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HomeMy WebLinkAboutBUILDING & SITE PLAN REVISION PLANS Rev. (2) 3.19.2020 - MACU Call Center Building DrawingsSa l t L a k e C i t y 52 E x c h a n g e P l a c e S a l t L a k e C i t y , U T 8 4 1 1 1 8 0 1 . 5 3 1. 1 1 4 4 Bo i s e 8 0 0 W . M a i n S t r e e t S u i t e 9 4 0 B o i s e , I D 8 3 7 0 2 2 0 8 . 4 2 4 . 7 6 7 5 b a b c o c k de s i g n .c o m FO R RE X B U R G C A L L C E N T E R BI D S E T FE B R U A R Y 2 4 , 20 2 0 MO U N T A I N A M E R I C A C R E D I T U N I O N PR O J E C T T E A M AR C H I T E C T BABCOCK DESIGN GROUP 52 EXCHANGE PLACE SALT LAKE CITY ,UT 84111 T: 801.531.1144 F: 801.363.3132 CONTACT: LARRY OLDHAM larry@babcockdesign.comOW N E R EL E C T R I C A L ST R U C T U R A L ME C H A N I C A L CI V I L LA N D S C A P E MOUNTAIN AMERICA CREDIT UNION 9800 SOUTH MONROE STREET SANDY, UT. T: 801.325.6449 CONTACT: NATHAN SHEPHERD nshepherd@macu.com PVE INC. 1040 N 2200 W SUITE 100 SALT LAKE CITY, UT 84116 T: 801.359.3158 F: 801.521.4114 CONTACT: TERRY GORSETH tgorseth@pve-ut.com AWA ENGINEERING 2010 N REDWOOD RD. SALT LAKE CITY, UT 84116 T: 801.521.8529 T: 801.521.9551 CONTACT: JARED MANSCILL jaredm@awagreatbasin.com BHB ENGINEERS 2766 MAIN STREET SALT LAKE CITY, UT 84115 T: 801.355.5656 F: 801.355.5950 CONTACT: CODY HAWKES cody.hawkes@bhbengineers.com PVE INC. 1040 N 2200 W SUITE 100 SALT LAKE CITY, UT 84116 T: 801.359.3158 F: 801.521.4114 CONTACT: CARLOS RESENDEZ cresendiz@pve-ut.com - - - AWA ENGINEERING 2010 N REDWOOD RD. SALT LAKE CITY, UT 84116 T: 801.521.8529 T: 801.521.9551 CONTACT: DAVE ANDERSON jaredm@awagreatbasin.com STRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 SPECIAL INSPECTIONS S101 FOOTING AND FOUNDATION PLANS S111 FIRST FLOOR FRAMING PLAN S121 SECOND FLOOR FRAMING PLAN S131 ROOF FRAMING PLAN S132 HIGH ROOF FRAMING PLAN S201 BRACE FRAMES SCHEDULES AND DETAILS S401 STAIR FRAMING PLANS S501 DETAILS S502 DETAILS S511 DETAILS S512 DETAILS S513 DETAILS S514 DETAILS S521 DETAILS S522 DETAILS S601 SCHEDULES S602 SCHEDULES CIVIL CV COVER SHEET 1 ALTA SURVEY C0.1 DEMOLITION PLAN C1.1 SITE PLAN C2.1 GRADING PLAN C2.2 GRADING DETAILS & NOTES C2.3 ACCESSIBLE DETAILS & NOTES C3.1 UTILITY PLAN C4.1 DETAILS C4.2 DETAILS C5.1 EROSION CONTROL - PHASE 1 C5.2 EROSION CONTROL - PHASE 2 C5.3 EROSION CONTROL DETAILS L1.1 LANDSCAPE PLAN L1.2 LANDSCPAE NOTES & DETAILS L2.1 IRRIGATION PLAN L2.2 IRRIGATION NOTES & DETAILS LANDSCAPING L1.1 LANDSCAPE PLAN L1.2 LANDSCPAE NOTES & DETAILS L2.1 IRRIGATION PLAN L2.2 IRRIGATION NOTES & DETAILS MECHANICAL / PLUMBING M000 MECHANICAL LEGENDS & NOTES 11-19-2019 M001 MECHANICAL SCHEDULES 11-19-2019 M002 MECHANICAL SCHEDULES 11-19-2019 M003 MECHANICAL COMPLIANCE REPORT 11-19-2019 M101 MECHANICAL ROOF PLAN 11-19-2019 M101Z MECHANICAL ZONING PLAN 11-19-2019 M201 BASEMENT - MECHANICAL FLOOR PLAN 11-19-2019 M211 LEVEL 1 - MECHANICAL FLOOR PLAN 11-19-2019 M221 LEVEL 2 - MECHANICAL FLOOR PLAN 11-19-2019 M501 MECHANICAL & PLUMBING DETAILS 11-19-2019 M502 MECHANICAL & PLUMBING DETAILS 11-19-2019 M503 MECHANICAL & PLUMBING DETAILS 11-19-2019 M504 MECHANICAL & PLUMBING DETAILS 11-19-2019 M505 MECHANICAL & PLUMBING DETAILS 11-19-2019 P201 BASEMENT - PLUMBING PLAN - DOMESTIC 11-19-2019 P211 LEVEL 1 - PLUMBING PLAN - DOMESTIC 11-19-2019 P221 LEVEL 2 - PLUMBING PLAN - DOMESTIC 11-19-2019 P301 DOMESTIC PIPING SCHEMATICS 11-19-2019 UP201 BASEMENT - UTILITY PIPING PLAN 11-19-2019 UP211 LEVEL 1 - UTILITY PIPING PLAN 11-19-2019 UP221 LEVEL 2 - UTILITY PIPING PLAN 11-19-2019 WP201 BASEMENT - PLUMBING PLAN - DWV 11-19-2019 WP211 LEVEL 1 - PLUMBING PLAN - DWV 11-19-2019 WP221 LEVEL 2 - PLUMBING PLAN - DWV 11-19-2019 WP401 BASEMENT - ENLARGED TOILET ROOM 11-19-2019 WP411 LEVEL 1 - ENLARGED TOILET ROOM 11-19-2019 WP421 LEVEL 2 - ENLARGED TOILET ROOM 11-19-2019 ELECTRICAL E001 COVER SHEET E100 ELECTRICAL NOTES / SYMBOLS E101 ELECTRICAL SITE PLAN E102 PHOTOMETRIC SITE PLAN E201 BASEMENT POWER PLAN E202 LEVEL 1 POWER PLAN E203 LEVEL 2 POWER PLAN E204 BASEMENT MECHANICAL POWER PLAN E205 LEVEL 1 MECHANICAL POWER PLAN E206 LEVEL 2 MECHANICAL POWER PLAN E207 ROOF POWER PLAN E301 BASEMENT LIGHTING PLAN E302 LEVEL 1 LIGHTING PLAN E303 LEVEL 2 LIGHTING PLAN E401 ONE-LINE DIAGRAM E402 ELEVATIONS/RISER DIAGRAM E501 ELECTRICAL SCHEDULES E502 ELECTRICAL SCHEDULES E503 ELECTRICAL SCHEDULES E504 ELECTRICAL SCHEDULES E505 ELECTRICAL SCHEDULES E601 ELECTRICAL DETAILS E602 ELECTRICAL DETAILS DRAWING INDEX VI C I N I T Y M A P JOB SITE LOCATION Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:47:52 PM RE X B U R G C A L L C E N T E R PR O J E C T I N F O R M A T I O N S H E E T G001 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N ARCHITECTURAL A101 BASEMENT SLAB PLAN A102 BASEMENT LEVEL FLOOR PLAN A103 BASEMENT REFLECTED CEILING PLAN A104 BASEMENT FLOOR FINISHES A111 LEVEL 1 SLAB PLAN A112 LEVEL 1 FLOOR PLAN A113 LEVEL 1 REFLECTED CEILING PLAN A114 LEVEL 1 FLOOR FINISHES A121 LEVEL 2 SLAB PLAN A122 LEVEL 2 FLOOR PLAN A123 LEVEL 2 REFLECTED CEILING PLAN A124 LEVEL 2 FLOOR FINISHES A141 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A311 WALL SECTIONS A312 WALL SECTIONS A401 BASEMENT ENLARGED FLOOR PLANS A402 LEVEL 1 ENLARGED FLOOR PLANS A403 LEVEL 2 ENLARGED FLOOR PLAN A411 BASEMENT INTERIOR ELEVATIONS A412 LEVEL 1 & 2 INTERIOR ELEVATIONS A451 STAIR 1 PLANS AND SECTIONS A452 STAIR 2 PLANS AND SECTIONS A453 ELEVATOR PLANS A454 VERTICAL CIRCULATION DETAILS A455 VERTICAL CIRCULATION DETAILS A501 EXTERIOR DETAILS A502 EXTERIOR DETAILS A545 INTERIOR DETAILS A546 INTERIOR DETAILS A547 INTERIOR DETAILS A561 OPENING DETAILS A562 OPENING DETAILS A563 OPENING DETAILS A601 UL RATINGS & FIREPROOFING DETAILS A602 UL RATINGS AND DIAGRAMS A611 STANDARD PARTITION TYPES A612 STANDARD PARTITION AND FRAMING DETAILS A621 WINDOW SCHEDULE A622 WINDOW SCHEDULE A631 DOOR AND FRAME TYPE SCHEDULE A641 MATERIAL AND FINISH SCHEDULES A651 TYPICAL MOUNTING HEIGHTS A901 3D VIEWS AND RENDERINGS for: REXBURG CALL CENTER 2ND EAST STREET MAIN STREET REXBURG, IDAHO BID SET FEBRUARY 24, 2020 MOUNTAIN AMERICA CREDIT UNION GENERAL G000 COVER G001 PROJECT INFORMATION SHEET G002 GENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SYMBOLS G101 CODE - EGRESS LIFE SAFETY G102 FIRE RATED STRUCTURE PLANS G201 GENERAL ACCESSIBILITY REQUIREMENTS G202 GENERAL ACCESSIBILITY REQUIREMENTS G301 ENERGY COMPLIANCE REPORTS ARCHITECTURAL SITE AS101 SITE PLAN AS501 SITE DETAILS AS502 SITE DETAILS num. description date ABBREVIATIONS ELECTRICAL SYMBOLS MATERIALS AND TYPES SYMBOLS LEGEND GENERAL NOTES A/C AIR CONDITIONING ACST ACOUSTICAL ADDM ADDENDUM ADJ ADJUSTABLE ALLOW ALLOWABLE ALUM ALUMINUM APPROX APPROXIMATE BLDG BUILDING BLK BLOCK BRK BRICK BU BUILT-UP BW BOTH WAYS CI CAST IRON CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPACTED / COMPOSITE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DTL DETAIL DWG DRAWING EA EACH EXF EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELECT ELECTRIC / ELECTRICAL ELEV ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FR FIRE RATED FTG FOOTING G GAS GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GRD GRADE GLB GLUE-LAM BEAM GYP GYPSUM BOARD HB HOSE BIB HDR HEADER HM HOLLOW METAL HORZ HORIZONTAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR IRRG IRRIGATION JB JAMB JNT JOINT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MR MOISTURE RESISTANT NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OC ON CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OPNG OPENING PLYWD PLYWOOD PNT PAINT PNTD PAINTED PR PAIR R&S ROD AND SHELF RAD RADIUS RD ROOF DRAIN REG REGULAR REINF REINFORCED / REINFORCING REQ'D REQUIRED REV REVISED RM ROOM RO ROUGH OPENING RS ROUGH-SAWN SC SOLID CORE SCHED SCHEDULE SHT SHEET SIM SIMILAR SPEC SPECIFICATION STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TO TOP OF TOF TOP OF FOOTING TOW TOP OF WALL TYP TYPICAL TS TUBE STEEL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WATER W/ WITH WD WOOD WP WATERPROOF WR WATER RESISTANT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH S 3S 4S GFI S W.P. SURFACE MOUNTED CEILING SURFACE MOUNTED INTER-CONNECTING SMOKE DETECTOR EXHAUST FAN CONVENIENCE OUTLET 110V. HALF-SWITCHED DUPLEX OUTLET FOURPLEX OUTLET FLOOR OUTLET SINGLE SWITCH DESCRIPTION TELEVISION OUTLET TELEPHONE OUTLET 3-WAY SWITCH FLUORESCENT TUBE FIXTURE CEILING FAN MARK 4-WAY SWITCH GROUND FAULT INDICATOR DUPLEX OUTLET CEILING PENDANT RECESSED WALL WASHER RECESSED DOWN LIGHT RECESSED 6" CAN LIGHT/FAN COMBO FIXTURE RECESSED WATERPROOF 6" CAN LIGHT FIXTURE SURFACE MOUNTED PULL CHAINP.C. CONVENIENCE OUTLET 220V. LIGHT TRACK EXHAUST FANFA J JUNCTION BOX TELEVISION OUTLET JUNCTION BOX WEATHER PROOF CONVENIENCE OUTLETW.P. HEAVY DUTY GARAGE DOOR OPENER 22.0' ACOUSTICAL TILE ASPHALT BRICK CAST STONE CERAMIC TILE CONCRETE CONCRETE BLOCK EARTH EARTH BACKFILL ENGINEERED FILL FINISH LUMBER GLASS GRAVEL GYPSUM WALL BOARD INSULATION - BATT INSULATION - RIGID PLASTER PLYWOOD STEEL STUD FRAMING - METAL STUD FRAMING WOOD WOOD BLOCKING CONTOUR EXISTING CONTOUR FINISH FENCE PROPERTY LINE WALL RATINGS 22.0' x x NAME ELEVATION VIEW NAME 1/8" = 1'-0"1 A521 SHEET NUMBER CATEGORY NUMBER DISCIPLINE NUMBER A B 1 1 A101 1 A101 1 A101 1 A101 ELEVATION DESIGNATION SHEET NUMBER A101 1 A101 1 3 24 T.O. PARAPET 122'-0" ROOM NAMES AND NUMBERS 101 ROOM NAME ROOM NAME 101 BASE UPLEFTDOWNRIGHT ROOM NAME 150 SF 100 XX ROOM NAME ROOM NUMBER ROOM LEVEL ROOM NAME ROOM LEVEL ROOM NUMBER FLOOR FINISH TYPE BASE FINISH TYPE WALL FINISH FOR CORRESPONDING WALLS ROOM NAME ROOM S.F. OCCUPANCY ALLOWANCE OCCUPANT LOAD 1 1 DEMO KEYNOTE 1 101 DOOR NUMBER C-1 1'-0" CEILING MATERIAL CEILING HEIGHT 1'-0"CEILING HEIGHT 1 A FLOOR CDS #### ## INDICATES CASEWORK TYPE INDICATES CASEWORK DEPTH INDICATES CASEWORK HEIGHT INDICATES CASEWORK WIDTH E-1 MATERIAL TYPE PER SCHEDULE X#m PARTITION TYPE CORE WIDTH TOP OF WALL CONDITIONabc PARTITION MODIFIER(S) KEYNOTES NUMERIC KEYNOTE DOOR AND WINDOW TAGS WINDOW TYPE WALL TAG MATERIAL TAG CEILING TAG REVISION TAG REVISION NUMBER ACCESSORY TAG ACCESSORY MARK PER SCHEDULE CASEWORK TAG DETAIL TAG/CALLOUT OCCUPANCY EXITING TAG # INDICATES EXITING DIRECTIONS NUMBER OF OCCUPANTS FLOOR PATTERN DIRECTION STEP IN SLAB SHEET NUMBER NON RATED SMOKE PARTITION (NON RATED) 1 HR FIRE RATED 1 HR FIRE- SMOKE RATED 2 HR FIRE RATED 2 HR FIRE- SMOKE RATED NORTH TRUE NORTH VIEW NAME DRAWING SCALE VIEW NUMBER NORTH ARROWS GRIDLINES EXISTING GRID NEW GRID BUILDING SECTION CALLOUT WALL SECTION CALLOUT SECTION DESIGNATION SHEET NUMBER ENLARGED PLAN/DETAIL CALLOUT VIEW DESIGNATION SHEET NUMBER SECTION DESIGNATION SHEET NUMBER 1 A101 VIEW DESIGNATION SHEET NUMBER ELEVATION CALLOUT(S) EXTERIOR ELEVATION ELEVATION DESIGNATIONS SHEET NUMBER INTERIOR ELEVATION VERTICAL ELEVATION SPOT ELEVATION MATERIAL THICKNESS (WHERE APPLICABLE) 3" 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE REQUIRED BEFORE AND DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMM ENCEMENT OF ANY WORK, AND SHALL BE REQUIRED TO CONTACT THE PROPER AUTHORITIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL CAREFULLY READ, STUDY, AND UNDERSTAND ALL PLANS AND SPECIFICATIONS FOR TRADES. COORDINATION BETWEEN TRADES WILL BE NECESSARY AND THE RESPONSIBILITY OF THE CONTRACTOR. ANY QUESTIONS THAT ARISE SHALL BE CLARIFIED BY THE ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR WILL VERIFY ALL CONDITIONS. DIMENSIONS AND ELEVATIONS, ETC. AT THE SITE AND WILL COORDINATE WORK PERFORMED BY ALL TRADES. 4. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONAL DISCREPANCIES ARE TO BE CLARIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTACT BLUE-STAKE OR AUTHORITIES HAVING JURISDICTION. 6. CONTRACTOR WILL NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND / OR SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS OTHERWISE DIRECTED. THE MOST STRINGENT REQUIREMENTS WILL GOVERN. 7. THE ARCHITECTS APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSI ONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. COORDI NATE WITH ADDITIONAL GENERAL NOTES, ENERGY CONSERVATION NOTES, AND STRUCTURAL NOTES. 9. SHOP DRAWINGS WILL BE PROVIDED TO THE CONTRACTOR BY SUPPLI ER OR PRODUCT MANUFACTURER PRIOR TO INSTALLATION, FABRICATION, OR ERECTION OF ANY PREFABRICATED OR MANUFACTURER DESIGNED COMPONENTS. THESE DRAWINGS WILL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THIS STRUCTURE RESIDES. COPIES OF THE SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT FOR REVIEW PRIOR TO ORDERING OR INSTALLATION. 10. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES INCLUDING THE 2018 INTERNATIONAL BUILDING CODE, COVENANTS AND RESTRICTIONS AND LOCAL BUILDING AND HOUSING STANDARDS. 11. IN NO EVENT SHALL THE CONTRACTOR SUBSTITUTE A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS AS THE ARCHITECT ORDERS BEFORE APPROVAL OF THAT CONSTRUCTION WILL BE GRANTED. NOTES AND DETAILS ON THE DRAWINGS WILL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 12. IN INSTANCES WHERE ITEMS ARE TO BE SELECTED BY OWNER, THE DETAILS PROVIDED BY THE ARCHITECT ARE OF A GENERIC NATURE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE SELECTED MANUFACTURERS SPECIFIC DETAILS WITH THE PROVIDED DETAILS AND ADJUST CONSTRUCTION ACCORDINGLY. IN SUCH INSTANCES CONSULT WITH THE ARCHITECT / ENGINEER PRIOR TO INSTALLATION. THE SELECTED MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES, INDUSTRY STANDARDS, AND APPLICABLE CODE REQUIREMENTS MUST BE FOLLOWED. 13. IN INSTANCES WHERE ITEMS ARE TO BE SELECTED BY OWNER, ORDERING, DELIVERY, OR INSTALLATION WILL NOT TAKE PLACE UNTIL WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER OR OWNER'S AGENT. 14. ALL WATER HEATERS ARE TO HAVE SEISMIC TIE DOWNS. PROVIDE AN UNOBSTRUCTED WORKING SPACE NOT LESS THAN 30" IN DEPTH, AND CLEAR ACCESS OF 36" IN WIDTH IN FRONT OF FIREBOX. 15. PROVIDE A CONTINUOUS 3/4" BEAD OF 100% SILICONE SEALANT AT ALL EXTERIOR JOINTS – SEE SPECIFICATIONS. 16. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING AND FOUNDATI ON WALLS, CONCRETE REINFORCING, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, PRIMARY STRUCTURAL FRAMES, FLOOR FRAMING, ROOF FRAMING, SECONDARY FRAMING, AND ASSOCIATED CONNECTION DETAILS. COORDINATE ALL RELATED WORK WITH GENERAL STRUCTURAL NOTES, SCHEDULES, AND DETAILS. 17. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL EQUIPM ENT, PANEL LOCATIONS, WIRING DIAGRAMS, AND FIXTURE LOCATIONS. COORDINATE ANY RELATED WORK WITH GENERAL ELECTRICAL NOTES AND ELECTRICAL FIXTURE SCHEDULES. 18. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT, DUCT WORK, MECHANICAL PIPING, AND EXHAUST. COORDINATE ANY RELATED WORK WITH GENERAL MECHANICAL NOTES, SCHEDULES, AND DETAILS. 19. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING EQUIPMENT, FIXTURES, AND RELATED PIPING, I.E.; STORM SEWER, SANITARY SEWER, AND DOMESTIC WATER SUPPLY. COORDINATE ANY RELATED WORK WITH GENERAL PLUMBING NOTES, SCHEDULES, AND DETAILS. 20. CONTRACTOR AND ALL SUBCONTRACTORS WILL PERFORM THEIR TRADES AND DUTIES IN A MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THE 2018 INTERNATIONAL BUILDING CODE, (OR LATEST ACCEPTED CODE ADOPTED BY THE LOCAL BUILDING OFFICIALS). THE CONTRACTOR WILL COORDINATE ALL REQUIRED INSPECTIONS AND WILL NOT PROCEED WITH WORK UNTIL THE REQUIRED INSPECTIONS HAVE BEEN COMPLETED. 21. ANY SPECIAL INSPECTION REQUIRED BY THE BUILDING OFFICIAL OR THE BUILDING CODE ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. 22. CONTRACTOR WILL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. 23. DURING CONSTRUCTION OPEN EXCAVATIONS AND TRENCHES WILL BE SUPPORTED AND BARRICADED BY CONTRACTOR TO CONFORM WITH OSHA SAFETY STANDARDS. 24. TEMPORARY BRACING WILL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING WIND. SUCH BRACING WILL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY, OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETE. 25. PROVIDE AN OBVIOUS TURN OFF FOR WATER SUPPLY IN MECHANICAL AREA. 26. FINISH GRADE TO SLOPE AWAY FROM STRUCTURE 6" MIN. IN FIRST 10' AND 2% THERE AFTER. COORDINATE WITH CIVIL. 27. ALL DIMENSIONS ARE TO FACE OF STUD OR TO FACE OF FOUNDATION WALL UNLESS OTHERWISE NOTED. 28. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. 29. COORDINATE WITH FRAMING PLANS FOR LOCATIONS OF COLUMNS, BEAMS, MOMENT FRAMES, ETC. 30. VISITS TO THE JOB SITE BY THE ARCHITECT OR HIS CONSULTANTS DO NOT CONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS. ANY SUCH VISITS ARE SOLELY FOR THE PURPOSE OF OBSERVING THE WORK BEING PERFORMED. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:47:53 PM RE X B U R G C A L L C E N T E R GE N E R A L N O T E S , L E G E N D S , A B B R E V I A T I O N S , A N D SY M B O L S G002 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date UPUP F. E . C . F.E.C. RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . F. E . C . F.E.C. RE F . 989 SF 20 42 AREA OF ROOM SF PER OCCUPANT PER IBC TABLE 1004.1.2 NUMBER OF OCCUPANTS IN ROOM ROOM NAME CLASSROOM NUMBER OF OCCUPANTS THROUGH DOOR OPENING INDICATES PATH OF EGRESS AND DIRECTION OF TRAVEL FE DF FDC 270 OCC EXIT 0.20CF 40.5" R 69" P DRINKING FOUNTAIN FIRE EXTINGUISHER - THE MAXIMUM TRAVEL DISTANCE TO REACH AN EXTINGUISHER FROM ANY POINT IN THE BUILDING SHALL NOT EXCEED 75 FEET - COORDINATE FINAL LOCATION WITH FIRE MARSHAL FIRE DEPARTMENT CONNECTION MAXIMUM OCCUPANT LOAD THRU EXIT MINIMUM REQUIRED EXIT WIDTH EXIT WIDTH PROVIDED; DOORS MEASURED BETWEEN DOOR FACE AND STOP CAPACITY FACTOR (STAIRS PER 1005.3.1; OTHER PER 1005.3.2 EXCEPTION 2012 IBC) SYMBOLS LEGEND # 124.5 SF OFFICE 100 1.2 131 SF OFFICE 100 1.3 167 SF OFFICE 100 1.6 133 SF OFFICE 100 1.3 133 SF OFFICE 100 1.3 414.5 SF CONFERENCE 100 4.2 270.5 SF COLLAB. AREA 100 2.8 1449.5 SF OPEN AGENT OFFICE 100 14.5 495.5 SF AST. MGR. 100 5 745.5 SF OPEN AGENT OFFICE 100 7.6 141 SF 1 ON 1 ROOM 100 1.4 124 SF OFFICE 100 1.2 175.5 SF CONFERENCE 100 1.7 97.5 SF ELECTRICAL 300 .32 81 SF JANITOR 300 .27 73 SF FIRE RISER 300 .24 COMMON PATH OF EGRESS 1 1 9 '-4 " D I A G O N A L D I S T A N C E 7 1' - 3" > T H A N 1 / 3 D I A D IS T A N C E 1.2 1.3 1.6 1.3 1.3 2.8 4.2 .27 .24 .32 1.7 1.2 1.4 14.5 5 7.6 40 40 40 EXIT 0.20CF 8" 34" 40 EXIT 0.20CF 8" 48" 21 18 25 73 13 25 NOTE: ALL ASSEMBLY AREAS ARE LESS THAN 50 OCCUPANTS AND LESS THAN 750 SF THUS PER IBC 303.1.1 THESE AREAS ARE CONSIDER B OCCUPANCY 716.5 SF TRAINING 15 48.4 660 SF TRAINING 15 47.2 323 SF STORAGE 300 1.6 44 SF MOTHER'S 100 .51 59.5 SF PHONE 100 .48 68 SF PHONE 100 .44 417 SF GAME ROOM 100 4.3 249 SF PREP. 100 2.9 484 SF BREAK ROOM 100 4.8 91.5 SF ELECTRICAL 300 .30 46 SF JANITOR 300 .15 526 SF EMPLOYEE LOUNGE 100 6.1 6 6 ' - 0 " D I A G O N A L D I S T A N C E 3 3 ' - 4 " > 1 /3 D I A D I S T A N C E 47.2 48.4 1.6 .51 .48 .44 .15 .30 6.1 28.7 4.8 2.9 58 58 1 1 8 ' - 4 " D I A G O N A L D I S T A N C E 68' - 0" > 1/3 DIA DISTANCE 28 26 43 65 16 3 CPE 7 3 58 EXIT 0.20CF 11.6 34 58 EXIT 0.20CF 11.6 34 NOTE: ALL ASSEMBLY AREAS ARE LESS THAN 50 OCCUPANTS AND LESS THAN 750 SF THUS PER IBC 303.1.1 THESE AREAS ARE CONSIDER B OCCUPANCY 67.5 SF PHONE 100 .51 184 SF CONFERENCE 100 2.2 749 SF OPEN AGENT OFFICE 100 7.6 141 SF 1 ON 1 ROOM 100 1.4 124 SF OFFICE 100 1.2 175.5 SF CONFERENCE 100 1.7 97.5 SF ELECTRICAL / IT 300 .32 81 SF JANITOR 300 .27 73 SF STORAGE 300 .25 1616 SF OPEN AGENT OFFICE 100 16.4 491.5 SF AST MGR. 100 5.0 123 SF OFFICE 100 1.2 124.5 SF OFFICE 100 1.2 590 SF REFRESH 100 2.6 537 SF CONFERENCE 100 5.4 1.2 1.2 2 3.4 16.4 .25 .27 .32 1.7 1.2 1.4 5 7.6 2.6 107 22 2.2 1 1 9 ' - 3 " D I A G O N A L D I S T A N C E 68' - 0" > 1/3 DIAG ONAL DISTANCE CPE 11 21 60 12 14 39 39 4 23 EXIT 0.20CF 4.6 34 22 EXIT 0.20CF 4.4 34 NOTE: ALL ASSEMBLY AREAS ARE LESS THAN 50 OCCUPANTS AND LESS THAN 750 SF THUS PER IBC 303.1.1 THESE AREAS ARE CONSIDER B OCCUPANCY PROJECT INFORMATION Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:47:57 PM RE X B U R G C A L L C E N T E R CO D E - E G R E S S L I F E S A F E T Y G101 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES CODE REVIEW - GENERAL NOTES 1. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 2. SEE SHEET G001 FOR GENERAL CODE AND PROJECT SPECIFIC CODE INFORMATION. 3. SEE SHEET G002 FOR GENERAL NOTES 4. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. 5. HIGHER RATED FIRE WALLS TAKE PRECEDENCE OVER LOWER RATED WALLS AND ARE TO CONTINUE THROUGH ALL SUCH INTERSECTIONS. 6. SEE A100 SHEETS FOR WALL TYPE DESIGNATIONS. 7. SEE A600 SHEETS FOR WALL ASSEMBLIES, TOP OF WALL DETAILS, UL LISTINGS, ETC. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NORTH 1" = 10'-0"2 EGRESS AND OCC CODE LEVEL 1 PLAN 1" = 10'-0"1 EGRESS AND OCC CODE BASEMENT PLAN 1" = 10'-0"3 EGRESS AND OCC CODE LEVEL 2 PLAN NORTH NORTH num. description date 1.ALL SHAFT & STAIRWAY ENCLOSURES TO BE 1 HOUR MIN. RATING PER IBC 713.4.SUPPORTING STRUCT. TO ALSO HAVE 1 HOUR MIN. RATING. 1 HR INTUMESCENT PAINT 1 HR INTUMESCENT PAINT 1.ALL SHAFT & STAIRWAY ENCLOSURES TO BE 1 HOUR MIN. RATING PER IBC 713.4.SUPPORTING STRUCT. TO ALSO HAVE 1 HOUR MIN. RATING. 1 HR INTUMESCENT PAINT 1 HR INTUMESCENT PAINT 1.ALL SHAFT & STAIRWAY ENCLOSURES TO BE 1 HOUR MIN. RATING PER IBC 713.4.SUPPORTING STRUCT. TO ALSO HAVE 1 HOUR MIN. RATING. 1 HR INTUMESCENT PAINT 1 HR INTUMESCENT PAINT 1 HR INTUMESCENT PAINT FIRE RATED STRUCTURE LEGEND INDICATES SHAFT LOCATION INDICATES 1 HOUR SPRAY ON FIRE RATING AT BEAM INDICATES 1 HOUR SPRAY ON FIRE RATING AT COLUMN STRUCTURAL STEEL COLUMN SPRAY-APPLIED FIRE RESISTIVE MATERIAL CONSULT FIRE RESISTANCE DIRECTORY DESIGN NO. FOR APPROVED RESISTIVE MATERIAL & THICKNESS 1HR, 2 HR RATED: DESIGN No. X771 STEEL BEAM PER STRUCTURAL DRAWINGS CONSULT FIRE RESISTANCE DIRECTORY DESIGN NO. FOR APPROVED RESISTIVE MATERIAL & THICKNESS SPRAY-APPLIED FIRE RESISTIVE MATERIAL CONCRETE FLOOR SEE STRUCTURAL METAL DECK 1 HR RATED: DESIGN No. N715 STEEL COLUMN PER STRUCTURAL DRAWINGS CONSULT FIRE RESISTANCE DIRECTORY DESIGN NO. FOR APPROVED RESISTIVE MATERIAL & THICKNESS SPRAY-APPLIED FIRE RESISTIVE MATERIAL 1 HR RATED: DESIGN No. X708 STRUCTURAL STEEL COLUMN 1 HR INTUMESCENT PAINT CONSULT FIRE RESISTANCE DIRECTORY DESIGN NO. FOR APPROVED RESISTIVE MATERIAL & THICKNESS Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:48:01 PM RE X B U R G C A L L C E N T E R FI R E R A T E D S T R U C T U R E P L A N S G102 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 1/8" = 1'-0"6 FIRE RATING STRUCTURE PLAN - LEVEL 1 1/8" = 1'-0"7 FIRE RATING STRUCTURE PLAN - LEVEL 2 1/8" = 1'-0"3 FIRE RATING STRUCTURE PLAN - ROOF CODE REVIEW - GENERAL NOTES 1. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 2. SEE SHEET G001 FOR GENERAL CODE AND PROJECT SPECIFIC CODE INFORMATION. 3. SEE SHEET G002 FOR GENERAL NOTES 4. ALL STEEL BEAMS TO HAVE 1-HR SPRAY APPLIED FIRE PROOFING AND COLUMNS TO HAVE 1-HR SPRAY APPLIED FIRE PROOFING, TYPICAL ALL FLOORS, UNLESS NOTED OTHERWISE. 5. UNDERSIDE OF ROOF DECKS TO HAVE 1-HR SPRAY APPLI ED FIRE PROOFING, UNLESS NOTED OTHERWISE. 6. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 7. HIGHER RATED FIRE WALLS TAKE PRECEDENCE OVER LOWER RATED WALLS AND ARE TO CONTINUE THROUGH ALL SUCH INTERSECTIONS. 8. SEE A100 SHEETS FOR WALL TYPE DESIGNATIONS. 9. SEE A450 SHEETS FOR SHAFT SECTIONS. 10. SEE A500 SHEETS FOR FIRE PROOFING DETAILS. 11. SEE A600 SHEETS FOR WALL ASSEMBLIES, TOP OF WALL DETAILS, UL LISTINGS, ETC. 12. PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 1003.3.1 THROUGH 1003.3.4. IBC 1003.3 1 1/2" = 1'-0"1 TYPICAL 3/4 - 4 HOUR STEEL COLUMN PROTECTION UL# X1 1 1/2" = 1'-0"2 COMPOSITE FLOOR SYSTEM 1 1/2" = 1'-0"5 COLUMN FIRE PROOFING - SPRAY ON1 1 1/2" = 1'-0"4 INTUMESCENT PAINT AT STEEL COLUMN PROTECTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES THIS DRAWING PRODUCED BY THE U.S. ACCESS BOARD 36 915 6 150 MIN Max DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE SPECIFIED) BELOW THE LINE DIMENSION FOR SMALL MEASUREMENTS DIRECTION OF TRAVEL OR APPROACH BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE CENTERLINE MINIMUM MAXIMUM A PERMITTED ELEMENT OR ITS EXTENSION A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN CONVENTION DESCRIPTION LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE GREATER THAN> <LESS THAN 33-36 840-915 DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM LESS THAN OR EQUAL TO GREATER THAN OR EQUAL TO≥ ≤ THE PROJECT IS TO MEET THE 2015 IBC AND THE ICC/ANSI A117.1-2009 CODES FOR ACCESSIBILITY. THE MOST STRINGENT REQUIREMENTS SHALL BE UTILIZED IN THE CONSTRUCTION OF THIS PROJECT. THE FOLLOWING DIAGRAMS AND NOTES ARE PROVIDED ONLY AS A GUIDE TO THIS PROJECT. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND NOTIFY THE ARCHITECT IF THESE NOTES AND DIAGRAMS ARE CONTRADICTORY TO THE ACTUAL CONSTRUCTION. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES. IF THERE IS A DISCREPANCY, THE ADOPTED CODES AND ENFORCED LAWS TAKE PRECEDENCE. FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION 6.4 ¼ MAX 6.4 1 2 ¼ ¼ 6.4 ½ 13 13 ½ MAX ICC/ ANSI FIG 303.2 CARPET ON FLOOR SURFACES ICC/ANSI FIG 303.2 CHANGES IN LEVEL ICC/ANSI FIG 303.3 BEVELED CHANGES IN LEVEL (A) 6.4 - 13 1 2 ¼ - ½ (B) 48 MIN 30 M I N 76 0 1220 60 M I N 24 MIN 36 M I N 36 MIN 12 MIN 915 305 15 2 5 610 91 5 12 MIN 305 60 MIN 1525 BASE AR M AR M 30 MIN 48 MIN 30 M I N 48 M I N 12 2 0 76 0 760 1220 60 MIN ICC/ANSI FIG 304.3 SIZE OF TURNING SPACE ICC/ANSI FIG 305.3 SIZE OF CLEAR FLOOR SPACE (A) FORWARD (B) PARALLEL ICC/ANSI FIG 305.5 POSITION OF CLEAR FLOOR SPACE 17-25 9 230 430-635 6 MAX 150 30 M I N 76 0 11 MIN 27 M I N 68 5 280 205 8 MIN 9 MIN 230 30 M I N 76 0 635 25 MAX (A) ELEVATION (B) PLAN ICC/ANSI FIG 306.2 TOE CLEARANCE (A) ELEVATION (B) PLAN ICC/ANSI FIG 306.3 KNEE CLEARANCE 4 MAX 100 X > = 8 0 20 3 0 X > 2 7 68 5 12 MAX 305 12 MAX 305 27 - 8 0 68 5 - 2 0 3 0 27 M A X 68 5 80 M I N 20 3 0 X > 12 305 X > 12 305 (B)(A) LIMITS OF PROTRUDING OBJECTS ICC/ANSI FIG 307.2 POST-MOUNTED PROTRUDING OBJECTS ICC/ANSI FIG 307.3 60 M I N 15 2 5 18 MIN 445 (A) FRONT APPROACH, PULL SIDE 12 2 0 48 M I N (B) FRONT APPROACH, PUSH SIDE 12 2 0 48 M I N 12 MIN 305 (C) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 36 MIN 915 60 M I N 15 2 5 (D) HINGE APPROACH, PULL SIDE 42 MIN 1065 54 M I N 13 7 0 (E) HINGE APPROACH, PULL SIDE 42 M I N 10 6 5 560 22 MIN (F) HINGE APPROACH, PUSH SIDE (G) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 48 M I N 12 2 0 22 MIN 560 24 MIN 48 M I N 610 12 2 0 (H) LATCH APPROACH, PULL SIDE (I) LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER 54 M I N 13 7 0 610 24 MIN 24 MIN 42 M I N 10 6 5 610 (J) LATCH APPROACH, PUSH SIDE (K) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER 610 24 MIN 12 2 0 48 M I N (C) FOLDING DOOR (A) HINGED DOOR (B) SLIDING DOOR 32 MIN 815 32 MIN 815 32 MIN 81590° CLEAR WIDTH OF DOORWAYS ICC/ANSI FIG 404.2.2 12 2 0 48 M I N (A) FRONT APPROACH (B) SIDE APPROACH 42 M I N 10 6 5 22 MIN 42 M I N 10 6 5 560 (C) POCKET OR HINGE APPROACH 24 MIN 61010 6 5 42 M I N (D) STOP OR LATCH APPROACH MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS ICC/ANSI FIG 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS ICC/ANSI FIG 404.2.3.1 60 M I N 15 2 5 18 MIN 445 X > 8 205 (A) PULL SIDE 12 2 0 48 M I N (B) PUSH SIDE 205 X > 8 12 2 0 48 M I N 12 MIN 305 (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH X > 8 205 MANEUVERING CLEARANCES AT RECESSED DOORS ICC/ANSI FIG 404.2.3.4 48 MIN 1220 48 MIN 1220 (A)(B) 48 MIN 1220 (C) TWO DOORS IN SERIES ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5 15 M I N 38 0 48 M A X 12 2 0 48 M A X 12 2 0 44 M A X 11 2 0 >20-25 MAX 510-635 20 MAX 510 (A) (B) 10 MAX 255 12 2 0 48 M A X 15 M I N 38 0 10 MAX 255 12 2 0 48 M A X 34 M A X 86 5 34 M A X 86 5 46 M A X 11 7 0 > 10-24 MAX 255-610 (A) (B) UNOBSTRUCTED FORWARD REACH ICC/ANSI FIG 308.2.1 OBSTRUCTED HIGH FORWARD REACH ACC/ANSI FIG 308.2.2. UNOBSTRUCTED SIDE REACH FIG 308.3.1 OBSTRUCTED HIGH SIDE REACH ICC/ANSI FIG 308.3.2 36 M I N 48 MIN 24 MAX 1220 610 91 5 32 M I N 81 5 32 M I N 81 5 91 5 36 M I N 610 24 MAX 42 MIN 48 M I N 12 2 0 1065 1220 X < 48 42 MIN 1065 X < 48 1220 36 MIN 915 36 MIN 915 60 M I N 15 2 5 ICC/ANSI FIG 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE (a) 180 DEGREE TURN (b) 180 DEGREE TURN (EXCEPTION) ICC/ANSI FIG 403.5.1 CLEAR WIDTH AT TURN FIGURE 405.7 RAMP LANDINGS RAMP RUN LANDINGLANDING 60 MIN 1525 1525 60 MIN LANDING RAMP RUN RA M P R U N 60 MIN 1525 60 M I N 15 2 5 AT LEAST AS WIDE AS RAMP RUN (A) STRAIGHT (B) CHANGE IN DIRECTION FIGURE 405.9.1 EXTENDED FLOOR OR GROUND SURFACE EDGE PROTECTION 12 MIN 305 12 MIN 305 FIGURE 405.9.2 CURB OR BARRIER EDGE PROTECTION X < 4 100 FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 20 1 ADJOINING SURFACE MAXIMUM SLOPE CURB RAMP SLOPE FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS 12 MIN 305 12 MIN 305 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:48:03 PM RE X B U R G C A L L C E N T E R GE N E R A L A C C E S S I B I L I T Y R E Q U I R E M E N T S G201 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 6" = 1'-0"1 GROUND AND FLOOR AD - O - 0 7 1/4" = 1'-0"5 TURNING SPACE AND CLEAR FLOOR SPACE AD - O - 1 5 1/4" = 1'-0"3 KNEE AND TOE CLEARANCE AD - O - 0 8 1/4" = 1'-0"4 AD-O-09_PROTRUDING OBJECTS AD - O - 0 9 1/4" = 1'-0"8 DOORS AND DOORWAYS AD - O - 0 5 1/4" = 1'-0"7 REACH RANGES AD - O - 1 1 1/4" = 1'-0"6 CLEAR WIDTH OF ACCESSIBLE ROUTE AD - O - 0 3 1/4" = 1'-0"2 RAMPS AD - O - 1 0 num. description date FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE SLOPE SLOPE FIGURE 406.4 LANDINGS AT THE TOP OF CURB RAMPS 36 MIN 915 AT LEAST AS WIDE AS CURB RAMP FIGURE 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS 48 MIN 1220 610 24 MIN 610 24 MIN FIGURE 705.1 SIZE AND SPACING OF TRUNCATED DOMES 1.6-2.4 41-61 (A) ELEVATION (ENLARGED) (B) PLAN 0.2 5.1 TOP DIAMETER OF 50%-65% OF THE BASE DIA. BASE DIAMETER OF 0.9-1.4 (23-36 MM) 0.65 MIN 17 1.6-2.4 41-61 16-18 405-455 430-485 17-19 60 MIN 56 M I N 14 2 0 1525 12 MAX 42 MIN 54 MIN 1370 305 1065 12 MIN 305 24 MIN 610 36 MIN 915 18 " M I N 44 5 48 M A X 12 2 0 56 M I N 14 2 0 1525 60 MIN 60 MIN 1525 59 M I N 15 0 0 4 MAX 100 42 M I N 10 6 5 150 9 MIN 230 6 MIN PARTITION 6 MIN 150 6 MIN 150 6 MIN 12 MIN 150 305 PARTITION 36 915 15 2 5 60 M I N 10 6 5 42 M I N 17 MAX 430 (B) (C) NONCIRCULAR (A) CIRCULAR (A) WALL-HUNG WATER CLOSET - ADULT FIGURE 604.9.2 SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (B) FLOOR-MOUNTED WATER CLOSET - ADULT WALL-HUNG AND FLOOR- MOUNTED WATER CLOSET - CHILDREN FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS FIGURE 609.2 SIZE OF GRAB BARS ALTERNATE DOOR LOCATION (A) ELEVATIO N ADULT (B) ELEVATION CHILDREN (C) PLAN FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TO CLEARANCE FIGURE 604.3 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 604.2 WATER CLOSET LOCATION (A) WHEELCHAIR ACCESSIBLE WATER CLOSETS (B) AMBULATORY ACCESSIBLE WATER CLOSETS FIGURE 604.10 AMBULATORY ACCESSIBLE TOILET COMPARTMENT FIGURE 605.2 HEIGHT AND DEPTH OF URINALS (A) WALL HUNG TYPE (B) STALL TYPE FIGURE 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 604.7 DISPENSER OUTLET LOCATION 13 9 5 55 M I N 56 MIN 1420OR FL O O R M O U N T E D W . C . 10 0 4 M A X 13 2 0 52 M I N F L O O R M O U N T E D W . C . OROR 1-1/4" - 2" 32 - 51 2 MAX 51 4 TO 4.8 PERIMETER 100 - 120 430-485 17-19 18 M I N 44 5 39-41 990 - 1040 39 - 4 1 99 0 - 1 0 4 0 33 - 3 6 84 0 - 9 1 5 33 - 3 6 84 0 - 9 1 5 (C) RECESSED DISPENSER 24 MIN 610 36 MAX 915 42 MAX 1065 48 M A X 12 2 0 (B) PROTRUDING DISPENSER ABOVE GRAB BAR 24 MIN 610 36 MAX 915 12 " M I N 30 5 18 " M I N 44 5 (A) PROTRUDING DISPENSER BELOW GRAB BAR 24 MIN 610 42 MAX 1065 1- 1 / 2 " M I N 38 FIGURE 502.2 VEHICLE PARKING SPACES 96 MIN 2440 132 MIN 3350 (a) CAR (b) VAN FIGURE 502.4 PARKING SPACE ACCESS AISLE 60 MIN 1525 FU L L L E N G T H O F P A R K I N G S P A C E AREA TO BE MARKED Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:48:04 PM RE X B U R G C A L L C E N T E R GE N E R A L A C C E S S I B I L I T Y R E Q U I R E M E N T S G202 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/8" = 1'-0"3 CURB RAMPS AD - O - 0 4 1/4" = 1'-0"1 TOILET COMPARTMENTS AD - O - 1 4 1/8" = 1'-0"2 ACCESSIBLE PARKING SPACES AD - O - 0 1 num. description date 1 Revision 1 Date 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:48:05 PM RE X B U R G C A L L C E N T E R EN E R G Y C O M P L I A N C E R E P O R T S G301 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N OCCUPANCY LOAD CALCULATION PER 2015 IBC TABLE 1004.1.2 NUMBER NAME ROOM OCCUPANCY AREA S.F. PER PERSON # OF OCCUPANTS BASEMENT 002 GAME ROOM Assembly - Unconcentrated (tables and chairs) 417.16 SF 15 27.8 003 PREP. Business Areas 249.07 SF 100 2.5 004 BREAK ROOM Assembly - Unconcentrated (tables and chairs) 483.80 SF 15 32.3 005 ELECTRICAL Accessory Storage Areas, Mechanical Equipment Room 91.45 SF 300 0.3 006 JANITOR Accessory Storage Areas, Mechanical Equipment Room 46.18 SF 300 0.2 007 EMPLOYEE LOUNGE Assembly - Unconcentrated (tables and chairs) 525.85 SF 15 35.1 008 PHONE Business Areas 67.89 SF 100 0.7 009 PHONE Business Areas 59.26 SF 100 0.6 010 MOTHER'S Business Areas 43.99 SF 100 0.4 011 MEN'S (none)179.73 SF 0.0 012 WOMEN'S (none)219.59 SF 0.0 013 STORAGE Accessory Storage Areas, Mechanical Equipment Room 323.19 SF 300 1.1 014 HALL (none)624.85 SF 0.0 015 TRAINING Assembly - Unconcentrated (tables and chairs) 659.84 SF 15 44.0 016 TRAINING Assembly - Unconcentrated (tables and chairs) 716.69 SF 15 47.8 017 PHONE (none)67.42 SF 0.0 018 RR VESTIBULE (none)55.60 SF 0.0 E1 ELEV. (none)66.86 SF 0.0 M01 PUMP ROOM Accessory Storage Areas, Mechanical Equipment Room 45.64 SF 300 0.2 4944.06 SF 192.8 LEVEL 1 101 ENTRY (none)420.84 SF 0.0 102 BIKES Accessory Storage Areas, Mechanical Equipment Room 114.72 SF 300 0.4 103 OPEN AGENT OFFICE Business Areas 745.49 SF 100 7.5 104 1 ON 1 ROOM Business Areas 140.89 SF 100 1.4 105 OFFICE Business Areas 124.07 SF 100 1.2 106 CONFERENCE Assembly - Unconcentrated (tables and chairs) 175.74 SF 15 11.7 107 ELECTRICAL Accessory Storage Areas, Mechanical Equipment Room 97.46 SF 300 0.3 108 COPY Business Areas 41.73 SF 100 0.4 109 JANITOR Accessory Storage Areas, Mechanical Equipment Room 80.97 SF 300 0.3 110 FIRE RISER Accessory Storage Areas, Mechanical Equipment Room 72.78 SF 300 0.2 111 AST. MGR. Business Areas 495.75 SF 100 5.0 112 MEN'S (none)176.00 SF 0.0 113 WOMEN'S (none)176.00 SF 0.0 114 OPEN AGENT OFFICE Business Areas 1449.39 SF 100 14.5 115 CONFERENCE Assembly - Unconcentrated (tables and chairs) 414.33 SF 15 27.6 116 OFFICE (none)132.77 SF 0.0 117 OFFICE Business Areas 132.91 SF 100 1.3 118 OFFICE Business Areas 167.20 SF 100 1.7 119 OFFICE Business Areas 124.62 SF 100 1.2 120 OFFICE Business Areas 131.21 SF 100 1.3 121 HALL (none)172.05 SF 0.0 122 COLLAB. AREA Business Areas 270.54 SF 100 2.7 123 RR VESTIBULE (none)56.43 SF 0.0 M1 MECH CHASE (none)48.58 SF 0.0 S1 STAIR (none)203.62 SF 0.0 S2 STAIR (none)212.08 SF 0.0 6378.17 SF 78.8 LEVEL 2 200 CONFERENCE Assembly - Unconcentrated (tables and chairs) 183.93 SF 15 12.3 201 LOBBY (none)102.46 SF 0.0 202 OPEN AGENT OFFICE Business Areas 749.11 SF 100 7.5 203 1 ON 1 ROOM Business Areas 140.89 SF 100 1.4 204 OFFICE Business Areas 124.07 SF 100 1.2 205 CONFERENCE Assembly - Unconcentrated (tables and chairs) 175.53 SF 15 11.7 206 ELECTRICAL / IT Accessory Storage Areas, Mechanical Equipment Room 97.46 SF 300 0.3 207 COPY Business Areas 45.78 SF 100 0.5 208 JANITOR Accessory Storage Areas, Mechanical Equipment Room 80.97 SF 300 0.3 209 STORAGE Accessory Storage Areas, Mechanical Equipment Room 72.78 SF 300 0.2 210 AST MGR. Business Areas 491.64 SF 100 4.9 211 OPEN AGENT OFFICE Business Areas 1616.25 SF 100 16.2 212 MEN'S (none)175.29 SF 0.0 213 WOMEN'S (none)176.53 SF 0.0 214 CONFERENCE Assembly - Unconcentrated (tables and chairs) 536.78 SF 15 35.8 215 REFRESH Assembly - Unconcentrated (tables and chairs) 590.02 SF 15 39.3 216 OFFICE Business Areas 122.90 SF 100 1.2 217 OFFICE Business Areas 124.50 SF 100 1.2 218 HALL (none)153.44 SF 0.0 219 RR VESTIBULE (none)55.89 SF 0.0 M2 MECH CHASE (none)48.58 SF 0.0 5864.81 SF 134.1 GRAND TOTAL 17187.04 SF 405.6 num. description date W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 c v . d w g , 1 / 9 / 2 0 2 0 3 : 1 9 : 1 7 P M , 1 : 1 , L C 1-13-2020 W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 d m . d w g , 1 / 9 / 2 0 2 0 3 : 2 1 : 1 1 P M , 1 : 1 , L C 1-13-2020 UPUP UP W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 s p . d w g , 1 / 9 / 2 0 2 0 3 : 2 3 : 0 3 P M , 1 : 1 , L C 1-13-2020 UPUP UP W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 g r . d w g , 1 / 9 / 2 0 2 0 3 : 2 3 : 3 9 P M , 1 : 1 , L C 1-13-2020 UPUP W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 g r . d w g , 1 / 9 / 2 0 2 0 3 : 2 4 : 0 8 P M , 1 : 1 , L C 1-13-2020 UPUP UP W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 u t . d w g , 1 / 9 / 2 0 2 0 3 : 2 4 : 5 4 P M , 1 : 1 , L C 1-13-2020 W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 d t . d w g , 1 / 9 / 2 0 2 0 3 : 2 5 : 4 1 P M , 1 : 1 , L C 1-13-2020 W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 d t . d w g , 1 / 9 / 2 0 2 0 3 : 2 6 : 0 7 P M , 1 : 1 , L C 1-13-2020 W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 e c 1 . d w g , 1 / 9 / 2 0 2 0 3 : 2 6 : 5 6 P M , 1 : 1 , L C 1-13-2020 UPUP UP · · · · W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 e c 2 . d w g , 1 / 9 / 2 0 2 0 3 : 2 7 : 4 7 P M , 1 : 1 , L C 1-13-2020 W: \ 1 9 - 0 0 3 M A C U R e x b u r g C a l l C e n t e r \ d w g s \ 1 9 - 0 0 3 e c 2 . d w g , 1 / 9 / 2 0 2 0 3 : 2 8 : 1 5 P M , 1 : 1 , L C 1-13-2020 1-13-2020 1-13-2020 1-13-2020 1-13-2020 7 1 .3 9 N J 7 1 .2 4 N J 7 1 .8 6 N J 7 2 .1 4 D Existing Building Existing Building WP 11 11 11 11 11 11 1111 11 2 11 11 5 PARKING STALLS 9 P A R K I N G S T A L L S 17 P A R K I N G S T A L L S 4 PARKING STALLS 4 ADA PARKING STALLS 8 P A R K I N G S T A L L S 13 P A R K I N G S T A L L S 26 PARKING STALLS 7 PARKING STALLS PARKING STALL: 106 PROVIDED ADA PARKING STALLS: 4 PROVIDED 3 333 G202 2 4 ————————— AS501 7 ————————— AS502 2 5 6 5 4" CONCRETE SLAB OVER 4" GRAVEL BASE 20' - 0" 3 2 ' - 0 " 7 5 PARKING STALLS8 PARKING STALLS 7 2 ' - 0 " 1 1 7 ' - 0 " 6' - 0"18' - 6"25' - 0"18' - 0" 1 8 ' - 0 " 2 4 ' - 6 " 10' - 6"9' - 0"18' - 0"5' - 0"10' - 6" 36' - 0" 1 8 ' - 0 " 2 5 ' - 0 " 1 8 ' - 0 " 28' - 0"63' - 0" 1 5 3 ' - 0 " 8 1 ' - 0 " 9 ' - 0 " 9 ' - 0 " 18' - 0"25' - 0"18' - 0" 9' - 0" 1 8 ' - 0 " 2 4 ' - 6 " 1 8 ' - 0 " 24' - 0" 45' - 0" 1 8 ' - 0 " 2 5 ' - 0 " 1 8 ' - 0 " REMOVE EXISTING CURB AND GUTTER MAIN STREET Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:45:57 PM RE X B U R G C A L L C E N T E R SI T E P L A N AS101 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1" = 20'-0"1 SITE PLAN NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 PROPERTY LINE 2 DUMPSTER ENCLOSURE - SEE DETAILS 3 ADA PARKING SIGN - COORDINATE WITH CIVIL 4 FLOOR MOUNTED BIKE RACK STORAGE. U-LOCK FOR BASIS WITH DESIGN 5 VINYL FENCING 6 VINYL GATE - (2) 8' - 0" 7 EXTERIOR CONCRETE SLAB - SLOPE AWAY FROM BUILDING AND COORDINATE WITH CIVIL SITE PLAN GENERAL NOTES 1. SEE CIVIL DRAWINGS FOR LIMITS OF CONSTRUCTION - CONTRACT LIMIT LINE IS FROM BACK OF CURB UNLESS NOTED OTHERWISE. 2. SEE CIVIL DRAWINGS FOR ALL GRADING, SITE WORK, U TILITY CONNECTIONS, RETAINING WALLS, ETC. - INFORMATION SHOWN HERE IS SCHEMATIC 3. SEE LANDSCAPING DRAWINGS FOR PLANTING AND IRRIGATION - INFORMATION SHOWN HERE IS SCHEMATIC 4. SEE ELECTRICAL DRAWINGS FOR UTILITY CONNECTIONS - INFORMATION SHOWN HERE IS SCHEMATIC 5. DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED. 6. CONNECT ALL PRIMARY ROOF DRAINS TO UNDERGROUND DISCHARGE SYSTEM. COORDINATE WITH CIVIL DRAWINGS. NORTH num. description date ROD TYPE ESPAGNOLETTE FLAT BAR GUIDE 1-1/2" B-DECK WELDED TO TS GATE FRAME (PAINT AS SELECT.) TS4X2X3/16 DOOR STILES & RAILS (PAINT AS SELECT.) 1-1/2" B-DECK WELDED TO TS GATE FRAME (PAINT AS SELECT.) TS4X2X3/16 DOOR STILES & RAILS (PAINT AS SELECT.) HEAVY DUTY ROD TYPE TANG W/ MORTISE HEAVY DUTY STEEL HINGE VERIFY WT. CAPACITYTANG STOP FLAT BAR TANG GUIDE 2' - 8 " 4" 4" 4' - 0 " GRADE LINE FILL WITH CONCRETE CONCRETE CAP 6" STANDARD PIPE X 7'- 0" LONG SET IN CONCRETE, PAINTED 4 AS501 PAINTED 6" STANDARD PIPE FILLED WITH CONCRETE #4 BAR FILLET WELD 3 " 2 " 3 " 12"X18" 3' - 6 " 5' - 0 " FINISH GRADE BACKFILL TO FINISH SUBGRADE ELEVATION WITH SELECT GRANULAR MATERIAL. 4" STEEL POST ATTACH SIGN TO POST WITH BOLTS AT TOP, CENTER AND BOTTOM. USE 1/4" HEX HEAD BOLTS WITH FLAT WASHERS, FIBER WASHER, LOCK WASHER AND NUT. 2" LEGEND, 4" SYMBOL GREEN LEGEND AND BORDER, WHITE SYMBOL ON BLUE BACKGROUND ON WHITE MAJOR BACKGROUND 2' - 9 " 1'-3" 12 " 2 ' - 0 " 1 2 " 2'-0" 2' RAD 6" RAD 4" WIDE WHITE HANDICAP SYMBOL 4" WHITE BORDER INTERNATIONAL BLUE FEDERAL STANDARD # 15180 (BACKGROUND) CAST - IN DETAIL DIM. 'A'# BIKES 7 62.38" BIKE RACK 36 " DIMENSION A 12" 2" COMMENTS 1 QTY. DERO BIKE RACK, PLAYCORE CO. MODEL - NO. RR-3H63" COLOR - DARK BRONZE NOTES: 1. 1-1/4" SCH. 40 PIPE BIKE RACK 2. COLOR DARK BRONZE 3. BIKE RACK TO BE FITTED W/ A PRE-DRILLED STEEL FLANGE PRIOR TO THE APPLICATION OF THE FINISH. FLANGE IS TO BE WELDED TO EACH LEG OF RACK. 4. CAST IN MIN. 12" 5. INSTALLATION TO BE COMPLETED IN ACCORDANCE W/ MANUF. SPECS. 6. DO NOT SCALE BIKE RACK DRAWINGS. 1 ' - 0 " SLOPE - TOP CAST IN 3" DIA. GROOVE POWRROC. 1 2 ". 6" x 1/4" TALL SLEEVE WELDED TO GATE (PAINT AS SELECT.) 6" DIA. x 1/4" PIPE BOLLARD - CONCRETE FILLED (PAINT AS SELECT.) 2 x 2 x 1/4" STEEL FRAME PAINTED, PER LOCATION (PAINT AS SELECT.) ASPHALT OR CONC. - VERIFY GRAVEL BASE EARTH SLEEVE FOR OPPOSITE GATE WHERE OCCURS) 8" x 1/4" TALL SLEEVE SPACE (PAINT AS SELECT.) 6 " PAINTED CORRUGATED METAL B-DECK BACKING PANEL (PAINT AS SELECT.) 8 " 6 " 1" 4"4" 1" 4"4" TYP. CONCRETE WALKBROOM FINISH TYP. TOOLED FINISH TYP. SEALANT TYP. CONCRETE WALK BROOM FINISH TYP. TOOLED FINISH TYP. NO RADIUS VOID CAP/ZIP STRIP 1/2" EXPANSION MATERIAL PROPERLY PREPARED AND COMPACTED BASE PROPERLY PREPARED AND COMPACTED BASE B TOOLED CONTROL JOINT DETAIL A VOID CAP\ZIP STRIP DETAIL B A B A B A DETAIL TO OCCUR MIN OF 50'-0" O.C. DETAIL OCCURS 50'-0" O.C. ANY DIRECTION SAWCUT NO TOOLING REINFORCED CONCRETE FOOTING AND FOUNDATION. SEE STRUCTURAL PREFINISHED METAL CAP FLASHING (SLOPED) 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL - COORDINATE WITH STRUCTURAL GRADE PER CIVIL AS501 12 P E R E L E V A T I O N S ————————— AS501 15 6" X 1/4" TALL SLEEVE WELDED TO GATE (PAINT AS SELECT.) 6" DIA. x 1/4" PIPE BOLLARD CONCRETE FILLED (PAINT AS SELECT.) ASPHALT OR CONCRETE PER CIVIL GRAVEL BASE EARTH PAINTED CORRUGATED METAL B-DECK BACKING PANEL (PAINT AS SELECT.) 8" x 1/4" TALL SLEEVE SPACER (PAINT AS SELECT.) CONCRETE 6" X 1/4" TALL SLEEVE WELDED TO GATE (PAINT AS SELECT.) DIA. 2' - 0" ————————— AS501 8 8" CMU 4 ' - 0 " PREFINISHED METAL CAP FLASHING (SLOPED) T.O. BOLLARD & GATE PER ELEV. 6 ' - 6 " 4 " 8" CONCRETE 6 ' - 0 " 1 ' - 2 " PREFINISHED METAL CAP FLASHING W/ ATTACHMENT CLIPS AT BOTH SIDES. SLOPE 1/4" PER FT. TOWARDS ROOF. FLASHING TO HAVE INTERLOCKING STANDING SEAM JOINTS - NO LAP JOINTS BUILT-UP TREATED PLYWOOD CAP (SLOPED)BOLTED AT 32" O.C. PER ELEVATION STONE VENEER AS SCHEDULED 8" CMU VENEER MORTAR 2"x2"x1/4" TUBE STEEL GATE FRAME W/ 1-1/2" CORRUGATED METAL B-DECK BACKING PANEL (PAINTED) 1 " 4 " 6 " 4 " C U R B W H E N O P E N E D A S R E Q . T O C L E A R 1" DIA. STEEL PINS STEEL PIN SLEEVES WELDED TO GATE PIN SLEEVES, FULL DEPTH OF CONC. TACK WELD BASE OF PINS SO THAT THEY CANNOT BE REMOVED FROM SLEEVES 3 /4 " 1 1 /2 " 3/4" STRUCTURAL FOUNDATION - COORDINATE WITH STRUCTURAL VENEER MORTER STONE VENEER AS SCHEDULED PRE-FINISHED METAL FLASHING WITH DRIP EDGE 8" CMU 8" 6 ' - 0 " STANDARD PER MANUFACTURER STANDARD PER MANUFACTURER VINYL FENCING CONCRETE FOOTING 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 7" MAX. 9" 1 ' - 0 " WINDOW WELL FINISH GRADE - SLOPE AWAY FROM BUILDING - COORDINATE WITH SITE PLAN GALV. STEEL ANGLE - COORDINATE WITH STRUCT. 8" REINFORCED CONC. WINDOW WELL ————————— AS501 6 ————————— AS501 17 A562 15 3/4" DIA. RUNGS WELD IN PLACE LADDER- PUNCHED FOR RAIL EACH SIDE OF 2 1/2" x 3/8" STEEL SIDE 1' - 6" VERIFY P E R D E T A I L GROUND LEVEL 5/8" DIA. EXPANSION BOLTS WINDOW WELL LEVEL WELD TO SIDE RAILS BRACKET EACH SIDE 2 1/2" x 3/8" STEEL 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " T.O.W. 8"2' - 10"8" 2 ' - 6 " 8 " 8 " S E E P L A N & D E T A I L HYDRAULIC EGRESS DOOR ASSIST 2' - 6" X 4' - 0" EGRESS DOOR 1 1/2" GALV IRON OPEN GRATING ON 2 1/2" X 2 1/2" X 1/4" GALV STEEL ANGLES 1/2" CHAMPFER TYPICAL 8" REINFID CONC. WINDOW WELL EGRESS DOOR LATCH Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:46:10 PM RE X B U R G C A L L C E N T E R SI T E D E T A I L S AS501 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1" = 1'-0"2 TRASH ENCLOSURE - GATE ESPAGOLETTE 1/2" = 1'-0"3 BOLLARD SECTION SI - O - 0 4 3" = 1'-0"4 BOLLARD CROSS SECTION SI - O - 0 3 1 1/2" = 1'-0"1 ADA PARKING SIGN 1 1/2" = 1'-0"5 ADA STRIPING SYMBOL SI - O - 0 2 1/2" = 1'-0"7 BIKE RACK 1 1/2" = 1'-0"8 DUMPSTER GATE SLEEVE DETAIL 1" = 1'-0"9 CONCRETE JOINT DETAILS SI - O - 0 5 1/2" = 1'-0"10 TRASH ENCLOSURE - WALL SECTION 1/2" = 1'-0"16 DUMPSTER GATE - END POST DETAIL 3" = 1'-0"12 PARAPET CAP AT CMU 1 1/2" = 1'-0"13 TRASH ENCLOSURE - GATE PIN DETAIL 3" = 1'-0"15 TRASH ENCLOSURE - DRIP EDGE 1/4" = 1'-0"11 VINYL FENCE DETAIL num. description date 1/2" = 1'-0"14 WINDOW WELL W/ HEAD AND SILL 1/2" = 1'-0"17 WINDOW WELL LADDER 1/2" = 1'-0"6 WINDOW WELL GALV. GRATING EGRESS AS501 12 PRE-FINISHED ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT MATERIAL. INCLUDE HEAT TRACE BLOCKOUT FOR SCUPPER SHEET METAL CONDUCTOR DOWNSPOUT CONC. FOUNDATION, - COORDINATE WITH STRUCTURAL FINISH GRADE 4" GRAVEL BASE 4" CONCRETE SLAB INSTALL MEMBRANE FLASHING & SEALANT TO SEAL CEILING VAPOR RETARDER TO WALL 4'-0" ALUM. THRESHOLD 8 3/4" DEEP HOLLOW METAL DOOR & FRAME (PAINT) STEEL LINTEL 7 ' - 4 " 3 ' - 4 " SHEET METAL SCUPPER, PROVIDE MEMBRANE FLASHING SHEET LINTEL ANGLE BLOCKOUT FOR SCUPPER TPO MEMBRANE ROOFING (WRAP OVER PARAPET) EXTERIOR GYPSUM BOARD SHEATHING SHEET METAL COPING ON BUILT- UP WOOD NAILERS 2X JOISTS, REFER TO STRUCTURAL 2X LEDGER, REFER TO STRUCTURAL R-19 BATT INSUL. W/ VAPOR RETARDER 5/8" GYP. BOARD, (PAINT) 12 1/2 1 0 ' - 0 " 8 " 6 " M I N . 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL, COLOR AS SELECT. BY ARCH. - COORDINATE WITH STRUCTURAL REINFORCED FOOTING AND FOUNDATION COORDINATE WITH STRUCTURAL PRE-FINISHED METAL CAP, COLOR AS SELECT. BY ARCH. PRE-FINISHED ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT MATERIAL. INCLUDE HEAT TRACE AND COLLECTOR HEAD 1 0 ' - 0 " 8 " 6 " 6 ' - 0 " 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL, COLOR AS SELECT. BY ARCH. - COORDINATE WITH STRUCTURAL PRE-FINISHED METAL CAP, COLOR AS SELECT. BY ARCH. (SLOPED) REINFORCED FOOTING AND FOUNDATION SEE STRUCT. HOLD BACK FOOTING AT WALL END TO ALLOW FOR BOLLARD. 6" DIA. x 1/4" PIPE BOLLARD, CONCRETE FILLED (PAINT AS SELECT.) 1 ' - 2 " 6 ' - 0 " 4" 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL, COLOR AS SELECT. BY ARCH. - COORDINATE WITH STRUCTURAL ————————— AS501 13 4 " 6 ' - 6 " 6 ' - 1 0 " 3” LONG SLEEVE ROUND TUBE – HSS 7.5 x .375 6" DIA. SCHEDULE 40 STEEL PIPE BOLLARD, CONCRETE FILLED (PAINT AS SELECT.) STRIKE PIN ON THE EXTERIOR SIDE REINFORCED FOOTING AND FOUNDATION. COORD WITH STRUCT LOCATE OIL ZERKS AT FRONT OF COLLARS (WITH GATE CLOSED) FOR OUTSIDE GATE POSTS LOCATE OIL ZERKS AT BACK SIDE OF COLLARS (WITH GATE CLOSED) FOR INSIDE GATE POST PAINTED WELDED METAL GATE FRAME (PAINT AS SELECT.) 6 " 8 " 1 0 ' - 0 " PREFINISHED METAL CAP FLASHING, COLOR AS SELECT. BY ARCH. 36"x84" H.M. DOOR 0016' - 0 " 8"x8"x16" HONED CMU 8 AS502 AS501 12 PIPE BOLLARDS, PAINT TO MATCH COPING 6' 1/2" CONCRETE SLAB ON 4" GRANULAR BASE CONCRETE FOUNDATION - COORDINATE WITH STRUCTURAL FINISH GRADE 8" HONED CMU SHEET METAL COPING ON BUILT-UP WOOD NAILERS INSTALL MEMBRANE FLASHING & SEALANT TO SEAL CEILING VAPOR RETARDER TO WALL R-19 BATT INSUL. 5/8" GYP. BD. (PAINT) EXTERIOR GYPSUM BOARD SHEATHING RE: STRUCTURE TPO MEMBRANE ROOFING (WRAP OVER PARAPET) CONCRETE FOUNDATION - COORDINATE WITH STRUCTURAL 4" CONCRETE SLAB 4" GRAVEL BASE 10" HONED CMU, - COORD. W/ STRUCT. 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL, COLOR AS SELECT. BY ARCH. - COORDINATE WITH STRUCTURAL 1 0 ' - 0 " 8 " 6 " M I N . 6 ' - 0 " 1 ' - 2 " AS502 6 AS502 3 AS502 4 7 AS502 10 AS501 5 AS502 8 AS502 1 ' - 3 3 /8 " 3' - 5"3' - 10"3' - 5" 10' - 8"5' - 4" 1 0 ' - 0 " 4 " CO N C . A P R O N 1/ 4 " / F T . S L O P E M I N . 6 YRD DUMPSTER OR BIN 2"x2"x1/4" TUBE STEEL GATE FRAME W/ 1-1/2" CORRUGATED METAL B-DECK BACKING PANEL (PAINTED) 2'-0" DIA. CONCRETE HOLD BACK FOOTING AT WALL END TO ALLOW FOR BOLLARD LOCATE OIL ZERKS AT FRONT OF COLLARS (WITH GATE CLOSED) FOR OUTSIDE GATE POSTS 6" DIA. SCHEDULE 40 STEEL PIPE BOLLARD FILLED W/ CONC. (PAINTED) 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL, COLOR AS SELECT. BY ARCH. - COORDINATE WITH STRUCTURAL REINFORCED CONC. FOUNDATION & FOOTING 6" DIA. x1/4" PIPE BOLLARD FILLED W/ CONC. CO N C . A P R O N 1/ 4 " / F T . S L O P E M I N . OPEN WIRE SHELVING 48"Wx12"Dx72"H 36"x84" H.M. DOOR 001 AS502 6 AS502 3 AS502 4 7 AS502 10 AS501 5 AS502 8 AS502 10' - 8"5' - 4" CO N C . A P R O N 1/ 4 " / F T . S L O P E M I N . 6 YRD DUMPSTER OR BIN 2"x2"x1/4" TUBE STEEL GATE FRAME W/ 1-1/2" CORRUGATED METAL B-DECK BACKING PANEL (PAINTED) PRE-FINISHED METAL CAP, COLOR AS SELECT. BY ARCH. (SLOPED) LINE OF CMU 36"x84" H.M. DOOR001 COUNTER FLASHING W/ CONTINUOUS BACKER ROD AND SILICONE SEALANT PRE-FINISHED ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT MATERIAL. INCLUDE HEAT TRACE 1/ 4 " P E R F T . SL O P E M I N . TAPERED CRICKET INSULATION SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING 3 ' - 6 " 3 ' - 0 " 6 " 4 ' - 0 " 4 " 8" 6" DIA. x1/4" PIPE BOLLARD FILLED W/ CONC. PRE-FINISHED METAL CAP, COLOR AS SELECT. BY ARCH.(SLOPED) 8x8x16 HONED FACE CONCRETE MASONRY UNIT WALL - COORDINATE WITH STRUCTURAL CONC. FOUNDATION WALL W/ SACK RUB FINISH WHERE VISIBLE CONC. SLAB OVER GRAVEL BASE AND COMPACTED FILL. CONCRETE REINFORCED CONC. FOUNDATION AND FOOTING SEE STRUCT. #4 DEFORMED BARS WELD TO BOLLARD DIA. 1' - 6" ROUNDED CONC. TOP P E R E L E V . PVC FLASHING MEMBRANE (SHAPE TO WALL) Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:46:12 PM RE X B U R G C A L L C E N T E R SI T E D E T A I L S AS502 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/2" = 1'-0"8 TRASH ENCLOSURE - STORAGE SECTION 3/8" = 1'-0"6 TRASH ENCLOSURE - BACK ELEVATION 3/8" = 1'-0"4 TRASH ENCLOSURE - SIDE ELEVATIONS 3/8" = 1'-0"3 TRASH ENCLOSURE - FRONT ELEVATION 1/2" = 1'-0"5 TRASH ENCLOSURE - STORAGE SECTION 3/8" = 1'-0"2 TRASH ENCLOSURE - PLAN 3/8" = 1'-0"1 TRASH ENCLOSURE - ROOF PLAN num. description date 1/2" = 1'-0"7 TRASH ENCLOSURE - BACK WALL SECTION 1 A 2 3 B C D E 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 25' - 0"25' - 0"25' - 0"25' - 0" 30 ' - 0 " 30 ' - 0 " 100' - 0" 60 ' - 0 " 2' - 1"23' - 3"9" 1' - 0" 25' - 0" 1' - 0" 9"23' - 3"27' - 1" 1' - 9 " 1' - 0 " 15 ' - 8 " 5' - 4 " 9' - 0 " 30 ' - 0 " 1' - 0 " 1' - 1 " 2' - 6 " 9" 1' - 9"1' - 0"15' - 8"7' - 7"9"1' - 0"25' - 0"1' - 0"9"23' - 3"18' - 6"9"5' - 9"4' - 0"9" 9" 3' - 0 " 20 ' - 6 " 9" 8' - 9 " 30 ' - 0 " 1' - 0 " 1' - 1 " 2' - 6 " 9" 2 A311 T.O. SLAB 86' - 0" T.O. SLAB 86' - 0" T.O. SLAB 82' - 0" 11 11 4 A312 3 A312 2 A312 1' - 1" 1' - 0" 2' - 10"9"13' - 4"9"5' - 7"11' - 7"9"11' - 4"9" 7" 1' - 0"1' - 1" 9" 11 " 1' - 1 " 1' - 0 " 1' - 0" 1' - 1" 1' - 11" 9" 9" 9' - 1 0 " 9" 3' - 0 " 1' - 0 " 1' - 1 " 6' - 7 1 / 2 " 9" 1' - 0"5' - 9 1/2" 1' - 8 1 / 4 " A101 2 1 A312 9"5' - 6 1/2" 1' - 6 3/8" 9" 1' - 9"1' - 0" 1' - 9 " 1' - 0 " 9"1' - 0" 9" 1' - 0 " 9"1' - 1 1 " 1' - 1 " 1' - 0 " 20' - 0" MAX. BETWEEN CONTROL JOINTS 20 ' - 0 " M A X . B E T W E E N C O N T R O L J O I N T S 22 22 1 B C 3' - 5 2 3 / 3 2 " 4' - 8 " 8 1 / 4 " 2' - 3"9' - 0"13' - 7 1/4"2' - 4 3/4" 2' - 5 1/16" 4' - 1 " 9' - 2 " 1' - 3"8' - 9 1/2" 1' - 4 " 11 ' - 5 1 / 2 " 3 1/2" 1' - 0 1/2" 7' - 0" 1' - 4"4' - 4" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 4:08:09 PM RE X B U R G C A L L C E N T E R BA S E M E N T S L A B P L A N A101 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 SLAB PLAN - BASEMENT NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 2 CONTROL JOINT, MAXIMUM 20' - 0" SPACING BETWEEN JOINTS SLAB PLAN GENERAL NOTES 1. ARCHITECTURAL SLAB PLANS SHALL DETERMINE SLAB EDGES; NOTIFY ARCHITECT OF ANY DETAILS INCONSISTENT WITH THE STRUCTURAL DRAWINGS PRIOR TO WORK. 2. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS AND KITCHEN DRAWINGS. 3. CONTRACTOR TO COORDINATE THE LOCATION OF ALL ROOF DRAINS WITH PLUMBING DRAWINGS. 4. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR OUTLETS WITH OWNER, ARCHITECT AND ELECTRICAL DRAWINGS. 5. REFER TO STRUCTURE FOR CONTROL JOINTS LOCATIONS ON SLABS ON GRADE UNLESS NOTED OTHERWISE. 6. INSTALL VAPOR BARRIER UNDER SLAB ON GRADE PER SPEC. NORTH num. description date 1 Revision 1 Date 1 3/16" = 1'-0"2 ENLARGED SLAB PLAN - BASEMENT UP RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . 1 A 2 3 B C D E 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 212 SF STAIR S2 A6 D a A6 D a C C C C C C2 C2C2 C A452 1 67 SF ELEV. E1 417 SF GAME ROOM 002 526 SF EMPLOYEE LOUNGE 007 484 SF BREAK ROOM 004 249 SF PREP. 003 219.5 SF WOMEN'S 012 68 SF PHONE 008 59.5 SF PHONE 009 44 SF MOTHER'S 010 46 SF JANITOR 006 91.5 SF ELECTRICAL 005 179.5 SF MEN'S 011 203.5 SF STAIR S1 716.5 SF TRAINING 016 660 SF TRAINING 015 323 SF STORAGE 013 100' - 0" 25' - 0"25' - 0"25' - 0"25' - 0" 60 ' - 0 " 30 ' - 0 " 30 ' - 0 " 1' - 9 " 1' - 0 " 60 ' - 0 " 1' - 0 " 1' - 1 " 2' - 6 " 9" 2 A311 A451 1 A453 3 A401 3 625 SF HALL 014 A a A a A6 a A a A6 a C2 A a A a A a A a A a A a A A a A a A a A a A A a A A A A A a A a A a A a A a A a A a 9"1' - 0"8' - 6 1/2"10' - 6"5' - 11 1/2" 1' - 0" 9" 1' - 9"1' - 0"20' - 10"72' - 8"9"5' - 9"4' - 0"9" 9" 3' - 0 " 20 ' - 6 " 9" 7' - 1 1 " 8" 8" 29 ' - 6 " 1' - 0 " 1' - 1 " 2' - 6 " 9" 1' - 9 " 1' - 0 " 6" 4' - 6 " 16 ' - 9 " 5' - 7 3 / 4 " 4' - 1 0 7 / 8 " 7' - 7 3 / 4 " 6' - 1 " 14 ' - 1 1 5 / 8 " 1' - 1 " 1' - 1"1' - 0"23' - 3" 1' - 1 " 1' - 0 " 4' - 5 " 15 ' - 7 " 6' - 5 1 / 2 " 6' - 6 " 6' - 6 " 21 ' - 6 1 / 2 " 1' - 1 " 1' - 9"21' - 7 1/2"3' - 4 5/8"6' - 5"6' - 0"7' - 3" 9" 6' - 7 1 / 2 " 1' - 1 " 1' - 0 " 3' - 9 " 9' - 1 0 " 5' - 11 1/2" 1' - 6 1/2" C2 A a C S2A 012 011 S1A 010 003B003A 005006 004 016A 015B 015A 013B 4 A312 3 A312 20' - 2 3/4"12' - 4 3/4"15' - 7 1/2"1' - 0"1' - 1" A4114 6 C 45.5 SF PUMP ROOM M01 A M01 A411 12 M01 1' - 1" 1' - 0" 2' - 10" 9" 8"12' - 0"8" 9" 9"8"10' - 0"8" 9" 7" 1' - 0" 1' - 1" 2 A312 A a A a 16 ' - 3 " C C 11 2 3 016B 4 A 6' - 1 0 " A A 67.5 SF PHONE 017 008 009 017 WH WH WJ C C 6"C 1' - 5" 11' - 2"3' - 3"8' - 4"18' - 3"5' - 6 7/8"4' - 2 1/2"9' - 6 1/2"9" A411 7 A4113 W1W1 A547 1 A547 1 A547 1 A547 5 A547 5 A101 2 A401 11 RR VESTIBULE 018 1 A312 5 A547 1 A547 13 A547 5 M I N . 1 8 ". Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:11 PM RE X B U R G C A L L C E N T E R BA S E M E N T L E V E L F L O O R P L A N A102 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 APPLIANCE - N.I.C. G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL AND OWNER.- 2 UNDERMOUNT SINK - COORDINATE WITH MECHANICAL 3 6X6 METAL COUNTERTOP WASTE MANAGEMENT PORT 4 OPERABLE PARTITION - BASIS OF DESIGN: MODERNFOLD SINGLE PANEL FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. PAINT ALL EXPOSED COLUMNS AND A-FRAME BEAMS P-1. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3/16" = 1'-0"1 FLOOR PLAN - BASEMENT NORTH num. description date 1 Revision 1 Date 1 F/ S 2 H R M M M F/ S 2 H R A2012 A202 A201 1 1 1 A 2 3 B C D E A202 2 TRAINING 015 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 STAIR S2 ACT-1 10' - 0" O.T.S. 25' - 0"25' - 0"25' - 0"25' - 0" 100' - 0" 3 0 ' - 0 " 3 0 ' - 0 " 6 0 ' - 0 " GB-1 9' - 0" WOMEN'S 012 MEN'S 011 PHONE 008 PHONE 009 MOTHER'S 010 STORAGE 013 STAIR S1 ELEV. E1 GAME ROOM 002 PREP. 003TRAINING 016 ACT-1 10' - 0" BREAK ROOM 004 JANITOR 006 ELECTRICAL 005 EMPLOYEE LOUNGE 007 HALL 014 ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 9' - 0" GB-1 9' - 0" 1' - 9 1/2"2' - 0" 2 ' - 0 " 1' - 0" 0 " 0 " 2' - 0"2' - 0" 2 ' - 0 " 2 ' - 0 " ACT-1 10' - 0" GB-1 9' - 0" GB-1 9' - 0" GB-1 9' - 0" 4 A312 3 A312 2 A312 ACT-1 10' - 0" 013B GB-1 9' - 0" PHONE 017 GB-1 9' - 11" O.T.S. O.T.S. GB-1 9' - 0" O.T.S. PUMP ROOM M01 O.T.S. O.T.S. GB-1 9' - 11" GB-1 9' - 11" 6 A545 O.T.S.O.T.S. 6 A545 6 A545 OP E N T O A B O V E 1 1 111 2 2 O.T.S. GB-4 8' - 6" GB-3 8' - 6" GB-4 8' - 6" O.T.S. 11 A545 11 A545 11 A5455 A563 A547 1 A547 1 A547 1 A547 5 A547 5 2' - 11"5' - 9 29/32"5' - 10" 12 A545 12 A545 12 A545 1 A312 3 3 3 3 3 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:15 PM RE X B U R G C A L L C E N T E R BA S E M E N T R E F L E C T E D C E I L I N G P L A N A103 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 CEILING PLAN - BASEMENT NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 EXPOSED STRUCTURE ABOVE, PAINTED 2 CONCEALED ROLL DOWN WINDOW SHADE BY CONTRACTOR, SEE DETAIL 1/A561 - COORDINATE WITH ELECTRICAL 3 DO NOT PAINT OPEN TO STRUCTURE CEILING (OTS) IN THIS ROOM. REFLECTED CEILING PLAN GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, CENTER OF SUSPENDED CEILING GRIDS OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 4. ALL GWB SOFFITS AND BULKHEADS ARE TO BE 2 INCHES BELOW ADJACENT SUSPENDED CEILING SYSTEMS, UNLESS NOTED OTHERWISE. 5. FINISHED CEILING HEIGHT IS 10’-0” UNLESS NOTED OTHERWISE. 6. SUSPENDED CEILING TILES IN EACH ROOM ARE TO BE CONFIGURED SUCH THAT NO LESS THAN ONE-HALF A BORDER TILE EXISTS ADJACENT TO ANY ROOM WALL, UNLESS NOTED OTHERWISE. 7. SUSPENDED CEILING GRIDS ARE LAID OUT WITH EITHER A TILE OR A GRID AT THE CENTER OF THE ROOM IN EACH DIRECTION UNLESS NOTED OR DIMENSIONED OTHERWISE. 8. CEILINGS IN ELECTRICAL ROOMS, TELEPHONE ROOMS, M ECHANICAL ROOMS AND OTHER SIMILAR SPACES ARE EXPOSED TO STRUCTURE ABOVE UNLESS NOTED OR SCHEDULED OTHERWISE. 9. ALL EXPOSED DECK TO BE PAINTED 10. ALL EXPOSED STRUCTURE TO BE PAINTED 11. ALL EXPOSED MECHANICAL, ELECTRICAL PLUMBING SYSTEMS TO BE PAINTED 12. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND GRILLE LOCATIONS, INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 13. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS, INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 14. ALL LIGHTING TO BE CENTERED OR SET IN CEILING GRID UNLESS NOTED OTHERWISE. 15. ALL SPRINKLER HEADS ARE TO BE CENTERED IN CEILI NG GRID UNLESS NOTED OTHERWISE. REFLECTED CEILING LEGEND (WP-1)SUSPENDED WOOD GRILLE CEILING (ACT-1)2X2 LAY-IN TILE CEILING (GB-1)GYP. BD. CEILING LIGHT FIXTURES MECHANICAL EQUIPMENT (FL-1)FELT CEILING NORTH num. description date 1 Revision 1 Date 1 RE F . R E F . RE F . R E F . RE F . RE F . GAME ROOM 002 BREAK ROOM 004 PREP. 003 ELECTRICAL 005 JANITOR 006 TRAINING 016 TRAINING 015 STORAGE 013 MOTHER'S 010 WOMEN'S 012 MEN'S 011 PHONE 008 PHONE 009 PHONE 017 EMPLOYEE LOUNGE 007 PUMP ROOM M01 STAIR S1 STAIR S2 HALL 014 P- 4 P- 4 1 1 1 1 A631 1 A631 1 A631 1 A631 1 A631 1 A631 1 A631 1 A631 1 A631 WT - 2/WT-3 1 A631 1 A631 P- 3 P-3 P-3 C-2 C-2 C-3 F- 1 F- 2 / F - 3 F- 1 F- 3 / F - 4 F- 1 F- 2 / F - 3 C-1 C-1 C-1 C-2 C-2 C-3 C-1 C-1 C-1 3 ' - 0 " 3 ' - 6 " 3 ' - 6 " 3 ' - 0 " 3 ' - 5 1 /2 " 3 ' - 0 " 1 A631 T-1 C-1 C-1C-1 T-2, T-3 RR VESTIBULE 018 2 3 3 3 T-1 T-1 T-1 1 44 4 5 5 5 6 6 6 6 7 8 8 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:18 PM RE X B U R G C A L L C E N T E R BA S E M E N T F L O O R F I N I S H E S A104 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 1 Revision 1 Date 1 3/16" = 1'-0"1 FINISH FLOOR PLAN - BASEMENT NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 PREPARE WALL WITH LEVEL 4 FINISH FOR VINYL WALL ART INSTALLATION - COORDINATE WITH OWNER. 2 WALL TILE (WT-4, WT-5, WT-6, WT-7) TO BE INSTALLED RANDOMLY ON EXPANSE OF WALL. SEE IMAGE (3/A104) FOR WALL TILE INSTALLATION CONCEPT. COORDINATE WITH ARCHITECT FOR FINAL INSTALLATION. 3 WALL ART INSTALLATION - COORDINATE WITH OWNER. 4 WALL TILE (WT-9, WT-10, WT-11) AND TILE (T-2, T-3, T-4) TO BE INSTALLED RANDOMLY ON FLOOR AND WALL AS SPECIFIED. SEE IMAGE (2/A104) FOR TILE INSTALLATION CONCEPT. COORDINATE WITH ARCHITECT FOR FINAL INSTALLATION. 5 WALLMOUNT TV - OWNER FURNISHED, OWNER INSTALLED: COORDINATE WITH ELECTRICAL. 6 PAINT STRUCTURE (P-1). 7 RECLAIMED WOOD FEATURE WALL. COORDINATE WITH OWNER. 8 INSTALLATION TEAM TO PROVIDE INSTALLATION PLAN FOR ARCHITECTS FINAL APPROVAL. FLOOR FINISH PLAN GENERAL NOTES 1. FLOOR FINISHES ARE CONTINUOUS. ALL FLOORING IS TO CONTINUE BENEATH ALL ELEMENTS IN CONTACT WITH THE FLOOR. CONTRACTOR TO COORDINATE OPENINGS AND PROVIDE FLOORING WITHIN OPENINGS NOT SPECIFICALLY IDENTIFIED. 2. ALL PRODUCTS ARE TO BE PROVIDED AND INSTALLED PER MANUFACTURERS PUBLISHED REQUIREMENTS AND FASTENED AND ADHERED ACCORDING TO APPROVED METHODS. 3. ALL EXPOSED SURFACES ARE TO BE PREPARED TO RECEIVE NEW FINISHES. 4. ALL WIRE FRAMES, CONDUIT, ACCESS PANELS, GILLES, FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND MECHANICAL DEVICES SHALL BE FINISHED TO MATCH THE ADJACENT SURFACE UNLESS NOTED OTHERWISE. 5. ALL PAINT IS TO CONTINUE FROM BASE OF WALL TO TOP OF WALL AND EDGE OF WALL TO EDGE OF WALL UNLESS NOTED OTHERWISE. 6. ALL CEILING ACCESS PANELS TO MATCH ADJACENT SURFACE. 7. CONTRACTOR TO REPORT ANY DISCREPANCIES IN PRODUCT QUALITY TO ARCHITECT FOR REVIEW AND APPROVAL. 8. COMMENCEMENT OF WORK ON ANY SURFACE BY THE CONTRACTOR MEANS ACCEPTANCE OF THOSE SURFACES. 9. ALL INTERIOR DOOR FRAMES TO BE PAINTED, SEE (P-5). 10. REFER TO SHEET A541 FOR INTERIOR DETAILS. 11. REFER TO SHEET A411 AND A412 FOR INTERIOR ELEVATIONS. 12. REFER TO SHEET A113 FOR REFLECTED CEILING PLANS. 13. INTERIOR OF ALL CLOSED MILLWORK TO BE WHITE MELAMINE UNLESS NOTED. ALL EXPOSED EDGES AND SURFACES TO BE LAMINATE AS SPECIFIED. FOR ALL VERTICAL SURFACES UNLESS NOTED OTHERWISE, PROVIDE WHITE PLASTIC LAMINATE. FOR ALL HORIZONTAL SURFACES UNLESS NOTED OTHERWISE, PROVIDE WHITE PLASTIC LAMINATE. PULL HARDWARE TO BE TOP KNOB NOUVEAU COLLECTION 4" WIRE PULL WITH SATIN NICKEL FINISH. 14. FLOOR TRANSITION HEIGHTS NOT TO EXCEED 1/4" MAXIMUM. PROVIDE APPROPRIATE TRANSITION AT EACH LOCATION WHERE FLOOR MATERIAL CHANGES. 15. PROVIDE MANUAL ROLLER WINDOW SHADE AT ALL EXTERIOR GLAZING LOCATIONS. SEE SPECIFICATIONS. NORTH 3" = 1'-0"2 CONCEPT IMAGE OF FLOOR AND WALL TILE AT RESTROOMS IN - O - 3 1 3" = 1'-0"3 CONCEPT IMAGE OF WALL TILE AT BREAK ROOM IN - O - 3 1 1 A 2 3 B C D E1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 25' - 0"25' - 0"25' - 0"25' - 0" 6 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 100' - 0" 6 0 ' - 0 " 1' - 0"24' - 2 1/2"9 1/2"8' - 3 1/2"9" 1' - 8 3/4" 7' - 4"6' - 10 3/4" 1' - 0" 9"23' - 3"25' - 0"1' - 0" 1 ' - 0 " 6 ' - 5 " 1' - 0"24' - 0"1' - 0"25' - 0"1' - 0"24' - 0"19' - 5 1/2"5' - 6 1/2" 1 ' - 0 " 1 2 ' - 1 1 /2 " 8 ' - 4 1 /2 " 9 ' - 6 " 3 0 ' - 0 " 1 ' - 0 " 2 A311 5' - 6 1/2"4' - 0" 1' - 0"3' - 0" 1 ' - 0 " 1 ' - 0 " 9 ' - 1 0 " 3 ' - 9 " 1 ' - 0 " 5' - 6 1/2"1' - 6 3/8" ELEVATOR SHAFT T.O. SLAB 100' - 0" T.O. SLAB 100' - 0" T.O. SLAB 100' - 0" 11 11 7 ' - 5 3 /4 " 9 ' - 7 1 /4 " 2' - 4 3/4"2' - 10 1/8" MECH. SHAFT 4 A312 3 A312 2 A312 5 A312 3 ' - 3 " 9 " 3 ' - 0 " 9 " 8 ' - 8 1 /2 " 6 ' - 5 " 4 4 " 2 3 1 A562 3 ' - 0 " 1 ' - 0 " 3 ' - 0 " 1 ' - 0 " 16' - 5 1/2"1' - 0" 9 1/2"8' - 6 1/2" 1 A312 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:19 PM RE X B U R G C A L L C E N T E R LE V E L 1 S L A B P L A N A111 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 SLAB PLAN - LEVEL 1 NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 2 HOLD FOOTING DOWN FOR TURN DOWN SLAB - COORDINATE WITH STRUCTURAL 3 RECESSED CONCRETE SLAB FOR REVOLVING DOOR - COORDINATE SIZE AND DEPTH WITH DOOR MANUFACTURER SLAB PLAN GENERAL NOTES 1. ARCHITECTURAL SLAB PLANS SHALL DETERMINE SLAB EDGES; NOTIFY ARCHITECT OF ANY DETAILS INCONSISTENT WITH THE STRUCTURAL DRAWINGS PRIOR TO WORK. 2. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS AND KITCHEN DRAWINGS. 3. CONTRACTOR TO COORDINATE THE LOCATION OF ALL ROOF DRAINS WITH PLUMBING DRAWINGS. 4. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR OUTLETS WITH OWNER, ARCHITECT AND ELECTRICAL DRAWINGS. 5. REFER TO STRUCTURE FOR CONTROL JOINTS LOCATIONS ON SLABS ON GRADE UNLESS NOTED OTHERWISE. 6. INSTALL VAPOR BARRIER UNDER SLAB ON GRADE PER SPEC. NORTH num. description date 1 Revision 1 Date 1 UPUP F. E . C . F.E.C. A2012 A202 A201 1 1 1 A 2 3 B C D E A202 2 414.5 SF CONFERENCE 115 141 SF 1 ON 1 ROOM 104 124 SF OFFICE 105 2 ' - 6 " 175.5 SF CONFERENCE 106 97.5 SF ELECTRICAL 107 81 SF JANITOR 109 73 SF FIRE RISER 110 212 SF STAIR S2 109B 110 S2C 109A 103 107 S2B 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 A402 4 A452 3 176 SF MEN'S 112 176 SF WOMEN'S 113 48.5 SF MECH CHASE M1 113 112 S1B 203.5 SF STAIR S1 421 SF ENTRY 101 114.5 SF BIKES 102 ELEV. E1 41.5 SF COPY 108 495.5 SF AST. MGR. 111 745.5 SF OPEN AGENT OFFICE 103 124.5 SF OFFICE 119 131 SF OFFICE 120 167 SF OFFICE 118 1449.5 SF OPEN AGENT OFFICE 114 270.5 SF COLLAB. AREA 122 25' - 0"25' - 0"25' - 0"25' - 0" 6 0 ' - 0 " 100' - 0" 3 0 ' - 0 " 3 0 ' - 0 " 2 A311 A451 3 A453 4 133 SF OFFICE 117 133 SF OFFICE 116 172 SF HALL 121 A6 a A a A6 a H6 a H6 a H6 a H6 a A a A a A a A a A A A a A a A a A a A a A A A a A a A a A a A a A a A a A a A A6 a A6 a A a A a A a 1' - 0"8' - 6 1/2"16' - 5 1/2" 1 ' - 6 " 1 ' - 6 " 1 ' - 0 " 1 6 ' - 0 1 /2 " 6 ' - 1 1 /2 " 1 4 ' - 5 7 /8 " 3 ' - 0 " 6 ' - 4 1 /2 " 1' - 0"12' - 8"5' - 0"7' - 11 1/2"8' - 5"10' - 5"7' - 2 3/8" 4 5/8" 3' - 3"32' - 4"12' - 4 1/2"1' - 0" 1 ' - 6 " 1 ' - 0 " 1 5 ' - 8 " 5 ' - 4 " 1 ' - 5 1 /2 " 3 ' - 3 " 4 ' - 1 " 5 ' - 1 1 " 9 ' - 7 1 /2 " 5 ' - 1 " 9 ' - 7 " 1 ' - 0 " 6 " 1' - 6"1' - 0"15' - 8"8' - 4"3' - 0"4' - 0"6' - 11 1/2"13' - 0"8' - 7 1/2"22' - 8"1' - 6"10' - 6"5' - 9"4' - 0" 3 ' - 0 " 2 0 ' - 6 " 9 ' - 2 " 4 " 3 ' - 1 0 " 6 ' - 2 " 3 ' - 6 " 6 ' - 6 " 1 0 ' - 0 " 1 ' - 0 " 6 " 40' - 4"1' - 0"6"1' - 0"10' - 9"4' - 7 1/2"8' - 7 1/2"1' - 0" C2 A D a C2 C2 C2 C2 1 0 ' - 8 " 3 ' - 4 " 1 ' - 0 " 1 ' - 0 " 6 ' - 1 0 " 8 ' - 8 " 6' - 0 5/8"4' - 10 1/2"6' - 0 1/2" 106 105 120119 118 122 117 116 115 5' - 1 1/2" W5 W6 W7 W8 W9 W7 W10 W10 W11 W12 W13 WB WC WB WB WBWD 4 A312 3 A312 A412 2 2 A312 3' - 0" A a A a 5 A312 A a A a A412 1 A 1 104 WA A a A562 6 22 WK A562 8 A562 9 A562 8 A562 9 9 ' - 8 " 6' - 11" 121 101 102 W3 W2 RR VESTIBULE 123 1' - 0" W4 4 ' - 8 1 /2 " 8 ' - 6 " A412 4 A547 1 A547 1A547 1 A547 5 A563 7 A563 7 A563 7 A563 7 33 33 A402 10 A563 8 13 A546 1 A312 A547 13 A547 13 A547 14 M I N 1 8 ". C a A 4 4' - 0"3' - 0" 2 ' - 9 " 3 ' - 3 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:24 PM RE X B U R G C A L L C E N T E R LE V E L 1 F L O O R P L A N A112 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 FLOOR PLAN - LEVEL 1 NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 COPY MACHINE BY OWNER, G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL 2 SECURITY TURNSTILES (1) 48" OPENING (1) 36" OPENING. G.C. TO PROVIDE POWER AND DATA TO THIS LOCATION - COORDINATE WITH ELECTRICAL 3 EXPOSED STRUCTURE ABOVE, PAINTED 4 BIKE RACK - ULTRA SPACE SAVER SQUARED SINGLE SIDED - 4 SPACES SEE 14/A547 FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. PAINT ALL EXPOSED COLUMNS AND A-FRAME BEAMS P-1. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NORTH num. description date 1 Revision 1 Date 1 WP F/ S 2 H R F/ S 2 H R M M M A2012 A202 A201 1 1 1 A 2 3 B C D E A202 2 WOMEN'S 113 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 JANITOR 109 FIRE RISER 110 STAIR S2 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 O.T.S. 4 A545 5 A545 5 A545 5 A545 5 A545 5 A545 5 A545 25' - 0"25' - 0"25' - 0"25' - 0" 100' - 0" 3 0 ' - 0 " 3 0 ' - 0 " 6 0 ' - 0 " STAIR S1 MEN'S 112 OFFICE 118 OFFICE 119 OFFICE 120 COLLAB. AREA 122 CONFERENCE 115 ENTRY 101 ELEV. E1 BIKES 102 COPY 108 AST. MGR. 111 OPEN AGENT OFFICE 103 OPEN AGENT OFFICE 114 ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" GB-1 9' - 0" GB-1 9' - 0" 2 ' - 0 " 2 ' - 0 " 1' - 6" 4 ' - 0 " FL-1 10' - 0" OFFICE 117 OFFICE 116 HALL 121 1' - 6" 1 ' - 6 " 1 ' - 6 " ACT-1 9' - 0" ACT-1 10' - 0" GB-1 9' - 0" GB-1 10' - 0" WP-1 10' - 0" 4 A312 3 A312 2' - 0" 2 A312 1 1 1 1 1 1 1 1 1 1 1 5 A312 GB-1 9' - 11" FL-1 10' - 0" FL-1 10' - 0" 1 ' - 6 " 1' - 6"1' - 6" 1 ' - 6 " 1 ' - 0 " 1 ' - 0 " 1' - 0" GB-1 9' - 11" O.T.S. O.T.S. OPEN TO ABOVE OPEN TO ABOVE OP E N T O A B O V E GB-1 9' - 11" O.T.S. 6 A545 7 A545 7 A545 7 A545 6 A545 O.T.S. 2 2 2 6 " O.T.S. O.T.S. O.T.S. O.T.S. 4 5 ° 4 5 ° 6" GB-1 9' - 0" GB-1 9' - 11" A547 1 A547 1 A547 1 A547 5 1 A312 3 3 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:29 PM RE X B U R G C A L L C E N T E R LE V E L 1 R E F L E C T E D C E I L I N G P L A N A113 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 CEILING PLAN - LEVEL 1 NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 CONCEALED ROLL DOWN WINDOW SHADE BY CONTRACTOR, SEE DETAIL 1/A561 - COORDINATE WITH ELECTRICAL 2 EXPOSED STRUCTURE ABOVE, PAINTED 3 DO NOT PAINT OPEN TO STRUCTURE CEILING (OTS) IN THIS ROOM. REFLECTED CEILING PLAN GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, CENTER OF SUSPENDED CEILING GRIDS OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 4. ALL GWB SOFFITS AND BULKHEADS ARE TO BE 2 INCHES BELOW ADJACENT SUSPENDED CEILING SYSTEMS, UNLESS NOTED OTHERWISE. 5. FINISHED CEILING HEIGHT IS 10’-0” UNLESS NOTED OTHERWISE. 6. SUSPENDED CEILING TILES IN EACH ROOM ARE TO BE CONFIGURED SUCH THAT NO LESS THAN ONE-HALF A BORDER TILE EXISTS ADJACENT TO ANY ROOM WALL, UNLESS NOTED OTHERWISE. 7. SUSPENDED CEILING GRIDS ARE LAID OUT WITH EITHER A TILE OR A GRID AT THE CENTER OF THE ROOM IN EACH DIRECTION UNLESS NOTED OR DIMENSIONED OTHERWISE. 8. CEILINGS IN ELECTRICAL ROOMS, TELEPHONE ROOMS, M ECHANICAL ROOMS AND OTHER SIMILAR SPACES ARE EXPOSED TO STRUCTURE ABOVE UNLESS NOTED OR SCHEDULED OTHERWISE. 9. ALL EXPOSED DECK TO BE PAINTED 10. ALL EXPOSED STRUCTURE TO BE PAINTED 11. ALL EXPOSED MECHANICAL, ELECTRICAL PLUMBING SYSTEMS TO BE PAINTED 12. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND GRILLE LOCATIONS, INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 13. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS, INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 14. ALL LIGHTING TO BE CENTERED OR SET IN CEILING GRID UNLESS NOTED OTHERWISE. 15. ALL SPRINKLER HEADS ARE TO BE CENTERED IN CEILI NG GRID UNLESS NOTED OTHERWISE. REFLECTED CEILING LEGEND (WP-1)SUSPENDED WOOD GRILLE CEILING (ACT-1)2X2 LAY-IN TILE CEILING (GB-1)GYP. BD. CEILING LIGHT FIXTURES MECHANICAL EQUIPMENT (FL-1)FELT CEILING NORTH num. description date 1 Revision 1 Date 1 UPUP CONFERENCE 115 WOMEN'S 113 MEN'S 112 OFFICE 116 OFFICE 117 OFFICE 118 OFFICE 119 OFFICE 120 OPEN AGENT OFFICE 103 COLLAB. AREA 122 OPEN AGENT OFFICE 114 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 COPY 108 AST. MGR. 111 JANITOR 109 FIRE RISER 110 STAIR S2 STAIR S1 ENTRY 101 BIKES 102 HALL 121 1 A631 1 2 1 A631 1 A631 1 A631 1 A631 P- 5 P- 5 P-5 P-5 P-5 2 1 P-3 RR VESTIBULE 123 3 33 WT-2, WT-3 P-3 P- 3 P- 3 1 A6314 P-5 P-5 2 P- 4 1 A631 1 A631 1 A631 1 2 T-2, T-3 5 C-11 A631 P- 4 P- 4 P-4 1 A631 1 A631 WOC-1 WOC-1 T-1 T-1 P- 4 1 A312 6 6 6 6 6 7 8 8 8 8 8 8 8 88 8 99 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:33 PM RE X B U R G C A L L C E N T E R LE V E L 1 F L O O R F I N I S H E S A114 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 FINISH FLOOR PLAN - LEVEL 1 num. description date 1 Revision 1 Date 1 NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 WALL ART INSTALLATION. COORDINATE WITH OWNER. 2 PREPARE WALL WITH LEVEL 4 FINISH FOR VINYL WALL ART INSTALLATION - COORDINATE WITH OWNER. 3 SEE IMAGE (2/A104) FOR FLOOR TILE INSTALLATION CONCEPT. COORDINATE WITH ARCHITECT FOR FINAL INSTALLATION. 4 RECLAIMED WOOD WALL FEATURE - COORDINATE WITH OWNER. 5 RECLAIMED WOOD SCREEN TO BE COORDINATED WITH OWNER. 6 WALLMOUNT TV - OWNER FURNISHED, OWNER INSTALLED: COORDINATE WITH ELECTRICAL. 7 BUILT IN BENCH. SEE ELEVATIONS AND DETAILS. 8 PAINT STRUCTURE (P-1). 9 INSTALLATION TEAM TO PROVIDE INSTALLATION PLAN FOR ARCHITECTS FINAL APPROVAL. FLOOR FINISH PLAN GENERAL NOTES 1. FLOOR FINISHES ARE CONTINUOUS. ALL FLOORING IS TO CONTINUE BENEATH ALL ELEMENTS IN CONTACT WITH THE FLOOR. CONTRACTOR TO COORDINATE OPENINGS AND PROVIDE FLOORING WITHIN OPENINGS NOT SPECIFICALLY IDENTIFIED. 2. ALL PRODUCTS ARE TO BE PROVIDED AND INSTALLED PER MANUFACTURERS PUBLISHED REQUIREMENTS AND FASTENED AND ADHERED ACCORDING TO APPROVED METHODS. 3. ALL EXPOSED SURFACES ARE TO BE PREPARED TO RECEIVE NEW FINISHES. 4. ALL WIRE FRAMES, CONDUIT, ACCESS PANELS, GILLES, FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND MECHANICAL DEVICES SHALL BE FINISHED TO MATCH THE ADJACENT SURFACE UNLESS NOTED OTHERWISE. 5. ALL PAINT IS TO CONTINUE FROM BASE OF WALL TO TOP OF WALL AND EDGE OF WALL TO EDGE OF WALL UNLESS NOTED OTHERWISE. 6. ALL CEILING ACCESS PANELS TO MATCH ADJACENT SURFACE. 7. CONTRACTOR TO REPORT ANY DISCREPANCIES IN PRODUCT QUALITY TO ARCHITECT FOR REVIEW AND APPROVAL. 8. COMMENCEMENT OF WORK ON ANY SURFACE BY THE CONTRACTOR MEANS ACCEPTANCE OF THOSE SURFACES. 9. ALL INTERIOR DOOR FRAMES TO BE PAINTED, SEE (P-5). 10. REFER TO SHEET A541 FOR INTERIOR DETAILS. 11. REFER TO SHEET A411 AND A412 FOR INTERIOR ELEVATIONS. 12. REFER TO SHEET A113 FOR REFLECTED CEILING PLANS. 13. INTERIOR OF ALL CLOSED MILLWORK TO BE WHITE MELAMINE UNLESS NOTED. ALL EXPOSED EDGES AND SURFACES TO BE LAMINATE AS SPECIFIED. FOR ALL VERTICAL SURFACES UNLESS NOTED OTHERWISE, PROVIDE WHITE PLASTIC LAMINATE. FOR ALL HORIZONTAL SURFACES UNLESS NOTED OTHERWISE, PROVIDE WHITE PLASTIC LAMINATE. PULL HARDWARE TO BE TOP KNOB NOUVEAU COLLECTION 4" WIRE PULL WITH SATIN NICKEL FINISH. 14. FLOOR TRANSITION HEIGHTS NOT TO EXCEED 1/4" MAXIMUM. PROVIDE APPROPRIATE TRANSITION AT EACH LOCATION WHERE FLOOR MATERIAL CHANGES. 15. PROVIDE MANUAL ROLLER WINDOW SHADE AT ALL EXTERIOR GLAZING LOCATIONS. SEE SPECIFICATIONS. NORTH 1 A 2 3 B C D E1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 25' - 0"25' - 0"25' - 0"25' - 0" 3 0 ' - 0 " 3 0 ' - 0 " 100' - 0" 6 0 ' - 0 " 1' - 0"24' - 0"1' - 0"25' - 0"1' - 0"24' - 0"19' - 5 1/2"5' - 6 1/2"3' - 9 1/2" 1 ' - 0 " 1 2 ' - 1 1 /2 " 8 ' - 2 " 9 ' - 8 1 /2 " 3 0 ' - 0 " 1 ' - 0 " 1' - 0"24' - 2 1/2"9 1/2"8' - 6 1/2"16' - 5 1/2"1' - 0"24' - 0"25' - 0"1' - 0" 2' - 9 1/2" 6 ' - 5 " 1 ' - 0 " 7 ' - 6 " 1 ' - 0 " 1 ' - 0 " 9 ' - 1 0 " 3 ' - 9 " 1 ' - 0 " 7 ' - 6 " 5' - 6 1/2"1' - 6 1/2" 7 ' - 5 3 /4 " 9 ' - 7 1 /4 " 2' - 4 3/4"2' - 10 1/8" ELEVATOR SHAFT MECH. SHAFT T.O. SLAB 114' - 0" T.O. SLAB 114' - 0" 11 11 4 A312 3 A312 2 A312 5 A312 3 ' - 0 " 1 ' - 0 " 1 A312 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:34 PM RE X B U R G C A L L C E N T E R LE V E L 2 S L A B P L A N A121 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NORTH NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL SLAB PLAN GENERAL NOTES 1. ARCHITECTURAL SLAB PLANS SHALL DETERMINE SLAB EDGES; NOTIFY ARCHITECT OF ANY DETAILS INCONSISTENT WITH THE STRUCTURAL DRAWINGS PRIOR TO WORK. 2. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS AND KITCHEN DRAWINGS. 3. CONTRACTOR TO COORDINATE THE LOCATION OF ALL ROOF DRAINS WITH PLUMBING DRAWINGS. 4. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR OUTLETS WITH OWNER, ARCHITECT AND ELECTRICAL DRAWINGS. 5. REFER TO STRUCTURE FOR CONTROL JOINTS LOCATIONS ON SLABS ON GRADE UNLESS NOTED OTHERWISE. 6. INSTALL VAPOR BARRIER UNDER SLAB ON GRADE PER SPEC. 3/16" = 1'-0"1 SLAB PLAN - LEVEL 2 num. description date 1 Revision 1 Date 1 UP F. E . C . F.E.C. RE F . A2012 A202 A201 1 1 1 A 2 3 B C D E A202 2 A6 a C A a A a A a A6 a A6 a C2 C2 C2 749 SF OPEN AGENT OFFICE 202 141 SF 1 ON 1 ROOM 203 124 SF OFFICE 204 175.5 SF CONFERENCE 205 97.5 SF ELECTRICAL / IT 206 212 SF STAIR S2 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 A452 4 175.5 SF MEN'S 212 102.5 SF LOBBY 201 81 SF JANITOR 208 73 SF STORAGE 209 176.5 SF WOMEN'S 213 537 SF CONFERENCE 214 590 SF REFRESH 215 203.5 SF STAIR S1 491.5 SF AST MGR. 210 100' - 0" 25' - 0"25' - 0"25' - 0"25' - 0" 6 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 123 SF OFFICE 216 124.5 SF OFFICE 217 COPY 207 1616 SF OPEN AGENT OFFICE 211 2 A311 A451 4 ELEV. E1 A453 5 A403 4 153.5 SF HALL 218 48.5 SF MECH CHASE M2 A a A a A a A A a A a A a A a A a A6 a H6 a H6 a H6 a A a A a A A A A a AAa A a 1' - 0"8' - 6 1/2"16' - 5 1/2"1' - 0" C2 C2 1 ' - 0 " 1 ' - 0 " 1 5 ' - 8 " 5 ' - 4 " 1 ' - 5 1 /2 " 7 ' - 4 " 1 0 ' - 1 1 1 /2 " 4 ' - 7 " 5 ' - 0 " 9 ' - 8 " 1 ' - 0 " 6 " 1' - 0"1' - 0"15' - 8"1' - 6"6' - 10"3' - 0"4' - 0"6' - 11 1/2"13' - 0"8' - 7 7/8"24' - 1 5/8"9' - 9 3/8"8 5/8"5' - 9"4' - 0" 3 ' - 0 " 2 0 ' - 6 " 9 ' - 2 " 4 " 3 ' - 1 0 " 3 ' - 1 0 " 2 ' - 4 " 3 ' - 6 " 6 ' - 6 " 1 0 ' - 0 " 1 ' - 6 " 1' - 0"8' - 8"15' - 4"25' - 0"1' - 6"1' - 6"11' - 1 1/2"4' - 3"8' - 7 1/2"1' - 0" 1' - 0"1' - 0"7' - 5 13/32"18' - 2 3/32"12' - 3"2' - 0"12' - 2"3' - 3"32' - 4"12' - 4 1/2"1' - 0"1' - 0" 2 ' - 0 " 1 ' - 0 " 1 ' - 0 " 2 2 ' - 2 " 1 7 ' - 5 7 /8 " 6 ' - 9 1 /8 " 9 ' - 1 0 " 3 ' - 9 " 1 ' - 0 " 1 ' - 0 " 6' - 0 5/8"4' - 10 1/2"6' - 0 1/2" H6 a 2 ' - 0 " 1 ' - 0 " 1 ' - 0 " A6 a 1 ' - 0 "6 ' - 1 0 " 8 ' - 8 " S2D 206 S1C 213 212 208B 208A 217216 204 214B 214A W5 W6 W7 W15 W9W7 W16 W16 W11 W12 W13 CONFERENCE 200 9' - 10 3/4" WE WB 9 ' - 1 1 1 /8 " WF WGWG 4 A312 3 A312 A4126 2 A312 A a A a A a 5 A312 A a 1 A412 1 5 4' - 4"2' - 0" 1' - 6" E Q . 8 ' - 6 " E Q . 203 WA A a A a A562 6 A562 6 A562 8 A562 9 A562 8 A562 9 C 1 ' - 0 " 1 ' - 0 " W14 RR VESTIBULE 219 205 A547 1 A412 8 7 C C C A412 3 A547 1 A547 1 A547 5 A4129 22 22 A563 7 A563 7 A563 7 A563 7 A563 8 A563 7 A563 8 A563 7 A563 8 A563 7 A563 7 A563 7 1 A312 A547 13 A547 13 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:39 PM RE X B U R G C A L L C E N T E R LE V E L 2 F L O O R P L A N A122 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 COPY MACHINE BY OWNER, G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL 2 EXPOSED STRUCTURE, PAINTED TO MATCH STOREFRONT - COORDINATE WITH STRUCTURAL FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. PAINT ALL EXPOSED COLUMNS AND A-FRAME BEAMS P-1. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3/16" = 1'-0"1 FLOOR PLAN - LEVEL 2 NORTH num. description date 1 Revision 1 Date 1 WP WP WP WP F/ S 2 H R F/ S 2 H R M M M A2012 A202 A201 1 1 1 A 2 3 B C D E A202 2 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 4 A545 25' - 0"25' - 0"25' - 0"25' - 0" 100' - 0" 3 0 ' - 0 " 3 0 ' - 0 " 6 0 ' - 0 " REFRESH 215 OPEN AGENT OFFICE 202 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 CONFERENCE 214 WOMEN'S 213 JANITOR 208 STORAGE 209 STAIR S1 ELEV. E1 MEN'S 212 LOBBY 201 AST MGR. 210 OFFICE 216 OFFICE 217 COPY 207 OPEN AGENT OFFICE 211 ACT-1 10' - 0" ACT-1 10' - 0" ACT-1 10' - 0" GB-1 9' - 11" ACT-1 10' - 0" ACT-1 10' - 0" GB-1 9' - 0" GB-1 9' - 0" ACT-1 10' - 0" FL-1 10' - 0" ACT-1 10' - 0" GB-1 9' - 0" GB-1 9' - 0" FL-1 10' - 0" 2' - 0" 2 ' - 0 " 2 ' - 0 " 2' - 0" 4 ' - 5 3 /1 6 " 4' - 5 3/16" 4 ' - 5 3 /1 6 " 4' - 5 3/16" 6' - 6" 5 ' - 6 " 4 ' - 5 3 /1 6 " GB-1 9' - 0" GB-1 9' - 11" 4 A312 3 A312 2 A312 OPEN TO ABOVE OPEN TO ABOVE OP E N T O A B O V E OPEN TO ABOVE 1 2 22 2 2 2 2 2 2 2 2 2 5 A312 FL-1 10' - 0" CONFERENCE 200 ACT-1 10' - 0" GB-1 9' - 11" GB-1 9' - 11" O.T.S. O.T.S. O.T.S. GB-1 9' - 11" 6 A545 6 A545 7 A545 7 A545 7 A545 O.T.S. 3 3 3 3 O.T.S. O.T.S. O.T.S. O.T.S. O.T.S. GB-1 9' - 0" OPEN TO ABOVE 3 A547 5 A547 1 A547 1 A547 1 1 A312 4 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:45 PM RE X B U R G C A L L C E N T E R LE V E L 2 R E F L E C T E D C E I L I N G P L A N A123 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 CEILING PLAN - LEVEL 2 NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 36" X 72" ROOF ACCESS HATCH W/ INTEGRATED GUARDRAIL 2 CONCEALED ROLL DOWN WINDOW SHADE BY CONTRACTOR, SEE DETAIL 1/A561 - COORDINATE WITH ELECTRICAL 3 EXPOSED STRUCTURE ABOVE, PAINTED 4 DO NOT PAINT OPEN TO STRUCTURE CEILING (OTS) IN THIS ROOM. REFLECTED CEILING PLAN GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, CENTER OF SUSPENDED CEILING GRIDS OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 4. ALL GWB SOFFITS AND BULKHEADS ARE TO BE 2 INCHES BELOW ADJACENT SUSPENDED CEILING SYSTEMS, UNLESS NOTED OTHERWISE. 5. FINISHED CEILING HEIGHT IS 10’-0” UNLESS NOTED OTHERWISE. 6. SUSPENDED CEILING TILES IN EACH ROOM ARE TO BE CONFIGURED SUCH THAT NO LESS THAN ONE-HALF A BORDER TILE EXISTS ADJACENT TO ANY ROOM WALL, UNLESS NOTED OTHERWISE. 7. SUSPENDED CEILING GRIDS ARE LAID OUT WITH EITHER A TILE OR A GRID AT THE CENTER OF THE ROOM IN EACH DIRECTION UNLESS NOTED OR DIMENSIONED OTHERWISE. 8. CEILINGS IN ELECTRICAL ROOMS, TELEPHONE ROOMS, M ECHANICAL ROOMS AND OTHER SIMILAR SPACES ARE EXPOSED TO STRUCTURE ABOVE UNLESS NOTED OR SCHEDULED OTHERWISE. 9. ALL EXPOSED DECK TO BE PAINTED 10. ALL EXPOSED STRUCTURE TO BE PAINTED 11. ALL EXPOSED MECHANICAL, ELECTRICAL PLUMBING SYSTEMS TO BE PAINTED 12. SEE MECHANICAL DRAWINGS FOR DIFFUSER AND GRILLE LOCATIONS, INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 13. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS, INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. 14. ALL LIGHTING TO BE CENTERED OR SET IN CEILING GRID UNLESS NOTED OTHERWISE. 15. ALL SPRINKLER HEADS ARE TO BE CENTERED IN CEILI NG GRID UNLESS NOTED OTHERWISE. REFLECTED CEILING LEGEND (WP-1)SUSPENDED WOOD GRILLE CEILING (ACT-1)2X2 LAY -IN TILE CEILING (GB-1)GYP. BD. CEILING LIGHT FIXTURES MECHANICAL EQUIPMENT (FL-1)FELT CEILING NORTH num. description date 1 Revision 1 Date 1 RE F . OFFICE 216 OFFICE 217 STAIR S1 CONFERENCE 200 OPEN AGENT OFFICE 202 AST MGR. 210 OPEN AGENT OFFICE 211 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 JANITOR 208 STORAGE 209 CONFERENCE 214 REFRESH 215 HALL 218 WOMEN'S 213 MEN'S 212 LOBBY 201 1 A631 1 A631 1 A631 1 A631 P- 5 P- 5 1 2 RR VESTIBULE 219 3 3 3 4 WT - 1 3 1 A631 1 A631 P-4P-4 P-4 P- 4 P- 4 WT-2/WT-3 1 5 5 1 1 A631 1 A631 1 A631 COPY 207 P- 3 2 2 P-5 P-5 T-2, T-3 C-1 1 A631 1 A631 466 T-1 C-1 T-1 C-1 P- 3 7 8 8 8 8 8 9 9 9 9 99 9 10 11 11 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:47 PM RE X B U R G C A L L C E N T E R LE V E L 2 F L O O R F I N I S H E S A124 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 WALL ART INSTALLATION. COORDINATE WITH OWNER. 2 PREPARE WALL WITH LEVEL 4 FINISH FOR VINYL WALL ART INSTALLATION - COORDINATE WITH OWNER. 3 SEE IMAGE (2/A104) FOR FLOOR TILE INSTALLATION CONCEPT. COORDINATE WITH ARCHITECT FOR FINAL INSTALLATION. 4 RECLAIMED WOOD WALL FEATURE - COORDINATE WITH OWNER. 5 FROSTED GRAPHIC - COORDINATE WITH OWNER. 6 PROVIDE AUTEX CASCADE HANGING SCREENS, STATIC DESIGN S 16 COLOR IRONBANK. 7 CARNEGIE HEX ACOUSTIC WALL PANEL DESIGN - FINAL DESIGN TO BE COORDINATED WITH ARCHITECT. 8 WALLMOUNT TV - OWNER FURNISHED, OWNER INSTALLED: COORDINATE WITH ELECTRICAL. 9 PAINT STRUCTURE (P-1). 10 BUILT IN BENCH. SEE ELEVATIONS AND DETAILS. 11 INSTALLATION TEAM TO PROVIDE INSTALLATION PLAN FOR ARCHITECTS FINAL APPROVAL. FLOOR FINISH PLAN GENERAL NOTES 1. FLOOR FINISHES ARE CONTINUOUS. ALL FLOORING IS TO CONTINUE BENEATH ALL ELEMENTS IN CONTACT WITH THE FLOOR. CONTRACTOR TO COORDINATE OPENINGS AND PROVIDE FLOORING WITHIN OPENINGS NOT SPECIFICALLY IDENTIFIED. 2. ALL PRODUCTS ARE TO BE PROVIDED AND INSTALLED PER MANUFACTURERS PUBLISHED REQUIREMENTS AND FASTENED AND ADHERED ACCORDING TO APPROVED METHODS. 3. ALL EXPOSED SURFACES ARE TO BE PREPARED TO RECEIVE NEW FINISHES. 4. ALL WIRE FRAMES, CONDUIT, ACCESS PANELS, GILLES, FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND MECHANI CAL DEVICES SHALL BE FINISHED TO MATCH THE ADJACENT SURFACE UNLESS NOTED OTHERWISE. 5. ALL PAINT IS TO CONTINUE FROM BASE OF WALL TO TOP OF WALL AND EDGE OF WALL TO EDGE OF WALL UNLESS NOTED OTHERWISE. 6. ALL CEILING ACCESS PANELS TO MATCH ADJACENT SURFACE. 7. CONTRACTOR TO REPORT ANY DISCREPANCIES IN PRODUCT QUALITY TO ARCHITECT FOR REVIEW AND APPROVAL. 8. COMMENCEMENT OF WORK ON ANY SURFACE BY THE CONTRACTOR MEANS ACCEPTANCE OF THOSE SURFACES. 9. ALL INTERIOR DOOR FRAMES TO BE PAINTED, SEE (P-5). 10. REFER TO SHEET A541 FOR INTERIOR DETAILS. 11. REFER TO SHEET A411 AND A412 FOR INTERIOR ELEVATIONS. 12. REFER TO SHEET A113 FOR REFLECTED CEILING PLANS. 13. INTERIOR OF ALL CLOSED MILLWORK TO BE WHITE MELAMINE UNLESS NOTED. ALL EXPOSED EDGES AND SURFACES TO BE LAMINATE AS SPECIFIED. FOR ALL VERTICAL SURFACES UNLESS NOTED OTHERWISE, PROVIDE WHITE PLASTIC LAMINATE. FOR ALL HORIZONTAL SURFACES UNLESS NOTED OTHERWISE, PROVIDE WHITE PLASTIC LAMINATE. PULL HARDWARE TO BE TOP KNOB NOUVEAU COLLECTION 4" WIRE PULL WITH SATIN NICKEL FINISH. 14. FLOOR TRANSITION HEIGHTS NOT TO EXCEED 1/4" MAXI MUM. PROVIDE APPROPRIATE TRANSITION AT EACH LOCATION WHERE FLOOR MATERIAL CHANGES. 15. PROVIDE MANUAL ROLLER WINDOW SHADE AT ALL EXTERIOR GLAZING LOCATIONS. SEE SPECIFICATIONS. 3/16" = 1'-0"1 FINISH FLOOR PLAN - LEVEL 2 num. description date 1 Revision 1 Date 1 NORTH F/ S 2 H R F/ S 2 H R M M MF/ S 2 H R F/ S 2 H R M M M 1 A 2 3 B C D E1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 1 /4 " / 1 2 " 1 /4 " / 1 2 " 1/4" / 12"1/4" / 12" 1 /4 " / 1 2 " 1 /4 " / 1 2 " 1/4" / 12" 25' - 0"25' - 0"25' - 0"25' - 0" 100' - 0" 6 0 ' - 0 " 3 0 ' - 0 " 3 0 ' - 0 " 1 /4 " / 1 2 " 2 A311 1 /4 " / 1 2 " DECK BEARING 127' - 4" DECK BEARING 128' - 0" DECK BEARING 128' - 0" DECK BEARING 128' - 0" DECK BEARING 127' - 4" DECK BEARING 128' - 0" DECK BEARING 128' - 0"DECK BEARING 128' - 0" 4 A312 3 A312 A501 11 A501 11 2 A312 11 22 22 3 4 4 4 4 4 4 4 4 4 4 4 22 22 2 1 A501 1 A501VALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEY RI D G E 4 A501 1 A501 1 A501 4 A501 4 A501 2 A5012 A501 1 A501 1 A501 TOP OF INSULATION 128' 1/4" / 12" 5 6 5 5 1 A312 1 3 ' - 6 " 5 ' - 6 " 3' - 6"25' - 0"3' - 6" 3' - 6"25' - 0"3' - 6" 6 ' - 6 " 9 ' - 6 " 8' - 3"6' - 6" 5 ' - 6 " 2 3 ' - 0 " 5 ' - 9 " 6' - 7" A141 2 1 C1 A301 1 A311 18' - 0"5' - 8" 7 ' - 1 0 " 4 22 1 5 4 4 A501 SIM Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:51 PM RE X B U R G C A L L C E N T E R RO O F P L A N A141 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 ROOF DRAIN - COORDINATE WITH MECHANICAL 2 SINGLE - PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING 3 36" X 72" ROOF ACCESS HATCH W/ INTEGRATED GUARDRAIL 4 PRE - FINISHED METAL FLASHING WITH DRIP EDGE 5 TAPERED CRICKET INSULATION 6 TRAFFIC MEMBRANE - LAYOUT SHOWN IS CONCEPTUAL ONLY - PROVIDE PATHWAY AS REQUIRED TO ACCESS AND SERVICE ALL ROOF TOP EQUIPMENT ROOF PLAN GENERAL NOTES 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 11. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 12. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 13. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT INSIDE BUILDING W/ MECHANICAL, ELECTRICAL, AND PLUMBING. 14. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. 3/16" = 1'-0"1 ROOF PLAN NORTH num. description date 1 Revision 1 Date 1 3/16" = 1'-0"2 LOWER ROOF LEVEL 1 100' -0" LEVEL 2 114' -0" 1232 A301 DECK BEARING 128' -0" W6 W6 W7 W7 S2C E-1 M-1 TR-1 MP-1 MC-1 E-1 MP-2 4 A312 2 A312 MP-1 12 A561 9 A502 1 W4 101 E-1 MP-1MP-1 MP-1 MP-1 SIM LEVEL 1 100' -0" LEVEL 2 114' -0" A B C D E 1 A301 3 A301 DECK BEARING 128' -0" 2 A311 W15 W8 W9 W7 W7 W10 W16 110 TR-1 MC-1 E-1 MP-1 MP-1 M-1 E-1 MP-2 TR-1MC-1 3 A312 12 A561 1 1 A312 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:54 PM RE X B U R G C A L L C E N T E R EX T E R I O R E L E V A T I O N S A201 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"2 EAST ELEVATION 3/16" = 1'-0"1 SOUTH ELEVATION MATERIAL AND FINISH SCHEDULE MARK DESCRIPTION COLOR SIZE FINISH EIFS E-1 EIFS MATCH PAINT SW7512 PAVILLION BEIGE 2" SAND BLAST MASONRY M-1 BRICK VENEER CEDAR 3 5/8" X 3 5/8" X 16" PER MANUFACTURER METAL MC-1 PRE-FINISHED METAL PARAPET CAP MATCH RAIN SCREEN SEE DETAILS PRE-FINISHED METAL PANEL SYSTEM MP-1 METAL PANEL SYSTEM ANODIC CLEAR 12" TALL ACM - PRE FINISHED TILE CLADDING TR-1 TILE RAINSCREEN COFFEE 9" TALL PER MANUFACTURER WP-1 SUSPENDED WOOD GRILLE CEILING WHITE OAK --- SATIN CLEAR EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 1/2" GAP BETWEEN ALL DISSIM ILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 EXPANSION JOINT num. description date 1 Revision 1 Date 1 LEVEL 1 100' -0" LEVEL 2 114' -0" ABCDE1 A301 3 A301 1 A311 3 A311 DECK BEARING 128' -0" W5 W5 W13 W13 MC-1 MP-1TR-1E-1 MP-2 M-1M-1 MP-1TR-1MC-1E-1 MP-1 3 A31212 A561 12 A561 1 W14 W3 101102 MP-1 MP-1MP-1 MP-1 1 A312 MP-1 LEVEL 1 100' -0" LEVEL 2 114' -0" 1 2 32 A301 DECK BEARING 128' -0" W12 W12 W11 W11 W16 W10 TR-1 E-1 MP-2 M-1MC-1TR-1E-1 MP-2 MP-1 4 A312 2 A312 1 W2 MP-1MP-1MP-1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:42:57 PM RE X B U R G C A L L C E N T E R EX T E R I O R E L E V A T I O N S A202 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 NORTH ELEVATION MATERIAL AND FINISH SCHEDULE MARK DESCRIPTION COLOR SIZE FINISH EIFS E-1 EIFS MATCH PAINT SW7512 PAVILLION BEIGE 2" SAND BLAST MASONRY M-1 BRICK VENEER CEDAR 3 5/8" X 3 5/8" X 16" PER MANUFACTURER METAL MC-1 PRE-FINISHED METAL PARAPET CAP MATCH RAIN SCREEN SEE DETAILS PRE-FINISHED METAL PANEL SYSTEM MP-1 METAL PANEL SYSTEM ANODIC CLEAR 12" TALL ACM - PRE FINISHED TILE CLADDING TR-1 TILE RAINSCREEN COFFEE 9" TALL PER MANUFACTURER WP-1 SUSPENDED WOOD GRILLE CEILING WHITE OAK --- SATIN CLEAR EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 1/2" GAP BETWEEN ALL DISSIM ILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE PAINTED (I.E. LINTELS, ETC.). 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATIONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BIB, AND FDC CONNECTION LOCATIONS, ETC. NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 EXPANSION JOINT 3/16" = 1'-0"2 WEST ELEVATION num. description date 1 Revision 1 Date 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 1 2 3 DECK BEARING 128' -0" MEN'S 112 MEN'S 212 LOBBY 201 STORAGE 013 OPEN AGENT OFFICE 114 OPEN AGENT OFFICE 211 A311 1 ENTRY 101 CONFERENCE 200 HALL 014 MOTHER'S 010 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" A B C D E ELECTRICAL / IT 206 ELECTRICAL 107 TRAINING 015 DECK BEARING 128' -0" WOMEN'S 113 CONFERENCE 214 MEN'S 011 WOMEN'S 012 WOMEN'S 213 MECH CHASE M2 MEN'S 112 COPY 108 AST. MGR. 111 EMPLOYEE LOUNGE 007 JANITOR 006 ELECTRICAL 005 MEN'S 212 AST MGR. 210 COLLAB. AREA 122 COPY 207 A312 4 OFFICE 116 RR VESTIBULE 123 HALL 014 RR VESTIBULE 219 REFRESH 215 PHONE 017 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 123 STAIR S2 ELECTRICAL / IT 206 CONFERENCE 205 OFFICE 204 1 ON 1 ROOM 203 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 DECK BEARING 128' -0" BREAK ROOM 004 ELECTRICAL 005 A311 3 A452 5 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:07 PM RE X B U R G C A L L C E N T E R BU I L D I N G S E C T I O N S A301 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/8" = 1'-0"1 BUILDING SECTION 1/8" = 1'-0"2 BUILDING SECTION 1/8" = 1'-0"3 BUILDING SECTION num. description date 1 Revision 1 Date 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 1 BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID FOUNDATION INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 3-5/8" METAL STUD FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL A561 11 DECK BEARING 128' -0" A501 1 MASONRY VENEER AS SCHEDULED 6" METAL STUD METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PRE -FINISHED METAL PARAPET CAP EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL GLAZING SYSTEM AS SCHEDULED RETAINING WALL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL T.O. WALL 129' - 0" METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED 5/8" GYPSUM BOARD METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL AIR SPACE AIR SPACE EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A502 8 A562 15 A561 6 FOUNDATION WATERPROOFING A561 12 SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING PRE-FINISHED METAL WINDOW WELL COVER ————————— AS501 14 A502 5 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING ON WINDOW WELLS LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 1 A562 14 A561 7 A501 3 DECK BEARING 128' -0" BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL GLAZING SYSTEM AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL 6" METAL STUD EXTERIOR CONCRETE SLAB -SLOPE AWAY FROM BUILDING AND COORDINATE WITH CIVIL RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 2" EIFS PRE -FINISHED METAL PARAPET CAP CEILING AS SCHEDULED SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK -COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING METAL PANEL AS SCHEDULED EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL A501 4 6" METAL STUD 2" EIFS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS METAL PANEL AS SCHEDULED FOUNDATION WATERPROOFING METAL PANEL AS SCHEDULED PRE -FINISHED METAL PARAPET CAP A502 9 CEILING AS SCHEDULED A502 3 133' - 0" DECK BEARING LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 DECK BEARING 128' -0" A501 3 A502 6 GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 6" METAL STUD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3-5/8" METAL STUD 5/8" GYPSUM BOARD 2" EIFS 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL 5/8" GYPSUM BOARD 2" EIFS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED 2" EIFS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL 6" METAL STUD 5/8" GYPSUM BOARD RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL CEILING AS SCHEDULED PRE -FINISHED METAL PARAPET CAP ROOF METAL DECK -COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A501 4 BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A561 2 A561 2 A561 4 FOUNDATION WATERPROOFING A561 4 6" METAL STUD 6" METAL STUD METAL PANEL AS SCHEDULEDMETAL PANEL AS SCHEDULED A502 5 CEILING AS SCHEDULED A502 3 133' - 0" DECK BEARING Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:10 PM RE X B U R G C A L L C E N T E R WA L L S E C T I O N S A311 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/8" = 1'-0"3 WALL SECTION 3/8" = 1'-0"1 WALL SECTION 3/8" = 1'-0"2 WALL SECTION num. description date 1 Revision 1 Date 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 DECK BEARING 128' -0" A501 1 A562 13 1' - 9 13/16" PRE -FINISHED METAL PARAPET CAP RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE GLAZING SYSTEM AS SCHEDULED 5/8" GYPSUM BOARD 6" METAL STUD6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 3-5/8" METAL STUD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING A561 11 CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FOUNDATION WATERPROOFING T.O. WALL 129' - 0" A502 5 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" E DECK BEARING 128' -0" A501 2 A502 8 PRE -FINISHED METAL PARAPET CAP RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED GLAZING SYSTEM AS SCHEDULED 5/8" GYPSUM BOARD 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK -COORDINATE WITH STRUCTURAL CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED T.O. WALL 129' - 0" BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A561 6 A561 5 A561 6 A561 5 FOUNDATION WATERPROOFING AIR SPACE AIR SPACE A502 5 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" A DECK BEARING 128' -0" METAL DECKING -COORDINATE WITH STRUCTURAL PRE -FINISHED METAL PARAPET CAP CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3-5/8" METAL STUD RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FOUNDATION WATERPROOFING CEILING AS SCHEDULED FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED CEILING AS SCHEDULED BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED CEILING AS SCHEDULED CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A562 12 T.O. WALL 129' - 0" A502 5 LEVEL 1 100' -0" LEVEL 2 114' -0" DECK BEARING 128' -0" CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD5/8" GYPSUM BOARD CEILING AS SCHEDULEDCEILING AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD5/8" GYPSUM BOARD CEILING AS SCHEDULEDCEILING AS SCHEDULED ROOF METAL DECK -COORDINATE WITH STRUCTURAL RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 DECK BEARING 128' -0" PRE -FINISHED METAL PARAPET CAP RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE 5/8" GYPSUM BOARD 6" METAL STUD6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CERAMIC COATED SIDING SYSTEM FASTENED TO METAL Z CHANNELS AT 16" O.C. SECURED BACK TO STRUCTURE CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 3-5/8" METAL STUD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FOUNDATION WATERPROOFING A501 1 A502 5 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:13 PM RE X B U R G C A L L C E N T E R WA L L S E C T I O N S A312 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/8" = 1'-0"3 WALL SECTION 3/8" = 1'-0"4 WALL SECTION 3/8" = 1'-0"2 WALL SECTION 3/8" = 1'-0"5 WALL SECTION 07 num. description date 1 Revision 1 Date 1 3/8" = 1'-0"1 WALL SECTION F. E . C . RE F . 011 1 P-2 WT-1 TA6 1 22 GB18v GB42 GB36 5 TYP. TYP. 13 5 ' - 0 " WT-1 P-2 Q-1 2 13 11 5 ' - 0 " P-2 WT-1 10 A546 Q-1 5' - 7 1/4"4"9' - 0"4"3' - 9 3/8" 9 ACC-1 TA-01 TYP. TYP.3 TYP. 44 11 13 5 ' - 0 " 4 ' - 0 " WR-1 1 WT-9 TA6 GB18v GB42 GB36 9 3 ' - 9 " WT-10 WT-11 15 P-2 WT-1 ACC-1 TA-01 3 44 10 A546 3' - 9 3/8"4"9' - 0"4"5' - 7 1/4" Q-1 TYP. TYP. TYP. 11 13 5 ' - 0 " WR-1 WT-1 P-2 Q-1 13 5 ' - 0 " 11 012 1 1 1 1 WT-1 TA-09 GB18v GB42 GB36 P-2 TA6 5 TYP.TYP. TYP. 13 5 ' - 0 " 1 WT-9 TA6 GB36 GB42 GB18v TA-09 WT-10 WT-11 15 15 2 C 1 A301 1 A301 2 A301 2 A301 A401 6 2 4 8 A401 9 1 5 10 MEN'S 011 WOMEN'S 012 A401 7 1 9 ' - 5 1 /2 " 6 ' - 1 0 " 012 011 010 MOTHER'S 010 6' - 0"7' - 3" A A a A A a AA A a A a A a A a A A a A a A546 11 6' - 1 1/2"12' - 2 3/4"6' - 0 3/4" 11' - 3"2' - 0"11' - 2" 4 ' - 8 1 1 /1 6 " 9 ' - 8 " 5 ' - 7 " 5 ' - 7 " 9 ' - 8 " 42" MIN 42" MIN A401 11 9 15 15 15 P-2 RB-2 WT-2 6 7788 10 3"3' - 10 21/32"4' - 0"3' - 10 3/32"3" 8 ' - 9 " 3 " 11 14 1 ' - 0 " 2 ' - 6 " 2 ' - 8 " 2 ' - 1 0 " 302 30 12 30 302 30 12 30 301 15 12 30 154 30 24 32.5 100 22 24 32.5 Q-1 P-2 3 12 2 A546 5 A546 PL-2 PL-1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:17 PM RE X B U R G C A L L C E N T E R BA S E M E N T E N L A R G E D F L O O R P L A N S A401 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N ACCESSORY SCHEDULE MARK DESCRIPTION RESPONSIBILITY ACC-1 MIRROR - 24"W x 36" H CFCI GB18v GRAB BAR - 18" MOUNTED VERTICAL CFCI GB36 GRAB BAR - 36"CFCI GB42 GRAB BAR - 42"CFCI TA6 TOILET TISSUE DISPENSER (DOUBLE) CFCI TA-01 SOAP DISPENSER - LIQUID CFCI TA-09 WALL MOUNTED, SANITARY NAPKIN DISPOSAL CFCI WR-1 WASTE RECEPTACLE, 15 GALLON, SEMI-RECESSED CFCI NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 TOILET - COORDINATE WITH MECHANICAL 2 URINAL - COORDINATE WITH MECHANICAL 3 UNDERMOUNT SINK - COORDINATE WITH MECHANICAL 4 LIGHT FIXTURE - COORDINATE WITH ELECTRICAL 5 TOILET PARTITION 6 INSTALL DIMENSIONAL WALL TILE RANDOMLY. 7 RECLAIMED WOOD SIGNAGE BY OWNER. 8 PROVIDE SCHLUTER SCHIENE AT TILE EDGE. 9 RIFT CUT WHITE OAK FLOATING SHELF. TYPICAL SEE DETAIL 10/A546 10 DRINKING FOUNTAIN - COORDINATE WITH MECHANICAL 11 RIFT CUT WHITE OAK SURROUND - SEE DETAIL 11/A546 12 APPLIANCE - N.I.C. G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL AND OWNER.- 13 PROVIDE SCHLUTER TRIM PIECE JOLLY AT TOP EDGE OF TILE. 14 METAL DETAIL TRIM TO BE PAINTED (P-7). 15 INSTALLATION TEAM TO PROVIDE INSTALLATION PLAN FOR ARCHITECTS FINAL APPROVAL. FLOOR PLAN / INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A401 FOR FURTHER INFORMATION.cw 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 12. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A611 AND A612 FOR WALL TERMINATIONS, ETC. 13. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 14. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 15. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 16. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 17. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 18. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 19. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 20. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3/8" = 1'-0"2 RESTROOM - 011 - WEST 3/8" = 1'-0"6 RESTROOM - 011 - NORTH 3/8" = 1'-0"4 RESTROOM - 011 - EAST 3/8" = 1'-0"8 RESTROOM - 011 - SOUTH 3/8" = 1'-0"1 RESTROOM - 012 - WEST 3/8" = 1'-0"10 RESTROOM - 012 - NORTH 3/8" = 1'-0"5 RESTROOM - 012 - EAST 3/8" = 1'-0"9 RESTROOM - 012 - SOUTH 1/4" = 1'-0"3 TOILET ROOMS - BASEMENT 3/8" = 1'-0"7 RR VESTIBULE - 018 - SOUTH num. description date 1 Revision 1 Date 1 3/8" = 1'-0"11 MOTHERS - 101 - EAST F. E . C . F.E.C. A4022 6 3 8 A402 9 5 1 7 WOMEN'S 113 MEN'S 112 5 3 0 "3 0 " 3 0" 3 0" 3 0" 4 ' - 4 1 /2 " 9 ' - 8 " 3 ' - 0 " 7' - 1"7' - 1" A402 10 A546 11 A a A a AA A a A a A a A a A aAa 12' - 2 1/2"2' - 0"12' - 2 1/2" 3' - 3" 4 ' - 9 3 /8 " 1 2 ' - 8 1 /2 " 4 ' - 4 1 /2 " 9 ' - 8 " 3 ' - 0 " 42" MIN 42" MIN 7 7 15 15 112 1 P-2 WT-1 TA63 1 GB42 GB36 GB18v 66 TYP. TA6 13 5 ' - 0 " 1 WT-9 TA6 GB36 GB42 GB18v 7 4 ' - 0 " WT-10 WT-11 15ACC-1 TA-01 44 5 4 " 2 ' - 1 0 " 4' - 4 3/4"4"9' - 0"4"3' - 0 1/4" 7 2' - 0" P-2 WT-1 Q-1 2 TYP. TYP. 12 TYP.10 A546 13 5 ' - 0 " 4 ' - 0 " P-2 WT-1 Q-1 TA-01 2 10 A546 13 2 ' - 1 0 " 4 " 5 ' - 0 " 12 WR-1 113 1 1 P-2 WT-1 1 GB42 GB36 GB18v 6 TYP. TA-09 TA6 TYP. TYP. 13 5 ' - 0 " P-2 WT-1 Q-1 TA-01 2 10 A546 13 5 ' - 0 " 2 ' - 1 0 " 4 " 12 WR-1 P-2 WT-1 2 ACC-1 TA-01 44 10 A546 3' - 0 1/4"4"9' - 0"4"4' - 4 3/4" TYP. Q-1 7 12 TYP. TYP. 13 4 " 1 WT-9 TA-09 TA6 GB18v GB42 GB36 WT-10 WT-11 7 15 P-2 RB-2 WT-2 8 991010 11 3' - 10 11/32"4' - 0"3' - 10 21/32" 1412 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:20 PM RE X B U R G C A L L C E N T E R LE V E L 1 E N L A R G E D F L O O R P L A N S A402 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N ACCESSORY SCHEDULE MARK DESCRIPTION RESPONSIBILITY ACC-1 MIRROR - 24"W x 36" H CFCI GB18v GRAB BAR - 18" MOUNTED VERTICAL CFCI GB36 GRAB BAR - 36"CFCI GB42 GRAB BAR - 42"CFCI TA6 TOILET TISSUE DISPENSER (DOUBLE) CFCI TA-01 SOAP DISPENSER - LIQUID CFCI TA-09 WALL MOUNTED, SANITARY NAPKIN DISPOSAL CFCI WR-1 WASTE RECEPTACLE, 15 GALLON, SEMI-RECESSED CFCI NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 TOILET - COORDINATE WITH MECHANICAL 2 UNDERMOUNT SINK - COORDINATE WITH MECHANICAL 3 URINAL - COORDINATE WITH MECHANICAL 4 LIGHT FIXTURE - COORDINATE WITH ELECTRICAL 5 WALL MOUNTED BENCH 6 TOILET PARTITION 7 RIFT CUT WHITE OAK FLOATING SHELF. TYPICAL SEE DETAIL 10/A546 8 INSTALL DIMENSIONAL WALL TILE RANDOMLY. 9 RECLAIMED WOOD SIGNAGE BY OWNER. 10 PROVIDE SCHLUTER SCHIENE AT TILE EDGE. 11 DRINKING FOUNTAIN - COORDINATE WITH MECHANICAL 12 RIFT CUT WHITE OAK SURROUND - SEE DETAIL 11/A546 13 PROVIDE SCHLUTER TRIM PIECE JOLLY AT TOP EDGE OF TILE. 14 METAL DETAIL TRIM TO BE PAINTED (P-7). 15 INSTALLATION TEAM TO PROVIDE INSTALLATION PLAN FOR ARCHITECTS FINAL APPROVAL. FLOOR PLAN / INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A401 FOR FURTHER INFORMATION.cw 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 12. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A611 AND A612 FOR WALL TERMINATIONS, ETC. 13. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 14. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 15. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 16. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 17. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 18. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 19. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 20. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 1/4" = 1'-0"4 TOILET ROOMS - LEVEL 1 3/8" = 1'-0"1 MENS - 112 - WEST 3/8" = 1'-0"5 MENS -112 - NORTH 3/8" = 1'-0"9 MENS - 112 - EAST 3/8" = 1'-0"7 MENS - 112 - SOUTH 3/8" = 1'-0"3 WOMENS - 113 - EAST 3/8" = 1'-0"8 WOMENS - 113 - SOUTH 3/8" = 1'-0"2 WOMENS - 113 - WEST 3/8" = 1'-0"6 WOMENS - 113 - NORTH num. description date 1 Revision 1 Date 1 3/8" = 1'-0"10 RR VESTIBULE - 123 - NORTH F. E . C . F.E.C. 10 A546 5 4' - 4 5/8"4"9' - 0"4"2' - 11 9/16" ACC-1 TA-01 1010 WT-1 P-2 9 Q-1 11 TYP. TYP. TYP. 12 4 ' - 0 " 12 5 ' - 0 " WT-9 1 TA6 GB36 GB18v GB42 5 4 ' - 0 " WT-10 WT-11 14 P-2 WT-1 Q-1 3 2' - 1 1/2" TA-01 9 10 A546 12 4 " 2 ' - 1 0 " 11 WR-1 212 1 P-2 WT-1 TA6 TA63 1 GB42 GB18v GB36 44 12 5 ' - 0 " 213 11 P-2 WT-1 1 GB18v GB42 GB36 4 TYP. TA-09 TA6 TYP. TYP. 12 5 ' - 0 " 1 WT-9 TA-09 TA6 GB36 GB18v GB42 5 WT-10 WT-11 14 P-2 WT-1 Q-1 9 10 A546 12 5 ' - 0 " 2 ' - 1 0 " 4 " 2' - 1 1/2" 11 WR-1 P-2 WT-1 10 A546 3' - 0 1/2"4"9' - 0"4"4' - 4 1/8" 5 Q-1 11ACC-1 TYP. 1010 TA-01 TYP. 9 TYP. 12 2 ' - 1 0 " 4 " 5 ' - 0 " 4 ' - 0 " 12 1 A301 1 A301 2 A301 2 A301 A4033 6 2 5 A403 10 1 9 7 WOMEN'S 213 MEN'S 212 A403 8 A A a AA A a A a A a AAa A a A546 11 12' - 3"2' - 0"12' - 2"3' - 3" 1 2 ' - 8 1 /2 " 4 ' - 9 " 4 ' - 3 7 /8 " 5 5 14 14 2 P-2 RB-2 WT-2 6 7 788 3' - 11 7/8"4' - 0"3' - 10 1/4" 11 13 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:24 PM RE X B U R G C A L L C E N T E R LE V E L 2 E N L A R G E D F L O O R P L A N A403 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 3/8" = 1'-0"2 MENS - 212 - EAST 3/8" = 1'-0"5 MENS - 212 - NORTH 3/8" = 1'-0"6 MENS - 212 - SOUTH 3/8" = 1'-0"3 MENS - 212 - WEST 3/8" = 1'-0"10 WOMENS - 213 - EAST 3/8" = 1'-0"7 WOMENS - 213 - NORTH 3/8" = 1'-0"1 WOMENS - 213 - SOUTH 3/8" = 1'-0"9 WOMENS - 213 - WEST 1/4" = 1'-0"4 TOILET ROOMS - LEVEL 2 ACCESSORY SCHEDULE MARK DESCRIPTION RESPONSIBILITY ACC-1 MIRROR - 24"W x 36" H CFCI GB18v GRAB BAR - 18" MOUNTED VERTICAL CFCI GB36 GRAB BAR - 36"CFCI GB42 GRAB BAR - 42"CFCI TA6 TOILET TISSUE DISPENSER (DOUBLE) CFCI TA-01 SOAP DISPENSER - LIQUID CFCI TA-09 WALL MOUNTED, SANITARY NAPKIN DISPOSAL CFCI WR-1 WASTE RECEPTACLE, 15 GALLON, SEMI-RECESSED CFCI NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 TOILET - COORDINATE WITH MECHANICAL 2 DRINKING FOUNTAIN - COORDINATE WITH MECHANICAL 3 URINAL - COORDINATE WITH MECHANICAL 4 TOILET PARTITION 5 RIFT CUT WHITE OAK FLOATING SHELF. TYPICAL SEE DETAIL 10/A546 6 INSTALL DIMENSIONAL WALL TILE RANDOMLY. 7 RECLAIMED WOOD SIGNAGE BY OWNER. 8 PROVIDE SCHLUTER SCHIENE AT TILE EDGE. 9 UNDERMOUNT SINK - COORDINATE WITH MECHANICAL 10 LIGHT FIXTURE - COORDINATE WITH ELECTRICAL 11 RIFT CUT WHITE OAK SURROUND - SEE DETAIL 11/A546 12 PROVIDE SCHLUTER TRIM PIECE JOLLY AT TOP EDGE OF TILE. 13 METAL DETAIL TRIM TO BE PAINTED (P-8). 14 INSTALLATION TEAM TO PROVIDE INSTALLATION PLAN FOR ARCHITECTS FINAL APPROVAL. FLOOR PLAN / INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A401 FOR FURTHER INFORMATION.cw 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 12. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A611 AND A612 FOR WALL TERMINATIONS, ETC. 13. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 14. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 15. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 16. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 17. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 18. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 19. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 20. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3/8" = 1'-0"8 RR VESTIBULE - 219 - NORTH 12" = 1'-0"11 CONCEPT OF RESTROOM TILE ACCENT WALL IN - O - 3 0 016A 015B 015A Q-1 P-2 Q-1 P-2 4 A546 4 A546 2 ' - 1 0 " 4 " RB-2 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 102 24 24 32.5 11 11 11 11 PL-1 4 A546 4 A546 RB-2RB-2 7 7 102 24 12 32.5 102 24 12 32.5 8 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 9 9 PL-1 Q-1 PL-1 Q-1 P-2P-2 4 " 2 ' - 1 0 " 4 " 2 ' - 1 0 " 155 48 24 32.5 003A P-2 2 230 30 24 32.5 230 30 24 32.5 230 30 24 32.5 302 30 24 30 302 30 24 30 302 30 24 30 320 90 24 33.5 11 3 1 4 RB-2 Q-1 P-2 212 48 24 32.5 3 A546 7 A546 2 ' - 1 0 " 4 " PL-1 PL-2 003B 1 TYP. RB-2 P-2 RB-1 FRP-1 P-2 4 ' - 0 " 6 " 4 ' - 6 " 10 F-2 F-3 F-2 F-1 F-3 F-4 F-3 F-1 F-3 F-1 F-2 F-2 2 ' - 1 " 2 ' - 6 " 3 ' - 1 1 " 5 5 5 6 66 6 2 ° 2 8 ° 9 0 ° 2"9' - 7 5/8"8' - 9" 1 9/16"3' - 4"13' - 7"1' - 6 1/16" 4 ' - 0 " 5 ' - 0 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:27 PM RE X B U R G C A L L C E N T E R BA S E M E N T I N T E R I O R E L E V A T I O N S A411 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 APPLIANCE - N.I.C. G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL AND OWNER.- 2 UNDERMOUNT SINK - COORDINATE WITH MECHANICAL 3 6X6 METAL COUNTERTOP WASTE MANAGEMENT PORT 4 24" ALCOVE, SEE FLOOR PLAN 5 DOUBLE CUT FELT FOR BUTT JOINT CONNECTION AT ALL COLOR TRANSITIONS. SEE MANUFACTURER'S RECOMMENDATIONS. 6 FELT FINISH (F-1, F-2, F-3) TO EXTEND FROM FINISH CEILING TO FINISH FLOOR. NO RUBBER BASE AT THIS WALL. 7 PREPARE WALL WITH LEVEL 4 FINISH FOR VINYL WALL ART INSTALLATION - COORDINATE WITH OWNER. 8 MOVABLE WALL - COORDINATE FINISHES WITH ARCHITECT. 9 WALLMOUNT TV - OWNER FURNISHED, OWNER INSTALLED: COORDINATE WITH ELECTRICAL. 10 JANITOR SINK - COORDINATE WITH MECHANICAL 11 ACCESSORY SCHEDULE MARK DESCRIPTION RESPONSIBILITY ACC-1 MIRROR - 24"W x 36" H CFCI GB18v GRAB BAR - 18" MOUNTED VERTICAL CFCI GB36 GRAB BAR - 36"CFCI GB42 GRAB BAR - 42"CFCI TA6 TOILET TISSUE DISPENSER (DOUBLE) CFCI TA-01 SOAP DISPENSER - LIQUID CFCI TA-09 WALL MOUNTED, SANITARY NAPKIN DISPOSAL CFCI WR-1 WASTE RECEPTACLE, 15 GALLON, SEMI-RECESSED CFCI FLOOR PLAN / INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A401 FOR FURTHER INFORMATION.cw 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 12. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A611 AND A612 FOR WALL TERMINATIONS, ETC. 13. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 14. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 15. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 16. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 17. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 18. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 19. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 20. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 3/8" = 1'-0"1 TRAINING - 015 & 016 - EAST 3/8" = 1'-0"2 TRAINING - 015 & 016 - WEST 3/8" = 1'-0"4 PREP - 003 - WEST 3/8" = 1'-0"6 PREP - 003 - EAST num. description date 1 Revision 1 Date 1 3/8" = 1'-0"7 JANITOR - 006 - EAST 3/8" = 1'-0"3 PHONE - 008, 009, 017 - WEST TYPICAL ALL WALLS @ JANITOR ROOMS. 3/8" = 1'-0"5 EMPLOYEE LOUNGE - 007 - EAST WD-2 WD-3 Q-1 PL-1 102 24 12 32.5 102 24 12 32.5 P-2 2 2 ' - 1 0 " 4 " 4 ' - 4 " 3 " 3 " 3 " 1 ' - 6 " 1 ' - 6 " 1 ' - 6 " 3 WD-2 WD-3 7 301 24 12 30 211 24 24 32.5 1 A546 P-2 P-2 Q-1 PL-2 PL-1 212 48 24 32.5 302 48 12 30 2 ' - 1 0 " 4 " 1 ' - 4 " 2 ' - 6 " 2 ' - 0 " 4 3 ' - 0 " 6 ' - 0 "5 WT-13 13 A546 UP-1 UP-2 PL-1 RB-2 1 2 ' - 1 0 " 1 ' - 8 " 2 Q-1 154 48 24 32.5 212 30 24 32.5 6 6 TYP. 1 ' - 0 " 2 ' - 6 " 1 ' - 0 " WT-12 3' - 2 11/16"3' - 9"4' - 0"3' - 9" 2' - 3" 212 30 24 32.5 211 15 24 32.5 211 15 24 32.5 PL-1 Q-1Q-1 212 48 24 32.5 212 48 24 32.5 PL-1 8 A546 9 A546 2 ' - 1 0 " 3 ' - 6 " 2"8' - 2"2" 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 4 A546 Q-1 PL-1 RB2 ? 7 2 ' - 1 0 " 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 102 24 12 32.5 RB2 P-2 Q-1 PL-1 4 A546 107 2 ' - 1 0 " 2 ' - 6 " 4 " P-2 RB2 Q-1 8 99 P-8 2"8' - 2"2" Q-1 WT-133' - 6 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:30 PM RE X B U R G C A L L C E N T E R LE V E L 1 & 2 I N T E R I O R E L E V A T I O N S A412 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 UNDERMOUNT SINK - COORDINATE WITH MECHANICAL 2 RIFT CUT WHITE OAK FLOATING SHELF. TYPICAL SEE DETAIL 10/A546 3 RECLAIMED WOOD WALL FEATURE WITH TV INSET. COORDINATE WITH OWNER AND ELECTRICAL. 4 RECLAIMED WOOD WRAP. SEE DETAIL. 5 BENCH: SEAT TO BE 4" THICK HIGH DENSITY FOAM. FABRIC TO BE MAHARAM MIMIC COLOR: 009 PANTHER. BACK TO BE 2" THICK HIGH DENSITY FOAM. FABRIC TO BE MAHARAM WOOL CHECK COLOR: PEONY. 6 APPLIANCE - N.I.C. G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL AND OWNER.- 7 WALLMOUNT TV - OWNER FURNISHED, OWNER INSTALLED: COORDINATE WITH ELECTRICAL. 8 RIFT CUT WHITE OAK BENCH WITH UPHOLSTERED 4" HIGH DENSITY FOAM SEAT AND PAINTED STEEL SUPPORT LEGS SEE DETAIL 11/A547 9 PAINTED STEEL STRUCTURE - SANDED PRIMED AND PAINTED (P-1). 10 CARNEGIE HEX ACOUSTIC WALL PANEL DESIGN - FINAL DESIGN TO BE COORDINATED WITH ARCHITECT. ACCESSORY SCHEDULE MARK DESCRIPTION RESPONSIBILITY ACC-1 MIRROR - 24"W x 36" H CFCI GB18v GRAB BAR - 18" MOUNTED VERTICAL CFCI GB36 GRAB BAR - 36"CFCI GB42 GRAB BAR - 42"CFCI TA6 TOILET TISSUE DISPENSER (DOUBLE) CFCI TA-01 SOAP DISPENSER - LIQUID CFCI TA-09 WALL MOUNTED, SANITARY NAPKIN DISPOSAL CFCI WR-1 WASTE RECEPTACLE, 15 GALLON, SEMI-RECESSED CFCI FLOOR PLAN / INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A401 FOR FURTHER INFORMATION.cw 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 12. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A611 AND A612 FOR WALL TERMINATIONS, ETC. 13. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 14. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 15. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 16. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 17. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 18. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 19. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 20. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 3/8" = 1'-0"3 CONFERENCE - 200 - EAST 3/8" = 1'-0"1 COPY - 108 - EAST 3/8" = 1'-0"2 COLLABORATION - 122 - EAST 3/8" = 1'-0"6 REFRESH - 215 - WEST 3/8" = 1'-0"5 REFRESH BAR - 215 - WEST 3/8" = 1'-0"4 CONFERENCE - 115 - EAST 3/8" = 1'-0"8 CONFERENCE - 214 - NORTH 3/8" = 1'-0"7 CONFERENCE - 214 - WEST 3/8" = 1'-0"9 REFRESH - 215 - EAST 1 B 2 A451 5 A451 STAIR S1 1"9' - 2"1" 1"3"4' - 0"3" 2" 3"4' - 0"3"1" 7 ' - 3 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " 4 ' - 1 0 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " 2 2 ' - 2 " 9' - 4" S1 A 1 ' - 0 " 1 ' - 0 " C2 1 2 1 B 2 A451 5 A451 STAIR S1 7 ' - 3 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " 4 ' - 1 0 " 2 2 ' - 2 " 1"9' - 2"1" 9' - 4" 1"3"4' - 0"3" 2" 3"4' - 0"3"1" (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " S1 B A6 a 1 1 ' - 0 " 1 B 2 A451 5 A451 STAIR S1 4 ' - 1 0 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " 7 ' - 3 " 2 2 ' - 2 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " S1 C 1"3"4' - 0"3"2"3"4' - 0"3"1" 1 ' - 0 " 1 ' - 0 " A6 a 1 1 ' - 0 " LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" B DECK BEARING 128' -0" 5 A451 22 1 3 A454 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 1 DECK BEARING 128' -0" 2 A451 S1B S1A S1C 2 4 E Q R I S E R S @ 7 " = 1 4 ' - 0 " 2 4 E Q R I S E R S @ 7 " = 1 4 ' - 0 " C L E A R H E A D R O O M 7 ' - 0 " M I N . (T Y P .) 7 ' - 0 " T O L A N D I N G 7 ' - 0 " T O L A N D I N G A454 8 A454 3 A454 4 A501 4 A501 3 A454 11 A454 10 A454 4 H A N D R A I L 3 ' - 0 " T Y P . 3 3 3 A502 3 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:34 PM RE X B U R G C A L L C E N T E R ST A I R 1 P L A N S A N D S E C T I O N S A451 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N VERTICAL CIRCULATION GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEET A612 FOR WALL TERMINATI ONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. THE ELEVATOR AND SHAFT SHOWN IN DOCUMENTS IS BASED ON THE THYSSENKRUPP ENDURA 2-STAGE SERIES 3500# HYDRAULIC ELEVATOR. SHAFT AND PIT DIMENSIONS SHALL BE COORDINATED WITH THE EXACT MAKE AND MODEL OF THE ELEVATOR BY THE GENERAL CONTRACTOR. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL HANDRAIL - SEE DETAILS ON SHEET A454 2 METAL GUARDRAIL - SEE DETAIL 3/A454 3 EXPOSED STRUCTURE ABOVE, PAINTED 1/4" = 1'-0"1 STAIR S1 PLAN - BASEMENT 1/4" = 1'-0"3 STAIR S1 PLAN - LEVEL 1 1/4" = 1'-0"4 STAIR S1 PLAN - LEVEL 2 1/4" = 1'-0"2 STAIR SECTION 1/4" = 1'-0"5 STAIR SECTION 6 STAIR S1 num. description date 3 E5 A452 2 3 ' - 9 " 8 ' - 4 1 /2 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 2 " 1 ' - 1 1 1 /2 " 3 ' - 3 " 2 ' - 1 1 /8 " 4' - 3"8"4' - 3" 1 ' - 0 " 6' - 0 1/2"4' - 0" 2 A452 STAIR S2 S2D A6 a 4' - 0"8"4' - 0" A6 a 2 1 3 E5 A452 1"4' - 3"8"4' - 3" 2 3 ' - 1 " 8 ' - 2 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " 2 ' - 0 1 /2 " 2 ' - 9 1 /2 " 1 ' - 0 " 5' - 6 1/2"3' - 9 1/2" 2 A452 STAIR S2 S2B S2C A6 a 2 A6 a 1 ' - 0 " 3 E5 A452 1 ' - 0 " 1"3"4' - 0"3" 2" 3"4' - 0"3"1" 2 3 ' - 1 " 8 ' - 2 " (1 1 ) T R E A D S @ 1 1 " E A C H = 1 0 ' - 1 " 2 ' - 0 1 /2 " 2 ' - 9 1 /2 " 5' - 6 1/2"3' - 9 1/2" 2 A452 STAIR S2S2A A6 D a 2 A6 D a 1 ' - 0 "1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 212 SF STAIR S2 212 SF STAIR S2 2 A452 DECK BEARING 128' -0" A454 10 A454 8 A454 10 A501 3A501 4 A455 4 A454 11 S2C 1 2 4 E Q R I S E R S @ 7 " = 1 4 ' - 0 " 2 4 E Q R I S E R S @ 7 " = 1 4 ' - 0 " 7 ' - 0 " T O L A N D I N G 7 ' - 0 " T O L A N D I N G 2 H A N D R A I L 3 ' - 0 " (T Y P .) A454 4 A454 4 C L E A R H E A D R O O M 7 ' - 0 " M I N . (T Y P .) 3 3 3 132' - 11" LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" E5 A452 DECK BEARING 128' -0" STAIR S2 STAIR S2 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " A501 4 A501 3 112 3 3 3 132' - 11" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:37 PM RE X B U R G C A L L C E N T E R ST A I R 2 P L A N S A N D S E C T I O N S A452 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/4" = 1'-0"4 STAIR S2 PLAN - LEVEL 2 1/4" = 1'-0"3 STAIR S2 PLAN - LEVEL 1 1/4" = 1'-0"1 STAIR S2 PLAN - BASEMENT VERTICAL CIRCULATION GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEET A612 FOR WALL TERMINATI ONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. THE ELEVATOR AND SHAFT SHOWN IN DOCUMENTS IS BASED ON THE THYSSENKRUPP ENDURA 2-STAGE SERIES 3500# HYDRAULIC ELEVATOR. SHAFT AND PIT DIMENSIONS SHALL BE COORDINATED WITH THE EXACT MAKE AND MODEL OF THE ELEVATOR BY THE GENERAL CONTRACTOR. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL GUARDRAIL - SEE DETAIL 3/A454 2 METAL HANDRAIL - SEE DETAILS ON SHEET A454 3 EXPOSED STRUCTURE ABOVE, PAINTED 1/4" = 1'-0"5 STAIR SECTION 1/4" = 1'-0"2 STAIR SECTION 6 STAIR S2 num. description date C 1 A453 2 A453 H6 a H6 a H6 a H6 a V E R I F Y W I T H E L E V A T O R M N F R . 9 ' - 8 " C L E A R VERIFY WITH ELEVATOR MNFR. 6' - 11" CLEAR ELEV. E1 1 22 3 C 1 A453 2 A453 H6 a ELEV. E1 H6 a H6 a H6 a V E R I F Y W I T H E L E V A T O R M N F R . 9 ' - 8 " C L E A R VERIFY WITH ELEVATOR MNFR. 6' - 11" CLEAR LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" C DECK BEARING 128' -0" 2 A453 VERIFY WITH ELEVATOR MNFR 7' - 0 7/8" CLEAR A455 3 A455 1 A455 1 A455 1 4 5 5 6 7 88 9 6 10 11 15 15 15 7 12 13 14 3 1 2 ' - 1 1 " M I N . C L E A R O V E R H E A D A455 4 V E R I F Y W I T H E L E V A T O R M N F R 4 ' - 0 " A601 10 A601 10 TYP. LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" DECK BEARING 128' -0" 1 A453 VERIFY WITH ELEVATOR MNFR 9' - 10" CLEAR 4 5 5 6 7 88 9 6 10 11 7 12 13 1 2 ' - 1 1 " M I N . C L E A R O V E R H E A D 14 3 V E R I F Y W I T H E L E V A T O R M N F R 4 ' - 0 " A601 10 A601 10 TYP. C 1 A453 2 A453 1 22 H6 a H6 a H6 a H6 a V E R I F Y W I T H E L E V A T O R M N F R . 9 ' - 8 " C L E A R VERIFY WITH ELEVATOR MNFR. 6' - 11" CLEAR Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:41 PM RE X B U R G C A L L C E N T E R EL E V A T O R P L A N S A453 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N VERTICAL CIRCULATION GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEET A612 FOR WALL TERMINATI ONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY . THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. THE ELEVATOR AND SHAFT SHOWN IN DOCUMENTS IS BASED ON THE THYSSENKRUPP ENDURA 2-STAGE SERIES 3500# HYDRAULIC ELEVATOR. SHAFT AND PIT DIMENSIONS SHALL BE COORDINATED WITH THE EXACT MAKE AND MODEL OF THE ELEVATOR BY THE GENERAL CONTRACTOR. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 (IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE STAIRS) SIGN AND DIRECTIONAL SIGNAGE 2 TWO WAY COMMUNICATION SYSTEM 3 PIT LADDER 4 RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5 CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 6 5/8" TYPE X GYPSUM BOARD 7 CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 8 STRUCTURAL FOOTING AND FOUNDATION - COORDINATE WITH STRUCTURAL 9 6" METAL STUD 10 ROOF METAL DECK - COORDINATE WITH STRUCTURAL 11 SINGLE - PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING 12 HOLD FOOTING DOWN FOR TURN DOWN SLAB - COORDINATE WITH STRUCTURAL 13 SUMP PUMP 14 ELEVATOR CAB 15 CEILING AS SCHEDULED 1/4" = 1'-0"3 ELEVATOR PLAN - BASEMENT 1/4" = 1'-0"4 ELEVATOR PLAN - LEVEL 1 1/4" = 1'-0"1 ELEVATOR SECTION 1/4" = 1'-0"2 ELEVATOR SECTION 1/4" = 1'-0"5 ELEVATOR PLAN - LEVEL 2 num. description date 1 Revision 1 Date 1 1 1/4" NOM PAINTED VERTICAL STEEL PIPE 1/4" STEEL CLOSER PLATE PAINTED STEEL CHANNEL OR J- BEAM SUPPORT COORDINAGE WITH STRUCT. STEEL STRINGER PAINTED- COORDINAGE WITH STRUCTURAL 12 GA. BENT TREAD / RISER PAN PAINTED STEEL STRINGER, PAINTED. COORDINAGE WITH STRUCTURAL STEEL RISER, PAINTED 11" 1' - 0" S E C T I O N S E E S T A I R 3"x3"x1/4"x4" STL. ANGLE ANCHOR W/ 5/8" DIA. EXP. ANCHOR 1/4" STEEL CLOSER PLATE PAINTED CONCRETE SLAB PER PLANS. A454 12 TYP. 1" 1 1 / 2 " 5/8" 2 " NOTE: 1/8 1 1/2 1/8 1 1/2-12 NO WIRE MESH IS REQUIRED IN FILLED POURED CONCRETE TREADS AS LONG AS THE CONCRETE USED HAS A MINIMUM DESIGN STRENGTH OF 4000 PSI. NO WIRE MESH IS REQUIRED IN FILLED POURED CONCRETE LANDINGS AS LONG AS THE CONCRETE USED HAS A MINIMUM DESIGN STRENGTH OF 3000 PSI. IF ANY WIRE MESH OR REINFORCING IS REQUIRED, IT IS TO BE FURNISHED AND INSTALLED BY OTHERS. FORMED STEEL SHEET TREADS & RISERS (THICKNESS AS REQUIRED) 1 1/2" CONCRETE FILL IN FIELD BY OTHERS 1/8 1 1/2 STEEL STRINGER. COORDINAGE WITH STRUCTURAL CHANNEL WELDED TO T.S. COLUMN, COORDINAGE WITH STRUCTURAL (2) LAYERS 5/8" TYPE ' X ' GYP. BOARD STAIRWELL SIDE T.S. COLUMN EMBEDDED IN MTL STUD WALL J MOLD TYP. CONCRETE ON METAL DECK WALL PER PLAN 1/4" STL. CLOSER PLATE- PAINTED 12 GA. BENT TREAD RISER PAN PAINTED STEEL STRINGER PAINTED- COORDINAGE WITH STRUCTURAL. 1"SEE PLANS 7" BEAM WRAP (WHERE OCCURS) 7" 3 3 / 4 " SLAB EDGE ANGLE OR CHANNEL - COORDINAGE WITH STRUCTURAL STEEL DECKING CONCRETE SLAB 4"x4"x3/8" WELD PLATE W/ (2) NELSON STUDS +42" HIGH 1 1/2" NOM. PAINTED STEEL PIPE GUARDRAIL W/ 3/4" DIA. VERTICALS 1 1/2" NOM. PAINTED STEEL PIPE HANDRAIL 3" DIA. PAINTED WALL BRACKET (2) ANCHORS 1/8"x4" BACKING PLATE ANCHOR TO STEEL STUDS 1/2" PAINTED BENT ROD, WELD TO HANDRAIL & WALL BRACKET,GRID SMOOTH 1' - 0" HORIZ. EXTENSION BEYOND TOP RISER EDGE OF TOP RISER 11" EDGE OF BTM RISER CONTINUE TO SLOPE BEYOND BTM RISER 1 1/2"1 1/2" 1'- 0" 4x4x1/4x4 STEEL ANGLE W/ 3/4"~ A307 ANCHOR BOLTS TREADS & RISERS, SEE SECTIONS FOR DIMENSIONS STRINGER W/ 3/16" CLOSURE PL. COORDINAGE WITH STRUCTURAL 1 1/2" DIA. PIPE HANDRAIL A454 2 3 ' - 0 " 1' - 0" 1' - 0" 1' - 0" SCHEDULED WALL HAND RAIL - RETURN TO WALL GUARD RAIL HAND RAIL - RETURN TO GUARD POST TOP RISER HAND RAIL IN LOCATIONS WITHOUT ADJACENT WALL OR GUARD, RETURN HANDRAIL TO POST TOP RISER X" X" X" A - RETURN TO WALL B - RETURN TO GUARD POST C - RETURN TO HANDRAIL POST X" EDGE OF BTM RISER CONTINUE TO SLOPE BEYOND BTM RISER (1) TREAD DEPTH TOP RISER BTM RISER BTM RISER BTM RISER 1' - 0"HORIZ. EXTENSION BEYOND TOP RISER EDGE OF TOP RISER 4' - 0 " HA N D R A I L 3' - 0 " GU A R D R A I L 1 1/4" NOM PAINTED VERTICAL STEEL PIPE PAINTED 3/4" NOM PAINTED STEEL PIPE HANDRAIL NOT TO EXCEED 4" CLEAR SPACING. 12 GA. BENT PLATE TREAD/RISER PAN, PAINTED STEEL STRINGER PAINTED- COORDINAGE WITH STRUCTURAL M A X 4 1 /1 6 " 1-1/2" NOMINAL VERTICAL STEEL PIPE, PAINTED. 1-1/2" NOMINAL STEEL RAIL PIPE, PAINTED. 3/4" NOMINAL STEEL VERTICAL INTERMEDIATE PIPES, PAINTED. 1 1/2" 1 1/2" 3 3 /4 " 3 ' - 6 " 1-1/2" NOMINAL STEEL RAIL PIPE, PAINTED. 42" ABOVE FLOOR/TREAD. ATTACHED TO MAIN VERTICALS WITH 1/4" STEEL KNIFE PLATES 3 ' - 0 " COMPOSITE FLOOR SYSTEM. COORDINAGE WITH STRUCTURAL 4"x4"x3/8" WELD PLATE W/ (2) NELSON STUDS Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:42 PM RE X B U R G C A L L C E N T E R VE R T I C A L C I R C U L A T I O N D E T A I L S A454 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1" = 1'-0"1 BOTTOM OF STAIR AT LANDING VC - O - S T 0 1 1" = 1'-0"2 BOTTOM OF STAIR AT SLAB VC - O - S T 0 2 1 1/2" = 1'-0"12 CONCRETE STAIR TREAD VC - O - S T 0 3 1 1/2" = 1'-0"4 INTERMEDIATE LANDING VC - O - S T 0 4 1 1/2" = 1'-0"5 STAIR AT LANDING WITH SOFFIT (BEAM WRAP SIM.) 1 1/2" = 1'-0"6 GUARDRAIL AT SLAB VC - O - H G 0 1 1 1/2" = 1'-0"7 HANDRAIL AT WALL VC - O - H G 0 2 3/4" = 1'-0"8 HANDRAIL EXTENSION AT BOTTOM OF STAIR VC - O - H G 0 3 3/4" = 1'-0"10 HANDRAIL RETURN AT LANDING VC - O - H G 0 4 3/4" = 1'-0"9 HANDRAIL TERMINATION VC - O - H G 0 5 3/4" = 1'-0"11 STAIR GUARDRAIL DETAIL VC - O - H G 0 6 1" = 1'-0"3 TYPICAL GUARDRAIL SECTION VC - O - H G 0 7 num. description date 1 Revision 1 Date 1 WALL, SEE WALL TYPES & SECTIONS CONT. STAINLESS STEEL CLOSURE GAUGE TO MATCH DOOR FRAME (BY ELEVATOR) DOOR FRAME (BY ELEVATOR) STAINLESS STEEL FRAME GROUT SOLID, FIRE RATED FRAME RATED ELEVATOR DOOR DUST COVER STAINLESS STEEL FRAME FIRE RATED FRAME, PER ELEV MFR RATED ELEVATOR DOOR DUST COVER WALL PER PLAN 3" GYP. BD. INFILL TO MEET SHAFT WALL REQUIREMENTS RATED ELEVATOR DOOR FLOOR FINISH AS SCHEDULED CONCRETE OVER METAL DECK, SEE STRUCTURAL DOOR JAMB BEYOND CONT. ANGLE TRACK AND ANCHORS BY ELEVATOR CONTRACTOR WALL BEYOND 3 /4 " WALL PER WALL TYPES & SECTIONS 3/4" DIA. RUNGS WELD IN PLACE LADDER- PUNCHED FOR RAIL EACH SIDE OF 2 1/2" x 3/8" STEEL SIDE W/ ELEV MANUF 1' - 6" VERIFY W/ ELEV MANUF 7" MIN., COORD 5/8" DIA. EXPANSION BOLTS ELEVATOR PIT LEVEL WELD TO SIDE RAILS BRACKET EACH SIDE 2 1/2" x 3/8" STEEL 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " 1 ' - 0 " LIGHT SWITCH V E R I F Y C A B D I M E N S I O N W I T H E L E V . M A N U F . 9 ' - 9 " ± VERIFY CAB DIMENSION WITH ELEV. MANUF. 9' - 8" ± CAR CONTROLS (FRONT WALL ONLY) CAR POSITION INDICATOR L O W E S T B U T T O N 3 ' - 0 " M A X . T O H I G H E S T B U T T O N S 4 ' - 0 " M A X . T O 4' - 0" DOOR NOTE: ELEVATOR CALL CONTROLS, SIGNALS, HOISTWAY SIGNAGE, BUTTONS, POSITION INDICATORS AND SIGNAGE SHALL COMPLY WITH SECTION 407 OF ICC A117.1-09 5" 6 " 2 ' - 8 " V E R I F Y C A B D I M E N S I O N W I T H E L E V . M A N U F . 9 ' - 9 " ± VERIFY CAB DIMENSION WITH ELEV. MANUF. 6' - 11" +/- STAINLESS STEEL CEILING PANELS STAINLESS STEEL CAB STAINLESS STEEL FLAT HANDRAIL STAINLESS STEEL VENTED BASE 6 " 2 ' - 8 " V E R I F Y C A B D I M E N S I O N W I T H E L E V . M A N U F . 9 ' - 9 " ± VERIFY CAB DIMENSION WITH ELEV. MANUF. 9' - 8" +/- STAINLESS STEEL CEILING PANELS STAINLESS STEEL CAB STAINLESS STEEL FLAT HANDRAIL STAINLESS STEEL VENTED BASE VERIFY CAB DIMENSION WITH ELEV. MANUF. 9' - 8" +/- V E R I F Y C A B D I M E N S I O N W I T H E L E V . M A N U F . 6 ' - 8 " +/- SIDE WALL SEE REAR WALL SEE FRONT WALL SEE CEILING PLAN SEE TILE FLOOR TO MATCH LOBBY /5 A455 /7 A455 /6 A455 /9 A455 VERIFY CAB DIMENSION WITH ELEV. MANUF. 9' - 8" +/- V E R I F Y C A B D I M E N S I O N W I T H E L E V . M A N U F . 6 ' - 1 1 " +/- 4"4" 4 " 4 " E Q E Q EQ EQ EQ LED LIGHTS STAINLESS STEEL CEILING PANELS Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:43 PM RE X B U R G C A L L C E N T E R VE R T I C A L C I R C U L A T I O N D E T A I L S A455 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 1 1/2" = 1'-0"1 ELEVATOR DOOR HEAD 1 1/2" = 1'-0"2 ELEVATOR DOOR JAMB 1 1/2" = 1'-0"3 ELEVATOR DOOR SILL 1/2" = 1'-0"4 PIT LADDER VC - O - E L 1 6 1/2" = 1'-0"9 ELEVATOR FRONT ELEVATION 1/2" = 1'-0"6 ELEVATOR SIDE ELEVATIONS 1/2" = 1'-0"7 ELEVATOR BACK ELEVATION 1/2" = 1'-0"8 ELEVATOR FLOOR PLAN 1/2" = 1'-0"5 ELEVATOR REFLECTED CEILING PLAN METAL DETAIL TO BE PAINTED: BASEMENT: P-7 LEVEL 1: P-6 LEVEL 2: P-9 ROOF MEMBRANE 6' - 0" X 3 - 0" ROOF HATCH W/ INSIDE PADLOCK HASP AND INSULATED CURB 2X WOOD BLOCKING ON STEEL ANGLE FRAMED OPENING PATH OF TRAVEL 3' - 0" A A B & C B C NOTE: INSTALL UNDER THE END OF PREFINISHED COPING SOLDERED METAL FLASHING NEW 24 GA. GI. NEW CONTINUOUS SEALANT NEW CORROSION RESISTANT FASTENER SPACED @ 6" O.C. SEALANT NEW CONTINUOUS INSTALL COPING PRIOR TO EIFS INSTALLATION 6" COPING PARAPET FLASHING MEMBRANE METAL CLAMPING RING W/ GROOVES ROOFING MEMBRANE OVER RIGID INSULATION 2" HIGH METAL CLAMPING RING W/ NO GROOVES STEEL ANGLE SUPPORT SEE STRUCT. (TYP.) METAL CLAMPING RING (TYP.) SECONDARY ROOF DRAIN PRIMARY ROOF DRAIN 9"1' - 6"9" SLOPE BOT. 1/8" TO P.D. NOTE: DIFFERENT USES FOR THE 6X6 INSIDE AND OUTSIDE CORNERS. KEEP THE SMOOTH SIDE OUT ON WHITE AND GRAY. BUTTERFLY CORNERS ARE SPECIAL ORDER ONLY. BACK SIDE OF PARAPET SINGLE PLY MEMBRANE ON VERTICAL SURFACE PROVIDE ALUM. BRAKE SHAPE COVER PLATE AT ALL VERTICAL JOINTS WHERE EIFS AND PARAPET COME TOGETHER FRONT SIDE OF BUILDING EIFS RETURN AT PARAPET BACKER ROD AND SEALANT SILICONE SEALANT EIFS RETURN AT PARAPET BACK SIDE OF PARAPET SINGLE PLY MEMBRANE ON VERTICAL SURFACE PROVIDE ALUM. BRAKE SHAPE COVER PLATE AT ALL VERTICAL JOINTS WHERE EIFS AND PARAPET COME TOGETHER SILICONE SEALANT BACKER ROD AND SEALANT EIFS RETURN AT PARAPET PLAN PREFINISHED METAL CAP FLASHING W/ ATTACHMENT CLIPS AT BOTH SIDES. SLOPE 1/4" PER FT. TOWARDS ROOF. FLASHING TO HAVE INTERLOCKING STANDING SEAM JOINTS - NO LAP JOINTS T.O. PARAPET SEE ELEVATIONS SINGLE PLY MEMBRANE; WRAP UP PARAPET AND DOWN 2" ON FASCIA EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL EXTERIOR INSULATED FINISH SYSTEM (EIFS) - SEE EXTERIOR ELEVATIONS MOISTURE BARRIER; RUN UP AND UNDER PARAPET CAP AND SINGLE PLY 6" METAL STUD BUILT-UP TREATED PLYWOOD CAP (SLOPED) SOFFIT FLASHING FOR VENTILATION RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 4 " PRE-FINISHED METAL FLASHING W/. CONT. CLEAT ON TREATED 2x WOOD NAILER W/ INTERLOCKING OR STANDING SEAM JOINTS ON ATTACHMENT CLIPS. NO OVERLAPPING JOINTS (TYP.) MOISTURE BARRIER SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 6" METAL STUD GRID HEAT WELDED MEMBRANE FLASHINGHEAT WELDED TAPERED CRICKET INSULATION ROOF METAL DECK - COORDINATE WITH STRUCTURAL SL OPE STAINLESS SCREW INTO STUD PRESSURE-TREATED FURRING BLOCK CERAMIC COATED SIDING SYSTEM STAINLESS SCREW INTO STUD 4 " M I N . PRE-FINISHED METAL FLASHING W/. CONT. CLEAT ON TREATED 2x WOOD NAILER W/ INTERLOCKING OR STANDING SEAM JOINTS ON ATTACHMENT CLIPS. NO OVERLAPPING JOINTS (TYP.) SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 6" METAL STUD HEAT WELDED MEMBRANE FLASHING HEAT WELDED TAPERED CRICKET INSULATION ROOF METAL DECK - COORDINATE WITH STRUCTURAL SL OPEGRID SOFFIT FLASHING FOR VENTILATION RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER STAINLESS SCREW INTO STUD PRESSURE-TREATED FURRING BLOCK CERAMIC COATED SIDING SYSTEM STAINLESS SCREW INTO STUD 6" METAL STUD CONT. BACKER ROD AND SEALANT METAL PANEL AS SCHEDULED PRE FINISHED METAL FLASHING WITH DRIP EDGE RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK - COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL SEE ROOF PLAN EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL SLOPE 2" EIFS 6" METAL STUD CONT. BACKER ROD AND SEALANT METAL PANEL AS SCHEDULED PRE FINISHED METAL FLASHING WITH DRIP EDGE RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK - COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL SEE ROOF PLAN EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL SLOPE 2" EIFS RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PRE-FINISHED METAL FLASHING W/. CONT. CLEAT ON TREATED 2x WOOD NAILER W/ INTERLOCKING OR STANDING SEAM JOINTS ON ATTACHMENT CLIPS. NO OVERLAPPING JOINTS (TYP.) MOISTURE BARRIER SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 6" METAL STUD GRID HEAT WELDED MEMBRANE FLASHINGHEAT WELDED TAPERED CRICKET INSULATION ROOF METAL DECK - COORDINATE WITH STRUCTURAL SL OPE MASONRY VENEER AS SELECTED AIR SPACE 4 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:45 PM RE X B U R G C A L L C E N T E R EX T E R I O R D E T A I L S A501 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/2" = 1'-0"8 ROOF HATCH DETAIL 1/2" = 1'-0"12 COPING END DETAIL AT EIFS 1 1/2" = 1'-0"11 ROOF DRAIN 1/4" = 1'-0"5 REINFORCING AT ROOF CORNERS 3" = 1'-0"9 PARAPET EIFS DETAIL 3" = 1'-0"7 PARAPET CAP AT EIFS 3" = 1'-0"6 PARAPET ZERO EDGE AT CERACLAD 3" = 1'-0"1 FURRED PARAPET ZERO EDGE AT CERACLAD 1 1/2" = 1'-0"3 CANOPY OVERHANG AT FRONT 1 1/2" = 1'-0"4 CANOPY OVERHANG AT BACK 1/4" = 1'-0"10 ALTERNATING TREAD DEVICE 3 num. description date 1 Revision 1 Date 1 3" = 1'-0"2 PARAPET ZERO EDGE AT BRICK GRID RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FINISHED GRADE SLOPE VAPOR BARRIER BASE AS SCHEDULE FOAM SILL SEALER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL PLASTER FINISH AT EXPOSED CONCRETE FOUNDATION WALL PRE-FINISHED METAL FLASHING WITH DRIP EDGE MASONRY VENEER AS SELECTED PROVIDE WEEPS AT 24" O.C. MORTAR MESH AIR SPACE CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3/4"x3/4 "SWELL STOP" WATER STOP CONT. SEALANT RIGID INSULATION SINGLE-PLY ROOF MEMBRANE: RUN CONTINUOUS UP OVER TOP OF PARAPET UNDER CAP FLASHING WALL AS SCHEDULED ROOF DECKING RIGID INSULATION SEALANT FASTENED 12''(300mm) O.C. SEALANT BONDING ADHESIVE MEMBRANE HOT-AIR WELD SEAM CAULK MEMBRANE PLATE AND FASTENER INTO DECK MOISTURE BARRIER GALVANIZED FLASHING (PAINT) CAULK FASTENER HEAD OR USE NEOPRENE OR EPDM WASHER 8 " M I N . 3 " M I N . WALL FINISH AS SCHEDULED, SEE ELEVATIONS ROOF DECKING MOISTURE BARRIER EIFS FINISH COAT - COLOR AND FINISH AS SELECTED BASE COAT - PROVIDE WATER STOP AT ANY PROFILES THAT PROTRUDE FROM FACE OF WALL MESH - PROVIDE IMPACT RESISTANT MESH AT ALL LOCATIONS 4' - 0" A.F.F. AND LOWER 3/4" 1 1 /2 " 4" THICK LLC-9AF THERMA FIBER INSULATION 1" USG FC OR RFC CONC. ON COMPOSITE METAL DECK PER STRUCTURAL EXPOSED PAINTED STEEL BEAM - COORDINATE WITH STRUCTURAL STEEL ANGLE PER STRUCTURAL PARTIALLY EXPOSED/PAINTED STEEL BEAM BEYOND - COORDINATE WITH STRUCTURAL KEEP AREA FREE OF CONDUIT, PIPING, ELECTRICAL WIRING, ETC. PAINT ALL EXPOSED STEEL, BULKHEADS, DECK, ETC. MATTE WHITE PER REFLECTED CEILING PLANS LEVEL PER WALL SECTION GRID 2" EIFS FINISHED GRADE SLOPE VAPOR BARRIER BASE AS SCHEDULE FOAM SILL SEALER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL PLASTER FINISH AT EXPOSED CONCRETE FOUNDATION WALL PRE-FINISHED METAL FLASHING WITH DRIP EDGE CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3/4"x3/4 "SWELL STOP" WATER STOP CONT. SEALANT EIFS DRAINAGE TRACK VARIES 5/8" GYP. BD. 3-5/8" METAL STUD FRAMING 1" 1' - 6" TYP. CEILING SYSTEM AND BULKHEAD - COORDINATE WITH REFLECTED CEILING PLANS 7' - 10" METAL PANEL AS SCHEDULED PRE FINISHED METAL FLASHING WITH DRIP EDGE TAPERED CRICKET INSULATION SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK - COORDINATE WITH STRUCTURAL CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SEALANT HEADER COORDINATE WITH STRUCTURAL PRE-FINISHED METAL CAVITY FLASHING SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD AND SILL 1" USG FC OR RFC CONC. ON COMPOSITE METAL DECK PER STRUCTURAL GLAZING SYSTEM AS SCHEDULED 4" THICK LLC-9AF THERMA FIBER INSULATION STEEL ANGLE PER STRUCTURAL BRAKE METAL TO MATCH CURTAIN WALL KEEP AREA FREE OF CONDUIT, PIPING, ELECTRICAL WIRING, ETC. PAINT ALL EXPOSED STEEL, BULKHEADS, DECK, ETC. MATTE WHITE PER REFLECTED CEILING PLANS 113' - 0" METAL FRAMING - COORDINATE WITH STRUCTURAL A502 3 SIM HEAT WELDED PRE - FINISHED METAL FLASHING AND COUNTER FLASHING Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:46 PM RE X B U R G C A L L C E N T E R EX T E R I O R D E T A I L S A502 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3" = 1'-0"8 FOUNDATION WALL DETAIL AT BRICK 1 1/2" = 1'-0"2 ROOF MEMBRANE AT WALL 1 1/2" = 1'-0"3 REGLET 6" = 1'-0"1 EIFS V-GROOVE DETAIL num. description date 1 Revision 1 Date 1 1" = 1'-0"5 FP-C-01 SLAB EDGE AT METAL STUD WALL 3" = 1'-0"6 FOUNDATION WALL DETAIL AT EIFS 1" = 1'-0"9 02 EXTERIOR WALL AT METAL PANEL EYEBROW 3 5/8" METAL STUDS @ 16" O.C. 2 1/2" METAL STUDS @ 16" O.C. 6" METAL STUDS @ 16" O.C. 6" METAL STUDS @ 16" O.C. 1 1/2" METAL DECKING METAL STUD HEADER. LATERAL FORCE BRACING: SUSPENDED CEILINGS BRACING SHALL BE AS PER IBC 2506.2.1 AND SECTION 13.5.6 OF ASCE 7 WHERE HORIZONTAL RESTRAINT IS REQUIRED (CEILING SF EXCEEDING 1,000 SF) HORIZONTAL RESTRAINT SHALL BE AFFECTED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHI N 2” OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90* FROM EACH OTHER AT AN ANGLE NOT EXCEEDI NG 45* FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12’-0” O.C. MAX. IN BOTH DIRECTIONS W/ THE FIRST POINT WITHIN 8’-0” FROM EACH WALL AT ONE CORNER OF THE ROOM AND NOT TO EXCEED 8’-0” MAX. FROM ANY WALL AT THE PERIMETER OF APPLICATION, ATTACHMENT OF ALL RESTRAINT WIRES SHALL BE AS PER CISCA STANDARDS AND SHALL BE ADEQUATE FOR THE LOAD IMPOSED, 400LBS. MINIMUM. (SEE ABOVE GENERAL NOTE) 12' - 0" MAX.6' - 0" MAX. ATTACHED WALL UN A T T A C H E D W A L L 1 2 ' - 0 " M A X . UNATTACHED WALL AT T A C H E D W A L L A-A D-D A-A E-E 1. USE HEAVY DUTY SUSPENSION SYSTEM. 2. CEILING MUST BE ATTACHED ON TWO ADJACENT WALLS. 3. CEILINGS SUBJECT TO SPECIAL INSPECTION. 4. WITH APPROVAL OF AUTHORITIES HAVING JURISDICTION, INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE IBC SECTION 1621.5 WITH THE FOLLOWING EXCEPTIONS: 5. USE OF BERC2 CLIPS WHICH ELIMINATES THE NEED FOR STABILIZER BARS. 6. 7/8" WALL MOLDING INSTEAD OF THE 2" WALL MOLDING. 7. CEILING AREAS LESS THAN 144 SQ. FT. ARE EXEMPT FROM SEISMIC REQUIREMENTS. VERIFY INSTALLATION OF CEILING TO BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8" MAX. A-A B-B C-C F-F E-E D-D E-ED-D 4' -0" TYPIC AL 4' -0" TYPICAL 3" M AXIM U M FRO M FIXTURE TYPICAL WIRE CONNECTION TO TRUSS/ROOF JOIST .75" TIGHT WALL INSTALLATION (ATTACHED WALL)CLEARANCE WALL INSTALLATION (UNATTACHED WALL) SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING OPTIONAL 1.5" TOTAL TRAVEL 8" M AX. ± 1 0 ° 3/4" 7/8" 8" M AX. ± 1 0 ° 7/8" PERIMETER WIRE PERIMETER WIRE BERC2 CLIP DETAILS A B C D E F H G I J K L A M N O P Q B J G DETAIL KEY NOTES FOR TYPICAL LIGHT SUPPORT SEE DETAIL C-C SEISMIC EXPANSION JOINT SEPARATING CEILINGS LARGER THAN 2,500 SQ. FT. SEE DETAIL F-F DETAIL GENERAL NOTES J A 12 GA. HANGER WIRE (EVERY 16 SQ. FT. MIN.) B 3 TURNS MIN. (1-1/2" RUN) C MAIN RUNNER OR CROSS TEE AS SCHEDULED D CEILING AS SCHEDULED E WALL ANGLE F WALL CONNECTION, ANCHOR TO STRUCTURAL ELEMENT G ACOUSTICAL CEILING SUSPENSION WIRE (TEST FOR 400 LBS.) H FASTEN TO DECK I 2" x18 GA. STEEL STUD (OR ACCEPTED ALTERNATE) SCREW ATTACHED TO MAIN TEE AND TO STRUCTURE ABOVE AT EACH SEISMIC RESTRAINT LOCATION J 12 GA. SPLAYED SEISMIC BRACING WIRES (45° OFF OF HORIZ., EVERY 144 SQ. FT. MIN.) SECURED TO STRUCTURE PER CISCA STANDARDS, DO NOT INSTALL PERPENDICULAR TO JOISTS K MAIN TEE L SLACK WIRES M LIGHT FIXTURE AS SELECTED N HEAVY DUTY MAIN 3" MAX. RUNNER O CROSS TEE P JOIST WEB MEMBERS Q BOTTOM JOIST CHORDQ 4 5 ° M A X . 45 ° M A X . 4 5 ° M A X . 45 ° M A X . MAIN RUNNER CROSS RUNNER12 GA. BRACING WIRE WITH MIN. 4 TURNS IN 1 1/2" AT BOTH ENDS OF WIRE, TYP. 2" MAX. GENERAL NOTE: ACOUSTICAL SUSPENDED CEILINGS TO ALSO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, IBC 2015, AND ASTM C 635 AND ASTM C 636. SUSPENDED CEILING SEISMIC PROVISIONS FROM CISCA 0-2 FOR DESIGN CLASS C 1. EACH INDIVIDUAL FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 56 LBS. OR LESS SHALL HAVE TWO NO. 12 GAUGE WIRE HANGERS ATTACHED AT DIAGONAL CORNERS OF THE FIXTURE. THESE WIRES MUST BE SLACK. ANY FIXTURES AND ATTACHMENTS WITH A COMBINED WEIGHT GREATER THAT 56 LBS. MUST BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE. 2. THE MAIN RUNNER/CROSS RUNNER INTERSECTIONS AND ALL GRID SPLICES MUST HAVE AN AVERAGE ULTIMATE TEST STRENGTH OF 60 LBS. OR MORE IN BOTH TENSION AND COMPRESSION. THE TENSILE TEST MUST ALLOW FOR A 5° OFFSET OF THE CONNECTION IN ANY DIRECTION. 3. THE ACTUAL AVERAGE WEIGHT OF THE CEILING SYSTEM, INCLUDING GRID, PANELS OR TILE, LIGHT FIXTURES, AND AIR TERMINALS M UST BE 2.5 PSF OR LESS. ALL OTHER SERVICES MUST BE SUPPORTED INDEPENDENTLY FROM THE CEILING SYSTEM. FOR CEILINGS THAT HAVE AN AVERAGE WEIGHT GREATER THAN 2.5 PSF, THE CEILING MAY BE INSTALLED AS SPECIFIED IN CISCA ZONE 3-4 PROVISIONS, TAKING INTO ACCOUNT THE DESIGN LATERAL FORCE FACTOR APPROPRIATE FOR ZONE 2. OTHER DEVIATIONS OR VARIATIONS MUST BE SUBSTANTIATED BY VERIFIABLE ENGINEERING DATA. 4. THE CEILING SYSTEM CANNOT BE USED TO PROVIDE LATERAL SUPPORT FOR WALLS OR PARTITIONS. WALLS OR PARTITIONS MAY BE ATTACHED TO THE CEILING GRID PROVIDED THEY ALLOW THE CEILING MEMBRANE TO MOVE LATERALLY TO ACCOMMODATE THE REQUIRED CLEARANCE AS SPECIFIED BELOW. 5. ALL PERIMETER CLOSURE ANGLES OR CHANNELS MUST PROVIDE A SUPPORT LEDGE OF APPROXIMATELY 7/8 IN. OR GREATER. A TERMI NAL END OF A GRID MEMBER (OR TILE) MUST REST ON THE LEDGER OR MOLDING WITH AT LEAST 3/8 IN. CLEARANCE FROM AN EDGE OR WALL. 6. FOR PERIMETER CLOSURE ANGLES THAT PROVIDE A SUPPORT LEDGE OF LESS THAN NOTED ABOVE, THE TERMINAL ENDS OF EACH CROSS RUNNER OR MAIN RUNNER SHALL BE INDEPENDENTLY SUPPORTED WITHIN 8 IN. FROM EACH WALL OR CEILING DISCONTINUITY. THIS SUPPORT MAY BE A NO. 12 GAUGE HANGER WIRE OR OTHER SUPPORT THAT PREVENTS THE GRID FROM FALLING. THIS WIRE DOES NOT NEED TO BE VERTICAL BUT SHOULD NOT HAVE A SLOPE GREATER THAN 1 IN 6 OUT-OF-PLUMB. A 3/8 IN. GRID END CLEARANCE FROM A WALL SHOULD BE MAINTAINED. 7. ALL CEILING PENETRATIONS (COLUMNS, SPRINKLERS, ETC.) AND INDEPENDENTLY SUPPORTED FIXTURES OR SERVICES ARE TO BE CONSIDERED AS PERIMETER CLOSURES THAT ALSO MUST ALLOW THE NOTED CLEARANCES BY USING SUITABLE ESCUTCHEONS OR CLOSURE DETAILS. 8. AT WALL CLOSURE LEDGES, THE CROSS RUNNER AND MAI N RUNNER ENDS SHALL BE PREVENTED FROM SPREADING APART FROM EACH OTHER. PERMANENT ATTACHMENTS (I.E. POP RIVETS) FOR GRID ALIGNMENT PURPOSED SHALL NOT BE PERMITTED. M A X I M U M16" O .C . CLIPS OR WIRE TIES SUSPENSION HANGER 1/2" COLD ROLLED PRIMARY CHANNEL, TYPICAL M A XIM U M 4' - 0" O.C. METAL FURRING CHANNEL 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 6" METAL STUD SHIM AS REQUIRED CONT. BACKER ROD AND SEALANT HEADER COORDINATE WITH STRUCTURAL GLAZING SYSTEM AS SCHEDULED SUSPENDED WOOD CEILING SYSTEM, CLIP GRID TO GYP. BD. 4 " M I N . 6 " T Y P . METAL FRAMING - COORDINATE WITH STRUCTURAL 5/8"" GYPSUM BOARD, PAINTED COMPOUND CEILING AS SCHEDULED DRYWALL CORNER BEAD GYPSUM CEILING AS SCHEDULED 6 " T Y P . METAL FRAMING - COORDINATE WITH STRUCTURAL 5/8"" GYPSUM BOARD, PAINTED COMPOUND CEILING AS SCHEDULED DRYWALL CORNER BEAD COMPOUND CEILING AS SCHEDULED4" M I N . 6 " T Y P . METAL FRAMING - COORDINATE WITH STRUCTURAL 5/8"" GYPSUM BOARD, PAINTED COMPOUND CEILING AS SCHEDULED DRYWALL CORNER BEAD 4 " M I N .SUSPENDED WOOD CEILING SYSTEM, CLIP GRID TO GYP. BD. METAL FRAMING - COORDINATE WITH STRUCTURAL 5/8"" GYPSUM BOARD, PAINTED DRYWALL CORNER BEAD GYPSUM CEILING AS SCHEDULED GYPSUM CEILING AS SCHEDULED 6 " T Y P . 4 " M I N . 5/8" GYPSUM BOARD METAL FRAMING - COORDINATE WITH STRUCTURAL GYPSUM CEILING AS SCHEDULED DRYWALL CORNER BEAD COMPOUND CEILING AS SCHEDULED 5/8" GYPSUM BOARD SUSPENDED WOOD CEILING SYSTEM, CLIP GRID TO GYP. BD. V .I .F . 3 3 /8 " FRAMING AS REQ'D (16" O.C. MIN.)- COORDINATE WITH STRUCTURAL CEILING AS SCHEDULE DRYWALL CORNER BEAD METAL FRAMING - COORDINATE WITH STRUCTURAL GYPSUM CEILING AS SCHEDULED DRYWALL CORNER BEAD GYPSUM CEILING AS SCHEDULED 6 " CEILING AS SCHEDULED 3 5/8" METAL STUD FRAMING 5/8" GYP. BD. SHIM AS REQUIRED DRYWALL CORNER BEAD CONT. BACKER ROD AND SEALANT AT BOTH SIDES DOOR AS SCHEDULED 1' - 5 1/2" 6 "6 " 6 " 8' 6" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:47 PM RE X B U R G C A L L C E N T E R IN T E R I O R D E T A I L S A545 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 12" = 1'-0"1 TYPICAL LAY-IN CEILING DETAILS IN - O - 1 4 3" = 1'-0"2 SUSPENDED CEILING SUPPORT STRUCTURE DETAIL IN - O - 2 9 N.T.S.3 SUSPENDED GYPSUM BOARD IN - O - 3 0 1 1/2" = 1'-0"8 WOOD CEILING DETAIL 1 1/2" = 1'-0"4 CEILING DETAIL 1 1/2" = 1'-0"5 CEILING DETAIL 2 1 1/2" = 1'-0"10 CEILING DETAIL 3 1 1/2" = 1'-0"9 CEILING DETAIL 4 num. description date 1 1/2" = 1'-0"6 GYPBOARD TO ACT SOFFIT DETAIL 1 1/2" = 1'-0"7 SUSPENDED WOOD CEILING DETAIL 1 1/2" = 1'-0"11 GYPBOARD TO GYPBOARD DETAIL 1 1/2" = 1'-0"12 CEILING CONNCETION 18" DEEP, 3/4" PLASTIC LAMINATE SURFACED SHELVING W/ ADJUSTABLE MOUNTING, STANDARDS AND BRACKETS BASE AS SCHEDULE FINISH PER INTERIOR ELEVATIONS WOOD BLOCKING FOR MOUNTING, AS REQUIRED BY MFR. PER CASEWORK TYPE P E R C A S E W O R K T Y P E P E R E L E V A T I O N P E R E L E V A T I O N BACKSPLASH WHERE EXISTS, SEE INTERIOR ELEVATIONS COUNTERTOP, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK PROVIDING CONTINUITY OF MATERIALS FINISH PER INTERIOR ELEVATIONS PER CASEWORK TYPE CASEWORK TYPE PER P E R C A S E W O R K T Y P E P E R C A S E W O R K T Y P E P E R E L E V A T I O N P E R E L E V A T I O N P E R E L E V A T I O N BACKSPLASH WHERE EXISTS, SEE INTERIOR ELEVATIONS COUNTERTOP, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS SCHEDULED SINK, COORDINATE WITH PLUMBING OBSTRUCTED HIGH SIDE REACH PER ICC/ANSI FIG 308.3.2 30" X 48" CLEAR PARALLEL APPROACH PROVIDED SLANTED TOP, SEE INTERIOR ELEVATIONS 3 0 ° PER CASEWORK TYPE PER CASEWORK TYPE P E R C A S E W O R K T Y P E P E R C A S E W O R K T Y P E P E R E L E V A T I O N P E R E L E V A T I O N P E R E L E V A T I O N BACKSPLASH WHERE EXISTS, SEE INTERIOR ELEVATIONS COUNTERTOP, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK PROVIDING CONTINUITY OF MATERIALS FINISH PER INTERIOR ELEVATIONS SLANTED TOP, SEE INTERIOR ELEVATIONS 3 0 ° 5 " 2 ' - 5 " 2 ' - 1 0 "T O B O T T O M O F M I R R O R 3 ' - 4 " 3/4" 1" 1 " WALL TYPE PER PLAN WITH BRACKET SUPPORTS AT 4'-0" MINIMUM SPACING, SEE DETAIL TILE OR MIRROR AS SCHEDULED SINK AS SELECTED QUARTZ COUNTERTOP AS SELECTED ON 3/4" PLYWOOD PROVIDE HOT WATER PROTECTION AT THE PIPING BELOW THE COUNTER 3/16" STEEL SUPPORT BRACKET 4 THRU-BOLTS OR WELDED TILE AS SELECTED OVER 5/8" CEMENT BOARD FINISH FLOOR PURSE HANGER AS SELECTED PER CASEWORK TYPE QUARTZ COUNTERTOP 3/4" GYPSUM BOARD SHEATHING CASEWORK, SEE INTERIOR ELEVATIONS CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK PROVIDING CONTINUITY OF MATERIALS QUARTZ COUNTERTOP WOOD FRAMING AS REQ'D 2 " 6 " 2 ' - 6 " 4 " 2"1' - 3"1" 2' - 1" 1' - 6"1' - 11 3/4" 2x4 WOOD STUDS COUNTERTOP, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS MICROWAVE, VERIFY SIZE W/ OWNER CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK PROVIDING CONTINUITY OF MATERIALS FINISH PER INTERIOR ELEVATIONS MICROWAVE POWER OUTLET, ROTATE 90° CASEWORK, SEE INTERIOR ELEVATIONS PER CASEWORK TYPE 1 ' - 4 " 1 ' - 4 " 3-5/8" MTL. STUD FRAMING 2' - 0" P E R E L E V A T I O N COUNTERTOP, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK PROVIDING CONTINUITY OF MATERIALS GYPSUM BOARD, PAINTED 3-5/8" MTL. STUD FRAMING BACKSPLASH WHERE EXISTS, SEE INTERIOR ELEVATIONS FINISH PER INTERIOR ELEVATIONS LAMINATE FINISH 3/4" GYPSUM BOARD SHEATHING CASEWORK, SEE INTERIOR ELEVATIONS 2x4 WOOD STUDS WOOD FRAMING AS REQ'D TYP. 1' - 4" 2 ' - 0 " 1 ' - 6 " P E R C A S E W O R K T Y P E 2"8' - 2"2" 8' - 6" QUARTZ COUNTERTOP WRAP FRAMING AS REQ. 8' - 2" 1"8' - 0"1" 6 " 3" 1 ' - 0 " 1 /2 " 3/8" X CONT. PRE FINISHED ALUMINUM SURROUND - COLOR SELECTED BY DESIGN TEAM SHIM - PAINT EXPOSED SURFACES RIFT CUT WHITE OAK BOX SURROUND AT OPENING- DETAIL AT JAMBS AND HEAD OF OPENING TYPICAL ELEVATION RIFT CUT WHITE OAK BOXED OPENING SURROUND DETAIL AT JAMBS AND HEAD OF OPENING SHIM - PAINT EXPOSED SURFACES 3/8" X CONT. PRE FINISHED ALUMINUM SURROUND - COLOR SELECTED BY DESIGN TEAM PLAN 6 " 3" 2 ' - 0 " 4" INTERMEDIATE SUPPORTS AS NEEDED RIFT CUT WHITE OAK BOXED SURROUND- DETAIL AT JAMBS AND HEAD OF VANITY SECTION RIFT CUT WHITE OAK BOXED SURROUND- DETAIL AT JAMBS AND HEAD OF VANITY VANITY LOCATION PLAN PER CASEWORK TYPE P E R C A S E W O R K T Y P E P E R E L E V A T I O N P E R E L E V A T I O N BACKSPLASH WHERE EXISTS, SEE INTERIOR ELEVATIONS COUNTERTOP, SEE INTERIOR ELEVATIONS CASEWORK, SEE INTERIOR ELEVATIONS CONTINUE ADJACENT FLOOR BASE ONTO TOE KICK PROVIDING CONTINUITY OF MATERIALS FINISH PER INTERIOR ELEVATIONS 1 ' - 6 " 3/4" PLAM: WILSONART 15505 BLACK VELVET 1 ' - 8 " 6'-0" T.O. BENCH 3/4" PLAM: WILSONART 15505 BLACK VELVET PLAM 1/2" PLYWOOD BACKING AT ENTIRE BANQUETTE WIDTH 2X BLOCKING 8 ° 1.91° 0 " 2" THICK HIGH DENSITY FOAM CUSHION. FABRIC: MAHARAM WOOL CHECK, COLOR: PEONY WOOD FRAMING WOOD FRAMING 3/4" PLAM: WILSONART 15505 BLACK VELVET 2 1/2" HIGH RUBBER BASE 2" THICK HIGH DENSITY FOAM CUSHION. FABRIC: MAHARAM MIMIC 466136, COLOR: 009 PANTHER Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:50 PM RE X B U R G C A L L C E N T E R IN T E R I O R D E T A I L S A546 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/4" = 1'-0"6 SHELVES SECTION 3/4" = 1'-0"4 LOWER CASEWORK SECTION 3/4" = 1'-0"2 TYP.CASEWORK SECTION AT SINK 3/4" = 1'-0"1 TYP. CASEWORK SECTION 1" = 1'-0"10 RESTROOM COUNTER TOP 8 num. description date 1 Revision 1 Date 1 3/4" = 1'-0"8 BAR CASEWORK SECTION 3/4" = 1'-0"3 CASEWORK SECTION AT MICROWAVES 3/4" = 1'-0"7 CASEWORK SECTION AT NICHE 3/4" = 1'-0"9 BAR CASEWORK PLAN SECTION 1 1/2" = 1'-0"11 WOOD OPENING SURROUND 1 1/2" = 1'-0"12 VANITY SURROUND 3/4" = 1'-0"5 LOWER CASEWORK SECTION 1" = 1'-0"13 BANQUETTE SECTION 1' - 1 3/4" 1' - 9" 8x8x1/4" HSS TUBE 2 ' - 6 " FINISHED FLOOR 3 5/8" METAL STUD 5/8" GYPBOARD WOOD PANEL FINISH 1HR INTUMESCENT PAINT CEILING FINISH PER RCP VARIES 2 A547 3 A547 4 A547 1' - 9" 1 ' - 9 " 5/8" GYPBOARD 3 5/8" METAL STUD 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT 5/8" GYPBOARD 1' - 1 3/4" 1 ' - 1 3 /4 " 1" Z FURRING 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT 1' - 9" 5/8" GYPBOARD 3 5/8" METAL STUD 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT F I N I S H D I M E N S I O N V A R I E S WALL AS SCHEDULED 1' - 9" 1 ' - 9 " 5/8" GYPBOARD 3 5/8" METAL STUD 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT 1' - 6 1/4" 1 ' - 6 1 /4 " WALL AS SCHEDULED 5/8" GYPBOARD 3 5/8" METAL STUD 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT WALL AS SCHEDULED 1 ' - 6 1 /4 " 1' - 6 7/8" 8x8x1/4" HSS TUBE FINISHED FLOOR 3 5/8" METAL STUD 5/8" GYPBOARD 1 1/2" WOOD PANEL FINISH 1HR INTUMESCENT PAINT CEILING FINISH PER RCP 2 ' - 6 " WALL AS SCHEDULED DIMENSION VARIES VARIES 6 A547 7 A547 VARIES 8 A547 9 A547 5/8" GYPBOARD 1' - 1 3/4" 1" Z FURRING 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT WALL AS SCHEDULEDFINISH D I M E N S I O N V A R I E S 5/8" GYPBOARD 1" Z FURRING 8x8x1/4" HSS TUBE WOOD PANEL 1HR INTUMESCENT PAINT WALL AS SCHEDULED 1 ' - 2 5 /8 " 1' - 3 1/4" RIFT CUT WHITE OAK SUSPENDED SHELF 8" CONCEALED SHELF HARDWARE 1 1 /2 " BACKING FOR SHELF 1 ' - 7 " 6" TYP. OF 11 3' - 0" 1' - 6" 1 ' - 7 " ELEVATION SECTION 1" RIFT CUT WHITE OAK VENEER PLYWOOD 4" UPHOLSTERED HIGH DENSITY FOAM BENCH, FABRIC: MAHARAM WOOL CHECK - PEONY 3/8" X 2 1/2" PAINTED STEEL SUPPORT LEG AT 3'-0" O.C. 3 " 2 " 9" 1 ' - 2 "5/8" X 1 1/2" LAG BOLTS INTO CONCRETE - 2 PER SUPPORT 1" WOOD FLAT SCREW - 2 PER SUPPORT 1 ' - 7 " 1 1/2" RIFT CUT WHITE OAK BENCH CASEWORK, P-LAM FINISH P-LAM TOE KICK FINISH PER INTERIOR ELEVATIONS 1' - 6" 1' - 1 3/4" 8x8x1/4" HSS TUBE FINISHED FLOOR 5/8" GYPBOARD WOOD PANEL FINISH 1HR INTUMESCENT PAINT CEILING FINISH PER RCP 4 A547 4 A547 BIKE RACK - ULTRA SPACE SAVER SQUARED SINGLE SIDED RACK 8 ' - 0 " PAINTED GYPSUM BOARD 5/8" RIFT WHITE OAK VENNER PLYWOOD W/ CLEAR SEALER EAST AND SOUTH SIDE OF LOBBY 1 ' - 7 " 1 1/2" RIFT CUT WHITE OAK BENCH CASEWORK, P-LAM FINISH P-LAM TOE KICK FINISH PER INTERIOR ELEVATIONS 3' - 0" 1/2" 8 1/2" 1/4" 8 1/2" 1/2" 8 1/2" 1/4" 8 1/2" 1/2" 1 ' - 7 " 1 1/2" RIFT CUT WHITE OAK BENCH CASEWORK, P-LAM FINISH P-LAM TOE KICK FINISH PER INTERIOR ELEVATIONS 5' - 7 1/8" 1 3/16" 10 1/2" 1/4" 10 1/2" 1/2" 10 1/2" 1/4" 10 1/2" 1/2" 10 1/2" 1/4" 10 1/2" 1 3/16" 4 " 1 ' - 1 1 /2 " 1 1 /2 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:51 PM RE X B U R G C A L L C E N T E R IN T E R I O R D E T A I L S A547 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 1 1/2" = 1'-0"1 COLUMN DETAIL - SECTION 1 1/2" = 1'-0"2 COLUMN DETAIL - TOP PLAN 1 1/2" = 1'-0"4 COLUMN DETAIL - BOTTOM PLAN 1 1/2" = 1'-0"6 ENGAGED COLUMN DETAIL - TOP PLAN 1 1/2" = 1'-0"3 COLUMN DETAIL - TOP PLAN 2 1 1/2" = 1'-0"7 ENGAGED COLUMN DETAIL - TOP PLAN 2 1 1/2" = 1'-0"5 ENGAGED COLOUMN DETAIL - SECTION 1 1/2" = 1'-0"8 ENGAGED COLUMN DETAIL - BOTTOM PLAN 1 1/2" = 1'-0"9 ENGAGED COLUMN DETAIL - BOTTOM PLAN 2 1 1/2" = 1'-0"10 SUSPENDED SHELF DETAIL 3/4" = 1'-0"11 CONFERENCE ROOM BENCH 3/4" = 1'-0"12 TOILET ROOM BENCH SECTION 1 1/2" = 1'-0"13 COLUMN DETAIL - SECTION 2 3/8" = 1'-0"14 BIKE RACK ELEVATION 3/4" = 1'-0"15 TOILET ROOM BENCH ELEVATION 3/4" = 1'-0"16 BASEMENT TOILET ROOM BENCH ELEVATION MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. HEAD FLASHING W/ DRIP EDGE 2" EIFS HEADER COORDINATE WITH STRUCTURAL VAPOR BARRIER 5/8" GYPSUM BOARD 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS GLAZING SYSTEM AS SCHEDULED SHIM AS REQUIRED COUNTER FLASHING OVER HEAD FLASHING 6" METAL STUB CONT. BACKER ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED SHIM AS REQ. 2" EIFS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO JAMB PRE-FINISHED METAL FLASHING, MATCH EIFS COLOR BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. COUNTER FLASHING OVER METAL CAVITY FLASHING 6" METAL STUB SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO SILL WOOD SILL TO MATCH WOOD BASE CONT. BACKER ROD AND SEALANT PRE-FINISHED METAL FLASHING, MATCH EIFS COLOR BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 2" EIFS SLOPE 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED 3 1/2" 3 " 3/4" 3 /4 " MOTORIZED ROLLER SHADE. BASIS OF DESIGN IS A DRAPER® PRODUCT WITH POCKET ENCLOSURE. CONTRACTOR TO PROVIDE SAMPLES TO ARCHITECT/OWNER FOR COLOR AND FABRIC SELECTION. FRAMING AS NECESSARY. CONTRACTOR TO COORDINATE INSTALLATION PER MANUFACTURER INSTRUCTIONS CEILING AS SCHEDULE 5/8" GYPSUM BOARD VAPOR BARRIER 5/8" GYPSUM BOARD 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQUIRED GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. MASONRY VENEER AS SELECTED PRE-FINISHED CAVITY FLASHING STEEL ANGLE LINTEL - COORDINATE WITH STRUCTURAL PROVIDE WEEPS AT 24" O.C. MORTAR MESH AIR SPACE COUNTER FLASHING OVER METSL CAVITY FLASHING MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD 6" METAL STUB CONT. BACKER ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED SHIM AS REQ. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO JAMB 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. PRE-FINISHED METAL CAVITY FLASHING BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD MASONRY VENEER AS SELECTED COUNTER FLASHING OVER METAL CAVITY FLASHING 6" METAL STUB SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO SILL CONT. BACKER ROD AND SEALANT SILL FLASHING W/ DRIP EDGE RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SELECTED, SLOPED ROW LOCK COURSE SLOPE 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. 5/8" GYPSUM BOARD WOOD SILL TO MATCH WOOD BASE GLAZING SYSTEM AS SCHEDULED 3 1/2" 3 /4 " 3 " SHIM AS REQUIRED SILL FLASHING W/ DRIP EDGE SLOPE CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. GLAZING SYSTEM AS SCHEDULED METAL FRAMING - AS REQ'D COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL VAPOR BARRIER 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. MASONRY VENEER AS SELECTED PRE-FINISHED METAL CAVITY FLASHING 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQUIRED STEEL ANGLE PER STRUCTURAL 6" HEADER - COORDINATE WITH STRUCTURAL STEEL ANGLE LINTEL - COORDINATE WITH STRUCTURAL PROVIDE WEEPS AT 24" O.C. MORTAR MESH AIR SPACE COUNTER FLASHING OVER METAL CAVITY FLASHING LEVEL 2 114' 0" T.O. BRICK 111' 0" 1" USG RC OR RFC 4" THICK LLC-9AF THERMA FIBER INSULATION FINISH FLOOR Z-CLOSURE FRAME BUTYL SEALANT TYP. HEAD TRIM FASTENER AT 12" O.C. TYP. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING STAINLESS SCREW INTO STUD PRESSURE-TREATED FURRING BLOCK CERAMIC COATED SIDING SYSTEM ALUMINUM SURROUND PRE-FINISHED CAVITY FLASHING METAL FLASHING TO MATCH WALL PANEL COLOR STAINLESS SCREW INTO STUD PRESSURE-TREATED FURRING BLOCK ALUMINUM SURROUND MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO SILL SLOPE METAL FRAMING - AS REQ'D COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 3' - 2" VAPOR BARRIER 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED MOISTURE BARRIER OVER EXTERIOR SHEATHING CONT. BACKER ROD AND SEALANT METAL PANEL AS SCHEDULED HEADER COORDINATE WITH STRUCTURAL PRE-FINISHED CAVITY FLASHING RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQUIRED 6" METAL FRAMING - COORDINATE WITH STRUCTURAL CERAMIC COATED SIDING SYSTEM PRESSURE-TREATED FURRING BLOCK MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. PRE-FINISHED METAL FLASHING, MATCH EIFS COLOR 2" EIFS HEADER COORDINATE WITH STRUCTURAL VAPOR BARRIER 5/8" GYPSUM BOARD 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CURTAIN WALL AS SCHEDULED SHIM AS REQUIRED COUNTER FLASHING OVER METAL CAVITY FLASHING ALUMINUM STOREFRONT DOOR AND FRAME 2" 4 1 /2 " GLAZING AS SCHEDULED SHIM AS REQ. PRE-FINISHED CAVITY METAL FLASHING BACKER ROD AND SEALANT TYP. SILL COVER #44-1/8" S.S. RIVET, PRE-PAINTED AT 12"O.C. TYP. CONTINUOUS Z-CLOSURE FASTENER AT 16"o.c. TYP. PARTIAL PANEL AT OPENING HEAD RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 3 1 /4 " 3 /4 " VAPOR BARRIER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO HEAD METAL FLASHING TO MATCH WALL PANEL COLOR STAINLESS SCREW INTO STUD PRESSURE-TREATED FURRING BLOCK CERAMIC COATED SIDING SYSTEM STAINLESS SCREW INTO STUD ALUMINUM SURROUND METAL FRAMING AS REQ. COUNTER FLASHING OVER METAL CAVITY FLASHING Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:53 PM RE X B U R G C A L L C E N T E R OP E N I N G D E T A I L S A561 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3" = 1'-0"2 STOREFRONT HEAD DETAIL AT EIFS 3" = 1'-0"3 STOREFRONT JAMB DETAIL AT EIFS 3" = 1'-0"4 STOREFRONT SILL DETAIL AT EIFS 3" = 1'-0"1 ROLLER SHADE POCKET DETAIL 3" = 1'-0"5 STOREFRONT HEAD DETAIL AT BRICK 3" = 1'-0"8 STOREFRONT JAMB DETAIL AT BRICK 3" = 1'-0"6 STOREFRONT SILL DETAIL AT BRICK 3" = 1'-0"11 STOREFRONT DETAIL AT BRICK AND METAL PANEL 3" = 1'-0"12 STOREFRONT DETAIL AT METAL PANEL EYEBROW 3" = 1'-0"7 CURTAIN WALL HEAD DETAIL AT EIFS num. description date 1 Revision 1 Date 1 3" = 1'-0"10 STOREFRONT DOOR JAMB DETAIL 3" = 1'-0"9 STOREFRONT HEAD DETAIL AT CERACLAD REINFORCED CONC. FOUNDATION- COORDINATE WITH STRUCTURAL FOUNDATION WATERPROOFING EXTERIOR CONC. WALK. SLOPED AWAY FROM BLDG. 1/2" CONC. JOINT MATERIALCONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3/4"x3/4 "SWELL STOP" WATER STOP CONT. SEALANT CONT. BACKER ROD AND SILICONE SEALANT AT BOTH SIDES CURTAIN WALL MULLION AS SCHED. PROVIDE END DAM FLASHING AS BOTTOM OUTSIDE CORNERS OF FRAME GLAZING AS SCHED. ALUM. FLASHING SET IN SEALANT. MATCH STOREFRONT. REINFORCED CONC. FOUNDATION- COORDINATE WITH STRUCTURAL FOUNDATION WATERPROOFING RIGID FOUNDATION INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FINISH GRADE - SLOPE AWAY FROM BUILDING - COORDINATE WITH CIVIL 3 " 3/4" 3 /4 " SHIM AS REQUIRED WOOD SILL TO MATCH WOOD BASE CONT. BACKER ROD AND SEALANT SILL FLASHING W/ DRIP EDGE GLAZING SYSTEM AS SCHEDULED REINFORCED CONC. FOUNDATION- COORDINATE WITH STRUCTURAL FOUNDATION WATERPROOFING EXTERIOR CONC. WALK. SLOPED AWAY FROM BLDG. 1/2" CONC. JOINT MATERIALCONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3/4"x3/4 "SWELL STOP" WATER STOP CONT. SEALANT CONT. BACKER ROD AND SILICONE SEALANT AT BOTH SIDES ALUM. FLASHING SET IN SEALANT. MATCH STOREFRONT. ALUM. STOREFRONT AS SCHED. PROVIDE END DAM FLASHING AS BOTTOM OUTSIDE CORNERS OF FRAME GLAZING AS SCHED.SILL RECEPTOR FLASHING W/ END DAM FLASHING AT CORNERS. INSTALL AS PER MANUF. REQ. REINFORCED CONC. FOUNDATION- COORDINATE WITH STRUCTURAL CONT. BACKER ROD AND SILICONE SEALANT AT BOTH SIDES ADA COMPLIANT THRESHOLD FOUNDATION WATERPROOFING EXTERIOR CONC. WALK. SLOPED AWAY FROM BLDG. DOOR AS SCHED. 1/2" CONC. JOINT MATERIAL ALUM. FLASHING SET IN SEALANT. MATCH THRESHOLD ALUM. JAMB BEYOND CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3/4"x3/4 "SWELL STOP" WATER STOP CONT. SEALANT CURTAIN WALL MULLION SYSTEM RE: PLAN / DOOR / WINDOW SCHEDULED CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL SHIM AS NEEDED CONT. BACKER ROD AND SILICONE SEALANT AT BOTH SIDES 6" METAL STUB CONT. BACKER ROD AND SEALANT CURTAIN WALL AS SCHEDULED SHIM AS REQ. 2" EIFS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO JAMB 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. PRE-FINISHED METAL CAVITY FLASHING. MATCH EIFS COLOR BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD COUNTER FLASHING OVER METAL CAVITY FLASHING FINISHED FLOOR CEILING FI N I S H E D O P E N I N G H E I G H T FA B R I C A T I O N H E I G H T 5.13"VINYL TOP SEAL FINISHED 8" MI N . 2.50" GAGE FENDER WASHER RECOMMENDED SOUND BAFFLE HANGER RODS TRACK 1" DUAL ROTATING STEEL REINFORCED NYLON TROLLEY RT200 TRACK PRE- PAINTED OFF WHITE .38" UNISTRUT NUT SPACER LOCATED IN REMOVABLE TRACK ONLY NOTE: BASIS OF DESIGN FOR OPERABLE PARTITION: "MODERNFOLD - SINGLE PANEL PARTITION 931" SUPPORT BY STRUCTURAL PANEL JOINT JAMB SILL FINISH SAME AS PANELS CAULK BETWEEN JAMB AND WALL AUTOMATIC DROP SEAL - PROVIDES 2" OPERATING CLEARANCE NOTE: BASIS OF DESIGN FOR OPERABLE PARTITION: "MODERNFOLD - SINGLE PANEL PARTITION 931" 5/8 GYPSUM BOARD CONT. ACOUSTIC SEALANT BOTH SIDES DRYWALL CORNER BEAD GLAZING SYSTEM AS SCHEDULED STEEL COLUMN - COORDINATE WITH STRUCTURAL WALL TYPE PER SCHEDULE METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL 1 /4 " 2 " 1 /2 "1 /2 " 1/2" 'Z' MOLDING PREFINISHED ALUMINUM BRAKE METAL CONT. ACOUSTIC SEALANT AT HEAD AND SILL CONT. ACOUSTIC SEALANT, BOTH SIDES SCHEDULED WALL FACE OF WALL BELOW AND ABOVE ALIGN 1/2" 'Z' MOLDING PREFINISHED ALUMINUM BRAKE METAL TO MATCH WINDOW FRAME CONT. ACOUSTIC SEALANT AT HEAD AND SILL 7/16" 1/2"2" SOUND BATT INSULATION PER THERMAL ENVELOPE SCHEDULE +/- 1/2" NOTCHED PREFINISHED ALUMINUM BRAKE METAL SCHEDULED WALL PER MANF. CEILING AS SCHEDULED 3 5/8" METAL STUD FRAMING METAL STUD HEADER, REFER TO STRUCTURAL 5/8" GYP. BD. SHIM AS REQUIRED DRYWALL CORNER BEAD METAL STUD X BRACING ANCHORED TO STRUCTURE CONT. BACKER ROD AND SEALANT AT BOTH SIDES GLAZING SYSTEM AS SCHEDULED 6 " CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL SHIM AS NEEDED SEALANT, BOTH SIDES WALL TYPE PER SCHEDULE CONT. SEALANT AT BOTH SIDES DRYWALL CORNER BEAD GLAZING SYSTEM AS SCHEDULED ALUM. FLASHING SET IN SEALANT. MATCH DOOR DOOR TREAD SET INTO FULL BED OF SEALANT FOUNDATION WATERPROOFING R-10 RIGID FOUNDATION INSULATION REVOLVING DOOR AS SCHEDULED. 1/2" EXPANSIVE MATERIAL VAPOR BARRIER TO BE INSTALLED ABOVE GRAVEL BASE, SEE SPECIFICATIONS 3 ' - 0 " M I N . 9" RECESSED CONCRETE SLAB - COORDINATE EXACT SIZE AND DEPTH WITH DOOR MANUFACTURER REINFORCED CONC. FOUNDATION. SEE STRUCT. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:55 PM RE X B U R G C A L L C E N T E R OP E N I N G D E T A I L S A562 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3" = 1'-0"12 CURTAIN WALL SILL AT FOUNDATION 3" = 1'-0"15 STOREFRONT SILL AT WINDOW WELL 3" = 1'-0"13 STOREFRONT SILL AT FOUNDATION 3" = 1'-0"14 THRESHOLD AT FOUNDATION 3" = 1'-0"3 CURTAIN WALL SILL AT CONC. OP - C - S F 0 5 3" = 1'-0"5 CURTAIN WALL JAMB DETAIL AT EIFS 1 1/2" = 1'-0"4 OPENABLE PARTITION DETAIL 3" = 1'-0"7 OPENABLE PARTITION DETAIL num. description date 1 Revision 1 Date 1 3" = 1'-0"6 INTR. STOREFRONT JAMB DETAIL AT COLUMN OP - M - H D 0 4 1 1/2" = 1'-0"8 TYPICAL WALL TERMINATION AT MULLION 1 1/2" = 1'-0"9 TYPICAL WALL TERMINATION AT GLAZING PANEL 3" = 1'-0"11 FLOOR PLAN - INTERIOR GLASS PARTITION DETAIL 4" 3" = 1'-0"2 INTR. STOREFRONT JAMB DETAIL OP - M - H D 0 4 1 1/2" = 1'-0"1 REVOLVING DOOR THRESHOLD AT FOUNDATION FINISHED FLOOR SCREW @ 6" O.C. METAL STUD - COORDINATE WITH STRUCTURAL SOUND BAFFLE 1 /8 " M I N . 4 1 /2 " FINISHED CEILING F I N I S H E D O P E N I N G H E I G H T CEILING AS SCHEDULED DOOR AS SCHEDULED DUAL-DUROMETER FLOOR SEAL WITH CONTOUR MATCHING OUTER SEALS 3" 3 /4 " 3/4" ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED 5/8" GYP. SHEATHING 6" METAL STUD SHIM AS REQUIRED WOOD SILL TO MATCH WOOD BASE 3 " 3/4" 3 /4 " CONT. BACKER ROD AND SEALANT HEAD FLASHING W/ DRIP EDGE GLAZING SYSTEM AS SCHEDULED WOOD SILL TO MATCH WOOD BASE 6" METAL STUD 5/8" GYP. SHEATHING 6" METAL STUB CONT. BACKER ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED SHIM AS REQ. 2" EIFS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO JAMB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD COUNTER FLASHING OVER METAL CAVITY FLASHING ROD AND SEALANT JAMB TRIM PANEL CLIP CERAMIC COATED SIDING SYSTEM (2) TWO FASTENERS PER CLIP FASTENERS AT 32" O.C. 5/8" GYP. SHEATHING 6" METAL STUD RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PANEL CLOSURE TRIM 2 1/2" GLAZING SYSTEM AS SCHEDULED BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQ. MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO JAMB PRE-FINISHED METAL FLASHING, MATCH CERAMIC COLOR METAL FRAMING AS REQ. Z-CLOSURE FRAME BUTYL SEALANT TYP. HEAD TRIM ROD AND SEALANT TYP. FASTENER AT 12" O.C. TYP. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO SILL VAPOR BARRIER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS WOOD SILL TO MATCH WOOD BASE WOOD SILL TO MATCH WOOD BASE 3 /4 " 3 " STAINLESS SCREW INTO STUD PRESSURE-TREATED FURRING BLOCK CERAMIC COATED SIDING SYSTEM STAINLESS SCREW INTO STUD SLOPE SHIM AS REQ. ALUMINUM SURROUND METAL FRAMING AS REQ. FASTENERS AT 32" O.C. 2 1/2"PRE-FINISHED METAL FLASHING, MATCH CERAMIC COLOR 6" METAL STUB CONT. BACKER ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED SHIM AS REQ. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING WRAP INTO JAMB 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. PRE-FINISHED CAVITY FLASHING BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD MASONRY VENEER AS SELECTED PANEL CLIP CERAMIC COATED SIDING SYSTEM (2) TWO FASTENERS PER CLIP PRE-FINISHED METAL FLASHING, MATCH CERAMIC COLOR CONT. BACKER ROD AND SEALANT 6" METAL STUD6" METAL STUD COUNTER FLASHING OVER METAL CAVITY FLASHING REINFORCED CONC. FOUNDATION- COORDINATE WITH STRUCTURAL CONT. BACKER ROD AND SILICONE SEALANT AT BOTH SIDES FOUNDATION WATERPROOFING EXTERIOR CONC. WALK. SLOPED AWAY FROM BLDG. INTERIOR CONCRETE SLAB - SEE FLOOR PLAN 1/2" CONC. JOINT MATERIAL RIGID INSULATION PER PLAN ALUM. FLASHING SET IN SEALANT. MATCH STOREFRONT. ALUM. STOREFRONT AS SCHED. PROVIDE END DAM FLASHING AS BOTTOM OUTSIDE CORNERS OF FRAME GLAZING AS SCHED. SILL RECEPTOR FLASHING W/ END DAM FLASHING AT CORNERS. INSTALL AS PER MANUF. REQ. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:56 PM RE X B U R G C A L L C E N T E R OP E N I N G D E T A I L S A563 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 3" = 1'-0"5 MOVABLE WALL DETAIL 3" = 1'-0"1 STOREFRONT JAMB DETAIL AT CONCRETE 3" = 1'-0"2 STOREFRONT HEAD DETAIL AT CONCRETE 3" = 1'-0"3 STOREFRONT JAMB DETAIL AT EIFS - CORNER 3" = 1'-0"7 STOREFRONT JAMB DETAIL AT CERACLAD 3" = 1'-0"6 STOREFRONT SILL DETAIL AT CERACLAD 3" = 1'-0"8 STOREFRONT JAMB DETAIL AT BRICK 2 3" = 1'-0"4 TURN-DOWN SLAB AT STOREFRONT SILL STEEL COLUMN PER STRUCTURAL DRAWINGS CONSULT FIRE RESISTANCE DIRECTORY DESIGN NO. FOR APPROVED RESISTIVE MATERIAL & THICKNESS SPRAY -APPLIED FIRE RESISTIVE MATERIAL 1 HR, 2 HR, 3 HR RATED: X708; UL263 ELEV. = FLOOR LEVEL SEE SECTION SH A F T STRUCTURAL BEAM. (2) LAYER 5/8" TYPE 'X' GYP. EXTENDED TO ROOF DECK 2 HOUR RATED SHAFT. UL DESIGN #U419 SOUND BATT INSULATION CONC. ON MTL DECK SEE STRUCTURAL. 3-HR AT SECOND LEVEL FIRE STOPPING,2-HR 'C-H' STUD. SEE WALL TYPES. 1" HOUR SHAFT LINER CONTINUOUS STEEL PLATE, 14 G.A., FIRE SPRAYED, TACK TO STEEL BEAM. VARIES Z FURRING 2 1/2" METAL STUDS INFILL FRAMING @ 16" .OC. SPRAY ON FIRE PROOFING WHERE OCCURS ELEV. = FLOOR LEVEL SEE SECTION SH A F T STRUCTURAL BEAM. (2) LAYER 5/8" TYPE 'X' GYP. EXTENDED TO ROOF DECK 2 HOUR RATED SHAFT. UL DESIGN #U419 SOUND BATT INSULATION CONC. ON MTL DECK SEE STRUCTURAL. 3-HR AT SECOND LEVEL FIRE STOPPING,2-HR 6" METAL STUD. SEE WALL TYPES. (2) LAYERS 5/8" TYPE X GYPSUM BOARD EACH SIDE CONTINUOUS STEEL PLATE, 14 G.A., FIRE SPRAYED, TACK TO STEEL BEAM. Z FURRING 2 1/2" METAL STUDS INFILL FRAMING @ 16" .OC. SE E I C C / A N S I GU I D E L I N E S F O R M F D HT . WALL AS SCHED. SEE WALL TYPES. 5/8" GYPSUM BOARD SEE WALL TYPES FOR FIRE RATINGS SEMI-RECESSED FIRE EXTINGUISHER CABINET HAND HELD FIRE EXTINGUISHER R O U G H O P E N I N G R E Q . S E E M A N U F A C T U R E F O R REQ. ROUGH OPENING SEE MANUF. FOR PROVIDE FURRING/ BLOCKING AS REQ. REQ. ROUGH OPENING SEE MANUF. FOR R E Q . R O U G H O P E N I N G S E E M A N U F . F O R FLOOR LEVEL CONC. ON MTL DECK SEE STRUCTURAL S H A F T STRUCTURAL BEAM. SEE DETAIL 4/A601 FOR UL# (2) LAYER 5/8" TYPE 'X' GYP. EXTENDED UP TO STRUCT. BATT INSULATION CONC. ON MTL DECK SEE STRUCTURAL. 1-HR FIRE STOPPING, 2-HR 'C-H' STUD. SEE WALL TYPES. 2 HOUR RATED SHAFT. UL DESIGN #U415 ATTACH "Z" CLIPS AS REQ. TO BEAM PRIOR TO FIREPROOFING. METAL STUD TO ATTACH TO "Z" CLIPS SO THAT FIREPROOFING IS NOT DISTURBED. 1" SHAFT LINER PROVIDE FIRE SEALANT AS REQ. TO MAINTAIN CONT. RATING SPRAY ON FIRE PROOFING WHERE OCCURS ELEV. = FLOOR LEVEL SEE SECTION CONC. ON MTL DECK SEE STRUCTURAL S H A F T STRUCTURAL BEAM. SEE DETAIL 4/A601 FOR UL# (2) LAYER 5/8" TYPE 'X' GYP. EXTENDED TO ROOF DECK. EACH SIDE BATT INSULATION CONC. ON MTL DECK SEE STRUCTURAL. FIRE STOPPING, 2-HR 6" METAL STUDS. SEE WALL TYPES. 2 HOUR RATED SHAFT. UL DESIGN #U415 ATTACH Z CLIPS TO BEAM PRIOR TO FIREPROOFING . METAL STUD TO ATTACH TO Z CLIPS SO THAT FIREPROOFING IS NOT DISTURBED. SPRAY ON FIRE PROOFING WHERE OCCURS ELEV. = FLOOR LEVEL SEE SECTION SHAFT STRUCTURAL BEAM. (2) LAYER 5/8" TYPE 'X' GYP. EXTENDED TO ROOF DECK 2 HOUR RATED SHAFT. UL DESIGN #U419CONC. ON MTL DECK SEE STRUCTURAL FIRE STOPPING,2-HR SEE WALL TYPES CONT. FIRE STOPPING SEALANT HOLD WALL 3/8" TO 1/2" DOWN FROM STRUCTURE (TYP.) SEE WALL TYPES FOR WALL CONSTRUCTION METAL DECK FIRE SAFING INSULATION NOTE: APPLY ACOUSTIC SEALANT AT TOP OF WALL AND FIRE STOPPING SEALANT AT FIRE RATED PARTITIONS BRACE AS NEEDED ABOVE CEILING COORDINATE W/MECH./PLUM. & ELEC. 3 /8 " 3 /8 " CONC. ON MTL DECK SEE STRUCTURAL SHAFT STRUCTURAL BEAM. SEE DETAIL 4/A601 FOR UL# (2) LAYER 5/8" TYPE 'X' GYP. EXTENDED UP TO STRUCT. BATT INSULATION 'C-H' STUD. SEE WALL TYPES. 2 HOUR RATED SHAFT. UL DESIGN #U415 ATTACH "Z" CLIPS AS REQ. TO BEAM PRIOR TO FIREPROOFING. METAL STUD TO ATTACH TO "Z" CLIPS SO THAT FIREPROOFING IS NOT DISTURBED. 1" SHAFT LINER PROVIDE FIRE SEALANT AS REQ. TO MAINTAIN CONT. RATING SPRAY ON FIRE PROOFING WHERE OCCURS 1" FLOOR/CEILING, ROOF/CEILING ASSEMBLY WALL AS SCHEDULED INTERIOR GYPSUM WALL BOARD, 5/8" TYPE 'X' - AT 2 HR ASSEMBLIES, USE (2) LAYERS FIRE STOP TRACK FIRE STOPPING, BOTH SIDES - MATCH WALL RATING 1 1 / 2 " 1 1 / 2 " 6" FIRE STOPPING ALL AROUND PENETRATIONS 6" 1 1 / 2 " 1" FIRE STOPPING ALL AROUND PENETRATIONS FLOOR/CEILING, ROOF/CEILING ASSEMBLY WALL AS SCHEDULED INTERIOR GYPSUM WALL BOARD, 5/8" TYPE 'X' - AT 2 HR ASSEMBLIES, USE (2) LAYERS FIRE STOP TRACK FIRE STOPPING, BOTH SIDES - MATCH WALL RATING SOUND ATTENUATION BLANKET 1 1 / 2 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:57 PM RE X B U R G C A L L C E N T E R UL R A T I N G S & F I R E P R O O F I N G D E T A I L S A601 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 1 1/2" = 1'-0"1 COLUMN FIRE PROOFING - SPRAY ON 1 1/2" = 1'-0"11 DETAIL AT ELEVATOR SHAFT UL SYSTEM NO. HW-D-0611 1 1/2" = 1'-0"8 DETAIL AT STAIR SHAFT UL SYSTEM NO. HW-D-0611 1 1/2" = 1'-0"2 FIRE EXTINGUISHER CABINET 1 1/2" = 1'-0"10 FIREPROOFING DETAIL AT ELEVATOR SHAFT - SHAFT ASSEMBLY UL# U415 1 1/2" = 1'-0"7 FIREPROOFING DETAIL AT STAIR SHAFT - SHAFT ASSEMBLY UL# U415 1 1/2" = 1'-0"9 FLOOR AT SHAFT WALL 1 1/2" = 1'-0"3 RATED WALL TERMINATION AT DECK 1 1/2" = 1'-0"6 SHAFT WALL BEAM AT ROOF 3" = 1'-0"4 TOP OF WALL DET. (PARALLEL) FOR RATED AND SMOKE ASSEMBLIES UL# HW-D-0060 3" = 1'-0"5 TOP OF WALL DET. (PERPENDICULAR) FOR RATED AND SMOKE ASSEMBLIES UL# HW-D-0060 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings -ANSI/ul 263 Design No. N705 November 03, 2010 Restrained Beam Ratings -1, 1-1/2, 2, 3 and 4 Hr. (See Item 7) Unrestrained Beam Ratings -1, 1 1/2, 2, 3 and 4 Hr. (See Item 7) Load Restricted for Canadian Applications -See Guide BXUV7 1. Steel Beam -W8X28 min size. 2. Normal Weight or Lightweight Concrete -Compressive strength 3000 psi. For normal concrete either carbonate or siliceous aggregate may be used. Unit weight is 148 pcf. For lightweight concrete, unit weight is 112 pcf. 3. Shear Connector (Optional)-Studs, 3/4" in. diam headed type or equivalent per AISC specifications. Welded to top flange of beam through the steel floor units. 4. Welded Wire Fabric -6X6, W1.4XW1.4. 5. Steel Floor and Form Units -1-5/16 in. deep corrugated units; or 1-1/2 to 3 in. deep fluted or cellular units. welded to beam. 6. Metal Lath -(Optional -See tables in Item 7) 3.4 lbs/sq yd galv or painted expanded steel. Secured to beam by bending tight around flanges a min of 1/1/2 in. toward web of beam. 7. Spray-Applied Fire Resistive Materials*-See table below for appropriate thicknesses. Where metal lath is present, thicknesses are measured to surface of metal lath, all other thicknesses are measured to steel surface. Prepared by mixing with water according to instructions on each bag of material. Mixture can be spray or trowel applied on beam surfaces and over lath, as shown. When fluted or corrugated steel floor units are used, crest are as above the beam shall be sealed with Spray-Applied Fire Resistive Materials. Min avg density of 55 pcf with min ind value of 50 pcf. For method of density determination, see Design Information Section, Sprayed Material. Surface of material may be lightly finished with a trowel. The thicknesses shown in the following table are for normal weight or lightweight concrete. Metal lath, Item 6, is required. The thicknesses shown on the following table are for normal weight or lightweight concrete. Metal lath, Item 6, is optional. System G -3 Hr Gypsum panels with beveled, square or tapered edges, non 5/8 in. 48 in. or 1200 mm wide, applied vertically or horizontally in three layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when installed horizontally. Middle layer attached to studs with 1-5/8 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 2-1/4 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. . Horizontal joints need to be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CANADIAN GYPSUM COMPANY -Types C, IP-X2, IPC-AR, WRC UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR, WRC USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR, WRCSystem H -3 Hr Gypsum panels with beveled, square or tapered edges, non 5/8 in. 48 in. or 1200 mm wide, applied vertically or horizontally, two layers over the flange of the "C" section of the studs, one layer over the flange of the "H" section of the studs. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CANADIAN GYPSUM COMPANY -Types C, IP-X2, IPC-AR, WRC UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR, WRC USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR, WRCSystem I -4 Hr Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 4 ft wide (or 1200 mm for metric spacing) wallboard with square or tapered edges. Total of four layers to be used. First and second (inner) layers applied vertically or horizontally over the steel studs. Horizontal joints need not be backed by steel framing. When applied vertically, joints centered over studs and staggered min 24 in., otherwise all joints staggered min 12 in. First layer secured to studs with 1-1/4 in. long Type S self-drilling, self-tapping bugle- head steel screws spaced 24 in. OC. Second layer secured to studs with 2-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. Third layer applied vertically over the furring channels (Item 2C) with a 1-1/4 in. long Type S self- drilling, self-tapping bugle-head steel screws spaced 12 in. OC. Fourth layer applied vertically or horizontally with 2-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. When applied vertically, joints to be staggered min 24 in. from third layer, otherwise all joints staggered min 12 in. CANADIAN GYPSUM COMPANY -Types IP-X3, or ULTRACODE UNITED STATES GYPSUM CO -Types IP-X3, or ULTRACODE USG MEXICO S A DE C V -Types IP-X3, or ULTRACODE 4A. Gypsum Board*-(As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) -Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or #6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO -Nelco 5. Joint Tape and Compound -(Not Shown) Systems A, B, C, E, F, G, H, I Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. 6. Batts and Blankets* - Systems A, B, E, F, G, H, I (Optional) -Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt mineral bearing the UL Classification Marking as to Fire Resistance. Systems C & D Min. 3 in. (System C) and min 1-1/2 in. (System D) thick mineral wool batts, friction fitted between the studs and floor and ceiling runners. THERMAFIBER INC -Type SAFB 7. Cementitious Backer Units*-(System D) -Nom 1/2 or 5/8 in. thick panels, square edge, attached to studs over gypsum wallboard with 1-5/8 in. long, Type S-12, corrosion resistant steel screws spaced 8 in. OC and staggered 8 in. from gypsum wall board screws. Joints covered with glass fiber mesh tape. Vertical joints staggered one stud cavity from gypsum wallboard joints. Horizontal joints staggered a min of 12 in. from the gypsum wallboard joints. UNITED STATES GYPSUM CO -DUROCK Exterior Cement Board or DUROCK Brand Cement Board. 8. Laminating Adhesive* -(Optional, Not Shown) -Used to bond outer layer of Cementitious Backer Units (Item 7) to inner layers of gypsum Board (Item 4) in System D. ANSI A136.1 Type 1 organic adhesive applied with 1/4 in. square notched trowel. See Adhesives (BYWR) in the Fire Resistance Directory or Adhesives (BJLZ) in the Building Materials Directory for names of Classified companies. 9. Lead Batten Strips -(Not Shown, For Use with Item 4A) -Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4A) and optional at remaining stud locations. Required behind vertical joints. 10. Lead Discs or Tabs -(Not Shown, For Use With Item 4A) -Used in lieu of or in addition to the lead batten strips (Item 9) or optional at other locations -Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4A) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 11. Lead Batten Strips -(Not Shown, For Use With Item 4B) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of a 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4B) and optional at remaining stud locations. 12. Lead Tabs -(Not Shown, For Use With Item 48) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 4B) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. 4 3 5 2 1 7 6 2-1/2" SEE ITEM 7 Min Thkns in. Rating Hr Restrained Beam Rating Hr Unrestrained Beam Rating Hr 1 1-1/2 2 3 4 7/16 1/2 3/4 1-1/8 1-9/16 7/16 1/2 13/16 1-1/4 1-13/16 CARBOLINE CO -Type 241, Type 241 HD, Investigated for exterior use. CARBOLINE KOREA LTD -Type 241, Type 241 HD, Investigated for exterior use. CARBOLINE SOUTHEAST ASIA PTE LTD -Type 241, Type 241 HD, Investigated for exterior use. CARBOLINE (INDIA) PVT LTD -Type 241, Type 241 HD, Investigated for exterior use. STONCOR MIDDLE EAST L L C -Type 241, Type 241 HD, Investigated for exterior use. STONCOR SOUTH CONE S A -Type 241, Type 241 HD, Investigated for exterior use. *Bearing the UL Classification Mark Last Updated on 2010-11-03 Min Thkns in. Rating Hr Restrained Beam Rating Hr Unrestrained Beam Rating Hr 1 1-1/2 2 3 11/16 3/4 1 1-3/8 11/16 3/4 1-1/16 1-1/2 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings -ANSI/UL 263 Design No. U415 November 15, 2010 Nonbearing Wall Ratings -1, 2, 3 or 4 Hr. System A - 1 Hr. 1 2 3 4 24 in. or 600 mm O.C. System B - 2 Hr. 1 2 3 4 24 in. or 600 mm O.C. Horizontal Section System C - 2 Hr. 1 2 3 4 24 in. or 600 mm O.C. Horizontal Section 6 System D - 2 Hr. 1 6 3 24 in. or 600 mm O.C. Horizontal Section 2 4 7 System E - 2 Hr. 1 2 3 4 24 in. or 600 mm O.C. Horizontal Section 4 System F - 2 Hr. 1 2 3 4 24 in. or 600 mm O.C. Horizontal Section 2B Horizontal Section Horizontal Section 1. Floor, Side and Ceiling Runners -"J" -shaped runner, min 2-1/2 in. deep (min 4in. deep when system C is used), with unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when item 4A, 4B or 7 are used) galv steel, Runners positioned with short leg tow and finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC, "E" -shaped studs (Item 2A) may be used as side runners in place of "J" -shaped runners. 2. Steel Studs -"C-H" -shaped studs, min 2 1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 20 MSG when Items 2D, 4A, 4B or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height and spaced 24 in, or 600 mm OC. 2A. Steel Studs -(Not Shown) -"E" -shaped studs installed back to back in place of "C-H" - shaped studs (Item 2) "E" shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG when Item 2D, 4A, 4B or 7 is used) galv steel, min 2-1/2 in. deep (min 4 in. deep when System C is used), with one leg 1 in. long and two legs 3/4 in. long Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights. 2B. Furring Channels -(Optional, not shown) -For use with single or double layer systems. Resilient furring channels fabricated from min 25 MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange portion of channel attached to each intersecting "C-H" or "E" stud on side of stud opposite the 1 in. liner panels with 1/2 in, long Type S or S-12 pan-head steel screws. When furring channels are used, wallboard to be installed vertically only, Not to be used with Type FRX-G gypsum wall board, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units. (Item 7) 2C. Furring Channels -For use with System I -"Hat" -Shaped, 25 MSG galv steel furring channels attached directly over the inner layers of wallboard to each stud with 2 in. long Type S pan head steel screws. Screws alternate from top flange to bottom flange at each stud intersection. Furring channels spaced vertically max 24 in. OC. 2D. Steel Framing Members*-(Optional, not shown) -For use with single or double layer systems. Furring channels and Steel Framing Members as described below. Not used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units (Item 7); a. Furring Channels -Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 3. b. Steel Framing Members*-Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A). clips spaced max. 24 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC -Type RSIC-1. 3. Gypsum Board*-Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels attached to long leg of vertical "J" -runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. long Type G steel screws, three screws along the 22 in. dimension at the top and bottom of the strips. CANADIAN GYPSUM COMPANY -Type SLX UNITED STATES GYPSUM CO -Type SLX USG MEXICO S A DE C V -Type SLX 4.Gypsum Board* - Systems A -1 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. when installed vertically or 8 in OC when installed horizontally. Horizontal joints need not be backed by steel framing. CANADIAN GYPSUM COMPANY -Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX UNITED STATES GYPSUM CO -Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX. USG MEXICO S A DE C V -Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRXSystems B -2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Outer face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 12 in. OC w hen installed vertically and staggered 12 in. from base layer screws or 8 in. OC when installed horizontally and staggered 8 in. OC when installed horizontally and staggered 8 in. from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. CANADIAN GYPSUM COMPANY -1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX UNITED STATES GYPSUM CO -1/2 IN. Types C, IP-X2,IPC-AR, or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGXSystems C -2 Hr Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, secured with 1-1/4 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field when installed vertically or 8 in. OC along the vertical edges and in the field when installed horizontally. Horizontal joints need not be backed by steel framing. Screws along side joints offset 4 in. Requires min 4 in. deep framing per Items 1, 2 and 3. requires min 3 in. thick mineral wool batts per Item 6. CANADIAN GYPSUM COMPANY -Types IP-X, or ULTRACODE UNITED STATES GYPSUM CO -Types IP-X3, or ULTRACODE USG MEXICO S A DE C V -Types IP-X3, or ULTRACODESystems D -2 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. or 1200 mm wide, applied vertically or horizontally, attached directly to studs with 1 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally. Horizontal joints need not be backed by steel framing. Requires face layer of 1/2 or 5/8 in. thick cementitious backer units per Item 7 and min 1-1/2 in. thick mineral wool batts per Item 6. CANADIAN GYPSUM COMPANY -Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX UNITED STATES GYPSUM CO -Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX. USG MEXICO S A DE C V -Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRXSystems E -2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. OC when installed vertically or 8 in. when installed horizontally. Horizontal joints need not be backed by steel framing. CANADIAN GYPSUM COMPANY -1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX UNITED STATES GYPSUM CO -1/2 in Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX USG MEXICO S A DE C V -1/2 IN. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, IP-AR, IP-X1, IP- X2, IPC-AR, SCX, SHX, WRC, WRX Systems F -2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. or 1200 mm wide, applied vertically in two layers. Inner or base layer attached to resilient furring channels (Item 2B) with 1 in. long Type S steel screws spaced 24 in. Outer or face layer attached to resilient furring channels (Item 2B) with 1-5/8 in long Type S steel screws spaced 12 in. OC and staggered 12 in. from base layer screws. Joints between inner and outer layers staggered 24 in. CANADIAN GYPSUM COMPANY -1/2 in. Type C, IP-X2, IPC-AR, or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX UNITED STATES GYPSUM CO -1/2 in, Type C, IP-X2, IPC-AR or WRC; 5/8 in Types AR, C, FRX- G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX Fire Resistance Ratings - ANSI/UL 263 Fire Resistance Ratings -ANSI/UL 263 Design No. U419 August 14, 2010 Nonbearing Wall Ratings -1, 2, 3 or 4 Hr (See Items 4 &5) 1. Floor and Ceiling Runners -(Not shown) -For use with Item 2 -Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. king legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Floor and Ceiling Runners -Not shown -In lieu of Item 1 -For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC -UltraSTEEL® DIETRICH INDUSTRIES INC -UltraSTEEL®. 1B. Framing Members* -Floor and Ceiling Runners -(Not shown -In lieu of Item 1) -For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in. 8 4 4A 2 5 5 5 5 CLARKSWESTERN BUILDING SYSTEM INC -UltraSTEEL® DIETRICH INDUSTRIES INC -UltraSTEEL®. 1C. Framing Members* -Floor and Ceiling Runner -Not shown -In lieu of Item 1 -For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO -ViperTrack™ CRACO MFG INC -SmartTrack™ MARIANO/WARE, DIV OF WARE INDUSTRIES INC -Viper25™ Track 1D. Framing Members* -Floor and Ceiling Runner -Not shown -In lieu of Item 1 -For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. MARINO/WARE, DIV OF WARE INDUSTRIES INC -Viper20S™ Track, Viper20D™ Track 1E. Framing Members* -Floor and Ceiling Runners -(Not shown) -In lieu of item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC -Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV -Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC -Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO -Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC -Type SUPREME Framing System UNITED METAL PRODUCTS INC -Type SUPREME Framing System 1F. Floor and Ceiling Runners -(Not shown) -For use with Item 2B -Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. max. 1G. Framing Members* -Floor and Ceiling Runners -(Not shown, As an alternate to Item 1) -For use with Item 2F and 5F or 5G only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKWESTERN BUILDING SYSTEM INC -CW ProTRAK DIETRICH INDUSTRIES INC -DIETRICH ProTRAK DMFCWBS L L C -ProTRACK TELLING INDUSTRIES L L C -TRUE-TRACK™ 1H.Framing Members* -Floor and Ceiling Runner -Not shown -In lieu of Item 1 -For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1-1/8 in long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs -Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5 , spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Framing Members* -Steel Studs -Lieu of Item 2 -Proprietary channel shaped studs, min. depth as indicated under Item 5, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC -UltraSTEEL® DIETRICH INDUSTRIES INC -UltraSTEEL®. 2B. Steel Studs (As an alternate to Item 2, For use with Items 5B & 5E) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* -Steel Studs -(As an alternate to Item 2, For use with Item 5C) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO -ViperStud ™ CRACO MFG INC -SmartStud™ MARINO/WARE. DIV OF WARE INDUSTRIES INC -Viper25™ 2D. Framing Members* -Steel Studs -In lieu of Item 2 -For Use with Item 1E-Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC -Type SUPREME Framing System CONSOLIDATED FABRICATIONS CORP, BUILDING PRODUCTS DIV -Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC -Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO -Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC -Type SUPREME Framing System UNITED METAL PRODUCTS INC -Type SUPREME Framing System 2F. Framing Members* -Steel Studs -(Not shown, As an alternate to Item 2) -For use with Item 1G and 5F or 5G only, channel shaped studs, min depth as indicated under Item 5F, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC -CW ProSTUD DIETRICH INDUSTRIES INC -DIETRICH ProSTUD DMFCWBS L L C -ProSTUD TELLING INDUSTRIES L L C -TRU-STUD™ 2G.Framing Members* -Metal Studs -Not shown -In lieu of Item 2 -For use with Item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS -The Edge 3. Wood Structural Panel Sheathing -(Optional, For use with Item 5 Only.) -(Not Shown) -4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4.Batts and Blankets*-(Required as indicated under Item 5) -Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets*-(Optional) -Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board*-Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers(multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Rating Hr Min Stud Depth, in. Items 2, 2D, 2E, and 2G Min Stud Depth in. Item 2A 1 1 3-1/2 Optional Fire Resistance Ratings -ANSI/UL 263 Min Thkns of Insulation (Item 4) No. of Layers & Thkns of Panel 3-5/8 1 layer, 5/8 in. thick 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layer, 1/2 in. thick Optional 2 1-5/8 2-1/2 2 layer, 5/8 in. thick Optional 2 3-1/2 3-5/8 1 layer, 3/4 in. thick 3 in. 5A. Gypsum Board*-(As an alternate to Item 5) -5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CANADIAN GYPSUM COMPANY -Type SHX. UNITED STATES GYPSUM CO -Type FRX-G, SHX. USG MEXICO S A DE C V -Type SHX. 5B.Gypsum Board*-(Not Shown) -As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP -Type RB-LBG 5C. Gypsum Board*-(For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) -The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screw s spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) -The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CANADIAN GYPSUM COMPANY -Type SCX. UNITED STATES GYPSUM CO -Type SCX. USG MEXICO S A DE C V -Type SCX. 5D. Gypsum Board*-(As an alternate to Item 5) -5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO -Type USGX. 5E. Gypsum Board* -(Not Shown) -(As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified. For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO -Nelco 5F.Gypsum Board*-(As an alternate to Item 5) -For use with Items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO -5/8 in. thick Type SCX. 5G. Gypsum Board*-(As an alternate to Item 5) -For use with Items 1G and 2F only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need to be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr, and 4 hr ratings are as follows: Rating Hr Min Stud Depth, in. Item 2F 2 2 1-5/8 Fire Resistance Ratings -ANSI/UL 263 Min Thkns of Insulation (Item 4) 1-5/8 2 layers, 1/2 in. thick No. of Layers & Thickness of Panel Optional 2 layers, 5/8 in. thick Optional CANADIAN GYPSUM COMPANY -1/2 in. thick Type C, IP-X2, IPC-AR or ; 5/8 in. thick Type SCX, SHX, IP-X1, AR, C, ,FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO -1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE 6. Fasteners -(Not shown) -For use with Items 2 and 2F -Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer Systems:1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems:First layer -1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer -1-5/8 in. long for 1/2 in., 5/8 in. thick panels thick panels or 2-1/4 in. long for 3/4 in. thick panels spaced 16 in. OC with screws offset 8 in. from first layer. Three- layer systems:First layer -1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer -1-5/8 in. long for 1/2 in, 5/8 in. thick panels, spaced 24 in. OC. Third layer - 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems:First layer -1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer -1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Fourth layer -2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners -(Not shown) -For use with Item 2A -Type S or S-12 steel screws used to attach panels to studs Item 2A). Single layer systems:1 in long for 1/2 and 5/8 in. thick panels or 1-1/4 in long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 21 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12. OC in the field when panels are applied vertically. Two layer systems applied vertically:First layer -1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in long for 3/4 in. thick panels, spaced 16 in. OC. Second layer -1-5/8 in. long for 1/2 in., 5/8 in thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally:First layer -1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three-layer systems:First layer -1 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Second layer -1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer - 2/14 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screws shall be placed 1-1/4 in. from each edge of the board. Four-layer systems:First layer -1 in. long for 1/2 in., 5/8 in . thick panels, spaced 24 in. OC. Second layer -1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer -2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in thick panels, spaced 24 in. OC. Fourth layer -2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. 7. Furring Channels -(Optional, not shown, for single or double layer systems) -Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members*-(Not Shown) -(Optional on one or both sides, not shown, for single or double layer systems) -As an alternate to Item 7, furring channels and Steel Framing Members as described below; a. Furring Channels -Formed of No. 25 MSG galv steel. 2-3/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members*-Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC -Type Isomax 7C. Framing Members* -Optional -Not Shown -Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC -Type RC Assurance. 7D. Framing Members*(Not Shown) -(Optional on one or both sides, not shown, for single or double layer systems) -As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels -Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members*-Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC -Type GENIECLIP 8. Joint Tape and Compound -Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco -(Optional, not shown) -Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants*-(Optional, not shown) -A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO -Type AS 11. Lead Batten Strips -(Not Shown, For Use With Item 5B) -Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the Interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 12. Lead Discs or Tabs -(Not Shown, For Use With Item 5B) -Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations -Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws, Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 13. Lead Batten Strips -(Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs -(Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs fiction fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark Last Updated on 2010-08-14 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings -ANSI/UL 263 Design No. U 457 July 01, 2010 Nonbearing Wall Rating -1HR. 1. Studs -Channel shaped, 3-5/8 in. wide by 1-1/4 in. deep with 5/16 in. folded back return flange legs. Fabricated from No. 20 MSG (0.0329 in., min. bare metal thickness) galvanized steel. Max stud spacing 16 in. OC. Studs to be cut 1 in. less than assembly height. 2. Floor and Ceiling Runners -(Not Shown) -Channel shaped runners, 3-5/8 in. wide by 1-1/4 in. deep, fabricated from No. 20 MSG (0.0329 in., min bare metal thickness) galv steel. Attached to floor and ceiling with fasteners, 24 in. OC. max. 3. Foamed Plastic*-(Optional) nom 1/2 in. thick rigid polystyrene insulation installed between steel studs (Item 1) and Cementitious Backer Units (Item 4), attached to studs with 1 in. long, Type S-12 steel screws. See Foamed Plastic (CCVW) category for names of manufacturers. 4. Cementitious Backer Units*-Board 1/2 or 5/8 in. thick, square edge, attached to studs with 1-1/4 in. long Type S-12, corrosion resistant, wafer-head steel screws, spaced 8 in. OC. Joints covered with glass fiber mesh tape. Board applied over Foamed Plastic (Item 3) requires 1-5/8 in. long screws, same designation and spacing as described above. UNITED STATES GYPSUM CO -Durock Exterior Cement Board or Durock Brand Cement Board. 5. Batts and Blankets*-Placed to fill interior of stud cavity, 3 in. min thickness. THERMAFIBER INC -Type SAFB. 6. Gypsum Board*-Applied vertically 5/8 in. thick, attached to studs with 1 in. long, Type S-12 screws, spaced 8 in. OC along the edges of the board and 12 in. OC in the field of the board. AMERICAN GYPSUM CO -Type AG-C CANADIAN GYPSUM COMPANY -Types C, IP-X2, IPC-AR. CERTAINTEED GYPSUM INC -ProRoc Type C CERTAINTEED GYPSUM CANADA INC -ProRoc Type C GEORGIA-PACIFIC GYPSUM L L C, DBA PABCO GYPSUM -Type C. TEMPLE-INLAND -Type TG-C UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR. USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR. 7. Joint Tape and Compound -Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 8. Joints -Treated with glass fiber tape and latex modified Portland cement mortar or ANSI A136.1 type 1 organic adhesive. 9. Vapor Permeable Water Barrier Sheathing Material -(Optional -Not Shown) -As required. 10. Water Barrier -(Optional -Not Shown) -Commercial asphalt saturated and/or coated felt. *Bearing the UL Classification Mark Last Updated on 2010-07-01 4 1 5 7 8 6 3 CANADIAN GYPSUM COMPANY -1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO -1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4in thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V -1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in thick Type AR,C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Member*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:43:59 PM RE X B U R G C A L L C E N T E R UL R A T I N G S A N D D I A G R A M S A602 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date B C P M PARTITION EXTENDS TO BOTTOM OF CEILING PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING PARTIAL HEIGHT WALL MULTI-CONDITION TERMINATION, SEE DETAILS TOP OF WALL CONDITION a f PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PROVIDE FIRE BLOCKING AT A MAXIMUM OF 8'-0" ON BOTH DIRECTIONS PARTITION MODIFIER X#m PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 3 5/8" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON SHEET A612 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER SLOTTED DEEP LEG DEFLECTION TRACK SLIP CONNECTION VERTICAL STUD ISOMETRIC VIEW OF SLOTTED TOP TRACK GENERAL NOTES 1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND, SMOKE AND FIRE WALLS. 2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS. 3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANU FACTURER AND UL APPROVED METHODS FOR A TYPICAL CONDITIONS. 4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF VERTICAL DEFLECTION OF THE SUPERSTRUCTURE. 5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACER TO ACCOMMODATE THICKNESS OF SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM). 6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, I S THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION. 7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MI D-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS. 8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SU PERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK. 9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES. 10. AT FIRE -RATED WALLS REFER TO JOINT FIRESTOPPING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS. 11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED. 12. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FI RESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL CONTAINMENT AND CLEAN ROOM APPLICATIONS. 13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS. 14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB). 15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE. 2"x20 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) MTL STUDS STEEL BEAM 1"1" SLOTTED TOP TRACK 1 "1 " 1 " LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED BRACING PER DETAIL /5 A612 LINE OF STRUCTURE PER WALL TYPE 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED 6 " M I N . SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS BRACING PER DETAIL /5 A612 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS 5/8" GYP. BD. CEILING AS SCHEDULED 6 " M I N . PER WALL TYPE A611 11 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED SEE DETAILS & FOR FIRE RATED WALL CONDITIONS LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED 6 " M I N . LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS DOUBLE 20 GA 3 5/8" OR 6" MTL STUDS 25 GA MIN MTL TRACK 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS LINE OF STRUCTURE PARTITION WIDTH REF SCHEDULE FOR SOUND ATTENUATION BATTS (SAB), PER SCHEDULE MTL C-H SHAFTWALL STUDS 1" SHAFTWALL LINER REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS SEALANT, BOTH SIDES 5/8" TYPE X GYPSUM BOARD METAL RUNNER Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:01 PM RE X B U R G C A L L C E N T E R ST A N D A R D P A R T I T I O N T Y P E S A611 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N *NOTE: FOR ONE-HOUR RATED WALLS USE UL DESIGN NO. U 419; SEE UL RATING SHEET NOT TO SCALE1METAL STUD WITH 1 LAYER 5/8" GYP. BD. ON EACH SIDE WA - B D G - 0 1 NOT TO SCALE3METAL STUD WITH NO GYP. BD. WA - B D G - 0 5 PARTITION TYPE CORE WIDTH PARTITION WIDTH A 0' - 3 5/8" 0' - 4 7/8" A6 0' - 6" 0' - 7 1/4" PARTITION TYPE CORE WIDTH PARTITION WIDTH C 0' - 3 5/8" 0' - 4 1/4" C2 0' - 2 1/2" 0' - 3 1/8" PARTITION TYPE CORE WIDTH PARTITION WIDTH PARTITION GENERAL NOTES 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS. SOME PARTITION TYPES SHOWN ON THIS SHEET MAY NOT BE USED ON THIS PROJECT. 2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE 'A'. IF UNCLEAR CONTACT ARCHITECT. 3. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND. STC RATINGS LISTED ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS IN FIELD. 4. SEE SPECIFICATIONS FOR SOUND ATTENUATION BATTS (SAB) REQUIREMENTS. WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM FLOOR TO STRUCTURE ABOVE. 5. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE-RESISTANT, TILE-BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON THEIR LOCATION AND ACCORDI NG TO REQUIREMENTS LISTED IN THE SPECIFICATIONS. 6. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE RATING, AIR PRESSURE CONTAINMENT, ACOUSTIC RATING, VERMIN CONTROL, MOVEMENT (CRACK) CONTROL AND/OR BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE TO BE SIZED FOR EXPECTED MOVEMENT OF JOINT WITH EXPANSION/CONTRACTION CAPACI TY OF SEALANT MATERIAL TO MAINTAIN THE INTEGRITY OF THE SEAL FOR THESE APPLICABLE PARAMETERS - SEE SPECIFICATIONS. 7. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 8. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 9. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO CONTINUE THROUGH ALL OPENINGS IN RATED PARTITIONS. 10. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS. 11. REFER TO THE TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 12. REFER TO SHEET A612 FOR ADDITIONAL PARTITION DETAILS AND FRAMING INFORMATION. 13. SEE DETAIL FOR METAL STUD SI ZE, SPACING, HEIGHT LIMITATIONS, AND ADDITIONAL INFORMATION. 14. PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT ARE SHOWN GRAPHICALLY ON PLANS WITH HATCH PATTERNS. 15. THE TYPICAL PARTITION TAG SYMBOL DESIGNATION HAS THREE CHARACTERS. THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE, THE SECOND CHARACTER IS A NUMERIC INDICATION OF THE STUD WIDTH. IN SOME INSTANCES, ADDITIONAL CHARACTERS OR "MODIFIER" MAY BE ADDED TO THE END TO INDICATE ADDITIONAL CHARACTERISTICS WITHIN THE WALL. REFER TO CHART BELOW FOR MODIFIER DEFINITIONS. IF NO PARTITION TAG OR NUMERIC SECOND CHARACTER EXISTS, THE STUD SIZE WILL BE 3 5/8" FOR METAL STUD CONSTRUCTION. 16. ALL PARTITIONS EXTEND TO DECK UNLESS NOTED OTHERWISE. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3" = 1'-0"10 HEAD-OF-WALL DETAILS - GENERAL REQUIREMENTS FOR STUD WALLS WA - M - 1 1 3" = 1'-0"11 HEAD-OF-WALL DETAILS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL WALLS WA - M - 1 2 3" = 1'-0"6 TOP OF WALL CONDITION - TYPE 'B' (NON-RATED) WA - M - 1 4 3" = 1'-0"12 TOP OF WALL CONDITION - TYPE 'C1' (NON-RATED) WA - M - 1 5 3" = 1'-0"8 TOP OF WALL CONDITION - TYPE 'C2' (NON-RATED) WA - M - 1 6 3" = 1'-0"13 TOP OF WALL CONDITION - TYPE 'D' (NON-RATED) WA - M - 1 7 3" = 1'-0"9 TOP OF WALL CONDITION - TYPE 'M' (NON-RATED) WA - M - 1 8 NOT TO SCALE2PARTITION TYPE C WA - B D G - 0 3 3" = 1'-0"7 OPENING HEADER WA - M - 0 7 3" = 1'-0"4 DOUBLE DOOR OR LARGE OPENING HEADER WA - M - 0 2 num. description date 1 Revision 1 Date 1 NOT TO SCALE51 HOUR SHAFTWALL WA - B D G - 0 9 PARTITION TYPE CORE WIDTH PARTITION WIDTH H6 0' - 6" 0' - 6 5/8" 3 LAYERS OF 5/8" GWB AT HORIZONTAL PLANE MECHANICAL DUCTWORK LINE OF STRUCTURE ABOVE 5 " M I N 4 8 " M A X H E I G H T REF RCP MAX. SPAN 11'-8" W/ 20 GA STUDS MAX. SPAN 8'-11" W/ 25 GA STUDS RATING INFORMATION: FIRE RATING - 2 HOUR TEST: PEI AER-09038 WHI-495-PSH 0154/0167 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS 1" X 20 GA MTL STRAP PLATES AT 3'-6" O.C. EA SIDE 25 GA MIN MTL TRACK AT FLOOR DOUBLE 20 GA MTL STUDS 25 GA MIN MTL SILL TRACK BELOW CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS TYPE A CONT16 GA 6" WIDE MTL BACKING PLATE M O U N T I N G H E I G H T S R E F T Y P I C A L TYPE B 20 GA MTL RUNNER TRACK - CLIP FLANGES TO FIT OVER STUDS 6" MIN, DEEPER IF REQUIRED M O U N T I N G H E I G H T S R E F T Y P I C A L TYPE C M O U N T I N G H E I G H T S R E F T Y P I C A L 8" MIN, DEEPER IF REQUIRED MIN 20 GA MTL STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT 14 GA STL RUNNER TRACK-CLIP FLANGES AND FOLD WEB TO FORM ATTACHMENT FLANGE PROVIDE DIAGONAL BRACING (AT 45° TYP) OF TOP TRACK AT 48" O.C. MAX BETWEEN FULL HEIGHT STUDS DOOR OPENING DOOR OPENING DOUBLE DOOR OPENING BELOW CEILING OPENING LARGE BELOW CEILING OPENING ABOVE CEILING OPENING LARGE ABOVE CEILING OPENING MOUNTING DETAIL TYPE B DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS 4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 8' - 6" MAX ALL STUDS ARE TO BE 20 GAUGE IF GREATER THAN 8' - 6" 8' - 6" MAX 8' - 6" MAX 4' - 6" MAX 25 GA MIN BOTTOM TRACK (TYP) FLOOR LINE 20 GA MTL TOP TRACK (TYP UNO) CEILING LINE UNDERSIDE OF SLAB, FLOOR OR ROOF DECK 2" WIDE 20 GA METAL STRAP OPENING ABOVE CEILING WHICH INTERRUPTS LOWER OPENING JAMB STUDS STONE VENEER WALLS 16 GA MIN STUDS AT NOTE TO USER: STONE SHOULD NOT BE ATTACHED DIRECTLY TO SHAFT WALLS. PROVIDE ADDITIONAL FURRING FOR STONE BACK-UP. WHERE STONE EXCEEDS 10'-0" IN HEIGHT, OR IF STONE IS GRAVITY SUPPORTED BY THE STUDS, THEY SHOULD BE ENGINEERED. 20 GA MIN STUDS AT WALL MOUNTED ARCHITECTURAL CABINETS/MILLWORK/ ATTACHED SHELVING DOOR OPENING NOTES: 1. ALL STUDS ARE SPACED 16" O.C. MAXIMUM. 2. ALL STUDS SHALL BE "C" STUDS WITH 1/4" RETURN FLANGE MINIMUM. 3. INDICATES SHELVING OR CABINETRY 4. INDICATES STONE 5. DOUBLE STUDS AT SIDES OF OPENING SHALL NOT BE CUT FOR DUCTWORK OR ANY OTHER MECHANICAL SYSTEMS. 6. REFER TO A-621/06 FOR MOUNTING TYPE DETAILS. 7. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O. 8. ALL DETAIL REFERENCES ON THIS DRAWING REFER TO DETAILS ON THIS SHEET. FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. 5/8" GWB ON EACH SIDE OF 3 5/8" MTL STUD FRAMING AT PENETRATION IN 1-HR FIRE RATED WALL RATED PARTITION AS SCHEDULED FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. 2 LAYERS OF 5/8" GWB ON EACH SIDE OF 3 5/8" MTL STUD FRAMING AT PENETRATION IN 2-HR FIRE RATED WALL PARTITION AS SCHEDULED FRAMING AT PENETRATION IN NON-RATED WALL FRAMING AT PENETRATION IN NON-RATED CHASE FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. 5/8" GWB ON 3 5/8" MTL STUD PARTITION AS SCHEDULED FRAMING AT PENETRATION IN NON-RATED WALL FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. PARTITION AS SCHEDULED (6" STUD) FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. PARTITION AS SCHEDULED PARTITION AS SCHEDULED SOUND ATTENUATION BLANKET COMPRESSED TO FILL OPENING AT SOUND RATED PARTITION L-BEAD SEALANT BOTH SIDE, REF SPECS FOR TYPE CONTROL JOINT GWB SUSPENDED CEILING SYSTEM PARTITION AS SCHEDULED CONTROL JOINT, BOTH SIDES CONTROL JOINT IN GWB PARTITION 1/2" MAX 1HR FIRE RATED WHI-647-3024 MAX 24'-0” PARTITION AS SCHEDULED CONTROL JOINT, BOTH SIDES CONTROL JOINT IN 1 HR FIRE RATED PARTITION 1/2" MAX MAX 24'-0” 1 1/2" 2 LAYERS OF 5/8" GWB MAX 24'-0” CONTROL JOINT AT PARTITION INTERSECTION OR CHANGE IN CONSTRUCTION 1/2" MAX CONCRETE, MASONRY OR STEEL CHANGE IN CONSTRUCTION ADDITIONAL NOTES: 1. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "LIMIT THE PASSAGE OF SMOKE". 2. CONDITIONS INDICATED TO SHOW DESIGN INTENT, AND NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR UL-APPROVED CONTROL JOINTS DESIGNS THAT ARE APPROPRIATE FOR THE SPECIFIC CONDITION. JOINTS TO BE SIZED TO ACCOMMODATE MOVEMENT CAPABILITIES OF FIRESTOP ASSEMBLY. PARTITION AS SCHEDULED LC-BEAD SEALANT, REF SPECS FOR TYPE CONTROL JOINT IN PARTITION AT NON-EXPOSED EDGE CHANGE IN CONSTRUCTION1/2" MAX CONTROL JOINT IN GYPSUM BOARD CEILING MAX 24'-0” MAX 24'-0” 1/2" MAX EXTERIOR SHEATHING SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE RATED PARTITION AS INDICATED ON PLAN, EXTEND GWB TO INTERIOR FACE OF EXTERIOR SHEATHING INTERSECTION AT RATED PARTITION AND EXTERIOR WALL CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLAN INTERSECTION OF RATED PARTITION AND CONCRETE INTERSECTION AT RATED PARTITION AND CONCRETE LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION INTERSECTION OF CROSS CORRIDOR DOOR IN RATED PARTITION M I N 3 " CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLAN M I N 3 " 2 5/8" SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE *REF FRAMING DETAILS FOR TRACK AND STUD NOTES WALL PRIORITY NOTES: 1. WHERE WALLS OF DIFFERENT FUNCTIONS/ RATINGS INTERSECT: WALLS OF HIGHER PRIORITY SHALL BE CONTINUOUS. 2. LOWER PRIORITY WALLS SHALL "ABUT" AND BE "SEALED TO" HIGHER PRIORITY WALLS, BUT SHALL NOT INTERRUPT CONTINUITY OF THE HIGHER PRIORITY WALL. 2"2" PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2"2" 2"PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2 " SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE INTERSECTION AT VARIOUS WALL PRIORITY CONFIGURATIONS LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION (MAINTAIN CONTINUITY PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2 " PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS2" LOWER PRIORITY PARTITION PROVIDE FIRE SEALANT AT INTERFACE HOLLOW METAL FRAME 1. STUDS BRACED BY GYPSUM WALLBOARD EACH SIDE. MAXIMUM SCREW SPACING SHALL NOT EXCEED 12” O.C. 2. 5LBS / SQ. FT. MAX LATERAL LOAD 3. FY (MIN) = 33KSL 4. DEFLECTION LIMIT 1/120 5. FOR H > 16’-0” AND BRACING > 8’-0” SEPARATE ENGINEERED DRAWINGS WILL BE REQUIRED 6. NOT APPLICABLE TO SHEAR WALLS 7. FOR SLIP TRACK IN ONE HOUR RATED WALL ASSEMBLIES USE UL SYSTEM NO. HW-S-028. HEIGHT METAL STUD SIZE & SPACING UP TO 16'-0" 362S125-33 AT 16" O.C. 362S125-18 AT 16" O.C. BRACE SIZE 400S125-33 362S125-18 UP TO 12'-0" BRACE LENGTH 8'-0" TO 6'-1" 6'-0" OR LESS NOTE: 33 MILS = 20 GA. AND 18 MILLS = 25 GA. 1 1 U N O 6 " CEILING LINE DETAIL GENERAL NOTES BRACING AT 4’-0” O.C. STAGGERED WITH (3) #10 EACH END 20 GA SLOTTED 2” DEEP LEG SLIP TRACK WITH (3) #10 SCREWS AT EACH STUD (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) LOW-VELOCITY POWDER ACTUATED FASTENERS HILITI X-U: 0.157* (1” MIN EMBEDMENT) SPACED AT 32” O.C. (ESR-2269) (MIN. 2000 PSI CONCRETE / OR EQUAL FASTENERS) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) LOW-VELOCITY POWDER ACTUATED FASTENERS HILITI X- U: 0.157* (1” MIN EMBEDMENT) SPACED AT 32” O.C. (ESR-2269) (MIN. 2000 PSI CONCRETE / OR EQUAL FASTENERS) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) CONCRETE SLAB CONTINUOUS 20 GA UN-PUNCHED TRACK (1-5/16” FLANGE) WALL CONSTRUCTION. SEE WALL TYPES. STEEL STUDS (SEE SCHEDULE) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) 20 GA CONTINUOUS TRACK STRUCTURAL MEMBER ABOVE Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:02 PM RE X B U R G C A L L C E N T E R ST A N D A R D P A R T I T I O N A N D F R A M I N G D E T A I L S A612 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1 1/2" = 1'-0"2 2 HR. HORIZ. ENCLOSURE AT DUCTWORK FP - M - 0 2 3" = 1'-0"3 DOOR OPENING HEADER WA - M - 0 1 3" = 1'-0"4 LARGE OPENING JAMB STUDS WA - M - 0 5 3" = 1'-0"1 METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT WA - M - 0 6 1/4" = 1'-0"7 TYPICAL INTERIOR PARTITION FRAMING WA - M - 0 9 1 1/2" = 1'-0"6 NON-RATED PENETRATION AND CABINET DETAILS FP - M - 0 4 3" = 1'-0"8 GWB DETAIL - TYPICAL GYPSUM WALLBOARD CONTROL JOINT DETAILS WA - M - 0 3 3" = 1'-0"9 GWB DETAIL - TYPICAL GYPSUM WALLBOARD PRIORITY DETAI LS WA - M - 0 4 1" = 1'-0"5 TYPICAL NON-BEARING STEEL STUD WALL PARTITION DETAIL WA - M - 1 0 num. description date AL-1 DOOR AND WINDOW FINISH LEGEND PT-1 DOOR FRAME PAINT DARK BRONZE ANODIZED ALUMINUM WD-2 RIFT CUT WHITE OAK, CLEAR FINISH WINDOW & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. GL-1 GLAZING THICKNESS & FINISH TYPE TEMPERED - WHERE EXISTS GLAZING LEGEND T SEE MATERIAL AND FINISH SCHEDULE SHEET FOR GLAZING INFORMATION W5 STOREFRONT CLEAR ANODIZED ALUMINUM 41' - 10" 4 1/2" 5' - 1 1/2" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 1 ' - 6 " 8 ' - 6 " 2 " 1 ' - 3 " 2 " 6 ' - 9 " 2 " GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2GL-2GL-2GL-2GL-2GL-2GL-2GL-2 5 A561 8 A561 9 A561 VARIES 7 A563 VARIES 6 A561 VARIES 6 A563 W6 STOREFRONT CLEAR ANODIZED ALUMINUM GL-2 GL-2 GL-2 GL-2GL-2GL-2 1 ' - 6 " 8 ' - 6 " 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " 18' - 0" 2" 6' - 1 1/2" 2" 5' - 6" 2" 5' - 6" 4 1/2" 6 A561 8 A561 5 A561 9 A561 VARIES VARIES VARIES 7 A563 6 A563 W7 STOREFRONT CLEAR ANODIZED ALUMINUM 8 ' - 6 " 1 ' - 6 " 2 " 8 ' - 2 " 2 " 3' - 10" 2"3' - 6"2" GL-2 4 A561 3 A561 6 A561 8 A561 5 A561 VARIES VARIES VARIES 2 A561 W8 STOREFRONT CLEAR ANODIZED ALUMINUM 22' - 8" 2" 5' - 5 1/2" 2" 5' - 5 1/2" 2" 5' - 5 1/2" 2" 5' - 5 1/2" 2" 8 ' - 6 " 1 ' - 6 " 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " GL-2GL-2GL-2GL-2 GL-2 GL-2 GL-2 GL-2 8 A561 6 A561 5 A561 W9 CURTAIN WALL CLEAR ANODIZED ALUMINUM 13' - 0" 2 1/2" 3' - 7 1/4" 2 1/2" 4' - 11 1/2" 2 1/2" 3' - 7 1/4" 2 1/2" 2 4 ' - 0 " 2 1 /2 " 8 ' - 2 1 /4 " 2 1 /2 " 1 ' - 2 1 /4 " 2 1 /2 " 3 ' - 1 1 3 /4 " 2 1 /2 " 6 ' - 8 1 /2 " 2 1 /2 " 2 ' - 8 1 /4 " 2 1 /2 " GL-2GL-2GL-2 GL-2T GL-2T GL-2T 5 A562 12 A562 2 A561 GL-2T GL-2T GL-2T GL-2T GL-2T GL-2T GL-2TGL-2TGL-2T W10 STOREFRONT CLEAR ANODIZED ALUMINUM 15' - 8" 2" EQ. 2" EQ. 2" EQ. 2" GL-2GL-2GL-2 GL-2T GL-2T GL-2T 9 A561 7 A563 12 A562 1 0 ' - 0 " 2 " 8 ' - 3 " 2 " 1 ' - 3 " 2 " W11 STOREFRONT CLEAR ANODIZED ALUMINUM 7' - 4" 2"3' - 5"2"3' - 5"2" 8 ' - 6 " 1 ' - 6 " 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " GL-2 6 A561 8 A561 5 A561 GL-2 GL-2 GL-2 W12 STOREFRONT CLEAR ANODIZED ALUMINUM 16' - 2" 4 1/2" 5' - 3 1/2" 2" 5' - 0" 2" 5' - 2" 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " 8 ' - 6 " 1 ' - 6 " GL-2TGL-2TGL-2T GL-2T GL-2T GL-2T 9 A561 8 A561 5 A561 VARIES 7 A563 VARIES VARIES 6 A561 6 A563 W13 STOREFRONT CLEAR ANODIZED ALUMINUM 16' - 10 1/2" 2"5' - 4"2"5' - 4"2"5' - 4"4 1/2" 1 ' - 6 " 8 ' - 6 " 2 " 1 ' - 3 " 2 " 6 ' - 9 " 2 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 8 A561 6 A561 5 A561 7 A563 9 A561 VARIES VARIES VARIES 6 A563 W15 STOREFRONT CLEAR ANODIZED ALUMINUM 33' - 11" 2"EQ 2"EQ 2"EQ 2"EQ 2"EQ 2"EQ 2" 8 ' - 6 " 1 ' - 6 " 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " GL-2GL-2GL-2GL-2GL-2GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 9 A561 7 A563 6 A563 W16 STOREFRONT CLEAR ANODIZED ALUMINUM 2 " 6 ' - 9 " 2 " 1 ' - 3 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 7 A563 9 A561 6 A563 15' - 8" 2"5' - 0"2"5' - 0"2"5' - 0"2" 3' - 10" 2 " 3 ' - 8 " 2 " 4 ' - 1 1 " 2 " 2 ' - 9 " 2 " 1 2 ' - 0 " GL-2 GL-2 ? W2 STOREFRONT CLEAR ANODIZED ALUMINUM 4 1/2"3' - 3 1/2"2" 4 A563 3 A563 DOOR AS SCHEDULED 4 A563 DOOR AS SCHEDULED 2 "2 ' - 9 "2 " 4 ' - 1 1 " 2 " 3 ' - 8 " 2 " 1 2 ' - 0 " 4 1/2"1' - 11" 2" 4' - 0" 2" 1' - 8 3/4" 2" 7' - 3" 2" 1' - 9 3/4"4 1/2" 18' - 1 1/2" W3 STOREFRONT CLEAR ANODIZED ALUMINUM GL-2T GL-2T GL-2T GL-2T GL-2T GL-2TGL-2T GL-2T GL-2T GL-2T GL-2T 6 ' - 6 " 2 ' - 6 " 2 " 2 ' - 2 " 2 " 10' - 0" 2"9' - 8"2" W1 STOREFRONT CLEAR ANODIZED ALUMINUM GL-2 15 A562 1 A563 2 A563 2 1 /2 " 5 ' - 0 1 /4 " 2 1 /2 " 4 ' - 5 1 /8 " 2 1 /2 " 1 ' - 8 5 /8 " 2 1 /2 " 1 2 ' - 0 " 15' - 2 7/8" 4' - 2 1/2" 2 1/2" 1' - 7 3/4" 2 1/2" 7' - 3" 2 1/2" 1' - 3 5/8" 2 1/2" GL-2T GL-2 GL-2T GL-2GL-2 GL-2T GL-2T GL-2 2 A561 5 A562 2 ' - 1 0 3 /4 " 2 1 /2 " GL-2 W14 CURTAIN WALL CLEAR ANODIZED ALUMINUM GL-2T GL-2GL-2GL-2GL-2 2 " 3 ' - 8 " 2 " 4 ' - 1 1 " 2 " 2 ' - 9 " 2 " 1 2 ' - 0 " 3' - 5 1/2"4 1/2" 3' - 10" W4 STOREFRONT CLEAR ANODIZED ALUMINUM GL-2T GL-2 GL-2 3 A561 4 A563 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:06 PM RE X B U R G C A L L C E N T E R WI N D O W S C H E D U L E A621 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. num. description date 1 Revision 1 Date 1 AL-1 DOOR AND WINDOW FINISH LEGEND PT-1 DOOR FRAME PAINT DARK BRONZE ANODIZED ALUMINUM WD-2 RIFT CUT WHITE OAK, CLEAR FINISH GL-1 GLAZING THICKNESS & FINISH TYPE TEMPERED - WHERE EXISTS GLAZING LEGEND T SEE MATERIAL AND FINISH SCHEDULE SHEET FOR GLAZING INFORMATION WINDOW & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. "J" SHAPED BRAKE METAL FLASHING IN A BEAD OF SEALANT W/ SCREWS AT HORIZONTAL MULLION ABOVE THE DOORS. FLASHING FINISH TO MATCH ALUMINUM STOREFRONT SYSTEM. PROVIDE SEALANT AT SCREW AND TOP EDGE OF FLASHING AS REQUIRED GLAZING AS SCHEDULED ALUMINUM CURTAIN DOOR WINDOW OPENING FLASHING SELF ADHERING SILL FLASHING. INSTALL FIRST SELF ADHERING CORNER FLASHING (2) INSTALL SECOND SELF ADHERING JAMB FLASHING (2) INSTALL THIRD SELF ADHERING HEAD FLASHING INSTALL FOURTH SELF ADHERING CORNER FLASHING INSTALL FIFTH (2) NOTE: SEE ADDITIONAL WINDOW FLASHING ON WALL SECTION ON A303 AND DOOR AND WINDOW DETAILS ON AA400 1 2 3 4 5 3 2 1 54 WINDOW OPENING SCHEDULED DOOR 11 A562 11 A562 10 A561 GL-4T GL-4T WA STOREFRONT BRONZE ALUMINUM FINISH 2"3' - 0"2"EQ EQ 2" 9' - 8 1/2" 8 ' - 2 " 2 " 7 ' - 1 0 " 2 " 2 A562 1 A631 WB STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR 9' - 7" 2" 3' - 0" 2" EQ EQ 2" 8 ' - 2 " 2 " 7 ' - 1 0 " 2 " GL-4TGL-4T 10 A561 2 A562 11 A562 11 A562 1 A631 WC STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR 10' - 7 1/2" 2" 3' - 0" 2" EQ EQ 2"11 A562 10 A561 2 A562 11 A562 GL-4TGL-4T 2 " 7 ' - 1 0 " 2 " 8 ' - 2 " 1 A631 SCHEDULED DOOR WD STOREFRONT BRONZE ALUMINUM FINISH 4' - 9 1/4" 2" 1' - 3 1/4" 2" 3' - 0" 2" 8 ' - 2 " 2 " 7 ' - 1 0 " 2 " GL-4T 11 A562 2 A562 10 A561 11 A562 1 A631 SCHEDULED DOOR WE STOREFRONT BRONZE ALUMINUM FINISH 9' - 10 3/4" 2" 3' - 0" 2" EQ EQ 2" GL-4T GL-4T 11 A562 10 A561 2 A562 11 A562 8 ' - 2 " 2 " 7 ' - 1 0 " 2 " 1 A631 29' - 6" WF STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR SCHEDULED DOOR GL-4T GL-4T GL-4T GL-4T GL-4T GL-4T GL-4T 2" 2' - 1 1/2" 2" 3' - 0" 2" EQ EQ EQ EQ EQ EQ 2" 3' - 0" 2" 8 ' - 2 " 2 " 7 ' - 1 0 " 2 " 11 A562 1 A631 2 A562 10 A561 11 A562 1 A631 WG STOREFRONT BRONZE ALUMINUM FINISH 12' - 2" SCHEDULED DOOR 2" 3' - 0" 2" EQ EQ EQ 2" GL-4TGL-4TGL-4T 8 ' - 2 " 2 " 7 ' - 1 0 " 2 " 11 A562 2 A562 11 A562 10 A561 1 A631 BASEMENT 86' -0" WH STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR 2 " 7 ' - 1 0 " 2 " 8 ' - 2 " 2"3' - 0" 2" 2' - 7 1/8"2" 6' - 1 1/8" GL-4T 11 A562 2 A562 11 A562 10 A561 1 A631 SCHEDULED DOOR GL-4T WJ STOREFRONT BRONZE ALUMINUM FINISH 2 " 7 ' - 1 0 " 2 " 8 ' - 2 " 2"3' - 0" 2" 2' - 6 5/8"2" 6' - 0 5/8" 11 A562 2 A562 11 A562 10 A561 1 A631 2 " 7 ' - 1 0 " 2 " 8 ' - 2 " 2"EQ.EQ.2" 6' - 8" GL-4TGL-4T WK STOREFRONT BRONZE ALUMINUM FINISH 11 A562 2 A562 11 A562 2 A562 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:08 PM RE X B U R G C A L L C E N T E R WI N D O W S C H E D U L E A622 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALU MINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM . 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. 3" = 1'-0"2 EXTERIOR CURTAIN WALL DOOR HEAD DETAIL 1 1/2" = 1'-0"1 WINDOW FLASHING SCHEMATIC OP - O - O T 1 5 num. description date 1 Revision 1 Date 1 AL-1 DOOR AND WINDOW FINISH LEGEND PT-1 DOOR FRAME PAINT DARK BRONZE ANODIZED ALUMINUM WD-2 RIFT CUT WHITE OAK, CLEAR FINISH FRAME SUB-TYPES M MASONRY HEAD (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) MT MASONRY HEAD AND TERMINATED STOPS (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) R RADIATION RESISTANT (SEE SPECIFICATIONS) T TERMINATED STOP (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) DOOR PANEL TYPES NOTES 1. SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT 2. INSET FRAME DEPTH/THROAT IS 6" UNLESS OTHERWISE NOTED 3. INSET FRAMES HEAD WIDTH IS 2" UNLESS DENOTED AS MASONRY HEAD 4. WRAPPED FRAME'S HEAD WIDTH IS 2" FRAME TYPE NOMENCLATURE X x DENOTES FRAME SUB-TYPE DENOTES FRAME TYPE (SEE ADJACENT FRAME TYPE ELEVATIONS) F FLUSH AM 5"5" 5 " 1 ' - 0 " FULL GLASS MEDIUM ALUMINUM DOOR TYPE ELEVATIONS W FULL GLASS WOOD DOOR 5"5" 5 " 1 ' - 0 " FRAME TYPE ELEVATIONS TYPICAL HM FRAME H E I G H T 2"WIDTH 2" ALUM 1 2 MASONRY HEAD xM T Y P . 4 " H E I G H T 2"WIDTH 2" 1" MAXIMUM BEVELED EDGE SLOPE 1:2 CARPET CARPET THRESHOLD FRAME DOOR CARPET DOOR CARPET TRANSITION MOLDING CARPET SEALED CONCRETE DOOR SWEEP CARPETSEALED CONCRETE (FUTURE FINISH BY TENANT) DOOR FRAME CARPET EDGE BINDING SCHLUTER TILE EDGE STRIP DOOR CER-TILE AND SETTINGBED CERAMIC TILE (THIN-SET) MARBLE THRESHOLD CARPET TO CERAMIC TILE CARPET TO TILE CONCRETE TO CARPET CONCRETE TO CARPET AT DOOR THRESHOLD CARPET TO CARPET 1 /2 " METAL STUD FRAMING W/ BATT INSULATION IN WALL CAVITY WHERE REQ. SEE WALL TYPES. HOLLOW METAL DOOR FRAME AS SCHEDULED 5/8" GYPSUM BOARD AT BOTH SIDES - PAINTED DOOR AS SCHEDULED CONT. SEALANT AT BOTH SIDES 2 " HEADER WALL TYPE PER SCHEDULE DOOR AND FRAME AS SCHEDULED CONT. SEALANT AT BOTH SIDES ANCHORS, 3 PER JAMB2" DOOR AS SCHEDULED SHIM AS REQUIRED BOND BEAM HOLLOW METAL DOOR FRAME AS SCHEDULED CONT. BACKER ROD AND SEALANT AT BOTH SIDES AS REQ. 8" C.M.U. BLOCK WALL DOOR AS SCHEDULED 4 " EQ.EQ. 3/4" CHAMFER AT ALL EXPOSED CORNERS, TYP. PRE-FINISHED METAL FLASHING WITH DRIP EDGE SHIM AS REQUIRED HOLLOW METAL DOOR FRAME AS SCHEDULED CONT. BACKER ROD AND SEALANT AT BOTH SIDES AS REQ. 8" C.M.U. BLOCK WALL DOOR AS SCHEDULED MASONRY ANCHORS, 3 PER JAMB 2" E Q . E Q . 3/4" CHAMFER AT ALL EXPOSED CORNERS, TYP. R REVOLVING DOOR 7 ' - 0 " 1 ' - 0 " 1 A562 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:10 PM RE X B U R G C A L L C E N T E R DO O R A N D F R A M E T Y P E S C H E D U L E A631 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N DOOR AND FRAME SCHEDULE IDENTIFICATION PANEL FRAME FIRE RATING HARDWARE COMMENTS DOOR #DOOR # ROOM NAME DIMENSIONS NO. OF PANELS TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH FRAME DETAIL HARDWAR E SET ELECTRICALW W1 W2 H T HEAD JAMB SILL 016B 20' - 0" 10' - 0"PER MANUF 016B BASEMENT 003A PREP. 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 003A 003B PREP. 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 003B 004 BREAK ROOM 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 004 005 ELECTRICAL 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 005 006 JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 006 008 PHONE 3' - 0" 8' - 0" 0' - 2" 1 W WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 008 009 PHONE 3' - 0" 8' - 0" 0' - 2" 1 W WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 009 010 MOTHER'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 010 011 MEN'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 011 012 WOMEN'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 012 013B STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 013B 015A TRAINING 3' - 6" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 015A 015B TRAINING 3' - 6" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 015B 016A TRAINING 3' - 6" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 016A 017 PHONE 3' - 0" 8' - 0" 0' - 2" 1 W WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 017 M01 PUMP ROOM 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC M01 S1A STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S1A S2A STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S2A LEVEL 1 101 ENTRY 7' - 3" 8' - 0 1/16" 0' - 1 9/16" 3 R ALUM PER MFR GL-2T 3 PANEL REVOLVING DOOR PER MANF.PREFINISHE D - - - - REV-01 7' DOOR, 1' CANOPY 101 102 BIKES 4' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-2T WD-2/GL-2T GL-2T AL-1 CA SEE SPEC 102 103 OPEN AGENT OFFICE 4' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 103 104 1 ON 1 ROOM 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 104 105 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 105 106 OPEN AGENT OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 106 107 ELECTRICAL 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 107 109A JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 109A 109B JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 109B 110 FIRE RISER 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 SEE SPEC 110 112 MEN'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 112 113 WOMEN'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 113 115 CONFERENCE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 115 116 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 116 117 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 117 118 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 118 119 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 119 120 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 120 121 ENTRY 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 121 122 COLLAB. AREA 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 122 S1B STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S1B S2B STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S2B S2C STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S2C LEVEL 2 201 CONFERENCE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 201 203 1 ON 1 ROOM 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 203 204 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 204 205 CONFERENCE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F SEE SPEC 205 206 ELECTRICAL / IT 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 206 208A JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 208A 208B JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 208B 212 MEN'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 212 213 WOMEN'S 3' - 0" 8' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 SEE SPEC 213 214A CONFERENCE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 214A 214B REFRESH 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 214B 216 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 216 217 OFFICE 3' - 0" 8' - 0" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 SEE SPEC 217 S1C STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S1C S2D STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR SEE SPEC S2D GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. 3" = 1'-0"1 THRESHOLD DETAILS IN - O - 3 1 3" = 1'-0"2 INTR. HOLLOW METAL HEAD AT GYP. BD. OP - M - H D 0 4 3" = 1'-0"3 INTR. HOLLOW METAL JAMB AT GYP. BD. OP - M - H D 0 3 3" = 1'-0"4 INTR. HOLLOW METAL HEAD @ C.M.U. OP - B - H D 0 1 3" = 1'-0"5 INTR. HOLLOW METAL JAMB @ C.M.U. OP - B - H D 0 2 num. description date 1 Revision 1 Date 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:13 PM RE X B U R G C A L L C E N T E R MA T E R I A L A N D F I N I S H S C H E D U L E S A641 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N MATERIAL SCHEDULE MARK DESCRIPTION MANUFACTURER PATTERN COLOR SIZE FINISH COMMENTS ACT-1 2' X 2' ACOUSTIC LAY IN CEILING ARMSTRONG CEILINGS DUNE 1852 WHITE 24" x 24" --- 9/16" BEVELED TEGULAR GRID: SUPRAFINE, WHITE. PROVIDE ALL PARTS AND PIECES AS RECOMMENDED BY MANUFACTURER FOR A COMPLETE CEILING SYSTEM. AL-1 ALUMINUM SEE SPECS TBD SEE DETAILS BP-1 BALTIC BIRCH PLYWOOD --- ---CLEAR POLYURETHANE --- MATTE C-1 CARPET TILE MOHAWK GROUP COORDINATE WITH OWNER RELAXING FLOORS COLLECTION 12" X 36" --- PRODUCT PROVIDED BY OWNER, INSTALL BY CONTRACTOR C-2 CARPET TILE MOHAWK GROUP COLOR BALANCE 373 ATOMIC 12" X 36" --- PRODUCT PROVIDED BY OWNER, INSTALL BY CONTRACTOR C-3 CARPET TILE MOHAWK GROUP COLOR BALANCE 252 SOLAR 12" X 36" --- PRODUCT PROVIDED BY OWNER, INSTALL BY CONTRACTOR CMU-1 CONCRETE MASONRY UNITS RUNNING BOND PER MANUFACTURERS STANDARD COLORS 8X8X16 HONED E-1 EIFS TBD TBD MATCH PAINT SW7512 PAVILLION BEIGE 2" SAND BLAST EC-1 EXPOSED CONCRETE FOUNDATION WALL PLASTER, SEE SPECS APPLY TO ALL EXPOSED CONCRETE FOUNDATION WALLS F-1 FELT FILZFELT ---170 ASCHE 3 MM THICK --- F-2 FELT FILZFELT ---201 ROT 3 MM THICK --- F-3 FELT FILZFELT ---105 ROST 3 MM THICK --- F-4 FELT FILZFELT ---131 HONIG 3 MM THICK --- FL-1 FELT ACOUSTIC LINEAR PANEL CEILING HUNTER DOUGLAS HEARTFELT TBD 40 MM X 80 MM --- SEE REFLECTED CEILING PLAN. FRP-1 FIBERGLASS REINFORCED PANEL CRANE COMPOSITES KEMLITE GLASBORD WHITE 4' X 8' X .09" THICK SURFASEAL PROVIDE ALL MATCHING TRIM PIECES INCLUDING INTERMEDIATE PANEL, INTERIOR AND EXTERIOR CORNERS AND TOP CAP AS RECOMMENDED BY MANUFACTURER. GB-1 GYPSUM BOARD CEILING --- ---PAINTED (P-2)--- EGGSHELL TAPED, SANDED AND PAINTED GB-2 GYPSUM BOARD WALL SEE SPEC ---SEE ROOM FINISH SCHEDULE --- PAINTED TAPED, SANDED AND PAINTED GB-3 GYPSUM BOARD CEILING --- ---PAINTED (P-9)--- GLOSS TAPED, SANDED AND PAINTED GB-4 GYPSUM BOARD CEILING --- ---PAINTED (P-8)--- GLOSS TAPED, SANDED AND PAINTED GL-2 1" INSULATED - LOW E - TINTED GLASS GREY 1" LOW E TINTED GLASS GL-2T 1" INSULATED - LOW E - TEMPERED TINTED GLASS GREY 1" LOW E TINTED GLASS GL-4T 1/2" TEMPERED CLEAR GLASS CLEAR 1/2" M-1 BRICK VENEER INTERSTATE BRICK STACKED BOND CEDAR 3 5/8" X 3 5/8" X 16" PER MANUFACTURER MASONRY MC-1 PRE-FINISHED METAL PARAPET CAP SEE SPEC MATCH RAIN SCREEN SEE DETAILS PRE-FINISHED MP-1 METAL PANEL SYSTEM ALPOLIC MICA ANODIC CLEAR 12" TALL ACM - PRE FINISHED HIDDEN FASTENER MP-2 METAL PANEL SYSTEM ALPOLIC MICA MFS GREY TBD ACM - PRE FINISHED HIDDEN FASTENER OTS OPEN TO STRUCTURE --- ---PAINT (P-2)--- DRYFALL SEE REFLECTED CEILING PLAN. P-1 PAINT SHERWIN WILLIAMS ---IRON ORE SW 7069 --- SEMI-GLOSS P-2 GENERAL PAINT SHERWIN WILLIAMS ---PURE WHITE SW 7005 --- EGGSHELL P-3 ACCENT PAINT SHERWIN WILLIAMS ---NUGGET SW 6697 --- EGGSHELL P-4 ACCENT PAINT SHERWIN WILLIAMS ---FIREWEED SW 6328 --- EGGSHELL P-5 ACCENT PAINT SHERWIN WILLIAMS ---RED CENT SW 6341 --- EGGSHELL P-6 ACCENT PAINT SHERWIN WILLIAMS ---PURE WHITE SW 7005 --- GLOSS P-7 ACCENT PAINT SHERWIN WILLIAMS ---NUGGET SW 6697 --- GLOSS P-8 ACCENT PAINT SHERWIN WILLIAMS ---FIREWEED SW 6328 --- GLOSS P-9 ACCENT PAINT SHERWIN WILLIAMS ---RED CENT SW 6341 --- GLOSS PL-1 LAMINATE WILSON ART HPL 15505 BLACK VELVET --- TRACELESS PL-2 LAMINATE WILSON ART HPL 15501 SNOW WHITE VELVET --- TRACELESS Q-1 QUARTZ COUNTERTOP CORIAN ---BLANCO DOLOMITE 3 CM POLISHED EDGE: EASED RB-1 RUBBER BASE JOHNSONITE STANDARD COVE 63 BURNT UMBER B 6" H --- RB-2 RUBBER BASE JOHNSONITE MANDALAY 63 BURNT UMBER B 2.5" H --- MITER INTERIOR AND EXTERIOR CORNERS SC-1 SEALED CONCRETE --- ---NATURAL --- NO ADDITIONAL FINISH T-1 FLOOR TILE DALTILE VOLUME 1.0 AMPLIFY BLACK VL70 12" X 24" MATTE GROUT: 1/8" JOINT: MAPEI 47 CHARCOAL T-2 FLOOR TILE WOW DESIGN WOW 60 TRAPEZIUM WOOD LIGHT 4" X 9" --- GROUT: 2 MM: MAPEI 02 PEWTER T-3 FLOOR TILE WOW DESIGN WOW 60 TRAPEZIUM WOOD MID 4" X 9" --- GROUT: 2 MM: MAPEI 02 PEWTER T-4 FLOOR TILE WOW DESIGN TRAPEZIUM FLOOR ICE WHITE MATT 4" X 9" --- GROUT: 2 MM: MAPEI 02 PEWTER TB-1 COVE TILE BASE DALTILE VOLUME 1.0 AMPLIFY BLACK VL70 6" X 12" MATTE GROUT: MAPEI 47 CHARCOAL TR-1 TILE RAINSCREEN CERACLAD RUSTIC WOOD COFFEE 9" TALL PER MANUFACTURER UP-1 UPHOLSTERY MAHARAM WOOL CHECK PEONY --- --- INSTALLATION: RAILROADED UP-2 UPHOLSTERY MAHARAM MIMIC 466136 009 PANTHER --- --- WD-1 WOOD --- ---RIFT CUT WHITE OAK --- CLEAR MATTE WD-2 WOOD CENTENNIAL WOODS ---YELLOWSTONE --- NO FINISH MIX WD-2, WD-3 60%/40%, SEE ELEVATIONS, FINAL INSTALLATION TO BE APPROVED BY ARCHITECT. WD-3 WOOD CENTENNIAL WOODS ---CHEYENNE --- NO FINISH MIX WD-2, WD-3 60%/40%, SEE ELEVATIONS, FINAL INSTALLATION TO BE APPROVED BY ARCHITECT. WOC-1 WALK-OFF CARPET MOHAWK GROUP FIRST STEP II COBALT 955 24" x 24" --- PRODUCT PROVIDED BY OWNER, INSTALL BY CONTRACTOR WP-1 SUSPENDED WOOD GRILLE CEILING RULON INTERNATIONAL ---WHITE OAK --- SATIN CLEAR SEE REFLECTED CEILING PLAN FOR INSTALLATION LAYOUT. WT-1 WALL TILE DALTILE MODERN DIMENSIONS 0790 MATTE ARCTIC WHITE 4" X 16" MATTE GROUT: 1/8" JOINT: MAPEI 38 AVALANCHE. INSTALL: STACK WT-2 WALL TILE WALKER ZANGER KAZA EDGY FLAT AND RELIEF NIGHT STRAIGHT 5 7/16" X 4 11/16" MATTE INCLUDES TILE OF 2 THICKNESSES. INSTALL RANDOMLY WT-4 WALL TILE WOW DESIGN ELLE GREIGE STONE 8" X 8" --- GROUT: 1 MM: MAPEI 38 AVALANCHE WT-5 WALL TILE WOW DESIGN ELLE WHITE MATT 8" X 8" --- GROUT: 1 MM: MAPEI 38 AVALANCHE WT-6 WALL TILE WOW DESIGN ELLE BLACK MATT 8" X 8" --- GROUT: 1 MM: MAPEI 38 AVALANCHE WT-7 WALL TILE WOW DESIGN ELLE STEEL 8" X 8" --- GROUT: 1 MM: MAPEI 38 AVALANCHE WT-9 WALL TILE WOW DESIGN WOW 60 TRAPEZIUM WOOD LIGHT 4" X 9" --- FINAL INSTALLATION TO BE APPROVED BY ARCHITECT. SEE FINISH FLOOR PLAN, ELEVATIONS, PICTURED RENDERINGS. GROUT: 2 MM: MAPEI 02 PEWTER. WT-10 WALL TILE WOW DESIGN WOW 60 TRAPEZIUM WOOD MID 4" X 9" --- FINAL INSTALLATION TO BE APPROVED BY ARCHITECT. SEE FINISH FLOOR PLAN, ELEVATIONS, PICTURED RENDERINGS. GROUT: 2 MM: MAPEI 02 PEWTER. WT-11 WALL TILE WOW DESIGN TRAPEZIUM FLOOR ICE WHITE MATT 4" X 9" --- FINAL INSTALLATION TO BE APPROVED BY ARCHITECT. SEE FINISH FLOOR PLAN, ELEVATIONS, PICTURED RENDERINGS. GROUT: 2 MM: MAPEI 02 PEWTER. WT-12 WALL TILE WOW DESIGN TRIANGLE FLOOR ICE WHITE MATT 8" X 9" --- 1/4" GROUT JOINT. GROUT: GROUT 360: RAGIN' WINE/WINE RED (50/50 MIX) WT-13 WALL TILE INDOTEAK DESIGN AMY TILE NATURAL 8" X 8" --- GROUT: SANDED MAPEI CHARCOAL 47. FOLLOW MANUFACTURERS RECOMMENDATION FOR INSTALLATION. ROOM FINISH SCHEDULE # NAME FLOOR FINISH BASE FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING FINISH COMMENTS BASEMENT 002 GAME ROOM C-1 RB-2 P-2 P-2 P-2 P-3 ACT-1 003 PREP. T-1 TB-1 P-2 P-2 P-2 WT-1/P-2 ACT-1 SEE INTERIOR ELEVATIONS. 004 BREAK ROOM T-1 TB-1 P-2 WT-4/WT- 5/WT-6/W T-7 - EQUAL MIX P-2 P-2 ACT-1/GB-1 SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLAN. 005 ELECTRICAL SC-1 RB-1 P-2 P-2 P-2 P-2 OTS 006 JANITOR SC-1 RB-1 P-2/FRP- 1 P-2/FRP-1 P-2/FRP-1 P-2/FRP- 1 OTS SEE INTERIOR ELEVATIONS. 007 EMPLOYEE LOUNGE C-1 RB-2 P-2 P-2 P-2 P-2 ACT-1 008 PHONE C-1/C-2 RB-2 P-2 P-2 P-2 F-1/F-2/F -3 GB-1/GB-4 SEE INTERIOR ELEVATIONS, FINISH FLOORPLAN, REFLECTED CEILING PLAN 009 PHONE C-1/C-3 RB-2 P-2 P-2 P-2 F-1/F-3/F -4 GB-1/GB-3 SEE INTERIOR ELEVATIONS, FINISH FLOORPLAN, REFLECTED CEILING PLAN 010 MOTHER'S C-1 RB-2 P-2 P-2 P-2 P-2 GB-1 SEE INTERIOR ELEVATIONS. 011 MEN'S T-2/T-3/T-4 --- WT-1/PT- 2 WT-1/PT-2 WT-9/WT- 10/WT-11 WT-1/P-2 GB-1 SEE INTERIOR ELEVATIONS, FINISH FLOORPLAN 012 WOMEN'S T-2/T-3/T-4 --- WT-1/PT- 2 WT-1/PT-2 WT-9/WT- 10/WT-11 WT-1/P-2 GB-1 SEE INTERIOR ELEVATIONS, FINISH FLOORPLAN 013 STORAGE SC-1 RB-1 P-2 P-2 P-2 P-2 OTS 014 HALL C-1 RB-2 P-2 P-2 P-2 P-4 ACT-1 015 TRAINING C-1 RB-2 P-2 P-2 P-2 ---ACT-1/GB-1 SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLAN. 016 TRAINING C-1 RB-2 P-2 P-2 P-2 ---ACT-1/GB-1 SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLAN. 017 PHONE C-1/C-2 RB-2 P-2 P-2 P-2 F-1/F-2/F -3 GB-1/GB-4 SEE INTERIOR ELEVATIONS, FINISH FLOORPLAN, REFLECTED CEILING PLAN 018 RR VESTIBULE T-2, T-3 TB-1 --- P-2 WT-2/WT- 3/P-2 P-2 GB-1 SEE INTERIOR ELEVATIONS, FINISH FLOOR PLAN. E1 ELEV. C-1 --- --- --- --- --- --- M01 PUMP ROOM SC-1 RB-1 P-2 P-2 P-2 P-2 OTS LEVEL 1 101 ENTRY T-1, WOC-1 TB-1 P-2 P-2 P-2 P-4 OTS SEE FINISH FLOOR PLAN. 102 BIKES WOC-1 TB-1 P-2 P-2 P-2 --- OTS 103 OPEN AGENT OFFICE C-1 RB-2 P-2 P-2 --- P-3 FL-1/GB-1 SEE FINISH FLOOR PLAN, REFLECTED CEILING PLAN. 104 1 ON 1 ROOM C-1 RB-2 P-2 P-2 P-5 P-2 ACT-1 105 OFFICE C-1 RB-2 P-5 P-2 P-2 P-2 ACT-1 106 CONFERENCE C-1 RB-2 P-2 P-2 --- P-2 ACT-1/GB-1 SEE REFLECTED CEILING PLAN. 107 ELECTRICAL SC-1 RB-1 P-2 P-2 P-2 P-2 OTS 108 COPY C-1 RB-2 P-2 P-4 P-2 --- GB-1 SEE INTERIOR ELEVATIONS. 109 JANITOR SC-1 RB-1 P-2/FRP- 1 P-2/FRP-1 P-2/FRP-1 P-2/FRP- 1 GB-1 SEE INTERIOR ELEVATIONS. 110 FIRE RISER SC-1 RB-1 P-2 P-2 P-2 P-2 O.S.T. 111 AST. MGR. C-1 RB-2 --- P-2 --- P-3 ACT-1/OTS SEE REFLECTED CEILING PLAN. 112 MEN'S T-2/T-3/T-4 --- WT-9/ WT-10/ WT-11 WT-1/PT-2 WT-1/PT-2 WT-1/P-2 GB-1 SEE INTERIOR ELEVATIONS, FINISH FLOOR PLAN. 113 WOMEN'S T-2/T-3/T-4 --- WT-9/ WT-10/ WT-11 WT-1/PT-2 WT-1/PT-2 WT-1/P-2 GB-1 SEE INTERIOR ELEVATIONS, FINISH FLOOR PLAN. 114 OPEN AGENT OFFICE C-1 RB-2 P-3 P-2 P-2 P-2 FL-1/GB-1 SEE REFLECTED CEILING PLAN. 115 CONFERENCE C-1 RB-2 --- P-2 P-2 P-2 ACT-1/GB-1 SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLAN. 116 OFFICE C-1 RB-2 P-5 P-2 P-2 P-2 ACT-1 117 OFFICE C-1 RB-2 P-2 P-2 P-5 P-2 ACT-1 118 OFFICE C-1 RB-2 P-2 P-2 P-5 P-2 ACT-1 119 OFFICE C-1 RB-2 P-2 P-5 P-2 P-2 ACT-1 120 OFFICE C-1 RB-2 P-2 P-2 P-2 P-5 ACT-1 121 HALL T-1 TB-1 P-2 P-2/P-4 P-2 P-2 WP-1 SEE FINISH FLOOR PLAN. 122 COLLAB. AREA C-1 RB-2 P-2 WT-13 P-3/P-2 P-2 ACT-1 SEE INTERIOR ELEVATIONS. 123 RR VESTIBULE T-2, T-3 TB-1 WT-2/ WT-3/ P-2 P-2 --- P-2 GB-1 SEE INTERIOR ELEVATIONS. M1 MECH CHASE --- --- --- --- --- --- --- S1 STAIR SC-1 RB-1 --- P-2 P-2 P-2 OTS PAINT (P-1) ALL METAL STRUCTURE INCLUDING STRINGERS, RISERS AND HANDRAILS. S2 STAIR SC-1 RB-1 P-2 P-2 --- P-2 OTS PAINT (P-1) ALL METAL STRUCTURE INCLUDING STRINGERS, RISERS AND HANDRAILS. LEVEL 2 200 CONFERENCE C-1 RB-2 P-2 P-2 P-2 P-2 ACT-1/GB-1 SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLAN. 201 LOBBY T-1 TB-1 P-2 P-2 P-4 P-2 OTS SEE INTERIOR ELEVATIONS. 202 OPEN AGENT OFFICE C-1 RB-2 P-2 P-2 --- P-2 FL-1/GB-1 SEE REFLECTED CEILING PLAN. 203 1 ON 1 ROOM C-1 RB-2 P-2 P-2 P-5 P-2 ACT-1 204 OFFICE C-1 RB-2 P-5 P-2 P-2 P-2 ACT-1 205 CONFERENCE C-1 RB-2 P-2 P-2 --- P-2 ACT-1/GB-1 206 ELECTRICAL / IT SC-1 RB-1 P-2 P-2 P-2 P-2 OTS 207 COPY C-1 RB-2 P-2 P-3 P-2 P-2 GB-1 SEE INTERIOR ELEVATIONS. 208 JANITOR SC-1 RB-1 P-2/FRP- 1 P-2/FRP-1 P-2/FRP-1 P-2/FRP- 1 GB-1 SEE INTERIOR ELEVATIONS. 209 STORAGE SC-1 RB-1 P-2 P-2 P-2 P-2 GB-1 210 AST MGR. C-1 RB-2 --- P-2 --- P-4 ACT-1/GB-1 SEE INTERIOR ELEVATIONS, FINISH FLOORPLAN, REFLECTED CEILING PLAN 211 OPEN AGENT OFFICE C-1 RB-2 P-4 P-2 P-2 P-2 FL-1/GB-1 SEE REFLECTED CEILING PLAN. 212 MEN'S T-2, T-3, T-4 --- WT-9/ WT-10/ WT-11 WT-1/PT-2 WT-1/PT-2 WT-1/P-2 GB-1 SEE INTERIOR ELEVATIONS, SEE FINISH FLOOR PLAN. 213 WOMEN'S T-2, T-3, T-4 --- WT-9/ WT-10/ WT-11 WT-1/PT-2 WT-1/PT-2 WT-1/P-2 GB-1 SEE INTERIOR ELEVATIONS, SEE FINISH FLOOR PLAN. 214 CONFERENCE C-1 RB-2 P-2 P-2 P-2 P-2 ACT-1/GB-1 SEE INTERIOR ELEVATIONS. 215 REFRESH T-1 TB-1 P-2 P-4 P-2 WT-12 FL-1 SEE INTERIOR ELEVATIONS. 216 OFFICE C-1 RB-2 P-2 P-5 P-2 P-2 ACT-1 217 OFFICE C-1 RB-2 P-2 P-2 P-2 P-5 ACT-1 218 HALL T-1 TB-1 P-2 P-2 P-4 P-4 OTS 219 RR VESTIBULE T-2, T-3 RB-2 WT-2/WT -3/P-2 P-2 --- P-2 GB-1 SEE INTERIOR ELEVATIONS. M2 MECH CHASE --- --- --- --- --- --- --- num. description date 1 Revision 1 Date 1 6" 2" 6" TEXT ONLY SIGN 64 2½ MIN 2½ MIN 64 72 M I N 18 3 0 2 M I N 51 2 M I N 51 16 - 5 1 NO RAISED DOT 3/8 MIN 3/8 MIN 9.5 9.5 48 M I N 60 M A X 12 2 0 15 2 5 18 MIN 455 18 MIN 455 45° 6 M I N 15 0 FIGURE 407.2.2.2 VISIBLE HALL SIGNALS ELEVATOR BUTTONS FIGURE 407.2.3.1 FLOOR DESIGNATIONS ON JAMBS AT ELEVATOR HOISTWAY ENTRANCES FIGURE 407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES FIGURE 703.4.4 POSITION OF BRAILLE FIGURE 703.4.5 HEIGHT OF TACTILE CHARACTERS ABOVE FLOOR OR GROUND FIGURE 703.3.5 HEIGHT OF RAISED CHARACTERS 5/ 8 " - 2 CENTERED ON TACTILE CHARACTERS NOT IN PICTOGRAM FIELD DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS (0.241 - 0.300) DISTANCE BETWEEN DOTS IN THE SAME CELL (0.9-0.1) SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT BASE DIAMETER DISTANCE BETWEEN DOTS IN THE SAME CELL (0.9-0.1) DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW (0.395 - 0.400) FIGURE 703.4.3 BRAILLE MEASUREMENT FIGURE 703.5 PICTOGRAM FIELD FIGURE 703.3.11 LOCATION OF TACTILE SIGNS AT DOOR NOTE: ROOM NUMBERS SHOWN ARE FOR REPRESENTATION & LOCATING PURPOSES ONLY. COORDINATE ROOM NUMBERING WITH OWNER. 6" GRAPHICS w/ TEXT SIGN COAT HOOK (DOOR- MTD) COAT HOOKS (WALL- MTD) FEC OR FHV CABINET MEDICAL GAS ALARM PANEL REQ. SIGNAGE AT UNISEX TOILET ENTRY DOOR REQ. SIGNAGE AT WOMEN'S TOILET ENTRY DOOR REQ. SIGNAGE AT MEN'S TOILET ENTRY DOOR PAPER TOWEL DISPENSER & RECEPTACLE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTACLE SOAP DISPENSER SEAT COVER DISPENSER SANITARY NAPKIN VENDORS PAPER TOWEL DISPENSER & RECEPTACLE COMBINATION SEAT COVER DISPENSER/ TOILET TISSUE DISPENSER/ SANITARY NAPKIN RECEPTACLE TOILET TISSUE DISPENSER SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN RECEPTACLE ADA MIRROR FEC OR FHV CABINET IN LAB CORRIDOR EQEQ 6' - 0 " 6" 4' - 6 " 5' - 9 " 3' - 6 " 1'-0" 1' - 0 " 4' - 0 " 1'-0"EQEQ 5' - 0 " 1'-0"EQEQ 5' - 0 " EQ 1'-0"EQ 5' - 0 " 4' - 6 3 / 4 " 2' - 6 " 4' - 1 1 " 4' - 2 1 / 2 " 4' - 5 " 3' - 6 " 4' - 1 " 3' - 7 1 / 2 " 5' - 0 " 3' - 8 3 / 4 " 2' - 3 " 2' - 9 " 1' - 9 " 4' - 0 " (A D A ) 3 ' - 0 " M I N F O R C O N T R O L S 3 ' - 4 " M A X O P E R A B L E T O I L E T A C C E S S O R I E S 3 ' - 1 0 " M A X R E A C H O V E R C O U N T E R 1 ' - 3 " M I N L O W R E A C H 3 ' - 0 " M I N F O R C O N T R O L S 4 ' - 0 " M A X H I G H R E A C H MOP SINK SHELF 6 ' - 0 " CARD READER, LOCAL ALARM, OR ARMING STATION WALL-MTD TELEPHONE AND OUTLET SPECIAL PURPOSE OUTLETS THERMOSTAT OR FIRE ALARMTELEPHONE OR DATA OUTLET INTERCOM STATION DESK INTERCOM OUTLET DUPLEX OUTLETDUPLEX OUTLET LIGHT SWITCH MANUAL FIRE ALARM PULL STATION CLOCK OR CLOCK OUTLET 1' - 6 " 3' - 9 " 4' - 0 " 7' - 0 " WALL- MOUNTED EXIT SIGN AT EXIT DOOR LOW LEVEL EXIT SIGN (WHERE OCCURS) AT EXIT DOOR FIREMAN'S TELEPHONE JACK SECURITY STROBE LIGHT (BLUE LIGHT) AUDIBLE & VISUAL FIRE ALARM SWITCH AT DOOR OR CASED OPENING DARK ROOM STATUS LIGHT ELECTRICAL PANEL BOARD (NON- PROTRUDING) LO C A T E 3 " A B O V E DO O R F R A M E WH E N D I M A B O V E DO O R H E A D I S 1 2 " O R G R E A T E R > 1 2 " AL I G N W I T H T O P O F A D J A C E N T F R A M E WH E N D I M A B O V E DO O R H E A D < 1 2 " M O U N T O N S T R I K E S I D E 4"EQEQ 6" 4" 5' - 0 " 6' - 8 " 6' - 8 " 3' - 9 " 8" TYP 8" TYP AL I G N W I T H T O P O F A D J A C E N T F R A M E 6' - 6 " WALL-MOUNTED LAVATORY AND MIRROR (SIDE VIEW) STANDARD URINAL (SIDE VIEW) ACCESSIBLE URINAL (SIDE VIEW) ACCESSIBLE WATER CLOSET (SIDE VIEW) MOUNT DRINKING FOUNTAIN OR WATER COOLER CENTERED HORIZONTALLY WITHIN ALCOVE, TYPICAL DRINKING FOUNTAIN OR WATER COOLER (SIDE VIEW) 6" MAX 8" MIN 2' - 5 " M I N C L R 2' - 1 0 " M A X T O R I M 3' - 4 " M A X 1' - 7 " 1' - 5 " M A X THE CONTROLS FOR THE FLUSH VALVES TO BE 3'-8" A.F.F. URINALS SHALL BE MOUNTED 15" MIN (OR GREATER AS SHOWN ON PLANS) FROM ADJ WALL OR SCREEN TO CENTERLINE OF FIXTURE. THE CONTROL MECHANISM TO BE LOCATED 3'-8" MAX AFF LAVATORIES ADJ TO A WALL SHALL BE MOUNTED 18" MIN (OR GREATER AS INDICATED ON PLANS) FROM ADJ WALL TO CENTERLINE OF FIXTURE. HOT WATER PIPES AND DRAIN LINES TO BE INSULATED. BOTTOM OF MIRROR REFLECTIVE SURFACE 11" MIN 9" MI N 6" MAX 8" MIN 2' - 5 " M I N C L R 11" MIN 36 " M A X FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION 91 5 96 5 - 1 0 9 0 38 " - 4 3 " STANDING PERSONS WHEELCHAIR ACCESSIBLE STANDING PERSONS WHEELCHAIR ACCESSIBLE 5" max 125 15" min 380 15 " cl e a r 15 " cl e a r Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:44:14 PM RE X B U R G C A L L C E N T E R TY P I C A L M O U N T I N G H E I G H T S A651 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/4" = 1'-0"1 SIGNAGE IN - O - 0 1 3/8" = 1'-0"2 FIXTURE & SIGNAGE HEIGHTS AD - O - 0 6 num. description date Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RC H I E L A T E C T ST A TE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/24/2020 2:45:55 PM RE X B U R G C A L L C E N T E R 3D V I E W S A N D R E N D E R I N G S A901 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET FEBRUARY 24, 2020 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3 BACK EAST ELEVATION 1 FRONT EAST ELEVATION 4 FRONT WEST ELEVATION 2 BACK WEST ELEVATION num. description date 1 Revision 1 Date 1 STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:30:57 PM RE X B U R G B R A N C H GE N E R A L S T R U C T U R A L N O T E S S001 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N GENERAL STRUCTURAL NOTES num. description date 2-21-2020 STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:30:59 PM RE X B U R G B R A N C H GE N E R A L S T R U C T U R A L N O T E S S002 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N GENERAL STRUCTURAL NOTES num. description date 2-21-2020 STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:00 PM RE X B U R G B R A N C H SP E C I A L I N S P E C T I O N S S003 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N REQUIREMENTS FOR SPECIAL INSPECTION, MATERIAL TESTING, AND STRUCTURAL OBSERVATION num. description date 2-21-2020 ELEVATOR PIT C.J. C.J. C.J . C.J . 1 A 2 3 B C D ESC-6 A S C -6 A S C -8 A B FC -8A (SR E )B FC -8A (SR E )B FC -8A (SR E )B FC -8A (SR E )S C -8 B S C -8 B S C -8 B B FC -8A (SR E )B FC -8A (SR E )S C -8 A S C -8 A S C -8 A S C -8 A S C -5C S C -5 A S C -8 E S C -8 E S C -5C S C -5C CW-10A CW-10A CW-10A CW - 1 0 A CW - 1 0 A CW-10A CW-10A CW - 1 0 A 85' -0" FC4.0 85 ' - 0" FC 4 . 0 85 ' - 0" FC 4 . 0 85' -0" FC4.0 85' -0" FC4.0 85 ' - 0" FC 4 . 0 85' -0" FS7.0 85' -0" FS7.0 81' -0" FS8.0 85' -0" FS9.0A 85' -0" FS9.0A 85' -0" FS10.0A 85' -0" FS9.0A 84' -6" FS12.0 84' -6" FS12.0 84' -6" FS12.0 85' -0" FS10.0A 85' -0" FS9.0A 85' -0" FS8.0 85' -0" FS7.0 85' -0" FS7.0 85' -0" FS7.0 85' -0" FS4.0 85' -0" FS4.0 5 S501 _____ CONTROL JOINTS, COORDINATE LOCATION WITH ARCH. -TYP 4" UNREINFORCED CONCRETE SLAB ON GRADE, TOP OF CONCRETE = 86'-0" C P -16A C P -16A C P -16A C P -16A C P -16A CW - 8 A CW - 8 A CW-8A CW-8A 10 S501 _____ 11 S501 _____ 11 S501 _____ 12 S501 _____TYP 12 S501 _____TYP 12 S501 _____ 9 S501 _____TYP TYP 12 S501 _____TYP 12 S501 _____TYP 12 S501 _____TYP 8 S501 _____ 8 S501 _____ CW-10B 3 SIDES CW-10B 3 SIDES 86' -0" FTS2.0 85' -0" FS4.0 S S S S S S S S FC3.0 NOTE 10 FC3.0 NOTE 10 CW-10A 86' -0" FTS2.0 CW-10ACW-10A 85' -0" FC4.0 S S S S TOP OF MAT = 81'-0" 4 S501 CW - 1 0 A 85 ' - 0" FC 4 . 0 C P -16A C P -16A C P -16B C P -16A HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) 82' -0" FC4.0 85' -0" FC4.0 HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) 85' -0" FC4.0 85' -0" FC4.0 2 S502 _____TYP AT COL 2 S502 _____TYP AT COL C P -16A 2 S502 _____TYP AT COL 2 S502 _____TYP AT COL 8" INDICATES CONCRETE PIER. SEE SCHEDULE ON SHEET S601CP-x INDICATES THICKENED SLAB FOOTING. SEE SCHEDULE ON SHEET S601FTSx.x INDICATES SPOT FOOTING. SEE SCHEDULE ON SHEET S601FSx.x INDICATES CONTINUOUS FOOTING. SEE SCHEDULE ON SHEET S601FCx.x INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x INDICATES CONCRETE FOUNDATION WALL TYPE, SEE SCHEDULE ON SHEET S601CW-x INDICATES CONCRETE WALL. DASHED WALLS STOP AT DECK SS INDICATES FOOTING STEP, SEE DETAIL 3/S501 FOOTING DESIGNATION . TOP OF FOOTING ELEVATION SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND FOOTING AND FOUNDATION PLAN NOTES 1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4. ALL SPOT FOOTINGS SHALL BE CENTERED UNDER COLUMNS (UNO). 5. SEE DETAILS 1/S501 AND 2/S501 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND PERPENDICULAR TO FOOTINGS. 6. SEE DETAIL 5/S501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE. 7. SEE DETAIL 6/S501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS. 8. SEE DETAIL 7/S501 FOR ADDITIONAL REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. 10. TOP OF FOOTING TO BE LOCATED 2'-0" BELOW GRADE MIN. VERIFY GRADE ELEVATION WITH ARCH. INDICATES SEISMIC RETAINING ELEMENT(SRE) 1 S502 _____ 13 S501 _____ 3 S502 _____ STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:00 PM RE X B U R G B R A N C H FO O T I N G A N D F O U N D A T I O N P L A N S S101 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N 0"8'-0"16'-0"4'-0"3/16" = 1'-0" [BF-1/S201] FOOTING AND FOUNDATION PLAN 1 NO R T H num. description date 0"4'-0"8'-0"2'-0"1/4" = 1'-0" TRASH ENCLOSURE/STORAGE FOUNDATION PLAN 2 2-21-2020 MECH SHAFT MECH SHAFT OPEN OPEN STAIR OPENING OPEN BF - 1 S2 0 1 1 A 2 3 B C D ESC-6 A S C -6 A S C -8 A B FC -8A (S R E )B FC -8A (S R E )B FC -8A (S R E )B FC -8A (S R E )S C -8 B S C -8 B S C -8 B B FC -8A (S R E )B FC -8A (S R E )S C -8 A S C -8 A S C -8 A S C -8 A W16X31 (10) W16X26 (10)W21X50 (SRE) (5) W2 1 X 5 0 ( S R E ) W24X76 W24X68 c= 1"W24X55 W24X55 W21X50 (SRE) (5) W18 X 3 5 ( 1 6 ) c = 3 / 4 " W1 2 X 1 6 W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W2 1 X 5 0 ( S R E ) W1 8 X 3 5 ( 1 7 ) c = 3 / 4 " W1 8 X 3 5 ( 1 6 ) W18 X 3 5 c = 1 " W1 2 X 1 4 ( 6 ) W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 c = 1 " W12X14 (6) c= 3/4" W1 2 X 1 4 ( 6 ) W12X16 (6) W1 2 X 1 4 ( 6 ) W1 2 X 1 4 ( 6 ) W1 2 X 1 4 ( 6 ) W12X16 (7) S C -5C S C -5 A S C -8 E S C -8 E S C -5C S C -5C (1 6 ) (8 ) W1 2 X 1 4 ( 4 ) W8X10 (4) W8X 1 0 ( 6 ) W8 X 1 0 ( 6 ) W8X10 (4) (1 4 ) (1 0 ) (4 ) (4 ) (4 ) (7)(3)(7)(9)(8)(10)(7)(6)(3)(7) 6 S511 _____TYP 5 S511 _____TYP 5 S511 _____TYP 6 S511 _____TYP 1 S514 _____ 1 S514 _____ 1 S514 _____ 1 S514 _____ TYP TYP TYP TYP 1 S514 _____ TYP W18X55 CL-60A CW-10B 3 SIDES CL-60A CW-10B 3 SIDES W21X44 (6)(3)(6) W12 X 1 6 ( S R E ) ( 8 ) W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 c = 1 " (1 5 ) (7 ) W1 8 X 3 5 ( S R E ) ( 2 8 ) c = 1 . 1 / 2 " W18 X 3 5 ( 2 0 ) c = 1 " W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W18X40 (SRE) (8)(4)(4) 4 S514 _____ BF - 1 S2 0 1 W1 W1 8' - 0 " W1 2 X 1 4 ( 6 ) W1 10 ' - 4 " 3' - 6 " 5' - 9 1/2"1' - 10" W1 9' - 1 0 " 9' - 1 0 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W8 X 1 0 4 S511 TYP W1 8 X 3 5 ( 3 1 ) c = 1 " W18 X 3 5 c = 1 . 1 / 4 " (1 5 ) (1 6 ) W1 8 X 3 5 ( 3 1 ) c = 1 " W1 8 X 3 5 ( 2 5 ) c = 1 " W8 X 1 0 W8 X 1 0 W8 X 1 0 FOLDING PARTITION SUPPORT PER 9/S512 BF - 1 S2 0 1 BF-1 S201 BF-1 S201 8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4" W8 X 1 0 ( 6 ) W8X 1 0 ( 6 ) 2' - 0" (6)(6) W1 A B V S C -4 A A B V S C -4 A A B V S C -4 A C P -16A C P -16A C P -16A C P -16B (6)(3)(5) 1 S401 2 S401 W1 8 X 3 5 c = 1 " 3' - 7" 6 S513 7 S513 CW-10A CW - 1 0 A CW-10A CW - 1 0 A CW - 1 0 A CW-10A CW-10A CW-10A CW-10A CW - 1 0 A CW - 1 0 A 25' - 0"25' - 0"25' - 0"25' - 0" 30 ' - 0 " 30 ' - 0 "C P -16A C P -16A C P -16A C P -16A TYP. C P -16A C P -16A C P -16A 2 S514 _____ 2 S514 _____ 3 S514 _____ 3 S514 _____ 2 S514 _____ 8' - 9 1/2" 9' - 0" 3 1/2" A B V S C -4 A 98' -0" FC3.0 CW-12A CW - 1 0 A CW - 1 2 A 13 S501 _____C P -16B C P -16B 6" SLAB ON GRADE REINFORCED WITH #3 BARS AT 12" O.C. EACH WAY. TOP OF SLAB = 100'-0" PROVIDE 2" RECESS AT REVOLVING DOOR 1. VERIFY ALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE DETAILS 1/S511 AND 3/S511 FOR FRAMING AROUND ALL OPENINGS. 3. SEE DETAIL 2/S511 FOR TYPICAL REINFORCING AT COMPOSITE BEAM. 4. PROVIDE SLAB EDGE BRACING PER DETAIL 9/S511 5. SEE DETAIL4/S511 FOR SLAB ISOLATION DETAIL AT COLUMN. 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. 7. PROVIDE STEEL LINTELS IN BRICK VENEER ABOVE OPENINGS PER SCHEDULE ON S602 8. SEE 1/S502 FOR MASONRY TRASH ENCLOSURE. 9. 16" WIDE MASONRY PIER WITH (2) #5 VERTICAL BARS AND #3 TIES AT 8" O.C. 10. PROVIDE 16" DEEP MASONRY LINTEL WITH (1) #5 X CONT TOP AND BOTTOM. FLOOR FRAMING PLAN NOTES INDICATES BRACED FRAME. SEE ELEVATIONS ON SHEET(S) S202BF-x INDICATES SEISMIC RETAINING ELEMENT(SRE) INDICATES REQUIRED PRE-CAMBER AT MID-SPAN OF STEEL BEAMSc=x" INDICATES NUMBER OF HEADED STUD ANCHORS FOR SECTION OF COMPOSITE STEEL BEAM. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 (x) INDICATES COMPOSITE STEEL BEAM, SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 W_x_ INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x W# INDICATES FIELD WELDING REQUIRED AT SHEAR TAB CONNECTION. ARROWS INDICATE DIRECTION OF CONNECTION, SEE SCHEDULES ON SHEET(S) 1/S602 INDICATES MOMENT CONNECTION, SEE DETAILS INDICATES CONCRETE OVER METAL FLOOR DECK. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL PLANS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES BRACED FRAME. SEE ELEVATIONS ON SHEET(S) S201BF-x 2 x 8 A T 2 4 " O . C . 4 S502 _____ 5 S502 _____ 4 S502 _____ 5 S502 _____ 1 S502 _____M P -N O T E 9 M P -N O T E 9 NOTE 10ABVSC-5 B A B V S C -5 B A B V S C -5 B A B V S C -5 B A B V S C -5 B A B V S C -5 B A B V S C -5 B BF - 1 S2 0 1 STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:03 PM RE X B U R G B R A N C H FI R S T F L O O R F R A M I N G P L A N S111 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N 0"8'-0"16'-0"4'-0"3/16" = 1'-0" FIRST FLOOR FRAMING 1 NO R T H num. description date 0"4'-0"8'-0"2'-0"1/4" = 1'-0" [BF-1/S201] TRASHENCLOSURE/STORAGE ROOF FRAMING PLAN 2 2-21-2020 MECH SHAFT MECH SHAFT STAIR OPENING STAIR OPENING OPEN BF - 1 S2 0 1 BF - 1 S2 0 1 1 A 2 3 B C D ESC-6 A S C -6 A S C -8 A B FC -8A (SR E )B FC -8A (SR E )B FC -8A (SR E )B FC -8A (SR E )S C -8 B S C -8 B S C -8 B B FC -8A (SR E )B FC -8A (SR E )S C -8 A S C -8 A S C -8 A S C -8 A W21X44 (15) W16X31 (10) W16X26 (12)W21X55 (SRE)W21X50 (SRE) W1 8 X 3 5 ( S R E ) ( 1 8 ) c = 1 " W2 1 X 5 0 ( S R E ) W24X76 W30X90 c= 1/2"W24X55 W24X55 W21X50 (SRE) (6)W21X55 (SRE)W21X50 W21X50 W18 X 3 5 ( 1 6 ) c = 3 / 4 " W1 2 X 1 6 W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W2 1 X 5 0 ( S R E ) W12 X 1 9 ( S R E ) W1 8 X 3 5 ( 1 7 ) c = 3 / 4 " W1 6 X 3 1 ( 1 2 ) W18 X 3 5 c = 1 " W12 X 1 4 ( 6 ) W1 8 X 3 5 c = 1 " W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 2 0 ) c = 1 " W18 X 3 5 c = 1 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 6 ) c = 3 / 4 " W1 8 X 3 5 c = 1 " W12X14 (6) c= 3/4" W1 2 X 1 4 ( 6 ) W12X16 (6) W12 X 1 4 ( 6 ) W12 X 1 4 ( 6 ) W8X10 W12X14 W12X14 W12X14 W12X19 1' - 0" S C -5 B S C -5 B S C -5 B S C -5 B S C -5C S C -5 B S C -5 B S C -5C W1 2 X 1 4 ( 6 ) S C -5 A W12X19SC-5C S C -5 B W18 X 3 5 W1 8 X 3 5 W1 8 X 3 5 W18 X 3 5 W1 2 X 1 4 W8X 1 0 W8X 1 0 W12X14 W12X14 W12X14 W12X14 W12 X 1 4 ( 6 ) S C -8 E S C -8 E W8X10 (4) W8X 1 0 ( 6 ) W8X 1 0 ( 6 ) W8X10 (4) (1 5 ) (7 ) (1 7 ) (9 ) (6 ) (8 ) (3 ) (4 ) (4 ) (4)(3)(3) W1 W1 W1W1 W1W1 (6)(3)(7)(6)(7)(8)(6)(3)(7) (1 0 ) (1 0 ) (9)(10)(9)(6)(3)(6) 6 S511 _____TYP 5 S511 _____TYP 5 S511 _____TYP 6 S511 _____TYP 7 S522 _____ 8 S512 _____ 7 S522 _____ 8 S512 _____ TYP TYP TYP TYP 7 S522 _____TYP 6 S512 _____ BF - 1 S2 0 1 BF-1 S201 BF - 1 S2 0 1 BF-1 S201 (6 ) (6 ) W12 X 1 4 ( 4 ) (4) W1 2 X 1 4 W18 X 3 5 ( 1 6 ) c = 3 / 4 " W18 X 3 5 ( 1 2 ) c = 3 / 4 " W1 2 X 1 4 ( 6 ) (4)(3)(4) HS S 8 X 3 X 1 / 4 HSS8X3X1/4 HS S 8 X 3 X 1 / 4 HS S 8 X 4 X 5 / 1 6 HSS8X4X5/16 S C -4 B S C -4 A S C -4 A S C -4 A 1 S513 3 S513 _____ HSS4X4X1/4 2 S513 _____ 4 S513 _____ 5 S513 _____ (6)(6) (6)(6) 8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4"8' - 4" W8X 1 0 ( 6 ) W8X 1 0 ( 6 ) (2) 1 S401 2 S401 25' - 0"25' - 0"25' - 0"25' - 0" 30 ' - 0 " 30 ' - 0 " 10 S512 _____ 7 S522 _____ 10 S512 _____ 13 S513 _____ 13 S513 _____ 7 S522 _____ S C -4 A HSS8X4X5/16 1. VERIFY ALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. SEE DETAILS 1/S511 AND 3/S511 FOR FRAMING AROUND ALL OPENINGS. 3. SEE DETAIL 2/S511 FOR TYPICAL REINFORCING AT COMPOSITE BEAM. 4. PROVIDE SLAB EDGE BRACING PER DETAIL 9/S511 5. SEE DETAIL4/S511 FOR SLAB ISOLATION DETAIL AT COLUMN. 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. 7. PROVIDE STEEL LINTELS IN BRICK VENEER ABOVE OPENINGS PER SCHEDULE ON S602 8. SEE 1/S502 FOR MASONRY TRASH ENCLOSURE. 9. 16" WIDE MASONRY PIER WITH (2) #5 VERTICAL BARS AND #3 TIES AT 8" O.C. 10. PROVIDE 16" DEEP MASONRY LINTEL WITH (1) #5 X CONT TOP AND BOTTOM. FLOOR FRAMING PLAN NOTES INDICATES BRACED FRAME. SEE ELEVATIONS ON SHEET(S) S202BF-x INDICATES SEISMIC RETAINING ELEMENT(SRE) INDICATES REQUIRED PRE-CAMBER AT MID-SPAN OF STEEL BEAMSc=x" INDICATES NUMBER OF HEADED STUD ANCHORS FOR SECTION OF COMPOSITE STEEL BEAM. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 (x) INDICATES COMPOSITE STEEL BEAM, SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 W_x_ INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x W# INDICATES FIELD WELDING REQUIRED AT SHEAR TAB CONNECTION. ARROWS INDICATE DIRECTION OF CONNECTION, SEE SCHEDULES ON SHEET(S) 1/S602 INDICATES MOMENT CONNECTION, SEE DETAILS INDICATES CONCRETE OVER METAL FLOOR DECK. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL PLANS. SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES BRACED FRAME. SEE ELEVATIONS ON SHEET(S) S201BF-x STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:06 PM RE X B U R G B R A N C H SE C O N D F L O O R F R A M I N G P L A N S121 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N 0"8'-0"16'-0"4'-0"3/16" = 1'-0" [BF-1/S201] SECOND FLOOR FRAMING 1 NO R T H num. description date 2-21-2020 45 psf45 psf 9' -0" 4 5 p s f 4 5 p s f 9 ' - 0 " 45 psf45 psf 9' -0" 45 p s f 45 p s f 9' - 0" 41 psf41 psf 8' -0" 41 psf41 psf 8' -0" 45 p s f 45 p s f 9' - 0" 45 psf45 psf 9' -0" OPEN BF - 1 S2 0 1 1 A 2 3 B C D E R.D.R.D. W12X19 W8X10 W1 4 X 2 2 W1 8 X 4 0 ( S R E ) S C -6 A S C -6 A S C -8 A B FC -8A (SR E )B FC -8A (SR E )B FC -8A (SR E )B FC -8A (SR E )S C -8 B S C -8 B S C -8 B B FC -8A (SR E )B FC -8A (SR E )S C -8 A S C -8 A S C -8 A S C -5 B S C -5 A S C -8 E S C -8 E S C -5 B S C -5 B S C -5 B S C -5 B W18X40 W8X10 W18X40 W18X46 (SRE)W18X40 (SRE) W18 X 4 0 ( S R E ) W1 8 X 4 0 ( S R E ) W21X44 W21X55 W21X44 W21X44 W18X40 (SRE)W18X40 (SRE)W18X40 W18X40 W12 X 1 4 W1 8 X 4 0 ( S R E ) W8X 1 0 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W16 X 2 6 W12X14 W12X14 W8X 1 0 W8X 1 0 W8X 1 0 W8X 1 0 W8X 1 0 W14X26 W12 X 1 4 W12 X 1 4 W1 6 X 2 6 W1 6 X 2 6 W8 X 3 5 W8X 1 0 W12X14 W12X14 W12X14 4' - 0 " W1 2 X 1 4 W12X14 9 S521 _____ 8 S521 _____TYP TYP 11 S521 _____TYP 11 S521 _____TYP 3 S522 _____ 3 S522 _____ 12 S521 _____TYP TYP TYP TYP BF - 1 S2 0 1 W1W1 W1 W1 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 3 1 W1 6 X 3 1 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 2 6 W1 6 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 2 6 W16 X 3 1 W12X14W12X14 W12X14 4' - 0 " 4' - 0 " W12 X 1 4 W12 X 1 4 W12 X 1 4 4' - 0 " 7' - 0"7' - 2"7' - 2" 7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2"7' - 2" 10 S521 _____ 2 S522 _____HIGHSIM. W12X14 W1 2 X 1 4 MC12x31 CONT. ALONG BASE OF WALL 1 S522 _____ MC12x31 CONT. ALONG BASE OF WALL 1 S522 _____ RTU# 4000 RTU# 659 RTU# 507 RTU# 659 RTU# 507 RTU# 666 RTU# 125 BF - 1 S2 0 1 BF-1 S201 BF-1 S201 L3X3X1/4 L3X3X1/4L3 X 3 X 1 / 4 L3X3X1/4 L3X3X1/4 L3 X 3 X 1 / 4 L3 X 3 X 1 / 4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4L3X3X1/4 L3X3X1/4 L3 X 3 X 1 / 4 L3X3X1/4 L3X3X1/4 L3 X 3 X 1 / 4 L3 X 3 X 1 / 4 L3 X 3 X 1 / 4 L3 X 3 X 1 / 4 L3 X 3 X 1 / 4 L3 X 3 X 1 / 4 W1 2 X 1 4 W12X14 2 S521W12 X 1 4 W12 X 1 4 W12 X 1 4 W12X14 W1 6 X 2 6 W12X14 5 S521 W8X 1 0 W8X10 W8X10 11 S521 _____ 12 S521 _____ 6 S522 _____6 S522 _____ 11 S521 _____ 11 S521 _____ 12 S521 _____SIM. W1 6 S522 _____ 6 S522 _____ W1 3 S522 _____ 11 S521 _____ W12X14 W12 X 1 4 MC12X31 MC12X31 W1 2 X 1 4 W1 2 X 1 4 W12X14W12X14 W12 X 1 4 8 S522 _____ 8 S522 _____ ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. ALL ROOF OPENINGS GREATER THAN, OR EQUAL TO, 12" x 12" SHALL BE FRAMED AS INDICATED IN DETAILS 1/S521 AND 2/S521. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 3/S521. 3. SEE DETAIL 4/S521 WHEN MECHANICAL UNITS ARE HUNG BELOW JOISTS. 4. VERIFY SIZE, WEIGHT, AND LOCATION OF ALL ROOF TOP MECHANICAL UNITS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE DETAIL 5/S521 FOR STEEL FRAMES AT ALL ROOF TOP EQUIPMENT. COORDINATE OPENINGS WITH MECHANICAL, ELECTRICAL, AND GENERAL CONTRACTORS. 5. SEE ARCHITECTURAL PLANS FOR DIMENSIONS TO ALL STEEL COLUMNS. 6. PROVIDE STEEL LINTELS IN BRICK VENEER ABOVE OPEININGS PER SCHEDULE ON S602 INDICATES BRACED FRAME. SEE ELEVATIONS ON SHEET(S) S201BF-x INDICATES SEISMIC RESISTING ELEMENT(SRE) INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES REQUIRED PRE-CAMBER AT MID-SPAN OF STEEL BEAMSc=x" INDICATES COMPOSITE STEEL BEAM, SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 W_x_ INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x W# INDICATES FIELD WELDING REQUIRED AT SHEAR TAB CONNECTION. ARROWS INDICATE DIRECTION OF CONNECTION, SEE SCHEDULES ON SHEET(S) 1/S602 INDICATES MOMENT CONNECTION, SEE DETAILS INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND INDICATES AREA OF SNOW DRIFT. JOIST SUPPLIER TO ADD SNOW DRIFT LOAD TO JOISTS AND GIRDERS SEE PLAN FOR SNOW DRIFT LOADING. THESE LOADS ARE IN ADDITION TO THE JOIST UNIFORM AND POINT LOADS SHOWN ON PLANS. JOIST SUPPLIER TO ADD SNOW DRIFT LOAD TO BOTH JOISTS AND GIRDERS SNOW DRIFT NOTE x'-x" x psf xx psf INDICATES ADDITIONAL LOADING DUE TO SNOW DRIFT (SEE SNOW DRIFT NOTE) xx psf INDICATES LOAD AT HIGH POINT, x psf INDICATES LOAD AT LOW POINT x'-x" INDICATES LENGTH OF DRIFT x'-x" 0 psf xx psf INDICATES ADDITIONAL LOADING DUE TO SNOW DRIFT (SEE SNOW DRIFT NOTE) xx psf INDICATES LOAD AT HIGH POINT x'-x" INDICATES LENGTH OF DRIFT SNOW DRIFT LEGEND STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:09 PM RE X B U R G B R A N C H RO O F F R A M I N G P L A N S131 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N 0"8'-0"16'-0"4'-0"3/16" = 1'-0" [BF-1/S201] ROOF FRAMING 1 NO R T H num. description date 2-21-2020 60 0 S 2 5 0 -43 A T 1 6 " O . C . 60 0 S 2 5 0 -43 A T 1 6 " O . C . 600S250-43 AT 16" O.C. 600S250-43 AT 16" O.C.60 0 S 2 5 0 -43 A T 1 6 " O . C . 60 0 S 2 5 0 -43 A T 1 6 " O . C . 1 A 2 3 B C D E HSS8X4X1/4 HS S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 /4 H S S 8 X 4 X 1 / 4 HSS8X4X1/4 HS S 8 X 4 X 1 / 4 2 S522 _____HIGH 5 S522 _____ 4 S522 _____ HSS8X4X1/4 H S S 8 X 4 X 1 /4 HS S 8 X 4 X 1 / 4 HS S 8 X 4 X 1 / 4 H S S 8 X 4 X 1 / 4 HSS8X4X1/4 2 S522 _____SIM 5 S522 _____ 4 S522 _____ 2 S522 _____SIM 4 S522 _____ 4 S522 _____ 2 S522 _____ 5 S522 _____ ROOF FRAMING PLAN NOTES 1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. ALL ROOF OPENINGS GREATER THAN, OR EQUAL TO, 12" x 12" SHALL BE FRAMED AS INDICATED IN DETAILS 1/S521 AND 2/S521. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL 3/S521. 3. SEE DETAIL 4/S521 WHEN MECHANICAL UNITS ARE HUNG BELOW JOISTS. 4. VERIFY SIZE, WEIGHT, AND LOCATION OF ALL ROOF TOP MECHANICAL UNITS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE DETAIL 5/S521 FOR STEEL FRAMES AT ALL ROOF TOP EQUIPMENT. COORDINATE OPENINGS WITH MECHANICAL, ELECTRICAL, AND GENERAL CONTRACTORS. 5. SEE ARCHITECTURAL PLANS FOR DIMENSIONS TO ALL STEEL COLUMNS. 6. PROVIDE STEEL LINTELS IN BRICK VENEER ABOVE OPEININGS PER SCHEDULE ON S602 INDICATES BRACED FRAME. SEE ELEVATIONS ON SHEET(S) S201BF-x INDICATES SEISMIC RESISTING ELEMENT(SRE) INDICATES ROOF DRAIN, SEE DETAIL 2/S511R.D. INDICATES REQUIRED PRE-CAMBER AT MID-SPAN OF STEEL BEAMSc=x" INDICATES COMPOSITE STEEL BEAM, SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 W_x_ INDICATES STEEL COLUMN, SEE SCHEDULE ON SHEET S602SC-x W# INDICATES FIELD WELDING REQUIRED AT SHEAR TAB CONNECTION. ARROWS INDICATE DIRECTION OF CONNECTION, SEE SCHEDULES ON SHEET(S) 1/S602 INDICATES MOMENT CONNECTION, SEE DETAILS INDICATES METAL ROOF DECK. SEE GENERAL STRUCTURAL NOTES ON SHEET(S) S001 SECTION MARK . SHEET NUMBER MARKS AND SYMBOLS LEGEND STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:10 PM RE X B U R G B R A N C H HI G H R O O F F R A M I N G P L A N S132 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 0"8'-0"16'-0"4'-0"3/16" = 1'-0" [BF-1/S201] HIGH ROOF FRAMING 1 NO R T H 2-21-2020 190620_S202-01 1 BRACED FRAME CONNECTION SCHEDULE ORDINARY BRACED FRAME CONNECTION SCHEDULE 2" TYP 2" TY P R E Q ' D W E L D L E N G T H + 1 / 2 " REQ'D WELD LENGTH + 1/2" 1 " T Y P 1 " T Y P 1/2" 1/2" B B A A C C B B A A C C BRACE SIZE WELD (A) NO SCALE BRACED FRAME NOTES: WELD (B) WELD (C)GUSSET PLATE COMMENTS 1. SHOP DRAWINGS SHALL DIMENSION BOTH SET BACK DISTANCES FOR EACH GUSSET PLATE. 2. SET BACK DISTANCE INDICATES THE DISTANCE TO THE NEAREST STRUCTURAL ELEMENT; IT SHALL BE 2" FOR ALL BRACE SIZES. 3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. .HSS5x5x5/16"5/16"x9" 5/16"x9" 3/4" WELD (D) 5/16"x36"5/16"x6" 190620_S202-02 2 BRACED FRAME STEEL COLUMN SCHEDULE BRACED FRAME COLUMN SCHEDULE 9 S501 28 " 'e d ' ' e d ' 'ed' 'ed' NO SCALE BRACED FRAME STEEL COLUMN NOTES: 5/16"x3"x3" PLATE WASHERS INSTALLED BENEATH THE HARDENED WASHERS AND HEAVY HEX NUTS. PROJECT ANCHOR BOLTS 3" MINIMUM ABOVE TOP OF THE BASE PLATE. ALL ANCHOR BOLTS SHALL HAVE 5. 2. 1. ALL ANCHOR BOLTS SHALL BE ASTM F1554 Gr.105. REFER TO GENERAL STRUCTURAL NOTES. ANCHOR BOLTS SHALL NOT BE WELDED (INCLUDING TACK WELDS). 6. REFER TO DETAILS BELOW FOR ANCHOR BOLT PATTERN. 7. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 3. ALL BASE PLATES AND SHEAR LUGS SHALL BE ASTM A572 Gr.50. 4. AT THE EMBEDMENT END ANCHOR BOLTS SHALL HAVE A PL WASHER 1/2"x5"x0'-5" WITH DOUBLE HEAVY HEX NUTS. LEVEL/ MARK TOS ELEVATION 2ND FLOOR 114'-0" FOOTING 85'-0" TYPE CAP PLATE 1ST FLOOR 100'-0" ROOF 128'-0" HS S 8 x 8 x 5 / 8 BFC-8A TYPE BASE PLATE ANCHOR RODS A.B. EMBEDMENT BASE PLATE AT SINGLE BRACE .A 1" 1" DIA 12" A 135552-00 3 BRACED FRAME CONNECTION DETAIL AT FLOOR BEAM 6 S 2 0 1 T Y P SEE ELEVATION FOR BRACE SIZES; SEE 'BRACED FRAME SCHEDULE' FOR ADDITIONAL INFORMATION. TYP 5/16 5/16 HSS BRACE, SEE ELEVATION, TYPICAL STEEL GUSSET PLATE, SEE SCHEDULE, TYP 3/4"DIA ERECTION BOLT, TYP STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN B TYPB A A TYP 3/8" x BRACE WIDTH OR BEAM WIDTH, WHICHEVER 3/8" STIFF. PL EA SIDE IS SMALLER NO SCALE 134528-00 4 BRACED FRAME CONNECTION DETAIL AT ROOF BEAM 1 S602 TYP 1 S602 TYP STEEL BEAM WHERE OCCURS STEEL COLUMN, SEE PLAN AND SCHEDULE C C STEEL BEAM, SEE PLAN A A B B TYP 5/163-SIDES STEEL BRACE, SEE ELEVATION STEEL GUSSET PLATE, SEE SCHEDULE, TYP 3/4"DIA ERECTION BOLT, TYP SEE ELEVATION FOR BRACE SIZES; SEE 'BRACED FRAME SCHEDULE' FOR ADDITIONAL INFORMATION. STEEL BEAM WHERE OCCURS STEEL COLUMN, SEE PLAN AND SCHEDULE C C STEEL CAP PLATE, SEE COL SCHEDULE STEEL BEAM, SEE PLAN A A B B SLOT COLUMN TO ALLOW GUSSET PLATE TO CONTINUE NOTE: THROUGH. 1. 2. DECK NOT SHOWN IN THIS DETAIL. TYP 5/163-SIDES STEEL GUSSET PLATE, SEE SCHEDULE, TYP STEEL BRACE, SEE ELEVATION 3/4" DIA ERECTION BOLT, TYP NO SCALE 190620_S202-05 5 BEAM CONNECTION TO STEEL COLUMN WITH DRAG CONNECTION 1 S602 TYP STEEL BEAM, SEE PLAN SEE 1/S602 5/16 W1 AND ELEVATION STEEL BEAM, SEE PLAN AND ELEVATION BRACED FRAME COLUMN, SEE PLAN AND SCHEDULE NO SCALE 131328-05 6 STEEL TUBE BRACE AT GUSSET PLATE TERMINATE SLOT WITH A RADIUS HSS BRACE, SEE ELEV STEEL GUSSET PLATE, SEE SCHEDULE A TYPA 2" PL THICKNESS + 1/8" NO SCALE 1 2 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" LEVEL 4 128' -0" HSS5X5X5/16HSS5X5X5/16 HS S5 X5 X 5 /1 6 HSS5X5X5/16 5 S201 4 S201 3 S201 4 S201 STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:11 PM RE X B U R G B R A N C H BR A C E F R A M E S S C H E D U L E S A N D D E T A I L S S201 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/4" = 1'-0" [1/S111] BF-1 BRACE FRAME ELEVATION num. description date 2-21-2020 1 B HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) HSS6X6X1/4 HS S 1 2 X 2 X 1 / 4 HS S 1 2 X 2 X 1 / 4 8 S513 _____ 10 S513 _____ 11 S513 _____ 9 S513 _____ HSS12X2X1/4 (LSV) TYP AT COLUMN 7 S513 _____ FLOOR BEAM, SEE PLAN 3 E FLOOR BEAM, SEE PLAN 7 S513 _____ HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 ( L S V ) HS S 1 2 X 2 X 1 / 4 HS S 1 2 X 2 X 1 / 4 HSS6X6X1/4 HSS12X2X1/4 (LSV) 10 S513 _____ 9 S513 _____ 7 S601 _____ 8 S513 _____ TYP AT FDN STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:13 PM RE X B U R G B R A N C H ST A I R F R A M I N G P L A N S S401 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N 0"4'-0"8'-0"2'-0"3/8" = 1'-0" [1/S111] TYPICAL STAIR 1 FRAMING 1 0"4'-0"8'-0"2'-0"3/8" = 1'-0" [1/S111] TYPICAL STAIR 2 FRAMING 2 num. description date 2-21-2020 2114048-01 190620_S501-01 1 CONDITION AT PIPE PARALLEL TO CONCRETE FOOTING BACK-FILLED TRENCH PIPE, SEE CIVIL BOTTOM OF TRENCH SHALL BE ABOVE THIS LINE CONCRETE FOOTING, SEE PLAN AND SCHED1 2 2'-0" MIN 6" NO SCALE 16384-00 190620_S501-02 2 CONDITIONS AT PIPE PERPENDICULAR TO FOOTING PIPE PASSES THROUGH FOOTING PIPE PASSES BELOW FOOTING PROVIDE SLEEVES AROUND ALL PIPES PASSING THROUGH WALL AND FOOTINGS INTERRUPT CONT FTG REINF FOR PASSAGE ADDITIONAL REINF TO MATCH CONT FTG REINF PIPE, SEE MECH. PROVIDE SLEEVES AROUND ALL PIPES PASSING THROUGH WALL AND FOOTINGS PIPE, SEE MECH. CONCRETE FOOTING, SEE PLAN AND SCHED CONCRETE FOOTING, SEE PLAN AND SCHED ADDITIONAL REINF TO MATCH CONT FTG REINF OF PIPE 1" MIN 6"MIN IF D I M E N S I O N E X C E E D S 1'- 6 " , U S E T Y P I C A L FO O T I N G S T E P 1" MIN 24 BAR DIAMETERS 6" M I N 2" C L E A R 12" MIN 12" MIN 12" MIN12" MIN NO SCALE 2114048-00 190620_S501-03 3 TYPICAL FOOTING STEP DETAIL CONCRETE FOOTING, SEE PLAN AND SCHED Z-BARS TO MATCH CONT FOOTING REINF DOWELS TO MATCH VERT AND HORIZ WALL REINF ABOVE CONC FOUNDATION WALL, SEE PLAN AND SCHED Z-BARS TO MATCH CONT TOP FOOTING REINF, WHERE OCCURS t SE E S C H E D ST E P - S E E P L A N (3 ' - 4 " M A X - U N O ) t MIN L = 2 x STEP HEIGHT (MIN) NO SCALE 2097665-00 190620_S501-04 4 TYPICAL CORNER WALL REINFORCING AT CONCRETE WALLS [PLAN VIEW] BAR OF SAME SIZE AND PROVIDE STANDARD HOOKED SPACING WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL PLAN AND SCHEDULE CONCRETE WALL, SEE PLAN AND SCHED CONC WALL, SEE TO MATCH VERT WALL BAR AT CORNER REINFORCING (2) BARS AT INTER. TO MATCH VERT WALL REINFORCING TO MATCH VERT WALL BAR AT INTERSECTION REINFORCING (2) BARS AT CORNER TO MATCH VERT WALL REINFORCING BAR OF SAME SIZE AND PROVIDE STANDARD HOOKED SPACING WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL SAME SIZE AND SPACING PROVIDE CORNER BAR OF WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL (MATCH LARGEST BAR SIZE AND SMALLEST SPACING) SAME SIZE AND SPACING PROVIDE CORNER BAR OF WITH LAP AS PER GENERAL STRUCTURAL NOTES, TYPICAL (MATCH LARGEST BAR SIZE AND SMALLEST SPACING) NO SCALE 0-04 190620_S501-05 5 TYPICAL SLAB ON GRADE JOINT DETAILS CONTROL JOINT CONCRETE SLAB ON GRADE, SEE PLAN EDGE EACH SIDE OF JOINT WITH 1/8" RADIUS CONCRETE SLAB ON GRADE, SEE PLAN 5/8"DIA x 24" SMOOTH DOWEL AT 18" O.C. GREASE AND USE PAPER SLEEVE OVER ONE END CONSTRUCTION JOINT SAW-CUT CONTROL JOINT WITH AN EARLY ENTRY SAW AS SOON AS FINAL SET IS ACHIEVED. FINAL SET IS TYPICALLY ACHIEVED WITHIN FIRST 4 TO 6 HOURS OF SLAB POUR NOTE: IN LIEU OF SMOOTH DOWELS DIAMOND DOWELS AND DOWEL BASKETS MAY BE USED AT CONSTRUCTION JOINTS AT CONTRACTOR OPTION. t 0. 2 5 t t 0. 5 t NO SCALE 132097-00 190620_S501-06 6 LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCING [PLAN VIEW] CONTROL OR CONSTRUCTION JOINTS STEEL COLUMN, SEE PLAN AND SCHEDULE CONCRETE BLOCKOUT DEPRESSED CONCRETE SLAB (2) #4 x 4'-0" BARS WHERE CONTROL/ CONSTRUCTION JOINTS DO NOT EXTEND FROM CORNERS OF CONCRETE BLOCKOUTS AT BUILDING COLUMNS (2) #4 x 4'-0" BARS WHERE CONTROL/ CONSTRUCTION JOINTS INTERSECT BUT DO NOT CONTINUE BEYOND INTERSECTION (2) #4 x 4'-0" BARS AT EACH CORNER OF DEPRESSED SLAB WHERE CONTROL/ CONSTRUCTION JOINTS DO NOT EXTEND FROM CORNER CONTROL OR CONSTRUCTION JOINT NO SCALE 2098688-00 190620_S501-07 7 TYPICAL REINFORCING FOR MISCELLANEOUS OPENINGS LESS THAN 3'-0" IN CONCRETE WALLS WHERE MISCELLANEOUS OPENING WIDTH IS GREATER THAN 3'-0" WIDE, CONTACT STRUCTURAL ENGINEER. OPEN OPEN OPEN OPEN OPEN SINGLE OPENING SIDE-BY-SIDE OPENINGS STACKED OPENINGS TRIM BARS USE STANDARD HOOKS TRIM BARS TRIM BARS WHERE FULL EMBEDMENT IS NOT POSSIBLE WHERE JAMB IS LESS THAN 2'-0", PROVIDE #3 TIES AT 8" O.C. TRIM BARS: 6"-8" WALLS - (2) #5 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING) 10"-12" WALLS - (2) #6 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING) (2) #4x4'-0" CORNER BARS, TYPICAL(2) #4x4'-0" CORNER BARS, TYPICAL NO SCALE 147456-21 8 TYPICAL STAIR STRINGER BEARING DETAIL L3x3x1/4 x 0'-4" WITH 3/4"DIA EXPANSION BOLT 1/4 CONCRETE SLAB ON GRADE, SEE PLAN STAIR STRINGER, SEE PLAN INTO 2" LONG-SLOTTED HOLE CONCRETE FOOTING, SEE PLAN AND SCHED FT G D E P T H FOOTING WIDTH SEE SCHEDULE SE E S C H E D U L E NO SCALE 148480-00 9 TYPICAL INTERIOR STEEL COLUMN TO FOOTING DETAIL CONCRETE SLAB ON GRADE, SEE PLAN STEEL BASE PLATE (SEE SCHEDULE) ON 1.1/2" NON-SHRINK GROUT 5/16 CONCRETE FOOTING, SEE PLAN AND SCHED STEEL COLUMN, SEE PLAN AND SCHEDULE CONCRETE BLOCKOUT NO SCALE 2114048-03 190620_S501-10 10 TYPICAL ELEVATOR PIT DETAIL SUMP PIT COORDINATE SIZE AND LOCATION WITH ARCH ELEVATOR PIT DOWEL TO MATCH VERT WALL REINF ABOVE CONCRETE SLAB ON GRADE, SEE PLAN CONT TOP AND BOTTOM REINFORCING #4 x 4'-0" AT 12" O.C. 24" 24" #5 AT 12" O.C. EA WAY, TOP AND BOT CONCRETE FOOTING CONC FOUNDATION WALL, SEE PLAN AND SCHED WALL ABOVE, SEE PLAN STEP FOOTING AT SUMP. PROVIDE REINF TO MATCH MAT FTG CONCRETE SLAB ON GRADE, SEE PLAN AT SUMP PIT WALL ABOVE, SEE PLAN CONC FOUNDATION WALL, SEE PLAN AND SCHED ELEVATOR PIT 18 " 18" NO SCALE 2245632-26 190620_S501-11 11 RAIL SUPPORT AT ELEVATOR PIT ELEVATOR PIT CONCRETE SLAB ON GRADE, SEE PLAN 2 x 4 BEVELED KEYWAY #5 AT 12" O.C. EA WAY, TOP AND BOT CONCRETE FOOTING 8"x18" CONCRETE PIER, REINF WITH (4) #5 VERT WITH #3 RUN HORIZ WALL REINF CONT THROUGH PIER RAIL SUPPORT COLUMN, SEE PLAN AND SCHED TIES AT 8" O.C. 1/4 STEEL BASE PLATE (SEE SCHED) ON 1.1/2" NON-SHRINK GROUT CONCRETE BLOCKOUT WITH (3) SETS OF TIES IN TOP 5" OF PIER 18 " 18" 8" NO SCALE 2114048-26 190620_S501-12 12 CONCRETE FOUNDATION WALL AT FOOTING CONCRETE SLAB ON GRADE, SEE PLAN DOWEL TO MATCH VERT WALL REINF ABOVE CONCRETE FOOTING, SEE PLAN AND SCHED CONCRETE WALL, SEE PLAN AND SCHED NO SCALE 190620_S501-13 24" 18" 2278913-01 13 TYPICAL SLAB ON GRADE OVER TOP OF WALL AT OPENING IN WALL WALL BEYOND CONCRETE WALL, SEE PLAN AND SCHED CONCRETE FOOTING, SEE PLAN AND SCHED CONCRETE SLAB ON GRADE, SEE PLAN EXTERIOR SLAB OR GRADE, SEE ARCH #4 DOWEL x 3'-6" AT 18" O.C. 8" NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:14 PM RE X B U R G B R A N C H DE T A I L S S501 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 541184-34 190620_S502-01 1 MASONRY TRASH ENCLOSURE DOWEL TO MATCH VERT WALL REINF ABOVE CONCRETE SLAB ON GRADE, SEE ARCH 12"x30"xCONT CONC FTG 8" CONC FOUNDATION WALL EXTERIOR SLAB OR GRADE, SEE ARCH WITH (3) #5 x CONT LENGTHWISE BARS AND REINF WITH #4 VERT BARS AT 32" O.C. WITH STD HOOK INTO FOOTING ALTERNATE #5xCONT BAR, TOP AND BOTTOM (1) CONT BAR TO MATCH HORIZ WALL REINF AT T.O. WALL 8" MASONRY WALL REINF WITH #5 VERT BARS AT 32" O.C. AND #4 HORIZ BARS AT 24" O.C. SOLID GROUTED WALL SECTION CORNER BAR TO MATCH VERT WALL (3) BARS AT CORNER MASONRY WALL REINFORCING HORIZONTAL REINFORCING TO TERMINATE WITH STANDARD 180° HOOK NOTE: SPACE TO ACCOMMODATE OF BLOCK ABOVE MAY HAVE TO MAINTAIN 3/4" COVERAGE. WEB AN ANGLE TO FIT IN CELL AND HOOK NEEDS TO BE PLACED AT HOOK IS LIMITED; THEREFORE, BE CUT. AT CORNER WITH OPENING AT CORNER MASONRY TRASH ENCLOSURE NOTES: 1. Materials, unless noted otherwise: a. Concrete Masonry Units (CMU): Lightweight Grade N, Type 1, Minimum unit strength = 1900 psi, f'm = 1500 psi. b. Mortar: Type S, Minimum compressive strength = 1800 psi. c. Grout: Minimum compressive strength = 2,000 psi at 28 days. d. Reinforcing Steel: ASTM 615 Grade 60 (Fy = 60 ksi) 2. Reinforcement Cover: a. A minimum coverage of one bar diameter over all the bars, but not less than 3/4". When masonry is exposed to soil, minimum coverage shall be 1.1/2". 3. Construction Requirements: a. All units shall be laid with full mortar beds on the face shells. All head joints shall be filled solidly with mortar for a distance in from the face of the units not less than the thickness of the longitudinal face shells. Cells which are to be grouted shall have full head joints. b. Masonry walls shall be constructed with running bond. c. Grout shall be placed by mechanical vibration during placing and re-vibrated after excess moisture has been absorbed but before workability is lost. Rodding of grout is not allowed. d. Grout shall be 1.1/2 inches below top of unit in cells with vertical reinforcement to provide construction key. e. Vertical cells to be filled with grout shall have vertical alignment sufficient to maintain a clear, unobstructed vertical cell measuring not less than 2 inches by 3 inches. f. Vertical reinforcing shall be located at the center of the wall. g. Reinforcing bars shall not be welded. 4. Detailing Requirement a. Lap all masonry bars 40" min. b. All vertical reinforcing shall be doweled to the foundation wall below with the same size dowel and spacing (and in the same core) as the vertical wall reinforcing above. PRECAST CAP, SEE ARCH #4x2'-0" CROSSWISE BARS AT 48" O.C. WITH MASONRY VERT WALL REINFORCING #4 HORIZONTAL BAR 2'- 0 " M I N 6'- 0 " M A X SEE ARCH NO SCALE 2246144-22 2 STEEL COLUMN AND CONCRETE WALL ON FOOTING CONCRETE FOOTING, SEE PLAN AND SCHED CONCRETE SLAB ON GRADE, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULECONCRETE WALL, SEE PLAN AND SCHED DOWEL TO MATCH VERT WALL REINF ABOVE LINE OF FOOTING BEYOND STEEL BASE PLATE (SEE SCHED) ON 1.1/2" NON-SHRINK GROUT 5/16 CONCRETE BLOCKOUT NO SCALE 541184-34 190620_S502-3 3 MASONRY TRASH ENCLOSURE DOWEL TO MATCH VERT WALL REINF ABOVE CONCRETE SLAB ON GRADE, SEE ARCH 12"x30"xCONT CONC FTG 8" CONC FOUNDATION WALL EXTERIOR SLAB OR GRADE, SEE ARCH WITH (3) #5 x CONT LENGTHWISE BARS AND REINF WITH #4 VERT BARS AT 32" O.C. WITH STD HOOK INTO FOOTING ALTERNATE #5xCONT BAR, TOP AND BOTTOM 8" MASONRY WALL REINF WITH #5 VERT BARS AT 32" O.C. AND #4 HORIZ BARS AT 24" O.C. SOLID GROUTED #4x2'-0" CROSSWISE BARS AT 48" O.C. WITH MASONRY VERT WALL REINFORCING #4 HORIZONTAL BAR 2'- 0 " M I N NO SCALE 190620_S502-04 559236-01 4 TYPICAL WOOD JOIST BEARING ON MASONRY WALL NOTE: CONTRACTOR HAS OPTION TO POST INSTALL ANCHOR BOLTS USING STANDARD ADHESIVE. 5" MINIMUM EMBEDMENT INTO MASONRY. 3.1/2"x7.1/2" LVL LEDGER WITH (2) ROWS OF 5/8" DIA ANCHOR BOLTS AT 16" O.C. - STAGGERED ROOF SHEATHING, SEE SCHEDULE SIMPSON 'LTT19' WITH (1) 3/4"DIA TITEN HD x 6" SCREW ANCHOR AND (8) 10d x 1.1/2" NAILS AT EA JOIST BOUNDARY NAILING, SEE SCHEDULE MASONRY WALL, SEE PLAN AND SCHEDULE (2) CONT BARS AT BEAM BRG TO MATCH HORIZ WALL REINFORCING SIMPSON 'HU' JOIST HANGER WOOD JOIST, SEE PLAN NO SCALE 190620_S502-05 559236-02 5 TYPICAL WOOD JOIST PARALLEL TO MASONRY WALL NOTE: CONTRACTOR HAS OPTION TO POST INSTALL ANCHOR BOLTS USING STANDARD ADHESIVE. 5" MINIMUM EMBEDMENT INTO MASONRY. 3.1/2"x7.1/2" LVL LEDGER WITH (2) ROWS OF 5/8" DIA ANCHOR BOLTS AT 16" O.C. - STAGGERED ROOF SHEATHING, SEE SCHEDULE SIMPSON 'LTT19' WITH (1) 3/4"DIA TITEN HD x 6" SCREW ANCHOR AND (8) 10d x 1.1/2" NAILS AT EA TRUSS BOUNDARY NAILING, SEE SCHEDULE MASONRY WALL, SEE PLAN AND SCHEDULE 3x4 WOOD BLOCK AT 24" O.C. EXTEND FOR (2) 16d NAILS (3) JOIST SPACES SIMPSON 'W36' TOP FLANGE HANGER WITH (2) 10d NAILS TO LEDGER AND (2) 10d x 1.1/2" TO BLOCK WOOD JOIST, SEE PLAN NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:14 PM RE X B U R G B R A N C H DE T A I L S S502 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 DE C K SP A N DE C K SP A N DE C K SP A N 8523777-00 1 MISCELLANEOUS SMALL OPENINGS IN FLOOR SLAB (UP TO 24") OPEN OPEN OPEN SECTION A-A SECTION B-B (2) #5 BARS, BOTTOM (2) #5 BARS, TOP FORMED OPENINGS L2.1/2x2.1/2x1/4. INSTALL ANGLE BEFORE CORING ATTACH ANGLE TO DECK 1/2"DIA SIMPSON TITEN HD SCREWS, 1/2"DIA POWERS WEDGE BOLTS OR 1/2"DIA CONCRETE OVER METAL FLOOR DECK, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN SECTION C-C CORED OPENINGS GROUPS OF OPENINGS (FORMED OR CORED) NOTES: 1. AT FORMED OPENINGS, LEAVE DECK INTACT AND BLOCK OUT FOR OPENING. REMOVE DECKING AFTER CONCRETE 2. FOR HOLES THAT DO NOT REQUIRE REINFORCING, SEE DETAIL "CONDITION AT UNREINFORCED OPENING" BELOW. 3. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. MANY SMALL OPENINGS ARE NOT SHOWN ON STRUCTURAL PLANS. CONDITION WHERE REINFORCING IS NOT REQUIRED 32" MIN BEAM OR JOIST BEAM OR JOIST NOTE: WHEN SPACING BETWEEN OPENINGS (DIMENSIONS A AND B) 4x THE LARGER OPENING, THE OPENING GROUP SHALL BE REINFORCED AS A SINGLE OPENING. - EACH SIDE - EACH SIDE CORE DRILL EACH CORNER THEN SAW-CUT BETWEEN HAS CURED. IS LESS THAN 32" OR LESS THAN HILTI KWIK BOLTS EXPANSION ANCHORS SPACE AT 12" O.C. WITH 4" MAXIMUM EMEBEDMENT B B A A C C 2'-6" 6" TO 24" 2'-6" 2'- 6 " 2'- 6 " (3) FULL FLUTE LENGTHS 6" TO 24"(3) FULL FLUTE LENGTHS3"D1 24" MAX D2 24" MAX (B) 32" MIN 4 x D1 MIN 4 x D2 MIN 6"DIA MAX AT CORED OR DRILLED HOLE 1" C L E A R CO N C C O V E R FO R R E I N F 1" CLEAR CONCRETE COVER 3" 1" C L E A R FO R R E I N F (A ) NO SCALE 4288-00 2 TYPICAL COMPOSITE BEAM DETAILS BEAMS FRAMING INTO COLUMNS BEAMS NOT FRAMING INTO COLUMNS STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN #3 x 6'-0" BAR AT 16" O.C. CENTERED ON BEAM #4 x CONT MESH SUPPORT BAR, TYP OVER ALL INTERIOR GRID BEAM AND PURLINS HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN #4 x CONT MESH SUPPORT BAR, TYP OVER ALL INTERIOR GRID BEAM AND PURLINS HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING BEAMS PARALLEL TO RAISED DECK FLUTES STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN #4 x CONT MESH SUPPORT BAR, TYP OVER ALL INTERIOR GRID BEAM AND PURLINS HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING REMOVE DECK FLUTES THAT ALIGN WITH STEEL BEAMS PROVIDE GIRDER FILLER (BY DECK SUPPLIER) AS REQUIRED CONCRETE OVER METAL DECK, SEE PLAN CONSTRUCTION JOINT #4 x 4'-0" AT 18" O.C. #4 x CONT BAR CONSTRUCTION JOINT IN CONCRETE FLOOR SLAB 3/ 4 " CL E A R NO SCALE 135296-02 3 TYPICAL FLOOR OPENING DETAIL [OPENING < 48" AND > 24"] ANGLE FRAME SCHEDULE TO BE WELDED 3/16 DECK EDGE TO ANGLES 3/16 TYP SEE SCHEDULE CONCRETE OVER METAL FLOOR DECK ANGLE FRAME, TYP 3/16 STEEL BEAM, SEE PLANSTEEL BEAM, SEE PLAN 3/4 6" O.C. NOTE: FOR OPENINGS GREATER THAN 48", CONTACT STRUCTURAL ENGINEER 3/16 3-12 3-12 METAL FLOOR DECK TO BE WELDED TO ANGLE FRAME 9 S511 OPENING DIMENSION SEE ARCH/MECH ANGLE SPAN, SEE SCHEDULE NO SCALE 12'-0"L6x4x5/16 11'-0"L5x3x3/8 10'-0"L5x3x5/16 9'-0"L5x3x1/4 SPAN (FT) MAXIMUM ANGLEANGLE (LLV) 138489-21 4 TYPICAL DECK BEARING ANGLES AT STEEL COLUMN [PLAN VIEW] TYP 3/16 TYP 3/16 STEEL BEAM OR GIRDER, SEE PLAN L3x3x1/4 BRACE, TYP STEEL BEAM OR JOIST, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE PROVIDE STEEL SHIM WHERE REQUIRED. SHIM MAY BE SECTION OF ANGLE, CHANNEL, OR STEEL TUBE NOTE: SIMILAR CONDITION EXISTS AT PERIMETER AND CORNERS. NO SCALE 136320-22 5 TYPICAL STEEL BEAM/DECK BEARING AT STEEL COLUMN CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE STEEL BEAM, SEE PLAN SUPPORT BAR #4 x CONT MESH AND SPACING FOR SIZE, QUANTITY, COMPOSITE BEAM NOTES HSA, SEE PLAN AND 1 S602TYP NO SCALE 4288-01 6 TYPICAL STEEL BEAM TO STEEL BEAM CONNECTION STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING #4 x CONT MESH SUPPORT BAR STEEL BEAM, SEE PLAN 1 S602 TYP SIM NO SCALE 137344-01 7 TYPICAL BRACE DETAIL WELD PL 1/4"x5"x0'-5" AT EACH BRACE 3/16 3/16 STEEL BEAM, SEE PLAN HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING#4 x CONT MESH SUPPORT BAR 3/16 L4x4x1/4 BRACE WHERE OCCURS, SEE DETAILS FOR LOCATIONS. SEE 8/S511 FOR TOP CONNECTION AT FLOORS AND 7/S521 FOR CONNECTIONS AT ROOF CONCRETE OVER METAL DECK OR ROOF DECK, SEE PLAN NO SCALE 137600-01 8 TYPICAL BRACE CONNECTION AT STEEL BEAM STEEL BEAM, SEE PLAN CONCRETE OVER METAL DECK, SEE PLAN HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING 3/16 BRACE TO TOP FLANGE OF NEAREST BEAM. SKEW AS REQ'D WELD PL 1/4"x5"x0'-5" AT EACH BRACE, TYP 3/16 3/16 #4 x CONT MESH SUPPORT BAR CONCRETE OVER METAL DECK, SEE PLAN 3/16 WELD PL 1/4"x5"x0'-5" AT EACH BRACE, TYP 3/16 3/16 STEEL BEAM BEYOND, PERPENDICULAR TO BEAMS PARALLEL TO BEAMS SEE PLAN BRACE TO TOP FLANGE OF NEAREST BEAM. SKEW AS REQ'D L4x4x1/4 L4x4x1/4 A A 2 1 NO SCALE 135552-05 9 TYPICAL SLAB EDGE DETAIL STEEL BEAM, SEE PLAN CONCRETE OVER METAL DECK, SEE PLAN HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING 1/4 1-6 #4 x CONT MESH SUPPORT BAR STEEL BEAM, SEE PLAN CONCRETE OVER METAL DECK, SEE PLAN HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING #4 x CONT MESH SUPPORT BAR BENT PL 1/4" x CONT WITH 1/2"DIA DBA (WITH 1" CONC COVER) BEAM WEB STIFFENER BTWN OR PARALLEL TO WIDE FLANGE JOIST AT WIDE FLANGE JOIST (AT OVERHANG ≤ 12") CONCRETE OVER METAL DECK, SEE PLAN STEEL BEAM, SEE PLAN WELD PL 1/4"x5"x0'-5" L4x4x5/16 AT EACH L2x2x1/4 AT EACH EACH END 3/16 3/16 3/16 (AT OVERHANG > 12") BENT PL 1/4" x CONT WITH 1/2"DIA DBA (WITH 1" CONC COVER) AT 24" O.C. BTWN OR PARALLEL TO WIDE FLANGE JOIST 1/4 1-6 1/4 1-6 1/4 1-6 1/4 1/4 1/4 1-6 BENT PL TO STEEL BEAM ANGLE TO STEEL BEAM CONCRETE OVER METAL DECK, SEE PLAN EACH END 3/16 3/16 3/16 BENT PL 1/4" x CONT WITH 1/2"DIA DBA (WITH 1" CONC COVER) AT 24" O.C. AT WIDE FLANGE JOIST 1/4 1/4 1/4 1-6 BENT PL TO STEEL BEAM ANGLE TO STEEL BEAM STEEL BEAM, SEE PLAN (AT OVERHANG ≤ 12") (AT OVERHANG > 12") BRACE BRACE L4x4x5/16 AT EACH L2x2x1/4 AT EACH PERP BEAM PERP BEAM 1/4 1-6 1/4 1-6 CONTRACTOR HAS OPTION TO CHANGE ANY OF THESE WELDS FROM FIELD TO SHOP WELDS AT 24" O.C. BENT PL 1/4" x CONT WITH 1/2"DIA DBA (WITH 1" CONC COVER) AT 24" O.C. BRACE PER 7/S511 AT 6'-0" O.C. MAX U.N.O. (PERP WIDE FLANGE JOIST CAN REPLACE AN ANGLE BRACE) BEAM WEB STIFFENER 3/16 TYP 1 S602 1 S602 SEE ARCH (≤ 12") 1 1/2" SEE ARCH (≤ 12") 1 1/2" 12" TO 28" 24" 12" TO 28" 24" 24" 24" 1 1/2" 1 1/2" NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:14 PM RE X B U R G B R A N C H DE T A I L S S511 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 2101760-00 4 BEAM/DECK BEARING AT CONCRETE WALL CONCRETE OVER METAL FLOOR DECK, SEE PLAN CONCRETE WALL, SEE PLAN AND SCHED 1/4 1/4 EMBED PL 3/8"x10"x0'-4" WITH (2) 3/4"DIA x 6" HSA. SPACE AT 30" O.C. ((2) MIN BETWEEN BEAMS) AT DECK 1/2"DIA x 5" HSA AT 18" O.C. EXTERIOR GRADE, SEE ARCH HAUNCH AT TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 L5x5x5/16 x CONT. WITH 1/2" DIA. x 24" DBA (WITH 1" CONCRETE COVER) AT 24" O.C. NOTE: WALL AND FINISHES NOT SHOWN FOR CLARITY 5" 3. 1 / 2 " NO SCALE 2101888-00 5 BEAM/DECK BEARING AT CONCRETE WALL 1 S603 WITH SHORT HORIZ SLOTS 7 S601 4 S512 SIM AT BEAM CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN 1/2"DIA x 5" HSA AT 18" O.C. CONCRETE WALL, SEE PLAN AND SCHED EXTERIOR GRADE, SEE ARCH HAUNCH AT TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 NOTE: WALL AND FINISHES NOT SHOWN FOR CLARITY NO SCALE 4544-00 6 TYPICAL MOMENT CONNECTION AT CANTILEVERED BEAMS HSA, SEE PLAN AND COMPOSITE BEAM NOTES FOR SIZE, QUANTITY, AND SPACING, TYPICAL CJP CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN #4 x CONT MESH SUPPORT BAR NOTE: COMPLETE WELDING BEFORE POURING CONCRETE. 1 S602 TYP NO SCALE 72192-01 190620_S512-01 1 TYPICAL METAL STUD FRAMING TO DECK BEARING ANGLE ATTACHMENT [STIFF CONNECTION] BENT PLATE 1/4"xREQ'D xCONT METAL STUD WALL, SEE WHERE OCCURS AT CONCRETE FLOORS, SEE 9/S511 (5" MIN ELSEWHERE) 1/4 SUPPORTING1/4 1-6 1-6 BENT PL TO STRUCTURE NOTE: REFER TO SPECIFIC DETAILS FOR ORIENTATION OF VERTICAL LEG OF BENT PLATE PLAN AND DETAILS AT 6" STUDS USE STIFF CLIP LB600 OR APPROVED EQUAL AT EACH STUD WITH (4) #12 STS TO STUD AND (3) 3/16"DIA PAF TO PLATE 5" A T R O O F O R FL O O R S L A B D E P T H REQ'D NO SCALE 72192-02 190620_S512-02 2 TYPICAL METAL STUD FRAMING TO DECK BEARING ANGLE ATTACHMENT [SLIP CONNECTION] WHERE OCCURS AT CONCRETE FLOORS, SEE 9/S511 (5" MIN ELSEWHERE) AT 6" STUDS USE TSN VERTI CLIP SLB600 OR APPROVED EQUAL AT EACH STUD WITH (2) #12 SCREWS IN PROVIDED BUSHINGS AT STUDS AND (2) 3/16"DIA PAF AT PLATE BENT PLATE 1/4"xREQ'D xCONT 1/4 SUPPORTING1/4 1-6 1-6 BENT PL TO STRUCTURE METAL STUD WALL, SEE PLAN AND DETAILS NOTE: REFER TO SPECIFIC DETAILS FOR ORIENTATION OF VERTICAL LEG OF BENT PLATE 5" A T R O O F O R FL O O R S L A B D E P T H REQ'D NO SCALE 203392-01 190620_S512-03 3 TYPICAL METAL STUD FRAMING TO DECK BEARING ANGLE ATTACHMENT STEEL BEAM, SEE PLAN NOTE: FLOOR/ROOF FRAMING NOT SHOWN STIFFCLIP 'LS' x REQ'D AT EACH STUD WITH (2) PAF AT STEEL BEAM AND (2) #12 STS INTO STUD METAL STUD WALL, SEE PLAN AND DETAILS SEE ARCH NO SCALE 190620_S512-07 7 HAUNCH DETAIL 2'- 0 " 8" 3" CL R 6" 6" 6 " CONCRETE WALL, SEE PLAN AND SCHED 2x6 BLOCKOUT WITH LENTON FROM SAVER AT EACH #4 AT 9" O.C. #4 BAR AT 9" O.C. (3)xCONT BARS TO MATCH HORIZONTAL REINFORCING #4 BAR AT 9" O.C. 1 1 HAUNCH ALTERNATIVE: CONTRACTOR IS PERMITTED TO INCREASE WALL THICKNESS AS NEEDED TO ACCOMMODATE EXTERIOR FINISHES PER ARCH. SEE S601 FOR REINFORCING REQUIREMENTS. NO SCALE 8 FLOOR SLAB AT VENEER CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN AT CHANNEL SUPPORT VENEER, SEE ARCH STEEL BEAM, WHERE OCCURS CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN 6x18GA. METAL STUDS (600S162-43) AT 16" O.C. AT WINDOW ABOVE AND BELOW VENEER, SEE ARCH SEE ARCH GLAZING, SEE ARCH STEEL BEAM, WHERE OCCURS GLAZING, SEE ARCH 1/4"x5"xCONT PLATE BTWN STUD AND TRACK AT CURTAIN WALL LOCATIONS. SEE ARCH DRAWINGS GALVANIZED L7x4x3/8 (LSH) NOTE: AT CURTAIN WALL, CONTINUOUS ANGLE GETS INTERRUPTED BY CHANNEL AND WELD PLATE PL TO DECK ANGLE 1/4 1/4 ANGLE TO BENT PL 1-6 1/4 1-6 GALVANIZED L7x4x3/8 (LLH) AT CURTAIN WALL LOCATIONS, SEE ARCH 6x18GA. METAL STUDS (600S162-43)AT 16" O.C. 1 S602 9 S511 1 S602 9 S511 3 S602 9 S511 BRACE AT 6'-0" O.C. MAX (UNO) 9 S511 BRACE AT 6'-0" O.C. MAX (UNO) 1 S512 1 S512 3 S512 1 S512 3 S512 NO SCALE 190620_S512-09 9 FOLDING DOOR SUPPORT DETAIL SEE DOOR SUPPLIER 1/2" MIN PERPENDICULAR TO FLOOR BMS A A L3x3x1/4 KICKER AT BEAM LOCATION 4x4x1/4" WELD STEEL BEAM, SEE PLAN CONCRETE OVER METAL DECK, SEE PLAN MC18x42.7 CHANNEL 3/16 TYP3/16 3/16 TYP TYP 3/16 3/16 A-A HANGER BRACKET AND RODS BY DOOR SUPPLIER PLATE, TYP. 1 1 (RADIUS AS REQ'D) SEE PLAN NO SCALE 190620_S512-10 10 FLOOR SLAB EDGE DETAIL AT EXTERIOR WALL (EIFS - SLAB EDGE < 12") 1.1/2"1.1/2" SEE ARCH <12" SEE ARCH <12" SEE ARCH <12" SEE ARCH <12" 9 S511 9 S511 9 S511 9 S511 3 S512 1 S511 3 S512 2 S512 3 S512 2 S512 1 S512 3 S512 1 S512 3 S512 9 S511 1 S602 1 S602 1 S6022 S512 CONCRETE OVER METAL DECK, SEE PLAN EXTERIOR SHEATHING, SEE ARCH STUDS AT 16" O.C. 6"x18 GA (600S162-43) TOP OF WINDOW 6"x16 GA (600T125-54) x CONT TRACK GLAZING, SEE ARCH GLAZING, SEE ARCH AT PERPENDICULAR BEAM AT WINDOWS STEEL BEAM, SEE PLAN CONCRETE OVER METAL DECK, SEE PLAN EXTERIOR SHEATHING, SEE ARCH STUDS AT 16" O.C. 6"x18 GA (600S162-43) SEE ARCH FOR WALL GLAZING, SEE ARCH SEE ARCH FOR WALL FINISH AT TYPICAL WALL CONDITION CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN AT PERPENDICULAR BEAM CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN AT COLUMN CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE BRACE PER 9/S511 AT 6'-0" O.C. MAX U.N.O. WALL SHEATHING, SEE ARCH 6x18GA. METAL STUDS (600S162-43) AT 16" O.C. WALL SHEATHING, SEE ARCH WALL SHEATHING, SEE ARCH B.O. WINDOW SEE ARCH SEE ARCH FOR WALL FINISH SEE ARCH FOR WALL FINISHSEE ARCH FOR WALL FINISH TOP OF WINDOW GLAZING, SEE ARCH 6"x16 GA (600T125-54) x CONT TRACK STEEL BEAM, SEE PLAN 6x18GA. METAL STUDS (600S162-43) AT 16" O.C. 6x18GA. METAL STUDS (600S162-43) AT 16" O.C. 6"x16 GA (600T125-54) x CONT TRACK BRACE PER 9/S511 AT 6'-0" O.C. MAX U.N.O. AT TYPICAL CLADDING POPOUT 6"x16 GA (600T125-54) x CONT TRACK B.O. WINDOW SEE ARCH B.O. WINDOW SEE ARCH FINISH NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:15 PM RE X B U R G B R A N C H DE T A I L S S512 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 190620_S513-01 1 CANOPY CORNER CONDITION ALL SIDES NO SCALE 190620_S513-02 2 CANOPY AT WIND GIRT WIND GIRT, SEE PLAN GLAZING, SEE ARCH GLAZING, SEE ARCH METAL ROOF DECK, SEE GSN L4x4x1/4"xCONT. ANNGLE AT DECK BEARING 1/4 3-12 NO SCALE 190620_S513-03 3 CANOPY COLUMN AT FLOOR PROVIDE BOTTOM FLANGE BRACING AT COLUMN ATTACHMENT SEE 7/S511 L4x2x1/4" LLV ANGLE ON EACH SIDE OF COLUMN EXTERIOR WALL, SEE ARCH COLUMN PER PLAN AND SCHEDULE STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN 3/16 3/16 3/16 3/16 NO SCALE 190620_S513-04 4 CANOPY COLUMN AT STAIR LANDING 9 S511 L4x2x1/4" LLV ANGLE ON EACH SIDE OF COLUMN EXTERIOR WALL, SEE ARCH COLUMN PER PLAN AND SCHEDULE STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN 3/16 3/16 3/16 CONCRETE OVER METAL FLOOR DECK, SEE PLAN 3/16 BOTH SIDES OF COLUMN BOTH SIDES OF COLUMN NO SCALE 190620_S513-05 5 CANOPY BEAM TO CANOPY BEAM METAL ROOF DECK, SEE GSN CANOPY BEAM, SEE PLAN BENT PLATE, SEE 6/S521 1/4 1/4 NO SCALE 190620_S513-06 6 COLUMN BRACING AT FOUNDATION WALL 1 S602 EMBED AND DECK ANGLE, SEE 4/S512. FLOOR DECK NOT SHOWN FOR CLARITY. L3x3x1/4" ANGLE ON BOTH SIDES OF COLUMN STEEL COLUMN, SEE PLAN AND SCHEDULE FLOOR BEAM, SEE PLAN PLAN VIEW NO SCALE TYPICAL STAIR FRAMING DETAIL7 190620_S513-07 1" STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN PLATE AT CHANNEL 1/4" THICK STIFFENER STAIR STRINGER, SEE PLAN AND ARCH USE STAIR PAN FOR POUR STOP, SEE ARCH STAIR PANS, SEE ARCH 3/16 (3) SIDES3/16 1/4 TYPICAL 1/4 1/4" THICK CLOSURE PLATE NO SCALE TYPICAL STAIR FRAMING DETAIL8 190620_S513-08 3" TYP STEEL TUBE, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN DASHED LINE INDICATES STAIR STRINGER BEYOND, SEE PLAN (STAIR PANS NOT SHOWN) STAIR STRINGER, SEE PLAN (COPE AROUND STEEL BEAM AS REQ'D, SEE ARCH) USE STAIR PAN FOR POUR STOP, SEE ARCH STAIR PANS, SEE ARCH 1/4 1/4 1/4 1/4 3 3 1/4" THICK CLOSURE PL NO SCALE 190620_S513-09 9 TYPICAL STAIR FRAMING DETAIL 3" TYP 3" TYP L5x3x1/4 (LLH) DECK BEARING ANGLE STAIR PANS, SEE ARCH STAIR STRINGER, SEE PLAN AND ARCH CONCRETE OVER METAL FLOOR DECK C.J.P. SECTION A-A 3/16 3/16 3/12 3/12 STAIR STRINGER, SEE PLAN AND ARCH A A STAIR PANS, SEE ARCH STAIR STRINGER, SEE PLAN AND ARCH C.J.P. STEEL TUBE, SEE PLAN NO SCALE 190620_S513-10 10 TYPICAL STAIR FRAMING DETAIL STAIR STRINGER, SEE PLAN AND ARCH STEEL BEAM, SEE PLAN CONCRETE OVER METAL FLOOR DECK, SEE PLAN 1/4 NO SCALE 190620_S513-11 . 11 LANDING DETAIL AT COLUMN CONNECTION STEEL COLUMN, SEE PLAN AND SCHEDULE STAIR STRINGER, L3x3x1/4xCONT WITH 1/4" STIFFENER 1/4 1/4 TYP SEE PLAN TOP AND BOTTOM STAIR STRINGER FRMAING INTO SIDE OF COLUMN STAIR STRINGER FRMAING INTO FACE OF COLUMN 1/4 1/4 STEEL COLUMN BEYOND, SEE PLAN AND SCHED STAIR STRINGER, SEE PLAN NO SCALE 190620_S513-12 12 TYPICAL CAULKED JOINT IN VENEER 3/8" CALKED JOINT AT SUPPORT ANGLE WITH BACKER ROD L7x4x3/8 (LLH)xCONT GALVANIZED ANGLE SAW-CUT 3/8" OUT OF MASONRY AROUND SUPPORTIVE ANGLE INTERUPT INSULATION AND SHEATHING AT GALVANIZED SUPPORT ANGLE, SEE DETAILS MASONRY WALL, SEE PLAN AND SCHEDULE VENEER, SEE ARCH NO SCALE 190620_S513-13 13 FLOOR SLAB EDGE DETAIL AT EXTERIOR WALL (RAINSCREEN - SLAB EDGE < 12") AT PERPENDICULAR BEAM AT WINDOWS STEEL BEAM, SEE PLAN CONCRETE OVER METAL DECK, SEE PLAN EXTERIOR SHEATHING, SEE ARCH STUDS AT 16" O.C., TYP 6"x16GA (600S162-54) GLAZING, SEE ARCH SEE ARCH FOR WALL FINISH AT PERPENDICULAR BEAM CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN AT COLUMN CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE WALL SHEATHING, SEE ARCH WALL SHEATHING, SEE ARCH SEE ARCH FOR WALL FINISH SEE ARCH FOR WALL FINISH TOP OF WINDOW GLAZING, SEE ARCH 6"x16 GA (600T125-54) x CONT TRACK 6x16GA. METAL STUDS (600S162-54) AT 16" O.C. 6x16GA. METAL STUDS (600S162-54) AT 16" O.C. 6"x16 GA (600T125-54) x CONT TRACK BRACE PER 9/S511 BETWEEN EACH PERP BEAM OR AT 6'-0" STEEL BEAM, WHERE OCCURS BRACE PER 9/S511 BETWEEN EACH PERP BEAM OR AT 6'-0" O.C. MAX U.N.O. STEEL BEAM, WHERE OCCURS O.C. MAX U.N.O. (4) #12 STS, TYP(4) #12 STS, TYP (4) #12 STS, TYP 9 S511 1 S602 9 S511 1 S602 9 S511 2 S512 2 S512 2 S512 3 S512 1 S602 1.1/2" SEE PLAN <12" SEE PLAN <12" NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:15 PM RE X B U R G B R A N C H DE T A I L S S513 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 190620_S514-01 1 EXTERIOR FOUNDATION WALL DETAIL AT METAL STUD WALL WITH BRICK EXTERIOR GRADE, SEE ARCH x CONT TRACK W/ 3/16"DIA POWDER-ACTUATED FASTENER AT 16" O.C. WALL FINISH, SEE ARCH 6" x 18 GA (600S162-43) STUDS AT 16" O.C. AT WINDOW- BTWN POSTS GLAZING, SEE ARCH CONCRETE SLAB ON GRADE, SEE PLAN AT WINDOW AT POST 6"x 18 GA (600T125-43) - STAGGERED U.N.O. C6x8.2xCONT AT OPENING WALL BEYOND GLAZING, SEE ARCH C6x8.2xCONT 1/4 SHAPE TOP OF EA STUD AS REQ'D TO FIT IN C6x8.2 CLIP EA STUD TO UNDER SIDE OF C6x8.2 SHAPE TOP OF EA HSS AS REQ'D TO FIT IN C6x8.2 CLIP EA STUD TO UNDER SIDE OF C6x8.2 3/16 AT GLAZING TO FOUNDATION GLAZING, SEE ARCH 1.1/2"DIA HOLE-TYP L7x4x3/8 (LLH)xCONT WINDOW SUPPORT ANGLE L7x4x3/8 (LLH)xCONT WINDOW SUPPORT ANGLE CUT BRICK AS REQ'D TO ACHIEVE 1/2" GAP BELOW ANGLE CUT BRICK AS REQ'D TO ACHIEVE 1/2" GAP BELOW ANGLE HSS5x5x3/16 SPACED AT 9'-0" O.C. MAX (EQUALLY SPACED BETWEEN GRIDS) 1"x5.1/2"x0'-11" BASE PLATE WITH (4) 1/2" THREADED ROD W/ 1/4"x1"x1" WASHER AND BOLT ASSEMBLY (6" EMBED) 3/16 ANGLE TO CHANNEL TYP 3/16 3-12 3-12 3/16 3/16 ANGLE TO CHANNEL TYP 3/16 3-12 3-12 (GALVANIZED) (GALVANIZED) CONCRETE SLAB ON GRADE, SEE PLAN #4 DOWEL x 3'-6" AT 18" O.C.24" 18" CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" EXTERIOR GRADE, SEE ARCH EXTERIOR GRADE, SEE ARCH x CONT TRACK W/ 3/16"DIA POWDER-ACTUATED FASTENER AT 16" O.C. AT COLUMN GLAZING, SEE ARCH 6"x 18 GA (600T125-43) - STAGGERED U.N.O. SHAPE TOP OF EA STUD AS REQ'D TO FIT IN C6x8.2 CLIP EA STUD TO UNDER SIDE OF C6x8.2 L7x4x3/8 (LLH)xCONT WINDOW SUPPORT ANGLE CUT BRICK AS REQ'D TO ACHIEVE 1/2" GAP BELOW ANGLE (GALVANIZED) CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" EXTERIOR GRADE, SEE ARCH CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" EXTERIOR GRADE, SEE ARCH CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" 4,5 S512 4,5 S512 4,5 S512 4,5 S512 4,5 S512 11 " 5.1/2" 1 1 / 2 " 1 1/2" 1/4" 1 1 / 2 " NO SCALE 2 EXTERIOR FOUNDATION WALL DETAIL AT METAL STUD WALL WITH EIFS EXTERIOR SLAB OR GRADE, SEE ARCH x CONT TRACK W/ 3/16"DIA POWDER-ACTUATED FASTENER AT 16" O.C. WALL FINISH, SEE ARCH 6" x 18 GA (600S162-43) STUDS AT 16" O.C. AT WINDOW- BTWN POSTS GLAZING, SEE ARCH AT WINDOW AT POST 6"x 18 GA (600T125-43) - STAGGERED U.N.O. AT OPENING #4 DOWEL x 3'-6" AT 18" O.C.24" 18" WALL BEYOND GLAZING, SEE ARCH 1/4 1.1/2"DIA HOLE-TYP STEEL COLUMN, SEE PLAN AND SCHEDULE HSS5x5x3/16 SPACED AT 9'-0" O.C. MAX (EQUALLY SPACED BETWEEN GRIDS) AT COLUMN EIFS, SEE ARCH EXTERIOR SLAB OR GRADE, SEE ARCH GLAZING, SEE ARCH EIFS, SEE ARCH 6" x 18 GA (600S162-43) STUDS AT 16" O.C. EIFS, SEE ARCH EIFS, SEE ARCH CONC FOUNDATION WALL, SEE PLAN AND SCHED CONC FOUNDATION WALL, SEE PLAN AND SCHED CONCRETE OVER METAL FLOOR DECK, SEE PLAN CONCRETE WALL, SEE PLAN AND SCHED 1/4 1/4EXTERIOR GRADE, SEE ARCH HAUNCH AT TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 CONCRETE OVER METAL FLOOR DECK, SEE PLAN CONCRETE WALL, SEE PLAN AND SCHED 1/4 1/4 1/2"DIA x 5" HSA AT EXTERIOR GRADE, SEE ARCH HAUNCH AT TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 CONCRETE OVER METAL FLOOR DECK, SEE PLAN CONCRETE WALL, SEE PLAN AND SCHED HAUNCH AT TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 CONCRETE OVER METAL FLOOR DECK, SEE PLAN CONCRETE WALL, SEE PLAN AND SCHED 1/4 1/4 1/2"DIA x 5" HSA AT 18" O.C. EXTERIOR GRADE, SEE ARCH HAUNCH AT TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 18" O.C. CONC FOUNDATION WALL, SEE PLAN AND SCHED CONC FOUNDATION WALL, SEE PLAN AND SCHED 4,5 S512 4,5 S512 4,5 S512 11 " 5.1/2" 1 1 / 2 " 1 1/2" 1/4" 1 1 / 2 " 5" 3. 1 / 2 " 5" 3. 1 / 2 " 5" 3. 1 / 2 " 5" 3. 1 / 2 " NO SCALE 190620_S514-03 3 EXTERIOR FOUNDATION WALL DETAIL AT METAL STUD WALL WITH RAINSCREEN x CONT TRACK W/ 3/16"DIA POWDER-ACTUATED FASTENER AT 16" O.C. WALL FINISH, SEE ARCH 6" x 18 GA (600S162-43) STUDS AT 16" O.C. AT WINDOW- BTWN POSTS GLAZING, SEE ARCH AT WINDOW AT POST 6"x 18 GA (600T125-43) - STAGGERED U.N.O. C6x8.2xCONT CONCRETE SLAB ON GRADE, SEE PLAN SEE PLAN AND SCHED AT OPENING #4 DOWEL x 3'-6" AT 18" O.C.24" 18" WALL BEYOND GLAZING, SEE ARCH C6x8.2xCONT 1/4 SHAPE TOP OF EA STUD AS REQ'D TO FIT IN C6x8.2 CLIP EA STUD TO UNDER SIDE OF C6x8.2 SHAPE TOP OF EA HSS AS REQ'D TO FIT IN C6x8.2 CLIP EA STUD TO UNDER SIDE OF C6x8.2 3/16 1.1/2"DIA HOLE-TYP L7x4x3/8 (LLH)xCONT WINDOW SUPPORT ANGLE L7x4x3/8 (LLH)xCONT WINDOW SUPPORT ANGLE CONCRETE SLAB ON GRADE, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE CONCRETE BLOCKOUT EXTERIOR SLAB OR GRADE, SEE ARCH PROVIDE BLOCKOUT IN FOUNDATION WALL AS REQ'D FOR COL AND BASE PLATE, TYP HSS5x5x3/16 SPACED AT 9'-0" O.C. MAX (EQUALLY SPACED BETWEEN GRIDS) 1"x5.1/2"x0'-11" BASE PLATE WITH (4) 1/2" THREADED ROD W/ 1/4"x1"x1" WASHER AND BOLT ASSEMBLY (6" EMBED) 3/16 ANGLE TO CHANNEL TYP 3/16 3-12 3-12 3/16 3/16 ANGLE TO CHANNEL TYP 3/16 3-12 3-12 (GALVANIZED) (GALVANIZED) 6" x 18 GA (600S162-43) STUDS AT 16" O.C. GLAZING, SEE ARCH L7x4x3/8 (LLH)xCONT WINDOW SUPPORT ANGLE (GALVANIZED) AT COLUMN RAINSCREEN SYSTEM RAINSCREEN SYSTEM RAINSCREEN SYSTEM CONC FOUNDATION WALL, SEE PLAN AND SCHED CONC FOUNDATION WALL, SEE PLAN AND SCHED EXTERIOR GRADE, SEE ARCH HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" EXTERIOR GRADE, SEE ARCH AT WINDOW- BTWN POSTS CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5" EXTERIOR GRADE, SEE ARCH CONC FOUNDATION WALL, SEE PLAN AND SCHED HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 5"5" HAUNCH TOP OF WALL TO ACCOMMODATE EXTERIOR FINISHES PER ARCH, SEE 7/S512 4,5 S512 4,5 S512 4,5 S512 4,5 S512 11 " 5.1/2" 1 1 / 2 " 1 1/2" 1/4" 1 1 / 2 " NO SCALE 190620_S514-04 2278913-01 4 RECESSED SLAB AT REVOLVING DOOR 7 S601 TYPICAL TOP OF SLAB BEYOND RECESSED SLAB AT DOOR CONCRETE SLAB ON GRADE, SEE PLAN T.O.C. = 99'-10" VARIFY WITH ARCH STEEL BEAM, SEE PLAN CONCRETE WALL, SEE PLAN AND SCHED 1/2"x3.1/2" HSA AT 18" O.C. EXTENDED VERTICAL LEG DOWNWARD AT DROPPED TOP OF WALL BETWEEN BEAMS 4" 2 " NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:16 PM RE X B U R G B R A N C H DE T A I L S S514 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 1 TYPICAL ROOF OPENING DETAIL [PLAN VIEW] 133249-00 190620_S521-01 133153-00 OPENING SEE ARCH/MECH OPTION B NOTES: 1. SEE DETAIL 3/S521 FOR OPENINGS LESS THAN 12" IN DIAMETER. 2. 3. SEE TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAIL(S) FOR FRAMES UNDER MECHANICAL UNITS. ROOF DECK TO BE WELDED TO ANGLE FRAMING. TRIM VERTICAL LEG AT JOIST STEEL BEAM, SEE PLANS L5x3x1/4 (LLV) x 0'-6" TYP. CONTRACTOR MAY USE OPTION B IF DESIRED ANGLE FRAME L5x3x1/4 (LLV) 3/16 TYP TYP 3/16 3/16 3/16 TYP3/16 A A SECTION A-A NO SCALENO SCALE [PLAN VIEW]NO SCALE2TYPICAL ROOF DRAIN SUPPORT DETAIL 190620_S521-02 133249-02 OPEN OPEN OPEN OPEN TRIM VERTICAL LEG AT JOIST 3/16 TYP3/16 STEEL BEAM, SEE PLANS A A A A 3/16 TYP 3/16 TYP TYP 3/16 3/16 TYP 3/16 3/16 ANGLE FRAME L3x3x1/4, TYP ANGLE FRAME L3x3x1/4, TYP L3x3x1/4 x 0'-6" TYP. CONTRACTOR MAY USE OPTION B IF DESIRED L3x3x1/4 x 0'-6" TYP. CONTRACTOR MAY USE OPTION B IF DESIRED OPTION B SECTION A-A 2049-00 3 TYPICAL PIPE SLEEVE THROUGH ROOF DECK PIPE SLEEVE 18 GA PLATE WITH #10 SHEET METAL SCREWS AT 6" O.C. EACH WAY METAL ROOF DECK PLAN VIEW 36" SQ. < 12"DIA 24" SQ. ≤ 8"DIA 12" SQ. ≤ 4"DIA NO SCALE 133250-00 190620_S521-04 4 TYPICAL HANGING MECHANICAL UNIT SUPPORT DETAIL L5x3x1/4 (LLV) METAL ROOF DECK SPACER PLATE HANGING ROD, SEE MECH STEEL BEAM, SEE PLAN NOTE: WHERE MECHANICAL UNIT WEIGHS LESS THAN 300 lbs. USE 'UNISTRUT' TO SUPPORT THE UNIT INSTEAD OF L5x3x1/4. STEEL BEAM, SEE PLAN 3/16 TYP L2x2x3/16 ANGLE BRACE FROM ANGLE TO TOP FLANGE SEE DETAIL ____ SIM NO SCALE 5 TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAIL [PLAN VIEW] 133249-00 190620_S521-05 OPEN STEEL BEAMS, SEE PLANS L6x4x5/16 (LLV) x 1'-0" ANGLE FRAME L6x4x5/16 (LLV) UNDER CURB, TYP 3/16 TYP TYP 3/16 3/16 WHERE MECH UNIT SPANS TWO JOIST SPACES, TRIM HORIZ LEG OF L6x4s L3x3x1/4 AROUND DUCT OPENING NOTES: 1. WHERE THE MECHANICAL UNIT WEIGHS LESS THAN 700 lbs, THE L6x4 SUPPORT ANGLES MAY BE CHANGED TO L5x3x1/4. 2. SOLID BLOCK THE FLUTES OF THE STEEL DECK UNDER THE CURB OF THE MECHANICAL UNIT. THIS MAY BE DONE WITH A 3. ROOF DECK TO BE WELDED TO ANGLE FRAMING. HSS1.1/2x1.1/2x3/16 x 0'-4" TACK WELDED TO THE STEEL DECK OR WITH SOLID BLOCKING CONNECTED TO THE STEEL DECK.SECTION A-A A A - TYPICAL CURB DIM SEE ARCH/MECH SE E AR C H / M E C H NO SCALE __/____ 6 TYPICAL DECK EDGE DETAIL 190620_S521-06 133504-01 STEEL BEAM, SEE PLAN 1/4 1-6 BENT PL 1/4" x CONT STEEL BEAM, SEE PLAN BEAM WEB STIFFENER TYPICAL CONDITION AT BEAMS STEEL BEAM, SEE PLAN WELD PL 1/4"x4"x0'-4" L4x4x5/16 AT EACH L2x2x1/4 AT EACH EACH END 3/16 3/16 3/16 (AT OVERHANG > 12") BENT PL 1/4" x CONT TYPICAL CONDITION 1/4 1-6 1/4 1-6 1/4 1-6 1/4 1/4 1/4 1-6 BENT PL TO STEEL BEAM ANGLE TO STEEL BEAM BEAM WEB STIFFENER EACH END 3/16 3/16 3/16 AT BEAMS 1/4 1/4 1/4 1-6 BENT PL TO STEEL BEAM ANGLE TO STEEL BEAM STEEL BEAM, SEE PLAN (AT OVERHANG < 12") (AT OVERHANG > 12") BACK BRACE, SEE PLAN BACK BRACE. L4x4x5/16 AT EACH L2x2x1/4 AT EACH PERP BEAM, SEE PLAN BACK BRACE. 1/4 1-6 1/4 1-6 METAL ROOF DECK METAL ROOF DECK BENT PL 1/4" x CONT BENT PL 1/4" x CONT METAL ROOF DECK METAL ROOF DECK BRACE PER 7/S521 AT 6'-4" O.C. MAX U.N.O. (PERP WIDE FLANGE JOIST CAN REPLACE A BRACE.) 1/4 (AT OVERHANG < 12") 5" 5" 1/4 1-6 1/4 1-6 1 S602 1 S602 SEE ARCH 12" TO 36" 12" TO 36" 5" 5" 5" 5" <12" SEE ARCH <12" NO SCALE 7 BRACE CONNECTION DETAIL AT STEEL BEAM 190620_S521-07 2178-03 METAL ROOF DECK STEEL BEAM, SEE PLAN PL 1/4"x5"x0'-5" 1/4 AT EA BRACE L4x4x1/4 BRACE TO TOP FLANGE OF NEAREST BEAM. SKEW AS REQ'D NO SCALE 8 STEEL BEAM BEARING AT STEEL BEAM 190620_S521-08 133248-00 METAL ROOF DECK STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN 1 S602 NO SCALE 9 TYPICAL STEEL BEAM BEARING AT STEEL COLUMN 190620_S521-09 138368-04 1 S602 3-SIDES 1/4 1/4 1/4 4 4 STEEL CAP PLATE, SEE COL SCHEDULE BEAM WEB STIFFENER OR BEAM WEB CONNECTION PLATE, EACH SIDE STEEL BEAM, SEE PLAN STEEL COLUMN, SEE PLAN AND SCHEDULE BEAM DOES NOT CONTINUE AT SIM NO SCALE 10 TOP OF COLUMN BRACING 190620_S521-10 138368-04 1 S602 1 S602 1/4 STEEL CAP PLATE, SEE COL SCHEDULE STEEL COLUMN, SEE PLAN AND SCHEDULE METAL ROOF DECK STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN NO SCALE 190620_S521-11 190620_S521-11 11 EDGE DETAIL AT ROOF AT RAINSCREEN 1 S512 3 S512 6 S521 1 S602 1 S512 3 S512 6 S521 1 S602 SEE ARCH SEE ARCH 6"x16GA (600T125-54) x CONT BOTTOM TRACK 6"x18GA (600T125-43) x CONT TOP TRACK 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL EXTERIOR SHEATHING, SEE ARCH STEEL BEAM, SEE PLAN METAL ROOF DECK GLAZING, SEE ARCH AT GLAZING AT WIDE FLANGE BEAM - TYP BRACE PER 6/S521 RAINSCREEN, SEE ARCH STEEL BEAM, SEE PLAN T.O. WINDOW (4) #12 STS TYP 6"x16GA (600T125-54) x CONT BOTTOM TRACK 6"x18GA (600T125-43) x CONT TOP TRACK 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL EXTERIOR SHEATHING, SEE ARCH STEEL BEAM, SEE PLAN METAL ROOF DECK GLAZING, SEE ARCH AT STUD POP OUT - TYP BRACE PER 6/S521 RAINSCREEN, SEE ARCH STEEL BEAM, SEE PLAN T.O. WINDOW (4) #12 STS TYP NOTE: PROVIDE SLIP CLIP AT FULL HEIGHT STUD PER DETAIL 2/S512 NO SCALE 190620_S521-12 12 EDGE DETAIL AT ROOF AT EIFS 1 S512 1 S512 SEE ARCH 6"x16GA (600T125-54) x CONT BOTTOM TRACK 6"x18GA (600T125-43) x CONT TOP TRACK 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL EXTERIOR FINISH, SEE ARCH EXTERIOR SHEATHING, SEE ARCH 1/4"xCONT BENT PLATE TOP AND BOTTOM OF BEAM (5" VERTICAL LEG) STEEL BEAM, SEE PLAN WELD PL 1/4"x4"x0'-4" AT EACH KICKER METAL ROOF DECK 3/16 3/16 1/4 KICKER TO PLATE 3/16 3/16 3/16 GLAZING, SEE ARCH AT GLAZING AT WIDE FLANGE BEAM 3-12 3-12 3-12 3-12 T.O. WINDOW - TYP. AT CURTAIN WALL USE 6"x14GA (600T162-62) SEE 7/S521 FOR TOP CONNECTION L3x3x1/4 KICKER @ 6'-0" O.C. WHEN PARALLEL TO DECK OR CENTERED BTWN JOISTS WHEN PERP TO DECK NOTE: PERPENDICULAR WIDE FLANGE (WHERE OCCURS) IS NOT SHOWN, SEE PLAN. CONNECT PER 1/S602. EMBED A PL 1/4"x5"xCONT BTWN B.O. STUD AND TRACK AT CURTAIN WALL NOTE: PROVIDE SLIP CLIP AT FULL HEIGHT STUD PER DETAIL 2/S512 NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:16 PM RE X B U R G B R A N C H DE T A I L S S521 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 190620_S522-01 1 METAL STUDS AT ROOF METAL ROOF DECK STEEL BEAM, SEE PLAN 600S200-54 METAL STUDS AT 16" O.C. #12 SMS EACH SIDE EACH STUD MC12X31 #12 AT 8" O.C. STAGGERED 6"x16GA (600T125-54) x CONT. TRACK BEAM WEB STIFFENER, EA SIDE 7/16" PLYWOOD WALL SHEATHING WITH #10 SCREWS AT 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD BLOCK ALL PANEL EDGES CONTINUOUS 3/16 3/16 3 3 NO SCALE 190620_S522-02 2 METAL STUDS PERPENDICULAR TO ROOF DECK 5/8" PLYWOOD ROOF SHEATING WITH #10 SCREWS AT 4" O.C. AT PANEL EDGES AND 12" O.C. FIELD LIGHT GAUGE JOISTS AT UPPER ROOF, SEE PLAN 600S200-54 STUDS AT 16" O.C. 7/16" PLYWOOD WALL SHEATHING WITH #10 SCREWS AT 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD BLOCK ALL PANEL EDGES (4) #12 SCREWS AT EACH STUD 800T150-43 TRACK AT TOP OF STUD 600T125-54 METAL STUD FASCIA NO SCALE 190620_S522-03 3 ROOF DECK AT VENEER AT WINDOW BELOW METAL ROOF DECK STEEL BEAM, SEE PLAN STEEL BEAM, WHERE OCCURS , SEE PLAN VENEER, SEE ARCH GLAZING, SEE ARCH FULL HEIGHT STUD METAL ROOF DECK STEEL BEAM, SEE PLAN STEEL BEAM, WHERE OCCURS , SEE PLAN 1/4"x5"xCONT PLATE BTWN STUD AND TRACK AT CURTAIN WALL LOCATIONS. SEE ARCH DRAWINGS TOP OF WINDOW SEE ARCH 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL 6 S521 1 S602 6 S521 1 S602 3 S602 6 S521 BRACE AT 6'-0" O.C. MAX (UNO) 6 S521 BRACE AT 6'-0" O.C. MAX (UNO) 1 S512 3 S512 3 S512 2 S512 NO SCALE 4224-26 190620_S522-04 4 FLOOR JOIST AT STEEL BEAM METAL JOIST, SEE PLAN SIMPSON 'S/LBV' HANGER - TYPICALSTEEL BEAM, SEE PLAN JOIST WEB STIFFENER 3x CONT NAILER WITH 1/2"DIA REDUCED BASE STUDS AT 24" O.C. -STAGGEREDROOF SHEATHING, SEE SCHEDULE STEEL JOIST, SEE PLAN 1.1/2"x1.1/2"x0'-4" x 33mil (20GA) CLIP WITH (2) #10 SCREWS INTO BLOCKING AND (2) #10 SCREWS INTO JOIST FULL HEIGHT 33mil (20GA) BLOCKING AT 48" O.C. NO SCALE 190620_S522-05 5 TUBE STEEL BEARING AT METAL STUDS BLOCKING TRACK PER 4/S522 TOP OF WALL CONDITION PER 4/S522 ROOF SHEATHING, SEE SCHEDULE 600S200-43 STUDS AT 16" O.C. FULL-HEIGHT KING STUDS ON EACH SIDE OF TUBE STEEL BEAM (3) BEARING STUDS BELOW TUBE STEEL BEAM STEEL BEAM, SEE PLAN NO SCALE 190620_S522-07 8 FLOOR SLAB EDGE DETAIL AT EXTERIOR WALL 9 S511 1 S602 2 S512 9 S511 12 S513 SEE ARCH <12" SEE ARCH <12" 1.1/2" NO SCALE AT PERPENDICULAR BEAM CONCRETE OVER METAL FLOOR DECK, SEE PLAN STEEL BEAM, SEE PLAN WALL SHEATHING, SEE ARCH SEE ARCH FOR WALL FINISH 6x16GA. METAL STUDS (600S162-54) AT 16" O.C., TYP BRACE PER 9/S511 BETWEEN EACH PERP BEAM OR AT 6'-0" STEEL BEAM, WHERE O.C. MAX U.N.O. (4) #12 STS, TYP VENEER, SEE ARCH GLAZING, SEE ARCH GLAZING, SEE ARCH 6"X16 GA (600T125-54) x CONT TRACK CONCRETE OVER METAL DECK, SEE PLAN 1/4 STARTS AND STOPS AND TYP 1/4 TOP OF WINDOW AT 6'-0" O.C. MAX BTWN SUPPORT WHERE VENEER HSS 6x6x3/16 VENEER BRACE PER 9/S511 AT EACH HSS SUPPORT WALL SHEATHING, SEE ARCH 1/4"x8" LONG BENT PLATE (5" VERT LEG) WITH 1/4" STIFFENER PLATE AT EACH HSS SUPPORT PL 3/8"x6"x0'-4" AT EACH SIDE OF EACH STEEL TUBE SUPPORT TOP AND BOTTOM OCCURS AT HSS STEEL SUPPORT VENEER, SEE ARCH 190620_S522-08 8 EDGE DETAIL AT ROOF AT EIFS 6"x16GA (600T125-54) x CONT BOTTOM TRACK 6"x18GA (600T125-43) x CONT TOP TRACK 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL EXTERIOR FINISH, SEE ARCH EXTERIOR SHEATHING, SEE ARCH 1/4"xCONT BENT PLATE TOP AND BOTTOM OF BEAM (5" VERTICAL LEG) STEEL BEAM, SEE PLAN WELD PL 1/4"x4"x0'-4" AT EACH KICKER METAL ROOF DECK 3/16 3/16 1/4 KICKER TO PLATE 3/16 3/16 3/16 GLAZING, SEE ARCH AT GLAZING AT WIDE FLANGE BEAM 3-12 3-12 3-12 3-12 T.O. WINDOW - TYP. AT CURTAIN WALL USE 6"x14GA (600T162-62) SEE 7/S521 FOR TOP CONNECTION L3x3x1/4 KICKER @ 6'-0" O.C. WHEN PARALLEL TO DECK OR CENTERED BTWN JOISTS WHEN PERP TO DECK NOTE: PERPENDICULAR WIDE FLANGE (WHERE OCCURS) IS NOT SHOWN, SEE PLAN. CONNECT PER 1/S602. EMBED A PL 1/4"x5"xCONT BTWN B.O. STUD AND TRACK AT CURTAIN WALL NOTE: PROVIDE SLIP CLIP AT FULL HEIGHT STUD PER DETAIL 2/S512 (4)#12 STS, TYP 1 S512 1 S512 SEE ARCH NO SCALE 68224-21-R 190620_S522-06 6 METAL JOIST BEARING ON STEEL BEAM AT ROOF 3/8"x12"xCONT. PLATE METAL ROOF DECK STEEL BEAM, SEE PLAN 3/16 2-12 2-123/16 600S200-54 STUDS AT 16" O.C. 6"x16GA (600T125-54) x CONT TRACK WITH #12 SMS EA SIDE OF EA STUD 7/16" PLYWOOD WALL SHEATHING WITH #10 SCREWS AT 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD BLOCK ALL PANEL EDGES NO SCALE STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:17 PM RE X B U R G B R A N C H DE T A I L S S522 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 SCHED_CONC_FTG-C3000-S2000 1 CONCRETE FOOTING SCHEDULE CONCRETE FOOTING SCHEDULE NO SCALE WIDTHMARK LENGTH DEPTH No. SIZE LENGTH SPACING REINFORCING CROSSWISE COMMENTSREINFORCING LENGTHWISE No. SIZE LENGTH SPACING . FC2.0 2'-0" CONT 12" - #4 1'-6" 48" 3 #4 CONT EQ FC3.0 3'-0" CONT 12" - #5 2'-6" 14" 3 #5 CONT EQ FC4.0 4'-0" CONT 12" - #5 3'-6" 14" 4 #5 CONT EQ FTS2.0 2'-0" CONT 12" - #4 1'-6" 48" 3 #4 CONT EQ THICKENED SLAB FS7.0 7'-0" 7'-0" 15" 8 #5 6'-6" EQ 8 #5 6'-6" EQ FS8.0 8'-0" 8'-0" 16" 8 #6 7'-6" EQ 8 #6 7'-6" EQ FS9.0A 9'-0" 9'-0" 24" 9 #6 8'-6" EQ 9 #6 8'-6" EQ FS10.0A 10'-0" 10'-0" 24" 11 #6 9'-6" EQ 11 #6 9'-6" EQ CONCRETE FOOTING NOTES: 1. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNO). 2. TOP REINFORCING, WHERE OCCURS, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. 3. IF FOOTINGS ARE EARTH-FORMED, FOOTINGS SHALL BE 6" LONGER AND WIDER THAN SCHEDULED. 4. RUN CONTINUOUS FOOTING REINFORCEMENT THROUGH SPOT FOOTINGS. 5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. SOME SCHEDULED FOOTINGS MAY NOT BE USED, SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS. FS12.0 12'-0" 12'-0" 24" 13 #6 11'-6" EQ 13 #6 11'-6" EQ REINFORCE TOP AND BOTTOM REINFORCE TOP AND BOTTOM FS4.0 4'-0" 4'-0" 12" 4 #5 3'-6" EQ 4 #5 3'-6" EQ 190620_S601-02 2 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE REQUIREMENT FOR CASE 1 LAP LENGTHS NO SCALE BAR SIZE f'c = 3000psi & f'c = 3500 psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS REGULAR TOP CLASS BABA CLASS #3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 15" 20" #4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 29" 16" 20" 20" 27" #5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 36" 20" 26" 26" 33" #6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 43" 24" 31" 31" 40" #7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 63" 34" 44" 44" 58" #8 #9 #10 #11 55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 72" 39" 51" 51" 66" 62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 63" 81" 44" 57" 57" 74" 70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 91" 50" 64" 64" 83" 78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 101" 55" 71" 71" 93" TABULATED VALUES ARE FOR CASE 1 REINFORCEMENT, WHERE THE REQUIREMENTS OF TABLE BELOW ARE MET. WHERE THESE CONDITIONS ARE NOT MET, MULTIPLY THE LAP LENGTHS (Ꝭd) BY 1.5. CONCRETE REINFORCING BAR LAP SPLICE NOTES: 1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE WALLS, UNLESS NOTED OTHERWISE. 2. CLASS 'A' SPLICES MAY BE USED ONLY IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH. 3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS THE REQUIREMENTS OF NOTE No. 2 ABOVE ARE MET. 4. TIES AND STIRRUPS SHALL NOT BE SPLICED. 5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN. 6. THE VALUES TABULATED IN SCHEDULE ARE FOR GRADE 60 REINFORCING BARS. FOR GRADE 75, MULTIPLY LAP LENGTHS BY 1.25 AND FOR GRADE 80, MULTIPLY BY 1.33. 7. THE VALUES TABULATED IN SCHEDULE ARE MINIMUM REQUIREMENTS. LONGER LENGTHS MAY BE USED FOR CONSTRUCTIBILITY. 8. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR. 9. FOR EPOXY-COATED OR ZINC AND EPOXY DUAL-COATED BARS WITH CLEAR COVER < 3d b OR CLEAR SPACING <6d b , MULTIPLY LAP LENGTHS BY 1.5. FOR ALL OTHER CASES MULTIPLY BY 1.2 10. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LAP LENGTHS BY 1.33 UNLESS THE AVERAGE SPLITTING TENSILE STRENGTH (F ct ) IS SPECIFIED. FOR LIGHT WEIGHT CONCRETE WHERE F ct IS SPECIFIED, REFER TO ACI318-14 SECTION 19.2.4.3 11. SPLICES FOR BUNDLED BARS: a. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2. b. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33. c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. d. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED. 12. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. BAR CLEAR SPACING CLEAR COVER STIRRUPS OR TIES NO REQUIREMENT db = BAR DIAMETER >=db >=d b >=d b>=2d b >=CODE FOR MINIMUM THROUGHOUT Ꝭd SCHED_CONC_WALL-01 CONCRETE WALL SCHEDULE 3 CONCRETE WALL SCHEDULE WALLS NOT DESIGNATED IN PLAN . COMMENTSTOP AND BOTTOM WALL TYPEHORIZONTAL REINFORCINGMARK THICKNESS VERTICAL CW-8A 8" #4 AT 18" O.C. #4 AT 12" O.C. (1) #4 A VERTICAL TYPE 'C' REINFORCING REINFORCING HORIZONTAL NO SCALE TYPE 'B' VERTICAL REINFORCING HORIZONTAL LC TYPE 'A' REINFORCING WALL REINFORCING PLACEMENT TYPES: ABBREVIATIONS: E.F. I.F. O.F. EACH FACE INSIDE FACE OUTSIDE FACE FA C E OU T S I D E CONCRETE FOUNDATION WALL NOTES: 1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. CW-10A 10" #5 AT 12" O.C. E.F. #4 AT 18" O.C. E.F. (2) #5 C REINFORCINGTHICKNESSVERTICAL HORIZONTAL 6" #4 AT 18" O.C. #4 AT 16" O.C. 8" #4 AT 18" O.C. #4 AT 12" O.C. 10" #4 AT 16" O.C. #5 AT 15" O.C. 12" #4 AT 18" O.C. E.F. #4 AT 16" O.C. E.F. FA C E OU T S I D E CW-10B 10" #4 AT 16" O.C. #5 AT 15" O.C. (2) #5 B SCHED_CONC_PIER-01 4 CONCRETE PIER SCHEDULE CONCRETE PIER SCHEDULE NO SCALE PIER SIZEMARK COMMENTSTYPETIESVERTICAL REINFORCING .CP-16A WTx16" (4)#5 #3 AT 12" O.C. A TYPE "A" TYPE "B" CP-16B WTx16"x16" (7)#4 #3 AT 12" O.C. B SCHED_CONC_EPOXY-01 5 STANDARD ADHESIVE EMBEDMENT SCHEDULE STANDARD ADHESIVE EMBEDMENT SCHEDULE MINIMUM EMBED NO SCALE 5.5/8" 6.3/4" 4.1/2" 3.3/8" CONCRETE OR GROUTED MASONRY MINIMUM EMBEDMENT INTO #4 (1/2") #3 (3/8") #6 (3/4") #5 (5/8") NOTES SECTION OF GENERAL STRUCTURAL PER "POST INSTALLED ANCHORS" USE "STANDARD ADHESIVE" ROD, SEE DETAILS REBAR DOWEL/THREADED (THREADED ROD SIZE) REBAR DOWEL 1670lb 2145lb 1255lb 820lb (ALLOWABLE) TENSION/SHEAR CAPACITIES STANDARD ADHESIVE EMBEDMENT NOTES: 1. SPECIFIC EMBEDMENTS, NOTES AND DETAILS IN DRAWINGS SHALL GOVERN OVER THIS SCHEDULE. 2. HOLE DIAMETER SHALL BE DOWEL/ROD DIAMETER PLUS 1/8". FOLLOW MANUFACTURER'S INSTRUCTIONS FOR HOLE PREPARATION. 3. PROVIDE A 3" MINIMUM EDGE DISTANCE TO CENTER OF HOLE. 4. CONTACT STRUCTURAL ENGINEER IF MINIMUM EMBEDMENTS INDICATED ABOVE ARE NOT ACHIEVABLE. 5. SEE "POST INSTALLED ANCHORS" SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SCHED_CONC_LINTEL CONCRETE LINTEL SCHEDULE 6 CONCRETE LINTEL SCHEDULE LI N T E L D E P T H VERIFY DEPTH WITH ARCH DRAWINGS REINFORCING HORIZONTAL STIRRUPS COMMENTS NO SCALE THICKNESSMARK DEPTH TYPE 'A' LC LINTEL REINFORCING PLACEMENT TYPES: TYPE CL-60A 10" 60" #5 AT 15" O.C. #4 AT 12" O.C. A CONCRETE LINTEL NOTES: 1. HORIZONTAL REINFORCING SHALL EXTEND 4'-0" BEYOND EDGE OF OPENING. IF HORIZONTAL REINFORCING CANNOT EXTEND 4'-0" BEYOND EDGE OF OPENING PROVIDE 90° STD HOOK. 2. SPLICE TOP BARS AT MID-SPAN OF LINTEL ONLY AND BOTTOM BARS OVER SUPPORTS ONLY. 3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SCHED_CONC_CONN-01 7 TYPICAL EMBED PLATE CONNECTION SCHEDULE FOR CONCRETE WALLS CONNECTION SCHEDULE 5/16 CONNECTION AT HSS BEAM 3/8" THICK CLOSURE PL 1 S602 1 S602 1. 1 / 2 " TY P 1. 1 / 2 " TY P NO SCALE FILLET WELDS SHALL BE PLATE THICKNESS MINUS 1/16" (1/4" MIN). BEAM DEPTH W8, W10, W12 PL 1/2"x16"x1'-0" (3) ROWS OF (2) 3/4"DIA 1 EMBED PLATE ANCHORS x 5" HSA ((6) TOTAL) W14, W16 PL 1/2"x28"x1'-0" (6) ROWS OF (2) 3/4"DIA x 5" HSA ((12) TOTAL) W18, W21 PL 1/2"x30"x1'-6" (7) ROWS OF (3) 3/4"DIA x 5" HSA ((21) TOTAL) FACE OF CONCRETE WALL EMBED PLATE, SEE SCHEDULE STEEL BEAM, SEE PLAN HEADED STUD ANCHORS PER SCHEDULE 3-SIDES 1 WITH SHORT HORIZ SLOTS FACE OF CONCRETE WALL EMBED PLATE, SEE SCHEDULE STEEL BEAM, SEE PLAN HEADED STUD ANCHORS PER SCHEDULE 3-SIDES 1 WITH SHORT HORIZ SLOTS STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:17 PM RE X B U R G B R A N C H SC H E D U L E S S601 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 SCHED_STL_BOLT-0.75-SS-HSSWF-01 1 TYPICAL 3/4"DIA BOLTED WEB PLATE CONNECTIONS WITH BOLT SCHEDULE A-325 BOLT SCHEDULE [SINGLE SHEAR STEEL TUBE AND WIDE FLANGE COLUMN] BOLT DIAMETER FOR BOTH THE PLATE AND THE BEAM WEB. BOLT EDGE DISTANCE, Lev SHALL BE 1.1/4" FOR BOLT DIAMETERS 7/8" OR LESS AND 1.3/4xBOLT DIAMETER FOR BOLT DIAMETERS GREATER THAN 7/8". 5/16 2 (3) SIDES AT W1 (3) SIDES AT W1 (3) SIDES AT W1 FOR THICKNESS ANGLE. 8 SEE 1 TY P TY P TY P t T Y P T Y P t TYP TYP CLEARANCES PROVIDE MINIMUM TO 1/4" t T Y P 3/16" 7 8 7 3 3/4" 3/4" TY P 8 3 TY P 7 8 3 TY P 3/4" TY P 3/4" TYP 7 6 TY P3 3" TYP 3" NO SCALE MAXIMUM BEAM SIZE IN EACH BEAM DEPTH GROUP A-325N BOLTS No. PER BEAM SIZE W8 2 3/4"DIA W10 2 3/4"DIA W12 3 3/4"DIA W14 3 3/4"DIA W16 4 3/4"DIA W18 5 3/4"DIA W21 6 3/4"DIA W24 7 3/4"DIA W27 8 3/4"DIA W30 9 3/4"DIA 3 BOLT SPACING SHALL BE 3" MIN, TYP. WHEN MORE THAN ONE ROW OF BOLTS IS NEEDED, THE4 FIRST ROW SHALL BE A COMPLETE ROW WITH THE REMAINDER OF THE BOLTS PLACED IN THE SECOND ROW. BEAM TO WIDE FLANGE COLUMN WEB PLATE CONNECTION TYP 2 2 WEB PLATE 1 1/2 STIFFENER PLATE 6 WEB PLATE 1 STEEL BEAM STEEL COLUMN BEAM TO WIDE FLANGE COLUMN WEB PLATE CONNECTION TYP 2 2 WEB PLATE 1 WEB PLATE 1 STEEL BEAM STEEL COLUMN 1/2" STIFFENER PLATE 6 BEAM TO BEAM WEB PLATE CONNECTION TYP 2 2 WEB PLATE 1 STEEL BEAM STEEL BEAM TYP 3-SIDES2 SHEAR TAB 1 STEEL BEAM STEEL BEAM BEAM TO PARALLEL BEAM WEB PLATE CONNECTION TYP WELD + 1/16" TYP WELD t BACKING BAR 3/8"x1" (BEVEL) t SHEAR CONNECTOR PLATES AT SKEWED MEMBERS CONDITION A FOR SKEWS UP TO 30° CONDITION B FOR SKEWS 30° TO 45° CONDITION C FOR SKEWS 45° TO 60° BACKING BAR 3/8"x1" (BEVEL) BEAM TO BEAM SHEAR TAB CONNECTION STEEL BEAM SHEAR TAB 1 2 2 BEAM WEB STIFFENER BOLT EDGE DISTANCE, Leh SHALL BE EQUAL TO TWICE THE7 8 ASD CAPACITY 16.45K 21.2K 24.45K 31.8K 42.4K 53.0K 63.6K 74.2K 84.8K 95.4K 2 1 SHEAR TAB SHALL BE 3/8" THICK. 5/16" FILLET WELD EACH SIDE OF SHEAR TAB. 5 SINGLE ANGLE CONNECTION WHERE REQUIRED BY NOTE No. 5 SHEAR TAB 1 STEEL BEAM STEEL COLUMN 2 BEAM TO HSS COLUMN SHEAR TAB CONNECTION TYP SHEAR TAB 1 DETAILS FOR CONTINUITY PLATE REQUIREMENTS. 6 AT MOMENT FRAME COLUMNS, SEE MOMENT CONNECTION OR5/16 STEEL COLUMN TRIM LEG IF WIDER THAN COLUMN 5/16 WALL IS TOO THIN. HSS COLUMN THAT DO NOT HAVE A MINIMUM 1/4" WALL THICKNESS SHALL USE A SINGLE ANGLE CONNECTION WHERE STEEL TUBE OR5/16 SCHED_STL_COL-02 2 STEEL COLUMN SCHEDULE STEEL COLUMN SCHEDULE 'e d ' ' e d ' 'ed' 'ed''co' 'co' 'ed' 'ed''sp' 'e d ' ' e d ' 'co' 'c o ' 'ed' 'ed' 'ed''ed' 'sp' 'e d ' ' e d ' 'co' 'co' 'ed' 'ed''bc' 'e d ' ' e d ' 'co' 'co' 'ed' 'ed''bc' 'e d ' 'e d ' 'c o ' 'co' 'c o ' NO SCALE LEVEL/ MARK TOS ELEVATION ROOF 128'-" 2nd FLOOR 114'-0" 1st FLOOR 100'-0" BASEMENT 86'-0" TYPE BASE PLATE ANCHOR RODS SC-5A C 3/4" (4) 3/4"DIA BASE PLATE .A BASE PLATE .B BASE PLATE .C CAP PLATE .1 'w' CAP PLATE .2 'w' HS S 5 x 5 x 1 / 4 TYPE CAP PLATE 1 3/4" STEEL COLUMN NOTES: 1. PROJECT ANCHOR RODS 3" MINIMUM ABOVE TOP OF THE BASE PLATE. EMBEDMENT INTO FOOTING SHALL BE 9" MINIMUM, WITH HOOKS (UNO). ALL ANCHOR RODS SHALL BE INSTALLED WITH HARDENED WASHERS BENEATH THE NUT. ANY HOLES LARGER THAN THE BOLT DIAMETER PLUS 5/16" SHALL HAVE 5/16" PLATE WASHERS INSTALLED BENEATH THE HARDENED WASHERS. 2. ANCHOR RODS SHALL NOT BE WELDED (INCLUDING TACK WELDS). 3. REFER TO DETAILS BELOW FOR ANCHOR ROD PATTERN. 4. ALL CAP PLATE BOLTS SHALL BE 3/4"DIA A325N BOLTS, TYPICAL UNLESS NOTED OTHERWISE. 5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. ST E E L B A S E P L A T E T Y P E S : sp = 3" MINIMUM ST E E L C A P P L A T E T Y P E S : PLATE LEGEND co = 1/2" MINIMUM ed = 1.1/2" MINIMUM w = BEAM OR GIRDER GAGE + 3" OR BEAM OR GIRDER WIDTH + 1" OR COLUMN WIDTH + 1" WHICHEVER IS GREATER bc = BEAM OR GIRDER GAGE CAP PLATE .3 SC-5B B 3/4" (4) 3/4"DIA HS S 5 x 5 x 1 / 4 2 3/4" SC-5C A 3/4" (4) 3/4"DIA HS S 5 x 5 x 1 / 4 2 3/4" SC-6A A 3/4" (4) 3/4"DIA HS S 6 x 6 x 3 / 8 1 3/4" SC-8A A 3/4" (4) 3/4"DIA HS S 8 x 8 x 5 / 1 6 1 3/4" SC-8B A 3/4" (4) 3/4"DIA HS S 8 x 8 x 5 / 8 1 3/4" 2OR SC-4B C 1/2" (4) 1/2"DIA HS S 4 x 4 x 1 / 4 3 B OR SC-4A C 1/2" (4) 1/2"DIA HS S 4 x 4 x 1 / 4 3 B OR SC-8E B 3/4" (4) 3/4"DIA HS S 8 x 4 x 3 / 8 2 1/2" SCHED_STL_LNTL-01 3 VENEER LINTEL SCHEDULE VENEER LINTEL SCHEDULE 4" NO SCALE SIZE OF ANGLE SEE 12/S513 5'-1" TO 7'-0" UP TO 5'-0" CLEAR OPENING 7'-1" TO 9'-0" 12'-1" TO 22'-6" 11'-1" TO 12'-0" 10'-1" TO 11'-0" 9'-1" TO 10'-0" L3.1/2x3.1/2x1/4 L6x4x3/8 (LLV) L5x3.1/2x3/8 (LLV) L5x3.1/2x5/16 (LLV) L5x3.1/2x1/4 (LLV) L3.1/2x3x1/4 (LLH) NOTE: LINTELS CARRY VENEER ONLY. WHERE FLOORS, ROOFS, OR CONCENTRATED LOADS OCCUR, FURTHER ANALYSIS IS NECESSARY. PROVIDE 1" OF BEARING AT EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING. USE THIS SCHEDULE UNLESS NOTED OTHERWISE. STEEL ANGLES SHALL BE GALVANIZED AT EXTERIOR CONDITIONS. STRUCTURALBHB Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2766 South Main Street Salt Lake City, Utah 84115 801-355-5656 bhb@bhbengineers.com 2/21/2020 1:31:18 PM RE X B U R G B R A N C H SC H E D U L E S S602 RE X B U R G , U T BID SET 2/21/2019 190620 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 2-21-2020 PROVIDE INSULATION FOR THE FOLLOWING (FOLLOW ASHRAE 90.1, TABLE 6.8.3-1): A. DOMESTIC HOT WATER PIPING: 1" THICK FOR PIPE SIZES < 1 ½". 1 ½" THICK FOR PIPE SIZES 1 ½" AND LARGER. B. DOMESTIC COLD WATER PIPING: ½" THICK FOR PIPE SIZES < 1 ½". 1" THICK FOR PIPE SIZES 1 ½" AND LARGER. (PROVIDE CONTINUOUS VAPOR BARRIER.) C. ROOF AND OVERFLOW DRAINS: 1" THICK FOR ALL PIPE SIZES INSULATION ONLY REQUIRED ON HORIZONTAL PRIMARY DRAINS AND ALL DRAIN BOWLS (BEFORE AND AFTER ELBOWS) D. REFRIGERANT SUCTION LINE PIPING 1" THICK FOR ALL PIPE SIZES. INSULATE PIPING WITH FIBERGLASS PIPE COVERING WITH ALL SERVICE JACKET AND SELF-CAP SEAL. FITTINGS SHALL BE MITERED PIPING COVERING OF GLASS FIBER MOLDED FITTINGS FOR USE IN A RETURN AIR PLENUM. THERMAL CONDUCTIVITY SHALL BE A MAXIMUM OF .25/INCH THICKNESS AT 75°F. INDICATES EXISTING OR FUTURE. INDICATES NEW MATERIAL. IF THERE ARE ANY DISCREPANCIES AS TO WHAT IS NEW AND WHAT IS EXISTING, CONTRACTOR IS TO CONTACT THE ARCHITECT AND/OR MECHANICAL ENGINEER. THE EXISTING SHELL DOCUMENTS ARE AVAILABLE THROUGH THE ARCHITECT. ADDITIONAL COSTS WILL NOT BE TOLERATED FOR THE CONTRACTORS FAILURE TO BECOME FARMILIAR WITH EXSTING SHELL AND SITE CONDITIONS. MECHANICAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL ON SIZE/QUANTITY OF MOTORIZED DAMPERS. I. E. FIRE/SMOKE DAMPERS, FIRE DAMPERS, MOTORIZED DAMPERS, ETC. . . EACH TRADE IS RESPONSIBLE THEIR OWN FIRE CAULKING. DIVISION 15 MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR FCU'S, VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. HOUSEKEEPING PADS FOR ALL EQUIPMENT IS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR. ALL TAKE-OFF'S THROUGHOUT THE ENTIRE BUILDING SHALL BE HIGH EFFICIENCY TAKE-OFF'S (HET'S). NO EXCEPTIONS TAKEN. ALL INVERT ELEVATIONS SHOWN ON PLANS ARE BASED OFF OF FINISHED FLOOR ELEVATION AT 100.0'. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS FOR EXACT INVERT ELEVATIONS OF ALL LEVELS. ALL FLOOR DRAINS / FLOOR SINKS THROUGH-OUT THE ENTIRE BUILDING ARE TO HAVE TRAP SEAL PRIMER VALVES PROVIDED / INSTALL BY PLUMBING CONTRACTOR. ALL FIRE DAMPERS SHOWN ON PLANS SHALL COMPLY WITH THE REQUIREMENTS OF UL 555. ALL SMOKE DAMPERS SHOWN ON PLANS SHALL COMPLY WITH UL 555S. ALL COMBINATION FIRE / SMOKE DAMPERS SHOWN ON PLANS ARE TO COMPLY WITH BOTH UL 555 AND UL 555S. FOR ALL FIRE DAMPERS CONTRACTOR IS TO PROVIDE / INSTALL "NCA MODEL FD" (OR EQUAL), TO MEET STANDARD UL 555 RATING. FOR ALL SMOKE DAMPERS AND COMBINATION FIRE SMOKE DAMPERS CONTRACTOR IS TO PROVIDE / INSTALL "NCA MODEL FSD-3V-211" (OR EQUAL), TO MEET STANDARD UL 555 AND UL 555S RATINGS. THE MECHANICAL CONTRACTOR IS TO HAVE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR EACH TYPE OF FIRE DAMPER, SMOKE DAMPER, AND COMBO FIRE / SMOKE DAMPERS ON THE JOB SITE AT TIME OF INSPECTIONS. ALL DUCTWORK IS TO BE PROVIDED / INSTALLED AS HIGH UP AS POSSIBLE. ALL DUCTWORK MUST BE INSTALLED NO LOWER THAN 12" FROM WHERE IT IS BEING SUPPORTED OR SEISMIC BRACING WILL BE REQUIRED. IF DUCTWORK IS INSTALLED BELOW 12" FROM WHERE IT IS SUPPORTED, IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO HAVE SEISMIC SUPPORTS ENGINEERED FOR THE JOB BY A LICENSED ENGINEER. ALL T-STATS MUST BE MOUNTED AT 48" A.F.F. TO THE TOP OF THE STAT AND BE 7 DAY PROGRAMMABLE. ALL DUCT ELBOWS ARE TO BE PROVIDED / INSTALLED WITH RADIUS ELBOWS. ANY ALTERATIONS OR CHANGES IN DUCTWORK FROM WHAT IS SHOWN ON THE PLANS MUST BE PRE-APPROVED BY THE ENGINEER IN WRITING PRIOR TO ORDERING, FABRICATION, OR INSTALLATION. ALL EXHAUST AIR DUCTS ARE TO TERMINATE A MINIMUM OF 3' FROM ANY BUILDING OPENINGS AND 10' FROM ALL MECHANICAL AIR INTAKES. FLEX DUCT WILL BE ALLOWED TO BE INSTALLED. DUCT OVERALL LENGTH IS TO NOT EXCEED A MAX LENGTH OF 3 FEET, NO EXCEPTIONS TAKEN. ALL GRILLES, REGISTERS AND DIFFUSERS ARE TO BE PAINTED TO MATCH ADJACENT SURFACES BY THE GENERAL CONTRACTOR. FINAL COLOR TO BE DETERMINED BY ARCHITECT. ALL GRILLES ARE TO COME PRIMED FROM THE FACTORY AND FINAL PAINTING TO BE DONE IN FIELD BY G.C. GRILLES ARE TO BE PAINTED PRIOR TO FINAL INSTALLATION. ALL EXTERIOR WALL VENTS, GRILLES, OR PIPING IS TO BE PAINTED BY THE GENERAL CONTRACTOR TO MATCH THE ADJACENT SURFACE. ALL DUCTWORK IS TO BE COMPLETELY SEALED USING DESIGN POLYMERS DP1010 DUCT SEALER OR APPROVED EQUAL. CONTRACTORS TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING EACH STEP IN SEQUENCE. WHEN MANUFACTURERS' INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FORM ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ANY WORK. IF THIS IS NOT DONE, ITS THE CONTRACTOR'S FULL RESPONSIBILITY TO COVER ALL COSTS. THE MAXIMUM LENGTH OF THE DRYER EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYERS THAT ARE INSTALLED. MECHANICAL CONTRACTOR TO PROVIDE / INSTALL A PERMANENT SIGN ABOVE EACH DRYER VENT BOX IDENTIFYING THE DRYER LENGTH AS NOTED ON THE PLANS. FINAL LENGTH TO BE DETERMINED IN THE FIELD BECAUSE THERE ARE UNFORESEEN OFFSETS, ELBOWS, ETC. COORDINATE FINAL HEIGHT AND LOCATIONS OF ALL DRYER VENT BOXES WITH MANUFACTURES INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. PROVIDE/INSTALL WATER HAMMER ARRESTORS FOR ALL QUICK CLOSING VALVES, FLUSHOMETERS, ICE MACHINES, DISHWASHERS, & WASHING MACHINES PER UPC 604.9. FOR PUBLIC LAVATORY FAUCETS, DHW LOOP IS TO BE ROUTED SUCH THAT THE MAXIMUM ALLOWABLE PIPE LENGTH TO THE FIXTURE IS AS FOLLOWS: (2015 IECC C404.5.1 ONLY - ASHRAE 90.1 DHW LOOP MAY BE 10' MAX DISTANCE FROM FIXTURE) A. 6 FEET FOR ¼" PIPE SIZE. B. 3 FEET FOR 3/8" PIPE SIZE. C. 2 FEET FOR ½" PIPE SIZE. FOR ALL OTHER HOT WATER DEMAND FIXTURES, DHW LOOP IS TO BE ROUTED SUCH THAT THE MAXIMUM DISTANCE BETWEEN ANY FIXTURE & THE DHW PIPE LOOP IS 10 FEET. CONTRACTOR IS RESPONSIBLE TO PRIME & PAINT ANY EXPOSED NG PIPING ON ROOF PER 2012 IFGC REGULATIONS. ALL MECHANICAL & PLUMBING EQUIPMENT/FIXTURES SCHEDULED IN THE CONTRACT DOCUMENTS SHALL BE PROVIDED & INSTALLED BY THE THE CONTRACTOR. ANY DISCREPANCIES &/OR CONTRADICTIONS IN ANY FORM SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A CLARIFICATION. IF SUCH CLARIFICATION IS NOT PROVIDED AT THE TIME OF THE BID, IT WILL BE THE CONTRACTOR RESPONSIBILITY TO COVER ANY COST IMPACT. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL EXISTING MECHANICAL CONDITIONS AND TO NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR IS TO COORDINATE WITH ALL DISCIPLINES PRIOR TO ANY WORK PERFOMED. COORDINATE ALL WORK ASPECTS WITH EXISTING MECHANICAL DRAWINGS & PROVIDE ANY AS-BUILTS IF APPLICABLE. ALL RETURN AIR GRILLES SHALL HAVE SOUND BOOTS W/ LINED INSULATION. INSULATION IS TO BE PAINTED FLAT BLACK. DIVISIONS 21-23 TO SUBMIT TO ENGINEER ALL AS-BUILDS OF BUILDINGS MECHANCIAL AND PLUMBING SYSTEMS PRIOR TO JOB COMPLETION AND FINAL PAYMENT. ALL VFD'S ARE TO BE PROVIDED AND WIRED UP BY ELECTRICAL CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR, IF APPLICABLE. ALL EXPOSED PIPING IS TO BE INSULATED AND WEATHERPROOFED. SEE SPEC SECTION 15080. PROJECT GENERAL NOTES CONT'D 28 29 30 PROJECT GENERAL NOTES INDICATES POINT OF CONNECTION OF NEW TO EXISTING MECHANICAL, EQUIPMENT, PIPING OR DUCTWORK. COORDINATE ALL FIRE SPRINKLER HEADS AND AIR DEVICE LOCATIONS WITH REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS. DUCTWORK SHALL BE INSULATED AS FOLLOWS: (ASHRAE 90.1 - TABLE 6.8.2) DUCT TYPE: LINED/WRAPPED REQ'D R-VALUE -ROUND DUCTWORK WRAPPED R-6 -OUTSIDE AIR LOOP (RECT/ROUND) WRAPPED R-6 -LOW PRESSURE RECTANGULAR LINED R-6 -ROUND FLEX DUCT (MAX. 4 FT. LONG) N/A R-6 -DUCT OUTSIDE BLDG ENVELOPE DOUBLE WALL R-12 *DUCT WITHIN THE BLDG ENVELOPE OR IN A CONDITIONED SPACE DOES NOT NEED TO BE INSULATED EXCEPT FOR ANYTHING STATED OTHERWISE. *ALL INSULATION TO MEET NFPA 90 PER UL 181-CLASS 1. NO DUCT BOARD ALLOWED. ALL DUCT DOWNSTREAM OF FCU IS TO BE WRAPPED OR LINED ON THE SUPPLY. DUCT TAKEOFF MAY BE OMITTED. RETURN DUCT TO BE LINED, NO EXCEPTIONS. ALL DUCT IS TO BE WRAPPED ON THE SUPPLY & OA DUCT. RETURN DUCT TO BE LINED. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. THIS CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH NEW AND EXISTING MECHANICAL, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. THIS CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. THIS CONTRACTOR SHALL USE SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL DUCTS. FABRICATE & SUPPORT IN ACCORDANCE WICH SMACNA HVAC DUCT CONSTRUCTION. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ADOPTED EDITION OF THE BUILDING CODES, FIRE CODES, MECHANICAL CODES AND PLUMBING CODES. THIS CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT LIST TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION. ALL FCU'S, RTU'S, WATER FLOW RATES AND DIFFUSERS MUST BE BALANCED TO THE VALUES INDICATED ON THE FLOOR PLANS. PROVIDE BALANCE REPORT TO ENGINEER PRIOR TO PROJECT CLOSEOUT. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. FIRE SPRINKLER CONTRACTOR SHALL ADD AND/OR RELOCATE SPRINKLER HEADS PER REFLECTED CEILING PLAN AND THE CURRENT ADOPTED EDITION OF NFPA AND BUILDING CODE. PIPING MATERIAL REQUIREMENTS: DOMESTIC COLD WATER PIPING - TYPE 'L' COPPER DOMESTIC HOT WATER PIPING - TYPE 'L' COPPER WASTE AND VENT PIPING - CAST IRON, SOLID CORE SCH. 40 PVC BELOW GRADE REFRIGERANT PIPING - TYPE 'K' COPPER - 100% BRAZED, NOT SOLDERING ALLOWED CONDENSATE - COPPER VENT THE HIGH POINTS OF NEW MECHANICAL PIPING. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 NATURAL GAS LOAD DOAS-1 285.5 MBH WH-1 76 MBH FUTURE 150 MBH TOTAL 473 MBH TOTAL FLOW 546.8 CFH TOTAL CAPACITY 1,170 CFH L.O.R 200' USE 1" 2LB. MAIN 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:22 PM RE X B U R G B R A N C H ME C H A N I C A L L E G E N D S & N O T E S M000 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N MOUNTAIN AMERICA CREDIT UNION REXBURG BRANCH SS DHW DCW PIPING LEGEND HOSE BIBB OR SILLCOCK PRESSURE GAUGE W/GAUGE COCK TEMPERATURE & PRESSURE TEST PLUG FLOOR DRAIN IN-LINE PUMP THERMOMETER FLOOR OR GRADE CLEANOUT FLOW SWITCH AQUASTAT A F SOLENOID VALVE CHECK VALVE (SWING OR LIFT AS REQ'D) AUTOMATIC CONTROL VALVE (2-WAY) AIR VENT (AUTOMATIC) P & T RELIEF VALVE PRESSURE REDUCING VALVE CIRCUIT SETTER AUTOMATIC CONTROL VALVE (3-WAY) STRAINER BUTTERFLY VALVE MOTORIZED BUTTERFLY VALVE BALL VALVE CONDENSATE FIRE SERVICE NATURAL GAS OVERFLOW DRAIN PIPING SANITARY SEWER ROOF DRAIN PIPING VENT C F NG OD V RD REDUCED PRESSURE BACKFLOW PREVENTER DOMESTIC HOT WATER DOMESTIC COLD WATER PIPE CAP UNION TEE DOWN ELBOW UP ELBOW DOWN RPBP DISCONNECTS. ALL VFD'S ARE TO BE PROVIDED WITH LOCKING COMMUNICATION CARD. VFD'S TO BE PROVIDED WITH COMPATIBLE BACNET VFD VENDOR TO VERIFY HP WITH APPLIANCE SUPPLIER. IN A MICROPAK (OR EQUAL) ENCLOSURE. VFD VENDOR TO PROVIDE PADLOCKABLE DISCONNECT BE PROVIDED BY VFD VENDOR. ON MOTOR FLA, NOT HP. INDIVIDUAL MOL DEVICES WILL VFD RUNNING MULTIPLE MOTORS WILL BE SIZED BASED E D A B C SPACE STATIC PRESSURE SENSOR SP TRX SMOKE DETECTOR SM SMOKE DAMPER SD CEILING GRILLE ACCESS PANEL FIRE DAMPER COMBINATION FIRE/SMOKE DAMPER THERMOSTAT OR TEMP SENSOR MOTORIZED DAMPER MANUAL VOLUME DAMPER KEYED NOTE SECTION CUT LINE CONTROL TRANSFORMER POINT OF CONNECTION TO EXISTING DETAIL TAG DRAWING NO. DETAIL NO. SECTION NO. NOTE NO. TRANS - T FS F M RETURN OR EXHAUST DUCT DOWN RETURN OR EXHAUST DUCT UP SUPPLY AIR DUCT UP SPIN-IN FITTING W/MVD SUPPLY AIR DUCT DOWN MECHANICAL LEGEND CEILING DIFFUSER FLEXIBLE DUCT CONNECTION CEILING SLOT DIFFUSER CEILING EXHAUST GRILLE DRAWING NO. VFD GENERAL NOTES: DUCT FLOW STATION SENSOR FS TS MECHANICAL SHEET LIST - MACU SHEET #SHEET NAME SHEET ISSUE DATE CURRENT REVISION CURRENT REVISION DATE M000 MECHANICAL LEGENDS & NOTES 11-19-2019 M001 MECHANICAL SCHEDULES 11-19-2019 M002 MECHANICAL SCHEDULES 11-19-2019 M003 MECHANICAL COMPLIANCE REPORT 11-19-2019 M101 MECHANICAL ROOF PLAN 11-19-2019 M101Z MECHANICAL ZONING PLAN 11-19-2019 M201 BASEMENT - MECHANICAL FLOOR PLAN 11-19-2019 1 1-15-2020 M211 LEVEL 1 - MECHANICAL FLOOR PLAN 11-19-2019 1 1-15-2020 M221 LEVEL 2 - MECHANICAL FLOOR PLAN 11-19-2019 1 1-15-2020 M501 MECHANICAL & PLUMBING DETAILS 11-19-2019 M502 MECHANICAL & PLUMBING DETAILS 11-19-2019 M503 MECHANICAL & PLUMBING DETAILS 11-19-2019 M504 MECHANICAL & PLUMBING DETAILS 11-19-2019 M505 MECHANICAL & PLUMBING DETAILS 11-19-2019 P201 BASEMENT - PLUMBING PLAN - DOMESTIC 11-19-2019 1 1-15-2020 P211 LEVEL 1 - PLUMBING PLAN - DOMESTIC 11-19-2019 P221 LEVEL 2 - PLUMBING PLAN - DOMESTIC 11-19-2019 P301 DOMESTIC PIPING SCHEMATICS 11-19-2019 UP201 BASEMENT - UTILITY PIPING PLAN 11-19-2019 UP211 LEVEL 1 - UTILITY PIPING PLAN 11-19-2019 UP221 LEVEL 2 - UTILITY PIPING PLAN 11-19-2019 WP201 BASEMENT - PLUMBING PLAN - DWV 11-19-2019 1 1-15-2020 WP211 LEVEL 1 - PLUMBING PLAN - DWV 11-19-2019 WP221 LEVEL 2 - PLUMBING PLAN - DWV 11-19-2019 WP401 BASEMENT - ENLARGED TOILET ROOM 11-19-2019 1 1-15-2020 WP411 LEVEL 1 - ENLARGED TOILET ROOM 11-19-2019 WP421 LEVEL 2 - ENLARGED TOILET ROOM 11-19-2019 THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO COORDINATE BETWEEN ALL TRADES AND ALL PLANS AND SPECS FROM ALL OTHER TRADES. EACH DIVISION CONTRACTOR IS ALSO FULLY RESPONSIBLE TO COORDINATE WITH THE OTHER TRADES AND COORDINATE WITH ALL TRADES DRAWINGS AND SPECS. IF THERE ARE ANY DISCREPANCIES, ITS THE CONTRACTORS RESPONSIBILITY TO REQUEST CLARIFICATION FROM OWNERS, ARCHITECT, AND ENGINEERS PRIOR TO PROCEEDING WITH ANY WORK AND/OR BID ESTIMATES. IF FAILED TO DO SO, GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COST IMPACT. 2015 International Building Code 2012 International Mechanical Code 2017 Idaho State Plumbing Code (2015 UPC) 2012 International Fuel Gas Code ASHRAE 90.1 Standard 2015 International Fire Code Seismic Design Category: Commercial B Rainfall Rate = 1 in/hr Frost Depth: 24 inches Climate Zone: 5B Project Area Total: 18,500 sq ft STREET CITY PRESSURE: . . . . . . . . . . . . 69 PSIG ENTERING WATER PRESSURE: . . . . . . . . . 59 PSIG AFTER RPBP PRESSURE: . . . . . . . . . . . . 49 PSIG BOSTER PUMP DISCHARGE PRESSURE: . . . . 20 PSIG 50' hd 110 gpm num. description date NATURAL GAS SUMMARY NATURAL GAS LOAD: DOAS-1: 247 MBH INPUT = 285.5 CFH WH-1: 76 MBH INPUT = 87.9 CFH FUTURE: 150 MBH INPUT = 173.4 CFH TOTAL: 473 MBH INPUT = 546.8 CFH USE 1" 2LB NG LINE. MAXIMUM LENGTH OF RUN = 200 FT. MAX. AVAILABLE FOR ½ 2LB. 318 CFH MAX. AVAILABLE FOR ¾" 2LB. 642 CFH MAX. AVAILABLE FOR 1" 2LB. 1,170 CFH MAX. AVAILABLE FOR 1¼" 2LB. 2,410 CFH MAX. AVAILABLE FOR 1½" 2LB. 3,610 CFH MAX. AVAILABLE FOR 2" 2LB. 6,960 CFH ________________________________________________________ NOTE: NG PIPING SYSTEM SIZED PER 2015 IFGC USE: 865 BTUH / CFH HOT WATER SEQUENCE OF OPERATION: HOT WATER HEATERS ARE TO BE SET AT 140°F. THE LEAVING WATER TEMPERATURE IS TO BE 140°F. EACH HAND WASH SINK/LAV ARE TO HAVE A MIXING VALVE INSTALLED UNDER THE SINK WITH A LEAVING TEMPERATURE TO NOT EXCEED 108°F. 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 5:26:30 PM RE X B U R G B R A N C H ME C H A N I C A L S C H E D U L E S M001 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N 15" 14" 12" 12" 10" 10" 8" 8" 8" 10" ROUND ROUND ROUND ROUND ROUND ROUND ROUND ROUND ROUND ROUND ROUND SLOT DIFFUSER TO BE PAINTED SLOT DIFFUSER TO BE FACTORY PAINTED SLOT DIFFUSER TO BE FIELD PAINTED SLOT DIFFUSER TO BE FACTORY PAINTED SLOT DIFFUSER TO BE FACTORY PAINTED PRICE TBDI 4100 SERIES PRICE TBDI 4100 SERIES PRICE TBDI 4100 SERIES PRICE TBDI 4100 SERIES 12 11 10 9 8 7 6 5 4 3 2 2424" x 24" SQ. SUPPLY See Plans 859 PRICE SPD SERIES ADAPTER AND OBD WHERE APPLICABLE - PROVIDE WITH OBD AND SQUARE TO ROUND ADAPTER WHERE APPLICABLE. 31 31 32 475 3 - 1" SLOTS 48" LONG W/ SLOT PLENUM See PlansSUPPLY 48"L LINEAR- 436 3 - 1" SLOTS 48" LONG W/ SLOT PLENUM 3 - 1" SLOTS 48" LONG W/ SLOT PLENUM 349 273 1 24432 2 - 1" SLOTS 24" LONG W/ SLOT PLENUM 2 - 1" SLOTS 24" LONG W/ SLOT PLENUM SUPPLY 24"L LINEAR- See Plans See Plans See Plans LINEAR- SUPPLY 48"L SUPPLY 48"L LINEAR- PRICE TBDI 4100 SERIES8"See PlansSUPPLY 24"L LINEAR- 2324" x 24" SQ. SUPPLY See Plans 748 2324" x 24" SQ. SUPPLY See Plans 534 2124" x 24" SQ. SUPPLY See Plans 393 2212" x 12" SQ. SUPPLY See Plans 244 PRICE SPD SERIES PROVIDE W/ OBD WHERE APPLICABLE ADAPTER AND OBD WHERE APPLICABLE 2224" x 24" SQ. SUPPLY See Plans 244 PRICE SMPD SERIES 8"/24"x24"/SMDP/3P/2A/B12 ADAPTER AND OBD WHERE APPLICABLE * PROVIDE 2-SLOT DIFFUSER GAS FIRED WATER HEATER SCHEDULE WH- CORE & SHELL * PROVIDE w/CONCENTRIC KIT * PROVIDE w/POWER VENT FLA -120/1 PHASE VOLTS / 90°F PVC4"ø50 1,200#71"NGWH-1 A.O. SMITH VERTEX - GPHE-50 95 22"76 CODE PLAN MAX N.C. LEVELTYPESIZEDUTY NECKTYPE &CEILING & MODEL NO.CFM MAX.MANUFACTURER REMARKS DIFFUSERS & GRILLE SCHEDULE GRILLEGRILLE NUMBER CFM SERVED AREA ELECTRICAL MANUFACTURER & MODEL NO. FLUE TYPE FLUE VENT DIA. (in.) CAP. FUEL (GAL)WEIGHT OPERATING (in.) HEIGHT (in.) DIAMETER DIMENSIONS CODE PLAN RATE (GPH) RECOVERY TEMP. RISE (°F)INPUT @ SEA LEVEL MBH CAPACITY PROVIDE VFD. BRONZE OR STAINLESS STEEL PUMP. 8" 22"12"2.44 BELL & GOSSETT 2AAC SERIES E-90N/A 208 / 32972-74%35095BP-1 BUILDING PRESSURE BOOSTER PUMP SCHEDULE BP- H.P.B.H.P.NOL L (in.)W (in.) H (in.) DIMENSIONSMOTOR VOLTAGE & PHASE MANUFACTURER & MODEL NO.COMMENTSMIN. % EFF.OF RPM PUMP % GLYCOLGPMDUTYPLAN CODE FEET HEAD H.P. SET THERMOSTAT TO 45°FIRE RISER AREA SERVED 5100 SERIES MARKEL40°CEILING4005.0 208 / 313.9EUH-1 REMARKS& MODEL NO. MANUFACTURER (°F) TEMP RISEMOUNTING(ALT.) CFM & PHASE VOLTAGE AMPSKW TOTAL ELECTRICAL PLAN CODE ELECTRIC UNIT HEATER SCHEDULE EUH- PROVIDE BOOSTER PUMP EXPANSION TANK * PROVIDE WITH BELL & GOSSETT WTX-SERIES BOOSTER PUMP EXPANSION TANK * INSTALL/PROVIDE ALL FINAL CONNECTIONS ON THE TOP FLOOR PER MANUFACTURERS RECOMMENDATIONS. PRICE SMPD SERIES 10"/24"x24"/SMDP/3P/2A/B12 PRICE SMPD SERIES 12"/24"x24"/SMDP/3P/2A/B12 PRICE SPD SERIES ADAPTER AND OBD WHERE APPLICABLE * PROVIDE 3-SLOT DIFFUSER ADAPTER AND OBD WHERE APPLICABLE * PROVIDE 3-SLOT DIFFUSER ADAPTER AND OBD WHERE APPLICABLE * PROVIDE 3-SLOT DIFFUSER 28 HLW DIMENSIONS MANUFACTURER & MODEL NO. INLET SIZE W x H PLAN CODE 12½"14"220.10CE 265 MIN. CFM * 1350 14" x 12½"53½" PRICE MODEL SDE-5000 VAV EXHAUST DEVICE SCHEDULE * MAXIMUM CFM TO BE SET AT VALUE SHOWN ON PLAN NEXT TO BOX THUS: - MINIMUM CFM TO BE SET AT 0% (SHUT.OFF) * PERFORMANCE BASED UPON ARI 885-98. BOX No. BOX SIZE MIN. CFM CFM CONTROLLED BY MAX. CFM * WIDE OPEN S.P. OUTLET SIZE W x H DISCHARGE MAX. N.C. @ 1.0" S.P. 12" ROUND SLOT DIFFUSER TO BE PAINTEDPRICE TBDI 4100 SERIES31475 4 - 1" SLOTS 48" LONG W/ SLOT PLENUM See PlansSUPPLY 48"L LINEAR- **90% EFFICIENCY MAX LENGTH (ft) 128 *NOTE: MAX. VENTING LENGTH IS TO NOT EXCEED. IF IT EXCEEDS, A BOOSTER FAN IS TO BE COORDINATED w/ENGINEER PRIOR TO INSTALL. *PROVIDE NEUTRALIZING KIT FOR HIGH-EFFICIENCY FLUE CONDENSATE DRAINAGE. (btu/hr) BTU 17,050 *3-SPEED PUMP w/115 AQUASTAT CONTROL &/or TIMER SETTING *BRONZE OR STAINLESS STEEL PUMP 4.25" 7"6.5"-TACO 009-SFN/A 120 / 13250-65%1/8(0-35) 19 (0-10) 1.8P-1 WATER RECIRC. DOM. HOT PUMP SCHEDULE P- H.P.B.H.P.INPUT L (in.) W (in.) H (in.) DIMENSIONSMOTOR VOLTAGE & PHASE MANUFACTURER & MODEL NO.COMMENTSMIN. % EFF. RPM PUMP % GLYCOL GPM (range) (actual) DUTYPLAN CODE FT of HD (range) (actual)H.P. N/AN/AGROUND CLEANOUT J.R. SMITH: MODEL 4250 PLANS SEEN/AGCO-1 (UNDER MOUNT) (COUNTER MOUNT)S-1 1/2"1/2" KRAUS: FARMHOUSE SING BOWL SINK -mdl# KHF200-33 SST w/BASKET STRAINER. FAUCET: DELTA -TECK COMMERCIAL mdl# 27C2933 SST DECKMOUNT -1.5 GPM FLOW AERATOR. PROVIDE w/MIXING VALVE SYMMONS MAXLINE 7-225-CK-PEX OR EQUAL GDU-1: BADGER-5. CONTROL FROM WALL SWITCH. 2" 1-1/2" SINK FREEZELESS YARD HYDRANT LAVATORY WOODFORD MODEL #21 SLOAN WEUS-1000.1401-0.125 gpf, WHITE FINISH WALL-MOUNTED UNIT. - 1.0 gpf DC BATTERY POWERED. *ADA WHEN INSTALLED AT PROPER HEIGHT. SEE ARCH. HOSE BIBB DRINKING FOUNTAIN (WALL-MOUNT W/BOTTLE FILLER) ELKAY : MODEL - ELKAY LVRCTL8WSK w/BOTTLE STATION. PROVIDE W/ IN-LINE FILTER, SUPPORT CARRIER, CANE TOUCH SKIRT AND REMOTE CHILLER HCR8. PROVIDE ALL PIPING, SUPPORT, & ACCESSORIES AS NECESSARY. ADA AT PROPER HEIGHT. SS-2 WALL HYDRANT (SILLCOCK)SC-1 CHROME BOX, AMD TYPE C INLET) WOODFORD MODEL B65 (w/ INTEGRAL VACUUM BREAKER, FCO-1 FLOOR CLEANOUT J. R. SMITH 4530WCO-1 / ECO-1 WALL CLEAN OUT 1/2" WOODFORD SRH-MS W/ INTEGRAL DUAL-CHECK BACK-FLOW PLANS SEE PLANS SEEN/A3/4"YH-1 1" 3/4" 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" J. R. SMITH 3410Y w/ PERFORATED DOME STRAINER *PROVIDE w/ ½" NICKEL BRONZE RECESSED GRATE.PLANS SEE 3"N/AN/AFLOOR SINKFS-1 KOHLER - VERTICYL - K-2882 - UNDERMOUNT LAVATORY FAUCET: MAC FA444-12DS w/ VANDAL RESISTANT 0.5gpm OUTLET. BATTERY POWERED. PROVIDE W/THERMOSTATIC MIXING VALVE FOR MULTIPLE FAUCETS 2"1/2"L-1 SLOAN:WETS 2052.1101 ECO DUAL FLUSH (1.6 / 1.1) ELONGATED WALL HUNG - 1.6gpf PROVIDE WITH ZURN SEAT:Z5955SS-EL & ALL NECESSARY INSTALL COMPONENTS. J. R. SMITH 2010 w/ B06NB - P050 PROVIDE WITH TRAP GUARD. 2"4"N/A1½"WC-2 WATER CLOSET (ADA ACCESSIBLE) PLANS SEE N/AN/AN/A3/4"HB-1 1/2" N/A 1-1/2"EWC-1 2"4"N/A1½"WC-1 WATER CLOSET ACORN TERRAZZO WARE REDUCED HEIGHT MOP SINK - MODEL #TRH - 242410 W/ VINYL BUMPER GUARD #KBGV FAUCET: CHICAGO 445-897SRCXKCP W/ INTERNAL CHECK STOP 3" 2"BASIN MOP SERVICE N/AN/A N/A N/AFLOOR DRAINFD-1 PLANS SEEN/A N/A N/A OVERFLOW DRAIN ROOF DRAIN OD-1 RD-1 N/A N/A N/A N/A N/A N/A PROVIDE CAST IRON DOME. J.R. SMITH 1080Y - C - R - CI DOME PROVIDE CAST IRON DOME. J.R. SMITH 1010Y - C - R - CI DOME 2"N/AU-1 URINAL PLANS PLANS N/ADOWNSPOUT NOZZLEDSN-1 N/A N/A N/A J.R. SMITH 1770 N/A N/A SEE N/A J.R. SMITH: MODEL 4220 SEEN/AN/A N/A PLUMBING FIXTURE CONNECTION SCHEDULE HOT WATER CONNECTION SIZE PLAN DESCRIPTIONCODE WATER COLD WASTE VENT SPECIFICATIONS SS-1 1/2"1/2"KOHLER: K-6710 w/ K-9142 STRAINER & K-8940 RIM GAURD FAUCET: ELKAY 945BP07L2T, W/ VACUUM BREAKER3" 2"CORNER BASIN MOP SERVICE SLOAN:WETS 2052.1101 ECO DUAL FLUSH (1.6 / 1.1) ELONGATED WALL HUNG - 1.6gpf PROVIDE WITH ZURN SEAT:Z5955SS-EL & ALL NECESSARY INSTALL COMPONENTS. *ADA WHEN INSTALLED AT PROPER HEIGHT. SEE ARCH. * Note: All plumbing fixtures are to have a stop valve installed at the plumbing connection. * Note: All hand sinks outside of the kitchen are to be tempered down to 108°F max temperature. * Note: Lav guards are to be provided on all ADA compliant installed lavatories exposed piping. * Note: All plumbing fixtures are to be ADA compliant where permissible. BACNET CONTROLLER- TIE ALL CONTROLLERS TO CENTRAL NETWORK AND PROVIDE/INTSTALL INFRASTRUCTURE AND PROGRAMMING FOR CONNECTION TO FRONT END CONTROLLER COMPLETE WITH PROGRAMMING AND GRAPHICS. SEE CONTROLS SPEC FOR DETAILS THE ERV HEAT WHEEL IN HEATING MODE IS ENABLED WHEN THE RETURN AIR TEMPERATURE IS 5°F GREATER THAN THE OUTSIDE AIR TEMPERATURE AND DISCHARGE AIR TEMPERATURE IS BELOW DISCHARGE AIR TEMPERATURE SETPOINT. AFTER THE HEAT WHEEL IS ENABLED, IT MODULATES SPEED TO MAINTAIN THE SUPPLY DISCHARGE AIR TEMPERATURE SETPOINT. GAS HEAT IS ENABLED WHEN THE SUPPLY DISCHARGE AIR TEMPERATURE IS LESS THAN DISCHARGE AIR TEMPEARATURE SETPOINT AND THE HEAT WHEEL IS AT 100% SPEED. THE DISCHARGE AIR TEMPERATURE WILL BE CONTROLLED TO MAINTAIN 70°F. DOAS SEQUENCE OF OPERATION: PROVIDE UNIT WITH: -ENERGY RECOVERY WHEEL. -PURGE SECTION FOR MAXIMUM OF 0.013% CARRYOVER. -GAS FIRED HEATING SECTION WITH FULLY MODULATING GAS VALVE. -30% OUTSIDE AIR AND EXHAUST FILTERS TO PROTECT WHEEL. -24" FACTORY CURB. -DDC CONTROLLER TO TIE INTO LG BMS. -SUPPLY DISCHARGE AIR SENSOR. -EXHAUST DISCHARGE AIR SENSOR. -FACTORY CONTROLS TO MEET DOAS SEQUENCE OF OPERATION INCLUDING REMOTE STATIC PRESSURE SENSOR FOR FAN VFD CONTROL. -PROVIDE DUCT STATIC PRESSURE SENSOR AT THE UNIT EXHAUST INLET FOR EXHAST FAN/VFD CONTROL. -SINGLE POINT POWER. - PROVIDE WITH EBTRON OUTDOOR AIRFLOW MONITORING STATION & TIE INTO BAS. BAS TO ALARM WHENEVER OA IS 10% OUTSIDE OF SET POINT PER LEED REQUIREMENTS. - ACCEPTABLE MANUFACTURERS ARE UNITED METAL, UNITECH, ANNEXAIR, TRANE, HAAKON. - TOP 4' OF UNIT IS TO BE FIELD PAINTED. COLOR BY ARCH. - FACTORY PROVIDED DISCONNECT WITH FUSES. 12"x12" 12" x 12" PERF. GRILLE 22See Plans 750 PRICE 500 SERIES PROVIDE 45° DOUBLE-DEFLECTOR ALUMINUM FINISH. TRANSFER AIR DUCT. 15 14 13 1350-22" x 22"AND OBD WHERE APPLICABLE PROVIDE ROUND DUCT CONNECTION PRICE PDR SERIESSee PlansPERF. RETURN 24" x 24" AND OBD WHERE APPLICABLE PROVIDE ROUND DUCT CONNECTION PRICE PDR SERIES10" x 22" See Plans - 625 PERF. RETURN 12" x 24" 10" ROUND1612" x 12" PERF. EXHAUST 22See Plans 350 PRICE PDR SERIES PROVIDE ROUND DUCT CONNECTION AND OBD WHERE APPLICABLE 8" ROUND 12" x 12" PERF. EXHAUST 22See Plans 250 PRICE PDR SERIES PROVIDE ROUND DUCT CONNECTION AND OBD WHERE APPLICABLE 18 SUBMITTAL NOTES: 1. CONTRACTOR TO ALLOW 10 WORKING DAYS FROM THE DATE RECEIVED IN ENGINEERS OFFICE FOR REVIEW OF SUBMITTAL. 2. PARTIAL SUBMITTALS WILL BE REJECTED. CONTRACTOR MAY SPLIT INTO THE FOLLOWING CATEGORIES: A. MECHANICAL DRY & WET SIDE B. PLUMBING C. FIRE PROTECTION 3. SUBMITTAL LITERATURE SHALL INCLUDE A REFERENCE TO THE PLAN CODE &/OR SPECIFICATION AND SHALL INCLUDE CAPACITIES, SIZE OF EQUIPMENT, REQUIRED INSTALLATION, & OPERATING CLEARANCES. 4. INCLUDE NAME & PHONE NUMBER OF EACH SUPPLIER. 5. IF SUBMITTALS ARE PROVIDED IN AN ELECTRONIC FORMAT, PROVIDE INDEXED FILE WITH NAVIGATION LINKS TO EACH ITEM. EA (cfm) 4,5004,500 - FLA CONTROL OF METHOD VFD/SP QTY.TYPE H.P. 208/3 * SEE DEDICATED OUTSIDE AIR UNIT NOTES. * APPROVED MANUFACTURERS ARE LG, UNITED METAL, UNITECH, & ANNEXAIR. LG ARDE-212-52-15H-J4,0004534.1 VOLT/ PHASE EXHAUSTOUTSIDE AIREXHAUSTOUTSIDE AIR CONTROL OF METHOD WEIGHT ELECTRICAL 79.3 64.9 62.4 91.7 87.2 61.8 64.4 75.048.7 0 40.5 0 14.8 54.7 14.7 72.0 EAT LAT DB / WBDB / WB EAT LAT DB / WBDB / WB EAT LAT DB / WBDB / WB EAT LAT DB / WBDB / WB VFD/OA1 2.00PLENUM 247 1984 oz.97.248.712:152" - MERV 8 (qty.2) DOAS-NOTE: ALL VALUES ARE RATED AT 4,800' ELEVATION. *PROVIDE 24" CURB. 4,500 Total cfm (1,500 per floor)DOAS-1 DEDICATED OUTSIDE AIR SYSTEM ENERGY RECOVERY WHEEL (COOLING) QTY.TYPE ESP (" w.c.) EXHAUST FAN INPUT OUTPUTGASLDBEDB MBH MBHPRESS.(°F)(°F) TURNDOWN HEATING (STAINLESS STEEL HEAT EXCHANGERS) MOPMCA MANUFACTURER & MODEL NO. ENERGY RECOVERY WHEEL (HEATING) SA (cfm) REMARKS SUPPLY FAN FILTERCFM @PLAN CODE ELEV.H.P. VFD FROST CONTROL CONTROL OF METHOD VFD T.S.P. (" w.c.) DIMENSIONS 190 L (in) 7570 W (in) H (in) 1 2.00PLENUM 5 14" x 12½" 10" ROUND 24" x 24" PERF. EXHAUST -See Plans --PRICE PDR SERIES PROVIDE ROUND DUCT CONNECTION AND OBD WHERE APPLICABLE17 MIN. ACCESSORIES(LBS.)CODE PLAN IDU WEIGHT CAPACITY (MBH)& MODEL NO MANUFACTURER VOLT/PHSYSTEM SERVED LIQUID LINE VAPOR (in.) HD (in.)(in.) WSEER RATING COOLING MOCPCAPACITY (MBH) HEATING MCA MODULES 1 MODULES 1 UNIT DIMENSIONSLINE SET SIZES (EACH)(ODU) MINI SPLIT UNIT (MSU-) ELECTRICAL 32"15" LG SINGLE ZONE WALL MOUNTED LS243HLV (ODU: LSU243HLV - IDU: LSN243HLV) 3/8"5/8"22.0 12.5 /21.5 208/1 38"19 - 1 ELECTRICAL CONNECTIONS REQUIRED. 30 **PROVIDE MIRO CONDENSER PLATFORM OR EQUAL. TONS 2.0 27.040 CONTROL WALL-REMOTE THERMOSTAT (IDU) (in.) HD (in.)(in.) W UNIT DIMENSIONS (IDU) 14"11"47"- M.C. TO PROVIDE CONDENSATE PUMP (LBS.) ODU WEIGHT 125 LINE - FACTORY PROVIDED WALL MOUNT KIT, MOUNT AT 8'-0" AFF. *ALL DISCONNECTS PROVIDED / INSTALLED BY ELECTRICAL * PROVIDE 24/7 POWER MSU-2.1 * POWER FOR THE INDOOR AC UNITS ARE FED FROM THE OUTDOOR RCU UNIT. (ODU) (IDU) EER / ELEC/IT Room (206) * ALL REFRIGERATION PIPING TO BE INSTALLED WITH HARD DRAWN TYPE "L" COPPER TUBING * ALL SUCTION PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION AND SEALED WITH ARMAFLEX GLUE. NO TAPE WILL BE ALLOWED! * LINE SETS NOT TO EXCEED PIPING LENGTH OF 164' TOTAL. VERTICAL RUNS NOT TO EXCEED 95' IN ELEVATION. * PROVIDE WITH LOW AMBIENT KIT. SEWAGE EJECTOR (SE-) RPM OPTIONSTYPE LEVEL CONTROL MODELMODELVOLTAGE PUMP & PHASE(ft.) HEAD PUMP QUANTITY (in.) DISCHARGE GPM PER PUMP (TOTAL) PLAN CODE AREA SERVED TYPE 1750(SEWAGE EJ.) WEIL 8151SYSTEM TETHEREDWEIL 2613-2208 / 32 2" 75 SE-1 BUILDING DEMAND DUPLEX 75 * (2) MODEL 2516-2" SUBMERSIBLE PUMPS EACH SIZED FOR 75 GPM @ 30 TDH USING 5HP/1750/208/3 AIR FILLED MOTORS. * (1) MODEL 2613K7021-2" REMOVAL SYSTEM. GUIDE RAILS BY OTHERS. * (2) MODEL 2613K102 DISCHARGE FLANGE KIT. * (1) MODEL 2613K501 SUB BASE. * (1) MODEL LEVEL CONTROL LIFTING ASSEMBLY. * (4) MODEL 8230K1016-AS FLOAT SWITCHES (60-FT CORD) WITH SIDEWALL/COVER MOUNTING BRACKET. * (1) MODEL 8151-T-025 NEMA 1 CONTROL PANEL, MAGNETIC CONTACTORS, MAIN DISCONNECT, OVERLOAD PROTECTION, T-O-A SWITCHES, TRANSFORMER, PILOT LIGHTS, K7036 UL LABEL, K7051 HWA BELL AND K7053 HWA DOME LIGHT. * 30"H x 24"W x 12" D NEMA 4 STEEL ENCLOSURE RATED FOR OUTDOOR CONDITIONS. * 48" x 84" DEEP FIBERGLASS BASIN WITH NECCESSARY INLET/OUTLET CONNECTIONS. * TRAFFIC RATED SECURITY LID WITH IN-BED FRAME AND GASKET. Control Panel: See 8100 Duplex Control - Outdoor Rated Guide Bar / Pump Removal: See 2613-2 High Water Alarm / Pump Failure Alarm / Tied into BMS * CONTROL PANEL - PROVIDED/INSTALLED BY P.C. WIRED BY ELECTRICAL. * CONTROL PANEL MUST RATED FOR INDOOR & OUTDOOR CONDITIONS. 5 10 HP TOTAL 30 30 * PROVIDE/TERMINATE WITH POWERHOG SOLAR-POWERED VENT PIPE FILTER OR EQUAL FOR SEWAGE EJECTOR DEDICATED VENT PIPING. num. description date RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 NOTE: ANY DEVIATION OF LENGTHS WILL AFFECT REFRIGERANT PIPE SIZES. CONTRACTOR TO CONTACT ENGINEER & LG VRF REPRESENATATIVE PRIOR TO INSTALL IF DEVIATED FROM DESIGN. IT IS THE CONTRACTOR RESPONSIBILITY TO REQUEST CLARIFICATION ON ANY DISCREPANCIES &/OR DEVIATIONS FROM DESIGN. IF FAILED TO DO SO, GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COST IMPACT. 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:28 PM RE X B U R G B R A N C H ME C H A N I C A L S C H E D U L E S M002 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N * FILTER ACCESS IS TO BE MAINTAINED AT ALL TIMES. 2-WAY CEILING MULTI V * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * 3/8" Liq., 5/8" Vapor, 1" Condensate *M.C. TO PROVIDE CONDENSATE PUMP & SIDE SKIRT.600 / 530 / 459 --484508.921.632.727.3 ARNU243TLC4THERMOSTAT SIMPLE MA LGR-410A24.2 208 /1~CC-2.0 2.0AST MGR, JANITOR (109, 111) AC-1.5 4-WAY CEILING MULTI V * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * 3/8" Liq., 5/8" Vapor, 1" Condensate *M.C. TO PROVIDE CONDENSATE PUMP & SIDE SKIRT.600 / 530 / 459 --484508.033.133.127.3 ARNU243TPC4THERMOSTAT SIMPLE MA LGR-410A24.2 208 /1~C-2.0 3.0115 50 4.5OPEN OFFICE/ ENTRY (101,103) AC-1.4 175 110 N TRAINING (016)AC-0.1 3.0N OPEN AGENT OFFICE (114) 2.0 LEVEL #2 (CFM) HRU-2.2 540 AC-2.1 AC-2.2 MINIMUM CODE PLAN TONS NOMINAL AIR OUTSIDE SERVED SYSTEM SERVED AREA VRF AIR CONDITIONING UNIT AC- (HRU-) * PROVIDE CONDENSATE PUMP FOR WALL/CEILING MOUNTED UNITS. ALL CEILING CASSETTES ARE TO BE PROVIDED w/SIDE SKIRT & MOUNTED TO WHERE AIR-THROW BLADES ARE FLUSH TO STRUCTURAL BEAM. AC-1.3 AC-1.2 OFFICE (104, 105) 3.0 BASEMENT LEVEL (CFM) 180 MINIMUM CODE PLAN TONS NOMINAL AIR OUTSIDE SERVED SYSTEM SERVED AREA VRF AIR CONDITIONING UNIT AC- LEVEL #1 (CFM) MINIMUM CODE PLAN TONS NOMINAL AIR OUTSIDE SERVED SYSTEM SERVED AREA VRF AIR CONDITIONING UNIT AC- * PROVIDE EACH UNIT WITH FACTORY PROVIDED FILTER RACK AND 4" MERV 7 FILTER. INSTALL EACH RACK TO MAINTAIN EASY ACCESSIBILITY. CEILING SHOULD BE MARKED INDICATING ACCESS TO FILTER RACK FOR EACH FCU. * SEE note 1, 2, 3, 4, & 5 * Contractor is to maintain a minimum of 12" clear free area above the top of the HRU. WALL MOUNTED MULTI V LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED (WATTS) INPUT POWER LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED LRG. CHASIS MULTI V DUCTED @ 45° OA * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * M.C. TO PROVIDE CONDENSATE PUMP & SIDE SKIRT. * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * 3/8" Liq., 5/8" Vapor, 1" Condensate *M.C. TO PROVIDE CONDENSATE PUMP * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate * PIPE COPPER CONDENSATE TO NEAREST DRAIN. * FACTORY INSTALLED COND. PUMP * 3/8" Liq., 5/8" Vapor, 1" Condensate PRHR023A - 2 PORT PRHR063A - 6 PORT PRHR033A - 3 PORT PRHR083A - 8 PORT PRHR043A - 4 PORT N/A see HRU5/8"3/8" 68.05 LG - MULTI V HEAT RECOVERY UNIT 8-9/16"25-7/8"30-15/16" 7.527.838.50.1 2.65 2.65 2.65 2.65 2.65 3.5 5.2 5.2 360 / 310 / 250 586 / 533 / 484 2.65 2.65 2.65 2.65 2.65 84 ARNU123TLC4 LG 2.65 THERMOSTAT SIMPLE MA 1501~13.6 R-410A12.3 208 /C-1.0 (Note 2)(Note 2)(Note 2)(Note 2)(Note 2)0.06 208v /60hz /131 EEV / INDOOR UNIT 31 8, 6, 4, 3, or 2 (Note 1)38R410ASee Note 5HRU-#.#60,000 494 / 449 / 406 --3245013.010.040.527.3 ARNU243S5L4THERMOSTAT SIMPLE MA LGR-410A24.2 208 /1~W-2.0 15.024.855.0 18.128.668.22684 / 2260 / 2260 0.86 2050 / 1766 / 1766 0.86 192 19218.128.668.286.0 ARNU763B8A2THERMOSTAT SIMPLE MA LG800R-410A76.4 208 /1~6.25 67.5 ARNU963B8A2THERMOSTAT SIMPLE MA LG800R-410A95.5 208 /1~8.0 1819 / 1678 / 1395 0.55 1568 / 1395 / 1183 0.55 1218/ 1141 / 1084 0.39 1141 / 1024 / 894 0.39 915 / 851 / 770 0.39 671 / 537 / 487 0.39 547 / 470 / 427 0.39 477 / 427 / 318 0.31 117 117 84 84 84 84 84 84 450 450 450 450 450 58 58 58 533 / 484 / 434 0.31 0.31 516 / 484 / 434 0.31 11.719.253.043.8 ARNU423M2A4THERMOSTAT SIMPLE MA LGR-410A42.0 208 /1~3.5 11.719.253.040.6 ARNU363M2A4THERMOSTAT SIMPLE MA LGR-410A36.0 208 /1~3.0 10.217.734.7 10.217.734.7 10.217.734.78.5 ARNU073M2A4THERMOSTAT SIMPLE MA LG150R-410A7.0 208 /1~0.6 13.6 ARNU123M2A4THERMOSTAT SIMPLE MA LG150R-410A12.0 208 /1~1.0 10.9 ARNU093M2A4THERMOSTAT SIMPLE MA LG150R-410A9.0 208 /1~0.8 11.719.253.021.5 ARNU183M2A4THERMOSTAT SIMPLE MA LGR-410A18.0 208 /1~1.5 11.719.253.017.1 ARNU153M2A4THERMOSTAT SIMPLE MA LG450R-410A15.0 208 /1~1.25 15.024.855.051.2 ARNU483M3A4THERMOSTAT SIMPLE MA LG450R-410A48.0 208 /1~4.0 11.719.253.031.5 ARNU283M2A4THERMOSTAT SIMPLE MA LG R-410A28.0 208 /1~2.3 61.4 ARNU543M3A4THERMOSTAT SIMPLE MA LG450R-410A54.0 208 /1~4.5 11.719.253.027.3 ARNU243M2A4THERMOSTAT SIMPLE MA LGR-410A24.0 208 /1~2.0 AMPS RATED SIZE TYPE (in., OD) SYSTEM LINE LOW VAPOR (in., OD) SYSTEM LINE HIGH VAPOR (in., OD) SYSTEM LINE LIQUID (in., OD) PORT LINE VAPOR WT.(LBS) UNIT MODE - dB(A) SIMULATNEOUS MODE - dB(A) HEATING(each Port) ELECTRICAL (in.) CONDENSATE SIZE DRAIN MODE - dB(A)(in., OD) PORT LINE LIQUID SOUND PRESSURE LOCATION CONTROL / REFRIGERANT COOLING PORTS INDOOR UNIT NUMBER OFPOWER INPUT (amps) TONS MAX UNIT (BTU/H) CAPACITY MAX PORT (BTU/H) CAPACITY (each Port)VOLTAGE & PHASE REMARKS MAKE & MODELUNIT DIMENSIONS DEPTHHEIGHTWIDTHTYPE REFRIGERANTPLAN CODE WEIGHT UNIT (LBS)HIGH /MED/ LOW BLOWER CFM ESP W (in.) D (in.) H (in.) DIMENSIONS UNIT TYPE HEATING (MBH) CAPACITY TYPE & MODEL NO. MANUFACTURERCONTROL REMARKS REFRIGERANTCOOLING (MBH) CAPACITY VOLTAGE & PHASE TONS / NOMINAL VARIABLE REFRIGERANT FLOW HEAT RECOVERY UNIT TYPES VRF AIR CONDITIONING UNIT TYPES 4. Provide with ball valves with integral schrader valve on all ports. 3. All communication cable to be minimum 18 AWG, 2-conductor, stranded, shielded, and comply with NEC. 2. All refrigerant pipe requires insulation. See LATS schematic for pipe size. 1. Each port can allow up to 8 indoor units w/a maximum capacity of 60 MBh per port. 4-WAY CEILING MULTI V 2.65 2.65 1.25CONFERENCE, ELECT (106, 107) AC-1.6 3.5 TONS **PROVIDE MIRO CONDENSER PLATFORM. ELECTRICAL REMOTE CONDENSING UNIT RCU- (EACH)(EACH) LINE SET SIZES UNIT DIMENSIONS 1 / 2 / 3 MODULES VAPOR LOW1 / 2 / 3 MODULES MCAHEATING (MBH) CAPACITY MOCPCOOLING RATING SEER W (in.) (in.) D H (in.)VAPOR HIGHLINE LIQUIDSERVED SYSTEM VOLT/PH MANUFACTURER & MODEL NO ENTERING (°F) AIR (MBH) CAPACITYWEIGHTPLAN CODE (LBS.)ACCESSORIES MIN. LG RESTROOMS/LOBBY (212, 213, 201) OFFICES (216, 217) HRU-2.1 95 see HRU see HRU 1.5 1.565AC-2.3 CONFERENCE (200)HRU-2.2 3.5140AC-2.4 OPEN AGENT OFFICE (202)HRU-2.2 24 -100 40/80 - 2 ELECTRICAL CONNECTIONS REQUIRED. - PROVIDE w/LOW-AMBIENT KIT & REQUIRED ACCESSORIES. 28.5/57.9324 49" 49"-100288 *3/4" *1-1/8" *3/8" *5/8" LG MULTI V - V HEAT RECOVERY ARUM288BTE5 30" 30" 66" 66" (1)507# (1)659#RCU-1.1 RCU-2.1 *7/8" *1-1/8"LEVEL 1 LEVEL 224 324 49" 49"288 *3/4" *1-1/8" *3/8" *5/8" LG MULTI V - V HEAT RECOVERY ARUM288BTE5 30" 30" 66" 66" (1)507# (1)659# *7/8" *1-1/8" - 2 ELECTRICAL CONNECTIONS REQUIRED. - PROVIDE w/LOW-AMBIENT KIT & REQUIRED ACCESSORIES. -RCU-0.1 BASEMENT20 49"*1-1/8"LG MULTI V - V HEAT RECOVERY ARUM241BTE530" 67"*1-3/8"- 1 ELECTRICAL CONNECTION REQUIRED. - PROVIDE w/LOW-AMBIENT KIT & REQUIRED ACCESSORIES. 3.0185AC-0.2 2.0600AC-0.3 1.550AC-2.5 OFFICES (203, 204)HRU-2.2 233.1 208/3(1)666# 243 63.2 80 100 *5/8" **NOTE: BASIS OF DESIGN PERFORMED UNDER LG. ALTERNATIVE MANUFACTURER WILL BE ACCEPTED PER CLIENT REQUEST.** 5. 2-port max capacity - 120mbh 3-port max capacity - 180mbh 4, 6, & 8-port max capacity - 230mbh C-2.0AC-0.8 150 2.3 AC-0.7 170 -- 2.3 C-2.0 AC-0.6 AC-0.5 155AC-0.4 W-2.0 AC-0.9 -- -- 2.0 S TRAINING (015) STORAGE, BTH RM (011-013) GAME RM (002) LOUNGE, PHONE, MOTHERS RM (006-010) BREAK, PREP RM (003, 004) ELECTRICAL (005) SE STAIRS (S2) N STAIRS (S1) 1.5COPY (122) AC-1.10 110 4.0S OPEN AGENT OFFICE (114) AC-1.9 120 50 1.5 OFFICES (119, 120) AC-1.8 AC-1.7 CONFERENCE (115) 1.5OFFICES (116-118) AC-1.11 70 75 2.3 70 - W-2.0AC-1.12 ELECTRICAL (107) HRU 1.1 HRU 1.1 HRU 1.1 HRU 1.1 HRU 1.1 HRU 1.1 HRU 1.2 HRU 1.2 HRU 1.2 HRU 1.2 HRU 1.2 540 2.0AC-1.1 RESTROOMS (112, 113)HRU 1.2 1.055AC-2.6 CONFERENCE (205)HRU-2.2 2.085AC-2.7 HRU-2.1AST MGR. (210) 3.0140AC-2.8 HRU-2.1OPEN AGENT OFFICE (210) 3.0140AC-2.9 HRU-2.1OPEN AGENT OFFICE (210) 3.5125AC-2.10 HRU-2.1CONFERENCE (214) C-2.0-AC-2.11 HRU-2.1STAIRS (S2) C-2.0-AC-2.12 HRU-2.2STAIRS (S1) 208/3 208/340/8028.5/57.9 HRU 0.2 HRU 0.1 HRU 0.2 HRU 0.2 HRU 0.1 HRU 0.2 HRU 0.1 HRU 0.2 HRU 0.1 num. description date 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:30 PM RE X B U R G B R A N C H ME C H A N I C A L C O M P L I A N C E R E P O R T M003 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N COMCHECK COMCHECK num. description date 1 1 A A 2 2 3 3 B B C C D D E E OA R 1 0 ' - 0 " 10 M502 CONCENTRIC VENT R 10' - 0" 3,725 SF (80')(6')/2 = 120 SF (115')(1')/2 = 58 SF 3,903 SF @ 1.5" RAINFALL 3,903SF = 61 GPM RCU-0.1 RCU-1.1 EA R 1 0 ' - 0 " 4" VTR 1" NG 4OZ. 3/4" NG 2LB. 1 2 3,600 SF (20')(6')/2 = 60 SF (170')(1')/2 = 85 SF 3,745 SF @ 1.5" RAINFALL 3,903SF = 58.4 GPM DOAS-1MSU-2.1 YH-1 4,000lbs RCU-2.1 507lbs 666lbs 659lbs 507lbs 659lbs 125lbs TYP. M505 1 TYP. M501 3,4 TYP. M501 9 1,2 M501 7 M504 4,5 M504 TYP. M502 10 9 M504 TYP. M504 8 1 M502 3 4 5 5 6 7 7 8 99 10 5 4" OD-1 4" RD-1 4" RD-1 4" OD-1 ELEV. R 1 0 ' - 0 " 3" VTR 11 SHAFT GENERAL NOTES MECHANICAL CONTRACTOR IS TO PROVIDE / INSTALL A SUNLIGHT RESISTANT PERMANENT SIGN ON EACH REMOTE CONDENSING UNIT THAT IDENTIFIES THE SYSTEM NAME. ALL OUTSIDE AIR OPENINGS ARE TO BE A MIN. OF 10' AWAY FROM ANY EXHAUSTING OUTLET. IT IS THE INSTALLING CONTRACTORS RESPOSIBILITY TO COORDINATE WITH ALL OTHER TRADES DURING INSTALLATION TO ENSURE THIS REQUIREMENT IS MET. ALL EQUIPMENT LOCATED ON THE ROOF IS TO BE A MIN. OF 10' AWAY FROM ANY ROOF EDGE. NO EXCEPTIONS. CONTRACTOR TO PROVIDE ALL MANUFACTURES INSTALLATION INSTRUCTION FOR ALL EQUIPMENT ON THE JOB SITE FOR LOCAL CODE REVIEWS AND APPROVALS. CONTRACTOR IS RESPONSIBLE TO PRIME & PAINT ANY EXPOSED NG PIPING ON ROOF PER 2012 IFGC REGULATIONS. REFRIGERANT PIPING & ALL OTHER PLUMBING PIPE IS TO NOT PENETRATE INTO THE ELEVATOR SHAFT, NO EXCEPTIONS. CONTRACTOR TO ROUTE ALL PIPING AROUND ELEVATOR SHAFT IN THE FLOORS BELOW. CONTRACTOR TO BE HELD RESPONSIBLE FOR ALL COST IF SUCH INSTALLATION IS PERFORMED. MECHANICAL CONTRACTOR TO NOT INSTALL ANY PITCH POCKET PENETRATIONS WHEN PENETRATING ROOF WITH PIPING, NO EXCEPTIONS. CONTRACTOR TO BE HELD RESPONSIBLE FOR ALL COST IF SUCH INSTALLATION IS PERFORMED. A B C D E F G Per UPC Rainfall of 1.0"/hr 3" 3,288 4" 7,520 5" 13,360 6" 21,400 8" 46,000 10" 82,800 NATURAL GAS SUMMARY NATURAL GAS LOAD: DOAS-1: 247 MBH INPUT = 285.5 CFH WH-1: 76 MBH INPUT = 87.9 CFH FUTURE: 150 MBH INPUT = 173.4 CFH TOTAL: 473 MBH INPUT = 546.8 CFH USE 1" 2LB NG LINE. MAXIMUM LENGTH OF RUN = 200 FT. MAX. AVAILABLE FOR ½ 2LB. 318 CFH MAX. AVAILABLE FOR ¾" 2LB. 642 CFH MAX. AVAILABLE FOR 1" 2LB. 1,170 CFH MAX. AVAILABLE FOR 1¼" 2LB. 2,410 CFH MAX. AVAILABLE FOR 1½" 2LB. 3,610 CFH MAX. AVAILABLE FOR 2" 2LB. 6,960 CFH ________________________________________________________ NOTE: NG PIPING SYSTEM SIZED PER 2015 IFGC USE: 865 BTUH / CFH NATURAL GAS LOAD DOAS-1 285.5 MBH WH-1 76 MBH FUTURE 150 MBH TOTAL 473 MBH TOTAL FLOW 546.8 CFH TOTAL CAPACITY 1,170 CFH L.O.R 200' USE 1" 2LB. MAIN RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:34 PM RE X B U R G B R A N C H ME C H A N I C A L R O O F P L A N M101 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N M101 1 MECHANICAL ROOF PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 PROVIDE/INSTALL 2LBS TO 4OZ NG REGULATOR. INSTALL PER MANUFACTURER RECOMMENDATION & REGULATIONS. 2 ¾" 2LB. NG FROM BELOW. SEE SHEET UTILITY PIPING FOR CONTINUATION. 3 RAISE CONCENTRIC VENT THROUGH ROOF. SEE MECHANICAL FLOOR PLANS FOR CONTINUATION. 4 RISE VENT PIPING UP THROUGH ROOF. SEE PLUMBING PLANS FOR CONTINUATION OF PIPING. 5 REMOTE CONDENSER TO BE MOUNTED ON TOP OF MIRO CONDENSER PLATFORMS. MOUNT REFER LINES UNDER CONDENSER AND ROUTE AS SHOWN ON UTILITY PIPING SHEETS. 6 PROVIDE ¾" DCW LINE FROM BELOW. PROVIDE/INSTALL ALL FINAL CONNECTION TO YARD HYDRANT. SEE PLUMBING SHEET FOR CONTINUATION. 7 PENETRATE REFRIGERANT PIPING TO LEVEL BELOW & COORDINATE ROUTING REFRIGERANT PIPING LATS. SEE UTILITY SHEETS FOR CONTINUATION. 8 POSITION DOAS UNIT AS SHOWN & PENETRATE SA/EA DUCT VERTICALLY TO FLOOR'S BELOW THROUGH PROVIDED SHAFT. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR SHAFT DIMENSIONS. 9 DROP RD/OD TO LEVEL BELOW. CONTRACTOR TO COORDINATE WITH STRUCTURAL BEAMS & KEEP DROP AS TIGHT AS POSSIBLE TO STRUCTURAL COLOUMN. SEE PLUMBING SHEETS FOR CONTINUATION. 10 MECHANICAL CONTRACTOR TO PROVIDE/INSTALL (1) REFRIGERANT LINE TO SERVE MINI-SPLIT UNIT ON LEVEL 2 IT ROOM, SEE UTILITY PIPING PLANS FOR CONTINUATION. PROVIDE/INSTALL SHEET METAL RAIN CAP TO ACCOUNT FOR FUTURE LINE SET ROUTING IF NEEDED. FIRE STOP ALL PENETRATIONS AS REQUIRED. 11 RISE 3" SEWAGE EJECTOR VENT FROM BASEMENT LEVEL & RISE THROUGH BUILDING AS SHOWN, SEE PLUMBING SHEETS. CONTRACTOR TO CONTINUE ROUTING VENT UP THROUGH ROOF. VENT IS TO BE ROUTED INSIDE WALL CAVITY, NO EXCEPETIONS. TERMINATE ABOVE ROOF WITH POWERHOG 'PLUS' (OR EQUAL) SOLAR-POWERED VENT PIPE CARBON FILTER. num. description date TRAINING 016 716.69 SF TRAINING 015 659.84 SF STAIR S1 203.62 SF ELEV. E1 66.86 SF GAME ROOM 002 417.16 SF PREP. 003 249.07 SF BREAK ROOM 004 483.80 SF JANITOR 006 46.18 SF ELECTRICAL 005 91.45 SF STAIR S2 212.08 SF EMPLOYEE LOUNGE 007 525.85 SFSTORAGE 013 323.19 SF WOMEN'S 012 219.44 SF MEN'S 011 179.73 SF PHONE 009 59.26 SF PHONE 008 67.89 SF HALL 014 624.85 SF 861 SF 0.1 848 SF 0.4 733 SF 0.6 91 SF 0.7 T T T T T T 897 SF 0.2 1065 SF 0.3 1229 SF 0.5 PUMP ROOM M01 45.64 SF 204 SF 0.8 212 SF 0.9 T T T PHONE 017 MOTHER'S 010 WOMEN'S 113 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 JANITOR 109 STAIR S2 FIRE RISER 110 MEN'S 112 ELEV. E1 BIKES 102 ENTRY 101 STAIR S1 HALL 121 OFFICE 120 OFFICE 119 OFFICE 118 OFFICE 117 OFFICE 116 COLLAB. AREA 122 CONFERENCE 115 OPEN AGENT OFFICE 103 AST. MGR. 111 OPEN AGENT OFFICE 114 T T T T T T T 1281 SF 1.2 854 SF 1.5 414 SF 1.8 433 SF 1.9 T 536 SF 1.7 176 SF 1.4 782 SF 1.6 443 SF 1.10 256 SF 1.11 T T 265 SF 1.3 97 SF 1.12 T 420 SF 1.1 T TS 1 ON 1 ROOM 203 140.89 SF OFFICE 204 124.07 SF CONFERENCE 205 175.53 SF ELECTRICAL / IT 206 97.46 SF STAIR S2 212.08 SF WOMEN'S 213 176.51 SF MEN'S 212 175.27 SF LOBBY 201 102.46 SF ELEV. E1 66.86 SF STAIR S1 203.62 SF OFFICE 217 124.50 SF OFFICE 216 122.90 SF REFRESH 215 590.02 SF CONFERENCE 214 536.78 SF OPEN AGENT OFFICE 202 749.11 SF AST MGR. 210 491.64 SF OPEN AGENT OFFICE 211 1616.25 SF COPY 207 45.78 SF 639 SF 2.1 930 SF 2.2 JANITOR 208 80.97 SF STORAGE 209 72.78 SF 749 SF 2.4 1146 SF 2.8 545 SF 2.10 176 SF 2.6 T T T T T T 675 SF 2.9 537 SF 2.7 265 SF 2.5 CONFERENCE 200 184 SF 2.3 T T T T TS TS TS 97 SF MSU-2.1 T 212 SF 2.11 204 SF 2.12 T T 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 5:17:27 PM RE X B U R G B R A N C H ME C H A N I C A L Z O N I N G P L A N M101Z - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N 0'4'8'16'32' SCALE: 1/8" = 1'-0" N M101Z 1 BASEMENT - MECHANICAL ZONING PLAN 0'4'8'16'32' SCALE: 1/8" = 1'-0" N M101Z 2 LEVEL 1 - MECHANICAL ZONING PLAN 0'4'8'16'32' SCALE: 1/8" = 1'-0" N M101Z 3 LEVEL 2 - MECHANICAL ZONING PLAN Zoning Plan Basement Name Gross Area 0.1 861 SF 0.2 897 SF 0.3 1065 SF 0.4 848 SF 0.5 1229 SF 0.6 733 SF 0.7 91 SF 0.8 204 SF 0.9 212 SF Zoning Plan Level 1 Name Gross Area 1.1 420 SF 1.2 1281 SF 1.3 265 SF 1.4 176 SF 1.5 854 SF 1.6 782 SF 1.7 536 SF 1.8 414 SF 1.9 433 SF 1.10 443 SF 1.11 256 SF 1.12 97 SF Zoning Plan Level 2 Name Gross Area 2.1 639 SF 2.2 930 SF 2.3 184 SF 2.4 749 SF 2.5 265 SF 2.6 176 SF 2.7 537 SF 2.8 1146 SF 2.9 675 SF 2.10 545 SF 2.11 212 SF 2.12 204 SF MSU-2.1 97 SF num. description date 1 1 A A 2 2 3 3 B B C C D D E E ZONE 1 3.0 TON 180 cfm OA AC - 0 . 1 1141 CFM 24/12 @ 610 fpm ZONE 2 3.0 TON 185 cfm OA AC - 0 . 2 915 CFM 18/12 @610 fpm 22"/14" SA 9 408 TYP(2) AC - 0 . 6 671 CFM 16/12 @650 FPM ZONE 6 2 TON 150 cfm OA AC - 0 . 5 915 CFM 18/12 @650 FPM ZONE 5 2.3 TON 170 cfm OA 14"/12" SA ZONE 3 2.0 TON 671-487cfm 671cfm 14/12 @650fpm 1,350cfm 14/12 @740fpm 800cfm 14/10 @825fpm 785cfm 16"/12" OA 18"/12" EXH 18"/12" EXH 180sf 9'0" ceiling 10ach 340cfm EA 18 " / 1 2 " E X H 180sf 9'0" ceiling 10ach 270cfm EA 7 125 TYP.(2) FS SP 8"Ø SA 8"Ø SA8"Ø SA 8"Ø EXH8"Ø EXH 8"Ø EXH8"Ø EXH 14"/10" EXH 16 " / 1 2 " O A 16"/12" OA 16 " / 1 2 " O A 14 " / 1 2 " O A 48"/10" OA SP 600cfm OA 8"Ø SA STAIR S122"/14" SA 12"/12" SA 18"/18" EXH AC-0.8 7 125 TYP.(2) 16"/12" OA 8"Ø SA 1 100 AC - 0 . 3 JA N I T O R 00 6 ELECTRICAL 005 STAIR S2 TRAINING 015 TRAINING 016 EMPLOYEE LOUNGE 007 HALL 014 HALL 014 BREAK ROOM 004 PREP. 003 GAME ROOM 002 EL E V . E1 PUMP ROOM M01 PHONE 008 PHONE 009 AC-0.9 75sf 9'0" ceiling 10ach 100cfm EA 15 100 50sf 10'0" ceiling 10ach 100cfm EA 18"/18" EXH 12 85 12 85 2 325 10"Ø SA 2 100 12 " Ø S A 10 " Ø S A 12 " Ø S A 12"Ø SA 9 300 TYP(2) 18"/12" SA 14"/12" SA 8"Ø SA 8"Ø SA 8"Ø SA 8"Ø EXH AC-0.7 16"/12" SA 7 225 TYP.(3) 7 225 TYP.(3) 15 150 8"Ø SA8"Ø SA8"Ø SA 8"Ø EXH AC - 0 . 4 671 CFM 16/12 @650 FPM ZONE 4 2.3 TON 155 cfm OA 16"/12" SA 8"Ø SA8"Ø SA 8"Ø SA8"Ø SA 7 125 TYP.(4) 20"/12" OA 3 175 8" Ø O A 7 215 8"Ø SA T T T T T T 8"Ø OA 8"Ø OA 12"Ø SA 8"Ø OA 8"Ø OA 8"Ø OA T T T 8"Ø SA8"Ø SA 15 156 TYP.(4) 8"Ø SA8"Ø SA 0.1 14"/14" TA 14 0 TYP. 14 0 TYP. 14"/14" TA 18 0 TYP.(2) 12"/12" TA 18 0 TYP.(2)12"/12" TA 12 85 TYP.(2) 7 185 TYP.(3) 8"Ø SA 14 0 TYP. 14 0 TYP. 14 0 TYP. 13 0 TYP. 13 0 TYP. 14"/14" TA 13 0 TYP. 14 0 TYP. 13 0 TYP. 14 0 TYP. 14"/14" TA 14"/14" TA 1 1 1 1 1 1 2 3 3 3 3 3 4 4 5 5 6 7 8 8 9 10 10 8"Ø SA8"Ø SA8"Ø SA 1 11 11 TYP. M503 2 TYP. M503 2 TYP. M503 1 TYP. M503 2 TYP. M503 1 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 12 TYP. M503 4,11 TYP. M503 6 TYP. M503 6 TYP. M503 6 TYP. M503 7 TYP. M503 7 TYP. M503 7 TYP. M503 7 TYP. M503 7 10 M503 TYP. M504 11 TYP. M504 11 TYP. M505 4 45sf 10'0" ceiling 10ach 75cfm EA 8"Ø EXH 12 60 8"Ø SA 10 " Ø S A 8"Ø SA15 75 8"Ø EXH 8"Ø SA12 80 PHONE 017 15 100 1 1 1 1 11 RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 MECH GENERAL NOTES A. ALL FIRE SMOKE DAMPERS ARE TO BE 120V, PROVIDED BY M.C., AND ARE TO BE CONTROLLED BY FIRE ALARM CONTRACTOR AND INTERLOCKED WITH FIRE SYSTEM. DAMPERS TO BE UL LISTED TO MEET OR EXCEED THE RATING OF THE WALLS. B. CONTRACTOR IS TO PROVIDE / INSTALL ALL DUCTWORK AS HIGH UP AS POSSIBLE AND TIGHT TO BOTTOM OF BEAMS / JOISTS. ALL DUCT ROUTED ABOVE HARD LID CEILING IS TO NOT HAVE ANY FLEX DUCT RUNS, NO EXCEPTIONS. C. CONTROLS CONTRACTOR TO COORDINATE FINAL LOCATIONS OF ALL T-STATS WITH OWNER / ARCHITECT PRIOR TO ANY INSTALLATION. D. ALL DUCT ELBOWS ARE TO BE RADIUS ELBOWS WHERE EVER POSSIBLE TO INSTALL. IF SPACE CONSTRAINTS DOWN ALLOW FOR THEM TO BE INSTALLED, RADIUS HEEL ELBOWS ARE TO BE USED. NO EXCEPTIONS TAKEN. E. ALL DUCT TAKE-OFFS ARE TO BE HIGH EFFICENCY TAKE-OFFS (HETS) NO EXCEPTIONS TAKEN. F. CONTRACTOR TO PROVIDE / INSTALL ACCESS PANELS FOR ALL EQUIPMENT, DAMPERS, ETC. LOCATED ABOVE HARD LID CEILINGS AS REQURIED. G. ALL FAN COIL UNITS IN THE SHELL SPACES ARE TO BE PROVIDED / INSTALLED AS HIGH UP AS POSSIBLE. ROUTE CONDENSATE DRAINS FROM ALL UNITS TO THE NEAREST FLOOR DRAIN OR INDIRECT DRAIN BELOW SINKS. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONTRACTOR TO FIELD COORDINATE THE ROUTING OF ALL DRAIN PIPING. H. MOTORIZED DAMPERS PROVIDED/INSTALLED BY MECHANICAL CONTRACTOR AND ARE TO BE 24V FOR ECONOMIZER CONTROL. I. ALL DUCTWORK TRANSITIONS OVER/UNDER ANY OTHER MECHANICAL DUCT PATH OR ARCHITECTURAL FEATURES ARE TO BE AT A 30° INCLINE/DECLINE TO MAINTAIN PROPER AIR FLOW. (TYP.) VAV BOXES 0.1 CE 785 0 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 5:18:29 PM RE X B U R G B R A N C H BA S E M E N T - M E C H A N I C A L F L O O R P L A N M201 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N M201 1 BASEMENT - MECHANICAL PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 ALL DUCTWORK TRANSITIONS OVER/UNDER ANY OTHER MECHANICAL DUCT PATH OR ARCHITECTURAL FEATURES ARE TO BE AT A 30° INCLINE/DECLINE TO MAINTAIN PROPER AIR FLOW. (TYP.). 2 CONTRACTOR TO PROVIDE/INSTALL LINED TRANSFER AIR DUCT WITH SOUND BOOT ON BOTH SIDES POINTING UPWARD, SEE DETAIL 11/M504 &/OR 2/M505. TRANSFER AIR DUCT IS TO BE INSTALLED IN ANY ROOM ENCLOSED BY WALLS GOING UP TO DECK (TYP). 3 EXTEND RETURN FULL SIZE, PROVIDE/INSTALL MINIMUM MERV EFFICIENCY AIR FILTER BOX, AND TERMINATE WITH SOUND BOOT ELBOW UP (TYP). 4 M.C. TO PROVIDE/INSTALL ELBOW UP TRANSITION WITH TURNING VANES & DUCT A 18"/18" EXHAUST OPENING. 5 FLOOR STATIC PRESSURE SENSOR TO BE PROVIDED/INSTALLED IN CEILING SPACE AT THIS APPROX. LOCATION BY CONTROLS CONTRACTOR. 6 CONTRACTOR TO PROVIDE WYE-PANTS FITTING FOR A SMOOTH AIR-FLOW TRANSITION, NO EXCEPTIONS. 7 PROVIDE/INSTALL MINIMUM MERV EFFICIENCY AIR FILTER BOX. FAN COIL IS TO SUPPLY 100% OA INTO CORE BATHROOM FACILITY AREA. DO NOT PROVIDE RETURN TO UNIT. 8 PROVIDE CEILING CASSETTE WITH FACTORY SIDE SKIRT. UNIT IS TO BE INSTALLED AS HIGH AS POSSIBLE TO STRUCTURE & KEEP AIR-BLADES/AIR-THROW FLUSH SLIGHTLY UNDERNEATH STRUCTURAL BEAM. CONTRACTOR TO COORDINATE WITH FIELD CONDITIONS. 9 CONTRACTOR TO PROVIDE FLOW STATION TIED INTO A MOTORIZED DAMPER FOR PROPER AIR FLOW BALANCING. INSTALL FLOOR STATION AT 8' MINIMUM AFTER ANY ELBOW/TRANSITION TO ACHIEVE/MEASURE LAMINAR FLOW. 10 SUPPLY SLOT DIFFUSER IS TO WASH EXPOSURE PERIMETER. CONTRACTOR IS TO INSTALL (2) BLADES FACING WINDOW &/OR WALL AND (1) BLADE TOWARDS OPEN OFFICE AREA. COORDINATE ALL SUPPLY DIFFUSERS WITH ARCHITECTURAL CEILING, MODIFY AS NEEDED. (TYP). 11 CONTRACTOR TO PROVIDE/INSTALL LINED TRANSFER AIR DUCT WITH SOUND BOOT ON BOTH SIDES POINTING DOWNWARD & TERMINATE WITH GRILLE (PRICE 500 SERIES OR EQUAL), SEE DETAIL 4/M505. 1 num. description date 1 Revision #1 1-15-2020 1 1 A A 2 2 3 3 B B C C D D E E 14"/12" SA 2.0 TON 671-487cfm537cfm 14/12 @650fpm 1,000cfm 14/12 @740fpm 800cfm 14/10 @825fpm 660cfm 16"/12" OA 18"/12" EXH 18"/12" EXH 180sf 9'0" ceiling 10ach 340cfm EA 180sf 9'0" ceiling 10ach 270cfm EA 7 135 TYP.(2) 7 135 TYP.(2) FS SP 20"/12" OA 8"Ø SA8"Ø SA 8"Ø SA8"Ø SA 8"Ø EXH8"Ø EXH 15 165 TYP.(4) 8"Ø EXH8"Ø EXH 16 " / 1 2 " O A 16"/12" OA 16 " / 1 2 " O A 14"/12" OA 48"/10" OA SP 540cfm OA COLLAB. AREA 122 OFFICE 120 OFFICE 119 OFFICE 118 OFFICE 117 OFFICE 116 CONFERENCE 115 OPEN AGENT OFFICE 114 HALL 121 STAIR S1 HALL 121 OPEN AGENT OFFICE 103 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 STAIR S2 ELECTRICAL 107 CO P Y 10 8 JANITOR 109 FIRE RISER 110 EL E V . E1 AST. MGR. 111 EUH-1 1819 CFM 30/14 @615 FPM ZONE 4 4.5 TON 175 cfm OA 30"/14" SA20"/14" SA 10"Ø SA 10"Ø SA 10"Ø SA10"Ø SA AC - 1 . 2 AC - 1 . 3 52 5 C F M 12 / 1 2 @ 5 2 5 F P M ZONE 3 1.5 TON 50 cfm OA 12"/12" SA 8 225 8 300 AC - 1 . 4 44 0 C F M 12 / 1 2 @ 4 4 0 F P M ZO N E 4 1. 2 5 T O N 70 c f m O A AC-1.5 ZONE 5 2 TON 95 cfm OA 700 CFM 12/12 @700 FPM 12"/12" SA AC - 1 . 6 ZO N E 6 3 T O N 11 0 c f m O A 10 5 0 C F M 18 / 1 2 @ 7 0 0 F P M 9 350 12"/12" SA AC - 1 . 7 15 6 8 C F M 30 / 1 2 @ 6 3 0 F P M ZO N E 7 4 T O N 12 0 c f m O A 30"/12" SA 18"/12" SA 12"/12" SA 18"/12" SA AC-1.8 ZONE 8 2.5 TON 110 cfm OA 875CFM 18/12 @584 FPM 18 " / 1 2 " S A 12"Ø SA 12"Ø SA AC - 1 . 9 525 CFM 12/12 @ 525 FPM ZO N E 9 1. 5 T O N 75 c f m O A 12"/12" SA 525 CFM 12/12 @525 FPM ZONE 1 1.5 TON 70 cfm OA AC-1.10 10"Ø SA10"Ø SA 12 " / 1 2 " S A 8"Ø SA 10"Ø SA AC-1.11 52 5 C F M 12 / 1 2 @ 5 2 5 F P M ZONE 11 1.5 TON 50 cfm OA 12 " / 1 2 " S A 8"Ø SA 8"Ø SA 8"Ø SA 8"Ø SA 10"Ø SA 10"Ø SA 4 300 TYP.(4) 8 210 TYP. 3 12"Ø SA 12 85 8"Ø EXH 8"Ø EXH 8"Ø SA 18 " / 1 2 " E X H 15 100 7 155 TYP. 4 7 155 TYP. 4 6 350 TYP. 46 350 TYP. 4 9 290 TYP. 3 8 175 TYP. 3 7 265 TYP.2 8 100 7 100 TYP. 2 AC-1.12 10"Ø SA10"Ø SA 10"Ø SA 8"Ø OA 10"Ø OA 8"Ø OA 8"Ø OA 8"Ø OA 8"Ø OA 8"Ø OA AC-1.13 HRU-1.1 HRU-1.2 8"Ø SA 8"Ø SA 3 225 1.114"/10" EXH 13 0 TYP. 13 0 TYP. 8 175 TYP.(3) 12 " / 1 2 " S A 14 " / 1 2 " O A 8"Ø SA 8"Ø OA8"Ø OA 8"Ø SA 13 0 TYP. 12"Ø SA 13 0 TYP. 13 0 TYP. 22"/14" TA 14"/14" TA14"/14" TA 14"/14" TA 14"/14" TA 14"/14" TA 14"/14" TA 18"/14" TA 18"/14" TA TYP. M504 13 TYP. M504 13 TS T T T T T T T T T T T T 15 165 TYP.(4) 1 8"Ø OA 10"Ø SA 10"Ø SA 10"Ø SA 13 0 TYP. 14 0 TYP. 14 0 TYP. 1 1 1 2 2 2 2 2 2 2 3 3 4 1 5 6 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 89 TYP. M503 1 TYP. M503 1 TYP. M503 2 TYP. M503 2TYP. M503 2 TYP. M503 12 TYP. M503 2 TYP. M503 4,10 TYP. M503 4,10 TYP. M503 4,10 TYP. M503 4,10 TYP. M503 6 TYP. M503 6 TYP. M503 6 TYP. M503 7 TYP. M503 7 10 M503 TYP. M503 7 2 M505 TYP. M504 11 TYP. M503 7 18"/18" EXH 18"/18" EXH 10 10 18"/14" TA 7 TYP. M503 7 TYP. M504 12 22"/26" EXH 34"/20" OA 10"Ø SA10"Ø SA 4 300 TYP.(4) 10"Ø SA 12"Ø SA 12"Ø SA12"Ø SA 16"/12" OA 13 0 TYP. 12"Ø SA RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 MECH GENERAL NOTES A. ALL FIRE SMOKE DAMPERS ARE TO BE 120V, PROVIDED BY M.C., AND ARE TO BE CONTROLLED BY FIRE ALARM CONTRACTOR AND INTERLOCKED WITH FIRE SYSTEM. DAMPERS TO BE UL LISTED TO MEET OR EXCEED THE RATING OF THE WALLS. B. CONTRACTOR IS TO PROVIDE / INSTALL ALL DUCTWORK AS HIGH UP AS POSSIBLE AND TIGHT TO BOTTOM OF BEAMS / JOISTS. ALL DUCT ROUTED ABOVE HARD LID CEILING IS TO NOT HAVE ANY FLEX DUCT RUNS, NO EXCEPTIONS. C. CONTROLS CONTRACTOR TO COORDINATE FINAL LOCATIONS OF ALL T-STATS WITH OWNER / ARCHITECT PRIOR TO ANY INSTALLATION. D. ALL DUCT ELBOWS ARE TO BE RADIUS ELBOWS WHERE EVER POSSIBLE TO INSTALL. IF SPACE CONSTRAINTS DOWN ALLOW FOR THEM TO BE INSTALLED, RADIUS HEEL ELBOWS ARE TO BE USED. NO EXCEPTIONS TAKEN. E. ALL DUCT TAKE-OFFS ARE TO BE HIGH EFFICENCY TAKE-OFFS (HETS) NO EXCEPTIONS TAKEN. F. CONTRACTOR TO PROVIDE / INSTALL ACCESS PANELS FOR ALL EQUIPMENT, DAMPERS, ETC. LOCATED ABOVE HARD LID CEILINGS AS REQURIED. G. ALL FAN COIL UNITS IN THE SHELL SPACES ARE TO BE PROVIDED / INSTALLED AS HIGH UP AS POSSIBLE. ROUTE CONDENSATE DRAINS FROM ALL UNITS TO THE NEAREST FLOOR DRAIN OR INDIRECT DRAIN BELOW SINKS. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONTRACTOR TO FIELD COORDINATE THE ROUTING OF ALL DRAIN PIPING. H. MOTORIZED DAMPERS PROVIDED/INSTALLED BY MECHANICAL CONTRACTOR AND ARE TO BE 24V FOR ECONOMIZER CONTROL. I. ALL DUCTWORK TRANSITIONS OVER/UNDER ANY OTHER MECHANICAL DUCT PATH OR ARCHITECTURAL FEATURES ARE TO BE AT A 30° INCLINE/DECLINE TO MAINTAIN PROPER AIR FLOW. (TYP.) VAV BOXES 1.1 CE 660 0 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 5:18:37 PM RE X B U R G B R A N C H LE V E L 1 - M E C H A N I C A L F L O O R P L A N M211 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N M211 1 LEVEL 1 - MECHANICAL PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 ALL DUCTWORK TRANSITIONS OVER/UNDER ANY OTHER MECHANICAL DUCT PATH OR ARCHITECTURAL FEATURES ARE TO BE AT A 30° INCLINE/DECLINE TO MAINTAIN PROPER AIR FLOW. (TYP.). 2 EXTEND RETURN FULL SIZE, PROVIDE/INSTALL MINIMUM MERV EFFICIENCY AIR FILTER BOX, AND TERMINATE WITH SOUND BOOT ELBOW UP (TYP). 3 FLOOR STATIC PRESSURE SENSOR TO BE PROVIDED/INSTALLED IN CEILING SPACE AT THIS APPROX. LOCATION BY CONTROLS CONTRACTOR. 4 CONTRACTOR TO PROVIDE WYE-PANTS FITTING FOR A SMOOTH AIR-FLOW TRANSITION, NO EXCEPTIONS. 5 PROVIDE/INSTALL MINIMUM MERV EFFICIENCY AIR FILTER BOX. FAN COIL IS TO SUPPLY 100% OA INTO CORE BATHROOM FACILITY AREA. DO NOT PROVIDE RETURN TO UNIT. 6 CONTRACTOR TO PROVIDE FLOW STATION TIED INTO A MOTORIZED DAMPER FOR PROPER AIR FLOW BALANCING. INSTALL FLOOR STATION AT 8' MINIMUM AFTER ANY ELBOW/TRANSITION TO ACHIEVE/MEASURE LAMINAR FLOW. 7 CONTRACTOR TO PROVIDE/INSTALL LINED TRANSFER AIR DUCT WITH SOUND BOOT ON BOTH SIDES POINTING UPWARD, SEE DETAIL 11/M504 &/OR 2/M505. TRANSFER AIR DUCT IS TO BE INSTALLED IN ANY ROOM ENCLOSED BY WALLS GOING UP TO DECK (TYP). 8 SUPPLY SLOT DIFFUSER IS TO WASH EXPOSURE PERIMETER. CONTRACTOR IS TO INSTALL (2) BLADES FACING WINDOW &/OR WALL AND (1) BLADE TOWARDS OPEN OFFICE AREA. COORDINATE ALL SUPPLY DIFFUSERS WITH ARCHITECTURAL CEILING, MODIFY AS NEEDED. (TYP). 9 CONTRACTOR TO PROVIDE/INSTALL ADDITIONAL INSULATION BACKING BEHIND T-STAT LOCATED ON ANY EXPOSURE WALL &/OR COLUMN, NO EXCEPTIONS. 10 M.C. TO PROVIDE/INSTALL ELBOW UP TRANSITION WITH TURNING VANES & DUCT A 18"/18" EXHAUST OPENING. 1 num. description date 1 Revision #1 1-15-2020 1 1 A A 2 2 3 3 B B C C D D E E 1 ON 1 ROOM 203 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 14"/12" SA 2.0 TON 671-487cfm 537cfm 14/12 @650fpm 1,350cfm 14/12 @740fpm 800cfm 14/10 @825fpm 660cfm 16"/12" OA STAIR S1 18"/12" EXH 18"/12" EXH 180sf 9'0" ceiling 10ach 340cfm EA 18 " / 1 2 " E X H 15 165 TYP.(4) 180sf 9'0" ceiling 10ach 270cfm EA 7 135 TYP.(2) 7 135 TYP.(2) FS SP 20"/12" OA 8"Ø SA8"Ø SA 8"Ø SA8"Ø SA 8"Ø EXH8"Ø EXH 15 165 TYP.(4) 8"Ø EXH 8" Ø E X H 14"/10" EXH 16 " / 1 2 " O A 16"/12" OA 16 " / 1 2 " O A 14 " / 1 2 " O A 48"/10" OA SP 540cfm OA OFFICE 204 WOMEN'S 213 MEN'S 212 LOBBY 201 ELEV. E1 STAIR S1 OFFICE 217 OFFICE 216 REFRESH 215 CONFERENCE 214 OPEN AGENT OFFICE 202 AST MGR. 210 OPEN AGENT OFFICE 211 COPY 207 JANITOR 208 STORAGE 209 4"Ø FLUE AC - 2 . 1 1141 CFM 22/12 @650 FPM ZONE 1 3.0 TON 115 cfm OA 22"/12" SA 10"Ø SA 10"Ø SA 8 285 TYP(2) 16"/12" SA 10"Ø SA10"Ø SA 4 285 TYP(2) 13 0 TYP. AC - 2 . 3 547 CFM 22/12 @650 FPM ZONE 3 1.5 TON 65 cfm OA AC-2.12 AC-2.11 14"/12" SA 10"Ø SA10"Ø SA 8 225 TYP(2) 8 225 TYP(2) AC - 2 . 4 1218 CFM 24/12 @650 FPM ZONE 4 3.5 TON 140 cfm OA 6 405 TYP(3) 24"/12" SA 16"/12" SA 12"Ø SA 12"Ø SA 12"Ø SA 54 7 C F M 22 / 1 2 @ 6 5 0 F P M ZONE 5 1.5 TON 50 cfm OA 22 " / 1 2 " S A 10"Ø SA 10"Ø SA 8 275 4 275 13 0 TYP. AC-2.5 586 CFM 14/12 @650 FPM ZONE 6 1.0 TON 55 cfm OA AC - 2 . 6 14"/12" SA 10"Ø SA 10"Ø SA 8 275 TYP.(2) 13 0 TYP. MSU-2.1 67 1 C F M 14 / 1 2 @ 6 5 0 F P M ZONE 7 2.0 TON 85 cfm OA AC-2.7 10"Ø SA10"Ø SA 8 335 TYP.(2) 14 " / 1 2 " S A 1141 CFM 24/12 @650 FPM ZONE 8 3.0 TON 140 cfm OA 10"Ø SA 85sf 9'0" ceiling 10ach 130cfm EA 12 105 24"/12" SA 16"/12" SA 10"Ø SA 8 345 TYP.(3) 8"Ø SA 12"/12" SA 12"/12" SA 10"Ø SA 1141 CFM 30/12 @650 FPM ZONE 9 3.0 TON 140 cfm OA AC - 2 . 8 8"Ø EXH AC - 2 . 9 30"/12" SA24"/12" SA18"/12" SA 8 335 TYP.(3) 14"/12" SA 10"Ø SA10"Ø SA10"Ø SA 4 260 TYP(4)4 260 TYP(4) 8"Ø SA 12 100 15 130 AC - 2 . 2 18"/12" EXH 3 130 8"Ø SA 1218 CFM 24/12 @650 FPM ZONE 10 3.5 TON 125 cfm OA AC - 2 . 1 0 24"/12" SA 13 0 TYP. 8 305 TYP.(4) 8 305 TYP.(4) 13 0 TYP. 10"Ø SA10"Ø SA10"Ø SA10"Ø SA T T T T T T T T T T T TS TS TS T T HRU-2.2 HRU-2.1 2.1 14"/14" TA 14"/14" TA 24"/14" TA 18"/18" EXH 18"/18" EXH TYP. M503 1 TYP. M503 1 TYP. M503 1 TYP. M503 1 TYP. M503 1 TYP. M503 2 TYP. M503 2 TYP. M503 2 TYP. M503 2 TYP. M503 12 TYP. M503 12 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 4,11 TYP. M503 6 TYP. M503 6 TYP. M503 6 TYP. M503 2 TYP. M503 7 TYP. M503 7 TYP. M503 7 TYP. M504 7 10 M503 13 0 TYP. TYP. M505 4 TYP. M503 7 14"/14" TA TYP. M503 7 TYP. M503 7 TYP. M505 2 WH-1 12"/12" TA 20"/14" TA 20"/14" TA 14"/14" TA 14"/14" TA 10"Ø SA 8"Ø OA8"Ø OA 8"Ø EXH 8"Ø OA8"Ø OA 8"Ø OA 8"Ø OA 8"Ø OA 8"Ø OA 8"Ø OA TYP. M503 6 TYP. M503 4,11 1 1 1 1 1 4"Ø CA 2 2 TYP. M504 12 3 4 5 5 5 5 5 5 5 5 5 6 6 7 8 8 8 8 8 8 TYP. M505 2 TYP. M504 11 TYP. M504 11 8 9 9 9 9 9 9 9 9 1 TYP. M504 10 10 22"/26" EXH 34"/20" OA MECH GENERAL NOTES A. ALL FIRE SMOKE DAMPERS ARE TO BE 120V, PROVIDED BY M.C., AND ARE TO BE CONTROLLED BY FIRE ALARM CONTRACTOR AND INTERLOCKED WITH FIRE SYSTEM. DAMPERS TO BE UL LISTED TO MEET OR EXCEED THE RATING OF THE WALLS. B. CONTRACTOR IS TO PROVIDE / INSTALL ALL DUCTWORK AS HIGH UP AS POSSIBLE AND TIGHT TO BOTTOM OF BEAMS / JOISTS. ALL DUCT ROUTED ABOVE HARD LID CEILING IS TO NOT HAVE ANY FLEX DUCT RUNS, NO EXCEPTIONS. C. CONTROLS CONTRACTOR TO COORDINATE FINAL LOCATIONS OF ALL T-STATS WITH OWNER / ARCHITECT PRIOR TO ANY INSTALLATION. D. ALL DUCT ELBOWS ARE TO BE RADIUS ELBOWS WHERE EVER POSSIBLE TO INSTALL. IF SPACE CONSTRAINTS DOWN ALLOW FOR THEM TO BE INSTALLED, RADIUS HEEL ELBOWS ARE TO BE USED. NO EXCEPTIONS TAKEN. E. ALL DUCT TAKE-OFFS ARE TO BE HIGH EFFICENCY TAKE-OFFS (HETS) NO EXCEPTIONS TAKEN. F. CONTRACTOR TO PROVIDE / INSTALL ACCESS PANELS FOR ALL EQUIPMENT, DAMPERS, ETC. LOCATED ABOVE HARD LID CEILINGS AS REQURIED. G. ALL FAN COIL UNITS IN THE SHELL SPACES ARE TO BE PROVIDED / INSTALLED AS HIGH UP AS POSSIBLE. ROUTE CONDENSATE DRAINS FROM ALL UNITS TO THE NEAREST FLOOR DRAIN OR INDIRECT DRAIN BELOW SINKS. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONTRACTOR TO FIELD COORDINATE THE ROUTING OF ALL DRAIN PIPING. H. MOTORIZED DAMPERS PROVIDED/INSTALLED BY MECHANICAL CONTRACTOR AND ARE TO BE 24V FOR ECONOMIZER CONTROL. I. ALL DUCTWORK TRANSITIONS OVER/UNDER ANY OTHER MECHANICAL DUCT PATH OR ARCHITECTURAL FEATURES ARE TO BE AT A 30° INCLINE/DECLINE TO MAINTAIN PROPER AIR FLOW. (TYP.) RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 VAV BOXES 2.1 CE 660 0 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 5:18:47 PM RE X B U R G B R A N C H LE V E L 2 - M E C H A N I C A L F L O O R P L A N M221 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N M221 1 LEVEL 2 - MECHANICAL PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 ALL DUCTWORK TRANSITIONS OVER/UNDER ANY OTHER MECHANICAL DUCT PATH OR ARCHITECTURAL FEATURES ARE TO BE AT A 30° INCLINE/DECLINE TO MAINTAIN PROPER AIR FLOW. (TYP.). 2 M.C. TO PROVIDE/INSTALL ELBOW UP TRANSITION WITH TURNING VANES & DUCT A 18"/18" EXHAUST OPENING. 3 FLOOR STATIC PRESSURE SENSOR TO BE PROVIDED/INSTALLED IN CEILING SPACE AT THIS APPROX. LOCATION BY CONTROLS CONTRACTOR. 4 CONTRACTOR TO PROVIDE WYE-PANTS FITTING FOR A SMOOTH AIR-FLOW TRANSITION, NO EXCEPTIONS. 5 PROVIDE/INSTALL MINIMUM MERV EFFICIENCY AIR FILTER BOX. FAN COIL IS TO SUPPLY 100% OA INTO CORE BATHROOM FACILITY AREA. DO NOT PROVIDE RETURN TO UNIT. 6 PROVIDE CEILING CASSETTE WITH FACTORY SIDE SKIRT. UNIT IS TO BE INSTALLED AS HIGH AS POSSIBLE TO STRUCTURE & KEEP AIR-BLADES/AIR-THROW FLUSH SLIGHTLY UNDERNEATH STRUCTURAL BEAM. CONTRACTOR TO COORDINATE WITH FIELD CONDITIONS. 7 CONTRACTOR TO PROVIDE FLOW STATION TIED INTO A MOTORIZED DAMPER FOR PROPER AIR FLOW BALANCING. INSTALL FLOOR STATION AT 8' MINIMUM AFTER ANY ELBOW/TRANSITION TO ACHIEVE/MEASURE LAMINAR FLOW. 8 CONTRACTOR TO PROVIDE/INSTALL LINED TRANSFER AIR DUCT WITH SOUND BOOT ON BOTH SIDES POINTING UPWARD, SEE DETAIL 11/M504 &/OR 2/M505. TRANSFER AIR DUCT IS TO BE INSTALLED IN ANY ROOM ENCLOSED BY WALLS GOING UP TO DECK (TYP). 9 SUPPLY SLOT DIFFUSER IS TO WASH EXPOSURE PERIMETER. CONTRACTOR IS TO INSTALL (2) BLADES FACING WINDOW &/OR WALL AND (1) BLADE TOWARDS OPEN OFFICE AREA. COORDINATE ALL SUPPLY DIFFUSERS WITH ARCHITECTURAL CEILING, MODIFY AS NEEDED. (TYP). 10 CONTRACTOR TO PROVIDE/INSTALL LINED TRANSFER AIR DUCT WITH SOUND BOOT ON BOTH SIDES POINTING DOWNWARD & TERMINATE WITH GRILLE (PRICE 500 SERIES OR EQUAL), SEE DETAIL 4/M505. 1 num. description date 1 Revision #1 1-15-2020 FLASHING BY MECHANICAL* ERV/DOAS * STEEL BEAMROOF INSULATION SEE ARCHITECTURAL ROOF DECK SINGLE PLY ROOFING MEMBRANE CONCRETE SECURE CURB WITH 1/2" WEDGE BOLTS - 18" SPACING FIBERGLASS BATT INSULATION FILL REST OF VOID WITH ISOLATED UNIT TO BE INTERNALLY 3" SOUND BATT INSULATION M.C. TO ANCHOR TO ERV PER MANUFACTURERS INSTRUCTIONS CURB PROVIDED / INSTALLED BY M.C. PRESSURE TREATED WOOD NAILER SHEET METAL CURB, VARIOUS HEIGHTS AND GAUGES (TYP.)STEEL FISHPLATE STEEL FISHPLATE WITH NUTS & WASHERS STEEL FISHPLATE WITH NUTS & WASHERS ROOF DECKING (TYP.) STEEL FISHPLATE STEEL THRU BOLT WOOD NAILER (TYP.) STEEL ROOF JOIST (TYP.) ROOF JOIST A B LLV (TYP.) DECK OPENING A B STEEL ROOF JOIST, TYP. STEEL ROOF JOIST (TYP.) ROOF TOP UNIT AND CURB SHOULD BE INSTALLED TO MEET LOCAL SEISMIC ZONE REQUIREMENTS. M.C. TO FOLLOW SEISMIC ENGINEER ON RECORD DETAILING AND REQUIREMENTS TO MEET LOCAL SEISMIC ZONE REQUIREMENTS. NOTE: MIRO-PLATFORM ABOVE TO SIT ON ROOF MEMBRANE MOUNT REFRIGERANT PIPING UNDER UNITS. UNISTRUT ANCHOR ISOLATION PAD ALUMINUM JACKETING ON ALL OUTDOOR PIPING. 3 M501 TYPICAL MIRO BLOCK CONDENSER CURB DETAIL ROOF DRAIN OVERFLOW ROOF DRAIN DSN-1 (DOWNSPOUT NOZZLE) SIZE SAME AS CONNECTING ROOF DRAIN PIPING. ROOFING ROOFING CLAMPS INTO DRAIN AT THIS POINT STEEL DECK UNDERDECK CLAMP ROOF DRAIN ROOFING INSULATION EXTENSION PIECE ROOF DRAIN STEEL DECK UNDERDECK CLAMP INSULATION ROOFING CLAMPS INTO DRAIN AT THIS POINT EXTENSION PIECE RD-1 CAST IRON DOME OD-1 ROOF DRAIN DETAIL. NOTE: COORDINATE WITH ARCHITECT CAST IRON DOME2" OVERFLOW RING F F VALVE WITH TAMPER SWITCH WIRED TO FIRE ALARM PANEL BY FPC. SIGHT GLASS INSPECTOR'S TEST LOOP SPRINKLER BRANCH PIPING & INSPECTOR'S TEST LOOP.- EACH FLOOR. BALL DRIP AS REQURED. PIPED FULL SIZE TO BUILDING EXTERIOR WITH FINISH TO MATCH FDC. DOMESTIC WATER TAKE- OFF. SEE PLANS FOR SIZING. DIVISION 15300 WORK TO BEGIN AT FLANGE NOTE: ALL FIRE PROTECTION PIPING IS SIZED BY F.P. CONTRACTOR F.D.C. MAIN DRAIN (PIPE TO SERVICE SINK) OR NEAREST FLOOR DRAIN / FLOOR SINK FOUNDATION 6" DUCTILE IRON PIPE. 5'- 0" MIN. BURY. THRUST BLOCK WITH 3 SQ. FT. BEARING SURFACE 6" DIA. 10" FLANGE 5/8" RODS SECURED TO M.J. EL BELOW. COAT RODS AND NUTS WITH ASPHALT MASTIC TO PREVENT CORROSION. 10" DIA. SLEEVE THRU. FLOOR AROUND PIPE 1'-2" MIN. 1' - 0 " 8 M501 SIDE EXCAVATION (TYP.) CONCRETE BLOCK (TYP.)CONCRETE SHELL BE KEPT CLEAR OF PIPE JOINTS (TYP.) CROSSTEE ALL BEARING SURFACES SHALL BE AGAINST UNDISTURBED GROUND (TYP.) C.I. CAP CONCRETE BLOCK (TYP.) DEAD ENDELBOW BEARING AREAS EACH DIRECTION OF THRUST IN SQUARE FEET PIPE SIZE TEES & DEAD END 6" 8" 4.0 7.0 90° ELBOW 5.5 9.5 45° ELBOW CROSSES IN DIRECTION FLOW 22 1/2° ELBOW 3.0 5.0 2.0 3.0 CONCRETE BLOCK (TYP.) NO HUB BAND OUTLET (OPTIONAL SEE PLANS) CAULKED OR THREADED OUTLET (OPTIONAL SEE PLANS) ADJUSTABLE STRAINER TOP FILL CONCRETE FOR DESIRED SLOPE THINSET WATERPROOF MEMBRANE OR FLASHING GROUT FLANGE BOLTS SUB-FLOOR FLOOR DRAIN ASSEMBLY FLASHING COLLAR USE SIKAFLEX CONCRETE SEALANT AROUND FLOOR DRAIN OR OTHER APPROVED BY ENGINEER.TILE FLOORING NOTE: THIS IS A TYPICAL FLOOR DRAIN INSTALLATION. FOR DIFFERENT TYPES OF FLOORING THE TOP FINISH (SHOWN AS THINSET AND TILE) MAY DIFFER FROM WHAT'S SHOWN. SEE ARCHITECTURAL PLANS FOR FLOORING TYPES. SCALE: NOT TO SCALEM501 1 ERV/DOAS CURB DETAIL SCALE: NOT TO SCALEM501 2 ROOF CURB SEISMIC DETAIL SCALE: NOT TO SCALEM501 4 OUTDOOR CONDENSER DETAIL SCALE: NOT TO SCALEM501 3 MIRO BLOCK CONDENSER CURB DETAIL SCALE: NOT TO SCALEM501 5 ROOF DRAIN & OVERFLOW ROOF DRAIN DETAIL SCALE: NOT TO SCALEM501 6 TYPICAL FIRE SPRINKLER SERVICE ENTRY DETAIL SCALE: NOT TO SCALEM501 7 FIRE SPRINKLER, DOMESTIC WATER ENTRY DETAIL SCALE: NOT TO SCALEM501 8 THRUST BLOCK DETAIL SCALE: NOT TO SCALEM501 9 TYPICAL FLOOR DRAIN / SINK DETAIL 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:37 PM RE X B U R G B R A N C H ME C H A N I C A L & P L U M B I N G D E T A I L S M501 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 7452"PRV-2 (PSIG) FALL-OFF PRES. PRES. SETTINGSIZEGPM MANUFACTURER (PSIG)& MODEL NO.CODE PLAN CITY PRESSURE 69 10 491103"WATTS 909QTRPBP PRV SCHEDULE PD PD FS 2" 1-1/2" SET TO 70 PSIG 3" PRV-2 2" BLDG. SET TO 65 PSIG 1-1/2" 3" PIPE TO BUILDING PRV-1 PRESSURE GUAGE WITH GUAGE COCK (TYP.) 3" SYSTEM VFD 59 PSIG HOSE BIBB 49 PSIG 3" RPBP UNION (TYP.) 3" 3" CITY MAIN CONCRETE THRUST BLOCK SLEEVE THRU FLOOR WITH ALL THREADS TO SHUT OFF VALVE (TYP.) STRAINER (PROVIDE WITH PLUG) CONSTANT PRESSURE OF 65 PSI (ADJ). WILL ADJUST TO MAINTAIN BUILDING SYSTEM REACHES 70 PSI (ADJ) AND VFD AND RUN UNTIL THE PRESSURE IN THE BOOSTER PUMP SHALL SOFT START VIA VFD THE FLOW SWITCH (FS) INDICATES FLOW, THE PRESSURE DROPS BELOW 65 PSI (ADJ) AND BE SET AT 70 PSI (ADJ). WHEN THE SYSTEM THE PRESSURE TRANSDUCER SWITCH SHALL BOOSTER PUMP SEQUENCE OF OPERATION CHECK VALVE BP-1 3" 3" 3" 3" PRV-1 151½"WATTS LF2235 WATTS LFN223B65 65 STRAINER (TYP.) WALL CLEANOUT FLOOR CLEANOUT CLEANOUT & ACCESS COVER TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR FLOOR LINE 1/8" C.I. BEND BALANCE PIPING 1/8" C.I. BEND BALANCE PIPING FLOOR LINE PLUGGED TEE W/ CLEANOUT WALL CHROME WALLCOVER & SCREW MAY EXTEND AS A WASTE OR VENT MAIN WASTE CAP SANITARY PIPE - SEE PLANS FOR SIZE INSULATING UNION (TYP.) PLUGGED TEE WITH BUSHING AND 3/8" PLUG UPSTREAM GAS COCK VENT GAS PRESSURE REGULATOR GAS MAIN FOR UPSTREAM PRESSURE MEASUREMENT CAPPED DIRT LEG PLUGGED TEE WITH BUSHING AND 3/8" PLUG FOR DOWNSTREAM PRESSURE MEASUREMENT INSTALLED NOT LESS THAN 10 PIPE DIAMETERS DOWNSTREAM OF REGULATOR. DOWNSTREAM GAS COCK GAS MAIN ROOF CONTRACTOR IS TO COORDINATE WITH REGULATOR REQUIREMENTS AND VENT TO OUTSIDE WITH APPROVED PIPING NO SMALLER THAN VENT CONNECTION ON REGULATOR. PROVIDE WEATHERPROOF CAP AND/OR GOOSENECK. PROVIDE AND INSTALL INSECT SCREEN ON OPENING. COORDINATE WITH LOCAL GAS CODES AND IFGC SECTION 410 ON INSTALLATION REQUIREMENTS. EXCEPTION: A VENT TO THE OUTDOORS IS NOT REQUIRED FOR REGULATORS EQUIPMENT WITH AND LABELED FOR UTILIZATION WITH AN APPROVED VENT LIMITING DEVICE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ROOF 18" FLASH WATERTIGHT ROOF CURB TO HOT WATER SYSTEM CHECK VALVE (TYP.) HOT WATER RECIRC. LINE TO WATER HEATER SAFE PAN W/1" OPEN DRAIN TO FLOOR DRAIN/SINK GAS TRAIN BY HEATER MANUFACTURER HEAT TRAP PER ENERGY CODE STRAINER INLET PIPING TO INSULATED THROUGHT TO THIS ELBOW HW RECIRC. PUMP SEE SCHEDULEHEATER 3/4" DRAIN W/ HOSE END GAS COCK 6" DIRT LEG WATER GAS HOUSEKEEPING PAD SHUT-OFF VALVE WEISS DIGITAL THERMOMETER (TYP.) (50-200°F) UNION (TYPICAL) P & T RELIEF PIPE TO DRAIN AQUASTAT EXPANSION TANK - SEE MANUFACTURER NG 3"~ COMBUSTION AIR THROUGH ROOF EXHAUST THROUGH ROOF 4" SCH. 40 PVC 4" SCH. 40 PVC M502 5,8 M504 7 M504 7 M502 7 INLINE PUMP 'C' CHANNEL SUPPORT BY MECHANICAL CONTRACTOR THREADED ROD BY MECHANICAL CONTRACTOR WATER PIPINGWATER PIPING SPRING ISOLATOR SIZED & INSTALLED BY MECHANICAL CONTRACTOR BEAM CLAMP BY MECHANICAL CONTRACTOR WIDE FLANGE BEAM BY STRUCTURAL MIN. 3/4" THICK RUBBER ISOLATION PAD MOUNTED BELOW PUMP BY MECHANICAL CONTRACTOR METAL DECK ABOVE BY STRUCTURAL CONTRACTORS OPTION TO BORE HOLES AFTER CONCRETE IS POURED, AND FILL BOTH DIRECTIONS IN STRUCTURAL SLAB @ 4' CENTERS 3/4" DIA. X 6" ANCHOR BOLT EMBEDDED MECHANICAL EQUIPMENT PADS BENEATH ALL PROVIDE CONCRETE #4 RE-BAR, 12" O.C. EQUIPMENT 4" UNLESS NOTED OTHERWISE EQUIPMENT ALL SIDES EXTENDED 8" BEYOND GAUGE COCKS INLINE PUMP STRAINER WITH BALL VALVE BLOWDOWN AND THREADED HOSE CONNECTION SHUT-0FF VALVE SWING TYPE CHECK VALVE CIRCUIT SETTER 0 - 100 PSI PRESSURE GAUGE SHUT-OFF VALVE SLEEVE ROOF CONSTRUCTION AS REQUIRED VENT STACK SINGLE PLY ROOF JACK FURNISHED AND INSTALLED BY ROOFING CONTRACTOR. SEAL WATERTIGHT TO VENT STACK. MEMBRANE ROOFING MATERIAL NO-HUB BAND 12 " M I N PIPE NOTE: PIPE SLEEVES ARE REQUIRED ON THIS PROJECT. CONTRACTOR SHALL BE REQUIRED TO REMOVE ANY PIPE INSTALLED WITHOUT A PIPE SLEEVE, INSTALL THE SLEEVE AND REINSTALL THE PIPE AT NO ADDITIONAL COST TO THE OWNER. METAL SLEEVE EXTEND 1" MIN. ABOVE FLOOR.FIRE RATED SEALANT & BACK-UP MATERIAL. CONCRETE PAD (FLOOR) PROVIDE 1/4" MIN. CLEAR AROUND PIPE. PIPE TO BE CENTERED THRU HOLE. SCALE: NOT TO SCALEM502 2 DOMESTIC WATER PRV STATION DETAIL SCALE: NOT TO SCALEM502 9 CLEANOUT DETAIL SCALE: NOT TO SCALEM502 3 END WASTE CLEANOUT DETAIL SCALE: NOT TO SCALEM502 1 GAS REGULATOR SERVICE DETAIL SCALE: NOT TO SCALEM502 6 HIGH EFF. GAS WATER HEATER PIPING DETAIL SCALE: NOT TO SCALEM502 8 IN-LINE PUMP SUPPORT DETAIL SCALE: NOT TO SCALEM502 7 HOUSEKEEPING PAD DETAIL SCALE: NOT TO SCALEM502 5 TYPICAL IN-LINE PUMP PIPING DETAIL SCALE: NOT TO SCALEM502 10 VENT THROUGH ROOF DETAIL SCALE: NOT TO SCALEM502 4 PIPE THROUGH SLAB DETAIL 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:39 PM RE X B U R G B R A N C H ME C H A N I C A L & P L U M B I N G D E T A I L S M502 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date HANGER STRAPS OR UNISTRUT SUPPORTS #10 X 3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS (TYPICAL) RIGID DUCT W/FOIL FACED INSULATION INSULATED SHEET METAL DUCT SPIN-IN BALANCING DAMPER W/LOCKING QUADRAT. PLASTIC ZIP TIES INSULATED FLEX MAX. 4' LONG. LINED SHEET METAL OR FIBERGLASS BOOT OVER SLOT DIFFUSER NO POP RIVETS ALLOWED CEILING SEE ARCH. PLANS. SLOT DIFFUSER SUPPORTS OR UNISTRUT HANGER STRAPS #10 X 3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS (TYPICAL) W/LOCKING QUADRAT. SPIN-IN DAMPER INSULATED SHEET METAL DUCT FACED INSULATION RIGID DUCT W/FOIL INSULATED FLEX MAX. 4' LONG. PLASTIC ZIP TIES UL-181 RATED SQUARE DIFFUSER NO POP RIVETS ALLOWED CEILING SEE ARCH. PLANS. PLASTIC ZIP TIES W/LOCKING QUADRAT. SPIN-IN DAMPER SUPPORT AS REQUIRED. T-AIR CUSHION W/FOIL FACED INSULATION. ROUND DIFFUSER EXPOSED SPIRAL DUCT INSTALL T'S INSTEAD OF ELBOWS TO MAXIMIZE DIFFUSER HEIGHT DIFFUSER ELEVATION SHALL NOT INTERFERE WITH LIGHTS BUT BE HELD TO AN EQUAL ELEVATION NOTE !!! FOLLOW MANUFACTURER'S INSTRUCTIONS. TYPICAL DETAILS SHOWING GENERAL FIRE PIPE AND/OR INSULATION AND OPENING. DEPENDS UPON ANNULAR SPACE BETWEEN STOPPING PROCEDURE. ACTUAL PROCEDURE 1/2" MINIMUM DIAMETER CP 25 CAULK OR MP BEAD OF 3M FIRE BARRIER 1 OR 2 HOUR FIRE RATED GYPSUM BOARD WALL BEAD OF 3M FIRE BARRIER MOLDABLE PUTTY 1/2" MINIMUM DIAMETER CP 25 CAULK OR MP MOLDABLE PUTTY PIPING STEEL STUD WOOD OR SUPPLY BRANCH DUCT MAIN SUPPLY DUCT HIGH EFFICENCY TAKE-OFF BALANCING DAMPER GASKETED SEAL DUCT WRAP PER PLANS SIZE PER PLANS SIZE PER PLANS SPIRAL DUCT ATTACH TO MAIN DUCT WITH SHEET METAL SCREWS 1" DUCTBOARD PER NFPA 90. SEAL ALL JOINTS TYPICAL OF ALL RETURN AIR GRILLES 12" X 24" NOMINAL 30° 24" X 24" NOMINAL 3.5" MIN. 12" 4" 7" ROOFING. FOR FLUE REQUIREMENTS. SEE SPECIFICATIONS SECTION THIMBLE. SEAL TO MEMBRANE FLASHING PROVIDED WITH PROVIDE CANT., FLASHING & COUNTER- OF DECK WITH COLLAR ATTACH THIMBLE TO BOTTOM FLASHING AROUND THIMBLE ROOFING WHERE BUILT-UP ROOFING OCCURS, MI N 9" MI N 9" MI N . 3' - 0 " DOUBLE WALL B VENT UL LISTED ANTI BACKDRAFT FLUE CAP DOUBLE WALL 'B' VENT RAIN CAP SHEET METAL SINGLE WALL DUCT RAIN CAP TO ONLY BE USED ON COMBUSTION AND EXHAUST DUCTS. NOT ALLOWED ON FLUES. 1' - 0 " M I N . CEILING ACCESS DOOR FIRE RATED WALL DUCT SIZE PER PLANS FIRE / SMOKE DAMPER SIZE PER PLANS SLEEVE FASTENERS TYP.RETAINING ANGLE TYP. ACTUATOR FIRE RATED WALL D REF REF SUPPORT FROM STRUCTURE ABOVE WIRING PER MANUFACTURER ALL THREAD HANGERS (TYP. 4) 4" FILTER W/ SIDE ACCESS FLEXIBLE CONNECTION (TYP.) UNISTRUT SUPPORT (TYP.) SIZE PER PLANS CEILING SUPPLY DUCT DRAIN PIPED FULL SIZE SLOPED @ 1/4" PER FT. EXTEND RETURN DUCT FULL SIZE FROM FIELD FABRICATED FILTER BOX. TERMINATE W/ 12" SOUND BOOT RUBBER VIBRATION ISOLATORS (TYP. 4) OA DUCT - ELBOW DOWN POINTING TOWARDS RETURN AIR DUCT 12" SUPPORTS OR UNISTRUT HANGER STRAPS #10 X 3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS (TYPICAL) W/LOCKING QUADRAT. SPIN-IN DAMPER INSULATED SHEET METAL DUCT FACED INSULATION RIGID DUCT W/FOIL INSULATED FLEX MAX. 4' LONG. T-AIR CUSHION W/FOIL FACED INSULATION. UL-181 RATED SQUARE DIFFUSER NO POP RIVETS ALLOWED CEILING SEE ARCH. PLANS. TYP. M503 3 INSTALL ALL FAN COIL UNITS WITH WORKING CLEARANCE PER MANUFACTURERES RECOMMENDATION AND IMC AND NEC CODES. CONFIRM WITH FAN COIL MANUFACTURER LOCATIONS AND DISTANCE CLEARANCE IS REQUIRED. CONTRACTOR IS TO HAVE MANUFACTURERS INSTRUCTIONS INCLUDING REQUIRED CLEARANCES ON SITE AT THE TIME OF INSPECTIONS. 36" CLEAR FAN COIL UNIT TYPICAL DISCONNECT 30° TRANSITION 30" CLEAR BEFORE 1ST HET SCALE: NOT TO SCALEM503 1 DIFFUSER FLEX-DUCT MOUNTING DETAIL (SLOT) SCALE: NOT TO SCALEM503 2 DIFFUSER FLEX-DUCT MOUNTING DETAIL (SQUARE) SCALE: NOT TO SCALEM503 3 EXPOSED DIFFUSER MOUNTING DETAIL (ROUND) SCALE: NOT TO SCALEM503 5 FIRE-STOP AT WALL DETAIL SCALE: NOT TO SCALEM503 6 HIGH EFFICIENCY DUCT TAKEOFF DETAIL SQUARE SCALE: NOT TO SCALEM503 7 RETURN AIR GRILLE SOUND BOOT DETAIL SCALE: NOT TO SCALEM503 8 VENT / FLUE ROOF PENETRATION DETAIL SCALE: NOT TO SCALEM503 9 WALL MOUNT ELECTRIC UNIT HEATER DETAIL SCALE: NOT TO SCALEM503 10 WALL MOUNTED FIRE/SMOKE DAMPER DETAIL SCALE: NOT TO SCALEM503 11 VRF FAN COIL INSTALLATION DETAIL SCALE: NOT TO SCALEM503 12 DIFFUSER HARD-DUCT MOUNTING DETAIL (SQ) SCALE: NOT TO SCALEM503 4 FAN COIL CLEARANCE DETAIL 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:41 PM RE X B U R G B R A N C H ME C H A N I C A L & P L U M B I N G D E T A I L S M503 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date FIN. GRADE CONCRETE SEWER PIPE LONG RADIUS 1/8 BEND 2' X 2' X 4" CONC. PAD IN PAVED AREAS ONLY KNOCKOUT TYPE PLUG AT END OF LINE FOR TESTING ONLY. REMOVE AFTER TESTING. ALL PIPING AND METER PROVIDED INSTALLED BY GAS COMPANY CONTRACTOR IS TO COORDINATE WITH OWNER AND OWNER'S INSURANCE COMPANY AND LOCAL GAS COMPANY ON INSTALLATION OF IAMPO APPROVED SEISMIC SHUT-OFF VALVE IF REQUIRED. NOTE: VALVE MAY NOT BE REQUIRED BY LOCAL GAS COMPANY. GAS LINE SHALL HAVE WRAPPING UP TO 6" ABOVE GRADE. (SEE SPEC'S). 12" SWING JOINT TO GAS MAIN FINISHED GRADE GAS COCK INSULATING UNION (TYPICAL) GAS PRESSURE REGULATOR WITH INLET PRESSURE OF 10 PSIG.PLUGGED TEE WITH BUSHING AND 3/8" PLUG VENT IAPMO APPROVED SEISMIC SHUTOFF VALVE BY MC. GAS METER HOUSETO BUILDING 48" MIN. AFF DISTRIBUTION UNIT 1/2" COPPER TUBING TRAP SUPPLIES ROUTE BELOW FLOOR TO FLOOR DRAIN TRAPS (SEE PLAN) AIR GAP FITTING SECURE DISTIBUTION UNIT TO WALL 1/2" BALL VALVE TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. MIFAB M2-500 TRAP PRIMER MIFAB MODEL MI-DU INSTALL BALL VALVE AS CLOSE AS POSSIBLE TO THE TRAP PRIMER. THESE TRAP PRIMERS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 15 1/2" 18" MIN. MIN. 10 PIPE DIAMETERS 18" MIN. ROOF OR FLOOR TO UNIT LINE SIZE X ¼" REDUCING TEE WITH THREADED CAP FOR INSTALLATION OF PRESSURE GAUGE (TYP. OF TWO) FULL PORT BALL VALVE WITHIN 6' OF UNIT TURN THIS TEE DOWN TO ACT AS A SEDIMENT TRAP GAS PIPE, SEE DRAWINGS FOR SIZE PIPE STRAP UNION ROOF JACK TURN VENT DOWN WITH INSECT SCREEN REGULATOR, VENTED REGULATOR SHOWN. REGULATOR TO BE ORIENTED TO MANUFACTURERS SPEC'S INCLUDIING WHEN VENT LIMITING IS USED. TYPE 'M' COPPER VENT VENT LINE SIZING FUEL LINE SIZE (NOMINAL INCHES) UP TO 1-1/2 2 2-1/2 3 4 3/4 1 1-1/4 1-1/4 2 2 2-1/2 3 VENT LINE SIZE (NOMINAL INCHES) 5 6 8 TYP. M504 5 3" SCH. 40 PIPE 3-R-2 PIPE STRAP DISTANCE OF SUPPORTS (FT.) SUPPORT OF GAS PIPING SIZE OF PIPE (IN.) 1-1/4 OR LARGER 1/4 OR LARGER 1/2 10 8 6 STEEL BEAM OR JOIST, SEE STRUCTURAL STEEL BEAM OR GIRDER, SEE STRUCTURAL STEEL COLUMN, SEE STRUCTURAL PROVIDE STEEL SHIM WHERE AS REQUIRED, SEE STRUCTURAL. NOTE: SIMILAR CONDITION EXISTS AT PERIMETER & CORNERS. DIAGONAL SUPPORT ANGLE TO BE SPREAD AWAY FROM COLUMN AS REQUIRED TO ALLOW PIPES TO BE RUN NEXT TO COLUMN RD/OD NEXT TO INTERIOR OF COLUMN, SEE PLANS FOR SIZE. RD/OD NEXT TO EXTERIOR OF COLUMN, SEE PLANS FOR SIZE. ROOF BY OTHERS FLASH WATERTIGHT PIPE FLAHSING CURB 3'-0" ROOF TRUSS, REFER TO STRUCTURAL DRAWINGS 3"/4" PVC EXHAUST AIR (SEE PLANS) SINGLE PLY ROOF JACK FUNISHED AND INSTALLED BY ROOFING CONTRACTOR. SEAL WATERTIGHT TO PVC VENT. 3"/4" PVC COMBUSTION AIR (SEE PLANS) FROM RCU REFRIGERANT PIPING, SEE PLANS FOR SIZE ROOF DECK SEAL PIPES THRU OUTER MEMBRANE WITH SILICONE RUBBER CAULKING TREATED WOOD OR REDWOOD FILL WITH NON-HARDENING BITUMASTIC 2" FIBER CANT ALL AROUND SEAL PIPES THRU THRU ROOF DECK WITH SILICONE RUBBER CAULKING REFERENCE ARCH DRAWINGS FOR FELT HOT TAR MOPPED INTO PLACE PIPE QTY., SIZE & LOCATION AS REQUIRED. ALLOW SPACING FOR FUTURE PIPE ROUTING. 24"X 24" 24 GAUGE ALV. IRON BASE PLATE OPTIONAL.4" 4" SHEET METAL PENETRATION DUCT LINER 9 M504 (DUCT PENETRATION THROUGH ROOF) 20"X 20" OPENING. PROVIDE A 18"X 18" SHEET METAL DUCT OPENING EXTERIOR DUCT GALV. COUNTER FLASHING BY M.C. GALV. SCREWS W/NEOPRENE WASHERS MIN. 1" IMBEDMENT 12" O.C. ALL AROUND BY M.C. SHEET METAL-ZEE W/ADHESIVE TO PREVENT EROSION DUCT LINER AS REQUIRED TREATED WOOD OR REDWOOD CANT. ROOFING INSULATION ROOF DECK 3" 3" 30° MAX.30° MAX. LIGHT CEILING I-BEAM DUCTDUCT OPEN END UP IN STRUCTURAL SPACE TO KEEP DUCT AS HIGH AS POSSIBLE WALL FIBERGLASS DUCT LINER INSIDE DUCT CEILING SEAL ALL AROUND DUCT PER UBC CHAPTER 43 REQUIREMENTS SHOWN ON PLANS D = DEPTH OF DUCT SHOWN ON PLANS W = WIDTH OF DUCT D 2W D OPEN END UP IN STRUCTURAL SPACE TO KEEP DUCT AS HIGH AS POSSIBLE PROVIDE LINED SOUND BOOT ON BOTH ENDS (TYP.) NOTE: 6" MIN. BRANCH DUCT MAIN DUCT 45° ENTRY PER SMACNA WHEN USING THIS TAKE-OFF FOR HIGH VELOCITY DUCT SYSTEMS THE ENTRY OPENING SHOULD BE NOTED: "NOT TO EXCEED 1500 FPM" TO AVOID NOISE GENERATION. HANGER STRAPS OR UNISTRUT SUPPORTS #10 X 3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS (TYPICAL) RIGID DUCT W/FOIL FACED INSULATION INSULATED SHEET METAL DUCT SPIN-IN BALANCING DAMPER W/LOCKING QUADRAT. HARD-DUCTED LINED SHEET METAL OR FIBERGLASS BOOT OVER SLOT DIFFUSER NO POP RIVETS ALLOWED CEILING SEE ARCH. PLANS. SLOT DIFFUSER T-AIR CUSHION W/FOIL FACED INSULATION. SUPPLY BRANCH DUCT MAIN SUPPLY DUCT HIGH EFFICENCY TAKE-OFF BALANCING DAMPER GASKETED SEAL SIZE PER PLANS SIZE PER PLANS SPIRAL DUCT ATTACH TO MAIN DUCT WITH SHEET METAL SCREWS 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:44 PM RE X B U R G B R A N C H ME C H A N I C A L & P L U M B I N G D E T A I L S M504 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N SCALE: NOT TO SCALEM504 1 SURFACE CLEANOUT DETAIL SCALE: NOT TO SCALEM504 2 GAS METER SERVICE CONNECTION DETAIL SCALE: NOT TO SCALEM504 3 TRAP PRIMER DETAIL SCALE: NOT TO SCALEM504 4 NATURAL GAS PRV DETAIL SCALE: NOT TO SCALEM504 5 GAS PIPING SUPPORT DETAIL SCALE: NOT TO SCALEM504 6 TYPICAL PIPING AT COLUMN SCALE: NOT TO SCALEM504 7 CONCENTRIC VENT PIPING DETAIL SCALE: NOT TO SCALEM504 8 VRF PIPING ROOF PENETRATION DETAIL SCALE: NOT TO SCALEM504 9 DUCT ROOF PENETRATION DETAIL SCALE: NOT TO SCALEM504 10 TYPICAL DUCT TRANSITION BELOW GIRDER/JOIST SCALE: NOT TO SCALEM504 11 TRANSFER AIR DUCT DETAIL SCALE: NOT TO SCALEM504 12 TYPICAL DUCT TAKEOFF DETAIL SCALE: NOT TO SCALEM504 13 DIFFUSER HARD-DUCT MOUNTING DETAIL (SLOT) SCALE: NOT TO SCALEM504 14 HIGH EFFICIENCY DUCT TAKEOFF DETAIL ROUND num. description date MIRO-PLATFORM ABOVE TO SIT ON ROOF MEMBRANE, PROVIDE FOAM PATTING MOUNT REFRIGERANT PIPING UNDER UNITS. UNISTRUT ANCHOR ISOLATION PAD ALUMINUM JACKETING ON ALL OUTDOOR PIPING TYP. M501 3 FIBERGLASS DUCT LINER INSIDE DUCT OPEN END UP IN STRUCTURAL SPACE TO KEEP DUCT AS HIGH AS POSSIBLE. ALLOW MIN. 1/2 D ABOVE DUCT OPENING W = WIDTH OF DUCT D SHOWN ON PLANS D = DEPTH OF DUCT SHOWN ON PLANS W W = WIDTH OF DUCT D SHOWN ON PLANS D = DEPTH OF DUCT SHOWN ON PLANS W 1" DUCTBOARD PER NFPA 90. SEAL ALL JOINTS NO TURNING VANES W = WIDTH OF DUCT D SHOWN ON PLANS D = DEPTH OF DUCT SHOWN ON PLANS W 1" DUCTBOARD PER NFPA 90. SEAL ALL JOINTS CONTRACTOR TO PROVIDE MIN. 1 ELBOW AS SHOWN ~ ~ ~ ~ TO HIGH WATER ALARM UNION (TYP.) 48" (DIA.) X 84" DEEP FIBERGLASS BASIN WITH NECESSARY INLET/OUTLET CONNECTIONS. PUMP OFF SP-2 ON HIGH WATER ALARM POLYURETHANE MERCURY FLOAT SWITCHES CONTROL BOX CONTROL PANEL W/ PUMP ALTERNATOR SEE DRAWINGS FOR LOCATION SP-1SP-2 RUBBER SLEEVE COUPLING NON-SLAM SPRING TYPE CHECK VALVE DISCHARGE 36" DIA C.I. TIGHT SEAL, LOCKABLE LID **NOTE: INLET - SEE DRAWINGS FOR INVERT** INLET SP-1 ON 6" 12" 12" 12" 12" VENT 30" **NOTE: FLOAT CONTROL TO BE ON REMOVABLE ROD, ACCESSIBLE FROM THE TOP OF THE SUMP** **NOTE: DISCHARGE - SEE DRAWINGS FOR INVERT** WALL FIBERGLASS DUCT LINER INSIDE DUCT CEILING SEAL ALL AROUND DUCT PER IBC CHAPTER 43 REQUIREMENTS SHOWN ON PLANS D = DEPTH OF DUCT SHOWN ON PLANS W = WIDTH OF DUCT PRICE GRILLE (500 SERIES OR EQUAL) ON BOTH SIDES, SEE PLAN FOR SIZE. PROVIDE LINED SOUND BOOT ON BOTH ENDS (TYP.) TURNING-VANES (TYP.) CEILING 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:14:45 PM RE X B U R G B R A N C H ME C H A N I C A L & P L U M B I N G D E T A I L S M505 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N SCALE: NOT TO SCALEM505 1 MINI-SPLIT OUTDOOR UNIT DETAIL SCALE: NOT TO SCALEM505 2 TYPICAL TRANSFER AIR DUCT DETAIL SCALE: NOT TO SCALEM505 3 DUPLEX SEWAGE EJECTOR PUMP DETAIL SCALE: NOT TO SCALEM505 4 UPSIDE DOWN TRANSFER AIR DUCT & GRILLE DETAIL num. description date RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L 1 1 A A 2 2 3 3 B B C C D D E E VALVE SIZED BY F.P.C. FIRE PROTECTION WET STANDPIPE RISER SIZED BY F.P.C. FIRE PROTECTION DRY STAND PIPE RISER SIZED BY F.P.C. VALVE SIZED BY F.P.C. TRAINING 016 TRAINING 015 STAIR S1 ELEV. E1 GAME ROOM 002 PREP. 003 BREAK ROOM 004 JANITOR 006 ELECTRICAL 005 STAIR S2 EMPLOYEE LOUNGE 007 STORAGE 013 WOMEN'S 012 MEN'S 011 PHONE 009 PHONE 008 HALL 014 PUMP ROOM M01 2" DCW 1 1/2" DCW 1 1/2" DCW 1/2" DCW 3/4" DCW 3/4" DCW 3/ 4 " D C W 3/4" DCW 2 1/2" DCW 2 1/2" DCW 2 1/2" DCW 3/4" DCW 1" DHW 1" DHW 1/2" DHWR 111111 2 2 2 2 3 3 23 4 5 3/4" DHW 6 1" DHW 1" DHW 1/2" DCW 7 8 9 TYP. M502 4 TYP. M502 4 1/ 2 " D C W 10 10 10 10 10 IMB-1 11 1" DHW 1/2" DCW 12 1" DHW PHONE 017 MO T H E R ' S 01 0 1 1 WATER SUPPLY DISTRIBUTION RATE (WSFU) DRINKING FOUN. PRIV.PUBLIC TOTAL WSFU PER CODE UNITS IN PROJECT PRIV. PUBLIC WSFU 0.5 0.5 0 3 1.5 1 1 18 18 1.5 1.5 0 3 4.5 LAVATORY 1.5 3.0 0 3 9SERVICE SINK WC 1.6 - VALVE SINK 1010 0 16 160 219 0 PROJECT TOTAL (WSFU) 95PRJ. ESTIMATED TOL. (GPM) *PER 2015 UPC* APPENDIX *TABLE A-103.1* *CHART A-103.1(2)* URINAL - VALVE 4.03.0 0 4 16 SILLCOCK 2.52.5 0 4 10 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:45:56 PM RE X B U R G B R A N C H BA S E M E N T - P L U M B I N G P L A N - D O M E S T I C P201 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' P201 1 BASEMENT - PLUMBING FLOOR PLAN - DOMESTIC KEYNOTE LEGEND 1 DROP ½" DCW AND DHW LINES DOWN WALL AND PROVIDE INSTALL ALL FINAL CONNECTIONS TO LAVATORY. 2 ROUTE 1 ¼" DCW TO WATER CLOSET. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 3 ROUTE 1 ¼ DCW TO URINAL. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 4 DROP ¾" DCW AND DHW LINES DOWN WALL AND PROVIDE INSTALL ALL FINAL CONNECTIONS TO SERVICE SINK. 5 ROUTE ½" DCW TO EWC. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 6 DROP ½" DCW AND DHW LINES DOWN WALL AND PROVIDE/INSTALL ALL FINAL CONNECTIONS TO SINK. 7 1" DHW UP TO LEVEL 1. SEE SHEET P211 FOR CONTINUATION. 8 ½" DHWR UP TO LEVEL 1. SEE SHEET P211 FOR CONTINUATION. 9 2 ½" DCW PIPE TO LEVEL 1. SEE SHEET P211 FOR CONTINUATION. 10 CONTRACTOR TO DROP &/OR RISE DHW LOOP INSIDE WALL CAVITY. CONTRACTOR TO INSTALL HOT WATER LOOP WITHIN 2' OF PLUMBING FIXTURE (TYP.). 11 DROP ½" DCW LINE DOWN WALL CAVITY. PROVIDE/INSTALL ALL FINAL CONNECTIONS TO IMB-1. CONTRACTOR TO PROVIDE/INSTALL CHECK VALVE (SD-3 OR EQUAL) TO SERVE DCW LINE, NO EXCEPTIONS. 12 ROUTE ½" DHW LINE TO DISHWASHER. PROVIDE/INSTALL ALL FINAL CONNECTIONS AS NEEDED. num. description date 1 Revision #1 1-15-2020 F. E . C . F.E.C. GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L 1 1 A A 2 2 3 3 B B C C D D E E2 P211 3/4" DCW 1 1/2" DCW 2" DCW 3/4" DCW 3/4" DCW 3/4" DCW 3" DCW FDC 8" F FIRE PROTECTION DRY STAND PIPE RISER SIZED BY F.P.C. VALVE SIZED BY F.P.C.FDC OFFICE 118 WOMEN'S 113 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 JANITOR 109 STAIR S2 FIRE RISER 110 MEN'S 112 ELEV. E1 BIKES 102 ENTRY 101 STAIR S1 HALL 121 OFFICE 120 OFFICE 119 OFFICE 117 OFFICE 116 COLLAB. AREA 122 CONFERENCE 115 OPEN AGENT OFFICE 103 AST. MGR. 111 OPEN AGENT OFFICE 114 SC-1 PIPE ROUTE BY F.P.C. VALVE SIZED BY F.P.C. FIRE PROTECTION WET STANDPIPE RISER SIZED BY F.P.C. 1" DCW 2 1/2" DCW 3/4" DCW 2 1/2" DCW 1" DHW 2 1/2" DCW 1/2" DHWR 1/2" DHWR 111 111 22 2 2 2 3 4 5 1" DHW 1" DHW 1/2" DHWR 3/4" DCW 6 7 8 2 M502 TYP. M503 7 TYP. M501 8 TYP. M501 8 6 M501 6,7,8 M5019 9 6,7,8 M501 SC-1 WATER SUPPLY DISTRIBUTION RATE (WSFU) DRINKING FOUN. PRIV.PUBLIC TOTAL WSFU PER CODE UNITS IN PROJECT PRIV. PUBLIC WSFU 0.5 0.5 0 3 1.5 1 1 18 18 1.5 1.5 0 3 4.5 LAVATORY 1.5 3.0 0 3 9SERVICE SINK WC 1.6 - VALVE SINK 1010 0 16 160 219 0 PROJECT TOTAL (WSFU) 95PRJ. ESTIMATED TOL. (GPM) *PER 2015 UPC* APPENDIX *TABLE A-103.1* *CHART A-103.1(2)* URINAL - VALVE 4.03.0 0 4 16 SILLCOCK 2.52.5 0 4 10 LEVEL 2 114' -0" BASEMENT 86' -0" LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 PRV-1 PRV-2 3" RPBP BP-1 PSI GAUGE TYP.(3) SEE DETAIL 2 M502 VFD SC-1 3/4" DCW 3" DCW TO CIVIL NOTE: A CURRENT FIRE FLOW TEST HAS NOT BEEN PROVIDED TO THE DESIGN TEAM. FIRE PROTECTION CONTRACTOR IS TO VERIFY STATIC / RESIDUAL FIRE FLOW TEST TO DETERMINE PROPER FIRE LINE SIZE TO BUILDING. PVE, INC. HAS SHOWN AN 8” FIRE LINE AS A PRECAUTIONARY MEASURE BUT IT COULD BE DETERMINED BY THE F.P.C THAT A SMALLER LINE COULD MEET THE FIRE FLOW REQUIREMENTS. 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:45:58 PM RE X B U R G B R A N C H LE V E L 1 - P L U M B I N G P L A N - D O M E S T I C P211 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' P211 1 LEVEL 1 - PLUMBING FLOOR PLAN - DOMESTIC 0'2'4'8'16' SCALE: 1/4" = 1'-0"P211 2 PRV STATION - ISO VIEW KEYNOTE LEGEND 1 DROP ½" DCW AND DHW LINES DOWN WALL AND PROVIDE INSTALL ALL FINAL CONNECTIONS TO LAVATORY. 2 ROUTE 1 ¼" DCW TO WATER CLOSET. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 3 ROUTE 1 ¼ DCW TO URINAL. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 4 DROP ¾" DCW AND DHW LINES DOWN WALL AND PROVIDE INSTALL ALL FINAL CONNECTIONS TO SERVICE SINK. 5 ROUTE ½" DCW TO EWC. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 6 1 ½" DHW UP TO LEVEL 2. SEE SHEET P221 FOR CONTINUATION. 7 ½" DHWR UP TO LEVEL 2. SEE SHEET P221 FOR CONTINUATION. 8 3" DCW PIPE TO LEVEL 2. SEE SHEET P221 FOR CONTINUATION. 9 EXTEND ALL UTILITIES TO 5' OUTSIDE OF BUILDING. COORDINATE ALL TIE-INS WITH UNDERGROUND SITE UTILITIES & CIVIL PLANS PRIOR TO INSTALL. num. description date F. E . C . F.E.C. RE F . GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L 1 1 A A 2 2 3 3 B B C C D D E E 1" DHW1 1/2" DCW 2" DCW 1/2" DCW 3/4" DCW 3/4" DCW VALVE SIZED BY F.P.C. FIRE PROTECTIONWET STANDPIPE RISER SIZED BY F.P.C. FIRE PROTECTION DRY STAND PIPE RISER SIZED BY F.P.C. VALVE SIZED BY F.P.C. 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 WOMEN'S 213 MEN'S 212 LOBBY 201 ELEV. E1 STAIR S1 OFFICE 217 OFFICE 216 REFRESH 215 CONFERENCE 214 OPEN AGENT OFFICE 202 AST MGR. 210 OPEN AGENT OFFICE 211 COPY 207 JANITOR 208 STORAGE 209 3/4" DCW 2 1/2" DCW 1/2" DCW 3/4" DCW WH-1 2 1/2" DCW 1" DHW 1/2" DCW 111 111 2 2 2 2 3 2 4 5 6 1/2" DHWR 7 P-1 3/4" DHW 1" DHW 1" DHW 1/2" DHWR1/2" DHWR 2 1/2" DCW 1 1/2" DHW 1 1/2" DCW 5,8 M502 6,7 M502 8 3/4" DCW 9 3/4" DCW 10 1/2" DCW 3/4" DHW 11 11 11 11 11 12 WATER SUPPLY DISTRIBUTION RATE (WSFU) DRINKING FOUN. PRIV.PUBLIC TOTAL WSFU PER CODE UNITS IN PROJECT PRIV. PUBLIC WSFU 0.5 0.5 0 3 1.5 1 1 18 18 1.5 1.5 0 3 4.5 LAVATORY 1.5 3.0 0 3 9SERVICE SINK WC 1.6 - VALVE SINK 1010 0 16 160 219 0 PROJECT TOTAL (WSFU) 95PRJ. ESTIMATED TOL. (GPM) *PER 2015 UPC* APPENDIX *TABLE A-103.1* *CHART A-103.1(2)* URINAL - VALVE 4.03.0 0 4 16 SILLCOCK 2.52.5 0 4 10 HOT WATER CALCS HEAT LOSS LOOP = 900' LOSS = 20*900 = 18,000 BTU GPM = Q/(500*▲T) = 18,000/(500*20) =1.8 GPM HEAD 1" @ 2 GPM = 0.35'HD/100' @ 300' = 1.05' HD ¾" @ 2 GPM = 1.5'HD/100' @ 105' = 1.6' HD ½" @ 2 GPM = 9.5'HD/100' @ 115' = 11' HD EXTRA HEAD = 5' HD HEAD = 18.65 HD 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:46:00 PM RE X B U R G B R A N C H LE V E L 2 - P L U M B I N G P L A N - D O M E S T I C P221 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N P221 1 LEVEL 2 - PLUMBING PLAN - DOMESTIC N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 DROP ½" DCW AND DHW LINES DOWN WALL AND PROVIDE INSTALL ALL FINAL CONNECTIONS TO LAVATORY. 2 ROUTE 1 ¼" DCW TO WATER CLOSET. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 3 ROUTE 1 ¼ DCW TO URINAL. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 4 DROP ¾" DCW AND DHW LINES DOWN WALL AND PROVIDE INSTALL ALL FINAL CONNECTIONS TO SERVICE SINK. 5 DROP ½" DCW AND DHW LINES DOWN WALL AND PROVIDE/INSTALL ALL FINAL CONNECTIONS TO SINK. 6 ROUTE ½" DCW TO EWC. PROVIDE/INSTALL ALL FINAL CONNECTIONS. 7 1 ½" DHW PIPE DOWN TO LEVEL ONE. SEE SHEET P211 FOR CONTINUATION. 8 ½" DHWR FROM LEVEL 1 SEE SHEET P211 FOR CONTINUATION. 9 3" DCW PIPE FROM LEVEL 1. SEE SHEET P211 FOR CONTINUATION. 10 RISE ¾" DCW LINE TO ROOF. PROVIDE/INSTALL ALL FINAL CONNECTION TO YARD HYDRANT. SEE ROOF PLAN FOR CONTINUATION. 11 CONTRACTOR TO DROP &/OR RISE DHW LOOP INSIDE WALL CAVITY. CONTRACTOR TO INSTALL HOT WATER LOOP WITHIN 2' OF PLUMBING FIXTURE (TYP.). 12 ROUTE ½" DHW LINE TO DISHWASHER. PROVIDE/INSTALL ALL FINAL CONNECTIONS AS NEEDED. num. description date WH-1 DHW DHWR DHW DHWR DHWR DHW DHWR 1½" 1" LEVEL 1 LEVEL 2 BASEMENT 3" 2½" 3" 3" 1/2" 1" 1½" 1/2" 1/2" 2½" DC W DH W ROOF YH-1 1½" 1/2" 1/2" 1" 1" CIRCUIT SETTER 0.6 GPM (TYP.) 3/4" 0.6 GPM 1.8 GPM 0.6 GPM 2½" 52 PSI 58.5 PSI 65 PSI 65 PSI 58.5 PSI 52 PSI 65 PSI P-1 45.5 PSI 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:15:00 PM RE X B U R G B R A N C H DO M E S T I C P I P I N G S C H E M A T I C S P301 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N SCALE: NOT TO SCALEP301 1 DOMESTIC WATER PIPING SCHEMATIC - OFFICE BLDG. num. description date RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . 1 1 A A 2 2 3 3 B B C C D D E E HRU-0.1 HRU-0.2 AC-0.1 AC-0.8 AC-0.4 AC-0.6 AC-0.9 AC-0.7 AC-0.5 AC-0.2 AC-0.3 RL RL RL RL TRAINING 015 STAIR S2 PHONE 008 MEN'S 011 WOMEN'S 012 STAIR S1 ELEV. E1 GAME ROOM 002 EMPLOYEE LOUNGE 007 BREAK ROOM 004 PREP. 003 PHONE 009 ? ? JANITOR 006 ELECTRICAL 005 TRAINING 016 STORAGE 013 HALL 014 PUMP ROOM M01 RL RL RL RL RL 1 1 2 2 3 3 4 RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 GENERAL NOTES REFER TO MANUFACTURER FOR SIZES & ALL FINAL REFRIGERANT PIPING INSTALLATION/ROUTING. PROVIDE / INSTALL ISOLATION VALVES ON PORT SIDE OF THE HRU. COORDINATE ROUTING OF ALL PIPING WITH ALL OTHER TRADES AND TAKE THE SHORTEST ROUTES POSSIBLE. PIPING IS SHOWN FOR CLARITY AND IT'S THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE INSTALLATION IN THE FIELD. REFRIGERANT PIPING IS TO BE INSTALLED IN AN ORGANIZED MANNER IN A GALVANIZED SHEET METAL TRAY. ROUTE CONDENSATE PIPING TO NEAREST FLOOR SINK OR SERVICE SINK. REFRIGERANT PIPING ROUTING/FINAL CONNECTIONS FROM HRU TO FCU'S SUBJECT TO CHANGE DURING THE TENANT IMPROVEMENT BUILD OUT. CONTRACTOR IS TO COORDINATE BOTH C&S AND TI DRAWINGS VRF CONNECTED LOADS, IF ANY DISCREPANCIES, CONTRACTOR IS TO COORDINATE WITH THE VRF PROVIDER FOR FINAL LATS. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 7/M502. CONTRACTOR TO PROVIDE/INSTALL SAFETY DRAIN PAN UNDER ANY REFRIGERANT LINE ROUTED OVER ANY ELECTRICAL PANEL, IF APPLICABLE. PAN IS TO HAVE A "WATER-LEAK" SENSOR & TIED INTO THE BMS, PROVIDED/INSTALLED & WIRED BY CONTROLS. COORDINATE REFRIGERANT ROUTING WITH ELECTRICAL PRIOR TO INSTALL. A B C D E F G NOTE: ANY DEVIATION OF LENGTHS WILL AFFECT REFRIGERANT PIPE SIZES. CONTRACTOR TO CONTACT ENGINEER & LG VRF REPRESENATATIVE PRIOR TO INSTALL IF DEVIATED FROM DESIGN. IT IS THE CONTRACTOR RESPONSIBILITY TO REQUEST CLARIFICATION ON ANY DISCREPANCIES &/OR DEVIATIONS FROM DESIGN. IF FAILED TO DO SO, GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COST IMPACT. 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:15:04 PM RE X B U R G B R A N C H BA S E M E N T - U T I L I T Y P I P I N G P L A N UP201 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N UP201 1 BASEMENT - MECHANICAL PIPING PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 PIPE FROM HRU BOX TO EACH ASSOCIATED FAN COIL UNIT AS SHOWN ON THE VRF CONNECTED LOADS SCHEDULE / VRF PIPING SCHEMATIC. PIPE PER MANUFACTURER'S RECOMMENDATIONS & LATS. 2 PIPE REFRIGERANT PIPING BETWEEN HRU & OUTDOOR UNIT, SHOWN OFF-SET FOR CLARITY. PIPE PER MANUFACTURES RECOMMENDATIONS & COORDINATE WITH PIPING/LATS. 3 NO PIPING IS TO BE ROUTED IN/THROUGH ELEVATOR SHAFT. ROUTING OVER THE ELECTRICAL ROOM MUST BE COORDINATED WITH ELECTRICAL PRIOR TO INSTALL. CONTRACTOR TO PROVIDE/INSTALL SAFETY DRAIN PAN UNDER ANY REFRIGERANT LINE ROUTED OVER ANY ELECTRICAL EQUIPMENT. PAN IS TO HAVE A "WATER-LEAK" SENSOR & TIED INTO THE BMS, PROVIDED/INSTALLED & WIRED BY CONTROLS. COORDINATE REFRIGERANT ROUTING WITH ELECTRICAL. 4 ROUTE ALL REFRIGERANT PIPING BETWEEN HRU & OUTDOOR UNIT THROUGH PROVIDED UTILITY CHASE. CONTRACTOR TO COORDINATE WITH STRUCTURAL BEAMS & OFF-SET LINES AS NEEDED. COORDINATE WITH ARCH PLANS. num. description date F. E . C . F.E.C. 1 1 A A 2 2 3 3 B B C C D D E E 1" NG 2LB. 1" NG 2LB. 1 AC-1.2 AC-1.3 AC-1.4 AC-1.11 AC-1.9 AC-1.10 AC-1.8 AC-1.7 AC-1.6 AC-1.5 AC-1.12 AC-1.13HRU-1.1 HRU-1.2 RL RL RL RL RL RL RL RLRLRL RL RL GAS METER 2 M504 CONFERENCE 115 WOMEN'S 113 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 JANITOR 109 FIRE RISER 110 STAIR S2 MECH CHASE M1 MEN'S 112 STAIR S1 ENTRY 101 ELEV. E1 BIKES 102 COPY 108 AST. MGR. 111 OPEN AGENT OFFICE 103 OFFICE 119 OFFICE 120 OFFICE 118 OPEN AGENT OFFICE 114 COLLAB. AREA 122 OFFICE 117 OFFICE 116 HALL 121 RL RL RL 2 3 4 4 556 7 23 8 RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 NOTE: ANY DEVIATION OF LENGTHS WILL AFFECT REFRIGERANT PIPE SIZES. CONTRACTOR TO CONTACT ENGINEER & LG VRF REPRESENATATIVE PRIOR TO INSTALL IF DEVIATED FROM DESIGN. IT IS THE CONTRACTOR RESPONSIBILITY TO REQUEST CLARIFICATION ON ANY DISCREPANCIES &/OR DEVIATIONS FROM DESIGN. IF FAILED TO DO SO, GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COST IMPACT. GENERAL NOTES REFER TO MANUFACTURER FOR SIZES & ALL FINAL REFRIGERANT PIPING INSTALLATION/ROUTING. PROVIDE / INSTALL ISOLATION VALVES ON PORT SIDE OF THE HRU. COORDINATE ROUTING OF ALL PIPING WITH ALL OTHER TRADES AND TAKE THE SHORTEST ROUTES POSSIBLE. PIPING IS SHOWN FOR CLARITY AND IT'S THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE INSTALLATION IN THE FIELD. REFRIGERANT PIPING IS TO BE INSTALLED IN AN ORGANIZED MANNER IN A GALVANIZED SHEET METAL TRAY. ROUTE CONDENSATE PIPING TO NEAREST FLOOR SINK OR SERVICE SINK. REFRIGERANT PIPING ROUTING/FINAL CONNECTIONS FROM HRU TO FCU'S SUBJECT TO CHANGE DURING THE TENANT IMPROVEMENT BUILD OUT. CONTRACTOR IS TO COORDINATE BOTH C&S AND TI DRAWINGS VRF CONNECTED LOADS, IF ANY DISCREPANCIES, CONTRACTOR IS TO COORDINATE WITH THE VRF PROVIDER FOR FINAL LATS. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 7/M502. CONTRACTOR TO PROVIDE/INSTALL SAFETY DRAIN PAN UNDER ANY REFRIGERANT LINE ROUTED OVER ANY ELECTRICAL PANEL, IF APPLICABLE. PAN IS TO HAVE A "WATER-LEAK" SENSOR & TIED INTO THE BMS, PROVIDED/INSTALLED & WIRED BY CONTROLS. COORDINATE REFRIGERANT ROUTING WITH ELECTRICAL PRIOR TO INSTALL. A B C D E F G NATURAL GAS SUMMARY NATURAL GAS LOAD: DOAS-1: 247 MBH INPUT = 285.5 CFH WH-1: 76 MBH INPUT = 87.9 CFH FUTURE: 150 MBH INPUT = 173.4 CFH TOTAL: 473 MBH INPUT = 546.8 CFH USE 1" 2LB NG LINE. MAXIMUM LENGTH OF RUN = 200 FT. MAX. AVAILABLE FOR ½ 2LB. 318 CFH MAX. AVAILABLE FOR ¾" 2LB. 642 CFH MAX. AVAILABLE FOR 1" 2LB. 1,170 CFH MAX. AVAILABLE FOR 1¼" 2LB. 2,410 CFH MAX. AVAILABLE FOR 1½" 2LB. 3,610 CFH MAX. AVAILABLE FOR 2" 2LB. 6,960 CFH ________________________________________________________ NOTE: NG PIPING SYSTEM SIZED PER 2015 IFGC USE: 865 BTUH / CFH NATURAL GAS LOAD DOAS-1 285.5 MBH WH-1 76 MBH FUTURE 150 MBH TOTAL 473 MBH TOTAL FLOW 546.8 CFH TOTAL CAPACITY 1,170 CFH L.O.R 200' USE 1" 2LB. MAIN 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:15:08 PM RE X B U R G B R A N C H LE V E L 1 - U T I L I T Y P I P I N G P L A N UP211 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N UP211 1 LEVEL 1 - MECHANICAL PIPING PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 RISE 1" NG UP TO LEVEL 2. SEE SHEET UP221 FOR CONTINUATION. 2 PIPE FROM HRU BOX TO EACH ASSOCIATED FAN COIL UNIT AS SHOWN ON THE VRF CONNECTED LOADS SCHEDULE / VRF PIPING SCHEMATIC. PIPE PER MANUFACTURER'S RECOMMENDATIONS & LATS. 3 NO PIPING IS TO BE ROUTED IN/THROUGH ELEVATOR SHAFT. ROUTING OVER THE ELECTRICAL ROOM MUST BE COORDINATED WITH ELECTRICAL PRIOR TO INSTALL. CONTRACTOR TO PROVIDE/INSTALL SAFETY DRAIN PAN UNDER ANY REFRIGERANT LINE ROUTED OVER ANY ELECTRICAL EQUIPMENT. PAN IS TO HAVE A "WATER-LEAK" SENSOR & TIED INTO THE BMS, PROVIDED/INSTALLED & WIRED BY CONTROLS. COORDINATE REFRIGERANT ROUTING WITH ELECTRICAL. 4 PIPE REFRIGERANT PIPING BETWEEN HRU & OUTDOOR UNIT, SHOWN OFF-SET FOR CLARITY. PIPE PER MANUFACTURES RECOMMENDATIONS & COORDINATE WITH PIPING/LATS. 5 ROUTE REFER PIPING UP TO RCU'S ON THE ROOF FROM THE HRU BOXES. PIPE PER MANUFACTURER'S RECOMMENDATIONS. 6 ROUTE ALL REFRIGERANT PIPING BETWEEN HRU & OUTDOOR UNIT THROUGH PROVIDED UTILITY CHASE. CONTRACTOR TO COORDINATE WITH STRUCTURAL BEAMS & OFF-SET LINES AS NEEDED. COORDINATE WITH ARCH PLANS. 7 CONTRACTOR TO COORDINATE WITH CIVIL PLANS & ROUTE NATURAL GAS LINE TO GAS METER LOCATION SHOWN. 8 PROVIDE ¾" NG STUBOUT AT THIS LOCATION FOR FUTURE CONNECTIONS. PROVIDE/INSTALL ISOLATION VALVE TO SERVE FUTURE CONNECTIONS. num. description date F. E . C . F.E.C. RE F . 1 1 A A 2 2 3 3 B B C C D D E E 3/4" NG 2LB. 1/2" NG 2LB. 1/2" NG 4OZ. 3/4" NG 2LB. 1 2 3 4 AC-2.3 AC-2.4 AC-2.5 HRU-2.2 HRU-2.1 AC-2.8 AC-2.7 AC-2.6 AC-2.12 AC-2.1 AC-2.10 AC-2.11 AC-2.9 MSU-2.1 RL RL RL RL RL RL RL RL RL RL RL RL AC-2.2 RL RL RL RL RL RL RL TYP. M502 1 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 WOMEN'S 213 MEN'S 212 LOBBY 201 ELEV. E1 STAIR S1 OFFICE 217 OFFICE 216 REFRESH 215 CONFERENCE 214 OPEN AGENT OFFICE 202 AST MGR. 210 OPEN AGENT OFFICE 211 COPY 207 JANITOR 208 STORAGE 209 56 5 6 7 7 8 8 9 9 9 10RCU-0.1 MSU-2.1 20-TONS 2-TONS RCU-2.1 24-TONS RCU-1.1 24-TONS NOTE: ANY DEVIATION OF LENGTHS WILL AFFECT REFRIGERANT PIPE SIZES. CONTRACTOR TO CONTACT ENGINEER & LG VRF REPRESENATATIVE PRIOR TO INSTALL IF DEVIATED FROM DESIGN. IT IS THE CONTRACTOR RESPONSIBILITY TO REQUEST CLARIFICATION ON ANY DISCREPANCIES &/OR DEVIATIONS FROM DESIGN. IF FAILED TO DO SO, GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COST IMPACT. RCU-AC(s) SERVED AIR UNIT SIZE NOMINAL TONS FCU'S TOTAL CONNECTED % CONNECTED LOAD HRU BOX ASSOCIATED VRF CONNECTED LOADS NOMINAL TONS 20 HRU - 0.1 (6-port unit) HRU - 0.2 (6-port unit) 103% AC - 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, AC - 0.8, 0.9 RCU-0.1 (BASEMENT) 2428 116.7%RCU-2.1 (LEVEL 2) HRU - 2.1 (8-port unit) HRU - 2.2 (8-port unit) 2427.25 113.5%RCU-1.1 (LEVEL 1) HRU - 1.1 (8-port unit) HRU - 1.2 (8-port unit) 20.6 AC - 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, AC - 1.8, 1.9, 1.10, 1.11, 1.12 AC - 2.1, 2.2, 2.3, 2.4, 2.5, 2.6, 2.7, AC - 2.8, 2.9, 2.10, 2.11, 2.12 GENERAL NOTES REFER TO MANUFACTURER FOR SIZES & ALL FINAL REFRIGERANT PIPING INSTALLATION/ROUTING. PROVIDE / INSTALL ISOLATION VALVES ON PORT SIDE OF THE HRU. COORDINATE ROUTING OF ALL PIPING WITH ALL OTHER TRADES AND TAKE THE SHORTEST ROUTES POSSIBLE. PIPING IS SHOWN FOR CLARITY AND IT'S THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE INSTALLATION IN THE FIELD. REFRIGERANT PIPING IS TO BE INSTALLED IN AN ORGANIZED MANNER IN A GALVANIZED SHEET METAL TRAY. ROUTE CONDENSATE PIPING TO NEAREST FLOOR SINK OR SERVICE SINK. REFRIGERANT PIPING ROUTING/FINAL CONNECTIONS FROM HRU TO FCU'S SUBJECT TO CHANGE DURING THE TENANT IMPROVEMENT BUILD OUT. CONTRACTOR IS TO COORDINATE BOTH C&S AND TI DRAWINGS VRF CONNECTED LOADS, IF ANY DISCREPANCIES, CONTRACTOR IS TO COORDINATE WITH THE VRF PROVIDER FOR FINAL LATS. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 7/M502. CONTRACTOR TO PROVIDE/INSTALL SAFETY DRAIN PAN UNDER ANY REFRIGERANT LINE ROUTED OVER ANY ELECTRICAL PANEL, IF APPLICABLE. PAN IS TO HAVE A "WATER-LEAK" SENSOR & TIED INTO THE BMS, PROVIDED/INSTALLED & WIRED BY CONTROLS. COORDINATE REFRIGERANT ROUTING WITH ELECTRICAL PRIOR TO INSTALL. A B C D E F G NATURAL GAS SUMMARY NATURAL GAS LOAD: DOAS-1: 247 MBH INPUT = 285.5 CFH WH-1: 76 MBH INPUT = 87.9 CFH FUTURE: 150 MBH INPUT = 173.4 CFH TOTAL: 473 MBH INPUT = 546.8 CFH USE 1" 2LB NG LINE. MAXIMUM LENGTH OF RUN = 200 FT. MAX. AVAILABLE FOR ½ 2LB. 318 CFH MAX. AVAILABLE FOR ¾" 2LB. 642 CFH MAX. AVAILABLE FOR 1" 2LB. 1,170 CFH MAX. AVAILABLE FOR 1¼" 2LB. 2,410 CFH MAX. AVAILABLE FOR 1½" 2LB. 3,610 CFH MAX. AVAILABLE FOR 2" 2LB. 6,960 CFH ________________________________________________________ NOTE: NG PIPING SYSTEM SIZED PER 2015 IFGC USE: 865 BTUH / CFH NATURAL GAS LOAD DOAS-1 285.5 MBH WH-1 76 MBH FUTURE 150 MBH TOTAL 473 MBH TOTAL FLOW 546.8 CFH TOTAL CAPACITY 1,170 CFH L.O.R 200' USE 1" 2LB. MAIN 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:15:12 PM RE X B U R G B R A N C H LE V E L 2 - U T I L I T Y P I P I N G P L A N UP221 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N UP221 1 LEVEL 2 - MECHANICAL PIPING PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 PROVIDE ¾" NG STUBOUT AT THIS LOCATION FOR FUTURE CONNECTIONS. PROVIDE/INSTALL ISOLATION VALVE TO SERVE FUTURE CONNECTIONS. 2 1" NG FROM LEVEL 1. SEE SHEET UP211 FOR CONTINUATION. 3 RISE ¾" NG UP TO ROOF. SEE SHEET M101 FOR CONTINUATION. 4 PROVIDE/INSTALL 2LBS TO 4OZ NG REGULATOR. INSTALL PER MANUFACTURER RECOMMENDATION & REGULATIONS. 5 PIPE FROM HRU BOX TO EACH ASSOCIATED FAN COIL UNIT AS SHOWN ON THE VRF CONNECTED LOADS SCHEDULE / VRF PIPING SCHEMATIC. PIPE PER MANUFACTURER'S RECOMMENDATIONS & LATS. 6 NO PIPING IS TO BE ROUTED IN/THROUGH ELEVATOR SHAFT. ROUTING OVER THE ELECTRICAL ROOM MUST BE COORDINATED WITH ELECTRICAL PRIOR TO INSTALL. CONTRACTOR TO PROVIDE/INSTALL SAFETY DRAIN PAN UNDER ANY REFRIGERANT LINE ROUTED OVER ANY ELECTRICAL EQUIPMENT. PAN IS TO HAVE A "WATER-LEAK" SENSOR & TIED INTO THE BMS, PROVIDED/INSTALLED & WIRED BY CONTROLS. COORDINATE REFRIGERANT ROUTING WITH ELECTRICAL. 7 PIPE REFRIGERANT PIPING BETWEEN HRU & OUTDOOR UNIT, SHOWN OFF-SET FOR CLARITY. PIPE PER MANUFACTURES RECOMMENDATIONS & COORDINATE WITH PIPING/LATS. 8 CONTRACTOR TO ROUTE REFER LINES TO FLOOR BELOW TO SERVE MINI-SPLIT INDOOR UNIT. CONTRACTOR RESPONSIBLE TO PIPE PER MANUFACTURER'S RECOMMENDATIONS & NOT EXCEED MAX PIPING LENGTH. 9 ROUTE REFER PIPING UP TO RCU'S ON THE ROOF FROM THE HRU BOXES. PIPE PER MANUFACTURER'S RECOMMENDATIONS. 10 ROUTE ALL REFRIGERANT PIPING BETWEEN HRU & OUTDOOR UNIT THROUGH PROVIDED UTILITY CHASE. CONTRACTOR TO COORDINATE WITH STRUCTURAL BEAMS & OFF-SET LINES AS NEEDED. COORDINATE WITH ARCH PLANS. num. description date RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . 1 1 A A 2 2 3 3 B B C C D D E E WP401 2 GRINDER PUMP TRAINING 016 TRAINING 015 STAIR S1 ELEV. E1 GAME ROOM 002 PREP. 003 BREAK ROOM 004 JANITOR 006 ELECTRICAL 005 STAIR S2 EMPLOYEE LOUNGE 007 STORAGE 013 WOMEN'S 012 MEN'S 011 PHONE 009 PHONE 008 HALL 014 PUMP ROOM M01 4" S S SS-1 2" FD-1 WCO-1 WCO-1 WCO-1 2" SS 3" SS WCO-1 S-1 2" V 2" V3" V 2" V 4" SS 3" SS 3" FD-1 3" SS 3" S S 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 1/8" / 1'-0"1/8" / 1'-0" 1/ 8 " / 1 ' - 0 " 2" FS-1 1 SEWAGE EJECTOR: BUILDING SEWER DEMAND = 95 GPM PUMP INTERVAL DEMAND = 95GPM-75GPM = 20GPM = 2.7FT³/MIN. BASIN OVERALL HEIGHT = 6'5" 48" DIA. BASIN: AREA = π*R² = π*(24IN)² = 1809.6IN² TIER 1 HEIGHT = 12IN SURFACE AREA = A*H = 21,714.7IN³ = 12.57FT³ TIER 1 INTERVAL FILL TIME: 12.57FT³/2.7FT³/MIN. = 4.9 MIN. DISCHARGE HEAD: OVERALL LENGTH 'HD = 5'*1.5*(17'/100') = 1.3' HD VERTICAL DISCHARGE 'HD = 15'*1.5 = 22.5' HD EXTRA LOSS = 5' HD TOTAL HEAD = 28.8' HD DISCHARGE PIPE SIZE: = 2" TYP. M501 9 3 M504 TYP. M501 9 3 M504 TYP. M502 9 TYP. M502 9 AC - 0 . 4 AC-0.8 AC - 0 . 1 AC - 0 . 2 HRU-0.1 AC - 0 . 5 HRU-0.2 AC - 0 . 6 AC - 0 . 1 1" C 1" C 1" C 1 1/4" C AC - 0 . 3 AC - 0 . 7 1 1/4" C 1" C 1" C 1" C 1" C 1" C 1" C 1 1/4" C 1 1/4" C 1" C TYP. M502 3 TYP. M502 3 TYP. M502 3 2 2 2 2 TYP. M502 3 2" S S 3 1 1/4" C ECO-1 1/ 8 " / 1 ' - 0 " 4" SS 4" SS 83' - 5" 96' - 6" 2" SS SE-1 SE-1 CONTROL PANEL 4 TYP. M502 3 ECO-1 5 6 3 M505 2" SS PHONE 017 1 1 3" V 6 GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L DRAINAGE FIXTUE UNITS (DFU) PRIV.PUBLIC TOTAL DFU PER CODE UNITS IN PROJECT PRIV. PUBLIC DFU LAVATORY 1 1 0 18 18 WC 1.6 - VALVE 3 4 0 16 64 SINK 2 2 0 3 6 129.5TOTAL FLOOR DRAIN 2 2 0 11 22 DRINKING FOUN.0.5 0.5 0 3 1.5 SERVICE SINK 2 2 0 3 6 *PER 2015 UPC* MAX DFU PER HORIZONTAL BRANCH PER TABLE 703.2 SLOPE/FT PIPE SIZE MAX PIPE LENGTH MAX DFU 1/4" 2" 85' (VERTICAL RUN) 8 1/4" 3" 35' (VERTICAL RUN) 35 1/8" 4" 300' (VERTICAL RUN) 216 1/8" 6" 510' (VERTICAL RUN) 720 (HORIZONTAL UNLIM.) URINAL - VALVE 2 2 4 80 FLOOR SINK 2 2 0 2 4 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:46:05 PM RE X B U R G B R A N C H BA S E M E N T - P L U M B I N G P L A N - D W V WP201 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N WP201 1 BASEMENT - PLUMBING FLOOR PLAN - DWV N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 CONTRACTOR TO PROVIDE/INSTALL FLOOR SINK AS SHOWN. FLOOR SINK IS TO BE INSTALLED HALF-IN/HALF-OUT & BE READILY ACCESSIBLE AS DICTATED PER CODE. 2 PROVIDE END CLEANOUT ACCESSIBILITY AT ALL ELBOWS. SEE DETAIL SHEET 3 ROUTE CONDENSATE PIPING FROM HVAC UNIT TO NEAREST FLOOR SINK &/OR SERVICE SINK, AND TERMINATE WITH REQUIRED AIR GAP. SLOPE CONDENSATE DRAIN PIPING AT A MINIMUM OF 1/8" PER FOOT SLOPE. TERMINATE WITH ELBOW DOWN FITTING INTO DRAIN. 4 SEWAGE EJECTOR CONTROL PANEL PROVIDED/INSTALLED BY P,C., WIRED BY ELECTRICAL CONTRACTOR 120V POWER TO PANEL, SEE ELECTRICAL. CONTROLS CONTRACTOR TO TIE CONTROL PANEL TO THE BMS CENTRAL SYSTEM, REFER TO MANUFACTURER. MOUNT AT 54" A.F.F. 5 P.C. TO PROVIDE/INSTALL THREADED GALVANIZED PIPING FOR THE OVERALL LENGTH PIPE UP TO THE CONNECTION INTO THE S.S. LINE. PIPE IS TO RISE UP & DROP AT THE 4" SOLID CORE PVC PIPE TO CIVIL. THRUST BLOCKS ON EACH FITTING ARE TO BE USED, NO EXCEPTIONS. PURPOSE OF THIS IS TO ACCOUNT FOR THE POSITIVE PRESSURE DISCHARGE FROM THE SEWAGE EJECTOR. COORDINATE FIELD CONDITION INVERTS WITH CIVIL ENGINEER PLANS PRIOR TO PIPE ROUTING. 6 ROUTE 3" SEWAGE EJECTOR VENT UNDERGROUND & RISE THROUGH WALL CAVITY AS SHOWN. PLUMBING CONTRACTOR TO ROUTE LINE THROUGH CEILING SPACE & RISE THROUGH ROOF. VENT IS TO BE KEPT COMPLETELY INDEPENDENT, NO EXCEPTIONS. SEE PLUMBING SHEETS FOR CONTINUATION. num. description date 1 Revision #1 1-15-2020 F. E . C . F.E.C. GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L 1 1 A A 2 2 3 3 B B C C D D E E WP411 2 OFFICE 118 WOMEN'S 113 1 ON 1 ROOM 104 OFFICE 105 CONFERENCE 106 ELECTRICAL 107 JANITOR 109 STAIR S2 FIRE RISER 110 MEN'S 112 ELEV. E1 BIKES 102 ENTRY 101 STAIR S1 HALL 121 OFFICE 120 OFFICE 119 OFFICE 117 OFFICE 116 COLLAB. AREA 122 CONFERENCE 115 OPEN AGENT OFFICE 103 AST. MGR. 111 OPEN AGENT OFFICE 114 WCO-1 SS-1 2" FD-1 3" FD-1 3" SS 3" S S 2" S S 3" SS3" SS 3" SS 2" V 2" V 2" V 2" V ECO-11 2 3 TYP. M501 5 TYP. M501 9 3 M504 3 M502 9 M502 TYP. M501 9 3 M504 AC-1.11 AC - 1 . 9 AC-1.10 AC-1.8 AC - 1 . 7 AC - 1 . 6 AC-1.4 AC - 1 . 3 AC - 1 . 2 AC-1.5 AC - 1 . 1 2 1" C 1" C1 1/4" C 1" C 1" C 1 1/2" C 1" C 1" C 1" C 1" C 1 1 / 4 " C 1 1/2" C 1" C 1" C 3 M502 3 M502 4 4 5 2" C 3" SS 2" V 1" C 4" DSN-1 4" OD 4" DSN-1 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 4" RD 4" RD 6 6 TYP. M501 5 4" OD 77 88 97' - 0"97' - 0" 9 10 DRAINAGE FIXTUE UNITS (DFU) PRIV.PUBLIC TOTAL DFU PER CODE UNITS IN PROJECT PRIV. PUBLIC DFU LAVATORY 1 1 0 18 18 WC 1.6 - VALVE 3 4 0 16 64 SINK 2 2 0 3 6 129.5TOTAL FLOOR DRAIN 2 2 0 11 22 DRINKING FOUN.0.5 0.5 0 3 1.5 SERVICE SINK 2 2 0 3 6 *PER 2015 UPC* MAX DFU PER HORIZONTAL BRANCH PER TABLE 703.2 SLOPE/FT PIPE SIZE MAX PIPE LENGTH MAX DFU 1/4" 2" 85' (VERTICAL RUN) 8 1/4" 3" 35' (VERTICAL RUN) 35 1/8" 4" 300' (VERTICAL RUN) 216 1/8" 6" 510' (VERTICAL RUN) 720 (HORIZONTAL UNLIM.) URINAL - VALVE 2 2 4 80 FLOOR SINK 2 2 0 2 4 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:46:11 PM RE X B U R G B R A N C H LE V E L 1 - P L U M B I N G P L A N - D W V WP211 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' WP211 1 LEVEL 1 - PLUMBING FLOOR PLAN - DWV KEYNOTE LEGEND 1 CONTRACTOR TO PROVIDE/INSTALL END CLEAN OUT IN AN ACCESSIBLE LOCATION UNDERNEATH LEVEL FLOOR. 2 ROUTE SS DRAIN BELOW LEVEL FLOORING & DROP DRAIN PIPE INSIDE BASEMENT WALL CAVITY. SEE WP401 FOR CONTINUATION. 3 CONTRACTOR TO INSTALL/PROVIDE 2" VENT STUB-OUT AS HIGH AS POSSIBLE FOR ANY FUTURE TIE-INS. 4 PROVIDE END CLEANOUT ACCESSIBILITY AT ALL ELBOWS. SEE DETAIL SHEET 5 ROUTE CONDENSATE PIPING FROM HVAC UNIT TO NEAREST FLOOR SINK &/OR SERVICE SINK, AND TERMINATE WITH REQUIRED AIR GAP. SLOPE CONDENSATE DRAIN PIPING AT A MINIMUM OF 1/8" PER FOOT SLOPE. TERMINATE WITH ELBOW DOWN FITTING INTO DRAIN. 6 EXTEND ALL UTILITIES TO 5' OUTSIDE OF BUILDING. COORDINATE ALL TIE-INS WITH UNDERGROUND SITE UTILITIES & CIVIL INVERTS PRIOR TO INSTALL. 7 RD/OD FROM ABOVE, SEE SHEET WP221 FOR CONTINUATION. CONTRACTOR TO ROUTE PRIMARY ROOF DRAIN ABOVE FOOTING & TIE INTO CIVIL AS SHOWN, SEE CIVIL INVERTS PRIOR TO INSTALL. COORDINATE WITH STRUCTURAL FOOTINGS & CIVIL UTILITY PLANS. PIPE TO BE INSTALLED AT FROST DEPTH MINIMUM. 8 DROP OD PIPING DOWN TO 18" A.F.G. FOR DOWN SPOUT NOZZLE INSTALL. 9 ROUTE 3" SEWAGE EJECTOR VENT UNDERGROUND & RISE THROUGH WALL CAVITY AS SHOWN. PLUMBING CONTRACTOR TO ROUTE LINE THROUGH CEILING SPACE & RISE THROUGH ROOF. VENT IS TO BE KEPT COMPLETELY INDEPENDENT, NO EXCEPTIONS. SEE PLUMBING SHEETS FOR CONTINUATION. 10 P.C. TO DROP 3" VENT DOWN WALL CAVITY TO SERVE SEWAGE EJECTOR CATCH BASIN, SEE PLUMBING SHEETS FOR CONTINUATION. num. description date F. E . C . F.E.C. RE F . 1 1 A A 2 2 3 3 B B C C D D E E WP421 2 STORAGE 209 JANITOR 208 WCO-1SS-1 2" FD-1 2" SS 2" SS2" SS 2" SS 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 WOMEN'S 213 MEN'S 212 LOBBY 201 ELEV. E1 STAIR S1 OFFICE 217 OFFICE 216 REFRESH 215 CONFERENCE 214 OPEN AGENT OFFICE 202 AST MGR. 210 OPEN AGENT OFFICE 211 COPY 207 2" V 2" V 2" SS S-1 2" FS-1 WCO-1 2" V 2" SS 2" SS WH-1 ECO-1 1 2 3 4 TYP. M502 9 TYP. M502 3 TYP. M502 9 TYP. M501 9 3 M504 AC - 2 . 1 AC - 2 . 1 0 AC - 2 . 8 AC - 2 . 9 AC-2.11 MSU-2.1 AC-2.7 AC - 2 . 6 AC-2.5 AC - 2 . 4 AC - 2 . 3 AC-2.12 AC-2.2 1" C 1" C 1 1/4" C 1 1/4" C 1" C 1" C 1" C 1 1/4" C 1" C 1" C 1 1/2" C 1 1/2" C 1" C 2" C 1" C 1" C TYP. M502 3 TYP. M502 3 TYP. M502 3 TYP. M502 3 5 6 6 6 4" OD 4" RD 4" OD 4" RD 4" RD 4" OD ECO-1 ECO-1 TYP. M502 3 1" C 4" OD 4" RD 4" RD 4" OD ECO-1 77 77 8888 CONFERENCE 200 9 3" VTR 10 3" V GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L DRAINAGE FIXTUE UNITS (DFU) PRIV.PUBLIC TOTAL DFU PER CODE UNITS IN PROJECT PRIV. PUBLIC DFU LAVATORY 1 1 0 18 18 WC 1.6 - VALVE 3 4 0 16 64 SINK 2 2 0 3 6 129.5TOTAL FLOOR DRAIN 2 2 0 11 22 DRINKING FOUN.0.5 0.5 0 3 1.5 SERVICE SINK 2 2 0 3 6 *PER 2015 UPC* MAX DFU PER HORIZONTAL BRANCH PER TABLE 703.2 SLOPE/FT PIPE SIZE MAX PIPE LENGTH MAX DFU 1/4" 2" 85' (VERTICAL RUN) 8 1/4" 3" 35' (VERTICAL RUN) 35 1/8" 4" 300' (VERTICAL RUN) 216 1/8" 6" 510' (VERTICAL RUN) 720 (HORIZONTAL UNLIM.) URINAL - VALVE 2 2 4 80 FLOOR SINK 2 2 0 2 4 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:46:16 PM RE X B U R G B R A N C H LE V E L 2 - P L U M B I N G P L A N - D W V WP221 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N WP221 1 LEVEL 2 - PLUMBING PLAN - DWV N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' KEYNOTE LEGEND 1 CONTRACTOR TO INSTALL/PROVIDE 2" VENT STUB-OUT AS HIGH AS POSSIBLE FOR ANY FUTURE TIE-INS. 2 CONTRACTOR TO PROVIDE/INSTALL FLOOR SINK AS SHOWN. FLOOR SINK IS TO BE INSTALLED HALF-IN/HALF-OUT & BE READILY ACCESSIBLE AS DICTATED PER CODE. 3 CONTRACTOR TO PROVIDE/INSTALL END CLEAN OUT IN AN ACCESSIBLE LOCATION UNDERNEATH LEVEL FLOOR. 4 ROUTE SS DRAIN BELOW LEVEL FLOORING & DROP DRAIN PIPE INSIDE LEVEL 1 CAVITY CHASE. TIE INTO SS SYSTEM & PROVIDE ACCESS AS NEEDED, SEE WP411 FOR CONTINUATION. 5 ROUTE CONDENSATE PIPING FROM HVAC UNIT TO NEAREST FLOOR SINK &/OR SERVICE SINK, AND TERMINATE WITH REQUIRED AIR GAP. SLOPE CONDENSATE DRAIN PIPING AT A MINIMUM OF 1/8" PER FOOT SLOPE. TERMINATE WITH ELBOW DOWN FITTING INTO DRAIN. 6 PROVIDE END CLEANOUT ACCESSIBILITY AT ALL ELBOWS. SEE DETAIL SHEET 7 RD/OD FROM ABOVE, SEE SHEET WP221 FOR CONTINUATION. CONTRACTOR TO ROUTE PRIMARY ROOF DRAIN ABOVE FOOTING & TIE INTO CIVIL AS SHOWN, SEE CIVIL INVERTS PRIOR TO INSTALL. COORDINATE WITH STRUCTURAL FOOTINGS & CIVIL UTILITY PLANS. PIPE TO BE INSTALLED AT FROST DEPTH MINIMUM. 8 DROP OD/RD PIPING INSIDE WALL CAVITY. SEE WP211 FOR CONTINUATION. 9 ROUTE 3" SEWAGE EJECTOR VENT UNDERGROUND & RISE THROUGH WALL CAVITY AS SHOWN. PLUMBING CONTRACTOR TO ROUTE LINE THROUGH CEILING SPACE & RISE THROUGH ROOF. VENT IS TO BE KEPT COMPLETELY INDEPENDENT, NO EXCEPTIONS. SEE PLUMBING SHEETS FOR CONTINUATION. 10 P.C. TO DROP 3" VENT DOWN WALL CAVITY TO SERVE SEWAGE EJECTOR CATCH BASIN, SEE PLUMBING SHEETS FOR CONTINUATION. num. description date F. E . C . RE F . 2" V 4" SS 3" V 3" V 3" SS 3" SS 2" SS 3" SS 3" SS 2 2 C C WCO-1 4" S S 3" FD-1 L-1 L-1 L-1 WC-1 WC-1 WC-1 WC-1 WC-2 WC-2 U-1 U-1 EWC-1 4" SS 4" SS PHONE 009 PHONE 008 MEN'S 011 WOMEN'S 012 WCO-1 3" SS 4" SS 4" V 4" V 4" SS WCO-1 L-1 L-1 L-1 WCO-1 3" SS 3" SS 3" FD-1 2" V 1 1/2" V 2" V 3" SS 2" V 3" SS 2" SS 1 1/2" V 3" SS 3" SS S-1 3" V 3" V 3" V3" V3" V 3" V 1 2 3 43" V 1/ 8 " / 1 ' - 0 " 5 4 6 3" V 3" SS 43 7 8 TYP. M501 9 TYP. M501 9 3 M5043 M504 TYP. M502 9 TYP. M502 9 TYP. M502 9 4 M502 2" V WCO-1 TYP. M502 9 1 1 PHONE 017 MOTHER'S 010 2" SS 2" S S 2" SS 1 1/2" V GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L DRAINAGE FIXTUE UNITS (DFU) PRIV.PUBLIC TOTAL DFU PER CODE UNITS IN PROJECT PRIV. PUBLIC DFU LAVATORY 1 1 0 18 18 WC 1.6 - VALVE 3 4 0 16 64 SINK 2 2 0 3 6 129.5TOTAL FLOOR DRAIN 2 2 0 11 22 DRINKING FOUN.0.5 0.5 0 3 1.5 SERVICE SINK 2 2 0 3 6 *PER 2015 UPC* MAX DFU PER HORIZONTAL BRANCH PER TABLE 703.2 SLOPE/FT PIPE SIZE MAX PIPE LENGTH MAX DFU 1/4" 2" 85' (VERTICAL RUN) 8 1/4" 3" 35' (VERTICAL RUN) 35 1/8" 4" 300' (VERTICAL RUN) 216 1/8" 6" 510' (VERTICAL RUN) 720 (HORIZONTAL UNLIM.) URINAL - VALVE 2 2 4 80 FLOOR SINK 2 2 0 2 4 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:49:31 PM RE X B U R G B R A N C H BA S E M E N T - E N L A R G E D T O I L E T R O O M WP401 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N 0'2'4'8'16' SCALE: 1/4" = 1'-0"WP401 1 BASEMENT - TOILET ROOM ISO WP401 2 BASEMENT - ENLARGED PLUMBING PLAN - TOILET ROOM 0'2'4'8' SCALE: 1/2" = 1'-0" N S EW KEYNOTE LEGEND 1 4" WASTE RISER TO LEVEL ABOVE, SEE SHEET WP411 FOR CONTINUATION. 2 4" VENT RISER TO LEVEL ABOVE, SEE SHEET WP411 FOR CONTINUATION. 3 PROVIDE/INSTALL 3" SS STUB-OUT WHERE POSSIBLE IN CEILING FOR FUTURE CONNECTIONS. CONTRACTOR TO ENSURE GRAVITY SLOPE CAN BE MET IF THE NEED TO TIE IN IS REQUIRED. COORDINATE WITH DUCT &/OR ANY MECHANICAL EQUIPMENT. 4 PROVIDE/INSTALL 3" VENT STUB-OUT AS HIGH AS POSSIBLE IN CEILING FOR FUTURE CONNECTIONS. 5 DROP 3" SS FROM FLOOR ABOVE & TIE INTO SANITARY SEWER DRAIN SYSTEM INSIDE CAVITY CHASE, SEE WP211 FOR CONTINUATION. 6 4" WASTE RISER TO DROP UNDERGROUND & ROUTE AS SHOWN, SEE WP201 FOR CONTINUATION. 7 ROUTE PIPING AS SHOWN, SEE SHEET WASTE & VENT PLUMBING SHEETS FOR CONTINUATION. 8 PROVIDE/INSTALL WALL CLEAN-OUT UNDERNEATH EWC-1, IF APPLICABLE. CLEAN OUT TO SERVE WATER CLOSET CAVITY CHASE SANITARY SYSTEM. num. description date 1 Revision #1 1-15-2020 F. E . C . F.E.C. 2" V 2" V 2" V 2" SS 3" SS 2" SS 3" SS 3" SS 3" SS 4" SS 4" V 3" SS 2 2 B B C C WCO-1 3" FD-3 L-1 L-1 L-1 WC-2 WC-1 WC-1 WC-1 U-1 MEN'S 112 WOMEN'S 113 3" SS 3" SS WCO-1 L-1 L-1 L-1 WCO-1 3" SS 3" SS 3" FD-1 2" V 2" V 2" SS 2" V 3" SS2" V 3" SS 2" SS 1 1/2" V 3" SS 3" SS WC-2 EWC-1 WCO-1 2" V 2" V 3" V 4" SS 3" V 4" SS 2" SS 1 1/2" V 3" SS 3" V 2" V 1 2 3 4 5 6 7 TYP. M501 9 3 M504 3 M504 9 M502 4 M502 9 M502 9 M502 9 M502 9 M502 TYP. M501 9 GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L DRAINAGE FIXTUE UNITS (DFU) PRIV.PUBLIC TOTAL DFU PER CODE UNITS IN PROJECT PRIV. PUBLIC DFU LAVATORY 1 1 0 18 18 WC 1.6 - VALVE 3 4 0 16 64 SINK 2 2 0 3 6 129.5TOTAL FLOOR DRAIN 2 2 0 11 22 DRINKING FOUN.0.5 0.5 0 3 1.5 SERVICE SINK 2 2 0 3 6 *PER 2015 UPC* MAX DFU PER HORIZONTAL BRANCH PER TABLE 703.2 SLOPE/FT PIPE SIZE MAX PIPE LENGTH MAX DFU 1/4" 2" 85' (VERTICAL RUN) 8 1/4" 3" 35' (VERTICAL RUN) 35 1/8" 4" 300' (VERTICAL RUN) 216 1/8" 6" 510' (VERTICAL RUN) 720 (HORIZONTAL UNLIM.) URINAL - VALVE 2 2 4 80 FLOOR SINK 2 2 0 2 4 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:49:35 PM RE X B U R G B R A N C H LE V E L 1 - E N L A R G E D T O I L E T R O O M WP411 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N 0'2'4'8'16' SCALE: 1/4" = 1'-0"WP411 1 LEVEL 1 - TOILET ROOM ISO WP411 2 LEVEL 1 - ELARGED PLUMBING PLAN - TOILET ROOM 0'2'4'8' SCALE: 1/2" = 1'-0" N S EW KEYNOTE LEGEND 1 PROVIDE/INSTALL 3" SS STUB-OUT WHERE POSSIBLE IN CEILING FOR FUTURE CONNECTIONS. CONTRACTOR TO ENSURE GRAVITY SLOPE CAN BE MET IF THE NEED TO TIE IN IS REQUIRED. COORDINATE WITH DUCT &/OR ANY MECHANICAL EQUIPMENT. 2 PROVIDE/INSTALL 3" VENT STUB-OUT AS HIGH AS POSSIBLE IN CEILING FOR FUTURE CONNECTIONS. 3 4" WASTE RISER TO LEVEL ABOVE, SEE SHEET WP411 FOR CONTINUATION. 4 4" VENT RISER TO LEVEL ABOVE, SEE SHEET WP411 FOR CONTINUATION. 5 DROP 2" SS FROM FLOOR ABOVE & TIE INTO SANITARY SEWER DRAIN SYSTEM INSIDE CAVITY CHASE, SEE WP221 FOR CONTINUATION. 6 PROVIDE/INSTALL WALL CLEAN-OUT UNDERNEATH EWC-1, IF APPLICABLE. CLEAN OUT TO SERVE WATER CLOSET CAVITY CHASE SANITARY SYSTEM. 7 ROUTE PIPING AS SHOWN, SEE SHEET WASTE & VENT PLUMBING SHEETS FOR CONTINUATION.num. description date F. E . C . F.E.C. 3" SS 3" SS 2" V 2" V 4" V 3" SS 3" SS 3" SS 2 2 B B C C WCO-1 2" FD-1 L-1 L-1 L-1 WC-2 WC-1 WC-1 WC-1 U-1 3" SS 3" SS WCO-1 L-1 L-1 L-1 WCO-1 3" SS 3" SS 2" FD-1 2" V 2" SS 2" V 3" SS 2" V 3" SS 2" SS 1 1/2" V 3" SS 3" SS WC-2 EWC-1 WCO-1 2" V 3" V 4" SS 2" SS 1 1/2" V 3" V 2" V 2" V 2" V 2" V 2" V 2" S S 1 1 2 2" SS 3 45 6 7 4" V 4" V TYP. M501 9 TYP. M501 9 3 M504 3 M504 TYP. M502 9 TYP. M502 9 TYP. M502 9 TYP. M502 4 GENERAL NOTES PLUMBING CONTRACTOR TO COORDINATE ROUTING OF ALL PIPING WITH MECHANICAL DUCTWORK & ROUTE PIPING AS HIGH AS POSSIBLE TO STRUCTURAL. CONTRACTOR TO COORDINATE W/ ARCHITECTURAL / CIVIL PLANS FOR EXACT FLOOR ELEVATIONS. ALSO COORDINATE ALL INVERT ELEVATIONS WITH CIVIL ENGINEER. PLUMBING CONTRACTOR IS TO PROVIDE / INSTALL ALL PIPING NEAR COLUMNS AS CLOSE AS POSIBBLE TO THE COLUMNS. ALL FLOOR DRAINS AND FLOOR SINKS ARE TO BE PROVIDED / INSTALLED WITH TRAP PRIMERS. FLOOR CLEANOUTS TO BE INSTALLED ON WASTE LINE EVERY 100' INTERVALS MAXIMUM. ALL INVERT ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF 100.0'. ALL PIPING THROUGH RATED WALLS ARE TO REFER TO DETAIL 11/M501. ALL CONDENSATE DRAINS ARE TO BE INSTALLED USING COPPER PIPE. NON-INSULATED, & SLOPED AT 1/8" PER FOOT. ROUTE CONDENSATE DRAIN FROM EACH AC UNIT TO SERVICE SINK AND TERMINATE WITH AIR GAP OR FLOOR DRAIN. ALL PIPING IN PIPE CHASE IS TO BE INSTALLED IN AN ACCESSIBLE ORGANIZED MANNER, ANY PIPE BRANCHING FROM THE MAIN SHALL HAVE AN ISOLATION VALVE. PROVIDE/INSTALL EASILY ACCESIBLE ISOLATION VALVES ON ALL PIPES INSIDE THE PIPING CHASE. SANITARY SEWER &/OR DRAIN PIPE 3" &/OR SMALLER IS TO BE SLOPPED AT 1/4" PER FOOT, NO EXCEPTIONS. IF PIPE SIZE IS GREATER THAN 3", IT MAY BE SLOPPED AT 1/8" PER FOOT. A B C D E F G H I K L DRAINAGE FIXTUE UNITS (DFU) PRIV.PUBLIC TOTAL DFU PER CODE UNITS IN PROJECT PRIV. PUBLIC DFU LAVATORY 1 1 0 18 18 WC 1.6 - VALVE 3 4 0 16 64 SINK 2 2 0 3 6 129.5TOTAL FLOOR DRAIN 2 2 0 11 22 DRINKING FOUN.0.5 0.5 0 3 1.5 SERVICE SINK 2 2 0 3 6 *PER 2015 UPC* MAX DFU PER HORIZONTAL BRANCH PER TABLE 703.2 SLOPE/FT PIPE SIZE MAX PIPE LENGTH MAX DFU 1/4" 2" 85' (VERTICAL RUN) 8 1/4" 3" 35' (VERTICAL RUN) 35 1/8" 4" 300' (VERTICAL RUN) 216 1/8" 6" 510' (VERTICAL RUN) 720 (HORIZONTAL UNLIM.) URINAL - VALVE 2 2 4 80 FLOOR SINK 2 2 0 2 4 10451 A T R P A E O K IC T. T T S A E R P O F S SIGER I OS N ERIF NAC T D OHA LL N IET ER D NEL G E R E Co n s u l t i n g M e c h a n i c a l 10 4 0 N o r t h 2 2 0 0 W e s t , S u i t e 1 0 0 Sa l t L a k e C i t y , U T 8 4 1 1 6 Ph o n e : ( 8 0 1 ) 3 5 9 - 3 1 5 8 El e c t r i c a l E n g i n e e r s Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-2019 2/19/2020 4:49:48 PM RE X B U R G B R A N C H LE V E L 2 - E N L A R G E D T O I L E T R O O M WP421 - RE X B U R G , I D Bid Set Feb. 24, 2020 PVE 19062.00 MO U N T A I N A M E R I C A C R E D I T U N I O N 0'2'4'8'16' SCALE: 1/4" = 1'-0"WP421 1 LEVEL 2 - TOILET ROOM ISO 0'2'4'8' SCALE: 1/2" = 1'-0" N S EWWP421 2 LEVEL 2 - ELARGED PLUMBING PLAN KEYNOTE LEGEND 1 ROUTE SS DRAIN BELOW LEVEL FLOORING & DROP DRAIN PIPE INSIDE LEVEL 1 CAVITY CHASE. TIE INTO SS SYSTEM & PROVIDE ACCESS AS NEEDED, SEE WP411 FOR CONTINUATION. 2 PROVIDE/INSTALL 3" VENT STUB-OUT AS HIGH AS POSSIBLE IN CEILING FOR FUTURE CONNECTIONS. 3 ROUTE PIPING AS SHOWN & TIE TO SANITARY SEWER SYSTEM, SEE SHEET WASTE & VENT PLUMBING SHEETS FOR CONTINUATION. 4 DROP 4" VENT RISER TO FLOOR BELOW, SEE WP411 FOR CONTINUATION. 5 DROP 4" WASTE RISER TO FLOOR BELOW, SEE WP411 FOR CONTINUATION. 6 PROVIDE/INSTALL WALL CLEAN-OUT UNDERNEATH EWC-1, IF APPLICABLE. CLEAN OUT TO SERVE WATER CLOSET CAVITY CHASE SANITARY SYSTEM. 7 ROUTE PIPING AS SHOWN, SEE SHEET WASTE & VENT PLUMBING SHEETS FOR CONTINUATION. num. description date A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:47:51 PM RE X B U R G C A L L C E N T E R CO V E R S H E E T E001 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date ELECTRICAL SPECIFICATIONS SECTION 16000 - GENERAL PROVISIONS WORK CONSISTS OF FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF ELECTRICAL WORK SHOWN IN THE CONTRACT DOCUMENTS AND SPECIFIED IN DIVISION 16. INCLUDE ALL PARTS AND LABOR, WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. SUCH ITEMS INCLUDE NUTS, BOLTS, ANCHORS, BRACKETS, SLEEVES, OFFSETS IN CONDUIT, FITTINGS, RELAYS, ETC. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND/OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS AND SPECIFICATIONS. INCLUDE STATE AND LOCAL SALES TAXES IN THE BID. KEEP ACCURATE RECORDS OF THESE TAXES AND FURNISH SUCH RECORDS TO THE OWNER UPON REQUEST. MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES AND REGULATIONS. CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COSTS FOR CORRECTING NON-COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER. HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS. THE TERMS DEFINED BELOW APPLY TO ALL WORK INCLUDED IN DIVISION 16. THE WORK - AS DEFINED IN THE 1997 AIA DOCUMENT A201: "THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTORS OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE PROJECT". FURNISH - TO OBTAIN IN NEW CONDITION READY FOR INSTALLATION INTO THE WORK. INSTALL - TO STORE, SET IN PLACE, CONNECT AND PLACE INTO OPERATION INTO THE WORK. PROVIDE - TO FURNISH AND INSTALL. CONNECT - TO BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENT INCLUDING NECESSARY SWITCHES, OUTLETS, BOXES, TERMINATIONS, ETC. CONDUIT - INCLUDES IN ADDITION TO CONDUIT, ALL FITTINGS, PULL BOXES, HANGERS AND OTHER SUPPORTS AND ACCESSORIES RELATED TO SUCH CONDUIT. CONCEALED - HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, HUNG CEILINGS, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED. EXPOSED - NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED ABOVE. THE DRAWINGS AND SPECIFICATIONS CONSTITUTE THE CONTRACT DOCUMENTS. ANY ITEM NOTED IN THE SPECIFICATION OR SHOWN ON THE DRAWINGS IS INCLUDED IN THE CONTRACT DOCUMENTS. ALL ELECTRICAL DETAILS AND DRAWINGS ARE DIAGRAMMATIC, UNLESS SPECIFICALLY NOTED. FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, IN WRITING, PRIOR TO INSTALLATION. INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS REQUIRED WITH THIS WORK IN ACCORDANCE WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND OTHER GOVERNING AGENCIES. DO NOT REMOVE OR DISTURB ANY ASBESTOS CONTAINING MATERIALS FROM THE PROJECT. IMMEDIATELY STOP WORK AND NOTIFY THE TENANT IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED, EXAMINE THE SITE OF THE PROPOSED WORK AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AND LIMITATIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED NOR BIDDERS LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHICH COULD HAVE BEEN DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. CONDUITS, PIPES, DUCTS, LIGHTS, DEVICES, SPEAKERS, ETC., SHOWN ON THE DRAWINGS AS EXISTING HAVE BEEN BASED ON THE EXISTING PLANS AND MAY NOT BE INSTALLED AS ORIGINALLY SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE, LOCATION AND CONDITION OF SUCH FACILITIES PRIOR TO SUBMITTING A BID. CONSULT THE DRAWINGS AND SPECIFICATIONS OF MECHANICAL AND OTHER TRADES FOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATE WITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E., FINISHED CEILING HEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC). WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS THAT CANNOT BE RESOLVED, IN THE FIELD, BY AFFECTED TRADES. REPLACEMENT OF WORK DUE TO LACK OF COORDINATION AND FAILURE TO VERIFY EXISTING CONDITIONS WILL BE COMPLETED AT NO COST TO THE OWNER. INSTALL ALL CONDUIT, CABLE TRAY, BUSDUCT, EQUIPMENT, ETC. ALLOWING PROPER CODE AND MAINTENANCE CLEARANCES AND TO AVOID BLOCKING PASSAGEWAYS AND ACCESS PANELS. WHERE WORK MUST BE REPLACED DUE TO FAILURE OF THE CONTRACTOR TO VERIFY THE CONDITIONS EXISTING ON THE JOB, SUCH REPLACEMENT MUST BE ACCOMPLISHED AT NO COST TO THE OWNER. THIS APPLIES TO SHOP FABRICATED WORK AS WELL AS TO WORK FABRICATED IN PLACE. THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGES AND ADJUSTMENTS TO THE INSTALLATION MAY BE REQUESTED BY THE ENGINEER. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE OWNER, WHERE SUCH ADJUSTMENTS ARE NECESSARY TO THE PROPER INSTALLATION AND OPERATION WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. THIS DOES NOT INCLUDE WORK ALREADY COMPLETED. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE IS AS BINDING AS IF CALLED FOR IN BOTH. INCLUDE THE BETTER QUALITY, GREATER QUANTITY OR HIGHER COST FOR AN ITEM OR ARRANGEMENT WHERE A DISAGREEMENT EXISTS IN THE DRAWINGS AND SPECIFICATIONS. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THE WORK AS EVIDENCED BY ISSUANCE OF THE FINAL CERTIFICATE BY THE OWNER. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. REPLACE ALL RECEPTACLES, SWITCHES, COVERPLATES, ETC. DAMAGED BY ANY CONTRACTOR DURING THE COURSE OF CONSTRUCTION. MATERIALS FURNISHED FOR THE TEMPORARY LIGHT AND POWER SYSTEM REMAIN CONTRACTORS PROPERTY. REMOVE WHEN THERE IS NO LONGER ANY NEED FOR TEMPORARY LIGHT AND POWER. COORDINATE/SCHEDULE ALL WORK WITH THE OWNER TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION. DO NOT DISTURB NORMAL USE OF THE FACILITY, EXCEPT WITHIN THE IMMEDIATE CONSTRUCTION AREA. KEEP WALKS, DRIVEWAYS, ENTRANCES, ETC. FREE AND CLEAR OF EQUIPMENT, MATERIAL AND DEBRIS. STORE ALL EQUIPMENT AND MATERIAL IN A PLACE AND MANNER THAT MINIMIZES CONGESTION AND IS APPROVED BY THE OWNER. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT AND MATERIAL FROM DAMAGE, DIRT AND THE WEATHER. PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, INSTRUCTIONS AND CURRENT NECA STANDARDS. THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCE WITH THE SPECIFICATIONS, BEFORE OR AFTER INSTALLATION. PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLY DELEGATED TO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THE LANDLORD BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL. PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OF UNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WILL NOT BE ACCEPTED. PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF ELECTRICAL EQUIPMENT AND DEVICES. PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENT AREAS. REFINISH ALL ELECTRICAL EQUIPMENT DAMAGED DURING SHIPPING AND/OR INSTALLATION TO ITS ORIGINAL CONDITION. REMOVE ALL RUST; PRIME, AND PAINT PER MANUFACTURERS RECOMMENDATIONS FOR FINISH EQUAL TO ORIGINAL. AFTER TESTS HAVE BEEN MADE AND ACCEPTED, CLEAN LIGHT FIXTURES, PANELS AND OTHER EQUIPMENT INSTALLED BY THE CONTRACTOR, LEAVING THE ENTIRE WORK AREA IN A CLEAN AND COMPLETE WORKING ORDER. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFY PROPER OPERATION, PRIOR TO FINAL INSPECTION AND OWNER INSTRUCTIONS. NOTIFY THE ENGINEER, IN WRITING, THAT ALL SYSTEMS HAVE BEEN TESTED AND ARE FUNCTIONING AND OPERATING PROPERLY. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ELECTRICAL EQUIPMENT OR MATERIALS UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE OWNER. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS, INCLUDING TELEPHONE AND DATA SYSTEMS, IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. EXISTING ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM IN SERVICE DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM OWNER/ENGINEER AT LEAST 24 HOURS BEFORE PARTIALLY OR DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. EXISTING TELEPHONE, DATA, CCTV & SECURITY SYSTEM MAINTAIN EXISTING SYSTEMS IN SERVICE. DEMOLISH AND EXTEND EXISTING ELECTRICAL WORK UNDER AND THIS SECTION, AND AS INDICATED ON THE DRAWINGS. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. PROVIDE SUPPORTS FOR ALL EXISTING ELECTRICAL EQUIPMENT THAT WAS SUPPORTED PREVIOUSLY BY DEMOLISHED WALLS, FLOORS, CEILING OR OTHER STRUCTURES. PROVIDE NEW SUPPORTS FROM STRUCTURAL MEMBERS NOT SLATED FOR DEMOLITION, PRIOR TO ANY DEMOLITION. OWNER RESERVES THE RIGHT OF FIRST REFUSAL TO OBTAIN MATERIAL SHOWN TO BE REMOVED UNDER THIS CONTRACT. ITEMS NOT RETAINED BY THE OWNER BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE REMOVED FROM THE PREMISES. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. RELOCATE AND REROUTE CONDUIT AND WIRING AS REQUIRED FOR CONDUIT CONCEALED IN WALLS OR STRUCTURE BEING ALTERED AS PART OF THE REMODELING. MAINTAIN CONTINUITY TO ALL DEVICES IN AND DOWNSTREAM OF REMODELED WORK. REROUTE EXISTING RACEWAY AND WIRING, WHICH IS EXPOSED DUE TO REMOVAL OF EXISTING CONSTRUCTION. CONCEAL NEW RACEWAY AND WIRING AND MAINTAIN OPERATION. SECTION 16050 - BASIC MATERIALS AND METHODS ENCASE ALL CONDUCTORS IN A CONTINUOUS RACEWAY SYSTEM. PROVIDE PULL AND JUNCTION BOXES AS REQUIRED BY THE NEC. SIZE ALL RACEWAY PER THE NEC WITH OVERSIZED CONDUITS AS INDICATED. PROVIDE JUNCTION BOXES OR GUTTER AT BRANCH PANEL AND ROUTE EMT CONDUIT INTO PANELBOARD. PROVIDE EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES, TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FOR ALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTIC HOT WATER LINES. PROVIDE GALVANIZED CODE GAUGE STEEL JUNCTION AND PULL BOXES WITH SCREW ON COVERS OF TYPE, SHAPE AND SIZE REQUIRED TO SUIT EACH INSTALLATION. PROVIDE GASKETING IN DAMP AND DUSTY LOCATIONS. PROVIDE 4" BOXES THROUGHOUT. PROVIDE 3.5" DEEP BOXES WHERE INSTALLED IN MASONRY, 2.5" MINIMUM ELSEWHERE. VAPOR TIGHT GANG MUD OR TILE RING FOR SINGLE DEVICES. COORDINATE THE LOCATION OF ALL OUTLETS WITH MECHANICAL DRAWINGS BEFORE INSTALLATION. PROVIDE WIRE AND CABLE WITH INSULATION VOLTAGE RATING EQUAL TO OR GREATER THAN THE APPLIED SYSTEM VOLTAGE. PROVIDE SOLID OR STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHW INSULATION FOR NO. 12 AWG AND NO. 10 AWG CONDUCTORS. PROVIDE MINIMUM NO. 12 AWG CONDUCTOR SIZE, UNLESS NOTED OTHERWISE. USE THE MINIMUM CONDUCTOR SIZE WHEN NO SIZE IS INDICATED. ALL CONDUCTORS TO BE COLOR-CODED. SECTION 16501 - BUILDING LIGHTING PROVIDE LIGHTING FIXTURES AS SCHEDULED C/W HOUSING LAMPS, LAMP HOLDERS, REFLECTORS, BALLASTS & WIRING. FLUORESCENT LAMP BALLAST FOR T8 & T5 LAMPS SHALL BE ELECTRONIC CBM CERTIFIED W/ THD LESS THAN 20% RAPID START. SUPPORT ALL RECESSED LIGHTING FIXTURES W/ 4 # 12GA. WIRES INDEPENDENT FROM CEILING SUPPORT SYSTEM. ELECTRICAL SYMBOLS A-1,3 NOTE: SYMBOLS SHOWN IN THIS SCHEDULE ARE TYPICAL. NOT ALL ARE USED IN THIS PROJECT.DASHED SYMBOLS INDICATE EXISTING FIXTURE, EQUIPMENT, ETC. CROSS LINES INDICATE NUMBER OF CONDUCTORS GROUNDING CONDUCTORS NOT INCLUDED. BRANCH CIRCUIT HOMERUNS TO PANEL BRANCH CIRCUIT CONCEALED IN CEILING OR WALL LOW VOLTAGE (120/208 VOLT) PANELBOARD DESCRIPTIONSYMBOL SPLIT WIRED DUPLEX RECEPTACLE RECEPTACLE ELECTRIC WATER COOLER (EWC) WITH EQUIPMENT RECEPTACLE DUPLEX RECEPTACLE FLOOR DESCRIPTIONSYMBOL MOTOR STARTER/DISCONNECT SWITCH COMBINATION FUSED SINGLE POLE SWITCH SWITCH WITH PILOT LIGHT 3-WAY SWITCH 4-WAY SWITCH DIMMER SWITCH KEYED SWITCH DIGITAL TIMER SWITCH MANUAL STARTER WITH THERMAL OVERLOAD OCCUPANCY SENSOR DUAL TECHNOLOGY FLUORESCENT EMERGENCY FIXTURE (TYPICAL) SURFACE MOUNTED FIXTURE RECESSED FIXTURE WALL MOUNTED FIXTURE FLUORESCENT STRIP TRACK LIGHTING EMERGENCY LIGHTING UNIT WALL MOUNTED EXIT LIGHT (SINGLE FACE) WALL MOUNTED EXIT LIGHT (DOUBLE FACE) CEILING MOUNTED EXIT LIGHT (DOUBLE FACE) CEILING MOUNTED EXIT LIGHT (SINGLE FACE) FIXTURE TYPE SYMBOL (ATTACHED TO FIXTURE SYMBOL) BELL PUSHBUTTON MOTOR CONNECTION LINE VOLTAGE THERMOSTAT CONTROLLING SWITCH (LETTER INDICATES CONTROL CIRCUIT) DUPLEX RECEPTACLE WEATHERPROOF AND GFCI FAULT CIRCUIT INTERRUPTION PROTECTION DUPLEX RECEPTACLE OUTLET WITH GROUND BRANCH CIRCUIT CONCEALED IN GROUND OR FLOOR MECHANICAL EQUIPMENT SYMBOL DUPLEX RECEPTACLE JUNCTION BOX KEYED NOTE REFERENCE QUAD RECEPTACLE TELEPHONE OUTLET COMPUTER DATA OUTLET VOICE / DATA OUTLET PHOTOCELL FIRE ALARM MANUAL PULL STATION FIRE ALARM HORN/STROBE FIRE ALARM STROBE SMOKE DETECTOR SMOKE DETECTOR BATTERY-BACKED FIRE/SMOKE DAMPER DUCT SMOKE DETECTOR FEEDER TAG (ONE LINE DIAGRAM) VOLUME CONTROL SPEAKER HEAT DETECTOR - C02 FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FIRE ALARM CONTROL PANEL TIME SWITCH LIGHTING CONTACTOR SINGLE POLE SWITCH/OCCUPANCY SENSOR COMBINATION. MANUAL ON/AUTO OFF (WALL MOUNTED) DUAL TECHNOLOGY' SMOKE DETECTOR (ELEVATOR RECALL) DOOR HOLDER TELEVISION OUTLET GAS DETECTOR PRESSURE SWITCH SPECIAL PURPOSE RECEPTACLE LOW VOLTAGE SWITCH FIRE ALARM FIREFIGHTER PHONE SECURITY SYSTEM DOOR CONTACT SECURITY SYSTEM KEYPAD ARM/DISARM SECURITY SYSTEM DOOR ELECTRIC STRIKE SECURITY SYSTEM AREA MOTION SENSOR SECURITY SYSTEM GLASS BREAK SENSOR SECURITY SYSTEM CARD READER SECURITY SYSTEM CCTV CAMERA POWER COMPANY GROUND SLEEVE TELEPHONE COMPANY PEDESTAL HIGH VOLTAGE (277/480 VOLT) PANELBOARD FIRE ALARM REMOTE ANNUNCIATOR PANEL FIRE ALARM HORN/STROBE WITH GUARD FIRE ALARM HORN/STROBE WATERPROOF MOUNTING HEIGHT MOUNTING HEIGHT X-XX X J WP EWC FUSED DISCONNECT SWITCH EM GS S S S S S S S S CEILING WP FSD FAA FACP E D B F S V T P LC TS a LV T TM K P 4 3 TOP AT 6'-0" TOP AT 6'-0" CONDUIT RISER UP CONDUIT RISER DOWN CONDUIT STUB (CAP CONDUIT) NON-FUSED DISCONNECT SWITCH TV CABLE TRAY BUS DUCT C B AREA LIGHT POLE AND FIXTURE (HEAD QTY AS SHOWN ON PLAN) FLOOD OR SPOT FIXTURE FXX T NETWORK AND VOICE OUTLET FLOOR POWER/TELEPHONE POLE MULTI-OUTLET WIREWAY STOP/START STATION MOTOR STARTER/DISCONNECT SWITCH COMBINATION NON-FUSED VARIABLE FREQUENCY DRIVEVFD DISTRIBUTION SWITCHBOARD TELEPHONE AND/OR DATA TERMINAL BOARD FST FIRE ALARM TRANSMISSION (MONITORING) DEVICE FIRE ALARM GENERATOR ANNUNCIATOR SECURITY SYSTEM OVERHEAD DOOR CONTACT SECURITY SYSTEM CCTV MONITOR SECURITY SYSTEM PANELSERT MON CR G M KP D 2 D 1 ES R FIRE ALARM RELAY GAA +78" CEILINGCEILING CEILING CEILINGCEILING CEILING CEILING GROUND +16" +46" +84" +84" CEILING CEILING N/A +16" +16" FLOOR +84" +48" CEILING +48" +48" +48" +48" +48" +48" +48" AS NOTED +48" +48" +48" +60" +60" AS NOTED +48" +48" +48" CEILING IN DUCT CEILING CEILING +16" AS NOTED +48" TOP AT 6'-0" TOP AT 6'-0" DOOR JAMB +48" +48" TOP AT 6'-0" CEILING AS NOTED AS NOTED GROUND FAULT CIRCUIT INTERRUPTION PROTECTION QUAD RECEPTACLE FLOOR w/PANEL & CIRCUIT NUMBER DESIGNATIONS. +16" +16" +16" +16" +16" +16" +16" FLUORESCENT FIXTURE (TYPICAL)CEILING WALL MOUNTED EMERGENCY EGRESS FIXTURE POST TOP AREA LIGHT POLE & FIXTURE BOLLARD FIXTURE XX X TELEPHONE OUTLET FLOOR COMPUTER DATA OUTLET FLOOR MICROPHONE JACKM +16" AUXILIARY JACKA INTERCOM STATIONIC DRY TYPE TRANSFORMER CHIME "EMERGENCY POWER OFF" MUSHROOM TYPE BUTTONEPO REVISION TAG INDICATOR DETAIL INDICATOR: TOP DETAIL IDENTIFICATION BOTTOM INDICATES SHEET WHERE DETAIL IS LOCATED. POWER COMPANY SITE TRANSFORMER DESCRIPTIONSYMBOL MOUNTING HEIGHT ELECTRICAL WIRING ELECTRICAL POWER AUDIO / VIDEO FIRE ALARM SECURITY +16" FLOOR FLOOR +84" ELECTRICAL CONNECTIONS ELECTRICAL DISTRIBUTION ELECTRICAL DEVICES LIGHTING CONTROL LIGHTING TELECOMMUNICATIONS CONTROL MODULE MONITOR MODULE REFERENCE SYMBOLS NURS N N NURSE CALL BED/BATH STATION NURSE CALL LIGHT NURSE CALL STATION PANEL DIGITAL VIDEO RECORDERDVR REQUEST TO EXIT MOTION DETECTORREX DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE MM CM AS NOTED AS NOTED +48" +16" +48" +84" AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED TOP AT 6'-0" AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED N/A N/A N/A N/A AS NOTED AS NOTED AS NOTED N/A AS NOTED AS NOTED AS NOTED FLOOR FLOOR FLOOR AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED N/A N/A N/A N/A N/A N/A AS NOTED MOTOR STARTER ONLY SD TOP AT 6'-0"POWER SUPPLY LOW VOLTAGEPS SECURITY SYSTEM DOOR ACCESS KEYPADAK +48" TOP AT 6'-0" TOP AT 6'-0" TOP AT 6'-0" TOP AT 6'-0" TOP AT 6'-0" SECURITY SYSTEM MAGNETIC DOOR LOCKML AS NOTED +48" +84" AS NOTED ABBREVIATIONS GENERAL NOTES FIRE RATED POKE THROUGH FLOOR THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE WITH ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND OTHER DRAWINGS PRIOR TO BID. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS IN A NEAT AND ORDERLY MANNER WITH TYPE AND MODEL NUMBERS INDICATED. SUBMITTALS SHALL INCLUDE BUT NOT LIMITED TO: LIGHTING FIXTURES, LAMPS, WIRING DEVICES, OCCUPANCY SENSORS, CONTACTORS, TIME CLOCKS, PHOTOCELLS, RELAYS, SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS, SAFTEY SWITCHES, MOTOR STARTERS, OVERCURRENT PROTECTION DEVICES, TRANSFORMERS, CONDUCTORS OVER 600 VOLTS AND ALL SPECIAL SYSTEMS SUCH AS FIRE ALARM, LIGHTING CONTROLS, SECURITY SYSTEMS, SOUND SYSTEMS ETC. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. MANUFACTURES CATALOG NUMBERS ARE LISTED AS A BASIS OF DESIGN. ELECTRICAL CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION THAT DEVIATES FROM ORIGINAL DESIGN AND SPECIFICATION. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS AND INSPECTION FEES. ALL IMPACT FEES ASSOCIATED WITH CITY, UTILITY OR SERVICE COMPANIES FOR BUT NOT LIMITED TO POWER, TELEPHONE, FIBER OPTIC & INTERNET SHALL BE THE RESPONSIBILITY OF THE OWNER. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL TEMPORARY POWER FOR PROJECT CONSTRUCTION AS REQUIRED. ALL ENERGY COSTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DO NOT SCALE DRAWINGS VERIFY DIMENSIONS IN FIELD PRIOR TO MAKING ANY ROUGH-INS. ELECTRICAL CONTRACTOR SHALL REVIEW ALL ARCHITECTS ELEVATIONS, SECTIONS AND FLOOR PLANS PRIOR TO ROUGH IN OF ELECTRICAL DEVICE JUNCTION BOXES. CONSULT ARCHITECTS REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHTING FIXTURES, SPEAKERS, SMOKE DETECTORS ETC. ELECTRICAL CONTRACTOR SHALL MEET WITH THE CEILING AND MECHANICAL CONTRACTORS TO COORDINATE LOCATIONS, CLEARANCES, CEILING TYPES AND ROUGH-IN REQUIREMENTS OF ALL LIGHTING FIXTURES PRIOR TO DUCT, PIPING AND CEILING INSTALLATIONS. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH-INS. CONSULT CONTRACT DOCUMENT DRAWINGS AND SHOP DRAWINGS TO VERIFY AND MAINTAIN REQUIRED CLEARANCES. ELECTRICAL ROOM DRAWINGS ARE FOR REFERENCE ONLY OF EQUIPMENT QUANTITIES. ELECTRICAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ELECTRICAL ROOM SHOWING DIMENSIONS AND CLEARANCES OF ALL EQUIPMENT AND ELECTRICAL GEAR PROVIDED. COORDINATE LAYOUT WITH ONE-LINE DRAWINGS. CONTRACTOR SHALL VERIFY ACTUAL ELECTRICAL LOADS FROM NAMEPLATE RATINGS OF EACH PIECE OF EQUIPMENT REQUIRING POWER. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE PROJECT ENGINEER. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER, PER INDUSTRY STANDARD AND TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE AND NATIONAL CODES, STANDARDS AND ORDINANCES. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE AS PER MANUFACTURERS WRITTEN INSTRUCTIONS AND APPROVED WIRING DIAGRAMS AND DETAILS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A 200LB RATED PULL CORD INSTALLED AND SHALL BE IDENTIFIED AT EACH JUNCTION, PULL AND TERMINATION POINT, USING PERMANENT MARKER IN THE BOX. ID SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. ALL PENETRATIONS OF FIRE RATED FLOORS, CEILING AND WALLS SHALL BE SEALED WITH UL LISTED AND RATED FIRE STOP MATERIAL TO MAINTAIN FIRE RATING OF ASSEMBLY. ELECTRICAL BOXES SHALL NOT BE LOCATED IN MASONRY OR CONCRETE COLUMNS, BOND BEAMS OR GROUTED CELLS OF MASONRY WALLS ADJACENT TO OPENINGS WITHOUT COORDINATION WITH THE MASONRY CONTRACTOR. WIRE FOR GENERAL USE SHALL BE COPPER 75°C RATED. WIRING FOR HID FIXTURES WITHIN 3" OF FLUORESCENT BALLAST SHALL BE COPPER, MINIMUM 90°C RATED. CONDUCTOR SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30°C AMBIENT TEMPERATURE ENVIRONMENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS. CONDUCTORS HAVE BEEN SIZED FOR VOLTAGE DROP AS PER PLANS AND DIRECT ROUTING. ANY DEVIATION IN CONDUIT ROUTING MAY INCREASE THE WIRE AND CONDUIT SIZE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INSURE PROPER OPERATING VOLTAGE ON ALL CIRCUITS BOTH INTERIOR AND EXTERIOR. THE VOLTAGE DROP SHALL NOT EXCEED 3% FOR BRANCH CIRCUITS AND 2% FOR FEEDERS FOR A TOTAL OF 5% COMBINED TOGETHER OF BRANCH AND FEEDER CIRCUITS TO THE FARTHEST OUTLET. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL UTILITY METERING EQUIPMENT TO COMPLY WITH THE STANDARDS OF THE LOCAL OR PROJECT SPECIFIC POWER COMPANY. VERIFY EXACT LOCATIONS OF ALL NEW AND EXISTING UNDERGROUND SITE UTILITIES, PIPING AND RACEWAY SYSTEMS PRIOR TO TRENCHING. A UTILITY LOCATING COMPANY SUCH AS "BLUE STAKE" OR EQUAL SHALL BE USED TO VERIFY AND MARK UTILITIES BEFORE TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL EXCAVATION, SUPPORTS, SERVICE FEEDERS, (CONDUIT AND/OR WIRE), PULL BOXES, TRANSFORMER PADS, SAW CUTTING AND PATCHING, CONCRETE PAVING ETC, REQUIRED. BACKFILL TRENCHES TO 90% COMPACTION. PATCHING SHALL MATCH EXISTING SURROUNDING SURFACES. CONTRACTOR SHALL OBTAIN AND VERIFY UTILITY COMPANY DRAWINGS AND REQUIREMENTS FOR ALL SITE UTILITIES. ELECTRICAL CONTRACTOR SHALL ALSO COORDINATE ELECTRICAL RELATED UTILITIES WITH THE CIVIL, MECHANICAL, AND SITE EXCAVATION CONTRACTORS. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE WEATHERPROOF TYPE WITH HINGED GASKETED LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS. SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE WATERPROOF USING "SCOTCAST" SPLICE KIT OR APPROVED EQUAL. SEAL ENDS OF CONDUITS AND DUCTS ENTERING BOXES WITH "DUCTSEAL" OR EQUAL. ELECTRICAL CONTRACTOR SHALL TEST AND VERIFY ALL SYSTEMS WITH PROJECT ENGINEER DURING FINAL INSPECTION TO INSURE PROPER OPERATION. IF TESTS RESULT IN DEFECT THE CONTRACTOR SHALL MAKE ANY CORRECTIONS NECESSARY AT NO ADDITIONAL COSTS TO THE OWNER. PROVIDE RECORD DRAWINGS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP, WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION. DEFECTS SHALL BE PROMPTLY CORRECTED. * THIS IS A TYPICAL ABBREVIATION LIST. NOT ALL ABBREVIATIONS ARE USED ON THIS PROJECT. ABOVE FINISHED FLOOR ARC FAULT PROTECTOR AMP INTERRUPTING CURRENT (SYMMETRICAL) ALUMINUM BELOW GRADE CONDUIT CONTRACTOR FURNISHED CONTRACTOR INSTALLED CIRCUIT CONDUIT ONLY COPPER COMPLETE WITH DEMOLISH/DELETE EMERGENCY EXISTING EMERGENCY POWER OFF ELECTRIC WATER COOLER ELECTRIC WATER HEATER FUTURE FIRE ALARM FULL LOAD AMPS GROUND FAULT INTERRUPTER GROUND FAULT PROTECTOR GROUND GALVANIZED RIGID CONDUIT ISOLATED GROUND MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MANHOLE MAIN LUGS ONLY NEW NOT IN CONTRACT NIGHT LIGHT OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED PANEL RELOCATE REMOVE AND RETURN TO OWNER SURGE PROTECTION DEVICE TAMPER RESISTANT TYPICAL UNLESS NOTED OTHERWISE WEATHER PROOF TRANSFORMER 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. S a. b. c. d. e. f. g. h. AFF AFP AIC AL BG C CFCI CKT CO CU C/W (D) E (EX) EPO EWC EWH (F) FA FLA GFI GFP GND GRC IG MCB MCC MH MLO (N) NIC NL OFCI OFOI PNL (R) (RM) SPD TR TYP UNO WP XMR A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:47:51 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L N O T E S / S Y M B O L S E100 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N SHEET LIST E001 COVER SHEET E100 ELECTRICAL NOTES / SYMBOLS E101 ELECTRICAL SITE PLAN E102 PHOTOMETRIC SITE PLAN E201 BASEMENT POWER PLAN E202 LEVEL 1 POWER PLAN E203 LEVEL 2 POWER PLAN E204 BASEMENT MECHANICAL POWER PLAN E205 LEVEL 1 MECHANICAL POWER PLAN E206 LEVEL 2 MECHANICAL POWER PLAN E207 ROOF POWER PLAN E301 BASEMENT LIGHTING PLAN E302 LEVEL 1 LIGHTING PLAN E303 LEVEL 2 LIGHTING PLAN E401 ONE-LINE DIAGRAM E402 ELEVATIONS/RISER DIAGRAM E501 ELECTRICAL SCHEDULES E502 ELECTRICAL SCHEDULES E503 ELECTRICAL SCHEDULES E504 ELECTRICAL SCHEDULES E505 ELECTRICAL SCHEDULES E601 ELECTRICAL DETAILS E602 ELECTRICAL DETAILS num. description date F. E . C . F.E.C. PARKING STALL: 93 PROVIDED ADA PARKING STALLS: 4 PROVIDED J 'MC' EXISTING TRANSFORMER SF1 SF2 SF2 SF2 SF2 SF2 SF2 1 EXISTING COMM. VAULT T.M.B. 2 M1-16 LCP-1 M1-17 LCP-2 M1-18 LCP-3 SF3 SF3 SF3 SF3 SF3 M1-44 LCP1-5 SF1 KEYED NOTES: 1. ROUTE (3) 4" CONDUITS UNDERGROUND FROM POWER COMPANY TRANSFORMER TO METER CENTER AS SHOWN. COORDINATE CONDUIT ROUTING OTHER SITE UTILITIES. 2. ROUTE (2) 2" CONDUITS AND (2) 4" CONDUITS UNDERGROUND FROM CENTURY LINK VAULT AS SHOWN. COORDINATE EXACT LOCATION OF THE CENTURY LINK VAULT WITH THE CIVIL ENGINEER AND CENTURY LINK REPRESENTATIVE. 3. MINIMIZE EXPOSED CONDUIT FROM "MC" COMING INTO THE BUILDING FOR TENANT PANEL. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:47:53 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L S I T E P L A N E101 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E101 1 ELECTRICAL SITE PLAN num. description date 0'10'20'40'60' SCALE: 1" = 20'-0" SF2 G SF2 SF1 SF3 SF3 SF3 SF3 SF2 SF3 SF2 SF1 0.3 0.5 0.7 0.9 1.4 1.8 1.2 0.8 0.3 0.5 0.7 1.0 1.3 1.5 1.2 0.9 0.3 0.4 0.6 0.8 1.0 1.0 1.0 0.8 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.3 0.4 0.4 0.4 0.3 0.4 0.4 0.4 0.3 0.4 0.5 0.5 0.4 0.5 0.7 0.7 0.5 0.7 0.9 1.0 0.5 0.8 1.2 1.4 0.5 0.8 1.1 1.6 0.5 0.8 1.1 1.3 0.5 0.7 0.9 0.9 0.4 0.5 0.6 0.7 0.4 0.4 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.6 0.4 0.3 0.3 6.5 2.3 0.3 0.3 0.5 0.7 0.9 1.0 1.0 0.9 0.7 0.5 0.4 0.3 3.5 1.6 0.3 0.4 0.6 0.9 1.2 1.5 1.5 1.2 0.8 0.6 0.4 0.2 0.1 0.3 0.3 0.4 0.6 1.0 1.4 2.0 2.0 1.3 0.9 0.6 0.4 0.2 1.9 1.2 0.4 0.6 0.9 1.3 2.0 3.2 3.1 1.9 1.3 0.9 0.5 0.3 1.0 2.9 0.3 0.4 0.6 0.9 1.4 2.1 2.1 1.4 0.9 0.6 0.5 0.4 0.9 0.8 0.3 0.4 0.6 0.9 1.3 1.6 1.6 1.3 0.9 0.7 0.6 0.7 0.9 1.3 1.5 1.5 1.5 1.3 0.7 0.4 0.2 0.1 0.2 0.3 0.4 0.5 0.8 1.0 1.1 1.1 1.0 0.8 0.7 0.8 1.0 1.4 1.8 2.2 2.1 2.2 1.8 1.2 0.7 0.4 0.2 0.2 0.2 0.3 0.4 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 1.4 1.8 1.9 1.9 1.9 1.7 1.2 0.7 0.5 1.8 0.3 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.4 1.8 1.9 1.9 1.9 1.8 1.2 0.7 0.5 3.4 0.3 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.9 1.4 1.8 2.2 2.2 2.2 1.8 1.3 0.7 0.4 0.6 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.9 1.3 1.4 1.3 0.9 0.6 0.4 0.2 0.9 0.4 0.4 0.4 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.0 4.2 0.5 0.5 0.6 0.7 0.6 0.1 0.1 0.1 0.1 0.1 3.7 7.9 0.6 0.1 0.2 1.5 0.5 0.6 0.8 0.9 0.8 0.1 0.1 0.1 0.1 0.2 0.8 1.2 0.4 0.2 0.2 0.3 0.5 0.7 1.0 1.2 1.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.7 1.0 1.4 1.8 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.5 0.7 1.0 1.3 1.5 0.4 0.5 0.7 0.8 0.8 0.8 0.7 0.5 0.4 0.3 0.4 0.5 0.7 0.8 1.0 0.9 0.4 0.6 0.9 1.2 1.2 1.1 0.9 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.7 0.7 0.5 0.7 0.9 1.4 1.6 1.3 0.9 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.5 0.5 0.4 0.6 0.8 1.3 1.8 1.2 0.8 0.6 0.4 0.3 0.2 0.2 0.3 0.3 0.3 0.3 A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:47:53 PM RE X B U R G C A L L C E N T E R PH O T O M E T R I C S I T E P L A N E102 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E102 1 PHOTOMETRICS num. description date 0'10'20'40'60' SCALE: 1" = 20'-0" RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . TV TV T V TV TV J CR J J J T V T V 1 2 3 A B C D E E +44" +44"+44" +44" TRAINING 016 TRAINING 015 STORAGE 013 WOMEN'S 012 MEN'S 011 PHONE 009 PHONE 008 GAME ROOM 002 ELEV. E1 PREP. 003 BREAK ROOM 004 ELECTRICAL 005 JANITOR 006 EMPLOYEE LOUNGE 007 STAIR S2 STAIR S1 3/4"ø 3/ 4 " ø 3/ 4 " ø 3/4"ø 3/ 4 " ø 3/ 4 " ø MB TIE-INTO ELEVATOR LIGHTING MB-1 HALL 014 HALL 014 1 MB-2 MB-3 MB-3 MB-3 MB-10 MB-4 MB-4 MB-4 MB-4 MB-5 MB-5 MB-5 MB-6 MB-6 MB-6 MB-6 MB-6 MB-8 MB-8 MB-8 MB-8 MB-8 MB-9 MB-9 MB-9 MB-9 MB-9 MB-3 MB-10 MB-10 MB-9 MB-3 MB-11 MB-11 MB-11 MB-11 MB-11 MB-11 +50" +50" 2 2 2 2 2 22 2 2 MB-12 MB-13 MB-14 MB-15 MB-16 MB-17 MB-18 MB-19 MB-20 MB-21 MB-22 MB-22 MB-22 MB-22 MB-22 MB-23 MB-23 MB-23 MB-23 MB-23 3/ 4 " ø 3/ 4 " ø 3/ 4 " ø 3/ 4 " ø MB-25 MB-25 MB-25 MB-7 MB-7 MB-7 MB-24 MB-24 MB-24 3/4"ø LCPB +60" +60" +60" MB-4 +60" +60" +60" MB-11 +6 0 " +6 0 " +6 0 " MB-3 +60" +60" +60" MB-23 +60" +60" +60" +36" 6 5 6 +36" +36" 6 6 +36" MB-11 7 MB-45 8 4 E402 MB-47 MB-49 MDP-6 3 (TYP.) 3 (TYP.) 3 (TYP.) 3 (TYP.) MB-51 PHONE 017 MB-53 MB-10 MB-11 +6 0 " +6 0 " +6 0 " MB-11 +6 0 " +6 0 " +6 0 " 9 KEYED NOTES: 1. RECEPTACLE FOR THE WATER COOLER SHALL BE MOUNTED SO THAT IT IS NOT VISIBLE AFTER THE DRINKING FOUNTAIN IS INSTALLED, EXACT HEIGHT SHALL BE FOUND ON THE MANUFACTURER'S SPECIFICATIONS. PROVIDE A GFCI BREAKER TO PROTECT THE CIRCUIT. 2. PROVIDE USB/RECEPTACLE COMBO. 3. PROVIDE LEGRAND SLAB ON GRADE DEVICE EFB45 OR EQUAL WITH (4) 20A, 125V RECEPTACLES. 4. FIRE RATED FLOOR JUNCTION BOX (LEGRAND 4FFATC OR EQUAL) FOR DAT A AND POWER TO 3-CIRCUIT MODULAR FURNITURE. VERIFY LOCATLION WITH MODULAR FURNITURE MANUFACTURER PRIOR TO ROUGH-IN AND CORE-DRILL. 5. JUNCTION BOX FOR CARD READER. PROVIDE BACK BOX AND CONDUIT TO ABOVE DOOR JUNCTION BOX. SEE DETAIL 3/E602. 6. JUNCTION BOX FOR PANIC BUTTON. PROVIDE BACK BOX WITH 3/4" CONDUIT AND PULL STRING STUBBED INTO ACCESSIBLE CEILING SPACE. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE A TALK-A-PHONE ETP400 OR EQUAL WITH A JUNCTION BOX AT THIS LOCATIONS. PROVIDE A CAT5 CABLE TO THIS LOCATION AND CONNECT TO THE TALK-APHONE. 8. 3/4" X 48" X 48" CDX PLYWOOD SHEET WITH THREE COATS OF FIRE RETARDANT PAINT. 9. PROVIDE A 1" CONDUIT STUBBED INTO THE CEILING SPACE FOR SOUND MASKING SYSTEM. COORDINAT EXACT LOCATION WITH SOUND MASKING SYSTEM PROVIDER. GENERAL NOTES: A. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING AND OTHER DRAWINGS PRIOR TO ROUGH-IN OF POWER. B. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. C. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH- INS. CONSULT CONTRACT DOCUMENT DRAWINGS AND SHOP DRAWINGS TO VERIFY AND MAINTAIN REQUIRED CLEARANCES. D. CONTRACTOR SHALL VERIFY ACTUAL ELECTRICAL LOADS FROM NAMEPLATE RATINGS OF EACH PIECE OF EQUIPMENT REQUIRING POWER. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE PROJECT ENGINEER. E. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE AS PER MANUFACTURERS WRITTEN INSTRUCTIONS AND APPROVED WIRING DIAGRAMS AND DETAILS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. F. CONTRACTOR SHALL VERIFY STAND ALONE EQUIPMENT REQUIRING DROPS FROM CEILING. STRAIN RELIEF SHALL BE USED AT THE CEILING AND PROPER SUPPORT USED IN THE CONNECTION TO THE EQUIPMENT. CONTRACTOR SHALL NOT USE EQUIPMENT AS AN ATTACHMENT OR SUPPORT FOR CONDUIT, JUNCTION BOXES, RECEPTACLES OR DISCONNECTS. G. TELE/DATA SYMBOL - PROVIDE A BACKBOX AND 1" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL- STRING. OWNER PROVIDED NETWORK CONSULTANT TO PROVIDE CABLING AND CONNECTION FROM DATA LOCATION TO SERVER ROOM. H. ALL SYSTEMS FURNITURE IS TO BE COORDINATED WITH THE FURNITURE VENDOR/OWNER PRIOR TO ANY COREDRILLS OR ROUGH-INS. I. TV SYMBOL - PROVIDE A BACKBOX AND 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL- STRING. OWNER PROVIDED NETWORK CONSULTANT TO PROVIDE CABLING AND FINAL CONNECTION. FIRE ALARM NOTES: A. ELECTRICAL CONTRACTOR TO PROVIDE A FIRE ALARM DESIGN AS A DEFERRED SUBMITTAL. FIRE ALARM CONTRACTOR SHALL PROVIDE PLANS THAT COMPLY WITH ALL REQUIREMENTS OF NFPA-72, NPFA-101 AND THE IBC. PLANS SHALL BE SUMBITTED AND APPROVED BY THE FIRE MARSHAL. B. ALL HORN STROBES SHALL BE CEILING MOUNTED IN HALLWAYS AND REQUIRED ROOMS. THE ONLY EXCEPTION IS SPECIAL CEILING AREAS LIKE THE MAIN LOBBY. ANY DEVICES LOCATED ON THE WALLS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT PRIOR TO ROUGH-IN OF BACK BOXES. ANY DEVICES THAT CONFLICTS WITH ARTWORK OR ANY OTHER WALL FEATURE SHALL BE RE-LOCATED AT NO EXPENSE TO THE OWNER INCLUDING WALL PAINT AND OR WALLPAPER. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:47:55 PM RE X B U R G C A L L C E N T E R BA S E M E N T P O W E R P L A N E201 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N N S EWE201 1 BASEMENT POWER PLAN 0'4'8'24' SCALE: 3/16" = 1'-0" 16' num. description date 1 Revision 1 1-15-20 3 REVISION 2 2-21-20 TV WP TV J J J J J J J J J J J J J J J J JJ JJ JJ JJ JJ JJ J J JJ JJ J CR J J J J CR CR CR CR J J CR CR J J JJ T V TV TV TV T V T V 1 2 3 A B C D E FIRE RISER 110 JANITOR 109 ELECTRICAL 107 OFFICE 105 STAIR S2 +44" GFCI BREAKER CONFERENCE 106 +60" +60" +60" +42" 1 ON 1 ROOM 104 OFFICE 119 OFFICE 120 OFFICE 118 STAIR S1 ENTRY 101 BIKES 102 M1 'MC' 3/4"ø 1"ø 3/4"ø 1"ø CONFERENCE 115 OPEN AGENT OFFICE 114 MEN'S 112 ELEV. E1 OPEN AGENT OFFICE 103 +44"COPIER +42" +60" +60" +60" 1 6 2 3 4 4 4 OFFICE 117 OFFICE 116 COLLAB. AREA 122 AST. MGR. 111 HALL 121 2 3 2 3 2 3 4 4 4 M1-1 M1-1 M1-1 M1-1 M1-1 M1-2 M1-2 M1-2 M1-2 M1-2 M1-2 M1-3 M1-3 M1-3 M1-4 M1-5 M1-5 M1-5 M1-5 M1-6 M1-6 M1-6 M1-6 M1-5 ? ? M1-7 M1-7 M1-7 M1-7 M1-7 M1-19 M1-8 M1-9 M1-9 M1-9 M1-10 M1-9 M1-10 M1-10 M1-10 M1-10 M1-10 M1-12 M1-11 M1-12 M1-13 M1-14 M1-14 M1-15 M1-15 M1-15 M1-15 32 326 6 6 +44" +44" +44" M1-19 M1-19 M1-1 55 5 M1-20 M1-22 M1-24 M1-26 M1-28 M1-30 M1-32 M1-34 M1-36 M1-38 M1-40 M1-42 M1-21 M1-23 M1-25 M1A M1-27 M1-29 M1-31 LCP1 M1A-7 M1A-11 M1A-9 M1A-13 M1A-15 M1A-17 M1A-21 M1A-19 M1-9 1"ø 3/4"ø 8 7 +36" 8 9 10 9 7 7 7 7 8 +36" +36" 8 8 MDP 11 +44" M1-7 M1-7+44" M1-12 7 WOMEN'S 113 M1-37 SECURITY TURNSTILES ROUTE UNDERFLOOR M1A-51 1213 M1-48 M1-39,41 +6 0 " +6 0 " +6 0 " M1-7 +60" +60" +60" M1-5 +60" +60" +60" M1-7 14 +60" +60" +60" M1-15 M1-9 +6 0 " +6 0 " +6 0 " M1-10 +6 0 " +6 0 " +6 0 " GENERAL NOTES: A. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING AND OTHER DRAWINGS PRIOR TO ROUGH-IN OF POWER. B. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. C. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH- INS. CONSULT CONTRACT DOCUMENT DRAWINGS AND SHOP DRAWINGS TO VERIFY AND MAINTAIN REQUIRED CLEARANCES. D. CONTRACTOR SHALL VERIFY ACTUAL ELECTRICAL LOADS FROM NAMEPLATE RATINGS OF EACH PIECE OF EQUIPMENT REQUIRING POWER. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE PROJECT ENGINEER. E. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE AS PER MANUFACTURERS WRITTEN INSTRUCTIONS AND APPROVED WIRING DIAGRAMS AND DETAILS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. F. CONTRACTOR SHALL VERIFY STAND ALONE EQUIPMENT REQUIRING DROPS FROM CEILING. STRAIN RELIEF SHALL BE USED AT THE CEILING AND PROPER SUPPORT USED IN THE CONNECTION TO THE EQUIPMENT. CONTRACTOR SHALL NOT USE EQUIPMENT AS AN ATTACHMENT OR SUPPORT FOR CONDUIT, JUNCTION BOXES, RECEPTACLES OR DISCONNECTS. G. TELE/DATA SYMBOL - PROVIDE A BACKBOX AND 1" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL- STRING. OWNER PROVIDED NETWORK CONSULTANT TO PROVIDE CABLING AND CONNECTION FROM DATA LOCATION TO SERVER ROOM. H. ALL SYSTEMS FURNITURE IS TO BE COORDINATED WITH THE FURNITURE VENDOR/OWNER PRIOR TO ANY COREDRILLS OR ROUGH-INS. I. TV SYMBOL - PROVIDE A BACKBOX AND 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL- STRING. OWNER PROVIDED NETWORK CONSULTANT TO PROVIDE CABLING AND FINAL CONNECTION. KEYED NOTES: 1. RECEPTACLE FOR THE WATER COOLER SHALL BE MOUNTED SO THAT IT IS NOT VISIBLE AFTER THE DRINKING FOUNTAIN IS INSTALLED, EXACT HEIGHT SHALL BE FOUND ON THE MANUFACTURER'S SPECIFICATIONS. PROVIDE A GFCI BREAKER TO PROTECT THE CIRCUIT. 2. J-BOX FOR POWER TO MODULAR FURNITURE. VERIFY LOCATION WITH MODULAR FURNITURE MANUFACTURE PRIOR TO ROUGH-IN. 3. J-BOX FOR TELEPHONE/DATA TO MODULAR FURNITURE. VERIFY LOCATION WITH MODULAR FURNITURE MANUFACTURE PRIOR TO ROUGH-IN. 4. 1-1/2" EC STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL WIRE. 5. PROVIDE LEGRAND POKE THRU DEVICE 6AT OR EQUAL WITH (4) 20A, 125V RECEPTACLES AND (2) UNIT OPENING FOR DATA PORTS. CORE-DRILL DECKING AT LOCATIONS NOTED WITH FINAL LOCATION APPROVAL BY OWNER. 6. FIRE RATED FLOOR JUNCTION BOX (LEGRAND 4FFATC OR EQUAL) FOR DAT A AND POWER TO 3-CIRCUIT MODULAR FURNITURE. VERIFY LOCATLION WITH MODULAR FURNITURE MANUFACTURER PRIOR TO ROUGH-IN AND CORE-DRILL. 7. JUNCTION BOX FOR CARD READER. PROVIDE BACK BOX AND CONDUIT TO ABOVE DOOR JUNCTION BOX. SEE DETAIL 3/E602. 8. JUNCTION BOX FOR PANIC BUTTON. PROVIDE BACK BOX WITH 3/4" CONDUIT AND PULL STRING STUBBED INTO ACCESSIBLE CEILING SPACE. 9. JUNCTION BOX FOR AUTOMATIC DOOR PUSH BUTTON. 10. JUNCTION BOX FOR AUTOMATIC DOOR POWER. COORDINATE EXACT LOCATION WITH THE DOOR HARDWARE SUPPLIER. 11. 3/4" X 48" X 48" CDX PLYWOOD SHEET WITH THREE COATS OF FIRE RETARDANT PAINT. 12. J-BOX FOR POWER TO REVOLVING DOOR. COORDINATE EXACT LOCATION AND REQUIRMENTS WITH DOOR INSTALLER. 13. J-BOX FOR 120V POWER REVOLVING DOOR LIGHTS. 14. PROVIDE A 1" CONDUIT STUBBED INTO THE CEILING SPACE FOR SOUND MASKING SYSTEM. COORDINAT EXACT LOCATION WITH SOUND MASKING SYSTEM PROVIDER. FIRE ALARM NOTES: A. ELECTRICAL CONTRACTOR TO PROVIDE A FIRE ALARM DESIGN AS A DEFERRED SUBMITTAL. FIRE ALARM CONTRACTOR SHALL PROVIDE PLANS THAT COMPLY WITH ALL REQUIREMENTS OF NFPA-72, NPFA-101 AND THE IBC. PLANS SHALL BE SUMBITTED AND APPROVED BY THE FIRE MARSHAL. B. ALL HORN STROBES SHALL BE CEILING MOUNTED IN HALLWAYS AND REQUIRED ROOMS. THE ONLY EXCEPTION IS SPECIAL CEILING AREAS LIKE THE MAIN LOBBY. ANY DEVICES LOCATED ON THE WALLS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT PRIOR TO ROUGH-IN OF BACK BOXES. ANY DEVICES THAT CONFLICTS WITH ARTWORK OR ANY OTHER WALL FEATURE SHALL BE RE-LOCATED AT NO EXPENSE TO THE OWNER INCLUDING WALL PAINT AND OR WALLPAPER. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:47:58 PM RE X B U R G C A L L C E N T E R LE V E L 1 P O W E R P L A N E202 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E202 1 LEVEL 1 POWER PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' num. description date 1 Revision 1 1-15-20 3 REVISION 2 2-21-20 F. E . C . F.E.C. RE F . TV T V J J J J J J J J J J J J J J J J JJ JJ JJ JJ JJ JJ JJ JJ J J CR CR J T V T V T V TV TV KEYED NOTES: 1. RECEPTACLE FOR THE WATER COOLER SHALL BE MOUNTED SO THAT IT IS NOT VISIBLE AFTER THE DRINKING FOUNTAIN IS INSTALLED, EXACT HEIGHT SHALL BE FOUND ON THE MANUFACTURER'S SPECIFICATIONS. PROVIDE A GFCI BREAKER TO PROTECT THE CIRCUIT. 2. J-BOX FOR POWER TO MODULAR FURNITURE. VERIFY LOCATION WITH MODULAR FURNITURE MANUFACTURE PRIOR TO ROUGH-IN. 3. J-BOX FOR TELEPHONE/DATA TO MODULAR FURNITURE. VERIFY LOCATION WITH MODULAR FURNITURE MANUFACTURE PRIOR TO ROUGH-IN. 4. 1-1/2" EC STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL WIRE. 5. PROVIDE LEGRAND POKE THRU DEVICE 6AT OR EQUAL WITH (4) 20A, 125V RECEPTACLES AND (2) UNIT OPENING FOR DATA PORTS. CORE-DRILL DECKING AT LOCATIONS NOTED WITH FINAL LOCATION APPROVAL BY OWNER. 6. FIRE RATED FLOOR JUNCTION BOX (LEGRAND 4FFATC OR EQUAL) FOR DAT A AND POWER TO 3-CIRCUIT MODULAR FURNITURE. VERIFY LOCATLION WITH MODULAR FURNITURE MANUFACTURER PRIOR TO ROUGH-IN AND CORE-DRILL. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE A TALK-A-PHONE ETP400 OR EQUAL WITH A JUNCTION BOX AT THIS LOCATIONS. PROVIDE A CAT5 CABLE TO THIS LOCATION AND CONNECT TO THE TALK-APHONE. 8. JUNCTION BOX FOR CARD READER. PROVIDE BACK BOX AND CONDUIT TO ABOVE DOOR JUNCTION BOX. SEE DETAIL 3/E602. 9. JUNCTION BOX FOR PANIC BUTTON. PROVIDE BACK BOX WITH 3/4" CONDUIT AND PULL STRING STUBBED INTO ACCESSIBLE CEILING SPACE. 10. 3/4" X 48" X 48" CDX PLYWOOD SHEET WITH THREE COATS OF FIRE RETARDANT PAINT. 11. PROVIDE A 1" CONDUIT STUBBED INTO THE CEILING SPACE FOR SOUND MASKING SYSTEM. COORDINAT EXACT LOCATION WITH SOUND MASKING SYSTEM PROVIDER. GENERAL NOTES: A. THE ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING AND OTHER DRAWINGS PRIOR TO ROUGH-IN OF POWER. B. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. C. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH- INS. CONSULT CONTRACT DOCUMENT DRAWINGS AND SHOP DRAWINGS TO VERIFY AND MAINTAIN REQUIRED CLEARANCES. D. CONTRACTOR SHALL VERIFY ACTUAL ELECTRICAL LOADS FROM NAMEPLATE RATINGS OF EACH PIECE OF EQUIPMENT REQUIRING POWER. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE PROJECT ENGINEER. E. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE AS PER MANUFACTURERS WRITTEN INSTRUCTIONS AND APPROVED WIRING DIAGRAMS AND DETAILS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. F. CONTRACTOR SHALL VERIFY STAND ALONE EQUIPMENT REQUIRING DROPS FROM CEILING. STRAIN RELIEF SHALL BE USED AT THE CEILING AND PROPER SUPPORT USED IN THE CONNECTION TO THE EQUIPMENT. CONTRACTOR SHALL NOT USE EQUIPMENT AS AN ATTACHMENT OR SUPPORT FOR CONDUIT, JUNCTION BOXES, RECEPTACLES OR DISCONNECTS. G. TELE/DATA SYMBOL - PROVIDE A BACKBOX AND 1" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL- STRING. OWNER PROVIDED NETWORK CONSULTANT TO PROVIDE CABLING AND CONNECTION FROM DATA LOCATION TO SERVER ROOM. H. ALL SYSTEMS FURNITURE IS TO BE COORDINATED WITH THE FURNITURE VENDOR/OWNER PRIOR TO ANY COREDRILLS OR ROUGH-INS. I. TV SYMBOL - PROVIDE A BACKBOX AND 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH PULL- STRING. OWNER PROVIDED NETWORK CONSULTANT TO PROVIDE CABLING AND FINAL CONNECTION. FIRE ALARM NOTES: A. ELECTRICAL CONTRACTOR TO PROVIDE A FIRE ALARM DESIGN AS A DEFERRED SUBMITTAL. FIRE ALARM CONTRACTOR SHALL PROVIDE PLANS THAT COMPLY WITH ALL REQUIREMENTS OF NFPA-72, NPFA-101 AND THE IBC. PLANS SHALL BE SUMBITTED AND APPROVED BY THE FIRE MARSHAL. B. ALL HORN STROBES SHALL BE CEILING MOUNTED IN HALLWAYS AND REQUIRED ROOMS. THE ONLY EXCEPTION IS SPECIAL CEILING AREAS LIKE THE MAIN LOBBY. ANY DEVICES LOCATED ON THE WALLS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT PRIOR TO ROUGH-IN OF BACK BOXES. ANY DEVICES THAT CONFLICTS WITH ARTWORK OR ANY OTHER WALL FEATURE SHALL BE RE-LOCATED AT NO EXPENSE TO THE OWNER INCLUDING WALL PAINT AND OR WALLPAPER. 1 2 3 A B C D E M2-14 M2-14 M2-9 M2-9 M2-9 M2-9M2-14 M2-14 +6 0 " +6 0 " +6 0 " M2-13 5 5 5 M2-11 M2-11 M2-18 M2-18 M2-13 M2-13 M2-13 +44" +44" +44" +44" 5 +60" +60" +60" M2-35 3/4"ø 1"ø M2-35 M2-7 M2-20 M2-20 M2-20 M2-20 M2-22 +44" M2-15 M2-15 M2-37 M2-37 M2-37 M2-15 +44" 5 +60" +60" +60" M2-24 3/4"ø 1"ø M2-24 M2-17 M2-17 M2-17M2-17 M2-19 M2-24 M2-19 M2-19 M2-26M2-21 M2-28 M2-23 M2-30 M2-25 M2 MM LCP2 M2-28 M2-28 M2-28 1 6 M1A-23 M1A-25 M1A-27 M1A-31 M1A-33 M1A-29 6 2 3 4 M1A-35 M1A-37 M1A-39 4 4 3232 M1A-10 M1A-12 M1A-8 M1A-18 M1A-16 M1A-14 6 6 M1A-40 M1A-38 GFCI BREAKER 3 3 3222 M1A-24 M1A-22 M1A-20 M1A-30 M1A-28 M1A-26 M1A-36 M1A-34 M1A-32 4 4 4 7 8 9 9 M2-15 10M2-43 +44" M2-15 M2-15 +44" 3/ 4 " ø 1" ø M2-45 +42" +42" M2-47 ELECTRICAL / IT 206 CONFERENCE 205 OPEN AGENT OFFICE 211 MEN'S 212 WOMEN'S 213 OFFICE 204 1 ON 1 ROOM 203 LOBBY 201 ELEV. E1 STAIR S1 OFFICE 217 OFFICE 216 CONFERENCE 200 ? ? REFRESH 215 CONFERENCE 214 STORAGE 209 JANITOR 208 STAIR S2 COPY 207 11 +6 0 " +6 0 " +6 0 " M2 - 1 7 +6 0 " +6 0 " +6 0 " M2 - 1 7 +6 0 " +6 0 " +6 0 " M2 - 1 5 M2-35 +60" +60" M2-35 +60" +60" +60" +60" M2-28 A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:01 PM RE X B U R G C A L L C E N T E R LE V E L 2 P O W E R P L A N E203 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' E203 1 LEVEL 2 POWER PLAN num. description date 1 Revision 1 1-15-20 3 REVISION 2 2-21-20 RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . F/ S 2 H R F/ S 2 H R J J 1 2 3 A B C D E E TRAINING 016 TRAINING 015 STAIR S1 PUMP ROOM M01 ELEV. E1 GAME ROOM 002 PREP. 003 BREAK ROOM 004 ELECTRICAL 005 JANITOR 006 EMPLOYEE LOUNGE 007 STAIR S2 STORAGE 013 WOMEN'S 012 HALL 014 AC-0.1 AC-0.8 AC-0.2 AC-0.3 AC-0.7 AC-0.6 AC-0.4 120V XFMR AC-0.5 HRU-0.1 AC-0.9 MB-321 SE-1 MB-34,36,38 HRU-0.2 MB-31,33 MB-39,41 MB-40,42 MB-35,37 MB-43 ATC PANEL MOTHER'S 010 PHONE 017 PHONE 009 PHONE 008 MEN'S 011 HALL 014 KEYED NOTES: 1. 120V TO 24 VOLT TRANSFORMER PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL CONTRACTOR. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:03 PM RE X B U R G C A L L C E N T E R BA S E M E N T M E C H A N I C A L P O W E R P L A N E204 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E204 1 BASEMENT MECHANICAL POWER PLAN 0'4'8'24' SCALE: 3/16" = 1'-0" 16' num. description date 1 Revision 1 1-15-20 F. E . C . F.E.C. F/ S 2 H R F/ S 2 H R J J 1 2 3 A B C D E FIRE RISER 110 JANITOR 109 ELECTRICAL 107 OFFICE 105 STAIR S2 CONFERENCE 106 1 ON 1 ROOM 104 OFFICE 119 OFFICE 120 OFFICE 118 STAIR S1 ENTRY 101 BIKES 102 ELEV. E1 CONFERENCE 115 OPEN AGENT OFFICE 114 MEN'S 112 ELEV. E1 OPEN AGENT OFFICE 103 OFFICE 117 OFFICE 116 COLLAB. AREA 122 AST. MGR. 111 HALL 121 ? ? AC-1.11 AC-1.9 AC-1.10 AC-1.8 AC-1.7 HRU-1.2 AC-1.13 HRU-1.1 AC-1.5 AC-1.6 AC-1.12 AC-1.4 AC-1.3 AC-1.2 EUH-1 ? 120V XFMR M1A-48,50 M1A-41,43,45 M1A-42,44,46 M1A-47,49 1 M1A-53 MM-20,22 M1A-52,54 MM-24,26,28 BP-1 MB-44 KEYED NOTES: 1. 120V TO 24 VOLT TRANSFORMER PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL CONTRACTOR. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:05 PM RE X B U R G C A L L C E N T E R LE V E L 1 M E C H A N I C A L P O W E R P L A N E205 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E205 1 LEVEL 1 MECHANICAL POWER PLAN 0'4'8'24' SCALE: 3/16" = 1'-0" 16' N S EW num. description date F. E . C . F.E.C. RE F . F/ S 2 H R F/ S 2 H R ST J J J 1 2 3 A B C D E AC-2.10 AC-2.1 AC-2.12 AC-2.3 AC-2.4 AC-2.5 AC-2.6 HRU-2.1 AC-2.7 MSU-2.1 AC-2.11 AC-2.2 AC-2.9 AC-2.8 M2-31,33 P-1 EW-1 M2-27 HRU-2.2 M2-32,34 M2-36 1 120V XFMR POWER BY OUTDOOR UNIT. M2-38,40 M2-39,41 M2-29 M2-42 ATC PANEL CONFERENCE 214 REFRESH 215 OFFICE 216 OFFICE 217 STAIR S1 CONFERENCE 200 LOBBY 201 ELEV. E1 HALL 218 WOMEN'S 213 MEN'S 212 OPEN AGENT OFFICE 211 AST MGR. 210 OPEN AGENT OFFICE 202 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 COPY 207 STORAGE 209 JANITOR 208 STAIR S2 KEYED NOTES: 1. 120V TO 24 VOLT TRANSFORMER PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL CONTRACTOR. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:07 PM RE X B U R G C A L L C E N T E R LE V E L 2 M E C H A N I C A L P O W E R P L A N E206 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E206 1 LEVEL 2 MECHANICAL POWER PLAN 0'4'8'24' SCALE: 3/16" = 1'-0" 16' N S EW num. description date WP WP TV WP WP 1 2 3 A B C D E ? RCU-1.1 RCU-2.1 RCU-0.1 MSU-2.1 DOAS-1 MM-1,3,5 MM-2,4,6 MM-7,9,11 MM-8,10,12 MM-13,15,17 MM-19,21,23 M2-10 M2-10 M2-10 M2-10 MM-25,27 A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:09 PM RE X B U R G C A L L C E N T E R RO O F P O W E R P L A N E207 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E207 1 ROOF POWER PLAN N S EW 0'4'8'24' SCALE: 3/16" = 1'-0" 16' num. description date RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . RE F . S OS1 S S S OS 4 A S OS 4 A S L V 1 SLVOS4A S LV O S 4 A J J J J J J J J 1 2 3 A B C D E TRAINING 015 STAIR S2 F1 1 E402 PHONE 008 PHONE 009 2 E402 STAIR S1 GAME ROOM 002 F5 TRAINING 016 EM PREP. 003 BREAK ROOM 004 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2F2 F2 F2F2 F2 F2 F2 F2 STORAGE 013 F4 F4 F4 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 BREAK ROOM 004F2 F2 F2 F2 F2 F2 ELEV. E1 JANITOR 006 ELECTRICAL 005 F4 F4 F5 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 EMPLOYEE LOUNGE 007 F6 F4 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 F1 F1 F1 F1 F1 F1F1F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F3 F3 F3 F3 F3 EM EM PUMP ROOM M01 F4 EX1 EX1 EX1 EX1 F1 F1 F1 F1 EM EM EMEMEM EM EM EX1 EX1 EM EM EM EM a a, b OS4 a b a a c a a a a b b b b c cc cc cc d d d d d d d d d OS4 a, b c,d a,b MB-26 LCPB-1 MB-26 OS1 OS1 F2 F2 F2 F2 F2 F2 F2F2 MB-30 M2-7 UP TO LEVEL 1 UP TO LEVEL 1 OS4 OS4 OS4 1 EM EM F2 F2 F1 F1 PHONE 017 ? ? WOMEN'S 012 MEN'S 011 HALL 014 MB-27 MB-29 2 2 2 2 2 EX1 EX2 F3 F3 F3 F3 F11 F11 F11 F12 F12 F13 F13 HALL 014 F13 2 F13 F2 F2 F14 F14 F2 F2 3 3 3 KEYED NOTES: 1. TIE ELEVATOR PIT LIGHTING CIRCUIT WITH ELEVATOR PIT RECEPTACLE. 2. RECESSED JUNCTION BOX FOR LIT MIRROR. LOCATE JUNCTION BOX BASED ON CONNECTION POINT IN MANUFACTURER'S INSTRUCTIONS. 3. FIXTURE TO BE CENTERED OVER BOOTH. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR.GENERAL NOTES: A. COORDINATE ALL LIGHTING AND CONTROLS COMPONENTS WITH MECHANICAL DIFFUSERS. B. ALL EXIT SIGNS, EMERGENCY BATTERY PACKS, AND LUMINAIRES LABELLED WITH 'EM' TO HAVE THE EMERGENCY BATTERY CIRCUITING ON THE UNSWITCHED SIDE OF THE BRANCH CIRCUIT. C. ELECTRICAL CONTRACTOR TO PROVIDE UNISTRUT UNDER MECHANICAL EQUIPMENT AND DUCT WORK, AS A MOUNTING METHOD FOR LUMINAIRES. D. ALL EMERGENCY LIGHTING BATTERIES SHALL PROVIDE A MINIMUM OF 90 MINUTES ILLUMINATION PER NEC 700.12(A) AND IBC 1006. SEE electrical SPEC SECTION FOR ADDITIONAL REQUIREMENTS. E. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND DROPPED DECORATIVE CEILING ELEMENTS. F. COORDINATE ALL SWITCH, OUTLET, LIGHT AND OTHER DEVICE LOCATIONS WITH ARCHITECTURAL ELEMENTS (CABINETS, WINDOWS ETC.) PRIOR TO ROUGH-IN. REVIEW ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH- IN OF EACH AREA FOR ADDITIONAL INFORMATION. G. CONTRACTOR TO FURNISH OCCUPANCY SENSORS WITH COVERAGE PATTERNS APPROPRIATE FOR THEIR INSTALLED LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO BID. H. CONNECT OCCUPANCY SENSORS TO ENABLE ALL SWITCHES IN CONTROLLED SPACE. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:11 PM RE X B U R G C A L L C E N T E R BA S E M E N T L I G H T I N G P L A N E301 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N 0'4'8'24' SCALE: 3/16" = 1'-0" 16' N S EWE301 1 BASEMENT LIGHTING PLAN num. description date 1 Revision 1 1-15-20 2 CITY COMMENTS 2-3-20 3 REVISION 2 2-21-20 F. E . C . F.E.C.S S O4 A S L V 1 S O 4 A S O 4 A J J J J J J 1 2 3 A B C D E OFFICE 105 CONFERENCE 106 ELECTRICAL 107 JANITOR 109 FIRE RISER 110 STAIR S2 WOMEN'S 113 EX2 EX1 EX1 EX1 EM F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1F1F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 EX1 1 E402 AST. MGR. 111 MEN'S 112 OFFICE 118 COLLAB. AREA 122 CONFERENCE 115 STAIR S1 ELEV. E1 1 ON 1 ROOM 104 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 F2 F2 F2 EX1 F1 F1 EX1 2 E402 F4 F4 F5 F5 F4 F4 F4 F4 F5 F5 F1 F1 F1 F1 F1 OFFICE 119 F1 F1 OFFICE 120 F1 F1 F1 F1 F1 OPEN AGENT OFFICE 114 OPEN AGENT OFFICE 103 EM EM F1 F1 F2 F2 F2 F2 F2 F2 F2 OS4 F2 F2 F2 F2 F2 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F2 F2 F2 F2 EX1 F2F2 F2F2F2F2F2F2 F1 F1 F9 F9 F9 F9 F3 F3 EM EX1 F7 F7 F3 F3 EM EM a, b a a a aaa b b b b b bbb b b F1 F1 M1A-3 LCP1-4 M1A-4 M1A-5 EM DOWN TO BASEMENT UP TO 2ND FLOOR EM EM EM EM EM OS4 OS4 OS4 OS4 OS4 DAYLIGHT ZONEPC b b b PC b F7 F7 F7 b b 1 1 DOWN TO BASEMENT UP TO 2ND FLOOR M1-33 EG EG F2 F2 F2 F2 OFFICE 116 OFFICE 117 COPY 108 ENTRY 101 BIKES 102 2 2 2 2 2 2 ENTRY 101 F13 F13 F13 F13 F3 F3 F3 F3 M1A-2 EM EM F9 F9 KEYED NOTES: 1. PHOTOCELL FOR DAYLIGHT HARVESTING. ROUT LIGHT FIXTURES INSIDE THE DAYLIGHT ZONE THROUGH PHOTOCELL AS SHOWN. 2. RECESSED JUNCTION BOX FOR LIT MIRROR. LOCATE JUNCTION BOX BASED ON CONNECTION POINT IN MANUFACTURER'S INSTRUCTIONS GENERAL NOTES: A. COORDINATE ALL LIGHTING AND CONTROLS COMPONENTS WITH MECHANICAL DIFFUSERS. B. ALL EXIT SIGNS, EMERGENCY BATTERY PACKS, AND LUMINAIRES LABELLED WITH 'EM' TO HAVE THE EMERGENCY BATTERY CIRCUITING ON THE UNSWITCHED SIDE OF THE BRANCH CIRCUIT. C. ELECTRICAL CONTRACTOR TO PROVIDE UNISTRUT UNDER MECHANICAL EQUIPMENT AND DUCT WORK, AS A MOUNTING METHOD FOR LUMINAIRES. D. ALL EMERGENCY LIGHTING BATTERIES SHALL PROVIDE A MINIMUM OF 90 MINUTES ILLUMINATION PER NEC 700.12(A) AND IBC 1006. SEE electrical SPEC SECTION FOR ADDITIONAL REQUIREMENTS. E. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND DROPPED DECORATIVE CEILING ELEMENTS. F. COORDINATE ALL SWITCH, OUTLET, LIGHT AND OTHER DEVICE LOCATIONS WITH ARCHITECTURAL ELEMENTS (CABINETS, WINDOWS ETC.) PRIOR TO ROUGH-IN. REVIEW ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH- IN OF EACH AREA FOR ADDITIONAL INFORMATION. G. CONTRACTOR TO FURNISH OCCUPANCY SENSORS WITH COVERAGE PATTERNS APPROPRIATE FOR THEIR INSTALLED LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO BID. H. CONNECT OCCUPANCY SENSORS TO ENABLE ALL SWITCHES IN CONTROLLED SPACE. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:14 PM RE X B U R G C A L L C E N T E R LE V E L 1 L I G H T I N G P L A N E302 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E302 1 LEVEL 1 LIGHTING PLAN 0'4'8'24' SCALE: 3/16" = 1'-0" 16' N S EW num. description date 1 Revision 1 1-15-20 3 REVISION 2 2-21-20 F. E . C . F.E.C. RE F . O S 2 OS2 O S 1 O S 1 S S O S 4 A SOS4A SLVOS4A SO S 4 A S SOS4A SL V 1 J J J J J J J 1 2 3 A B C D E 1 ON 1 ROOM 203 OFFICE 204 CONFERENCE 205 ELECTRICAL / IT 206 STAIR S2 EX1 EX2 EX1 EX2 EX1 F1 F1 F1 F1 F1 F1 F1 F1 F1 EM EM 1 E402 F1 F1 F1 F2 MEN'S 212 F2 F2 F2 F2 WOMEN'S 213 F2 F2 F2 F2 F2 REFRESH 215 CONFERENCE 214 STORAGE 209 JANITOR 208 ELEV. E1 STAIR S1 OFFICE 216 OFFICE 217 OPEN AGENT OFFICE 211 AST MGR. 210 OPEN AGENT OFFICE 202 EM EM 2 E402 F1F1 F4 F4 F4 F4 F4 F4 F5 F5 F5 F6 F5 F2F2 EX1 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F1F1 F2 F2 F2 F2 F2 F2 F1 F1 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 F7 EM F2 F2 F2 F2 F2F2F2F2F2F2F2 EM EM F1 F1 F1F1 F1 F1 F1 F1 CONFERENCE 200 EX1 EM F3 F3 OS4 F3 F3 EM EM EM EM F1 F1 F1F1 F2 F2 F2 F2 F2 F2 F2 F2 OS4 a,bbb b b b b b b b b b b a a a a aa a a a,b b b b b b bb b a a a a EM EM M2-1 OS4 OS4 DAYLIGHT ZONE PC b DAYLIGHT ZONE b b PC cc PC bb b 1 M2-5 M2-4 a,b, a a b b b bb b M2-7 DOWN TO LEVEL 1 DOWN TO LEVEL 1 LCP2-1 LOBBY 201 HALL 218 2 2 2 2 2 2 EM EM F13 F10 F10 F10 F3F3F3 M2-2 F3F3 F3 F3 F3 F3F3F3F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F14 KEYED NOTES: 1. PHOTOCELL FOR DAYLIGHT HARVESTING. ROUT LIGHT FIXTURES INSIDE THE DAYLIGHT ZONE THROUGH PHOTOCELL AS SHOWN. 2. RECESSED JUNCTION BOX FOR LIT MIRROR. LOCATE JUNCTION BOX BASED ON CONNECTION POINT IN MANUFACTURER'S INSTRUCTIONS. 3. J-BOX FOR LV LED TAPE LIGHT. LIGHT TO BE MOUNTED TIGHT AGAINST THE WALL UNDER FLOATING SHELF. COORDINATE EXACT LOCATION WITH ARCH PRIOR TO ROUGH-IN.GENERAL NOTES: A. COORDINATE ALL LIGHTING AND CONTROLS COMPONENTS WITH MECHANICAL DIFFUSERS. B. ALL EXIT SIGNS, EMERGENCY BATTERY PACKS, AND LUMINAIRES LABELLED WITH 'EM' TO HAVE THE EMERGENCY BATTERY CIRCUITING ON THE UNSWITCHED SIDE OF THE BRANCH CIRCUIT. C. ELECTRICAL CONTRACTOR TO PROVIDE UNISTRUT UNDER MECHANICAL EQUIPMENT AND DUCT WORK, AS A MOUNTING METHOD FOR LUMINAIRES. D. ALL EMERGENCY LIGHTING BATTERIES SHALL PROVIDE A MINIMUM OF 90 MINUTES ILLUMINATION PER NEC 700.12(A) AND IBC 1006. SEE electrical SPEC SECTION FOR ADDITIONAL REQUIREMENTS. E. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND DROPPED DECORATIVE CEILING ELEMENTS. F. COORDINATE ALL SWITCH, OUTLET, LIGHT AND OTHER DEVICE LOCATIONS WITH ARCHITECTURAL ELEMENTS (CABINETS, WINDOWS ETC.) PRIOR TO ROUGH-IN. REVIEW ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH- IN OF EACH AREA FOR ADDITIONAL INFORMATION. G. CONTRACTOR TO FURNISH OCCUPANCY SENSORS WITH COVERAGE PATTERNS APPROPRIATE FOR THEIR INSTALLED LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO BID. H. CONNECT OCCUPANCY SENSORS TO ENABLE ALL SWITCHES IN CONTROLLED SPACE. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:17 PM RE X B U R G C A L L C E N T E R LE V E L 2 L I G H T I N G P L A N E303 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E303 1 LEVEL 2 LIGHTING PLAN 0'4'8'24' SCALE: 3/16" = 1'-0" 16' N S EW num. description date 1 Revision 1 1-15-20 3 REVISION 2 2-21-20 KEYED NOTES ( ):# "MSD" "MDP" #2/0 GND #2/0 GND 1 0 0 0 A / 3 P KWH 1000A/3P LSIG 22 5 A / 3 P 22 5 A / 3 P 22 5 A / 3 P "MB" 120/208V 3-PH, 4W 22 5 A 22,000 AIC 54 CKT "M1" 120/208V 3-PH, 4W 22 5 A 22,000 AIC 54 CKT "M2" 120/208V 3-PH, 4W 22 5 A 22,000 AIC 54 CKTONE LINE GENERAL NOTES: 1. CONTRACTOR TO PROVIDE ALL TRENCHING AND BACKFILL. POWER COMPANY TO PROVIDE AND INSTALL PRIMARY CABLE. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS. ALL SERVICE WORK SHALL CONFORM TO POWER COMPANY INSTALLATION STANDARDS. 2. ALL OVERCURRENT PROTECTION DEVICES WILL HAVE THE SAME FAULT CURRENT RATING AS THE RATING OF THE PANEL OR SWITCHGEAR THEY ARE LOCATED WITHIN. 1. GROUND SLEEVE PROVIDED AND INSTALLED BY POWER COMPANY. 2. EXISTING PRIMARY POWER FEED. 3. (1)-4" PRIMARY CONDUIT PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MINIMUM DEPTH 48". PRIMARY CONDUCTORS PROVIDED AND INSTALLED BY ROCKY MOUNTAIN POWER. 4. TRANSFORMER AND CONCRETE PAD AND VAULT. TRANSFORMER PROVIDED AND INSTALLED BY POWER COMPANY. CONCRETE PAD AND VAULT PROVIDED AND INSTALLED BY THE ELCTRICAL CONTRACTOR AS PER POWER COMPANY REQUIREMENTS AND SPECIFICATIONS. 5. PROVIDE EUSERC RATED ENCLOSURE PER POWER COMPANY REQUIREMENTS. 6. 3/0 AWG COPPER GROUND (SEE SERVICE GROUNDING DETAIL) PER NEC 250. 7. GROUND REQUIRED REGARDLESS OF CONDUIT TYPE. 8. TRANSFORMER SECONDARY CONDUCTORS. PROVIDE AND INSTALL CONDUIT AS SHOWN ON THE ROCKY MOUNTAIN POWER FEEDER SCHEDULE. ELECTRICAL CONTRACTOR SHALL INCLUDE FEEDER CONDUCTORS SHOWN ON THE ONE LINE DIAGRAM AS A SEPARATE LINE ITEM IN HIS BID PRICE. THIS PRICE SHALL BE FOR THE CONDUCTORS ONLY. THE CONDUIT PRICE SHOWN IN THE ROCKY MOUNTAIN POWER SCHEDULE SHALL BE INCLUDED IN THE GENERAL BID. ELECTRICAL CONTRACTOR SHALL CONTACT THE POWER COMPANY TO DETERMINE WHETHER THE POWER COMPANY OR THE ELECTRICAL CONTACTOR IS TO PROVIDE THE CONDUCTORS TO THE PROJECT. IN THE EVENT THAT THE POWER COMPANY SHALL BE PROVIDE AND INSTALL CONDUCTORS THE ELECTRICAL CONTRACTOR SHALL CREDIT BACK TO THE OWNER THE PRICE OF THE CONDUCTORS. 9. PROVIDE A BUSSMAN POWER MODULE CONTROL PANEL, OR EQUAL FOR THE ELEVATOR WITH AN INTERLOCK SHUNT TRIP. CONFIRM IF SHUNT TRIP PROTECTION IS PROVIDED WITH ELEVATOR BY THE VENDOR PRIOR TO ORDERING. 7 8 40 0 A / 3 P "MM" 120/208V 3-PH, 4W 40 0 A 22,000 AIC 42 CKT 22 5 A / 3 P "M1A" 120/208V 3-PH, 4W 22 5 A 22,000 AIC 54 CKT 17 5 A / 3 P SH U N T T R I P ELEVATOR 4A 3 4A 3 9 #2/0CU. GND. 1000A 22 5 A / 3 P SP A R E 40 HP 208Y/120 VOLTS 3-PH, 4 WIRE 225K AIC 208Y/120 VOLTS 3-PH, 4 WIRE 22K AIC 100A BUS NEUTRAL/GND BONDING POINT (4) 3" CONDUITS 35 4 4 SETS 30 4 30 4 30 4 35 4 3 SETS 25 430 4 2 SETS TRANSFORMER BY POWER COMPANY 1000A INCOMING SECTION EQUIPMENT BY POWER COMPANY MAIN LEVEL CONDUITS AND CONDUCTORS BY POWER COMPANY F1-1 1000A SECTION SPD F2-1 F3-1 F4-1 F5-1 F5-1F4-1 1 3 2 2 4 5 6 5 6 CALCULATIONS: SHORT CIRCUIT CURRENT (Isc) EQUIPMENT TIERS 3 UTILITY XFMR: 1 kVA = 250 %IZ= 2 PH = 3 SEC. VL-L = 208 SEC. VL-N = 120 TIER 1 - EQPT TOTAL 1 TIER 2 - EQPT TOTAL 1 TIER 3 - EQPT TOTAL 5 TIER 1 SYSTEM FEEDER CONDUCTORS TRANSFORMER Isc at FAULT FAULT NO. EQPT NAME SOURCE EQPT SOURCE AVAIL. Isc (A) VOLTS (V) L-L VOLTS (V) L-N 1-PH or 3-PH SIZE (AWG) NO. PER PHASE LENGTH (FT) CU or AL SINGLE, CABLE, BUSWAY CONDUIT TYPE "C" VALUE CONSTANT 1-PH or 3-PH kVA PRI. (V) L-L SEC. (V) L-L %I Z PRI. F.L.A SEC. F.L.A XFMR PRI. (A) L-L XFMR SEC. (A) L-L L-N Bolted Fault Sym. RMS (A) L-L Bolted Fault Sym. RMS (A) F1-1 MSD UTILITY 34697 208 120 3 350 KCM 4 150 AL SINGLE NONMAG. 16813 21100 TIER 2 SYSTEM FEEDER CONDUCTORS TRANSFORMER Isc at FAULT FAULT NO. EQPT NAME SOURCE EQPT SOURCE AVAIL. Isc (A) VOLTS (V) L-L VOLTS (V) L-N 1-PH or 3-PH SIZE (AWG) NO. PER PHASE LENGTH (FT) CU or AL SINGLE, CABLE, BUSWAY CONDUIT TYPE "C" VALUE CONSTANT 1-PH or 3-PH kVA PRI. (V) L-L SEC. (V) L-L %I Z PRI. F.L.A SEC. F.L.A XFMR PRI. (A) L-L XFMR SEC. (A) L-L L-N Bolted Fault Sym. RMS AMPS L-L Bolted Fault Sym. RMS AMPS F2-1 MDP MSD 21100 208 120 3 350 KCM 4 10 AL SINGLE NONMAG. 16813 20562 TIER 3 SYSTEM FEEDER CONDUCTORS TRANSFORMER Isc at FAULT FAULT NO. EQPT NAME SOURCE EQPT SOURCE AVAIL. Isc (A) VOLTS (V) L-L VOLTS (V) L-N 1-PH or 3-PH SIZE (AWG) NO. PER PHASE LENGTH (FT) CU or AL SINGLE, CABLE, BUSWAY CONDUIT TYPE "C" VALUE CONSTANT 1-PH or 3-PH kVA PRI. (V) L-L SEC. (V) L-L %I Z PRI. F.L.A SEC. F.L.A XFMR PRI. (A) L-L XFMR SEC. (A) L-L L-N Bolted Fault Sym. RMS AMPS L-L Bolted Fault Sym. RMS AMPS F3-1 MB MDP 20562 208 120 3 350 KCM 1 15 AL SINGLE STEEL 15484 17637 F3-2 M1 MDP 20562 208 120 3 350 KCM 1 10 AL SINGLE STEEL 15484 18515 F3-3 M1A MDP 20562 208 120 3 350 KCM 1 10 AL SINGLE STEEL 15484 18515 F3-4 M2 MDP 20562 208 120 3 350 KCM 1 15 AL SINGLE STEEL 15484 17637 F3-5 MM MDP 20562 208 120 3 250 KCM 2 15 AL SINGLE STEEL 12122 18593 NOTES: 1. ALL FAULTS ARE IN THE NORMAL COMMERCIAL POWER CONFIGURATION. 2. CABLE LENGTHS ARE ESTIMATES ONLY. FIELD INSTALLATION MAY INCREASE OR DECREASE CABLE LENGTHS. SYMBOL CONDUIT WIRE SIZE & TYPE GROUND AMPS REMARKS SIZE QTY 12 2 #12 THHN CU #12 THHN CU 203 4 10 2 #10 THHN CU #10 THHN CU 303 4 8 2 #8 THHN CU #10 THHN CU 403 4 6 2 #6 THHN CU #10 THHN CU 553 4 4 2 #4 THHN CU #8 THHN CU 703 1 4 3 2 1 #3 THHN CU #8 THHN CU 853 1 4 2 2 #2 XHHW AL #6 XHHW AL 753 4 1 2 #1 XHHW AL #6 XHHW AL 853 4 1A 2 #1/0 XHHW AL #4 XHHW AL 1003 4 2A 2 #2/0 XHHW AL #4 XHHW AL 1353 4 2" 3A 2 #3/0 XHHW AL #4 XHHW AL 1553 2" 4 2" 4A 2 2" #4/0 XHHW AL 1803 2" 4 25 2 2"#250 KCMIL XHHW AL 2053 2" 4 30 2 2"#300 KCMIL XHHW AL #2 XHHW AL 2303 3" 4 3" 35 2 2"#350 KCMIL XHHW AL #2 XHHW AL 2503 3" 4 3" 40 2 #400 KCMIL XHHW AL #2 XHHW AL 2703 3" 4 3" 50 2 3"#500 KCMIL XHHW AL #1 XHHW AL 3103 4" 4 4" 60 2 3"#600 KCMIL XHHW AL #1 XHHW AL 3403 4" 4 4" EXAMPLE:GENERAL NOTES: = (4)-#3 AWG THHN/THWN CU + (1)-#6 THHN/THWN CU GND, 1-1/4" CONDUIT = (4)-#500KCMIL XHHW AL + (1)-#4/0 XHHW AL GND, 4"CONDUIT 2 SETS, PARALLEL FEEDERS #2 XHHW AL #4 XHHW AL 75 2 3 4 #750 KCMIL XHHW AL #1 XHHW AL 385 3" 4" 5" SEE NOTES CONDUIT & WIRE SCHEDULE 50 4 2 SETS #4/0 GND 3 4 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 3 /4" 11/4" 11/4" 11/4" 11/4" 11/4" 11/2" 11/2" 11/2" 11/2" 11/2" 11/2" 11/2" 11/2" 11/2" 21/2" 21/2" 21/2" A. PARALLEL RUNS REQUIRE A LARGER GROUND WIRE PER CONDUIT - SEE NEC ART. 250 B. WHERE THHN CONDUCTORS SHALL BE RUN UNDERGROUND, PROVIDE THHW INSULATION IN LIEW OF THHN INSULATION ON ALL UNDERGROUND CONDUCTORS. C. ALL ALUMINUM CONDUCTORS SHALL BE ALCON STABILOY ALUMINUM, NO EXCEPTIONS. TERMINATIONS SHALL BE AS PER THE NEC. SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:18 PM RE X B U R G C A L L C E N T E R ON E - L I N E D I A G R A M E401 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E401 1 ALUMINUM WIRE SCHEDULE E401 2 ONE-LINE num. description date 3 REVISION 2 2-21-20 (2) CAT 6 (2) CAT 6 (2) CAT 6 BASEMENT KEYED NOTES 1 2 3 CABLE TV TELEPHONE MIN . 24 " LEVEL 1 TY P . 8'- 0 " #6CU-1/2"C.6" 4 PLEX OUTLET 6' LOOP MAIN ELEC ROOM CEILING ATC PANEL BY DIV. 23 2 3 1 3_ 4"C TO CEILING SPACE WITH (2) CAT6 TY P . 8'- 0 " #6CU-1/2"C.6" 4 PLEX OUTLET 6' LOOP LEVEL 2 ELEC ROOM CEILING2 3 3_ 4"C TO CEILING SPACE WITH (2) CAT6 LEVEL 2 TY P . 8'- 0 " #6CU-1/2"C.6" 4 PLEX OUTLET 6' LOOP TELEPHONE TERMINAL BOARDS. 3/4" THICK, A.C. PLYWOOD PAINTED W/3 COATS FIRE RETARDANT PAINT. CEILING2 3 3_ 4"C TO CEILING SPACE WITH (2) CAT6 ROOF J J-BOX ABOVE ROOF FOR FUTURE SATELLITE DISH. VERIFY LOCATION. WP (1) 2"C. FIRESEAL FIRESEAL 120V 120V 120V TELEPHONE TERMINAL BOARDS. 3/4" THICK, A.C. PLYWOOD PAINTED W/3 COATS FIRE RETARDANT PAINT. TELEPHONE TERMINAL BOARDS. 3/4" THICK, A.C. PLYWOOD PAINTED W/3 COATS FIRE RETARDANT PAINT. (4)4" CONDUIT SLEEVES BETWEEN FLOORS STUB (6) 2" CONDUIT TO ACCESSIBLE CEILING SPACE FOR CAT 6 CABLES. STUB (6) 2" CONDUIT TO ACCESSIBLE CEILING SPACE FOR CAT 6 CABLES. STUB (6) 2" CONDUIT TO ACCESSIBLE CEILING SPACE FOR CAT 6 CABLES. LEVEL 5 ELEC ROOM ATC PANEL BY DIV. 23 ATC PANEL BY DIV. 23 (4)4" CONDUIT SLEEVES BETWEEN FLOORS FIRESEAL (2) 4" & (2) 2" SCH 40 PVC W/RGS SWEEP BENDS & RISES ABOVE GRADE TO POINT OF UTILITY CO. CONNECTION. INSTALL PULLWIRE IN EACH. CONTRACTOR TO INSTALL A PULL WIRE IN ALL EMPTY CONDUITS, #200 NYLON MINIMUM. CONTRACTOR TO RUN PLENUM RATED VOICE/DATA CABLE FREE AIR ABOVE ACCESSIBLE CEILINGS AND IN CABLE TRAY. IN HARD LID AREAS VOICE DATA CABLE SHALL BE RUN IN CONDUIT FROM OUTLET LOCATION TO TERMINAL BOARD. REFER TO FLOOR PLAN DRAWING FOR POWER CIRCUITS FOR QUAD RECEPTACLES. ALL PATCH CABLES, TELEPHONE SWITCH, DATA SERVER AND ROUTING HUBS SHALL BE FURNISHED AND INSTALLED BY OWNER. ALL CROSS CONNECTS SHALL BE FURNISHED AND INSTALLED BY OWNER. LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 DECK BEARING 128' -0" 3 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " F5 F5 F5 F5 8' - 6 " LEVEL 4 128' -0" F5 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 11 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 8' - 6 " 8' - 6 " F5 F5 F5 F5 8' - 6 " 18 ' - 6 " 18 ' - 6 " F5 BASEMENT 86' -0" BASEMENT 86' -0" A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 NO T F O R C O N S T R U C T I O N sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:19 PM RE X B U R G C A L L C E N T E R EL E V A T I O N S / R I S E R D I A G R A M E402 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E402 1 EAST STAIRWELL E402 2 WEST STAIRWELL E402 3 TELE/DATA RISER E402 4 PREP AREA SECTION num. description date 0'4'8'24' SCALE: 1/4" = 1'-0" 16' A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:19 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L S C H E D U L E S E501 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N Notes: Lighting - Dwelling Unit 972 VA 100.00% 972 VA Total Est. Demand Current:97 A Receptacle 25420 VA 69.67% 17710 VA Total Conn. Current:116 A Power 11928 VA 100.00% 11928 VA Total Est. Demand:34811 VA Other 160 VA 100.00% 160 VA Total Conn. Load:41920 VA Lighting 2412 VA 125.00% 3015 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals 1. ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. INSULATION ON ALL UNDERGROUND CONDUCTORS SHALL BE THHW. 1. LOCK - ON BREAKER. 2. RECEPTACLE LOAD CALCULATED AS PER SECTION 220 OF THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ARC FAULT (AFCI) BREAKER GENERAL NOTES:KEYED NOTES: Total Amps:97 A 121 A 138 A Total Load:11680 VA 14108 VA 16135 VA 53 20 A 1 REC - REFRIGERATOR 5 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 0 VA -- -- -- SPARE 1 20 A 54 51 20 A 1 REC - DISHWASHER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 0 VA -- -- -- SPARE 1 20 A 52 49 20 A 1 ELEVATOR CAB LIGHTING 1-#12, 1-#12,... Power 0 W 0 VA 0 VA -- -- -- SPARE 1 20 A 50 47 20 A 1 REC - ICE MAKER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 0 VA -- -- -- SPARE 1 20 A 48 45 20 A 1 REC - T.M.B. 1-#12, 1-#12,... Receptacle 180 W 180 VA 0 VA -- -- -- SPARE 1 20 A 46 43 20 A 1 ATC PANEL 1-#12, 1-#12,... Receptacle 180 W 180 VA 180 VA 180 W Receptacle 1-#12, 1-#12,... ATC PANEL 1 20 A 44 41 -- -- -- -- -- --840 VA 840 VA -- -- -- -- -- -- 42 39 20 A 2 AC UNITS 2-#12, 1-#12,... Power 1680 W 840 VA 840 VA 1680 W Power 2-#12, 1-#12,... AC UNITS 2 20 A 40 37 -- -- -- -- -- -- 24 VA 2280 VA -- -- -- -- -- -- 38 35 20 A 2 HRU 2-#12, 1-#12,... Power 48 W 24 VA 2280 VA -- -- -- -- -- -- 36 33 -- -- -- -- -- -- 840 VA 2280 VA 6840 W Power 3-#10, 1-#10,... SE-1 3 30 A 34 31 20 A 2 BASEMENT AC-UNITS 2-#12, 1-#12,... Power 1680 W 840 VA 1000 VA 1000 W Other;... 1-#12, 1-#12,... MECHANICAL 120V XFMR 1 20 A 32 29 20 A 1 LTG - R.R.PHONE/MOTHERS/STOR. 1-#12, 1-#12,... Other;... 935 W 976 VA 1361 VA 1350 W Other;... 1-#12, 1-#12,... LTG - GAME... 1 20 A 30 27 20 A 1 LTG - ELEV. LOBBY/HALL 1-#12, 1-#12,... Lighting;... 448 W 448 VA 0 VA 0 W Lighting 1-#12, 1-#12,... LCPB 1 20 A 28 25 20 A 1 REC - FLOOR BOX TRAINING 016 1-#12, 1-#12,...Receptacle 540 W 540 VA 843 VA 835 W Lighting;... 1-#12, 1-#12,... LTG - TRAINING ROOM M15/016 1 20 A 26 23 20 A 1 REC - BREAK 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 540 VA 540 W Receptacle 1-#12, 1-#12,... REC - TRAINING 015 FLOOR BOXES 1 20 A 24 21 20 A 1 REC - REFRIGERATOR 4 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 900 VA 900 W Receptacle 1-#12, 1-#12,... REC - BREAK/HALL 1 20 A 22 19 20 A 1 REC - REFRIGERATOR 2 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - REFRIGERATOR 3 1 20 A 20 17 20 A 1 REC - MICROWAVE 6 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - REFRIGERATOR 1 1 20 A 18 15 20 A 1 MICROWAVE 4 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - MICROWAVE 5 1 20 A 16 13 20 A 1 REC - MICROWAVE 2 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... MICROWAVE 3 1 20 A 14 11 20 A 1 REC - LOUNGE/JAN./ELEC. 1-#12, 1-#12,... Receptacle 1800 W 1800 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... MICROWAVE 1 1 20 A 12 9 20 A 1 REC - STORAGE/HALL/MOTHERS 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 720 VA 720 W Receptacle 1-#12, 1-#12,... REC - PHONE/MOTHERS 1 20 A 10 7 20 A 1 REC - TRAINING 015 FLOOR BOXES 1-#12, 1-#12,... Receptacle 540 W 540 VA 900 VA 900 W Receptacle 1-#12, 1-#12,... REC - RESTROOMS/HALL 1 20 A 8 5 20 A 1 REC - TRAINING 016 FLOOR BOXES 1-#12, 1-#12,... Receptacle 540 W 540 VA 900 VA 900 W Receptacle 1-#12, 1-#12,... REC - TRAINING 015 WALLS 1 20 A 6 3 20 A 1 REC - FOYER/GAMER ROOM 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 900 VA 900 W Receptacle 1-#12, 1-#12,... REC - TRAINING 016 WALLS 1 20 A 4 1 20 A 1 ELEVATOR PIT POWER/LIGHTING 1-#12, 1-#12,... Receptacle 180 W 180 VA 180 VA 180 W Receptacle 1-#12, 1-#12,... REC - E.D.F. 1 20 A 2 CKT Rating Poles Circuit Description Wire Size Load... True... A B C True... Load... Wire Size Circuit Description Poles Rating CKT REMARKS MCB RATING: ENCLOSURE:Type 1 WIRES:4 MAINS RATING:225 A MOUNTING:surface PHASE:3 MAINS TYPE:MLO SUPPLY FROM:MDP VOLTS:120/208 Wye A.I.C. RATING:22,000 MB Notes: Lighting - Dwelling Unit 2674 VA 100.00% 2674 VA Receptacle 58100 VA 58.61% 34050 VA Total Est. Demand Current:680 A Power 148473 VA 100.00% 148473 VA Total Conn. Current:740 A Other 1827 VA 100.00% 1827 VA Total Est. Demand:244832 VA Motor 0 VA 0.00% 0 VA Total Conn. Load:266488 VA Lighting 9587 VA 125.00% 11983 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:740 A Total Conn. Load:266488 VA 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 ELEVATOR 3 110 A 110 A 28152 VA 5 MM 3 400 A 400 A 90984 VA 4 M2 3 225 A 225 A 31437 VA 3 M1A 3 225 A 225 A 46203 VA 2 M1 3 225 A 225 A 31877 VA 1 MB 3 225 A 225 A 41920 VA CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes: Enclosure:MCB Rating:1000 A Mounting:surface Wires:4 Mains Rating:1000 A Supply From:Phases:3 Mains Type:MCB Location:Space 16 Volts:120/208 Wye A.I.C. Rating:22,000 Switchboard: MDP num. description date 1 Revision 1 1-15-20 A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:20 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L S C H E D U L E S E502 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N Notes: Total Est. Demand Current:82 A Lighting - Dwelling Unit 187 VA 100.00% 187 VA Total Conn. Current:88 A Receptacle 14840 VA 83.69% 12420 VA Total Est. Demand:29652 VA Other 477 VA 100.00% 477 VA Total Conn. Load:31877 VA Lighting 780 VA 125.00% 975 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals 1. ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. INSULATION ON ALL UNDERGROUND CONDUCTORS SHALL BE THHW. 1. LOCK - ON BREAKER. 2. RECEPTACLE LOAD CALCULATED AS PER SECTION 220 OF THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ARC FAULT (AFCI) BREAKER GENERAL NOTES:KEYED NOTES: Total Amps:102 A 89 A 78 A Total Load:12085 VA 10485 VA 9307 VA 53 20 A 1 SPARE -- -- --0 VA 0 VA -- -- -- SPARE 1 20 A 54 51 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 52 49 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 50 47 20 A 1 SPARE -- -- --0 VA 500 VA 500 W Equipment 1-#12, 1-#12,... Equipment 1 20 A 48 45 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 46 43 20 A 1 SPARE -- -- -- 0 VA 85 VA 85 W Other 1-#12, 1-#12,... LTG - SIDEWALK BOLLARDS 1 20 A 44 41 -- -- -- -- -- --301 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 4 1 20 A 42 39 20 A 2 REVOLVING DOOR 2-#12, 1-#12,... Equipment 602 W 301 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 4 1 20 A 40 37 20 A 1 SECURITY TURNSTILES 1-#12, 1-#12,... Equipment 500 W 500 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 4 1 20 A 38 35 20 A 1 LCP1 1-#12, 1-#12,... Lighting 0 W 0 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 3 1 20 A 36 33 20 A 1 LTG - CONF./OFFICES 1-#12, 1-#12,... Lighting;... 958 W 959 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 3 1 20 A 34 31 20 A 1 SYSTEMS FURNITURE 6 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 3 1 20 A 32 29 20 A 1 SYSTEMS FURNITURE 6 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 2 1 20 A 30 27 20 A 1 SYSTEMS FURNITURE 6 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 2 1 20 A 28 25 20 A 1 SYSTEMS FURNITURE 5 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 2 1 20 A 26 23 20 A 1 SYSTEMS FURNITURE 5 1-#12, 1-#12,... Equipment 750 W 750 VA 500 VA 500 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 1 1 20 A 24 21 20 A 1 SYSTEMS FURNITURE 5 1-#12, 1-#12,... Equipment 750 W 750 VA 500 VA 500 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 1 1 20 A 22 19 20 A 1 REC - AST. MGR. EAST WALL 1-#12, 1-#12,... Receptacle 540 W 540 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 1 1 20 A 20 17 20 A 1 LTG - SITE EAST FIXTURES 1-#12, 1-#12,... Other 196 W 196 VA 1000 VA 1000 W Equipment 1-#12, 1-#12,... MONUMENT SIGN 1 20 A 18 15 20 A 1 REC - HALL/JAN./FIRE RISER./BACK... 1-#12, 1-#12,... Receptacle 900 W 900 VA 196 VA 196 W Other 1-#12, 1-#12,... LTG - SITE WEST FIXTURES 1 20 A 16 13 20 A 1 REC - COPIER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - FAX/PRINTER 1 20 A 14 11 20 A 1 REC - T.M.B. 1-#12, 1-#12,... Receptacle 360 W 360 VA 540 VA 540 W Receptacle 1-#12, 1-#12,... REC - ELECTRICAL RM MISC. 1 20 A 12 9 20 A 1 REC - OFFICES 104/105 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 1260 VA 1260 W Receptacle 1-#12, 1-#12,... REC - CONFERENCE 106 1 20 A 10 7 20 A 1 REC - ENTRY/HALL/BLDF FRONTR.R. 1-#10, 1-#10,... Receptacle 1800 W 1800 VA 500 VA 500 W Receptacle 1-#12, 1-#12,... REC - E.D.F. 1 20 A 8 5 20 A 1 REC - CONF. 115 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 1080 VA 1080 W Receptacle 1-#12, 1-#12,... REC - CONF. 115 1 20 A 6 3 20 A 1 REC - COPY AREA 1-#12, 1-#12,... Receptacle 540 W 540 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - COPIER 1 20 A 4 1 20 A 1 REC - OFFICES 119/120 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 1080 VA 1080 W Receptacle 1-#12, 1-#12,... REC - OFFICES 116-118 1 20 A 2 CKT Rating Poles Circuit Description Wire Size Load... True... A B C True... Load... Wire Size Circuit Description Poles Rating CKT REMARKS MCB RATING: ENCLOSURE:Type 1 WIRES:4 MAINS RATING:225 A MOUNTING:SURFACE PHASE:3 MAINS TYPE:MLO SUPPLY FROM:MDP VOLTS:120/208 Wye A.I.C. RATING:22,000 M1 Notes: Total Est. Demand Current:130 A Lighting - Dwelling Unit 598 VA 100.00% 598 VA Total Conn. Current:128 A Power 14721 VA 100.00% 14721 VA Total Est. Demand:46878 VA Other 463 VA 100.00% 463 VA Total Conn. Load:46203 VA Lighting 2708 VA 125.00% 3385 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals 1. ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. INSULATION ON ALL UNDERGROUND CONDUCTORS SHALL BE THHW. 1. LOCK - ON BREAKER. 2. RECEPTACLE LOAD CALCULATED AS PER SECTION 220 OF THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ARC FAULT (AFCI) BREAKER GENERAL NOTES:KEYED NOTES: Total Amps:125 A 140 A 121 A Total Load:14898 VA 16740 VA 14566 VA 53 20 A 1 MECHANICAL 120V XFMR 1-#12, 1-#12,... Other;... 1000 W 1000 VA 280 VA -- -- -- -- -- -- 54 51 20 A 1 AUTOMATIC DOOR CPOWER 1-#12, 1-#12,... Equipment 500 W 500 VA 280 VA 560 W Power 2-#12, 1-#12,... AC UNITS 2 20 A 52 49 -- -- -- -- -- -- 292 VA 1120 VA -- -- -- -- -- -- 50 47 20 A 2 HRU-1.1 2-#12, 1-#12,... Power 584 W 292 VA 1120 VA 2240 W Power 2-#12, 1-#12,... AC-UNITS 2 20 A 48 45 -- -- -- -- -- -- 1667 VA 2112 VA -- -- -- -- -- -- 46 43 -- -- -- -- -- -- 1667 VA 2112 VA -- -- -- -- -- -- 44 41 30 A 3 ELECTRIC UNIT HEATER EUH-1 3-#10, 1-#10,... Power 5001 W 1667 VA 2112 VA 6336 W Power 3-#10, 1-#10,... CUH-1.1 3 30 A 42 39 20 A 1 SYSTEMS FURNITURE 12 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 18 1 20 A 40 37 20 A 1 SYSTEMS FURNITURE 12 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 18 1 20 A 38 35 20 A 1 SYSTEMS FURNITURE 12 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 16 1 20 A 36 33 20 A 1 SYSTEMS FURNITURE 11 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 17 1 20 A 34 31 20 A 1 SYSTEMS FURNITURE 11 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 17 1 20 A 32 29 20 A 1 SYSTEMS FURNITURE 11 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 16 1 20 A 30 27 20 A 1 SYSTEMS FURNITURE 10 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 16 1 20 A 28 25 20 A 1 SYSTEMS FURNITURE 10 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 16 1 20 A 26 23 20 A 1 SYSTEMS FURNITURE 10 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 15 1 20 A 24 21 20 A 1 SYSTEMS FURNITURE 9 1-#12, 1-#12,... Equipment 1500 W 1500 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 15 1 20 A 22 19 20 A 1 SYSTEMS FURNITURE 9 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 15 1 20 A 20 17 20 A 1 SYSTEMS FURNITURE 8 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 14 1 20 A 18 15 20 A 1 SYSTEMS FURNITURE 8 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 14 1 20 A 16 13 20 A 1 SYSTEMS FURNITURE 8 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 14 1 20 A 14 11 20 A 1 SYSTEMS FURNITURE 7 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 13 1 20 A 12 9 20 A 1 SYSTEMS FURNITURE 7 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 13 1 20 A 10 7 20 A 1 SYSTEMS FURNITURE 7 1-#12, 1-#12,... Equipment 750 W 750 VA 750 VA 750 W Equipment 1-#12, 1-#12,... SYSTEMS FURNITURE 13 1 20 A 8 5 20 A 1 LTG - OFFICES/CONF./ELEC./JAN. 1-#12, 1-#12,... Lighting;... 407 W 484 VA 186 VA 186 W Other;... 1-#12, 1-#12,... LTG - EAST STAIR WELL 1 20 A 6 3 20 A 1 LTG - OPEN AGENT OFFICE/AST. MGR. 1-#12, 1-#12,... Lighting;... 911 W 911 VA 1524 VA 1519 W Other;... 1-#12, 1-#12,... LTG - OPEN AGENT OFFICE 114 1 20 A 4 1 20 A 1 SPARE -- -- -- 0 VA 707 VA 707 W Other;... 1-#12, 1-#12,... LTG - ELEVATOR LOBY 1 20 A 2 CKT Rating Poles Circuit Description Wire Size Load... True... A B C True... Load... Wire Size Circuit Description Poles Rating CKT REMARKS MCB RATING: ENCLOSURE:Type 1 WIRES:4 MAINS RATING:225 A MOUNTING:surface PHASE:3 MAINS TYPE:MLO SUPPLY FROM:MDP VOLTS:120/208 Wye A.I.C. RATING:22,000 M1A num. description date 1 Revision 1 1-15-20 A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:21 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L S C H E D U L E S E503 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N Notes: Lighting - Dwelling Unit 916 VA 100.00% 916 VA Receptacle 17840 VA 78.03% 13920 VA Total Est. Demand Current:79 A Power 6768 VA 100.00% 6768 VA Total Conn. Current:87 A Other 727 VA 100.00% 727 VA Total Est. Demand:28441 VA Motor 0 VA 0.00% 0 VA Total Conn. Load:31437 VA Lighting 3694 VA 125.00% 4618 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals 1. ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. INSULATION ON ALL UNDERGROUND CONDUCTORS SHALL BE THHW. 1. LOCK - ON BREAKER. 2. RECEPTACLE LOAD CALCULATED AS PER SECTION 220 OF THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ARC FAULT (AFCI) BREAKER GENERAL NOTES:KEYED NOTES: Total Amps:81 A 87 A 96 A Total Load:9726 VA 10306 VA 11406 VA 53 20 A 1 SPARE -- -- --0 VA 0 VA -- -- -- SPARE 1 20 A 54 51 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 52 49 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 50 47 20 A 1 REC - COPIER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 0 VA -- -- -- SPARE 1 20 A 48 45 20 A 1 REC - DISHWASHER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 0 VA -- -- -- SPARE 1 20 A 46 43 20 A 1 REC - T.M.B. 1-#12, 1-#12,... Receptacle 180 W 180 VA 0 VA -- -- -- SPARE 1 20 A 44 41 -- -- -- -- -- --1120 VA 180 VA 180 W Receptacle 1-#12, 1-#12,... ATC PANEL 1 20 A 42 39 20 A 2 AC UNITS 2-#12, 1-#12,... Power 2240 W 1120 VA 840 VA -- -- -- -- -- -- 40 37 20 A 1 REC SYSTEMS FURNITURE 20 1-#12, 1-#12,... Receptacle 540 W 540 VA 840 VA 1680 W Power 2-#12, 1-#12,... AC-UNITS 2 20 A 38 35 20 A 1 REC - 1-#12, 1-#12,... Other;... 1080 W 1080 VA 1000 VA 1000 W Other;... 1-#12, 1-#12,... MECHANICAL 120V XFMR 1 20 A 36 33 -- -- -- -- -- -- 1400 VA 24 VA -- -- -- -- -- -- 34 31 20 A 2 LEVEL 2 AC-UNITS 2-#12, 1-#12,... Power 2800 W 1400 VA 24 VA 48 W Power 2-#12, 1-#12,... LEVEL 2 HRU'S 2 20 A 32 29 20 A 1 REC - GAS FIRED WATER HEATER 1-#12, 1-#12,...Equipment 500 W 500 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - SERVER 1 20 A 30 27 20 A 1 P-1 1-#12, 1-#12,... Motor 0 W 0 VA 900 VA 900 W Receptacle 1-#12, 1-#12,... REC - ELEC/JAN/STOR.HALL 1 20 A 28 25 20 A 1 REC - SERVER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 1000 VA 1000 W Receptacle 1-#12, 1-#12,... REC - COPIER 1 20 A 26 23 20 A 1 REC - SERVER 1-#12, 1-#12,... Receptacle 1000 W 1000 VA 540 VA 540 W Receptacle 1-#12, 1-#12,... REC - CONF. 205 1 20 A 24 21 20 A 1 REC - COPY MISC 1-#12, 1-#12,... Receptacle 500 W 500 VA 180 VA 180 W Receptacle 1-#12, 1-#12,... REC - E.D.F. 1 20 A 22 19 20 A 1 REC - CONF 205 1-#12, 1-#12,... Other;... 720 W 720 VA 720 VA 720 W Receptacle 1-#12, 1-#12,... REC - OFFICES 216-217 1 20 A 20 17 20 A 1 REC - OFFICE 203/204 1-#12, 1-#12,... Receptacle 1080 W 1080 VA 360 VA 360 W Receptacle 1-#12, 1-#12,... REC - REFRESH MISC. 1 20 A 18 15 20 A 1 REC - RESTROOMS/HALL 1-#12, 1-#12,... Receptacle 1260 W 1260 VA 540 VA 540 W Receptacle 1-#12, 1-#12,... REC - CONF. 214 FLOOR BOX 1 20 A 16 13 20 A 1 REC - REFRESH/HALL GENERAL 1-#12, 1-#12,... Receptacle 720 W 720 VA 720 VA 720 W Receptacle 1-#12, 1-#12,... REC - CONF 214 WEST/NORTHWALL 1 20 A 14 11 20 A 1 REC - REFRESH MISC. 1-#12, 1-#12,... Receptacle 360 W 360 VA 0 VA 0 W Lighting 1-#12, 1-#12,... LCP2 1 20 A 12 9 20 A 1 REC - NORTH/EAST WALL 1-#12, 1-#12,... Receptacle 720 W 720 VA 720 VA 720 W Receptacle 1-#12, 1-#12,... REC - ROOF MAINTENANCE 1 20 A 10 7 20 A 1 LTG/PWR ELEVATOR SHAFT 1-#12, 1-#12,... Other;... 276 W 276 VA 175 VA 175 W Other;... 1-#12, 1-#12,... LTG - WEST STAIRS 1 20 A 8 5 20 A 1 LTG - OPEN OFFICE SOUTH. 1-#12, 1-#12,... Other;... 1537 W 1542 VA 649 VA 648 W Lighting;... 1-#12, 1-#12,... LG - OFFICES/CONF./ELEC./JAN. 1 20 A 6 3 1103 VA 1102 W Lighting;... 1-#12, 1-#12,... Lighting 1 20 A 4 1 20 A 1 LTG - OFFICES/CONF. 1-#12, 1-#12,... Lighting;... 693 W 697 VA 722 VA 716 W Equipment;... 1-#12, 1-#12,... LTG - LOBBY/REFRESH 1 20 A 2 CKT Rating Poles Circuit Description Wire Size Load... True... A B C True... Load... Wire Size Circuit Description Poles Rating CKT REMARKS MCB RATING: ENCLOSURE:Type 1 WIRES:4 MAINS RATING:225 A MOUNTING:surface PHASE:3 MAINS TYPE:MLO SUPPLY FROM:MDP VOLTS:120/208 Wye A.I.C. RATING:22,000 M2 Notes: Total Est. Demand Current:241 A Total Conn. Current:241 A Total Est. Demand:86904 VA Total Conn. Load:86904 VA Power 86904 VA 100.00% 86904 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals 1. ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. INSULATION ON ALL UNDERGROUND CONDUCTORS SHALL BE THHW. 1. LOCK - ON BREAKER. 2. RECEPTACLE LOAD CALCULATED AS PER SECTION 220 OF THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ARC FAULT (AFCI) BREAKER GENERAL NOTES:KEYED NOTES: Total Amps:265 A 248 A 246 A Total Load:31770 VA 29730 VA 29484 VA 41 20 A 1 SPARE -- -- --0 VA 0 VA -- -- -- SPARE 1 20 A 42 39 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 40 37 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 38 35 20 A 1 SPARE -- -- --0 VA 0 VA -- -- -- SPARE 1 20 A 36 33 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 34 31 20 A 1 SPARE -- -- -- 0 VA 0 VA -- -- -- SPARE 1 20 A 32 29 20 A 1 SPARE -- -- --0 VA 0 VA -- -- -- SPARE 1 20 A 30 27 -- -- -- -- -- -- 1926 VA 0 VA -- -- -- -- -- -- 28 25 20 A 2 MSU-2.1 2-#12, 1-#12,... Power 3852 W 1926 VA 2040 VA -- -- -- -- -- -- 26 23 -- -- -- -- -- --3276 VA 2040 VA 4080 W Other 3-#12, 1-#12,... BP-1 3 20 A 24 21 -- -- -- -- -- -- 3276 VA 360 VA -- -- -- -- -- -- 22 19 45 A 3 DOAS 3-#6, 1-#6,... Power 9828 W 3276 VA 360 VA 720 W Power 2-#12, 1-#12,... LEVEL 1 AC UNITS 2 20 A 20 17 -- -- -- -- -- --5556 VA 18 15 -- -- -- -- -- -- 5556 VA 16 13 80 A 3 RCU-2.1 3-#4, 1-#4, 1-#8 Power 16668 W 5556 VA 14 11 -- -- -- -- -- --5556 VA 2736 VA -- -- -- -- -- -- 12 9 -- -- -- -- -- -- 5556 VA 2736 VA -- -- -- -- -- -- 10 7 80 A 3 RCU-1.1 3-#4, 1-#4, 1-#8 Power 16668 W 5556 VA 2736 VA 8208 W Power 3-#8, 1-#8,... RCU-2.1 3 40 A 8 5 -- -- -- -- -- --7584 VA 2736 VA -- -- -- -- -- -- 6 3 -- -- -- -- -- -- 7584 VA 2736 VA -- -- -- -- -- -- 4 1 80 A 3 RCU-0.1 3-#4, 1-#4, 1-#8 Power 22752 W 7584 VA 2736 VA 8208 W Power 3-#8, 1-#8,... RCU-1.1 3 40 A 2 CKT Rating Poles Circuit Description Wire Size Load... True... A B C True... Load... Wire Size Circuit Description Poles Rating CKT REMARKS MCB RATING: ENCLOSURE:Type 1 WIRES:4 MAINS RATING:400 A MOUNTING:surface PHASE:3 MAINS TYPE:MLO SUPPLY FROM:MDP VOLTS:120/208 Wye A.I.C. RATING:22,000 MM num. description date SCHEDULE: LIGHTING CONTROL PANEL NAME: LCP1 POWER SUPPLY CIRCUIT: M1A-1 MOUNTING: SURFACE NUMBER OF RELAYS: 8 ENCLOSURE: NEMA 1 LOCATION: RELAY SUPPLY CIRCUIT AREA SERVED LV SWITCH (SEE SWITCH SCHEDULE) CONTROL CODE REMARKSNUMBER AMP POLE 1 20 1 M1-16 LTG - SITE WEST FIXTURES A 2 20 1 M1-17 LTG - SITE EAST FIXTURES A 3 20 1 M1-18 MONUMENT SIGN A 4 20 1 M1A-2 ELEVATOR LOBBY A 1 5 20 1 M1-44 SITE BOLLARDS A 6 20 1 SPARE 7 20 1 SPARE 8 20 1 SPARE PROGRAM CODE:A AUTO ON / AUTO OFF 1 HOURS OF OPERATION B MANUAL ON / AUTO OFF 2 DUSK TO DAWN (C)ASTRONOMIC TIMECLOCK 3 CUSTOM TIMES (D)DIMMING RELAY 4 OFF AFTER X MINUTES (E)PHOTOCELL 5 OFF AT DUSK 6 OFF AT CUSTOM TIME GENERAL NOTES: A. SEE PLAN(S) FOR LOCATION(S) OF LOW VOLTAGE SWITCH(ES). B. RELAY TO CONTROL COIL OF 2-POLE CONTACTOR, FACTORY MOUNTED ON CABINET INTERIOR. C. ELECTRICAL CONTRACTOR TO PROVIDE SPACE IN THIS PANEL FOR FUTURE EXPANSION. D. INSTALL VOLTAGE BARRIERS AS REQUIRED BY LOCAL AHJ OR TO SEPARATE NORMAL AND EMERGENCY POWER CIRCUITS. E. CONFIRM PROGRAMMING WITH OWNER PRIOR TO COMMISSIONING THE LIGHTING CONTROL SYSTEM. SCHEDULE: LIGHTING CONTROL PANEL NAME: LCPB POWER SUPPLY CIRCUIT: MB-28 MOUNTING: SURFACE NUMBER OF RELAYS: 4 ENCLOSURE: NEMA 1 LOCATION: RELAY SUPPLY CIRCUIT AREA SERVED LV SWITCH (SEE SWITCH SCHEDULE) CONTROL CODE REMARKSNUMBER AMP POLE 1 20 1 MB-27 BASEMENT CORRIDOR/LOBBY A 1 2 20 1 SPARE 3 20 1 SPARE 4 20 1 SPARE PROGRAM CODE:A AUTO ON / AUTO OFF 1 HOURS OF OPERATION B MANUAL ON / AUTO OFF 2 DUSK TO DAWN (C)ASTRONOMIC TIMECLOCK 3 CUSTOM TIMES (D)DIMMING RELAY 4 OFF AFTER X MINUTES (E)PHOTOCELL 5 OFF AT DUSK 6 OFF AT CUSTOM TIME GENERAL NOTES: A. SEE PLAN(S) FOR LOCATION(S) OF LOW VOLTAGE SWITCH(ES). B. RELAY TO CONTROL COIL OF 2-POLE CONTACTOR, FACTORY MOUNTED ON CABINET INTERIOR. C. ELECTRICAL CONTRACTOR TO PROVIDE SPACE IN THIS PANEL FOR FUTURE EXPANSION. D. INSTALL VOLTAGE BARRIERS AS REQUIRED BY LOCAL AHJ OR TO SEPARATE NORMAL AND EMERGENCY POWER CIRCUITS. E. CONFIRM PROGRAMMING WITH OWNER PRIOR TO COMMISSIONING THE LIGHTING CONTROL SYSTEM. SCHEDULE: LIGHTING CONTROL PANEL NAME: LCP2 POWER SUPPLY CIRCUIT: M2-12 MOUNTING: SURFACE NUMBER OF RELAYS: 4 ENCLOSURE: NEMA 1 LOCATION: RELAY SUPPLY CIRCUIT AREA SERVED LV SWITCH (SEE SWITCH SCHEDULE) CONTROL CODE REMARKSNUMBER AMP POLE 1 20 1 M2-2 2ND FLOOR CORRIDOR/LOBBY A 1 2 20 1 SPARE 3 20 1 SPARE 4 20 1 SPARE PROGRAM CODE:A AUTO ON / AUTO OFF 1 HOURS OF OPERATION B MANUAL ON / AUTO OFF 2 DUSK TO DAWN (C)ASTRONOMIC TIMECLOCK 3 CUSTOM TIMES (D)DIMMING RELAY 4 OFF AFTER X MINUTES (E)PHOTOCELL 5 OFF AT DUSK 6 OFF AT CUSTOM TIME GENERAL NOTES: A. SEE PLAN(S) FOR LOCATION(S) OF LOW VOLTAGE SWITCH(ES). B. RELAY TO CONTROL COIL OF 2-POLE CONTACTOR, FACTORY MOUNTED ON CABINET INTERIOR. C. ELECTRICAL CONTRACTOR TO PROVIDE SPACE IN THIS PANEL FOR FUTURE EXPANSION. D. INSTALL VOLTAGE BARRIERS AS REQUIRED BY LOCAL AHJ OR TO SEPARATE NORMAL AND EMERGENCY POWER CIRCUITS. E. CONFIRM PROGRAMMING WITH OWNER PRIOR TO COMMISSIONING THE LIGHTING CONTROL SYSTEM. SITE LUMINAIRE SCHEDULE LUMINAIRE LAMPS POLE REMARKSNUMBER MANUFACTURER CATALOG # VOLTS #/POLE WATTS MOUNTING TYPE QTY. MANUFACTURER HEIGHT CATALOG # SF1 LITHONIA LIGHTING DSX0 LED P2 40K BLC MVOLT MVOLT 1 49 POLE LED 40K 4,925 LUMENS 1 LITHONIA LIGHTING 20 SSA-17.5-5G-DM28-FBC-B LACK SF2 LITHONIA LIGHTING DSXO LED P2 40K T4M MOVLT SPA PIRH1FC3V DBLXD MVOLT 1 49 POLE LED 40K 5,880 LUMENS 1 LITHONIA LIGHTING 20 SSA-17.5-5G-DM28-FBC-B LACK SF3 LITHONIA LIGHTING DSXB LED 12C 350 40K ASY MVOLT DMG H42 SCBA MVOLT 1 16 BASE LED 40K 1000 LUMEN 1 - - - LUMINAIRE SCHEDULE LUMINAIRE LUMINAIRE LUMINAIRE DESCRIPTION LAMPS LUMINAIRE REMARKSNUMBERMANUFACTURERCATALOG #TYPE CCT VOLTS WATTS MOUNTING F1 LITHONIA 2BLT2-33L-ADP-EZX-LP835 CONTRACTOR ALLOWANCE $180 EACH INCLUDING FREIGHT RECESSED VOLUMETRIC TROFFER LED MULTI-VOLT DIMMING 3000 LUMEN LED 3500K 35 MVOLT 30 LAY-IN F1EM LITHONIA 2BLT2-33L-ADP-EZX-LP835-EL14L CONTRACTOR ALLOWANCE $200 EACH INCLUDING FREIGHT RECESSED VOLUMETRIC TROFFER LED MULTI-VOLT DIMMING EM BATTERY PACK 35 MVOLT LAY-IN F2 GOTHAM EVO-35-15-6AR-WD-LSS-MVOLT-EZ- (CTA48YK) RECESSED CAN LED LAMPING CLEAR OPEN SIMI- SPECULAR CONE 6" NOMINAL OPENING SELF-FLANGED CONE WITH WHITE TRIM RING DIMMABLE 1500 LUMEN LED 3500K 35 MVOLT RECESSED F3EM F2EM 18.7 EMERGENCY BATTERY PACK RECESSED F4 CDS-L48-MVOLT-DM-40K-80CRI WHHC36 LED, CCT= 4000K, LUMENS=4211 35 MVOLT 38 CHAINLITHONIA4 FT., GENERAL PURPOSE STRIP F3 LCAP-17LM-35K-MVOLT-S-G4-80CRI-L8 P CS-PSTEM-36IN-SPEN 1500 LUMENS LED 3500K 80 CRI 35 120 15.8 SUSPENDEDACUITY BRAND SUSPENDED PENDANT 3000 LUMEN LED 3500K 30 GOTHAM EVO-35-15-6AR-WD-LSS-MVOLT-EZ- (CTA48YK) RECESSED CAN LED LAMPING CLEAR OPEN SIMI- SPECULAR CONE 6" NOMINAL OPENING SELF-FLANGED CONE WITH WHITE TRIM RING DIMMABLE; EM BATTERY 35 MVOLT 18.7 EMERGENCY BATTERY PACK F5 CV4-30WLED-UNIV-35-FRAL-FIOS-US- FI/ILBCP12 3612 LUMEN LED 3500K 80CRI 30 MVOLT 35 WALLINDUSTRIAL LIGHTING PRODUCTS 48" WALL MOUNTED STAIRWELL FIXTURE DIRECT/INDIRECT LIGHT OUTPUT WALL MOUNTING BRACKET EMERGENCY BATTERY PACK F6 N1048-C-145L40K-DCC-1-DV LED, CCT= 4000K, LUMENS=5039 40 120 48 WALLKENALLVANDAL RESISTANT SURFACE MOUNT - PRISMATIC LENS ELEVATOR SHAFT LIGHT SUSPENDED EMERGENCY BATTERY PACK F7 FSM4LS-FL-1000LF-35K-1C-UNV-LD1- C24-BKCD-TS-8 8000LUMENS LED 3500K 80 CRI 35 120 84 SUSPENDEDFOCAL POINT DIRECT/INDIRECT SUSPENDED 8' LINEAR MOUNT 8'-0" A.F.F. 1500 LUMEN LED 3500K F8 FMVCSLS-48IN-MVOLT-35K-90CRI-BN 600 LUMENS/FT LED 4000K 35 120 35 SURFACELITHONIAVANITY LIGHT F9 S4LD-LCB-4FT- MSL4-80CRI-35K-800LMF-120V 3200 LUMENS LED 3500K 80 CRI 35 120 32 SUSPENDEDMARK ARCHITECTURAL DIRECT SUSPENDED 4' LINEAR MOUNT FLUSH WITH WOOD SLAT CEILING LCAP-17LM-35K-MVOLT-S-G4-80CRI-- BR-L8 P CS-PSTEM-36IN-SPEN 1500 LUMENS LED 3500K 80 CRI 35 120 15.8ACUITY BRAND SUSPENDED PENDANT ARCHITECT TO CONFIRM FINISHES F7EM 1000LUMENS LED 3500K 80 CRI 35 120 84 SUSPENDEDFOCAL POINT DIRECT/INDIRECT SUSPENDED 8' LINEAR MOUNT 8'-0" A.F.F.FSM4LS-FL-1000LF-35K-1C-UNV-LD1- C24-BKCD-EM-TS-8 F9EM S4LD-LCB-4FT- MSL4-80CRI-35K-800LMF-120V- E10WLCP 35 120 32 SUSPENDEDMARK ARCHITECTURAL DIRECT SUSPENDED 4' LINEAR 3200 LUMENS LED 3500K 80 CRI MOUNT FLUSH WITH WOOD SLAT CEILING PROVIDED WITH EMERGENCY BATTERY PACK EX1 ISOLITE LPDCEMGD-WW-UN DIE-CST ALUMINUM ALLOY SINGLE-FACE WHITE EXIT SIGN WITH EMERGENCY BATTERY PACK GREEN LED N/A 120 1.5 UNIVERSAL EX2 ISOLITE LPDCEMGD-WW-UN DIE-CST ALUMINUM ALLOY SINGLE-FACE WHITE EXIT SIGN WITH EMERGENCY BATTERY PACK GREEN LED N/A 120 2.5 UNIVERSAL NOTE F10 700 MINAP-1C-B-V-LED922 22 120 9 SUSPENDEDTECH LIGHTING DECORATIVE PENDANT 135 LUMENS LED 2200K 90 CRI F11 700-TD-M-W 27 120 12 SUSPENDEDPENDANT, PROVIDE EXTRA CABLE FOR MOUNTING ADJUSTMENT 800 LUMENS LED 2700K 90 CRI TECH LIGHTING F12 MTZP282111 27 120 12 SUSPENDEDWALL SCONCE 610 LUMENS INCANDESCENT 2700K 90 CRI Y LIGHTING F13 700BCFINN 30 120 24 SUSPENDEDRESTROOM WALL SCONCE 610 LUMENS LED 3000K 90 CRI TECH LIGHTING F14 LED TX24-X--30-WT 30 120 4W/P.F. SURFACE LED TAPE LIGHT 300 LUMENS/P.F. LED 3000K WAC LIGHTING REFER TO THE LIGHTING PLANS FOR EXACT LENGTHS MOUNT 8'-0" A.F.F. ARCHITECT TO CONFIRM FINISHES SCHEDULE: LIGHTING SWITCHES TAG DESCRIPTION FUNCTION LOCATION REMARKS LV1 LOW-VOLTAGE SWITCH FOR LIGHTING CONTROL PANEL 'LCP'ON / OFF LV2 LOW-VOLTAGE SWITCH FOR LIGHTING CONTROL PANEL 'LCP'ON / OFF / RAISE / LOWER OS1 OCCUPANCY / VACANCY WALL SWITCH SENSOR MANUAL ON / AUTO OFF 30-MINUTE VACANCY TIMEOUT OS2 OCCUPANCY / VACANCY DIMMABLE WALL SWITCH SENSOR MANUAL ON / AUTO OFF / RAISE / LOWER 30-MINUTE VACANCY TIMEOUT 0-10V DIMMING OS3 OCCUPANCY / VACANCY DIMMABLE WALL SWITCH SENSOR AUTO ON TO 50% / AUTO OFF / RAISE / LOWER 30-MINUTE VACANCY TIMEOUT 0-10V DIMMING OS4 OCCUPANCY / VACANCY CEILING SENSOR MANUAL ON / AUTO OFF 30-MINUTE VACANCY TIMEOUT PROVIDE WITH 0-10V DIMMING POWER PACK OS4A LOW-VOLTAGE SWITCH FOR 'OS4' WITH DIMMING CONTROLS ON / OFF / RAISE / LOWER OS4B 2 BUTTON - LOW-VOLTAGE SWITCH FOR 'OS4' WITH DIMMING CONTROLS ON / OFF / RAISE / LOWER GENERAL NOTE: ELECTRICAL CONTRACTOR SHALL CONFIRM DEVICE COMPATIBILITY WITH LUMINAIRES, LIGHTING CONTROL PANEL(S), ROOM CONTROLLER(S), AND OTHER EQUIPMENT. ANY DESIGN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. NLIGHT nCM 10 A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:22 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L S C H E D U L E S E504 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date 3 REVISION 2 2-21-20 EQUIPMENT SCHEDULE UNIT # EQUIPMENT DESCRIPTION ELECTRICAL REFERENCE NOTES OCPD REMARKS LO A D LO A D U N I T S VO L T S PH A S E FU L L L O A D A M P S ( F L A ) DI S C O N N E C T I N G ME A N S DI S C O N N E C T R A T I N G (A M P S ) ST A R T E R S I Z E EN C L O S U R E T Y P E FU S E S I Z E (A M P S ) BR E A K E R S I Z E (A M P S ) BP-1 BOOSTER PUMP 5 HP 208 3 17.5 1 60 - 17 - 20 EUH-1 ELECTRIC UNIT HEATER 5 KW 208 3 24.0 1 30 17 30 CUH-1.1 CABINET UNIT HEATER 17.6 FLA 208 3 17.6 1 30 17 30 SE-1 SEWAGE EJECTOR 4 HP 208 3 19.0 1 30 17 30 MSU-2.1 MINI SPLIT UNIT OUTDOOR 19 MCA 208 1 19.0 1 30 18 30 MSU-2.1 MINI SPLIT UNIT INDOOR 5A 17 POWERED FROM OUTDOOR UNIT DOAS-1 DOAS 34.1 MCA 208 3 27.3 60 60 18 45 AC-0.1 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.2 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.3 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.4 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.5 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.6 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.7 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.8 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-0.9 AC UNIT BASEMENT .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.1 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.2 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.3 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.4 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.5 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.6 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.7 AC UNIT LEVEL 1 .72 KVA 208 1 3.5 1A 20 -- 17 -- 20 AC-1.8 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.9 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.10 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.11 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-1.12 AC UNIT LEVEL 1 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.1 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.2 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.3 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.4 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.5 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.6 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.7 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.8 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.9 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.10 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.11 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 AC-2.12 AC UNIT LEVEL 2 .56 KVA 208 1 2.7 1A 20 -- 17 -- 20 RCU-0.1 REMOTE CONDENSING UNIT 63.2 MCA 208 3 50.6 1A 100 -- 18 -- 80 RCU-1.1 REMOTE CONDENSING UNIT 28.5 MCA 208 3 22.8 1A 60 -- 18 -- 40 RCU-1.1 REMOTE CONDENSING UNIT 57.9 MCA 208 3 46.3 1A 100 -- 18 -- 80 RCU-1.2 REMOTE CONDENSING UNIT 28.5 MCA 208 3 22.8 1A 60 -- 18 -- 40 RCU-1.2 REMOTE CONDENSING UNIT 57.9 MCA 208 3 46.3 1A 100 -- 18 -- 80 P-1 PUMP 1 1/8 HP 120 1 2.9 5A -- -- 17 -- 20 WH-1 GAS FIRED WATER HEATER 2 FLA 120 1 2.0 13A -- -- 17 -- 20 HRU HEAT RECOVERY UNIT .06 FLA 208 1 0.1 1A 30 -- 17 -- 20 REFERENCE NOTES: 1. NON-FUSED DISCONNECT SWITCH A. FURNISHED, INSTALLED AND FINAL CONNECTION BY THE 2. FUSED DISCONNECT SWITCH ELECTRICAL CONTRACTOR. 3. BREAKER IN ENCLOSURE B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION, 4. FUSED DISCONNECT SWITCH WITH SHUNT TRIP FINAL CONNECTION BY THE ELECTRICAL CONTRACTOR. 5. MANUAL STARTER WITH THERMAL OVERLOAD C. FURNISHED UNDER ANOTHER DIVISION, INSTALLED AND 6. MANUAL STARTER FINAL CONNECTION BY THE ELECTRICAL CONTRACTOR. 7. MAGNETIC STARTER/NON-FUSED DISCONNECT COMBINATION D. FURNISHED, INSTALLED AND FINAL CONNECTION UNDER 8. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION ANOTHER DIVISION. 9. MAGNETIC STARTER/MOTOR CIRCUIT PROTECTOR COMBINATION 10. VARIABLE SPEED DRIVE 11. REDUCED VOLTAGE STARTER 12. DIRECT CONNECTION 13. RECEPTACLE/SPECIAL PURPOSE OUTLET ETC. 14. TWO-SPEED STARTER, COORDINATE WITH MOTOR TYPE 15. MAXIMUM CIRCUIT AMPS (MCA) 16. FULL LOAD CURRENT 17. PROVIDE WITH NEMA 1 ENCLOSURE 18. PROVIDE WITH NEMA 3R ENCLOSURE GENERAL NOTES: 1.VERIFY ALL EQUIPMENT LOCATIONS AND CONNECTION REQUIREMENTS (i.e. VOLTAGE, PHASE, FLA, ETC.) WITH MECHANICAL DRAWINGS/SUBMITTALS PRIOR TO STARTING ROUGH IN. 2.ALL FUSES SHALL BE DUAL ELEMENT, TIME DELAY. FINAL BREAKER/FUSE & DISCONNECT SIZE SHALL BE DETERMINED BY MANUFACTURER'S RECOMMENDATION FOR ACTUAL EQUIPMENT INSTALLED. 3.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:23 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L S C H E D U L E S E505 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date E601 E601 E601 E601 E601 E601 E601 E601 E601 MOUNTING HEIGHTS DETAILA LIGHTIN CONTROL PANEL DETAILD TYPICAL ROUGH-IN REQUIREMENTS DETAILB FIRE STOP THRU GYPSUM BOARD WALLG FIRESTOP THRU CONCRETE/MASONRY WALLH FIRESTOP THRU CONCRETE FLOORI FIRE SPRINKLER RISER CONNECTIONE LAY-IN GRID FIXTURE SEISMIC MOUNTING DETAILSC TYPICAL TRAPEZE CONDUIT RACKF 16 " M I N . FIRE ALARM HORN/STROBE NOTES: NOTE:NOTE:NOTE: RACEWAY 3/4" TO 6" (TYP.)UNISTRUT CHANNEL - SIZE AS REQUIRED BY WEIGHT SUPPORTED STRUCTURAL UNIT (BEAM, JOIST, SLAB, ETC.) DO NOT SUPPORT FROM BOTTOM CORD OF STEEL TRUSSES. BEAM CLAMP, HANGER CLAMP OR APPROVED SUPPORT, AS REQUIRED BY WEIGHT SUPPORTED (BEAM, JOIST, SLAB, ETC.) STRUCTURAL UNIT ALL THREAD ROD-SIZE AS REQUIRED (MIN. 3/8") FLOOR 80 " M I N I M U M 48 " M A X . 96 " M A X I M U M FIRE ALARM PULL STATION THERMOSTAT LIGHT SWITCHES RECEPTACLES & OUTLETS TYPICAL FOR WOOD AND METAL STUD ROUGH IN. PLASTER RINGS NOT SHOWN. LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, AND WITH ALL APPLICABLE SHOP DRAWINGS. IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE OUTLETS ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD SPACE MUST BE SEPARATED BY A MINIMUM OF 24" HORIZONTAL DISTANCE. TYPICAL WALL OUTLETS TYPICAL SWITCH BOX (OR EQUAL) STEEL CITY #7501 OUTLET BOX TYPICAL DUPLEX RECEPTACLE BOX PROVIDE CONDUIT SUPPORTS AS PER NATIONAL ELECTRICAL CODE REQUIREMENTS AS REQUIRED BY TYPE OF CONSTRUCTION WOOD OR STEEL STUD 1 OR 2 HOUR FIRE RATED GYPSUM BOARD WALL 1/2" MINIMUM DIAMETER BEAD OF 3M FIRE BARRIER CP 25 CAULK OR MP MOLDABLE PUTTY BEAD OF 3M FIRE BARRIER MOLDABLE PUTTY CP 25 CAULK OR MP 1/2" MINIMUM DIAMETER METALLIC CONDUIT CP 25WB CAULK ON BOTH SIDES OF WALL NON-METALLIC SLEEVE MAY EXTEND A MAX OF 2" (51 mm) BEYOND THE FACE OF THE WALL INSULATED CABLES OR CONDUIT FLOOR SLAB FIRE RATED CONCRETE INSULATED CABLES OR CONDUIT 3M FIRE BARRIER CP 25WB CAULK OR TYPICAL DETAILS SHOWING GENERAL FIRE STOPPING PROCEDURE. ACTUAL PROCEDURE DEPENDS UPON ANNULAR SPACE BETWEEN PIPE AND/OR INSULATION AND OPENING. FOLLOW MANUFACTURER'S INSTRUCTIONS. TYPICAL DETAILS SHOWING GENERAL FIRE STOPPING PROCEDURE. ACTUAL PROCEDURE DEPENDS UPON ANNULAR SPACE BETWEEN PIPE AND/OR INSULATION AND OPENING. FOLLOW MANUFACTURER'S INSTRUCTIONS. TYPICAL DETAILS SHOWING GENERAL FIRE STOPPING PROCEDURE. ACTUAL PROCEDURE DEPENDS UPON ANNULAR SPACE BETWEEN PIPE AND/OR INSULATION AND OPENING. FOLLOW MANUFACTURER'S INSTRUCTIONS. #12 GA. WIRE HANGER INDEPENDENT OF CEILING SUPPORT SYSTEM, CABLE CAN BE LOOSE. LAY-IN CEILING RECESSED DOWNLIGHT/WALLWASHER LAY-IN CEILING 2x4 RECESSED TROFFER LAY-IN CEILING 2x2 RECESSED TROFFER #12 GA. WIRE HANGER AT OPPOSITE CORNER OF FIXTURE (TYP.) INDEPENDENT OF CEILING SUPPORT SYSTEM. FIXTURE CLAMP - PROVIDE ONE PER SIDE ON EACH FIXTURE (FOUR TOTAL PER FIXTURE) IBC REQUIREMENTS FOR SEISMIC SUPPORT: •LIGHT FIXTURE WEIGHT < 10 LBS. - ONE MIN. 12 GAUGE SLACK WIRE. •LIGHT FIXTURE WEIGHT 10-55 LBS. - TWO MIN. 12 GAUGE SLACK WIRES ATTACHED ON OPPOSITE CORNERS OF FIXTURE. •LIGHT FIXTURE WEIGHT > OR = 56 LBS. - INDEPENDENTLY SUPPORTED TO THE STRUCTURE SLACK WIRES ARE NOT REQUIRED. LOAD WIRES TO FIXTURES BRANCH PANEL "LCP" PCI CONTROLKEEPER, ILC LIGHTMASTER, WATTSTOPPER OR LEVITON EZ MAX RELAY LIGHTING CONTROL PANEL (SEE LIGHTING CONTROL PANEL SCHEDULE) PHOTO SENSOR MOUNT FACING NORTH SKY CABLE AS REQUIRED EXTERIOR LIGHTING MANUAL OVERRIDE SWITCH MTD. NEXT TO PANEL "LC" CABLE AS REQUIRED FIRESTOP TESTED UP TO 4 HOURS IN ACCORDANCE WITH ASTM E 814 (UL 1479) & CAN/ULC S115 FIRE RESISTANCE TESTED FOR STATIC CONSTRUCTION JOINT SYSTEMS IN ACCORDANCE WITH ASTM E 1966 FIRESTOP TESTED UP TO 4 HOURS IN ACCORDANCE WITH ASTM E 814 (UL 1479) & CAN/ULC S115 FIRE RESISTANCE TESTED FOR STATIC CONSTRUCTION JOINT SYSTEMS IN ACCORDANCE WITH ASTM E 1966 FIRESTOP TESTED UP TO 4 HOURS IN ACCORDANCE WITH ASTM E 814 (UL 1479) & CAN/ULC S115 FIRE RESISTANCE TESTED FOR STATIC CONSTRUCTION JOINT SYSTEMS IN ACCORDANCE WITH ASTM E 1966 1. 2. 3. 4. CONDUIT CLAMP - 3/4" TO 1" UNISTRUT 2 PIECE CHANNEL PIPE STRAPS - 1 1/4" TO 6" DAMMING MATERIAL (BACKER ROD, FIBER-GLASS, OR MINERAL WOOL) DAMMING MATERIAL (BACKER ROD, FIBER-GLASS, OR MINERAL WOOL) FIRE RATED CONCRETE OR CONCRETE BLOCK WALL GROUND NEUTRAL HOT UVPPM WIRING DIAGRAM LIGHTING LOAD RED RED BLACK WHITE RED (CONTROL) BLACK (COMMON)BLACK RED BLUE RED RED (+24VDC ) POWER PACK CONTACTS RATED FOR 20 AMPS. UVPPM POWER PACK SUPPLIES 150mA MANUAL - ON / OVERRIDE - OFF LOW-VOLTAGE MOMENTARY SWITCH HUBBELL BUILDING AUTOMATION LOW VOLTAGE SENSORS (DEVICES) REQUIRES 33mA EACH A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:23 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L D E T A I L S E601 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N num. description date CONDUIT BY E.C.ROOF DECK ROOFING CONDUIT BY E.C. STAINLESS STEEL CLAMPS BY E.C.STEPPED PVC SPUN ALUMINUM FLASHING BASE BY E.C. BOOT BY E.C. 1 1 1 2 1 4 1 FLOOR CEILING DETAIL KEYED NOTES: 1. M 48" 2. PROVIDE CONDUIT STUB INTO DOOR FRAME FOR EACH ELECTRICAL STRIKE. SEE ELECTRONIC SYSTEMS PLAN FOR TYPE USED AT EACH DOOR. 3. PROVIDE INSULATED THROAT CONNECTORS ON BOTH ENDS OF ALL CONDUITS. 4. VERIFY MOTION SENSORS ROUGH-IN WITH ARCHITECT AND OWNER'S SECURITY SYSTEM VENDOR PRIOR TO ROUGH-IN. MS CR ES 3_ 4" CONDUIT DETAIL GENERAL NOTES: 1. CABLING BY OTHERS. 2. COORDINATE ALL CONDUIT, BOX TYPES AND LOCATIONS W ITH OWNER'S SECURITY SYSTEM VENDOR PRIOR TO ROUGH-IN. 3. PROVIDE INSULATED THROAT CONNECTORS ON BOTH ENDS OF ALL CONDUITS. 4. VERIFY MOTION SENSORS ROUGH-IN WITH ARCHITECT AND OWNER'S SECURITY SYSTEM VENDOR PRIOR TO ROUGH-IN. TO SEC 1" CONDUIT EQUIPMENT FOR CONTROLLED ACCESS DOOR PROVIDED BY OWNER SECURITY CONTRACTOR. CONNECTIONS TO BE COMPLETED BY SECURITY CONTRACTOR. 8" 7' 5.57" DIA. 4' 2.38" DIA. 5'-8" LONG GALV. 5' 4" 5' 9'-4" 2' 4' 8" 1' 6' 6" 3.51" DIA. 4.5" DIA. NOTE: PAD AND VAULT SHALL COMPLY WITH UTAH POWER STANDARD DETAIL REQUIREMENTS. PRE-CAST PAD & VAULT MAY BE PURCHASED FROM "AMCOR" 801-399-1171, OGDEN, UTAH. 12" DIA.7' "C" CHANNEL 4' PLATE DOORS W/ NO. 25P GALV. DIAMOND LOCKING BOLTS LID -MINUS GRAVEL 6" DEEP IF 3/4" NOTE: EXCAVATE THE ENTIRE AREA BENEATH THE EQUIPMENT BASE TO ALLOW THE DEPTH REQUIREMENTS ILLUSTRATED BELOW. ALL SOIL BENEATH THE EQUIPMENT BASE SHALL BE COMPACTED AND LEVEL PRIOR TO SETTING OR POURING THE BASE, TO PREVENT SETTLING. THE CUSTOMER SHALL PROVIDE 6 INCHES OF 3/4-INCH-MINUS GRAVEL BACKFILL OR COMPACT THE UNDISTURBED EARTH TO 90 PERCENT OF DRY DENSITY. POLE BASE ANCHOR BOLTS CONDUIT(S) BASE COVER GROUNDING CONDUCTOR(S) BRANCH CIRCUIT CONDUCTORS POLE GROUNDING CONDUCTOR TO FIXTURE GROUND ATTACH GROUNDING CONDUCTOR TO POLE ASSEMBLY WITH SELF-TAPPING SCREW GROUND BUS BAR GROUND BUS IN MAIN ELECTRICAL PANELCRIMP TYPE CONNECTION COPPER GROUND WIRE (THWN CU) TO GROUND(S) (TYPICAL). QUANTITY & SIZE AS PER NATIONAL ELECTRICAL CODE. TWO HOLE BOLTED TONGUE CRIMP (COMPRESSION) TYPE CONNECTOR (KS 15977 OR T&B "COLORED - KEYED", TYPICAL) 2" M I N . SERVICE GROUNDING NOTES: 1. PROVIDE AND INSTALL ALL GROUNDING MEANS INDICATED. ELECTRICAL CONTRACTOR TO COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE AND PROVIDE AND INSTALL ALL GROUNDING METHODS THAT ARE AVAILABLE FOR THIS PROJECT. 2.ELECTRICAL CONTRACTOR SHALL REFER TO ELECTRICAL ONE LINE DIAGRAM FOR GROUNDING ELECTRODE CONDUCTOR SIZE. GROUNDING CONDUCTOR SIZE SHOWN ON THE ONE LINE DIAGRAM SHALL BE THE SAME FOR ALL METHODS OF GROUNDING SHOWN IN THIS DETAIL. ELECTRICAL CONTRACTOR SHALL REFER TO ELECTRICAL SPECIFICATIONS FOR SPECIFICS OF GROUNDING SYSTEM INSTALLATION AND MATERIALS. REBAR CONCRETE FOUNDATION BUILDING STEEL WHERE EFFECTIVELY GROUNDED TO EMBEDDED FOUNDATION STEEL FULL SIZE GROUNDING ELECTRODE CONDUCTOR IN GRC (SEE NOTE # 2). GROUNDING ELECTRODE CONDUCTOR (GEC) TO SWITCHGEAR GROUND BUS(ES) (SEE NOTE #2) T&B 3900 BU GROUND CLAMP WITH 3/4" CONDUIT HUB AND CABLE CLAMP T&B 3900 BU GROUND CLAMP WITH CABLE CLAMP METALLIC FIRE SPRINKLER SERVICE EXOTHERMICALLY WELDED (TYPICAL) DRIVEN GROUND RODS ON BUILDING EXTERIOR DRIVEN GROUND RODS ON BUILDING EXTERIOR EXOTHERMICALLY WELDED (TYPICAL) BARE FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE NOTE #2) 25'-0" OF BARE FULL SIZE GROUNDING ELECTRODE CONDUCTOR EMBEDDED IN CONCRETE FOUNDATION. EXOTHERMICALLY WELDED TO FOUNDATION STEEL AT TWO (2) LOCATIONS. FULL SIZE GROUNDING ELECTRODE CONDUCTOR IN GRC (SEE NOTE #2). FULL SIZE GROUNDING ELECTRODE CONDUCTOR IN GRC (SEE NOTE # 2). FULL SIZE GROUNDING ELECTRODE CONDUCTOR IN GRC (SEE NOTE #2). GROUNDING METER JUMPER AROUND WATER METER AND INSULATING JOINTS (SEE NOTE #2). METALLIC COLD WATER SERVICE ALL CONNECTIONS TO GROUND BUS SHALL BE BOLT TYPE WITH BELLEVILLE WASHERS, CONDUIT HUB AND CABLE CLAMP BUILDING GROUND BUS IN MAIN SWITCHGEAR. SEE SERVICE GROUND BUS DETAIL T&B 3900 BU GROUND CLAMP WITH 3/4" CONDUIT HUB AND CABLE CLAMP A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OS N TIFSRO E D OHA N I ES D NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/20/2020 4:48:23 PM RE X B U R G C A L L C E N T E R EL E C T R I C A L D E T A I L S E602 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O BID SET 02-24-20 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N E602 1 SERVICE GROUND BUS DETAIL E602 2 SERVICE GROUNDING DETAIL E602 5 ROOF PENETRATION DETAIL E602 3 ACCESS CONTROL DOOR ROUGH-IN DETAIL E602 4 TRANSFORMER VAULT DETAIL num. description date E602 6 POLE BASE DETAIL