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Home My WebLink AboutPLANS - 23-00856 - Mo'Bettahs Restaurant - RemodelPROJECT INFORMATION RESPONSIBILTY SCHEDULE DEFINITIONS O.F. OWNER FURNISHED O.I. OWNER INSTALLED C.F. CONTRACTOR FURNSHED C.I. CONTRACTOR INSTALLED CODE SUMMARY AND PROJECT INFORMATION: APPLICABLE CODES AND STANDARDS 2018 INTERNATIONAL BUILDING CODE (IBC) 2017 IDAHO PLUMBING CODE (ISPC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 FUEL GAS CODE 2018 EXISTING BUILDING CODE 2009 ANSI A117.1 PROJECT DESCRIPTION THIS PROJECT IS A SHELL BUILDING AND INTERIOR BUILD OUT FOR A RESTAURANT INCLUDING DINING SPACE, COMMERCIAL, KITCHEN, RESTROOMS AND AN OFFICE. THIS BUILDING DOES NOT INCLUDE A FIRE SPRINKLER SYSTEM. PROJECT AREA: BUILDING AREA TI SPACE (RESTAURANT) RENTABLE 2,100 SF TI SPACE (RESTAURANT) USEABLE 1,992 SF USE AND OCCUPANCY CLASSIFICATION (IBC CHAPTER 3) GROUP(S): A-2 GENERAL BUILDING HEIGHTS AND AREAS (IBC CHAPTER 5) CONSTRUCTION TYPE: V-B ALLOWABLE ACTUAL BUILDING HEIGHT IN FEET (Table 504.3): 40' 22' - 2" BUILDING HEIGHT IN STORIES (Table 504.4): 1 1 AREA PER FLOOR (Table 506.2): 6,000 2,100 SF MIXED OCCUPANCIES: NOT APPLICABLE FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC CHAPTER 6) CONSTRUCTION TYPE: V-B STRUCTURAL FRAME: 0 HR BEARING WALLS EXTERIOR: 0 HR BEARING WALLS INTERIOR: 0 HR NONBEARING WALLS INTERIOR: 0 HR FLOOR CONSTRUCTION: 0 HR ROOF CONSTRUCTION: 0 HR AT TYPE I -B AND II-B BUILDINGS, ALL PLYWOOD AND BLOCKING IS TO BE FIRE RETARDANT TREATED. AT TYPE V-B BUILDINGS, PLYWOOD AND BLOCKING IS NOT REQUIRED TO BE FIRE RETARDANT TREATED. FIRE PROTECTION SYSTEMS (IBC CHAPTER 9) AUTOMATIC SPRINKLER SYSTEM: NOT PROVIDED MEANS OF EGRESS (IBC CHAPTER 10) OCCUPANT LOAD (1004): (SEE OCCUPANT LOAD CALCULATIONS ON SHEET G001) EGRESS SIZING (1005): (SEE OPENING CALCULATIONS ON SHEET G101) COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1): 75 FEET EXIT ACCESS TRAVEL DISTANCE (1017.2): 200 FEET PLUMBING FIXTURE REQUIREMENTS (IBC CHAPTER 29) SEE PLUMBING FIXTURE CALCULATIONS ON SHEET: G001 THERMAL ENVELOPE (IECC) THE THERMAL ENVELOPE IS PROVIDED AS PART OF THE SHELL PACKAGE X X G.C. TO REMOVE EXISTING RTU; NEW RTU IS OWNER PROVIDED CONTRACTOR INSTALLED G.C. TO REMOVE EXISTING RTU; NEW RTU IS OWNER PROVIDED CONTRACTOR INSTALLED G.C. TO REMOVE EXISTING RTU; NEW RTU IS OWNER PROVIDED CONTRACTOR INSTALLED G.C. TO REMOVE EXISTING RTU; NEW RTU IS OWNER PROVIDED CONTRACTOR INSTALLED G.C. TO REMOVE EXISTING RTU; NEW RTU IS OWNER PROVIDED CONTRACTOR INSTALLED EXISTING TO REMAIN 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: JAMIN KUNZ jamin@babcockdesign.com PR O J E C T T E A M DEFERRED SUBMITTALS ARE TO BE MADE IN COMPLIANCE WI TH SECTION 107.3.4.1 OF THE INTERNATIONAL BUILDING CODE. DEFERRED SUBMITTAL DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR THE PROJECT WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL HAVING JURISDICTION WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN OF THE PROJECT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED. THE FOLLOWING CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL: 1. FIRE SPRINKLER, MONITORING, AND ALARM SYSTEM (I F REQUIRED BY THE BUILDING OFFICIAL). 2. FIRE ALARM SYSTEM. 3. KITCHEN HOOD SUPPRESSION SYSTEM 4. CO2 LEAK DETECTION AND NOTIFICATION SYSTEM FOR BEVERAGE DISPENSING. 5. SPECIAL PERMIT, HAZMAT OPERATIONAL PERMIT FOR CO2 USE/STORAGE. 6. ENGINEER STAMPED CONNECTION AND ANCHORAGE DETAILS FOR GREASE EXHAUST FANS AND ROOF TOP EQUIPMENT 7. FIRE REVIEW WILL BE DEFERRED AND THE HEALTH DEPARTMENT REVIEW IS IN PROCESS CITY DEFERRED SUBMITTALS GENERAL CONTRACTOR SUBMITTALS PLUMBING FIXTURES DOORS & HARDWARE WINDOWS RESTROOM ACCESSORIES FLOORING ACOUSTICAL CEILINGS PAINT & STAIN THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT & OWNER FOR REVIEW PRIOR TO WORK/INSTALLATION (EMAIL OR ELECTRONICALLY): HO O D CAPTIVEAIRE 2698 SOUTH REDWOOD ROAD SUITE S WEST VALLEY, UT 84119 T: 801.878.3677 CONTACT: STEVE SCHOENFELD steve.schoenfeldATcaptiveaire.com EL E C T R I C A L BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UT 84111 T: 801.532.2196 CONTACT: RICH BRADLEY rich@bnaconsulting.com ME C H A N I C A L SPECTRUM ENGINEERS 324 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT 84111 T: 801.328.5151 CONTACT: SEAN JOHNSON sean.johnson@speceng.com FRP HVAC TILE WALL FINISHES KI T C H E N E Q . LI G H T I N G R E P . BARGREEN/ELLINGSON 1855 SOUTH 300 WEST SALT LAKE CITY, UT 84115 T: 801.403.8923 CONTACT: ZACH HANSEN zhansen@bargreen.com OW N E R SAVORY MANAGEMENT 1557 W INNOVATION WAY LEHI, UT 84043 T: 801.380.4092 CONTACT: THURLO CURTIS thurlo@mobettahs.com NOT USED CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL DRAWING INDEX VI C I N I T Y M A P PROJECT LOCATION ELECTRICAL EE001 ELECTRICAL SYMBOLS AND NOTES E002 ELECTRICAL SPECIFICATIONS E003 ELECTRICAL COMCHECK E060 ELECTRICAL DIAGRAMS E080 ONE-LINE DIAGRAM AND PANELBOARD SCHEDULES E221 LIGHTING PLAN E270 FIXTURE SCHEDULE E301 LEVEL 1 - ELECTRICAL PLAN E302 ROOF - ELECTRICAL PLAN E350 ENLARGED KITCHEN PLAN MECHANICAL / PLUMBING ME001 MECHANICAL COVER SHEET ME002 MECHANICAL SPECIFICATIONS ME003 MECHANICAL SPECIFICATIONS ME501 MECHANICAL DETAILS ME502 MECHANICAL DETAILS ME503 KITCHEN MECHANICAL EQUIPMENT ME504 KITCHEN MECHANICAL EQUIPMENT ME505 KITCHEN MECHANICAL EQUIPMENT ME506 KITCHEN MECHANICAL EQUIPMENT ME507 KITCHEN MECHANICAL EQUIPMENT ME508 KITCHEN MECHANICAL EQUIPMENT ME509 KITCHEN MECHANICAL EQUIPMENT ME510 KITCHEN MECHANICAL EQUIPMENT ME511 GREASE DUCT DETAILS ME601 MECHANICAL SCHEDULES MD101 MECHANICAL DEMO PLAN MD102 ROOF MECHANICAL DEMO PLAN MH101 MECHANICAL PLAN MH102 ROOF MECHANICAL PLAN PE001 PLUMBING COVER SHEET PE501 PLUMBING DETAILS PE502 PLUMBING DETAILS PE601 PLUMBING SCHEDULES PD101 PLUMBING DEMO PLAN - WATER & GAS PD102 PLUMBING DEMO PLAN - WASTE PL101 PLUMBING PLAN - WATER PL102 PLUMBING PLAN - GAS PL103 PLUMBING PLAN - DWV PL104 ROOF PLUMBING PLAN QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS KITCHEN OCCUPANCY LOAD CALULATION PER IBC TABLE 1004.5 NAME LOAD FACTOR OCCUPANTS ASSEMBLY - UNCONCENTRATED (TABLES AND CHAIRS) 153.04 SFDINING AREA / LF 15 SF PER OCC 10.2 ROOM OCCUPANCY 8 LFBOOTH A 1 OCC PER 2 LF 4 BOOTH B ASSEMBLY - STANDING SPACE 49.13 SFORDER 5 SF PER OCC 9.8 KITCHENS, COMMERCIAL 263.75 SFSERVING 200 SF PER OCC 1.8 KITCHENS, COMMERCIAL 871.68 SFKITCHEN 4.4 ** OCCUPANT LOAD CALCULATION OF 1 PERSON FOR EACH 24 INCHES AT THE BACKREST PER 1004.6 OF THE 2018 IBC 8 LF 1 OCC PER 2 LF 4 BOOTH C BOOTH SEATING ** 8 LF 1 OCC PER 2 LF 4 200 SF PER OCC BOOTH SEATING ** BOOTH SEATING ** TOTAL OCCUPANT LOAD FOR EGRESS (POST OCCUPANT LOAD SIGN AT MAIN ENTRY DOOR PER SHEET G101)38.2 (39) OUTDOOR - UNCONCENTRATED (TABLES AND CHAIRS) N/A 11SEATS AVAILABLE TOTAL OCCUPANT LOAD PLUMBING FIXTURES 49.2 (50) AR-985479PH NO L N D WIE S O J W A N G ER I C E N S D RC H I E L ATE C T ST A TE OF I D A H O 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:40:02 PM MO B E T T A H S ( T I ) PR O J E C T I N F O R M A T I O N S H E E T G001 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D ARCHITECTURAL A111 SLAB PLAN A112 FLOOR PLAN A113 REFLECTED CEILING PLAN A114 FINISH PLAN A115 FURNITURE PLAN A121 ROOF PLAN A153 SPECIFICATION - POLISHED CONCRETE A201 EXTERIOR ELEVATIONS A401 ENLARGED FLOOR PLANS (RESTROOMS) A402 INTERIOR ELEVATIONS (BEVERAGE) A403 INTERIOR ELEVATIONS (POS) A404 INTERIOR ELEVATIONS (DRIVE THRU) A501 INTERIOR DETAILS A502 INTERIOR DETAILS (CEILINGS) A512 TYPICAL DINING ELEVATIONS A513 BOOTH WALL A551 MILLWORK DETAILS A611 STANDARD PARTITION TYPES A612 PARTITION HEAD DETAILS A613 STANDARD PARTITION AND FRAMING DETAILS A631 DOOR AND FRAME TYPES A651 TYPICAL MOUNTING HEIGHTS for: MOBETTAHS (TI) 461 N. 2ND E. REXBURG, ID 83440 IFP 11/15/2023 REXBURG, ID GENERAL G001 PROJECT INFORMATION SHEET G002 GENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SYMBOLS G101 CODE REVIEW SHEET G201 GENERAL ACCESSIBILITY REQUIREMENTS G202 GENERAL ACCESSIBILITY REQUIREMENTS ARCHITECTURAL SITE AS101 SITE PLAN *REQUIRED DRINKING FOUNTAINS: THIS RESTAURANT WILL PROVIDE DRINKING WATER IN A CONTAINER FREE OF CHARGE; DRINKING FOUNTAINS SHALL NOT BE REQUIRED. - PER ISPC SECTION 415.2 PROVIDED 1 1 1 1 0* 1 REQUIRED TOTALS 1 1 1 1 0* 1 A-2 50 1: 1-50 2: 51-150 25 1: 1-25 2: 26-50 25 1: 1 -150 2: 151-200 25 1: 1 -150 2:...25 1: 1 -250 2: 251-500 50 1 SERVICE SINK USE LOAD RATIO MALE RATIO FEMALE RATIO MALE RATIO FEMALE RATIO D.F. OCCUPANCY WATER CLOSETS LAVATORIES DRINKING... SERVICE SINK PLUMBING ANALYSIS (IBC TABLE 2902.1 & ISPC TABLE 422.1) DEMO AD101 DEMOLITION PLAN GENERAL NOTES ABOUT ROOF AND ROOF MOUNTED EQUIPMENT 1. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS FOR ROOFTOP EQUIPMENT. 2. PROVIDE CURBS OR PENETRATIONS FLASHING FOR MAKE UP AIR UNIT, EXHAUST HOODS AND OTHER ROOF TOP PENETRATIONS. TIE INTO AND FLASH TO EXISTING ROOF MEMBRANE. COORDINATE WITH ORIGINAL ROOFING CONTRACTOR/MANUFACTURER TO MAINTAIN ROOF WARRANTY 3. EXHAUST HOODS TO BE LOCATED A MINIMUM OF 10'-0" FROM ANY AIR INTAKE 4. ALL ROOF PENETRATIONS NEED TO BE DONE BY THE LANDLORD'S APPROVED CONTRACTOR 5. EXISTING SINGLE-PLY MEMBRANE ROOFING OVER EXISTI NG RIGID ROOF INSULATION AND EXISTING ROOF SHEATHING TO REMAIN; PROVIDE FLASHING AND COUNTER FLASHING AT ALL NEW PENETRATIONS PER MANUFACTURER'S RECOMMENDATIONS FOR MECHANICALLY FASTENED SYSTEM. 6. AT NEW MECHANICAL EQUIPMENT/MAU CURB TO BE SECURED TO ROOF PER MANUFACTURER'S REQUIREMENT; EQUIPMENT MUST SPAN A MINIMUM OF THREE JOISTS; PROVIDE CURB AND CRICKET AS REQUIRED FOR PROPER DRAINAGE; SEE MECHANICAL 7. NEW MECHANICAL EXHAUST FAN/;EQUIPMENT TO BE SECURED TO ROOF PER MANUFACTURER'S REQUIREMENTS; PROVIDE CURB AND CRICKET AS REQUIRED FOR PROPER DRAINAGE. SEE MECHANICAL 8. CONTRACTOR TO PROVIDE ENGINEER STAMPED CONNECTION AND ANCHORAGE DETAILS FOR GREASE EXHAUST FANS AND ROOF TOP EQUIPMENT (SEE DEFERRED SUBMITTALS); PROVIDE ROOF CURB CONNECTION DETAIL FROM CURB TO STEEL ANGLES PROVIDED AROUND THE ROOF OPENI NGS FOR ALL ROOF TOP EQUIPMENT INCLUDING THE SIZE SPACING AND NUMBER OF FASTENERS TO BE USED TO ANCHOR ROOF CURB TO ROOF FRAMING OR STRUCTURAL ANGLE 140 MPH WINDS (PER ASCE 7-16 29.4). SEE DETAIL 11/A502 9. CONTRACTOR TO MODIFY VFD/DRIVE AS REQUIRED TO CONVERT SAVORY PROVIDED MAU TO 208V IN THE FIELD; COORDINATE WITH SAVORY CONSTRUCTION MANAGER AND CAPTIVEAIRE. num. description date ABBREVIATIONS ELECTRICAL SYMBOLS MATERIALS AND TYPES SYMBOLS LEGEND GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE REQUIRED BEFORE AND DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMMENCEMENT 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 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. COORDINATE WITH ADDITIONAL GENERAL NOTES, ENERGY CONSERVATION NOTES, AND STRUCTURAL NOTES. 9. SHOP DRAWINGS WILL BE PROVIDED TO THE CONTRACTOR BY SUPPLIER 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 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 16. (WHERE OCCURS) REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING AND FOUNDATION 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 EQUIPMENT, 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 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 LABELED BELOW GRID IN BACK OF HOUSE. 26. FINISH GRADE TO SLOPE AWAY FROM STRUCTURE 6" MIN. IN FIRST 10' AND 2% THERE AFTER. COORDINATE WITH CIVIL. 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. AIR CONDITIONING ACOUSTICAL ADDENDUM ADJUSTABLE ALLOWABLE ALUMINUM APPROXIMATE BUILDING BLOCK BRICK BUILT-UP BOTH WAYS CAST IRON CONTROL JOINT CEILING CONCRETE MASONRY UNIT COLUMN COMPACTED / COMPOSITE CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DETAIL DRAWING EACH EXHAUST FAN EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELECTRIC / ELECTRICAL ELEVATION EQUAL EXISTING EXTERIOR FLOOR DRAIN FOUNDATION FINISH FLOOR FIRE RATED FOOTING GAS GAUGE GALVANIZED GALVANIZED IRON GRADE GLUE-LAM BEAM GYPSUM BOARD HOSE BIB HEADER HOLLOW METAL HORIZONTAL INSIDE DIAMETER INSULATION INTERIOR IRRIGATION JAMB JOINT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MOISTURE RESISTANT NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OPENING PLYWOOD PAINT PAINTED PAIR ROD AND SHELF RADIUS ROOF DRAIN REGULAR REINFORCED / REINFORCING REQUIRED REVISED ROOM ROUGH OPENING ROUGH-SAWN SOLID CORE SCHEDULE SHEET SIMILAR SPECIFICATION STANDARD STEEL STORAGE STRUCTURAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TOP OF TOP OF FOOTING TOP OF WALL TYPICAL TUBE STEEL UNLESS NOTED OTHERWISE VERTICAL WATER WITH WOOD WATERPROOF WATER RESISTANT WELDED WIRE FABRIC 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 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 A/C ACST ADDM ADJ ALLOW ALUM APPROX BLDG BLK BRK BU BW CI CJ CLG CMU COL COMP CONC CONST CONT CONTR DF DIA DIM DN DTL DWG EA EXF EIFS EJ ELECT ELEV EQ EXIST EXT FD FDN FIN FLR FR FTG G GA GALV GI GRD GLB GYP HB HDR HM HORZ ID INSUL INT IRRG JB JNT MAX MECH MFR MIN MR NIC NTS NO OC OD OFD OPNG PLYWD PNT PNTD PR R&S RAD RD REG REINF REQ'D REV RM RO RS SC SCHED SHT SIM SPEC STD STL STOR STRUCT SYS T&B T&G TO TOF TOW TYP TS UNO VERT W w/ WD WP WR WWF WWM MATERIAL THICKNESS (WHERE APPLICABLE) 3" # AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:51 PM MO B E T T A H S ( T I ) 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 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date WOMEN'S ROOM MEN'S ROOM ALCOVE 656.54 SF KITCHEN 200 4.4 49.13 SF ORDER 5 9.8 BEVERAGE EXIT ACCESS TRAVEL DISTANCE = 58' - 11" EX I T A C C E S S T R A V E L D I S T A N C E = 6 1 ' - 8 " FUNCTION OF SPACE: ASSEMBLY-STANDING SPACE INDICATED WITH SAND HATCH FUNCTION OF SPACE: KITCHEN, COMMERCIAL INDICATED WITH DIAGONAL HATCH FE FE FEC AGG. (1.8+14.5+10.2)=26.5 4.4 26.5 23.7 OCC EXIT 0.2 CF 5" R 34" P 1 2 5 5 5 5 5 5 4 4 153.04 SF DINING 15 10.2 3 4.4 OCC EXIT 0.2 CF 1" R 34" P BOOTHS263.76 SF SERVING 200 1.8 1.8 EGRESS PLAN LEGEND EGRESS PATH NUMBER OF OCCUPANTS THRU DOOR/OPENING 200 OCC EXIT 0.2 CF 25" R 34" P EXIT WIDTH PROVIDED; DOORS MEASURED BETWEEN DOOR FACE AND STOP MINIMUM REQUIRED EXIT WIDTH CAPACITY FACTOR (STAIRS PER 1005.3.1) MAXIMUM OCCUPANT LOAD THRU EXIT FIRE EXTINGUISHER LOCATION 75' MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHERFE 7 ROOM NAME 150 SF 100 XX ROOM NAME ROOM S.F. OCCUPANCY ALLOWANCE OCCUPANT LOAD FEC FIRE EXTINGUISHER CABINET LOCATION 75' MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER AGGREGATE NUMBER OF OCCUPANTS THRU SPACE INSTALL OCCUPANCY SIGNAGE AS DESCRIBED IN DETAIL CONTACT ARCHITECT OF ANY DISCREPANCIES PRIOR TO WORK AGG. 7 /3 A651 KEYNOTES1 1 ACCESSIBLE CUSTOMER TRANSACTION COUNTER 2 MAXIMUM AREA OCCUPANT LOAD SIGN, SEE 3 PROVIDE "EMERGENCY ACCESS" KEY IN THE KNOX BOX IF REQUIRED; KNOX BOX TO BE LOCATED IN APPROVED AREA BY FIRE DEPARTMENT KEY BOX /3 A651 4 OPEN/CLOSED SIGN 5 OCCUPANT LOAD CALCULATION OF 1 PERSON FOR EACH 24 I NCHES AT THE BACKREST PER 1004.6 OF THE 2018 IBC FURNITURE COUNT X 2 = 8 SEATS = 12 SEATS = 4 SEATS TYPE COUNT TOTAL NUMBER OF SEATS 30X48 TABLE 4 -SEAT 4 -SEAT TABLE SIZE INTERIOR 4 -SEAT PICNIC 30X48 TABLE = 24 SEATSINTERIOR SEAT COUNT PER SECTION 1108.2.9.1, AT LEAST 5% ACCESSIBLE SEATING IS TO BE PROVIDED TOTAL SEATS PROVIDED = 2 (1 INT. 1 EXT.) 5% = 1.75 = 4 SEATS = 11 SEATSEXTERIOR SEAT COUNT EXTERIOR = 35 SEATSTOTAL SEAT COUNT X 3 BOOTH 30X48 TABLE X 1 3 -SEAT PICNIC 42X42 TABLE X 1 2 -SEAT PICNIC 42X42 TABLE X 2 = 3 SEATS AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:55 PM MO B E T T A H S ( T I ) CO D E R E V I E W S H E E T G101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 1/4" = 1'-0"1 CODE PLAN 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. HIGHER RATED FIRE WALLS TAKE PRECEDENCE OVER LOWER RATED WALLS AND ARE TO CONTINUE THROUGH ALL SUCH INTERSECTIONS. 5. SEE A100 SHEETS FOR WALL TYPE DESIGNATIONS. 6. SEE A500 SHEETS FOR FIRE PROOFING DETAILS. 7. SEE A600 SHEETS FOR WALL ASSEMBLIES, TOP OF WALL DETAILS, UL LISTINGS, ETC. 8. ALL DOORS ON THE ACCESSIBLE ROUTE OR CIRCULATION PATH BE TESTED FOR A MAX OPENING FORCE OF 5LBS. FIRE MARSHAL NOTES: 1. FOR CLASS I COOKING HOODS, THE FIRE MARSHAL’S OFFICE SHALL CONDUCT SEPARATE INSPECTIONS OF DUCT WORK, DUCT WRAP AND HOOD OPERATION FROM THE BUILDING DEPARTMENT INSPECTION. PLEASE HAVE THE INSTALLATION CONTRACTOR CONTACT THI S OFFICE FOR THE DUCT WORK “LIGHT TEST”, HEAT DETECTOR TEST, AND INSPECTION OF THE DUCT WRAP, MAKE-UP AIR OPERATION, AND GENERAL INSPECTION OF HOOD AND DUCT. ALL INSPECTIONS ARE REQUIRED BEFORE THE SYSTEM CAN BE APPROVED FOR OPERATION ALL INSPECTIONS ARE REQUIRED BEFORE THE SYSTEM CAN BE APPROVED FOR OPERATION (NFPA96, IFC SEC. 901.5. 2. THE EMERGENCY GAS SHUT-OFF VALVE FOR THE HOOD SYSTEM SHALL BE MOUNTED BELOW THE CEILING GRID AND IN AN EASY ACCESSIBLE LOCATION FOR MAINTENANCE. NFPA 96. 3. A MINIMUM 2A10BC EXTINGUISHER(S) SHALL BE MOUNTED AND LABELED FOR EVERY 75 FEET OF TRAVEL DISTANCE. IFC SEC. 906.2. 4. THE HOOD SUPPRESSION SYSTEM TO BE A DEFERRED SUBMITTAL. CONTRACTOR CAN CONTACT FIRE MARSHAL’S OFFICE DIRECTLY IFC SEC 901.2. NORTH num. description date 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≥ ≤ FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION THE PROJECT IS TO MEET THE IBC AND THE ACCESSIBILITY CODES FOR ACCESSIBILITY AS DEFINED BY SHEET G001. 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 DI SCREPANCY, THE ADOPTED CODES AND ENFORCED LAWS TAKE PRECEDENCE. 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) 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 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 48 MIN 30 M I N 76 0 1220 60 MIN 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) 27 M A X 68 5 20 3 0 X < 8 0 LIMITS OF PROTRUDING OBJECTS ICC/ANSI FIG 307.2 POST-MOUNTED PROTRUDING OBJECTS ICC/ANSI FIG 307.3 REDUCED VERTICAL CLEARANCE ICC/ANSI FIG 307.4 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 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:58 PM MO B E T T A H S ( T I ) 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 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 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 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 (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 ALTERNAT E DOOR LOCATIO N (A) ELEVATION 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 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 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:59 PM MO B E T T A H S ( T I ) 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 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 1 2 2 2 3 4 3 4 2 2 ACCESSIBLE PATH TO RIGHT OF WAY 2 2 5 5 5 7 7 6 8 9 10 12 12 AREA OF WORK 11 6" ± 2' - 6" 3' - 0" 5' - 6" 11 13' - 1 5/8" (6 ) 3 ' - 0 " S P A C E S 18 ' - 5 1 / 8 " 7' - 1 5/8" ± 10 ' - 0 " 5 16 16 12 12 12 7' - 0 " 17 17 15 18 191919 20 21 21 16 9 13 14 17 17 22 23 24 21 9' - 0 " 8' - 0 " 18' - 0" 20' R 24' R 10 ' - 6 " 1' - 0 " 7' - 0"4' - 0" 9 2' - 6" 6" ± 6" ± KEYNOTES1 2 EXISTING LANDSCAPE AREA TO REMAIN EXISTING ASPHALT PAVING TO REMAIN EXISTING CONCRETE SIDEWALK TO REMAIN EXISTING DUMPSTER ENCLOSURE TO REMAIN 3 4 1 5 EXISTING ADA SIDEWALK TRANSITION RAMP TO REMAIN EXISTING ELECTRICAL EQUIPMENT TO REMAIN; COORDINATE WITH ELECTRICAL EXISTING GAS METER LOCATION - COORDINATE W/ UTILITY PROVIDER & PLUMBING DRAWINGS 6 8 9 11 10 7 EXISTING ADA PARKING SIGN TO REMAIN EXISTING ADA SYMBOL AND STRIPING TO REMAIN APPROX. LOCATION OF EXISTING GREASE INTERCEPTOR TO REMAIN; COORDINATE WITH PLUMBING 12 13 14 15 EXISTING PAINTED ARROWS/STRIPING TO REMAIN (3) 3/4" CONDUIT RUNS (3) 3/4" CONDUIT RUNS, THROUGH FOUNDATION, STUBBED UP AT INTERIOR POINT OF SALE CABINET PVC LOOP UNDER PAVING PER DETAIL STUBBED UP INSIDE POINT OF SALE CABINET ADD EXTERIOR RAILING ; SEE DETAIL /2 AS101 /3 AS101 16 EXISTING DRIVE-THRU SIGNAGE TO REMAIN 17 EXISTING BOLLARD TO REMAIN 18 EXISTING PYLON SIGN TO REMAIN; PATCH AND REPAIR FOR REUSE; COORDINATE WITH SAVORY CONSTRUCTION MANAGER 19 EXISTING LIGHTING TO REMAIN; PATCH AND REPAIR AS REQUIRED FOR REUSE; COORDINATE WITH ELECTRICAL 20 EXISTING CLEARANCE BAR TO REMAIN 21 EXISTING CONCRETE PAVEMENT TO REMAIN 22 EXISTING ROOF ACCESS LATTER TO REMAIN 23 EXISTING MENU BOARD; COORDINATE WITH SAVORY CONSTRUCTION MANAGER BASE BID:REMOVE EXISTING MENU BOARD AND REPAIR/REPLACE LANDSCAPE AS REQUIRED ALTERNATE:EXISTING MENU BOARD TO REMAIN; PATCH AND REPAIR FOR REUSE 24 EXISTING MENU BOARD WITH CALL BOX; COORDINATE WITH SAVORY CONSTRUCTION MANAGER; PATCH AND REPAIR FOR REUSE 1" 2" 2' - 0 " 2" 7" HSS 4X1 HORIZONTAL HSS 1X1 VERT. OR HSS 4X2 "X" PER ELEVATION L2X2X1/4 1/2 EXPANSION BOLT WITH 5/8 DIA. HOLES IN ANGLE; USE HILTI KWIK BOT TZ2 OR EQUIVALENT WITH 3.1/4" EMBEDMENT EXPANSION BOLT 2' - 9 " 6" CONTRACTOR TO PROVIDE SUBMITTAL FOR REVIEW PRIOR TO ORDERING AND/OR INSTALLATION 36 " T . O . S T E E L HSS 2X2 HORIZONTAL 1"1" EQ 3' - 0"TYPICAL AT CENTER PANELS 3' - 0"EQ HSS 1X1 VERT. EQ (4" O.C MAX) HSS 2X2 HORIZONTAL HSS 2X2 POST TYP. HSS 4X2 TYP. HSS 4X1 HORIZONTALHSS 2X2 HORIZONTAL HSS 1X1 VERT. EQ (4" O.C MAX) 7" T.O. SLAB PER PLAN AR-985479PH NO L N D WIE S O J W A N G ER IC E N S D RC H I E L ATE C T S TA TE O F I D A H O 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 6:41:18 PM MO B E T T A H S ( T I ) SI T E P L A N AS101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3/32" = 1'-0"1 SITE PLAN 6" = 1'-0"3 MAGNETIC LOOP UNDERNEATH PAVING DETAIL OT - O - 0 1 1" = 1'-0"2 RAILING DETAIL 2 num. description date NORTH A 1 2 B 1 1 1 1 1 1 1 1 22 2 2 2 2 2 3 4 4 4 5 6 6 8 8 8 888 9 9 10 11 8 14 16 17 7 12 12 5 47 4 10 4 24 24 24 24 25 10 23 23 HA L F W A L L 7' - 3 3 / 4 " 14 3023 28 28 28 28 27 14 29 18 20 21 28 14 15 18 20 21 14 15 18 20 21 14 15 18 20 21 13 14 18 19 22 14 29 18 20 21 27 26 13 14 18 19 22 26 27 23 26 28 2728 31 32 32 32 KEYNOTES1 1 2 EXISTING STOREFRONT SYSTEM TO REMAIN - DAMAGED STOREFRONT TO BE REPLACED; EXISTING STOREFRONT TO REMAIN SHALL BE CLEANED TO "LIKE-NEW" CONDITION 3 4 5 6 7 EXISTING DOOR BY SHELL PACKAGE TO REMAIN; CONTRACTOR SHALL INSPECT EXISTING DOOR HARDWARE SPECIFIED IN DOOR SCHEDULE ON SHEET A631 8 REMOVE EXISTING FINISHES ON WALL AND FLOOR; CLEAN EXISTING CEILING; PREP FOR NEW FINISHES EXISTING EXTERIOR WALL TO REMAIN REMOVE EXISTING DOOR AND FRAME REMOVE ALL EXISTING EQUIPMENT AND ACCESSORIES AND PREP WALL FOR NEW ACCESSORIES AND FINISHES EXISTING LOCATION OF GAS METERS; COORDINATE WITH PLUMBING & GAS PROVIDER DASHED LINE ABOVE REPRESENTS EXISTING CANOPY ABOVE TO REMAIN 9 10 EXISTING DRIVE-THRU WINDOW TO REMAIN 11 REMOVE EXISTING HOOD; COORDINATE WITH MECHANICAL SALVAGE EXISTING ELECTRICAL PANEL & GEAR; REUSE PANELS IF IN GOOD CONDITION - COORDINATE WITH ELECTRICAL AND SAVORY CONSTRUCTION MANAGER 12 EXISTING WALK-IN DOOR TO REMAIN; CLEAN AND REPAIR AS REQUIRED TO "LIKE-NEW" CONDITION 13 REMOVE EXISTING FLOOR FINISHES IN DINING ROOM INCLU DING ANY ADHESIVE DOWN TO EXISTING CONCRETE; PREP FOR NEW FINISHES 14 15 16 EXISTING ROOF LADDER TO REMAIN 17 EXISTING LOCATION OF MOP SINK; REMOVE EXISTING FIXTURE SURROUNDING WALL; PREP FOR NEW MOP SINK IN EXISTING LOCATION; COORDINATE WITH PLUMBING 18 CONTRACTOR TO REMOVE ALL KITCHEN AND DINING EQUIPMENT FROM THIS SPACE; COORDINATE WITH SAVORY CONSTRUCTION MANAGER 19 CLEAN FACE OF EXISTING WALLS AND PREP FOR SCHEDULED FINISHES RETAIN AND PROTECT EXISTING CEILING GRID AND TILES AT BACK OF HOUSE 20 EXISTING LIGHTS TO REMAIN; COORD. WITH ELECTRICAL RETAIN AND PROTECT EXISTING CEILING GRID AND TILES AT FRONT OF HOUSE 21 RETAIN AND PROTECT EXISTING QUARRY TILE FLOOR AND BASE FINISHES; TRENCH EXISTING CONCRETE AS REQUIRED FOR NEW WORK; COORDINATE WITH FLOOR PLAN 22 REMOVE/SALVAGE EXISTING LIGHT AT FRONT OF HOUSE; COORD. WITH ELECTRICAL 23 REMOVE EXISTING INTERIOR MILLWORK, CABINETS, COUNTERTOPS, BACKSPLASH, SHELVING AND ASSOCIATED HARDWARE 24 EXISTING WALK-IN TO REMAIN; COORDINATE WITH MECHANICAL AND SAVORY CONSTRUCTION MANAGER 25 FREEZER PORTION OF EXISTING WALK-IN TO BE INCORPORATED AS PART OF COOLER 26 REMOVE EXISTING HALF WALLS AS REQUIRED FOR NEW WORK 27 REMOVE EXISTING NON-BEARING INTERIOR WALL IN ITS ENTIRETY; TYPICAL WHERE SHOWN; WALLS TO REMAIN ARE SHOWN SOLI D GRAY 28 EXISTING FLOOR SINK/FLOOR DRAIN TO REMAIN; COORD. WITH PLUMBING 29 REMOVE EXISTING CEILING IN AREA INDICATED WITH DIAGONAL HATCH 30 REMOVE EXISTING WATER HEATER AND EQUIPMENT IN THIS AREA 31 REMOVE END WALLS FROM PREVIOUS OPENING INTO EXISTING WALK-IN TO PROVIDE MIN. 36" CLEAR OPENING 32 REMOVE EXISTING FLOOR SINK; RE-ROUTE TO NEW LOCATION PER SLAB PLAN; COORDINATE WITH PLUMBING DRAWINGS 32 REMOVE LAVATORY AND TOILET; PREP FOR NEW FIXTURE; COORDINATE WITH PLUMBING DRAWINGS AR-985479PH NO L N D WIE S O J W A N G ER IC E N S D RC H I E L ATE C T S TA TE O F I D A H O 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 6:43:10 PM MO B E T T A H S ( T I ) DE M O L I T I O N P L A N AD101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"1 DEMOLITION PLAN NORTH num. description date SLAB PLAN GENERAL NOTES A. ARCHITECTURAL SLAB PLANS SHALL DETERMINE SLAB EDGES; NOTIFY ARCHITECT OF ANY DETAILS INCONSISTENT WITH BUILT CONDITIONS PRIOR TO WORK. B. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS AND KITCHEN DRAWINGS. C. CONTRACTOR TO COORDINATE THE LOCATION OF ALL ROOF DRAINS IN THE FIELD PRIOR TO WORK; NOTIFY ARCHITECT OF ANY DETAILS INCONSISTENT WITH BUILT CONDITIONS PRIOR TO WORK. D. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR OUTLETS WITH OWNER, ARCHITECT AND ELECTRICAL DRAWINGS. E. INSTALL VAPOR BARRIER UNDER SLAB ON GRADE TO MATCH EXISTING. F. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL A 1 2 B 11 ' - 9 " ± V . I . F . 18 ' - 9 3 / 4 " 1 1 1 1 22 2 2 7 4 4 5 5" 5' - 2 " 5" 5' - 7 " 5" 5' - 1 1 " 5" 4' - 1 1 " 6 6 6 6 1' - 7" 3' - 9 " ± V . I . F . 7' - 8 " ± V . I . F . 17 ' - 6 " ± V . I . F . 12' - 8 3/4" V.I.F. 1' - 3" ± 4' - 0" ± V.I.F. 9" ± V.I.F. 10 1/2" ± V.I.F. 1' - 1" 1' - 3" V.I.F. 1' - 3" ± 4' - 4 1/4" ± V.I.F.4' - 1" ± V.I.F. 5' - 6" ± V.I.F. 10 1 / 2 " 2' - 6" 7' - 8 " 6' - 2" 23' - 1" 30' - 11" 4' - 0" ± V.I.F. 3' - 1" ± V.I.F. 7' - 1 " ± V . I . F . 3' - 9 " ± V . I . F . 2 21 2' - 3 " ± V . I . F . 9' - 8 " ± V . I . F . 3 3 8' - 9 " ± V . I . F . 11 ' - 1 " ± V . I . F . 11 ' - 5 " ± V . I . F . 7 7 7 7 10 1010 10 1' - 4" 1' - 4 " 4' - 3 " 2' - 0" 1' - 4 " 4' - 3 " 1' - 4" 2' - 0" 1' - 4" 9 9 9 10 KEYNOTES1 1 EXISTING INTERIOR CONCRETE SLAB ON GRADE TO REMAIN 2 APPROXIMATE LOCATION OF EXISTING FLOOR SINK, V.I.F. COORD. WITH PLUMBING DRAWINGS APPROXIMATE LOCATION OF EXISTING FLOOR DRAIN, V.I.F. COORD. WITH PLUMBING DRAWINGS 3 4 EXISTING FACE OF FINISH 5 6 APPROXIMATE LOCATION OF MOP SINK; COORDINATE WITH PLUMBING 7 8 INFILL TRENCHING IN EXISTING CONCRETE AS REQUIRED; DOWEL INTO EXISTING CONCRETE WITH #5 BARS AT 12" O.C.; MATCH EXISTING" 4" VERTICAL CONDUIT FROM ABOVE STUBBED OUT IN FRONT OF WALL (WITHIN BASE CABINET) COORDINATE WITH PLUMBING; COORDINATE WITH SAVORY CONSTRUCTION MANAGER PRIOR TO WORK. HSS 3"X3"X3/16" WITH STEEL BASE PLATE ANCHORED INTO CONCRETE FOR PARTIAL HEIGHT WALL SUPPORT; COORDINATE WITH DETAIL /4 A613 9 LINE OF EXISTING FOOTING BELOW, V.I.F. 10 APPROXIMATE LOCATION OF NEW FLOOR SINK; COORD. WITH PLUMBING DRAWINGS AR-985479PH NO L N D WIE S O J W A N G ER I C E N S D RC H I E L ATE C T ST A TE OF I D A H O 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:02 PM MO B E T T A H S ( T I ) SL A B P L A N A111 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D DIMENSION NOTES 1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO: A. COLUMN GRID ON CENTERLINES. B. FACE OF GYP. BD. OR SHEATHING C. FACE OF CONCRETE. 2. DOOR LOCATIONS NOT DIMENSIONED ARE: A. JAMB FACE 4" FROM FACE OF STUD. B. CENTERLINE OF DOOR ON CENTERLINE OF ROOM OR CORRIDOR. 3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS. 4. "FINISH FLOOR" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS. 5. VERIFY ALL ROUGH-IN, CONCRETE PAD, OR PLATFORM DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS. 6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE, UNLESS NOTED OTHERWISE. 7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE. 1/4" = 1'-0"1 SLAB PLAN NORTH num. description date CM CM A 1 KITCHEN 104 WOMEN'S ROOM 105 MEN'S ROOM 106 ALCOVE 107 ORDER 101 BEVERAGE 102 DINING 100 2 B A201 2 A201 3 CLOSET 108 A2014 6' - 4"2' - 8"4' - 3"12' - 8 3/4" ± 6' - 8 5 / 8 " ± 3' - 6 " 2' - 7 " 5' - 3 1 / 2 " 2' - 0 1 / 4 " 6' - 2 " 6" 10 ' - 6 5 / 8 " ± 2' - 1 0 3 / 4 " 2' - 9 1 / 4 " 4' - 7 " 2' - 7 1/2"5' - 10 3/4" ±4' - 6" 12' - 7 3/8" ±16' - 3 5/8" ±25' - 11 3/4" ± 56' - 0" V.I.F. 32 ' - 6 " V . I . F . 4' - 7 " ± 10 ' - 3 " ± 7' - 3 " ± 3' - 0 " ± 10 5 106 20 20 20 20 20 20 20 20 20 20 4' - 8 " 18 ' - 1 0 " 7' - 1 0 3 / 4 " ± 20 20 20 25' - 7 1/8" ±10' - 7 1/2" ±18' - 8 1/8" ±202020 10 4 10 8 10 0 B 100A 8' - 5" ±20 6 5/8"54' - 10 3/4" ±; FACE OF FINISH TO FACE OF EXISTING FINISH (V.I.F.)6 5/8" 2' - 8 3 / 4 " 2' - 4 1 / 2 " 3' - 1 0 1 / 4 " 1' - 9 " 4' - 0 " 9' - 4 1 / 2 " 2' - 8 " 4' - 7 3 / 4 " ± 3' - 6" 10' - 10 1/4"7' - 0 3/8"2' - 8"4' - 3"12' - 8 3/4"20 16' - 11 5/8"3' - 10"4' - 9 1/2"7' - 8 3/4"2' - 10 3/4"11' - 0 5/16"7' - 7 13/16" 7' - 10 5/8" ±9' - 1" ±20 20 6 5 / 8 " ± 31 ' - 4 3 / 4 " ± ; F A C E O F F I N I S H T O F A C E O F E X I S T I N G FI N I S H ( V . I . F . ) 6 5 / 8 " ± A401 1 A401 1 A403 10 A404 1 C6 D E3 C B3 C D3 P D3 P D3 P E3 C D3 PD3 PD3 P D3 P E3 C E3 C E3 C E3 C A4023 20 20 E3 C C1 C C 1 12 3 7 7 7 8 9 10 11 12 13 14 16 16 18 18 18 18 18 18 18 18 19 19 19 19 19 19 19 19 21 2121 21 21 21 21 22 22 22 22 SERVING 103 23 5 8' - 11 3/8" 17 B6 C 4 4 5 6 24 EXISTING WALK-IN TO REMAIN EX I S T I N G W A L K - I N T O R E M A I N D3 D D3 D D3 D 2' - 6"FLOOR PLAN GENERAL NOTES: A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. PROVIDE 18" MINIMUM CLEAR FLOOR SPACE AT PULL SI DE OF ALL DOORS. PROVIDE 12" MINIMUM CLEAR FLOOR SPACE AT PUSH SIDE OF ALL DOORS C. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. D. SEE MECHANICAL AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. E. ALL COLORS SELECTIONS AND FINISH MATERIALS AND STYLES SHALL BE COORDINATED WITH OWNER. F. SEE INTERIOR ELEVATIONS ON A400 SERIES SHEETS AND MILLWORK DETAILS ON A550 SERIES SHEETS FOR FINISHES OF MILLWORK BASES, AND COUNTERTOPS. G. FOR REFLECTED CEILING PLAN SEE A113 H. FOR FINISH INFORMATION SEE SHEET A631 FOR DOOR AND WINDOW INFORMATION. I. SEE CUT SHEETS IN SUBMITTAL BOOK FOR ADDITIONAL INFORMATION. J. COORDINATE WITH G000 SERIES SHEETS FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND OTHER ARCHITECTURAL GENERAL INFORMATION. K. SEE SHEET A611 FOR WALL TYPES. L. DO NOT SCALE DRAWINGS. M. SEE SHEET A115 FOR FURNITURE PLAN. N. SEE KITCHEN SHEETS FOR EQUIPMENT PLAN O. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED EQUIPMENT/ACCESSORIES (SHOWN WITH DASHED LINE) P. IN ACCORDANCE WITH IFC 607.4, PROVIDE CABLE TO RESTRAIN GAS-FIRED COOKING APPLIANCES FROM DAMAGING THE GAS CONNECTOR; COORDINATE WITH MECHANICAL DRAWINGS AND THE CONNECTOR/APPLIANCE MANUFACTURER’S INSTRUCTIONS. Q. DATA AND POWER UNDER ALL CABINETS TO STUB OUT IN TOE KICKS AND BE SURFACE MOUNTED TO BACK OF CABINET; COORDINATE WITH ELECTRICAL. R. GAS UNDER HOODS TO STUB OUT AT 18" A.F.F. S. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM. T. ALL FURNITURE PROVIDED BY OWNER; FURNITURE SHOWN FOR GENERAL LAYOUT AND CODE COMPLIANCE COORDINATION ONLY. 1 101 DOOR NUMBER DOOR AND WINDOW TAGS WINDOW TYPE X#m PARTITION TYPE CORE WIDTH TOP OF WALL CONDITIONabc PARTITION MODIFIER(S) WALL TAG NO DEVICE OR DECORATIVE OBJECT LESS THAN 80" A.F.F. SHALL PROJECT MORE THAN 4" FROM ANY WALL IN ANY CIRCULATION PATH OR ACCESSIBLE ROUTE AT WALKING SURFACE OR CIRCULATION ROUTE NO SUSPENDED LIGHT FIXTURE, DECORATIVE ITEM OR SIMILAR DECORATIVE ITEMS SHALL BE INSTALLED LOWER THAN 80" A.F.F. KEYNOTES1 WALL MOUNTED CLASS "K" FIRE EXTINGUISHER; COORDINATE WITH EQUIPMENT SHEETS,CONFIRM LOCATION WITH FIRE MARSHALL.1 2 MOP SINK; COORDINATE WITH PLUMBING DRAWINGS AND EQUIPMENT SHEETS 2A10BC FIRE EXTINGUISHER IN SEMI-RECESSED CABINET; COORDINATE WITH EQUIPMENT SHEETS; SEE DETAIL, CONFIRM LOCATION WITH FIRE MARSHALL, CONTINUE RATING BEHIND CABINET PER DETAIL 5/A501 4 3 21 EXISTING DRIVE UP WINDOW TO REMAIN; BY SHELL PACKAGE EXISTING PERIMETER WALL TO REMAIN (2X6 STUDS AT 16" O.C. WITH BATT INSULATION BY SHELL PACKAGE) 4" VERTICAL CONDUIT FROM ABOVE STUBBED OUT IN WALL (WITHIN BASE CABINET). COORDINATE WITH PLUMBING; PROVIDE DRYER VENTING BOX IN WALL. COORDINATE WITH SAVORY CONSTRUCTION MANAGER PRIOR TO WORK. 6 7 8 5 WATER SOFTENER: COORDINATE WITH EQUIPMENT SHEETS AND PLUMBING. COORDINATE WITH PLUMBING & ELECTRICAL LIGHTING CONTROL PANEL; COORDINATE WITH ELECTRICAL CLEAR -HOLD TO -DIMENSION TO INTERIOR FACE OF PONY WALL ELECTRICAL EQUIPMENT; COORDINATE WITH ELECTRICAL 9 10 11 13 WATER HEATERS (2); COORDINATE WITH EQUIPMENT SHEETS; SEE PLUMBING 12 BULK CO2 TANK; COORDINATE WITH EQUIPMENT SHEETS AND PLUMBING SYRUP RACK (BIB "BAG IN BOX"); COORDINATE WITH EQUIPMENT, PLUMBING AND ELECTRICAL WATER FILTER; COORDINATE WITH EQUIPMENT, PLUMBING AND ELECTRICAL A/V RACK ABOVE LOCKERS; COORDINATE WITH ELECTRICAL; GC/SUPERINTENDENT TO MOUNT A/V RACK 14 EXISTING STOREFRONT SYSTEM / WINDOW TO REMAIN 15 17 DASHED LINE ABOVE REPRESENTS EXISTING CANOPY ABOVE TO REMAIN 18 19 20 DIMENSION TO EXISTING FACE OF FINISH, V.I.F. KEYNOTE NOT IN USE 16 PROVIDE BLOCKING IN WALL AS REQUIRED FOR RESTROOM GRAB BARS INTERIOR FURNITURE COMPONENTS PROVIDED BY OWNER; FFE PACKAGE SHOWN FOR REFERENCE ONLY EXISTING DOOR BY SHELL PACKAGE TO REMAIN; CONTRACTOR SHALL INSPECT EXISTING DOOR HARDWARE & MODIFY AS REQ. TO MATCH HARDWARE SPECIFIED IN DOOR SCHEDULE ON SHEET A631 22 EXTEND EXISTING WALL AS NOTED; MATCH WALL THICKNESS AS REQUIRED 23 INSTALL STAINLESS STEEL AT AREA OF WALLS REMOVED FROM EXISTING WALK-IN; PROVIDE MIN. 36" CLEAR OPENING 24 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:04 PM MO B E T T A H S ( T I ) FL O O R P L A N A112 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"1 FLOOR PLAN FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED DIMENSION NOTES 1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO: A. COLUMN GRID ON CENTERLINES. B. FACE OF GYP. BD. OR SHEATHING C. FACE OF CONCRETE. 2. DOOR LOCATIONS NOT DIMENSIONED ARE: A. JAMB FACE 4" FROM FACE OF STUD. B. CENTERLINE OF DOOR ON CENTERLINE OF ROOM OR CORRIDOR. 3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS. 4. "FINISH FLOOR" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS. 5. VERIFY ALL ROUGH-IN, CONCRETE PAD, OR PLATFORM DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS. 6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE, UNLESS NOTED OTHERWISE. 7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE. NORTH num. description date A 1 WOMEN'S ROOM 105 ALCOVE 107 2 B W-1 8' - 0" ACT-2 8' - 10" 8' - 6" P-2 8' - 6" 8' - 6" P-2 8' - 6" P-2 P-2 MEN'S ROOM 106 GB-1 8' - 0" P-5 ACT-1 9' - 4" GB-1 8' - 0" P-5 KITCHEN 104 3' - 0 " 3' - 0" EQ EQ DINING 100 EQ EQ EQ EQ EQ EQ ACT-2 8' - 10" ACT-2 8' - 10" 5 A502 5 A502 5 A502 1 1 1 1 1 1 2 2 3 3 3 3 5 6 6 6 7 7 8 8 8 8 3' - 0 " 13 W-1 8' - 0" W-1 8' - 0" W-1 8' - 0" 4 5' - 2 " A3 C 9' - 0" P-2 5ACT-3 8'-10" ACT-3 8'-10" ACT-3 8'-10" ACT-3 8'-10" REFLECTED CEILING PLAN GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE OWNER AND ARCHITECT. B. MECHANICAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND CEILING SUBCONTRACTORS SHALL COORDINATE THEIR WORK. IN CASE OF CONFLICT, THE REFLECTED CEILING PLAN SHALL TAKE PRECEDENCE. C. COORDINATE WITH MECHANICAL AND ELECTRICAL FOR ADDITIONAL REQUIREMENTS. D. FOR TYPICAL SEISMIC BRACING SEE DETAILS E. FOR TYPICAL SEISMIC LIGHT BRACING SEE DETAIL F. FOR TYPICAL WALL BRACING SEE DETAIL G. CEILING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR H. DO NOT SCALE DRAWINGS. I. ALL ELECTRICAL EQUIPMENT SHALL BE NEW. SUB-CONTRACTOR TO PROVIDE COPY OF DATED SALES RECEIPT IF REQUIRED BY THE OWNER. J. IF FIRE SPRINKLER SYSTEM IS REQUIRED; GENERAL CONTRACTOR SHALL PROVIDE THREADED RECESSED FIRE SPRINKLER ESCUTCHEONS AT ALL LOCATIONS;COORDINATE WITH PLUMBING. K. COORDINATE FINAL SECURITY AND SPEAKER LOCATIONS WITH OWNER L. THE USE OF NON-METALLIC SHEATHED CABLE (ROMEX) IS NOT PERMITTED TO BE INSTALLED WITHIN DROPPED OR SUSPENDED CEILING ASSEMBLIES, NEC 334.12. M. INSTALLATION OF CEILING GRID SYSTEM MUST COMPLY WITH ASTM E580, C636; INCLUDING THE SECURING OF THE LIGHTING FIXTURES AND HVAC TERMINALS, (HEAVY DUTY GRID ONLY); COORDINATE WITH NOTES D AND E ABOVE. /2 A502 C-1 1'-0" CEILING MATERIAL CEILING HEIGHT 1'-0"CEILING HEIGHT CEILING TAG E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG /8 A612 /4 A502/3 A502 REFLECTED CEILING PLAN GENERAL NOTES NOTE: 1. PAINT ALL GRILLES / DIFFUSERS IN CEILING TO MATCH ADJACENT CEILING COLOR 2. SEE SHEET A114 FOR FINISH SCHEDULE AND PAINT COLORS REUSE SALVAGED CEILING GRID AND TILES AT FRONT OF HOUSE; (REPLACE MISSING AND BROKEN TILES AND GRID AS REQUIRED; MATCH EXISTING) ALTERNATE: INSTALL NEW TILE AT FRONT OF HOUSE WITH ARMSTRONG FINE FISSURED SQUARE LAY-IN 1728 GRID AND TILE COLOR IVORY (IV) ACT-1 ACT-2 /6 A502 /4 A502 REUSE SALVAGED CEILING GRID AND TILES AT BACK OF HOUSE;PAINT EXISTING OVER WITH 1 COAT OF KILZ AND 2 COATS OF SW #7005 SEMI-GLOSS "PURE WHITE" (REPLACE MISSING AND BROKEN TILES AND GRID AS REQUIRED USING 2'X4' VINYLROCK GYP LAY-IN PANELS NON-PERFORATED STIPPLE WHITE FACE - NONABSORBENT SURFACE SUSPENDED CEILING TILE IN 2'X4' GRID SYSTEM; COLOR WHITE) SEE DETAILS EXISTING GYP. BD. TO REMAIN; PAINT AS NOTEDGB-1 EXISTING CEILING PANELS PROVIDED BY WALK-IN COOLER/FREEZER MANUFACTURER; REPLACE/REPAIR AS NECESSARY W-1 NO DEVICE OR DECORATIVE OBJECT LESS THAN 80" A.F.F. SHALL PROJECT MORE THAN 4" FROM ANY WALL IN ANY CIRCULATION PATH OR ACCESSIBLE ROUTE AT WALKING SURFACE OR CIRCULATION ROUTE NO SUSPENDED LIGHT FIXTURE, DECORATIVE ITEM OR SIMILAR DECORATIVE ITEMS SHALL BE INSTALLED LOWER THAN 80" A.F.F. ACT-3 /6 A502 /4 A502 REINSTALL SALVAGED CEILING GRID AND TILES AT BACK OF HOUSE;PAINT EXISTING OVER WITH 1 COAT OF KILZ AND 2 COATS OF SW #7005 SEMI-GLOSS "PURE WHITE" (REPLACE MISSING AND BROKEN TILES AND GRID AS REQUIRED USING 2'X4' VINYLROCK GYP LAY-IN PANELS NON-PERFORATED STIPPLE WHITE FACE - NONABSORBENT SURFACE SUSPENDED CEILING TILE IN 2'X4' GRID SYSTEM; COLOR WHITE) SEE DETAILS ELECTRICAL/MECHANICAL LEGEND NOTE: 1. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS LIGHT IN CEILING GRID RECESSED LIGHT, PLEASE SEE DETAIL FOR TYPICAL CAN LIGHT PLACEMENT WITHIN CEILING TILE SUPPLY DIFFUSER EXHAUST FAN RETURN AIR DIFFUSER CEILING MOUNTED SPEAKER; NOT SHOWN; COORDINATE WITH ELECTRICAL SECURITY CAMERA; CEILING MOUNTED; NOT SHOWN; COORDINATE WITH ELECTRICAL DIRECTIONAL FIXTURES; COORD. WITH ELECTRICAL; DINING TRIMS TO BE BLACK SECURITY CAMERA; WALL MOUNTED; NOT SHOWN; COORDINATE WITH ELECTRICAL TYPE I HOOD; SEE MECHANICAL DRAWINGS; NO COMBUSTIBLE MATERIALS INCLUDING COUNTERS, EQUIPMENT OR APPLIANCES SHALL BE PLACED ADJACENT ANY COOKING APPLIANCE UNDER THE TYPE 1 HOODS OR AGAINST ANY GREASE HOOD OR GREASE DUCT; ACOUSTICAL CEILING TILES, GYP. BD. CEILINGS, LIGHT FIXTURES AND DUCTWORK WITH COMBUSTIBLE INSULATION SHALL NOT BE PLACED WITHIN 18" OF TYPE 1 HOOD. STOP GRID CEILING AT HOOD PERIMETER KEYNOTES1 1 2 3 4 EXISTING LIGHTING AT WALK- IN TO REMAIN; REPLACE ANY BROKEN/ MISSING LIGHTS NO CEILING AT THIS LOCATION; OPEN TO STRUCTURE ABOVE CENTER LIGHT IN GRID TYP., UNLESS OTHERWISE DIMENSIONED 5 FESTOON LIGHTING MOUNTED TO WALL ABOVE STOREFRONT AT 9'-4" BULKHEAD AT DINING AREA PROVIDE 18" SAG 6 7 SIGNAGE/MENU BOARDS, OFOI 8 LARGE RATTAN PENDANT CENTERED ON TABLE BELOW TRACK LIGHTING; MOUNT DIRECTLY UNDER CEILING AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:05 PM MO B E T T A H S ( T I ) RE F L E C T E D C E I L I N G P L A N A113 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"3 REFLECTED CEILING PLAN NORTH num. description date A114 2 A1143 4 5 A404 43 A403 2 4 A401 2 3 4 5 A401 7 8 9 6 2 A402 2 A4033 P-1W-5W- 5 W-5 W-5 W- 5 W-5 W- 2 W-1 W-1 W-1 W-1 W- 1 P- 1 P-1 W-1 P-1 W-1 P-2 P-2 A402 FRP-1 FR P - 1 FR P - 1 FRP-1 FR P - 1 FRP-1 FR P - 1 FRP-1 P-2 FRP-1 A403 5 3 FRP-1 FRP-1 FR P - 1 FRP-1 FR P - 1 FR P - 1 FR P - 1 FR P - 1 FRP-1 MP-04 FR P - 1 MP - 0 2 MP-01 PAST HOOD 18" MP - 0 1 PA S T H O O D 18 " WP-1 WP-1 WP-1 WP-1 MG-05 MG-05 MG-05 MG-02 MG-02 MG-02MG-02 MG-02 MG-02 MG-01 MG-01 MG-01 MG-04 ABOVE MG-01 BELOW MG-01 MG-02 MG-02 MG-01 MG-02 MG-02MG-01 MG-01 MG-01 MG-01 1 1 3 5 5 6 BO T H S I D E S 8 8 8 6 7 DINING 100 PC-1 W-1 P-2 W-3 P-1P-1 SERVING 103 QT-1 QTB-1 FRP-1 FRP-1 FRP-1FRP-1 KITCHEN 104 QT-1 QTB-1 FRP-1 FRP-1 FRP-1FRP-1 CLOSET 108 SC-1 RB-1 P-5 P-5 P-5P-5 MEN'S ROOM 106 FT-1 SB-1 P-1, WT-1 P-1, WT-1 P-1, WT-1 P-1, WT-1 WOMEN'S ROOM 105 FT-1 SB-1 P-1,WT-1P-1, WT-1 P-1, WT-1 P-1, WT-1 ALCOVE 107 PC-1 W-1 P-1 P-2 N/AP-1 MP-01 MB-1 MF-1 MB-1 MF-1 MB-1 MF-1 MB-1 MF-1 2 4 2 4 2 2 MG-02 MG-02 FINISH FLOOR PLAN GENERAL NOTES A. 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. B. ALL PRODUCTS ARE TO BE PROVIDED AND INSTALLED PER MANUFACTURERS PUBLISHED REQUIREMENTS AND FASTENED AND ADHERED ACCORDING TO APPROVED METHODS. C. ALL EXPOSED SURFACES ARE TO BE PREPARED TO RECEI VE NEW FINISHES. D. 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. E. ALL PAINT IS TO CONTINUE FROM BASE OF WALL TO TOP OF WALL AND EDGE OF WALL TO EDGE OF WALL UNLESS NOTED OTHERWISE. F. CONTRACTOR TO REPORT ANY DISCREPANCIES IN PRODUCT QUALITY TO ARCHITECT FOR REVIEW AND APPROVAL. G. COMMENCEMENT OF WORK ON ANY SURFACE BY THE CONTRACTOR MEANS ACCEPTANCE OF THOSE SURFACES. H. REFER TO SHEET A500 SERIES SHEETS FOR INTERIOR DETAILS. I. REFER TO SHEET A400 SERIES SHEETS FOR INTERIOR ELEVATIONS. J. REFER TO SHEET A113 FOR REFLECTED CEILING PLANS. K. FLOOR TRANSITION HEIGHTS NOT TO EXCEED 1/4" MAXI MUM. PROVIDE APPROPRIATE TRANSITION AT EACH LOCATION WHERE FLOOR MATERIAL CHANGES. L. EQUIPMENT NOT SHOWN FOR CLARITY M. RUN FLOORING UP TO MILLWORK AND UNDER OPEN COUNTERTOPS. N. SEE SHEET A111 FOR FLOOR DRAINS, FLOOR SINKS, AND TROUGH DRAIN LOCATIONS O. ALL FURNITURE PROVIDED BY OWNER; FURNITURE SHOWN FOR GENERAL LAYOUT AND CODE COMPLIANCE COORDINATION ONLY. INTERIOR FINISH LEGEND E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" ROOM NAME 101 BASE UPLEFTDOWNRIGHT ROOM NAME ROOM NUMBER FLOOR FINISH TYPE BASE FINISH TYPE WALL FINISH FOR CORRESPONDIN G WALLS FLOOR BASE FINISH SCHEDULE MARK MATERIAL DESCRIPTION RB-1 RUBBER BASE 6"; JOHNSONITE; THERMOSET; BLACK MP-03 BLACK METAL SEE INTERIOR METAL SCHEDULE ON SHEET A114 SB-1 SCHLUTER COVE DILEX @AHKA80AT, 3/8" RADIUS; SATIN NICKEL ANODIZED ALUMINUM SB-2 DECO; AE 80D; 5/16"; SATIN ANODIZED ALUMINUMSCHLUTER MB-1 WALK-IN MANUF. SUPPLIED BASEWALK-IN BASE QTB-1 EXISTING; IN NEW LOCATIONS MATCH EXISTINGQUARRY TILE BASE FLOOR FINISH SCHEDULE MARK MATERIAL LEGEND DESCRIPTION EXIST. QUARRY TILE POLISHED CONC. SEALED CONC. EXISTING QUARRY TILE TO REMAIN; PATCH AND REPAIR AS REQUIRED; INSTALL NEW QUARRY TILE TO MATCH EXISTING POLISHED CONCRETE FLOOR & PROVIDE CODE MINIMUM SLIP RESISTANCE; PROVIDE DYE PER SAVORY CONSTRUCTION MANAGER. COORDINATE WITH SHEET A153 EXISTING SEALED CONC. TO REMAIN QT-1 PC-1 SC-1 WALK-IN FLOOR MANUF. SUPPLIED FLOORMF-1 PORCELAIN BASE BID:FLOOR TILE; AMERICAN OLEAN; THEORETICAL; COLOR CREATIVE GRAY TH96; 11-5/8" X 23-3/8"; GROUT-MAPEI #27 SILVER; ASHLAR INSTALLATION. APPROVED ALTERNATE:EMSER NETWORK GRAY 12X23; CUSTOM GROUT SHADOW #644 FT-1 WALK-IN WALL & PAINT FINISH SCHEDULE MARK MATERIAL DESCRIPTION FRP (WHITE)WHITE; SMOOTH; FULL HEIGHT OR AS SHOWN SEE DETAIL P-3 PAINT (OFF WHITE) SW #7571 "CASA BLANCA" ; SEMI-GLOSS AT DOOR AND FRAME P-1 SW #6178 "CLARY SAGE" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL PAINT (LIGHT GREEN) PAINT (OFF WHITE)P-2 P-4 PAINT (SIMULATED RUST) DINING CANOPY MG-##METAL GUARD SEE INTERIOR METAL; SCHEDULE ON SHEET A114 MP-##METAL PANEL MS-##METAL SURFACE SIMULATED RUST FINISH ON DINING CANOPY CORRUGATED PANELS; SIMULATE RUST WITH VINEGAR-PEROXIDE-SALT SOLUTION (TOP ONLY); ALLOW TIME FOR CORROSION TO BE REVIEWED BY ARCHITECT AND OWNER BEFORE INSTALLATION; FRP-1 /1 A501 SW #7571 "CASA BLANCA" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL P-5 PAINT (PURE WHITE) SW #7005 "PURE WHITE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL SEE INTERIOR METAL; SCHEDULE ON SHEET A114 SEE INTERIOR METAL; SCHEDULE ON SHEET A114 P-6 PAINT (BLACK) SW #6258 "TRICORN BLACK"; SEMI-GLOSS AT DOOR AND FRAME GB-1 GYP. BD. MUD/TAPE/SANDED -NO PAINT P-7 PAINT (CANOPY STEEL) SW #7047 "PORPOISE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL *TYPICAL SEAL ALL GROUT WITH COMMERCIAL SEALER WP-1 WALK-IN PANEL WALL PANELS PROVIDED BY WALK-IN COOLER/MANUF. WT-1 WALL TILE* (FIELD) W-2 DINING WAINSCOT PARTIAL HEIGHT DINING WAINSCOT; PAINT P-2; HARDWOOD CAP STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAIL SE-1 SCHLUTER EDGE JOLLY A 80 AT; SATIN NICKEL ANODIZED ALUMINUM BASE BID:WALL TILE; DALTILE; COLOR SANTORINI MY90; 4" X 12" UNDULATED; GROUT- MAPEI #27 SILVER APPROVED ALTERNATE: EMSER CATCH ICE GLOSSY 3"X12"; GROUT- MAPEI #27 SILVER KNOTTY BARNSIDE PANEL PAINTED W-1 L.P. ABT KNOTTY BARNSIDE, LOWES ITEM #15601, SEE DETAILS /1 A512 WC-1 WALLCOVERING WALL COVERING ABOVE WAINSCOT; WOLF GORDON; SAMOA PALM; GOH 32260677 W-3 DINING BOARD AND BATTEN DINING BOARD AND BATTEN; PAINT P-1; PROVIDE 1/2" PLYWOOD BACKING IN WALL FOR BATTENS SEE DETAILS; W-4 DINING FAUX STUD WALL NOT USED W-5 POS WAINSCOT /3 A551 /4 A512 /1 A513 POS WAINSCOT ; STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAILS /3 A512 /3 A512 OW N E R I N S T A L L E D ; C O N T R A C T O R TO S T A I N A N D P A I N T P-8 PAINT OVER EXIST. (WHITE) 1 COAT OF KILZ; 2 COATS SW #7005 SEMI-GLOSS "PURE WHITE" COUNTERTOP / MILLWORK SCHEDULE MARK MATERIAL DESCRIPTION P. LAM. COUNTERTOP; WILSONART BRONZE LEGAXY STAINLESS STEEL COUNTER COORDINATE WITH INTERIOR METAL SCHEDULE ON SHEET A114 & DETAILS ON A400 SERIES SHEETS QUARTZ COUNTERTOP; CORIAN; CARBON CEMENT; 3CM BASE CABINET; WILSONART; ACORN VELVET ELM CT-01 CT-02 CT-03 CB-01 P-LAM KEYNOTES1 1 2 3 NO THRESHOLD IN THIS LOCATION; COORDINATE WITH FINISH SCHEDULE 4 5 EXISTING THRESHOLD AT EXISTING WALK-IN OPENING TO REMAIN TERMINATE FRP EDGE AT EMPLOYEE SIDE OF SERVING LINE SOFFIT ABOVE EXISTING WALL-IN DOOR TO REMAIN 8 PROVIDE QUARRY TILE TO CONCRETE TRANSITION VERTICAL SURFBOARDS WITH ROPE WALL MOUNT SYSTEM; BASIS OF DESIGN: GNARWALL S-HOOK BIRCH WALL HOOK WITH DECORATIVE ROPES; COORDINATE WITH SAVORY CONSTRUCTION MANAGER 6 PROVIDE MILD DISTRESSED PAINT FINISH PER /6 A114 7 INTERIOR FURNITURE COMPONENTS PROVIDED BY OWNER; FFE PACKAGE SHOWN FOR REFERENCE ONLY W-3 W-1 W-5 W-1 105 P-1 P-1 P-2 A402 2 MP-03 P-2P-1 6' - 8 " M I N . H E I G H T 3 A513 W-2 W-1 OPEN TO BEYOND P-2 P-2 OPEN TO BEYOND A513 1 P-2 EQEQ 100B P-1 P-1 P-1 W-1W-1 EQ EQ 6' - 8 " M I N . H E I G H T 3 A513 EQ EQ EQ EQ 100A P-1 W-1 P-1 W-1 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:08 PM MO B E T T A H S ( T I ) FI N I S H P L A N A114 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"1 FLOOR FINISH PLAN 3. CAULK ALL EXPOSED EDGES AND SEAMS AS REQUIRED; COLOR-CLEAR 2. SHEET SIZES LISTED ARE APPROXIMATE; FIELD VERIFY ALL CONDITIONS PRIOR TO ORDERING MATERIALS. 1. METAL SHALL BE SURFACE-LAMINATED TO WALLS; MECHANICAL FASTENING IS NOT PERMITTED UNLESS NOTED OTHERWISE. INTERIOR METAL SCHEDULE GENERAL NOTES: MS-04 BEVERAGE COUNTER PER PLAN VARIES 1 1/2" 16 #4 SATIN BUILT-IN TRASH HOLE; COORDINATE WITH A400 SERIES SHEETS MS-03 STAINLESS STEEL CAP CAP PER PLAN 8" 1" 16 #4 SATIN MS-02 BEVERAGE (FLOOR SINK) COLLAR - - 2" 16 #4 SATIN COORDINATE WITH MILLWORK SUPPLIER MS-01 BEVERAGE COUNTER PER PLAN VARIES 1 1/2" 16 #4 SATIN 6" BACKSPLASH; 3 SIDES; BUILT IN TRASH HOLE; COORDINATE WITH A400 SHEETS MARK LOCATION TYPE LENGTH DEPTH EDGE GAUGE FINISH REMARKS MG-05 SERVING LINE U-CHANNEL 2'-8 1/2" 2" PER PLAN 18 #4 SATIN 90° ANGLES MG-04 SERVICE (HOOD CLOSURE) VERTICAL TRIM 40"± 2" 2 18 #4 SATIN 90° ANGLE TO CLOSE GAP AT HOOD AND WING WALL MG-03 KITCHEN / SERVICE U-CHANNEL - 2" PER PLAN 18 #4 SATIN FULL WRAP EDGES OF OPENING; STAINLESS STEEL MG-02 KITCHEN / SERVICE CORNER GUARD 10'-0" 2" PER PLAN 18 #4 SATIN 90° ANGLE MG-01 KITCHEN / SERVICE U-CHANNEL 10'-0" 2" PER PLAN 18 #4 SATIN 90° ANGLES SIZE UNITS MARK LOCATION TYPE HEIGHT WING NO. OF GAUGE FINISH REMARKS MP-04 KITCHEN (MOP SINK) WALL FLASHING 3 36" x REQ AS REQ 18 #4 SATIN INSTALL TRIM AT PERIMETER EDGES AND FIELD JOINTS MP-03 BEVERAGE & POS COUNTER BASE FINISH 3 AS REQ 18 SATIN BLACK POWDER COAT MP-02 SERVICE WALL FLASHING 3 4x10 AS REQ 18 #4 SATIN INSTALL TRIM AT PERIMETER EDGES AND FIELD JOINTS MP-01 KITCHEN WALL FLASHING 1 4x10 3 18 #4 SATIN INSTALL TRIM AT PERIMETER EDGES AND FIELD JOINTS SURFACES SHEETS MARK LOCATION TYPE NO. OF SHEET SIZE NO. OF GAUGE FINISH REMARKS INTERIOR METAL SCHEDULE 1/4" = 1'-0"6 SAMPLE OF MILD DISTRESSED PAINT FINISH NORTH 3/16" = 1'-0"2 DINING ROOM ELEVATION 1 3/16" = 1'-0"3 DINING ROOM ELEVATION 2 3/16" = 1'-0"4 DINING ROOM ELEVATION 3 3/16" = 1'-0"5 DINING ROOM ELEVATION 4 num. description date 1 1 1 1 1 1 1 2 2 2 3 4 ABOVE 5 5 6 7 7 8 9 10 11 12 12 13 13 13 14 DINING 100 PC-1 W-1 P-2 W-3 P-1P-1 16 15 15 15 SERVING 103 QT-1 QTB-1 FRP-1 FRP-1 FRP-1FRP-1 KITCHEN 104 QT-1 QTB-1 FRP-1 FRP-1 FRP-1FRP-1 COUNTERTOP / MILLWORK SCHEDULE MARK MATERIAL DESCRIPTION P. LAM. COUNTERTOP; WILSONART BRONZE LEGAXY STAINLESS STEEL COUNTER COORDINATE WITH INTERIOR METAL SCHEDULE ON SHEET A114 & DETAILS ON A400 SERIES SHEETS QUARTZ COUNTERTOP; CORIAN; CARBON CEMENT; 3CM BASE CABINET; WILSONART; ACORN VELVET ELM CT-01 CT-02 CT-03 CB-01 P-LAM INTERIOR FINISH LEGEND E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" ROOM NAME 101 BASE UPLEFTDOWNRIGHT ROOM NAME ROOM NUMBER FLOOR FINISH TYPE BASE FINISH TYPE WALL FINISH FOR CORRESPONDIN G WALLS FLOOR FURNITURE PLAN GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. ALL COLORS SELECTIONS AND FINISH MATERIALS AND STYLES SHALL BE COORDINATED WITH OWNER. C. MILLWORK SHOWN DASHED CLARITY. D. EQUIPMENT NOT SHOWN FOR CLARITY E. RUN FLOORING UP TO MILLWORK AND UNDER OPEN COUNTERTOPS. F. COORDINATE COUNTERTOP FINISHES WITH G. COORDINATE WITH INTERIOR ELEVATIONS ON A250 SERI ES SHEETS AND MILLWORK DETAILS ON A550 SERIES SHEETS H. PAINTED DOOR TRIM COLOR SEE DOOR SCHEDULE. I. ALL FURNITURE PROVIDED BY OWNER; FURNITURE SHOWN FOR GENERAL LAYOUT AND CODE COMPLIANCE COORDINATION ONLY. KEYNOTES INTERIOR BLINDS 1 1 2 3 4 MANAGER'S SAFE (BELOW COUNTER); BOLT & SILICONE TO FLOOR, COORDINATE WITH EQUIPMENT PLAN AND SCHEDULE. 5 SUSPENDED SIGN ORDER/PICK UP (30"x15") 6 7 FREE-STANDING TABLE 8 9 10 11 12 13 14 STAINLESS STEEL COAT HOOK AT INTERIOR OF RESTROOM DOOR HAWAIIAN FLAG FOUNDER'S STORY WALL MOUNTED MENU HOLDER CUSTOMER QUEUE SNEEZE GUARD, SEE /5 A551 CARRY-OUT SHELVING; REFER TO DETAILS ON SHEET A404 FIXED/BOLTED DOWN TABLE BASE 4 SEAT ADA BOOTH 4 SEAT BOOTH VERTICAL SURFBOARDS WITH ROPE WALL MOUNT SYSTEM; BASIS OF DESIGN: GNARWALL S-HOOK BIRCH WALL HOOK WITH DECORATIVE ROPES; COORDINATE WITH SAVORY CONSTRUCTION MANAGER 15 EXISTING CONCRETE PICNIC TABLE TO REMAIN 16 INTERIOR FURNITURE COMPONENTS PROVIDED BY OWNER; FFE PACKAGE SHOWN FOR REFERENCE ONLY FURNITURE COUNT X 2 = 8 SEATS = 12 SEATS = 4 SEATS TYPE COUNT TOTAL NUMBER OF SEATS 30X48 TABLE 4 -SEAT 4 -SEAT TABLE SIZE INTERIOR 4 -SEAT PICNIC 30X48 TABLE = 24 SEATSINTERIOR SEAT COUNT PER SECTION 1108.2.9.1, AT LEAST 5% ACCESSIBLE SEATING IS TO BE PROVIDED TOTAL SEATS PROVIDED = 2 (1 INT. 1 EXT.) 5% = 1.75 = 4 SEATS = 11 SEATSEXTERIOR SEAT COUNT EXTERIOR = 35 SEATSTOTAL SEAT COUNT X 3 BOOTH 30X48 TABLE X 1 3 -SEAT PICNIC 42X42 TABLE X 1 2 -SEAT PICNIC 42X42 TABLE X 2 = 3 SEATS AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:11 PM MO B E T T A H S ( T I ) FU R N I T U R E P L A N A115 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"1 FURNITURE PLAN NORTH num. description date ROOF PLAN GENERAL NOTES 1. ROOF PLAN FOR REFERENCE ONLY. REFER TO SHELL DRAWING FOR ROOF AND BUILDING EXTERIOR INFORMATION. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT. 2. REFER TO SHELL STRUCTURAL DRAWINGS FOR ROOF FRAMING AND DETAILS FOR ROOF PENETRATIONS AND LOADING. 3. ROOF TOP HVAC UNITS AND CURBS ARE PROVIDED AS PART OF SHELL. 4. PROVIDE CURBS OR PENETRATIONS FLASHING FOR MAKE UP AIR UNIT. EXHAUST HOODS AND OTHER ROOF TOP PENETRATIONS. TIE INTO AND FLASH TO EXISTING ROOF MEMBRANE. COORDINATE W/ ORIGINAL ROOFING CONTRACTOR / MANUFACTURER TO MAINTAIN ROOF WARRANTY. 5. EXHAUST HOODS TO BE LOCATED A MINIMUM OF 10'-0" FROM ANY AIR INTAKE 6. ALL ROOF PENETRATIONS NEED TO BE DONE BY THE LANDLORD’S APPROVED CONTRACTOR A 1 2 B RTU-1 MAU-1 RTU-2 7 EXISTING ROOF SLOPE TO REMAIN EXISTING ROOF SLOPE TO REMAIN EXISTING ROOF SLOPE TO REMAIN 1 2 3 3 3 5 5 2 2 2 6 4 4 4 8 KEYNOTES1 NEW MECHANICAL EQUIPMENT/MAU ; SECURE CURB TO ROOF PER MANUFACTURER'S REQUIREMENT; EQUIPMENT MUST BE SPAN A MINIMUM OF THREE JOISTS; PROVIDE CURB AND CRICKET AS REQUIRED FOR PROPER DRAINAGE; SEE MECHANICAL 1 NEW MECHANICAL EXHAUST FAN/EQUIPMENT; SECURE TO ROOF PER MANUFACTURER'S REQUIREMENTS; PROVIDE CURB AND CRICKET AS REQUIRED FOR PROPER DRAINAGE. SEE MECHANICAL 2 EXISTING LEADER HEAD AND DOWN SPOUT TO REMAIN3 PROVIDE FLASHING AND REPLACE ROOFING AS REQUIRED TO PROVIDE WATER TIGHT ASSEMBLY AT EXISTING SCUPPER THRU PARAPET 4 EXISTING KICKERS TO REMAIN5 PROVIDE NEW ADDITIONAL LVL OR TRUSSES NEXT TO EXISTING TRUSSES; COORDINATE WITH STRUCTURAL DETAILS AND CALCULATIONS SEE DETAILS 6 EXISTING PARALLAM TO REMAIN7 8 EXISTING ROOF ACCESS LADDER TO REMAIN /2 A121 /3 A121 /4 A121 /5 A501 /6 A501 /7 A501 /8 A501 (REFERENCE FROM STRUCTURAL CALCULATIONS) (REFERENCE FROM STRUCTURAL CALCULATIONS) (REFERENCE FROM STRUCTURAL CALCULATIONS) AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:12 PM MO B E T T A H S ( T I ) RO O F P L A N A121 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"1 ROOF PLAN num. description date NORTH NOT TO SCALE4SIDE WALL FRAMING AT PICK UP WINDOW (SHELL REF. DRAWING) NOT TO SCALE2TRUSS BID ALTERNATES NOT TO SCALE3MINIMUM NAILING SCHEDULE PROVIDE DYE AS SELECTED BY SAVORY CONSTRCTION MANAGER ULTRA VIOLET LIGHT AND WATER SPRAY: ASTM G23-81 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:34:02 PM MO B E T T A H S ( T I ) SP E C I F I C A T I O N - P O L I S H E D C O N C R E T E A153 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 12" = 1'-0"1 SPEC - URETHANE CEMENT FLOOR Copy 1 num. description date KEYNOTES NEW BUILDING SIGNAGE TO BE SUBMITTED UNDER A SEPARATE PERMIT 1 1 2 CO2 FILL BOX; COORDINATE WITH OWNER 3 EXISTING ELECTRICAL EQUIPMENT; COORDINATE WITH ELECTRICAL GC PROVIDE ITEMIZED PRICING FOR ALL EXTERIOR BUILDING IMPROVEMENTS 4 EXISTING STOREFRONT/WINDOW TO REMAIN - DAMAGED STOREFRONT TO BE REPLACED; EXISTING STOREFRONT TO REMAIN SHALL BE CLEANED TO "LIKE-NEW" CONDITION 5 EXISTING CANOPY TO REMAIN; CLEAN 6 EXISTING METAL CAP TO REMAIN AT ALL PARAPETS, CLEAN AND PAINT 7 EXISTING FINISH TO REMAIN; CLEAN AND REPAINT 8 9 10 11 EXISTING LOCATION OF GAS METERS; COORDINATE WITH PLUMBING & GAS PROVIDER; VERIFY EXACT LOCATION IN FIELD EXISTING DRIVE UP WINDOW TO REMAIN - DAMAGED STOREFRONT TO BE REPLACED; EXISTING STOREFRONT TO REMAIN AND BE CLEANED TO "LIKE- NEW" CONDITION EXISTING LIGHTING TO REMAIN AND BE CLEANED TO "LIKE-NEW" CONDITION; DAMAGED COMPONENTS TO BE REPLACED; REPAIR AS REQUIRED EXISTING DOOR TO REMAIN. PAINT E-1; COORDINATE WITH DOOR SCHEDULE 12 EXISTING ROOF ACCESS LADDER TO REMAIN 13 EXISTING SCUPPER THRU PARAPET WITH DOWNSPOUT TO REMAIN PAINT FINISH SCHEDULE MARK MATERIAL DESCRIPTION E-1 PAINT EXISTING SHERWIN WILLIAMS 7069 IRON ORE E-2 PAINT EXISTING SHERWIN WILLIAMS 9041 PARISIAN PATINA E-3 EXIST. EXTERIOR FINISH EXISTING EXTERIOR FINISH TO REMAIN EQ 4' - 0 " EQ EQ12' - 0"EQ 1 1 4 100B 44 104108 555 6 6 6 9 9 101010 E-1 E-1 E-1 E-1 E-2 E-2 E-3 E-3 E-3 E-1 E-1 3 12461 13 10 10 1 4 6 6 6 E-1 E-2 E-1E-1 E-2 E-3 E-3 4 12 3 1 1 4 4 8 5 5 66 8 1010 11 E-1 E-2 E-1 E-1 E-1 E-2 E-3 E-3 E-3 10 10 10 13 13 EQ 4' - 0 " EQ EQ 12' - 0"EQ 1 1 1 5 5 5 4 4 4 100A 4 6 6 10 10 10 E-1 E-2 E-1 E-1 E-1 E-1 E-2 E-2 E-3 E-3 461 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:18 PM MO B E T T A H S ( T I ) EX T E R I O R E L E V A T I O N S A201 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D EXTERIOR ELEVATION GENERAL NOTES 1. ELEVATIONS SHOWN FOR REFERENCE ONLY 2. EXTERIOR FINISHES TO BE COMPLETED BY SHELL PACKAGE BY OTHERS 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. EXTERIOR ELEVATIONS ARE FOR LOCATION OF EXTERIOR SIGNAGE ONLY. VERIFY IN FIELD ALL EXISTING CONDITIONS PRIOR TO WORK; NOTIFY SAVORY CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 6. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 3/16" = 1'-0"3 EXTERIOR ELEVATIONS - SOUTH 3/16" = 1'-0"2 EXTERIOR ELEVATIONS - EAST 3/16" = 1'-0"1 EXTERIOR ELEVATIONS - NORTH 3/16" = 1'-0"4 EXTERIOR ELEVATION - WEST num. description date WALL & PAINT FINISH SCHEDULE MARK MATERIAL DESCRIPTION FRP (WHITE)WHITE; SMOOTH; FULL HEIGHT OR AS SHOWN SEE DETAIL P-3 PAINT (OFF WHITE) SW #7571 "CASA BLANCA" ; SEMI-GLOSS AT DOOR AND FRAME P-1 SW #6178 "CLARY SAGE" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL PAINT (LIGHT GREEN) PAINT (OFF WHITE)P-2 P-4 PAINT (SIMULATED RUST) DINING CANOPY MG-##METAL GUARD SEE INTERIOR METAL; SCHEDULE ON SHEET A114 MP-##METAL PANEL MS-##METAL SURFACE SIMULATED RUST FINISH ON DINING CANOPY CORRUGATED PANELS; SIMULATE RUST WITH VINEGAR-PEROXIDE-SALT SOLUTION (TOP ONLY); ALLOW TIME FOR CORROSION TO BE REVIEWED BY ARCHITECT AND OWNER BEFORE INSTALLATION; FRP-1 /1 A501 SW #7571 "CASA BLANCA" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL P-5 PAINT (PURE WHITE) SW #7005 "PURE WHITE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL SEE INTERIOR METAL; SCHEDULE ON SHEET A114 SEE INTERIOR METAL; SCHEDULE ON SHEET A114 P-6 PAINT (BLACK) SW #6258 "TRICORN BLACK"; SEMI-GLOSS AT DOOR AND FRAME GB-1 GYP. BD. MUD/TAPE/SANDED -NO PAINT P-7 PAINT (CANOPY STEEL) SW #7047 "PORPOISE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL *TYPICAL SEAL ALL GROUT WITH COMMERCIAL SEALER WP-1 WALK-IN PANEL WALL PANELS PROVIDED BY WALK-IN COOLER/MANUF. WT-1 WALL TILE* (FIELD) W-2 DINING WAINSCOT PARTIAL HEIGHT DINING WAINSCOT; PAINT P-2; HARDWOOD CAP STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAIL SE-1 SCHLUTER EDGE JOLLY A 80 AT; SATIN NICKEL ANODIZED ALUMINUM BASE BID:WALL TILE; DALTILE; COLOR SANTORINI MY90; 4" X 12" UNDULATED; GROUT- MAPEI #27 SILVER APPROVED ALTERNATE: EMSER CATCH ICE GLOSSY 3"X12"; GROUT- MAPEI #27 SILVER KNOTTY BARNSIDE PANEL PAINTED W-1 L.P. ABT KNOTTY BARNSIDE, LOWES ITEM #15601, SEE DETAILS /1 A512 WC-1 WALLCOVERING WALL COVERING ABOVE WAINSCOT; WOLF GORDON; SAMOA PALM; GOH 32260677 W-3 DINING BOARD AND BATTEN DINING BOARD AND BATTEN; PAINT P-1; PROVIDE 1/2" PLYWOOD BACKING IN WALL FOR BATTENS SEE DETAILS; W-4 DINING FAUX STUD WALL NOT USED W-5 POS WAINSCOT /3 A551 /4 A512 /1 A513 POS WAINSCOT ; STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAILS /3 A512 /3 A512 OW N E R I N S T A L L E D ; C O N T R A C T O R TO S T A I N A N D P A I N T P-8 PAINT OVER EXIST. (WHITE) 1 COAT OF KILZ; 2 COATS SW #7005 SEMI-GLOSS "PURE WHITE" BASE FINISH SCHEDULE MARK MATERIAL DESCRIPTION RB-1 RUBBER BASE 6"; JOHNSONITE; THERMOSET; BLACK MP-03 BLACK METAL SEE INTERIOR METAL SCHEDULE ON SHEET A114 SB-1 SCHLUTER COVE DILEX @AHKA80AT, 3/8" RADIUS; SATIN NICKEL ANODIZED ALUMINUM SB-2 DECO; AE 80D; 5/16"; SATIN ANODIZED ALUMINUMSCHLUTER MB-1 WALK-IN MANUF. SUPPLIED BASEWALK-IN BASE QTB-1 EXISTING; IN NEW LOCATIONS MATCH EXISTINGQUARRY TILE BASE GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. C. SEE C4/G002, D1/G002, AND D4/G002 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES D. 5' DIAMETER ACCESSIBLE CLEAR FLOOR SPACE PER ICC/ANSI SHOWN ON PLAN FOR REFERENCE E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" A ACCESSORY TAG ACCESSORY MARK PER SCHEDULE # EQUIPMENT PER SCHEDULE ON SHEET Q102 ACCESSORY LEGEND ACCESSORY TAG (REFERENCES FIRST COLUMN IN ACCESSORY LEGEND) ADA COMPLIANT SOAP DISPENSER; SURFACE MOUNTED ADA COMPLIANT TOILET PAPER DISPENSER; SURFACE MOUNTED ADA COMPLIANT PAPER TOWEL DISPENSER/SURFACE MOUNTED BABY CHANGING STATION; COORDINATE WITH EQUIPMENT PLAN ADA COMPLIANT NAPKIN DISPOSAL; SURFACE MOUNTED BOBRICK-MODEL B-270; STAINLESS STEEL MARK DESCRIPTION ADA COMPLIANT GRAB BARS AT TOILET; COORDINATE WITH DETAIL ADA COMPLIANT MIRROR; STAINLESS STEEL FRAME 18"x36", WALL MOUNTED /3 G202 ADA COMPLIANT SEAT COVER DISPENSER; SURFACE MOUNTED BOBRICK-MODEL B-221; STAINLESS STEEL AC-1 AC-2 AC-3 AC-4 AC-5 AC-6 AC-7 AC-8 AC-? OF C I KEYNOTES ADA COMPLIANT SINK & FAUCET; SEE PLUMBING DRAWINGS 1 1 ADA COMPLIANT TOILET; SEE PLUMBING DRAWINGS2 3 4 WALL MOUNTED 'HAND WASH' SIGNAGE ACCESSIBLE CLEAR FLOOR SPACE PER ICC/ANSI 5 FLOOR DRAIN/FLOOR TROUGH/FLOOR SINK; COORDINATE WITH PLUMBING DRAWINGS 6 PROVIDE SOLID BLOCKING FOR LEVEL INSTALLATION OF GRAB BAR; SCRIBE AROUND WOOD BLOCKING TO MATCH ESCUTCHEON FLOOR FINISH SCHEDULE MARK MATERIAL LEGEND DESCRIPTION EXIST. QUARRY TILE POLISHED CONC. SEALED CONC. EXISTING QUARRY TILE TO REMAIN; PATCH AND REPAIR AS REQUIRED; INSTALL NEW QUARRY TILE TO MATCH EXISTING POLISHED CONCRETE FLOOR & PROVIDE CODE MINIMUM SLIP RESISTANCE; PROVIDE DYE PER SAVORY CONSTRUCTION MANAGER. COORDINATE WITH SHEET A153 EXISTING SEALED CONC. TO REMAIN QT-1 PC-1 SC-1 WALK-IN FLOOR MANUF. SUPPLIED FLOORMF-1 PORCELAIN BASE BID:FLOOR TILE; AMERICAN OLEAN; THEORETICAL; COLOR CREATIVE GRAY TH96; 11-5/8" X 23-3/8"; GROUT-MAPEI #27 SILVER; ASHLAR INSTALLATION. APPROVED ALTERNATE:EMSER NETWORK GRAY 12X23; CUSTOM GROUT SHADOW #644 FT-1 WALK-IN A401 2 3 4 5 A401 7 8 9 6 3' - 6 3 / 8 " ± 9" ± 3' - 2 1 / 2 " ± 3' - 4 3 / 4 " ± 6' - 0 1/4"1' - 4 1/2"8' - 4 3/4" MEN'S ROOM 106 WOMEN'S ROOM 105 4 4 5 5 1 12 2 105 AC-4 P-1 SE-1 WT-1 SB-1 4' - 0 " AC-7 TA B L E W H E N O P E N 2' - 9 " T O P O F 4' - 0 " M A X I M U M 3' - 0 " 3" P-1 SE-1 WT-1 SB-1 4' - 0 " AC-4 2 AC-2 AC-7 AC-6 2' - 5 " 3' - 0 " 3" P-1 SE-1 WT-1 SB-1 4' - 0 " AC-7 1 2 AC-6 AC-2 AC-5 AC-8 6 P-1 SE-1 WT-1 SB-1 4' - 0 " 1 AC-3 AC-8 AC-1 AC-7 AC-4 AC-2 3 P-1 SE-1 WT-1 SB-1 4' - 0 " AC-3 AC-8 AC-1 1 AC-4 106 P-1 SE-1 WT-1 SB-1 4' - 0 " TA B L E W H E N O P E N 2' - 9 " T O P O F 4' - 0 " M A X I M U M 3' - 0 " 3" P-1 SE-1 WT-1 SB-1 4' - 0 " AC-7 AC-4 AC-2 2 AC-6 2' - 5 " 3' - 0 " 3" P-1 SE-1 WT-1 SB-1 4' - 0 " 6 2 1 AC-3 AC-8 AC-1 AC-7 AC-2 3 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:23 PM MO B E T T A H S ( T I ) EN L A R G E D F L O O R P L A N S ( R E S T R O O M S ) A401 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/2" = 1'-0"1 ENLARGED RESTROOM PLAN 1/2" = 1'-0"2 RESTROOM ELEVATION - 105 - DOOR WALL 1/2" = 1'-0"3 RESTROOM ELEVATION - 105 - TOILET WALL 1/2" = 1'-0"4 RESTROOM ELEVATION - 105 - ACCESSORY WALL 1/2" = 1'-0"5 RESTROOM ELEVATION - 105 - SINK WALL 1/2" = 1'-0"6 RESTROOM ELEVATION - 106 - WALL 1/2" = 1'-0"7 RESTROOM ELEVATION - 106 - DOOR WALL 1/2" = 1'-0"8 RESTROOM ELEVATION - 106 - TOILET WALL 1/2" = 1'-0"9 RESTROOM ELEVATION - 106 - SINK WALL num. description date WALL & PAINT FINISH SCHEDULE MARK MATERIAL DESCRIPTION FRP (WHITE)WHITE; SMOOTH; FULL HEIGHT OR AS SHOWN SEE DETAIL P-3 PAINT (OFF WHITE) SW #7571 "CASA BLANCA" ; SEMI-GLOSS AT DOOR AND FRAME P-1 SW #6178 "CLARY SAGE" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL PAINT (LIGHT GREEN) PAINT (OFF WHITE)P-2 P-4 PAINT (SIMULATED RUST) DINING CANOPY MG-##METAL GUARD SEE INTERIOR METAL; SCHEDULE ON SHEET A114 MP-##METAL PANEL MS-##METAL SURFACE SIMULATED RUST FINISH ON DINING CANOPY CORRUGATED PANELS; SIMULATE RUST WITH VINEGAR-PEROXIDE-SALT SOLUTION (TOP ONLY); ALLOW TIME FOR CORROSION TO BE REVIEWED BY ARCHITECT AND OWNER BEFORE INSTALLATION; FRP-1 /1 A501 SW #7571 "CASA BLANCA" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL P-5 PAINT (PURE WHITE) SW #7005 "PURE WHITE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL SEE INTERIOR METAL; SCHEDULE ON SHEET A114 SEE INTERIOR METAL; SCHEDULE ON SHEET A114 P-6 PAINT (BLACK) SW #6258 "TRICORN BLACK"; SEMI-GLOSS AT DOOR AND FRAME GB-1 GYP. BD. MUD/TAPE/SANDED -NO PAINT P-7 PAINT (CANOPY STEEL) SW #7047 "PORPOISE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL *TYPICAL SEAL ALL GROUT WITH COMMERCIAL SEALER WP-1 WALK-IN PANEL WALL PANELS PROVIDED BY WALK-IN COOLER/MANUF. WT-1 WALL TILE* (FIELD) W-2 DINING WAINSCOT PARTIAL HEIGHT DINING WAINSCOT; PAINT P-2; HARDWOOD CAP STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAIL SE-1 SCHLUTER EDGE JOLLY A 80 AT; SATIN NICKEL ANODIZED ALUMINUM BASE BID:WALL TILE; DALTILE; COLOR SANTORINI MY90; 4" X 12" UNDULATED; GROUT- MAPEI #27 SILVER APPROVED ALTERNATE: EMSER CATCH ICE GLOSSY 3"X12"; GROUT- MAPEI #27 SILVER KNOTTY BARNSIDE PANEL PAINTED W-1 L.P. ABT KNOTTY BARNSIDE, LOWES ITEM #15601, SEE DETAILS /1 A512 WC-1 WALLCOVERING WALL COVERING ABOVE WAINSCOT; WOLF GORDON; SAMOA PALM; GOH 32260677 W-3 DINING BOARD AND BATTEN DINING BOARD AND BATTEN; PAINT P-1; PROVIDE 1/2" PLYWOOD BACKING IN WALL FOR BATTENS SEE DETAILS; W-4 DINING FAUX STUD WALL NOT USED W-5 POS WAINSCOT /3 A551 /4 A512 /1 A513 POS WAINSCOT ; STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAILS /3 A512 /3 A512 OW N E R I N S T A L L E D ; C O N T R A C T O R TO S T A I N A N D P A I N T P-8 PAINT OVER EXIST. (WHITE) 1 COAT OF KILZ; 2 COATS SW #7005 SEMI-GLOSS "PURE WHITE" GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. C. SEE C4/G002, D1/G002, AND D4/G002 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES D. 5' DIAMETER ACCESSIBLE CLEAR FLOOR SPACE PER ICC/ANSI SHOWN ON PLAN FOR REFERENCE E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" A ACCESSORY TAG ACCESSORY MARK PER SCHEDULE # EQUIPMENT PER SCHEDULE ON SHEET Q102 BASE FINISH SCHEDULE MARK MATERIAL DESCRIPTION RB-1 RUBBER BASE 6"; JOHNSONITE; THERMOSET; BLACK MP-03 BLACK METAL SEE INTERIOR METAL SCHEDULE ON SHEET A114 SB-1 SCHLUTER COVE DILEX @AHKA80AT, 3/8" RADIUS; SATIN NICKEL ANODIZED ALUMINUM SB-2 DECO; AE 80D; 5/16"; SATIN ANODIZED ALUMINUMSCHLUTER MB-1 WALK-IN MANUF. SUPPLIED BASEWALK-IN BASE QTB-1 EXISTING; IN NEW LOCATIONS MATCH EXISTINGQUARRY TILE BASE COUNTERTOP / MILLWORK SCHEDULE MARK MATERIAL DESCRIPTION P. LAM. COUNTERTOP; WILSONART BRONZE LEGAXY STAINLESS STEEL COUNTER COORDINATE WITH INTERIOR METAL SCHEDULE ON SHEET A114 & DETAILS ON A400 SERIES SHEETS QUARTZ COUNTERTOP; CORIAN; CARBON CEMENT; 3CM BASE CABINET; WILSONART; ACORN VELVET ELM CT-01 CT-02 CT-03 CB-01 P-LAM KEYNOTES1 1 ACCESS HOLE IN COUNTER FOR DISPENSER; COORDINATE WITH EQUIPMENT DRAWINGS 2 3 2" HOLE4 5 6 CUTOUT IN BASE OF CABINET FOR FLOOR SINK; COORD. WITH EQUIPMENT AND PLUMBING 7 WALL MOUNTED HAWAIIAN FLAG 8 12" DEEP WHITE MELAMINE UPPER CABINET WITH OPEN ADJUSTABLE MELAMINE SHELVES; SEE PROVIDE STEEL ANGLE COUNTER TOP SUPPORT BRACKET, PAINTED P-5 DISPENSER, BEVERAGE/NON-CARBONATED 9 10 CUT-OUT HOLE IN COUNTER FOR TRASH 11 SCHEDULED SAFE; BOLT & SILICONE TO THE FLOOR - SEE EQUIPMENT PLAN CARRY-OUT SHELVING, SEE DETAILS ON SHEET A404 CONTROLS FOR DRINK DISPENSING MACHINES SHALL MEET THE REACH RANGE REQUIREMENTS OF ICC/ANSI SECTION #308 AND SHALL NOT EXCEED 4'-0" MAX. 13 /6 A551 HIGH CHAIRS DRINK DISPENSER AND ICE MACHINE - COORDINATE WITH EQUIPMENT PLANS. 14 UTENSIL HOLDER - SEE EQUIPMENT PLAN. 15 12 PROVIDE 1/2" PLYWOOD BACKING BEHIND GYP ON BOARD AND BATTEN WALL PROVIDE 3/4" NAILERS AT PERIMETER OF COUNTER, PAINTED P-516 EXISTING STOREFRONT WINDOW TO REMAIN17 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS 6" METAL STUDS @ 16" O.C. PARTITION WIDTH 7 3/4" SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER 1/2" PLYWOOD BACKING FOR BATTEN A402 2 3' - 0"1' - 6"3' - 1 1/2" 1 1 / 2 " 9" 1 1 / 2 " 1 1/2" 2' - 1 0 1 / 2 " 1' - 1 1 / 2 " 1' - 0 " 9" 5"2' - 2 1/2"2"1' - 5"1' - 0"8" 2' - 1 1 / 2 " 1' - 3 1 / 2 " 5" 5" 11 11 11 12 6 13 12 4 10 15 3 W-3 P-2 W-1 W-1 MS-04 4 A551 1 A551 6 11 11 11 P-1 1 5 10 14 15 17 CB-01 2' - 8 1 / 2 " MP-03 9 7 7 FRP-1 FRP-1 CT-01 FRP-1 RB-1 8 16 16 6 A551 6" AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:24 PM MO B E T T A H S ( T I ) IN T E R I O R E L E V A T I O N S ( B E V E R A G E ) A402 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3" = 1'-0"4 BEVERAGE COUNTER WALL 1/2" = 1'-0"1 ENLARGED BEVERAGE PLAN 2 1/2" = 1'-0"2 BEVERAGE COUNTER ELEVATION 1/2" = 1'-0"3 ELEVATION 3 num. description date CM GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. C. SEE C4/G002, D1/G002, AND D4/G002 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES D. 5' DIAMETER ACCESSIBLE CLEAR FLOOR SPACE PER ICC/ANSI SHOWN ON PLAN FOR REFERENCE E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" A ACCESSORY TAG ACCESSORY MARK PER SCHEDULE # EQUIPMENT PER SCHEDULE ON SHEET Q102 WALL & PAINT FINISH SCHEDULE MARK MATERIAL DESCRIPTION FRP (WHITE)WHITE; SMOOTH; FULL HEIGHT OR AS SHOWN SEE DETAIL P-3 PAINT (OFF WHITE) SW #7571 "CASA BLANCA" ; SEMI-GLOSS AT DOOR AND FRAME P-1 SW #6178 "CLARY SAGE" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL PAINT (LIGHT GREEN) PAINT (OFF WHITE)P-2 P-4 PAINT (SIMULATED RUST) DINING CANOPY MG-##METAL GUARD SEE INTERIOR METAL; SCHEDULE ON SHEET A114 MP-##METAL PANEL MS-##METAL SURFACE SIMULATED RUST FINISH ON DINING CANOPY CORRUGATED PANELS; SIMULATE RUST WITH VINEGAR-PEROXIDE-SALT SOLUTION (TOP ONLY); ALLOW TIME FOR CORROSION TO BE REVIEWED BY ARCHITECT AND OWNER BEFORE INSTALLATION; FRP-1 /1 A501 SW #7571 "CASA BLANCA" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL P-5 PAINT (PURE WHITE) SW #7005 "PURE WHITE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL SEE INTERIOR METAL; SCHEDULE ON SHEET A114 SEE INTERIOR METAL; SCHEDULE ON SHEET A114 P-6 PAINT (BLACK) SW #6258 "TRICORN BLACK"; SEMI-GLOSS AT DOOR AND FRAME GB-1 GYP. BD. MUD/TAPE/SANDED -NO PAINT P-7 PAINT (CANOPY STEEL) SW #7047 "PORPOISE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL *TYPICAL SEAL ALL GROUT WITH COMMERCIAL SEALER WP-1 WALK-IN PANEL WALL PANELS PROVIDED BY WALK-IN COOLER/MANUF. WT-1 WALL TILE* (FIELD) W-2 DINING WAINSCOT PARTIAL HEIGHT DINING WAINSCOT; PAINT P-2; HARDWOOD CAP STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAIL SE-1 SCHLUTER EDGE JOLLY A 80 AT; SATIN NICKEL ANODIZED ALUMINUM BASE BID:WALL TILE; DALTILE; COLOR SANTORINI MY90; 4" X 12" UNDULATED; GROUT- MAPEI #27 SILVER APPROVED ALTERNATE: EMSER CATCH ICE GLOSSY 3"X12"; GROUT- MAPEI #27 SILVER KNOTTY BARNSIDE PANEL PAINTED W-1 L.P. ABT KNOTTY BARNSIDE, LOWES ITEM #15601, SEE DETAILS /1 A512 WC-1 WALLCOVERING WALL COVERING ABOVE WAINSCOT; WOLF GORDON; SAMOA PALM; GOH 32260677 W-3 DINING BOARD AND BATTEN DINING BOARD AND BATTEN; PAINT P-1; PROVIDE 1/2" PLYWOOD BACKING IN WALL FOR BATTENS SEE DETAILS; W-4 DINING FAUX STUD WALL NOT USED W-5 POS WAINSCOT /3 A551 /4 A512 /1 A513 POS WAINSCOT ; STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAILS /3 A512 /3 A512 OW N E R I N S T A L L E D ; C O N T R A C T O R TO S T A I N A N D P A I N T P-8 PAINT OVER EXIST. (WHITE) 1 COAT OF KILZ; 2 COATS SW #7005 SEMI-GLOSS "PURE WHITE" BASE FINISH SCHEDULE MARK MATERIAL DESCRIPTION RB-1 RUBBER BASE 6"; JOHNSONITE; THERMOSET; BLACK MP-03 BLACK METAL SEE INTERIOR METAL SCHEDULE ON SHEET A114 SB-1 SCHLUTER COVE DILEX @AHKA80AT, 3/8" RADIUS; SATIN NICKEL ANODIZED ALUMINUM SB-2 DECO; AE 80D; 5/16"; SATIN ANODIZED ALUMINUMSCHLUTER MB-1 WALK-IN MANUF. SUPPLIED BASEWALK-IN BASE QTB-1 EXISTING; IN NEW LOCATIONS MATCH EXISTINGQUARRY TILE BASE COUNTERTOP / MILLWORK SCHEDULE MARK MATERIAL DESCRIPTION P. LAM. COUNTERTOP; WILSONART BRONZE LEGAXY STAINLESS STEEL COUNTER COORDINATE WITH INTERIOR METAL SCHEDULE ON SHEET A114 & DETAILS ON A400 SERIES SHEETS QUARTZ COUNTERTOP; CORIAN; CARBON CEMENT; 3CM BASE CABINET; WILSONART; ACORN VELVET ELM CT-01 CT-02 CT-03 CB-01 P-LAM KEYNOTES1 1 6" CLEAR HEIGHT FOR CASH DRAWER2 WHITE MELAMINE BASE CABINETS W/ ADJ. MELAMINE SHELVES 3 4 SIGNAGE/MENU BOARDS, OFOI 5 2 1/2" HOLE 6 WALL MOUNTED CLASS "K" FIRE EXTINGUISHER; COORDINATE WITH EQUIPMENT SHEETS,CONFIRM LOCATION WITH FIRE MARSHALL 7 COUNTER MOUNTED CUP DISPENSERS 8 UNDERCOUNTER FRIDGE - SEE EQUIPMENT PLAN 9 CUSTOMER QUEUE SNEEZE GUARD, SEE /5 A55110 FRP AT EQUIPMENT ALCOVE UNDERNEATH COUNTER 11 DASHED LINE REPRESENTS BULKHEAD ABOVE, SEE RCP 12 TERMINATE FRP AT EMPLOYEE SIDE OF SERVING LINE 13 DISPLAY CABINET - SEE EQUIPMENT PLAN POS KITCHEN EQUIPMENT - SEE EQUIPMENT PLAN PROVIDE STEEL ANGLE COUNTER TOP SUPPORT BRACKET, PAINTED P-5 14 PROVIDE 3/4" NAILERS AT PERIMETER OF COUNTER, PAINTED P-515 KITCHEN EQUIPMENT - SEE EQUIPMENT PLAN; USE ONLY CLEAR SILICONE AT CUSTOM TABLE 16 A403 2 4 A403 3 A403 5 3' - 10 1/4"1' - 9"4' - 0"9' - 4 1/2"2' - 8"6 1/2" 6"6"6" 1 6 10 1' - 8 " 2' - 0" 7 5 12 1" 2' - 8 " 6 1 / 2 " 3' - 3 1 / 2 " 8 9 11 16 16 COUNTER DIM. 2' - 9"FACE OF COUNTER DIM. (36" MIN. CLR.) 3' - 0" FACE OF WALL CAP DIM. 13' - 1" 9" 8' - 1 1 3 / 8 " 6' - 7 5/8" 1' - 6 " 6" 2' - 0 " 2' - 7"7' - 3 3/4" 2' - 2 " 1' - 0 " 3' - 2 " 6' - 0 " (38" MIN. CLR.) 3' - 2 1/2"18' - 10" 6 1 / 2 " MG-01MG-01 MG-01 6 QTB-1 P-2 OPEN TO BEYOND 1' - 9" 1 2 3 6 10 4 4 4 12 16 CT-03 MS-03 MG-05 MG-05 QTB-1 2' - 1 0 " 3' - 6 " OPEN TO BEYOND P-2 P-2 W-1 MP-03 W-5 W-1 OPEN TO BEYOND W-5 MP-03 P-2 P-2 P-2 P-2 OPEN TO BEYOND FRP-1 3 A551 5 A551 1 6 10 444 3' - 6 " 2' - 1 0 " CT-03 MS-03 OPEN TO BEYONDFRP-1 QTB-1 P-2 MG-02 CT-02 QTB-1 10 12 16 15 FRP-1 QTB-1 OPEN TO BEYOND 1 1 / 2 " 2' - 8 1 / 2 " 2' - 1 0 " EQ EQ EQ EQ CT-02 QTB-1 14 14 14 MG-01 MG-01 OPEN TO BEYOND 13 11 2' - 6 1/4" 15 FRP-1 QTB-1 CT-02 QTB-1 MG-01 MG-01OPEN TO BEYOND 11 OPEN TO BEYOND 2' - 6 1/4" 1 1 / 2 " 2' - 8 1 / 2 " 2' - 1 0 " AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:26 PM MO B E T T A H S ( T I ) IN T E R I O R E L E V A T I O N S ( P O S ) A403 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3/8" = 1'-0"1 ENLARGED POS PLAN 3/8" = 1'-0"2 POS - BACK ELEVATION 3/8" = 1'-0"3 POS - FRONT ELEVATION 3/8" = 1'-0"4 POS - SIDE ELEVATION 3/8" = 1'-0"5 SERVING LINE ELEVATION num. description date 3/8" = 1'-0"6 SERVING LINE ELEVATION FRONT GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. C. SEE C4/G002, D1/G002, AND D4/G002 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES D. 5' DIAMETER ACCESSIBLE CLEAR FLOOR SPACE PER ICC/ANSI SHOWN ON PLAN FOR REFERENCE E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" A ACCESSORY TAG ACCESSORY MARK PER SCHEDULE # EQUIPMENT PER SCHEDULE ON SHEET Q102 WALL & PAINT FINISH SCHEDULE MARK MATERIAL DESCRIPTION FRP (WHITE)WHITE; SMOOTH; FULL HEIGHT OR AS SHOWN SEE DETAIL P-3 PAINT (OFF WHITE) SW #7571 "CASA BLANCA" ; SEMI-GLOSS AT DOOR AND FRAME P-1 SW #6178 "CLARY SAGE" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL PAINT (LIGHT GREEN) PAINT (OFF WHITE)P-2 P-4 PAINT (SIMULATED RUST) DINING CANOPY MG-##METAL GUARD SEE INTERIOR METAL; SCHEDULE ON SHEET A114 MP-##METAL PANEL MS-##METAL SURFACE SIMULATED RUST FINISH ON DINING CANOPY CORRUGATED PANELS; SIMULATE RUST WITH VINEGAR-PEROXIDE-SALT SOLUTION (TOP ONLY); ALLOW TIME FOR CORROSION TO BE REVIEWED BY ARCHITECT AND OWNER BEFORE INSTALLATION; FRP-1 /1 A501 SW #7571 "CASA BLANCA" ; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL P-5 PAINT (PURE WHITE) SW #7005 "PURE WHITE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL SEE INTERIOR METAL; SCHEDULE ON SHEET A114 SEE INTERIOR METAL; SCHEDULE ON SHEET A114 P-6 PAINT (BLACK) SW #6258 "TRICORN BLACK"; SEMI-GLOSS AT DOOR AND FRAME GB-1 GYP. BD. MUD/TAPE/SANDED -NO PAINT P-7 PAINT (CANOPY STEEL) SW #7047 "PORPOISE"; 2 COATS ACRYLIC ENAMEL OVER 1 COAT BLOCKING PRIMER; EGGSHELL *TYPICAL SEAL ALL GROUT WITH COMMERCIAL SEALER WP-1 WALK-IN PANEL WALL PANELS PROVIDED BY WALK-IN COOLER/MANUF. WT-1 WALL TILE* (FIELD) W-2 DINING WAINSCOT PARTIAL HEIGHT DINING WAINSCOT; PAINT P-2; HARDWOOD CAP STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAIL SE-1 SCHLUTER EDGE JOLLY A 80 AT; SATIN NICKEL ANODIZED ALUMINUM BASE BID:WALL TILE; DALTILE; COLOR SANTORINI MY90; 4" X 12" UNDULATED; GROUT- MAPEI #27 SILVER APPROVED ALTERNATE: EMSER CATCH ICE GLOSSY 3"X12"; GROUT- MAPEI #27 SILVER KNOTTY BARNSIDE PANEL PAINTED W-1 L.P. ABT KNOTTY BARNSIDE, LOWES ITEM #15601, SEE DETAILS /1 A512 WC-1 WALLCOVERING WALL COVERING ABOVE WAINSCOT; WOLF GORDON; SAMOA PALM; GOH 32260677 W-3 DINING BOARD AND BATTEN DINING BOARD AND BATTEN; PAINT P-1; PROVIDE 1/2" PLYWOOD BACKING IN WALL FOR BATTENS SEE DETAILS; W-4 DINING FAUX STUD WALL NOT USED W-5 POS WAINSCOT /3 A551 /4 A512 /1 A513 POS WAINSCOT ; STAIN TO MATCH WILSONART ACORN VELVET ELM15602-31; SEE DETAILS /3 A512 /3 A512 OW N E R I N S T A L L E D ; C O N T R A C T O R TO S T A I N A N D P A I N T P-8 PAINT OVER EXIST. (WHITE) 1 COAT OF KILZ; 2 COATS SW #7005 SEMI-GLOSS "PURE WHITE" BASE FINISH SCHEDULE MARK MATERIAL DESCRIPTION RB-1 RUBBER BASE 6"; JOHNSONITE; THERMOSET; BLACK MP-03 BLACK METAL SEE INTERIOR METAL SCHEDULE ON SHEET A114 SB-1 SCHLUTER COVE DILEX @AHKA80AT, 3/8" RADIUS; SATIN NICKEL ANODIZED ALUMINUM SB-2 DECO; AE 80D; 5/16"; SATIN ANODIZED ALUMINUMSCHLUTER MB-1 WALK-IN MANUF. SUPPLIED BASEWALK-IN BASE QTB-1 EXISTING; IN NEW LOCATIONS MATCH EXISTINGQUARRY TILE BASE COUNTERTOP / MILLWORK SCHEDULE MARK MATERIAL DESCRIPTION P. LAM. COUNTERTOP; WILSONART BRONZE LEGAXY STAINLESS STEEL COUNTER COORDINATE WITH INTERIOR METAL SCHEDULE ON SHEET A114 & DETAILS ON A400 SERIES SHEETS QUARTZ COUNTERTOP; CORIAN; CARBON CEMENT; 3CM BASE CABINET; WILSONART; ACORN VELVET ELM CT-01 CT-02 CT-03 CB-01 P-LAM KEYNOTES DRINK DISPENSER AND ICE MACHINE - COORDINATE WITH EQUIPMENT PLANS 1 1 6" CLEAR HEIGHT FOR CASH DRAWER2 3 WHITE MELAMINE BASE CABINETS W/ ADJ. MELAMINE SHELVES 5 7 8 HAND SINK, SEE PLUMBING AND EQUIPMENT DRAWINGS 9 EXISTING STOREFRONT SYSTEM/WINDOW TO REMAIN 10 EXISTING DRIVE-UP WINDOW; BY SHELL PACKAGE 11 WALL MOUNTED CLASS 'K' FIRE EXTINGUISHER - COORDINATE WITH EQUIPMENT SHEETS. CONFIRM LOCATION WITH FIRE MARSHAL UNDERCOUNTER FRIDGE - COORDINATE WITH EQUIPMENT PLAN PROVIDE MELAMINE END PANEL; RUN BASE UP PANEL TO MATCH ADJACENT HEIGHT 4 ACCESS HOLE IN COUNTER FOR DISPENSER; COORDINATE WITH EQUIPMENT DRAWINGS 6 POS - SEE EQUIPMENT PLAN CONTROLS FOR DRINK DISPENSING MACHINES SHALL MEET THE REACH RANGE REQUIREMENTS OF ICC/ANSI SECTION #308 AND SHALL NOT EXCEED 4'-0" MAX. 12 DISPENSER, BEVERAGE/NON-CARBONATED 13 CUTOUT IN BASE OF CABINET FOR FLOOR SINK; COORD. WITH EQUIPMENT AND PLUMBING 14 A404 43 2 A404 6 7 11 5 10 4 13 7 6 8 1' - 1 1/2"1' - 0"9" 1' - 4 " 1' - 0 " 8" 4' - 9 1 / 2 " 2' - 10 1/2" 9 2' - 6" 5' - 6 " 1 FRP-1 FRP-1 QTB-1 OPEN TO BEYOND MS-01 P-2P-2 1' - 9 1/2"3' - 0" FRP-1 CT-03 CT-03 1 3 13 12 14 6" 2' - 8 1 / 2 " FRP-1 FRP-1 FRP-1 QTB-1 1 6 9 8 12 MG-02 QTB-1 OPEN TO BEYOND FRP-1 MG-02 2 5 7 QTB-1 3' - 0" CLEAR 2' - 4 1/4" 3/4" 1" OVERHANG 6" 2' - 8 1 / 2 " 9 EQ 2' - 0"EQ WALL BEYOND 2' - 8" ± PER PLAN 3/4" QUARTZCT-03 3/4" PLYWOOD MOUNTED TO STUD WALLS BEYOND LIGHT PER ELECTRICAL 2X4 STAINED TO MATCH CB-01 OPEN TO BEYOND A404 5 W-1 P-2 CT-03 CT-03 A404 5 W-1 P-2 CT-03 OPEN TO BEYOND OPEN TO BEYOND CT-03 1' - 4 " 1' - 4 " 3' - 0 " AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:29 PM MO B E T T A H S ( T I ) IN T E R I O R E L E V A T I O N S ( D R I V E T H R U ) A404 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/2" = 1'-0"1 ENLARGED DRIVE-THRU PLAN 3/8" = 1'-0"4 DRIVE THRU - BEVERAGE ELEVATION 1/2" = 1'-0"2 DRIVE THRU - WINDOW ELEVATION 2 1/2" = 1'-0"3 DRIVE THRU - POS ELEVATION 1 1/2" = 1'-0"5 PASS THRU SHELVING 1/2" = 1'-0"6 PASS THRU SHELF ELEVATION 1 1/2" = 1'-0"7 PASS THRU SHELF ELEVATION 2 num. description date A1A SECTION ELEVATION x27 " BLOCKING EACH SIDE OF CABINET ATTACHED TO STUDS ALSO USE STUD BLOCKING ABOVE AND BELOW CABINET FRAMING AS PER PLAN 5/8" GYPSUM BOARD ALL AROUND TOP, BOTTOM, SIDES AND BACK TO MAINTAIN WALL RATING (1-HOUR WALL SHOWN FOR REFERENCE; COORDINATE WITH PLAN FOR REQUIRED WALL RATING) BLACK PRE-FINISHED OR PAINTED FIRE EXTINGUISHER CABINET; SEE EQUIPMENT SHEETS FULL CLEAR ACRYLIC DOOR 1x4 BARMSODE TRIM ALL SIDES SEE SCHEDULE SEE SCHEDULE SCHEDULED TRIM; SEE FINISH SCHEDULE SCHEDULED BASE; SEE FINISH SCHEDULE INSTALL FLUID APPLIED DE-COUPLING MEMBRANE OR SIMILAR PER MANUF. RECCOMENDATIONS; RUN WATERPROOFING MEMBRANE 12" UP WALL AND 12" ONTO SLAB COVE OR NEW TO MATCH EXISTING 5/8" CEMENT BOARD SCHEDULED FRP; FINISH PER FINISH PLAN FRP EDGE TRIM MOULDING 3/4" RADIUS 12 " 5/8" PLYWOOD EXISTING THIN SET OR NEW TO MATCH EXISTING EXISTING QUARRY TILE FLOOR OR NEW TO MATCH EXISTING 44 " ( 4 8 " M A X ) 44 " ( 4 8 " M A X ) T. O . B A C K S P L A S H 4 2 " * T. O . S I N K 3 4 " * *VERIFY EQUIPMENT DIMENSIONS PROVIDED BY OWNER; NOTIFY ARCHITECT OF ANY DISCREPANCIES PEDESTAL HAND SINK; SEE EQUIPMENT SCHEDULE PT DISPENSER MOUNTING LOCATION SOAP DISPENSER MOUNTING LOCATION (REFERENCE FROM STRUCTURAL CALCULATIONS) (REFERENCE FROM STRUCTURAL CALCULATIONS) (REFERENCE FROM STRUCTURAL CALCULATIONS) (REFERENCE FROM STRUCTURAL CALCULATIONS) AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:31 PM MO B E T T A H S ( T I ) IN T E R I O R D E T A I L S A501 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3/4" = 1'-0"4 SEMI RECESSED FIRE EXTINGUISHER 4 3" = 1'-0"3 CORNER GAURD DETAIL 3" = 1'-0"1 FLOOR - BASE DETAIL 3/4" = 1'-0"2 HAND SINK ELEVATION num. description date NOT TO SCALE5TYPICAL FRAMING AT MECHANICAL UNIT OPENINGS NOT TO SCALE6TYPICAL BUILT-UP 2x WOOD COL CONNECTIONS NOT TO SCALE7TYPICAL BUILT-UP 2x WOOD BEAM CONNECTIONS NOT TO SCALE8FRAMING AT DRIVE THRU 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 WITHIN 2” OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90* FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 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 6’-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 12 ' - 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" TYPIC AL 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 PER RCP PROVIDE BRACES ABOVE SUSPENDED CEILING AT 24" O.C. ATTACH TO EXISTING STRUCTURE 1/2" GYP BOARD (2-1/4" FLEX-GYP PANELS OR SIM.) AT CURVED BULKHEAD CEILING - AS SCHEDULED PER RCP PER RCP 3 5/8" STEEL FLEX TRACK CHANNEL OR SIM. AT CURVE METAL STUDS AT 24" O.C ATTACH TO DECK ABOVE FASTEN TOP OF STUDS TO DEFLECTION TRACK. PROVIDE 20GA DEFLECTION TRACK WITH 2" DEEP LEGS AND FASTEN TO DECK WITH (2) #10 SCREWS AT 12" O.C. 6" ADJUSTABLE LENGTH VERTICAL COMPRESSION STRUT 12 GAUGE HANGER WIRE AT 4'-0" O.C. LAY-IN CEILING PANEL MAIN RUNNER 12 GAUGE SPLAY WIRES CROSS RUNNER x45° MAX. TYP. SUSPENDED METAL "T" BAR LAY-IN ACOUSTICAL CEILING TILE METAL PERIMETER ANGLE, 2" WALL LINE MAX 0' - 8"MAIN RUNNERS AND #12 WIRES AT 48" O.C. TYPICAL SUSPENDED CEILING SYSTEM NOTES: 1- SUSPENDED CEILING SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH IBC, ASCE 7-05 , 13.5.6 AND ASTM E580 2- ALL CEILINGS ARE TO HAVE VERTICAL COMPRESSION STRUTS, SEISMIC BRACING, HANGERS, ETC., AS REQUIRED BY IBC, ASCE 7-05 , 13.5.6 AND ASTM E580 3- HEAVY DUTY T-BAR GRID SYSTEM REQUIRED. WITH OF PERIMETER SUPPORTING CLOSURE ANGLE TO BE 7/8" PERIMETER CLOSURE ANGLE WITH CODE APPROVED SEISMIC CLIPS. ATTACH ONE END OF THE CEILING GRID TO THE CLOSURE ANGLE IN EACH DIRECTION. THE OTHER END IN EACH HORIZONTAL DI RECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLE, WITH HORIZONTAL STRUT STABILIZERS TO PREVENT THE SPREADING OF THE RUNNERS. 4- SPLAY WIRES AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4. ALL SPLAY WIRES ARE TO BE IN LINE WITH ATTACHED COMPONENT AND ARE TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN. 5- ANCHOR WIRES ONLY TO STRUCTURAL MEMBERS, NOT TO ROOF DECK OR BRIDGING. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT, NOT SHALL THEY BE LESS THAN 6" TO ANY UNBRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR. 6- SUPPORT ALL RUNNERS AT 8" MAXIMUM FROM WALL OR CEILING DISCONTINUITY. 7- FOUR-WAY DIAGONAL BRACING AND COMPRESSION STRUTS 12'-0" O.C. EACH WAY. 8- PROVIDE CEILING HORIZONTAL RESTRAINT TO THE STRUCTURE ABOVE FOR CEILING AREAS GREATER THAN 1,000 SQUARE FEET TO MINIMIZE DI APHRAGM LOADS. 9- PROVIDE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS FOR CEILING AREAS GREATER THAN 2,500 SQUARE FEET. 10- CHANGES IN CEILING PLANE ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 11- CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED AND BRACED INDEPENDENT FROM THE SUSPENDED CEILING SYSTEM. 12- PROVIDE 2" OVERSIZE RINGS, SLEEVES OR ADAPTERS THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT FOR AT LEAST 1" MOVEMENT IN ALL DIRECTIONS FOR FIRE SPRINKLER HEADS AND OTHER SIMILAR PENETRATIONS. LAY-IN LIGHT FIXTURE 12 GAUGE WIRES AT EACH CORNER. ANCHOR WIRES TO STRUCTURE ABOVE. WIRES TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN 1/2" DIA. THREADED ROD AT EACH CORNER OF HOOD OR AS PROVIDED BY HOOD MANUFACTURER. ATTACH TO UNISTRUT OR ANGLE W/ 1/2" NUT, WASHER & 3"x3"x1/4" WASHER PLATE ON TOP, 1/2" NUT & WASHER ON BOTTOM ATTACH UNISTRUT OR ANGLE AT EACH JOIST BOTTOM CHORD ON EITHER SIDE OF THREADED ROD W/ CLAMP OR 1/2" THREADED ROD OR BOLT, GRINNELL WASHER PLATE FIG. #60 PH-41 OR SIMILAR 1/4" WASHER PLATE W/ 1/2" NUT & WASHER ON BOTH ENDS. ROOF JOIST BOTTOM CHORD AT JOIST BETWEEN JOIST NOTE: REFER TO SHELL STRUCTURAL SHEETS S3.0 & S4.1 FOR ROOF FRAMING NOTES & DETAILS FOR ROOF PENETRATIONS & ADDING WEB MEMBERS AT CONCENTRATED LOADS 1 5/8" 12GA CONTINUOUS UNISTRUT OR ANGLE RATED FOR CONC. LOAD 1/2" DIA. THREADED ROD AT EACH CORNER OF HOOD OR AS PROVIDED BY HOOD MANUFACTURER. ATTACH TO ANGLE BRACKETS SUPPLIED W/ HOOD AS RECOMMENDED BY HOOD MFG. NOTE:1/2" TURNBUCKLE W/ LOCKING NUTS MAY BE USED IN ASSEMBLY FOR LEVELING PURPOSES AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:32 PM MO B E T T A H S ( T I ) IN T E R I O R D E T A I L S ( C E I L I N G S ) A502 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 12" = 1'-0"1 TYPICAL LAY-IN CEILING DETAILS IN - O - 1 4 1" = 1'-0"5 CURVED BULKHEAD @ CUSTOMER QUEUE 1 1/2" = 1'-0"3 CEILING - SEISMIC DETAIL 1 1/2" = 1'-0"6 CEILING- ACT DETAIL 1 1/2" = 1'-0"4 CEILING - SUSPENDED CEILING NOTES 1 1/2" = 1'-0"2 CEILING - SEISMIC LIGHT DETAIL 3" = 1'-0"7 HOOD SUPPORT 7 num. description date CONCRETE SLAB PER PLAN SCHEDULED WALL; PAINTED PER FINISH PLAN 1x4 CAP; PAINTED 1/8" PAINT GRADE WOOD BACKER; PAINTED 1x4 FRAME PAINTED ATTACHED TO PAINT GRADE WOOD BACKER OVER SCHEDULED WALL 1x4 BASE; PAINTED 1" 1x2 WOOD BATTEN AT 16" O.C.; PAINTED (WHERE OCCURS) PER PLAN SCHED. WALL CONCRETE SLAB PER PLAN SCHEDULED WALL; PAINTED PER FINISH PLAN 1x4 CAP; PAINTED 1/8" PAINT GRADE WOOD BACKER; PAINTED 1x4 FRAME PAINTED ATTACHED TO PAINT GRADE WOOD BACKER OVER SCHEDULED WALL 1x4 BASE; PAINTED 1" PER PLAN SCHED. WALL WAINSCOT @ BOARD AND BATTEN WALL DETAIL WAINSCOT @ TYPICAL WALL DETAIL PROVIDE 1/2" PLYWOOD BACKING IN WALL FOR BATTENS 1x CAP; PAINTED 1x4 FRAME PAINTED ATTACHED TO L.P. ABT KNOTTY BARNSIDE, LOWES ITEM #15601 1x4 BASE; PAINTED 3' - 0 " SCHEDULED WALL FINISH PER FINISH PLAN GYP. BD.; PAINTED SE E I N T E R I O R E L E V A T I O N S O N S H E E T A 1 1 4 WALL MOUNT BRACKET SYSTEM (WHERE OCCURS PER FINISH PLAN) SCHEDULED WAINSCOT PER FINISH PLAN PAINT GYP. BD. AND STRUCTURE ABOVE PER FINISH PLAN P-2 1x2 WOOD BATTEN AT 16" O.C.; PAINTED GYP. BD.; PAINTED SE E I N T E R I O R E L E V A T I O N S O N S H E E T A 1 1 4 PAINT GYP. BD. AND STRUCTURE ABOVE PER FINISH PLAN P-2 SCHEDULED WAINSCOT PER FINISH PLAN 1x4 TRIM; PAINTED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:33 PM MO B E T T A H S ( T I ) TY P I C A L D I N I N G E L E V A T I O N S A512 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3" = 1'-0"3 WAINSCOT @ WALL DETAIL IN - S - 0 3 3/4" = 1'-0"1 WALL FINISH TYPE "W-1" (DINING WAINSCOT) 1/2" = 1'-0"2 WALL FINISH TYPE WITH SURF BOARDS 1/2" = 1'-0"4 WALL FINISH TYPE "W-3" (DINING BOARD AND BATTEN) num. description date 3 A513 A513 4 OPEN TO BEYONDOPEN TO BEYOND 6' - 0"6' - 0"6' - 4" EQEQEQ 4x4 ROUGH SAWN DOUGLAS-FIR #2, STAINED; RUN UP TO STRUCTURE ABOVE OR CEILING ABOVE (COORDINATE WITH CEILING PLAN)ATTACHED TO CONC. WITH SIMPSON POST BASE BRACKET AND TIE INTO LOW WALL 1x4 PAINTED FRAME ATTACHED TO 1/2" PAINTGRADE WOOD BACKER; PAINTED OVER 2X4 STUDS AT 16" O.C. 1x8 HARDWOOD TOP CAP STAINED HSS 3"x3"x3/16" WITH STEEL BASE PLATE ANCHORED INTO CONC. FOR PARTICAL HEIGHT WALL SUPPORT; TYP. OF 3 COORDINATE WITH DETAIL HSS 3"x3"x3/16" WITH STEEL BASE PLATE ANCHORED INTO CONC. FOR PARTICAL HEIGHT WALL SUPPORT; TYP. OF 3 COORDINATE WITH DETAIL 4x4 ROUGH SAWN DOUGLAS-FIR #2 POST, STAINED; RUN UP TO STRUCTURE ABOVE OR CEILING ABOVE (COORDINATE WITH CEILING PLAN) ATTACHED TO CONC. WITH SIMPSON POST BASE BRACKET AND TIE INTO LOW WALL 2X4 STUDS AT 16" O.C. 3-BOOTH PLAN (COORDINATE ORIENTATION WITH PLAN) ELEVATION /4 A613 2' - 6" 1' - 10"1' - 10" 6' - 0"6' - 0"6' - 4" 5"5" 4 A513 3 A513 EQ 18' - 10" OPEN TO BEYOND 4' - 0 " 1" 2' - 6"3' - 0" 78" ADA BOOTH AND TABLE74" BOOTH AND TABLE74" BOOTH AND TABLE 1' - 10"1' - 10" A513 4 5" 5" 6' - 8 " M I N . A T L O W E S T P A R T O F C A N O P Y CANOPY ABOVE 6" 6" 6" 6" 2X4 WOOD STUD AT 16" O.C. 1/2" PAINT GRADE WOOD BACKER OVER STUDS; PAINTED 1/2" PLYWOOD FOR CAP ATTACHMENT 1x4 TOP RAIL; PAINTED 1x8 HARDWOOD TOP CAP; STAINED 1x4 WAINSCOT; PAINTED 4x4 ROUGH SAWN DOUGLAS-FIR #2 POST, STAINED; ATTACHED TO CONC. WITH SIMPSON POST BASE BRACKET 1x4 BOTTOM RAIL; PAINTED 6' - 8 1 5 / 3 2 " M I N . 6"6" 3 1 / 2 " 2 " 2X4 WOOD STUD AT 16" O.C. 1/2" PAINT GRADE WOOD BACKER OVER STUDS; PAINTED HSS 3 X 3 PER PLAN 1x4 WAINSCOT; PAINTED 4x4 POST PER PLAN 1x8 HARDWOOD TOP CAP; STAINED 2' - 4" 1' - 9"2' - 6"1' - 9" 6' - 0" 17 " 42 " 22" 3"2"17" 2' - 1 0 " 6' - 6" 2' - 10" EQ 3' - 0"EQ PROPOSED BOOTH SEAT PROFILE PROPOSED ADA BOOTH (SEAT AND TABLE) CONFIGURATION PROPOSED STANDARD BOOTH (SEAT AND TABLE) CONFIGURATION 1"1" 2' - 1 0 " 1"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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:34 PM MO B E T T A H S ( T I ) BO O T H W A L L A513 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3/4" = 1'-0"1 WALL FINISH TYPE "W-2" (DINING WAINSCOT AT BOOTHS) 1 1/2" = 1'-0"3 INTERIOR BOOTH WALL SECTION 3" = 1'-0"4 ENLARGED PLAN AT JALOUSIE GENERAL NOTES: JALOUSIE WINDOW (BASIS OF DESIGN -OR APPROVED EQUAL) • CRL -10 BLADE WITH LOUVER STRIP HARDWARE IN BLACK FINISH • LOUVER WINDOW SECURITY CLIP • CLEAR 3/16" x 4" WIDE LOUVER GLASS • PROVIDE SET SCREW(S) TO MAKE BLADES FIXED 3/4" = 1'-0"2 BOOTH DIMENSIONS num. description date FACE OF WALL 1' - 0" (2) LAYERS 3/4" OSB. STAGGER JOINTS C.F.C.I. TERMINATE AT FACE OF CABINET (ALL SIDES) WHITE MELAMINE INTERIOR ADJUSTABLE MELAMINE SHELVES HOLD - OUT SHELVING AT CENTER CABINET FOR TRASH CAN PE R E L E V A T I O N ELEVATION SECTION 2' - 3" 1' - 6 " 4" 1" x 3.5" MAPLE SURF BOARD ARM SUPPORT STEEL STUD WALL FRAMING PROVIDE 2X BACKING AT EACH LOCATION PROVIDE ATTACHMENT WITH 2 1/2" #8 GRABBERS INTO BACKING FILL HOLES TO CONCEAL SCREW HEADS & MATCH WOOD FINISH 2" 1"x4" MAPLE BACKING PLATE 6 0 ° ATTACH ARM TO BACKING PLATE WITH (3) 2" #8 WOOD SCREWS FROM BACK SIDE 7'-0" A.F.F. TEMPERED GLASS SNEEZE GUARD W/ 1 1/4" DIA STAINLESS STEEL POSTS HGT & DESIGN TO MEET NSF GUIDELINES 1" AIR GAP, TYP 2' - 1 0 " 3' - 1 1/2" 3' - 6 " 5' - 0 " 8" 1" 2" 4" 1' - 6 " 1" x 8" STAINLESS STEEL TOP CAP 1x6 VERTICAL WOOD PANEL; STAINED 1 1/2" SOLID SURFACE QUARTZ COUNTERTOP TO BE SELECTED BY TENANT. EXPOSED EDGES TO HAVE 1/8" OVER EASE 3 5/8" STEEL CHANNEL 3 5/8" 20ga. STEEL STUD AT 16" O.C. BLACK METAL TOEKICK OVER 1/2" BACKER WHITE MELAMINE CABINETS W/ ADJUSTABLE SHELVES 1x6 VERTICAL WOOD PANEL; STAINED 3 1 / 2 " FRAMING FOR STRUCTURE AS NEEDED 2' - 6"1" 5' - 0 " 3' - 6 " SNEEZE GUARD ATTACH TO TOP CAP STAINLESS STEEL BACKSPLASH CUSTOM STAINLESS STEEL TABLE 1X STAINLESS STEEL TOP CAP 6" 2' - 6 " OVERHANG SS CAP ON SERVICE LINE SIDE1 1/2" 2x4 SOLID WOOD BACKING 1x6 VERTICAL WOOD PANEL; STAINED 3 1 / 2 " 1" 3 5/8" 20ga. STEEL STUD AT 16" O.C. BLACK METAL TOEKICK OVER 1/2" BACKER 1 5/8" 3 1/4" WALL WALL 0 ' - 1 1 /4 " ø 3" 2" 1" WALL 1" 2" 1" 1 1/4" DIA. HOLE GLUE FELT OR MOLESKIN TO INSIDE OF 1 1/4" DIA. PADDLE HOLE NOTE* BRACKET TO BE MADE FROM 1" MAHOGANY OR CLEAR MAPLE WITH CLEAR FINISH ATTACH BRACKET TO ITSELF AFTER PADDLE HAS BEEN PLACED WITH 1 1/4" #6 GRABBERS PRE-DRILLED AND COUNTERSUNK .WRAP PADDLE OR OPENING IN BRACKET TO PROVIDE SNUG FIT. PROVIDE ATTACHMENT WITH 2 1/4" #8 GRABBERS INTO BACKING OR WALL FRAMING. OPTION TO USE ALTERNATE FASTENERS THAT WILL HOLD MIN 50LBS WHERE BACKING HAS NOT BEEN PROVIDED GLUE FELT OR MOLESKIN TO INSIDE OF 1 1/4" DIA. PADDLE HOLE COUNTER & BACKSPLASH - SEE FINISH PLAN FLOOR LINE FACE OF WALL 4" 2' - 3 " 1 1 / 2 " SE E I N T E R I O R E L E V A T I O N S 2' - 8 1 / 2 " PER PLAN (2) LAYERS 3/4" OSB. STAGGER JOINTS C.F.C.I. TERMINATE AT FACE OF CABINET (ALL SIDES) 6" 1 1/2"8"1' - 0"1' - 1" SCHEDULED BASE HOLES AT 1 1/4" O.C VERT WHITE MELAMINE INTERIOR ADJUSTABLE MELAMINE SHELVES HOLD - OUT SHELVING AT CENTER CABINET FOR TRASH CAN TOE KICK ALUM EDGE TRIM 12" x 12" CUTOUT IN BASE OF CABINET WITH SS COLLAR; WHERE OCCURS PLASTIC LAMINATE STAINLESS STEEL FINGER PULLS AS APPROVED BY SAVORY CONSTRUCTION MANAGER 1' - 2" MIN.1' - 7"4" VERTICAL CONDUIT FROM ABOVE STUBBED OUT IN WALL (WITHIN BASE CABINET) COORD. W/ PLUMBING; PROVIDE DRYER VENTING BOX INWALL. COORD. W/ SAVORY CONSTRUCTION MANAGER PRIOR TO WORK. MODEL # DB-350 8" A . F . F . WHITE MELAMINE INTERIORS FLOOR LINE FACE OF WALL 4" 2' - 3 " 1 1 / 2 " SE E I N T E R I O R E L E V A T I O N S 2' - 8 1 / 2 " PER PLAN (2) LAYERS 3/4" OSB. STAGGER JOINTS C.F.C.I. TERMINATE AT FACE OF CABINET (ALL SIDES) 6" 1 1/2" SCHEDULED BASE PLASTIC LAMINATE TRASH HOLE WHERE OCCURS WOOD TOE KICK STAINLESS STEEL FINGER PULLS AS APPROVED BY SAVORY CONSTRUCTION MANAGER COUNTER & BACKSPLASH - SEE FINISH PLAN AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:35 PM MO B E T T A H S ( T I ) MI L L W O R K D E T A I L S A551 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1" = 1'-0"6 UPPER CABINET DETAIL 7 1 1/2" = 1'-0"2 SURF BOARD BRACKET DETAIL 2 1 1/2" = 1'-0"3 DETAIL @ FRONT COUNTER 1" = 1'-0"5 CUSTOMER QUEUE SNEEZE GUARD 6" = 1'-0"7 PADDLE BRACKET DETAIL 1" = 1'-0"1 MILLWORK - BEVERAGE COUNTER (WIDE) 1" = 1'-0"4 MILLWORK - BEVERAGE COUNTER num. description date B C P D PARTITION EXTENDS TO BOTTOM OF CEILING PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING PARTIAL HEIGHT WALL PARTITION EXTENSION BOTTOM OF DECK TOP OF WALL CONDITION a s t PROVIDE SOUND ATTENUATION BATTS TO FILL STUD CAVITY TO TOP OF ADJACENT CEILING PROVIDE 5/8" CEMENT BOARD IN PLACE OF GYP. BD. AT LOCATIONS OF TILE (COORDINATE WITH INTERIOR ELEVATIONS) PROVIDE R-19 THERMAL BATTS TO FILL STUD CAVITY 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 3 5/8" METAL STUDS @ 16" O.C. SEALANT, BOTH SIDES 5/8" PLYWOOD, PREP AREA SIDE (UP TO 8' A.F.F) INSTALL GYP. BD ABOVE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER PARTITION WIDTH 4 1/8" NOTE: ADD 12" CEMENT BOARD TO BOTTOM OF WALLS IN KITCHEN AREAS LINE OF STRUCTURE 3 5/8" METAL STUDS @ 16" O.C. PARTITION WIDTH 4 7/8" REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER 5/8" PLY WOOD BOTH SIDES (UP TO 8' A.F.F) INSTALL GYP. BD ABOVE SEALANT, BOTH SIDES NOTE: ADD 12" CEMENT BOARD TO BOTTOM OF WALLS IN KI TCHEN AREAS LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS 6" METAL STUDS @ 16" O.C. SEALANT, BOTH SIDES 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER PARTITION WIDTH 6 1/2" LINE OF STRUCTURE 3 5/8" METAL STUDS @ 16" O.C. PARTITION WIDTH 4 7/8" REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER 5/8" PLY WOOD AT KITCHEN PREP SPACE (UP TO 8' A.F.F) INSTALL GYP. BD ABOVE 5/8" GYP. BD. SEALANT, BOTH SIDES NOTE: ADD 12" CEMENT BOARD TO BOTTOM OF WALLS IN KITCHEN AREAS LINE OF STRUCTURE FACE OF EXISTING COLUMN, WALL, OR OTHER CONSTRUCTION, PROVIDING BACKUP FOR STUD BRACING REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS 5/8" GYP. BD. SEALANT PATCH AND REPAIR EXISTING BATT INSULATION (WHERE OCCURS) 1 5/8" METAL STUD EXISTING FINISH NOTE: ADD 12" CEMENT BOARD TO BOTTOM OF WALLS IN KI TCHEN AREAS AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:36 PM MO B E T T A H S ( T I ) ST A N D A R D P A R T I T I O N T Y P E S A611 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 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 ACCORDING 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 CAPACITY 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 AND A613 FOR ADDITIONAL PARTITION DETAILS AND FRAMING INFORMATION. 13. SEE DETAILS ON THIS SHEET FOR METAL STUD SIZE, 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 AND 2X4 FOR WOOD CONSTRUCTION TYPICAL, U.N.O. 16. ALL PARTITIONS EXTEND TO DECK UNLESS NOTED OTHERWISE. 17. ALL DRYWALL LEVEL - 5 FINISH. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NOT TO SCALED35/8" PLY. @ 3 5/8" METAL STUD WA - B D G - 0 1 NOT TO SCALEE35/8" PLY. (BOTH SIDES) @ 3 5/8" METAL STUD WA - B D G - 0 5 NOT TO SCALEC65/8" GYP. BD. @ 6" METAL STUD WA - B D G - 0 1 NOT TO SCALEB35/8" GYP. BD. & 5/8" PLY. @ 3 5/8" METAL STUD WA - B D G - 0 5 NOT TO SCALEC15/8" GYP. BD. @ EXISTING WA - B D G - 0 5 num. description date 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 MANUFACTURER 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 SUPERSTRUCTURE. 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 FIRESTOPPING) 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"x16 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS DESIGN BASIS: UL-HW- D-0044 CONCRETE SLAB MTL STUDS DESIGN BASIS: UL-HW- D-0043 METAL DECK (PERPENDICULAR TO FLUTES) DESIGN BASIS: UL-HW- D-0264 METAL DECK (PARALLEL TO FLUTES) DESIGN BASIS: UL-HW- D-0252 STEEL BEAM 5/ 8 " M I N 1 1 / 2 " 2" 1 OR 2 LAYERS OF 5/8" GWB, REFER PARTITION TYPE SLOTTED TOP TRACK MINERAL WOOL FIRE STOP JOINT SPRAY MINERAL WOOL FORMING MATERIAL MTL STUDS 1 OR 2 LAYERS OF 5/8" GWB, REFER PARTITION TYPE SLOTTED TOP TRACK FIRE STOP JOINT SPRAY SPRAY -APPLIED FIRE-RESISTIVE MATERIAL (SFRM) MINERAL WOOL FORMING MATERIAL 1/ 2 " M I N 1 1 / 2 " 1/ 2 " M I N 1 1 / 2 " 1/ 2 " M I N 1 1 / 2 " 1/ 2 " M I N 1 1 / 2 " 2"x20 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (SFRM) CONCRETE SLAB MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) MTL STUDS STEEL BEAM 1"1" SLOTTED TOP TRACK 1"1"1" 1" GWB SOUND AND SMOKE CLOSURE STRIP, SECURED TO STRUCTURE, PROVIDE ON BOTH SIDES AT SOUND WALLS 2"x20 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (SFRM) CONCRETE SLAB MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) STEEL BEAM MIN. OF ONE LAYER OF GWB CUT TO FOLLOW PROFILE OF DECKING AT SMOKE PARTITION, BOTH AT SOUND WALLS FILL FLUTE VOID W/ SAB 1"1" 5/8" GYP. BD. SEALANT BOTH SIDES MTL STUDS SLOTTED TOP TRACK 5/8" GYP. BD. SEALANT, BOTH SIDES. REF SPECS FOR TYPE 1" 1 1 / 2 " 1 1 / 2 " 6" PARALLEL 6" 1 1 / 2 " 1" 1 1 / 2 " PERPENDICULAR FLOOR/CEILING, ROOF/CEILING ASSEMBLY FLOOR/CEILING, ROOF/CEILING ASSEMBLY SOUND ATTENUATION BLANKET FIRE STOPPING, BOTH SIDES - MATCH WALL RATING FIRE STOP TRACK INTERIOR GYPSUM WALL BOARD,5/8" TYPE 'X' - AT 2 HR ASSEMBLIES, USE (2) LAYERS WALL AS SCHEDULED FIRE STOPPING ALL AROUND PENETRATIONS 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 /8 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 /8 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 A612 1LINE 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 /3 A612 /9 A612 A612 2 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 . SIM A612 2 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 UN 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 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:39 PM MO B E T T A H S ( T I ) PA R T I T I O N H E A D D E T A I L S A612 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D NOT TO SCALE7HEAD-OF-WALL DETAILS - GENERAL REQUIREMENTS FOR STUD WALLS WA - M - 1 1 3" = 1'-0"3 HEAD-OF-WALL DETAILS - STUD WALLS - FIRE RATED WALLS FP - M - 0 6 3" = 1'-0"1 HEAD-OF-WALL DETAILS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL WALLS WA - M - 1 2 3" = 1'-0"2 HEAD-OF-WALL DETAILS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS WA - M - 1 3 3" = 1'-0"9 HEAD-OF-WALL DETAILS - STUD WALLS - FIRE RATED WALLS (ALTERNATE) FP - M - 0 7 3" = 1'-0"5 TOP OF WALL CONDITION - TYPE 'B' (NON-RATED) WA - M - 1 4 3" = 1'-0"4 TOP OF WALL CONDITION - TYPE 'C1' (NON-RATED) WA - M - 1 5 3" = 1'-0"6 TOP OF WALL CONDITION - TYPE 'C2' (NON-RATED) WA - M - 1 6 3" = 1'-0"11 TOP OF WALL CONDITION - TYPE 'D' (NON-RATED) WA - M - 1 7 3" = 1'-0"10 TOP OF WALL CONDITION - TYPE 'M' (NON-RATED) WA - M - 1 8 1" = 1'-0"8 TYPICAL NON-BEARING STEEL STUD WALL PARTITION DETAI L WA - M - 1 0 num. description date TS3"x3"x3/16" AT 6'-0" O.C. SECTION STOP STUD RUNNER AT BASE PLATES 3/16"LINE OF FLOOR OV E R 3 ' - 6 " ( 4 2 " ) 3/8" STL BASE PLATE W/ 4 - 1/2" DIA HILTI HY150 EPOXY ANCHORS W/ 2 1/8" EMBED INTO CONCRETE PLAN 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1/2" 18 GA MTL STUD RUNNER, STOP RUNNER AT BASE PLATES 18 GA MTL STUD RUNNER 4 7/8" 3/8" STL BASE PLATE W/ 4 - 1/2" DIA HILTI HY150 EPOXY ANCHORS W/ 2 1/8" EMBED INTO CONCRETE 1 1/2"1 1/2"1 1/2" SCHEDULED CAP TS3"x3"x3/16" AT 6'-0" O.C. SEALANT, BOTH SIDES. REF SPECS FOR TYPE SCHEDULED FINISH EACH SIDE 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 AT 3'-6" O.C., EACH SIDE 25 GA MIN MTL TRACK AT FLOOR DOUBLE 20 GA MTL STUDS AT BOTH JAMBS 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 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 MO U N T I N G H E I G H T S RE 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 MO U N T I N G H E I G H T S RE F T Y P I C A L TYPE C MO U N T I N G H E I G H T S RE 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 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 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 2HR FIRE RATED WHI-651-0318.1 PARTITION AS SCHEDULED CONTROL JOINT, BOTH SIDES CONTROL JOINT IN 2 HR FIRE RATED PARTITION 1/2" MAX MAX 24'-0” 1 1/2" 2 LAYERS OF 5/8" GWB MAX 24'-0” 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 MI N 3" CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLAN MI 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 AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:41 PM MO B E T T A H S ( T I ) 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 A613 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3" = 1'-0"4 PARTIAL HEIGHT OR KNEE WALL - OVER 42" HEIGHT WA - M - 0 8 3" = 1'-0"7 DOOR OPENING HEADER WA - M - 0 1 3" = 1'-0"9 DOOR OPENING JAMB STUDS OP - M - H D 0 1 3" = 1'-0"6 DOUBLE DOOR OR LARGE OPENING HEADER WA - M - 0 2 3" = 1'-0"8 LARGE OPENING JAMB STUDS WA - M - 0 5 3" = 1'-0"2 METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT WA - M - 0 6 3" = 1'-0"5 OPENING HEADER WA - M - 0 7 1/4" = 1'-0"11 TYPICAL INTERIOR PARTITION FRAMING WA - M - 0 9 1 1/2" = 1'-0"1 NON-RATED PENETRATION AND CABINET DETAILS FP - M - 0 4 3" = 1'-0"10 GWB DETAIL - TYPICAL GYPSUM WALLBOARD CONTROL JOINT DETAILS WA - M - 0 3 3" = 1'-0"3 GWB DETAIL - TYPICAL GYPSUM WALLBOARD PRIORITY DETAILS WA - M - 0 4 num. description date 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 FRAME'S 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) DOOR AND WINDOW FINISH LEGEND P-6 BLACK SEMI GLOSS DB DARK BRONZE TO MATCH EXISTING EX EXISTING FINISH TO REMAIN / MATCH EXISTING BUILDI NG STANDARD ST SATIN DOOR AND WINDOW GENERAL NOTES: A. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS OF ALL OPENINGS PRIOR TO THE FABRICATION OF ALL DOORS AND FRAMES. B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLANS. THE INTENT OF THE DETAILS IS TO BE FOLLOWED. CONSULT THE ARCHITECT WHEN QUESTIONS ARISE. C. ALL EXIT ACCESS DOORS AND EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. USE OF MANUAL FLUSH BOLTS, EDGE BOLTS, TOP OR BOTTOM BOLTS, ETC., IS PROHIBITED. D. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM. E. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE REQUIRED FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. F. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHEN NARROW STILE AND RAIL DOORS ARE USED, A 10" MINIMUM, SMOOTH PANEL, EXTENDING THE FULL WIDTH OF THE DOOR, SHALL BE INSTALLED ON THE PUSH SIDE(S) OF THE DOOR WHICH ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDI TION. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED. G. ALL DOOR LOCKSETS AND PANIC DEVICES SHALL BE ADA COMPLIANT. H. CAULK HEAD, JAMBS, AND SILLS OF ALL DOORS AND WI NDOWS WITH SEALANT CONTINUOUSLY APPLIED TO BOTH SIDES OF THE FRAMES. I. ALL DOOR CLOSURES TO BE SET IN ACCORDANCE WITH THE ADA REDUCED OPENING FORCE REQUIREMENTS. J. DOOR HARDWARE SUBSTITUTIONS SHALL BE PERMITTED. (MANUFACTURER ONLY) WITH OWNER'S WRITTEN APPROVAL. K. KEYING FOR ALL SCHEDULED LOCKSETS SHALL BE PROVI DED BY OWNER; COORDINATE WITH RESPONSIBILITY SCHEDULE ON SHEET G000. L. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. M. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. N. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. O. COORDINATE THRESHOLDS WITH FINISH PLAN P. ALL DOORS ON THE ACCESSIBLE ROUTE OR CIRCULATION PATH BE TESTED FOR A MAX OPENING FORCE OF 5LBS. DOOR TYPE - GRAPHICAL SCHEDULE NOTE: SEE DOOR SCHEDULE TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. SCALE: 1/4" = 1'-0" EX EXISTING TO REMAIN 1. CONTRACTOR TO DETERMINE EXISTING HARDWARE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO WORK. 2. ELIASON SCP-3 BLACK W/ STAINLESS STEEL EDGE TRIM & KICK PLATES TRAFFIC DOUBLE ACTING DOOR; PROVIDE CASED FRAME (DETAILS REFERENCED ARE SIMILAR). 3. PROVIDE SEMI-GLOSS PAINT; COORD WITH SHEET A114 FOR PAINT COLORS. DOOR & FRAME SCHEDULE NOTES: A. FLOOR MOUNTED STOPS AT EXTERIOR DOORS a. CENTER STOP ON THE DOOR LEAF WHEN OPENED b. ALLOW FOR 90 DEGREE OPEN WHEN ADJACENT TO AN OBSTRUCTION c. ALLOW FOR 100 DEGREE OPEN WHERE NOT ADJACENT TO OBSTRUCTION B. FLOOR MOUNTED STOPS AT INTERIOR DOORS a. CENTER STOP ON THE DOOR LEAF WHEN OPENED b. ONLY ALLOW FOR 90 DEGREE OPEN. DOOR STOP GENERAL NOTES: GL-1 CLEAR ACRYLIC SAFETY WINDOW SET IN BLACK RUBBER MOLDING GL-2 1" INSULATED GLAZING TO MATCH EXISTING BUILDING STANDARD GL-2T 1" TEMPERED INSULATED GLAZING TO MATCH EXISTING BUI LDING STANDARD GLAZING TYPES: DOOR HARDWARE HARDWARE GROUP - 02 SIDE ENTRY FINISH MANF HARDWARE GROUP - 03 KITCHEN MANUFACTURER SUPPLIED HARDWARE FINISH MANF HARDWARE GROUP - 04 OFFICE 1 EA 626ENTRANCE LOCK - ND53PD RHO 2 EA US10BKICK PLATE (18 GAUGE) - 90 10"x34" DON 1 EA SCH 1 EA 626 SCHINTERCHANGEABLE CORE - 23-030 "C" KEYWAY 3 EA FINISH MANF HW HINGES - 5BB1HW 4.5 X 4.5 NRP IVE652 3 EA SILENCER - SR64 GRAY IVE 2 EA PUSH/PULL HANDLES - EXISTING TO REMAIN 2 EA CLOSER - EXISTING TO REMAIN HARDWARE GROUP - 01 MAIN ENTRY FINISH MANF 2 EA HEADER/THRESH BOLT - 4015 X 4085 ADA 1 EA DEADLOCK - MS1851S 1-18 BS 628 ADA 628 1 EA MORTISE CYLINDER - 20-001 118 626 SCH 1 EA EXIT INDICATOR - 4089 628 ADA 2 EA DEADBOLT LEVER - 4550 628 ADA 2 EA MOUNTING PLATE - 4110-18 689 LCN 2 EA CUSH SHOE SUPPORT - 4110-30 689 LCN 2 EA BLADE STOP SPACER - 4110-61 689 LCN 1 EA SIGN "THIS DOOR TO REMAIN UNLOCKED DURING...") ADA 2 EA BLACKFLOOR STOP 1462 DO 1 SET 1 EA 626PANIC HARDWARE -99A-NL-OP-388 VON 1 EA 626RIM BULINDER - 20-057 SCH 1 EA 1 EA 1 EA BLACKFLOOR STOP 1462 DO 1 EA MOUNTING PLATE - 4110-18 689 LCN 1 EA CUSH SHOE SUPPORT - 4110-30 689 LCN 1 EA BLACE STOP SPACER - 4110-61 689 LCN 1 SET 1 EA BLACKWALL STOP 1401 DO HARDWARE GROUP - 05 RESTROOM 1 EA 627CLOSER - REGULAR ARM - 4011 (MOUNT CLOSER AT INTERIOR - RESTROOM SIDE) EA DON 2 EA LCN 1 EA 628 DONPUSH PLATE - 70 3 1/2" x 15" 3 EA FINISH MANF HW HINGES - 5BB1HW 4.5 X 4.5 NRP IVE652 1 EA DEAD BOLT - B571 626 SCH DON 1 628PULL HANDLE - 7014 3 1/2" x 15" KICK PLATE (18 GUAGE) - 90 10" x 34" 628 1 EA INTERCHANGEABLE CORE - 23 - 030 'C' KEYWAY (IF AVAILABLE 626 SCH 1 EA FLOOR STOP - 1462 BLACK DO 3 EA SILENCER - SR64 GRAY IVE 626ENTRANCE LOCK - LEVER VON996L VON 626 SCHINTERCHANGEABLE CORE - 23-030 "C" KEYWAY 1 EA PIVOT HINGES AND INTERMEDIATE - EXISTING TO REMAIN 2 SET LOCKSET, 3 POINT LOCKING DEVICE - REMOVE/MODIFY AS REQUIRED TO PROVIDE LOCK BELOW 1 EA 1 EA THRESHOLD - EXISTING TO REMAIN 1 SET WEATHERSTRIP - EXISTING TO REMAIN PIVOT HINGES AND INTERMEDIATE - EXISTING TO REMAIN CLOSER - EXISTING TO REMAIN WEATHERSTRIP - EXISTING TO REMAIN HARDWARE GROUP - 06 EXTERIOR KITCHEN FINISH MANF 1 SET HINGES - EXISTING TO REMAIN 1 EA 626CYLINDER PULL 1874 DON 1 EA 626 DOOR PANIC - VON DUPRIN 99A-NL-OP-388 SOFT TOUCH EXPOSED VERTICAL ROD TOUCH BAR PANIC WITH HEX DOGGING VON 1 EA US26DCYLINDER 20-062-ICX SCH 1 EA SCHINTERCHANGEABLE CORE - 23-030 "C" KEYWAY US26D 1 EA CLOSER - EXISTING TO REMAIN 1 EA BLACKFLOOR STOP 1462 DO 1 SET 1 EA THRESHOLD - EXISTING TO REMAIN WEATHERSTRIP - EXISTING TO REMAIN 1 EA 626DOOR VIEWER ULDV180 (IF APPLICABLE) DO NO PANIC HARDWARE IS PROVIDED AT THIS DOOR IN ACCORDANCE WITH IBC SECTION 1010.1.10 EXCEPTION #1 AND SECTION 1010.1.9.4 ITEM #2 1 EA 626EXTERIOR LEVER - VON996L VON THRESHOLD - EXISTING TO REMAIN NOT USED DOOR CLOSER 4" MAXIMUM PROJECTION INTO CLEAR WIDTH WHERE VISION LIGHTS ARE PROVIDED, LIGHTS SHOULD EXTEND TO WITHIN 43" OF FINISHED FLOOR DOOR HARDWARE TO BE LOCATED BETWEEN 34" AND 40" ABOVE FINISHED FLOOR BOTTOM 10" OF DOOR SURFACE TO BE SMOOTH 34 " (N O P R O J E C T I O N S P E R M I T T E D ) 3 2 " (M I N I M U M C L E A R W I D T H ) 90 DEGREES NOTE: HARDWARE TO BE OPERATED WITH ONE HAND, WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THRESHOLDS ARE LIMITED TO 1/2" MAXIMUM HEIGHT. INTERIOR DOORS, OTHER THAN FIRE DOORS, SHOULD BE ABLE TO BE OPERATED WITH 5 POUNDS OF FORCE. EXTERIOR DOOR AND FIRE DOORS ARE REGULATED BY THE AUTHORITY HAVING JURISDICTION. REFER TO ICC A117.1 FOR APPROACH REQUIREMENTS. AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:44 PM MO B E T T A H S ( T I ) DO O R A N D F R A M E T Y P E S A631 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D DOOR AND FRAME SCHEDULE Z PANEL FRAME HARDWARE NOTES DOOR #DOOR # ROOM NAME DIMENSIONS NO. OF PANELS TYPE MATERIAL FINISH GLAZING MATERIAL FINISH FRAME DETAIL HARDWARE SETW H T HEAD JAMB SILL FINISHED FLOOR 100A DINING 3' - 0" 7' - 0" 0' - 1 3/4" 1 AM EX EX EX EX EX EX EX EX 01 100A 100B 3' - 0" 7' - 0" 0' - 1 3/4" 1 AM EX EX EX EX EX EX EX EX 02 100B 104 KITCHEN 4' - 0" 7' - 0" 0' - 1 3/4" 1 F EX P-6 -- EX P-6 EX EX EX 06 E-1 ON EXTERIOR 104 105 WOMEN'S ROOM 3' - 0" 6' - 8" 0' - 1 3/4" 1 F EX P-6 -- EX P-6 EX EX EX 05 3 105 106 MEN'S ROOM 3' - 0" 6' - 8" 0' - 1 3/4" 1 F EX P-6 -- EX P-6 EX EX EX 05 3 106 108 CLOSET 2' - 8" 7' - 0" 0' - 1 3/4" 1 F EX P-6 -- EX P-6 EX EX EX 06 E-1 ON EXTERIOR 108 1/4" = 1'-0"1 TYPICAL ACCESSIBLE DOOR DETAIL 1 num. description date WALL- MOUNTED EXIT SIGN AT EXIT DOOR LOW LEVEL EXIT SIGN (WHERE OCCURS) AT EXIT DOOR 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 FIREMAN'S TELEPHONE JACK SECURITY STROBE LIGHT (BLUE LIGHT) AUDIBLE & VISUAL FIRE ALARM SWITCH AT DOOR OR CASED OPENING DARK ROOM STATUS LIGHT CARD READER, LOCAL ALARM, OR ARMING STATION WALL-MTD TELEPHONE & OUTLETSPECIAL PURPOSE OUTLETS THERMOSTAT OR FIRE ALARMTELEPHONE OR DATA OUTLET INTERCOM STATION DESK INTERCOM OUTLET DUPLEX OUTLETDUPLE X OUTLET LIGHT SWITCH MANUAL FIRE ALARM PULL STATION CLOCK OR CLOCK OUTLET 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 WALL-MOUNTED LAVATORY AND MIRROR (SIDE VIEW) ELECTRICAL PANEL BOARD (NON- PROTRUDING) ADA MIRROR FEC OR FHV CABINET IN LAB CORRIDOR 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 " MO U N T O N S T R I K E S I D E 4"EQEQ 6" 4" 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 " 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 1' - 6 " 3' - 9 " 4' - 0 " 7' - 0 " 2' - 6 " 4' - 1 1 " 4' - 1 " 3' - 7 1 / 2 " 5' - 0 " 3' - 8 3 / 4 " 2' - 3 " 2' - 9 " 9" MI N 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 6' - 6 " 1' - 9 " 4' - 0 " (A D A ) 4' - 0 " M A X H E I G H T R E A C H 3' - 0 " M I N . F O R C O N T R O L S 1' - 3 " M I N L O W R E A C H 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 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 11" MIN NOTE: ADA COMPLIANT SIGN WITH RADIUS CORNER AND RADIUS BORDER. RAISED COPY AND BRAILLE. "MP" WITH WHITE TEXT, BROWN BACKGROUND MEN 8" 6" NOTE: ADA COMPLIANT SIGN WITH RADIUS CORNER AND RADIUS BORDER. RAISED COPY AND BRAILLE. "MP" WITH WHITE TEXT, BROWN BACKGROUND WOMEN 8" 6" MAXIMUM CAPACITY IS ## FOR THIS ROOM NOTE: SIGN WITH RADIUS BORDER. "MP" PLASTIC WITH WHITE TEXT, BROWN BACKGROUND 1' - 0" 6" PROVIDE MAXIMUM OCCUPANCY SIGNAGE ACCORDING TO OCCUPANCY CALCULATION ON SHEET G001; SIGNAGE TO BE PLACED IN CONSPICUOUS PLATE ADJACENT TO MAIN ENTRY/EXIT; 60" MAX A.F.F. AND MAY NOT BE OBSCURED BY ANY OTHER ELEMENTS. SIGN SHOULD BE PERMANENT TYPE WITH 1" MINIMUM LETTERING, STANDARD FRONT, ON CONTRASTING BACKGROUND AR-985479PH NO L N D WIE S O J W A N G ER 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 4:33:45 PM MO B E T T A H S ( T I ) TY P I C A L M O U N T I N G H E I G H T S A651 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 3/8" = 1'-0"1 FIXTURE & SIGNAGE HEIGHTS AD - O - 0 6 3" = 1'-0"2a ADA MEN SIGN 2a 3" = 1'-0"2b ADA WOMEN SIGN 2b 3" = 1'-0"3 SIGNAGE - MAXIMUM CAPACITY num. description date ABBREVIATIONS: ACT-ACOUSTICAL CEILING TILE AFF-ABOVE FINISHED FLOOR AMP-AMPERES APPROX-APPROXIMATELY ARCH-ARCHITECT, ARCHITECTUAL BIB-BAG IN BOX BTU-BRITISH THERMAL UNITS C&P-CORD & PLUG CL-CENTERLINE CT-COUNTERTOP CAB-CABINET CFM-CUBIC FEET PER MINUTE C/G-CORNER GUARD CHEM-CHEMICAL CLG-CEILING CLR-CLEAR CO-CONVENIENCE OUTLET CO2-CARBON DIOXIDE CONN-CONNECTION CONV-CONVECTION CW -COLD WATER D&I-DEDICATED / ISOLATED DBL-DOUBLE DCO-DUPLEX OUTLET / DEDICATED OUTLET DFA-DOWN FROM ABOVE DIA-DIAMETER DIM-DIMENSION DISP-DISPENSER DR-DOOR DS-DUMP SINK DTL-DETAIL DW -DIRECT WASTE D/W -DISH WASHER DWG-DRAWING EC-ELECTRICAL CONTRACTOR EA-EACH ELEC-ELECTRICAL ELEV-ELEVATION EQ-EQUAL EQUIP-EQUIPMENT EXIST-EXISTING FAB-FABRICATION FF&E-FURNITURE, FIXTURES & EQUIPMENT FFD-FLOOR FUNNEL DRAIN FLR-FLOOR FRP-FIBER-REINFORCED PLASTIC FS-FLOOR SINK, FOODSERVICE FT-FLOOR TROUGH FUT-FUTURE FW -FILTERED WATER FZR-FREEZER GAL-GALLON GC-GENERAL CONTRACTOR GPM-GALLONS PER MINUTE GYP-GYPSUM HP-HORSEPOWER HS-HAND SINK HT-HEIGHT HVAC-HEATING, VENTILATION & AIR HW -HOT WATER ID-INSIDE DIMENSION, INTERIOR DESIGN IW -INDIRECT WASTE JBOX-JUNCTION BOX KEC-KITCHEN EQUIPMENT CONTRACTOR KW -KILOWATT LOC-LOCATE LP-PROPANE GAS MAT'L-MATERIAL MAX-MAXIMUM MECH-MECHANICAL MFG-MANUFACTURER MIN-MINIMUM MOD-MODIFY MTD-MOUNTED MUA-MAKE UP AIR MWC-MILLWORK CONTRACTOR NIC-NOT IN CONTRACT NPT-NATIONAL PIPE THREAD NSF-NATIONAL SANITATION FOUNDATION NTS-NOT TO SCALE OC-ON CENTER OAD-OVERALL DEPTH OAL-OVERALL LENGTH OAW -OVERALL WIDTH OD-OUTSIDE DIMENSION OFCI-OWNER FURNISHED, CONTRACTOR INSTALLED PC-PLUMBING CONTRACTOR PH-PHASE PLAM-PLASTIC LAMINATE QT-QUART QTY-QUANTITY RI-ROUGH-IN REF-REFRIGERATOR, REFRIGERATION REQ-REQUIRED REV-REVISION RR-RESTROOM RTU-ROOF TOP UNIT SM-SHEET METAL SS-STAINLESS STEEL SCH-SCHEDULE SCO-SINGLE CONNECTION OUTLET SF-SQUARE FOOT SPEC-SPECIFICATION SQ FT-SQUARE FOOT SQ-SQUARE STD-STANDARD TBD-TO BE DETERMINED TEMP-TEMPERATURE, TEMPORARY TYP-TYPICAL UC-UNDER COUNTER US-UNDER SHELF UL-UNDERWRITER'S LABRATORIES UNO-UNLESS NOTED OTHERWISE V-VOLTS VFY-VERIFY VIF-VERIFY IN FIELD W -WATTS W/-WITH WI-WALK-IN REFRIGERATION W/O-WITHOUT WT-WORK TOP WD-WOOD WH-WATER HEATER WIC-WALK-IN COOLER WIF-WALK-IN FREEZER GENERAL NOTES: 1. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN, IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB- CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICAL REQUIREMENTS FOR ALL ITEMS SHOWN AS FUTURE, NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH-IN AND CONNECTION. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO THE BUILDING THAT AFFECTS EQUIPMENT PLACEMENT AND SIZES (I.E., WALL CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC.) 4. SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING, AND ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO THOSE REQUIRED FOR: MAKE-UP AIR, CLASS II EXHAUST DUCTS, AND FIRE-RATED SHAFTS FOR CLASS I EXHAUST DUCTS. 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR LINES, AND DATA LINES. CONDUIT SHALL BE CIRCULAR PVC EQUAL TO THE DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MINIMUM RADIUS OF TWENTY- FOUR INCHES. 7. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER INSTALLATION OF RELATED EQUIPMENT AND FURNISHING ITEMS. 8. ALL DIMENSIONS SHOWN ARE FROM FACE OR FINISHED WALL OF FLOOR 9. ALL UTILITY ROUGH-INS SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE PENDING FINAL EQUIPMENT SELECTION AND LOCATION. 10. ALL UTILITY ROUGH-INS, FINAL CONNECTIONS, AND HOOK-UPS SHALL BE PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB- CONTRACTORS IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL CODES. 11. SEISMIC BRACING INFORMATION, IF REQUIRED, IS NOT INDICATED ON THESE PLANS NOR IS IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. Mechanical Notes: 1. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL EXHAUST AND SUPPLY DUCTS FOR KITCHEN HOODS IN ACCORDANCE WITH APPLICABLE NATIONAL AND LOCAL CODES AND SHALL COORDINATE AIR VOLUME REQUIREMENTS, DUCT SIZES, AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 2. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT 100% OF THE AIR PULLED FROM THE KITCHEN IS REPLACED. WHERE A PORTION OF SUPPLY AIR IS PROVIDED THROUGH THE HOODS, THE MECHANICAL CONTRACTOR SHALL PROVIDE THE REMAINDER AS REQUIRED AND BALANCE THE COMPLETE SYSTEM. 3. WHERE DUCTWORK IS SUPPLIED BY THE MECHANICAL CONTRACTOR, THE MECHANICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS BETWEEN DUCTWORK AND HOOD DUCT COLLARS. 4. THE MECHANICAL CONTRACTOR SHALL PERFORM FINAL AIR BALANCING TO THE BUILDING. 5. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL HOOD HANGING PERMITS AS PART OF THE MECHANICAL PERMIT. THESE DOCUMENTS ARE TO INCLUDE ALL SEISMIC AND ENGINEERING CALCULATIONS APPLICABLE TO NATIONAL AND LOCAL CODES. 6. ALL DUCT SENSORS, WHEN SHIPPED LOOSE WITH THE HOODS, SHALL BE INSTALLED BT THE MECHANICAL CONTRACTOR ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. Wall Backing Notes: 1. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND BARGREEN ELLINGSON AT THE TIME LAYOUT FOR WALL BACKING FOR CONFIRMATION OF ALL DIMENSIONS AND UP-DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO BE ⅝”PLYWOOD, WALL BACKING NOTED AS S.M. TO BE 16 - GAUGE SHEET METAL. 4. WALL BACKING TO BE BUILT INTO WALL SO THAT FINISHED WALL IS A FLUSH SURFACE. Plumbing Notes: 1. ALL PLUMBING ROUGH-INS WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTORS PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PRE NATIONAL AND LOCAL CODES. 2.UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING-TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH, AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINE AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE USABLE STORAGE SPACE. 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER. 7. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAIN LINES FROM ICE BINS, ICE PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. 8. ALL INDIRECT WASTE LINES TO HAVE A 2”MINIMUM AIR GAP. 9. FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED WITH ¾ GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STREAMER(S), AND OTHER EQUIPMENT, AS REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL BE 140 DEGREES. COORDINATE LOCATION OF THE WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR. 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS, AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR THE FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT’S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. Electrical notes: 1. ALL ELECTRICAL ROUGH-IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR’S PLANS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLETS AND RECEPTACLE COVERS IN SERVICE AREAS. 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT’S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU BOARDS, TELEPHONE AND DATA LINES, ETC. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND LABELING. 5. ALL ELECTRICAL ROUGH-INS WORK AND FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIDED ON THESE PLANS BY BARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL-TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, DISCONNECTS, FLEX, CONDUIT, CONTACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, SHUNT TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS. COVERS, ETC. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANEL(S) SIZE AND LOCATION ALONG WITH AVAILABLE VOLTAGE AND PHASE. 8. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK-IN REFRIGERATORS AND FREEZERS INCLUDING, BUT NOT LIMITED TO: LIGHTS, DOOR VENTS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR MOUNTED EVAPORATOR COILS. ELECTRICAL SHALL ALSO PROVIDE DISCONNECTS AND THERMO-OVERLOAD PROTECTION FOR COMPRESSORS. 9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE OR DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL ELECTRICAL OUTLETS, JUNCTION BOXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. 13. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS, SOUND SYSTEM, ETC. INCLUDING CONDUIT RUNS AND DEDICATED / ISOLATED OUTLET REQUIREMENTS. 14. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTERLINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. 15. TEMPERATURE SENSORS RELATED TO THE HOOD SYSTEM, AND INTENDED TO BE INSTALLED IN THE KITCHEN SPACE, SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 6626 TACOMA MALL BLVD. | TACOMA, WA 98409 | 253.475.9201 WWW.BARGREEN.COM This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. © 2023 BARGREEN ELLINGSON INC. DESIGNER: PROJECT MGR: PROJECT NUMBER: CITY OF BEND STAMP LOCATION CITY OF BEND STAMP LOCATION CI T Y O F B E N D S T A M P L O C A T I O N CI T Y O F B E N D S T A M P L O C A T I O N Arch D 24x36 PR I N T DA T E : PR O J E C T N U M B E R : 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 1 P M PROJECT ADDRESS Rexburg, ID 80107720 LOGAN LYBBERT ZACH HANSEN MO' BETTAH'S REXBURG, ID 80 1 0 7 7 2 0 MO ' B E T T A H ' S RE X B U R G , I D SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS 615 614 614.1 643 645 614 614.1 614 614.1 613 614 614.1 WS WHWF 622 626 405 800 801 804 805 403 644 625 201 400 200200 810 204 402 203203 303 302 300 820 306 502420301 623624 202 820 998 999 911 911 999 998 300 412409.1 411 409 502 410 406 304 900 QF7003 QF7005 QF7007 QF700 QF700 QF700 9504 1 2 4 6 8 QF700 7 867 56 11 2 3 4 3 45 89 2 690 902 810 901 901 700 700 996 643 403 903903903 625 802 626 803 SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 1 P M PR O J E C T A D D R E S S Re x b u r g , I D QF100 80107720 LOGAN LYBBERT EQUIPMENT FLOOR PLAN ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 3/8" = 1'-0"1 EQUIPMENT PLAN EQUIPMENT LIST IT E M N O . QU A N T I T Y DESCRIPTION 200 2 COOKER, RICE 201 1 STOCK POT RANGE 202 1 CONVECTION OVENS DOUBLE STACK 203 2 SUPER RUNNER 43-lb. GAS TUBE FRYER 204 1 BROILER, UNDER-FIRED, GAS, COUNTER 300 2 UNDERCOUNTER REFRIGERATOR 301 1 MEGA TOP UNIT 302 1 REFRIGERATOR/FREEZER, REACH-IN 303 1 REFRIGERATOR, REACH-IN 304 1 MERCHANDISER, SELF CONTAINED 306 1 UNDERCOUNTER REFRIGERATOR 400 1 EQUIPMENT STAND 402 1 WORK TABLE 30X36 403 2 WORK TABLE 30X60 405 1 WORK TABLE 24X48 406 1 WORK TABLE 24X36 409 1 CUSTOM DROP-IN TABLE HOT SIDE 409.1 1 CUSTOM DROP-IN TABLE COLD SIDE 410 1 DROP-IN MODULAR/GANGED HEATED WELLS 411 1 DROP-IN MODULAR/GANGED HEATED WELLS 412 1 DROP IN, COLD WELL 420 1 FOUR (4) WELL HOT HOLDING UNIT 502 2 PORTABLE FOODWARMERS 504 1 HEATED CABINET, REACH-IN 613 1 E STARTER 5VS 24X36X84 614 4 E STARTER 5V 24X48X84 614.1 4 E ADD ON 5V 24X48X84 615 1 E STARTER 5V 24X60X84 622 1 SHELVING, WIRE 18X36 623 1 SHELVING, WIRE 18X42 624 1 SHELVING, WIRE 18X48 625 2 SHELVING, WIRE 18X60 626 2 SHELVING, WIRE 18X72 643 2 DUNNAGE RACK 644 1 DUNNAGE RACK 645 1 DUNNAGE RACK 690 1 LOCKERS 700 2 ICE MACHINE, CUBE 750 800 1 3 COMPARTMENT SINK 801 1 EASYINSTALL PRE-RINSE UNIT 802 1 2 COMPARTMENT SINK 803 1 8'' WALL MOUNT MIXING FAUCET 804 1 MOP SINK 805 1 8'' WALL MOUNT SERVICE SINK 810 2 POT FILLER WALL MOUNT FAUCET 820 2 16''W HAND SINK 900 1 CUSTOM SNEEZE GUARD 901 2 CHANGING TABLE 902 3 HIGH CHAIRS 903 3 INGREDIENT BINS - 102 L INGREDIENT BIN 911 2 MINI TWIN BUBBLER 996 1 BAG-N-BOX 998 2 POS 999 2 ICE BEVERAGE DISPENSER SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 2 P M PR O J E C T A D D R E S S Re x b u r g , I D QF200 80107720 LOGAN LYBBERT EQUIPMENT SCHEDULE ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D EQUIPMENT SCHEDULE IT E M N O . QU A N T I T Y DESCRIPTION MANUFACTURER MODEL ELECTRICAL ELECTRICAL REMARKS IT E M N O . PLUMBING GAS PLUMBING REMARKS NOTESWA T T S AM P S HP VOLTS PH A S E CO N N . T Y P E EL E C T R I C A L A F F HO T W A T E R S I Z E HO T W A T E R A F F CO L D W A T E R S I Z E CO L D W A T E R A F F FI L T E R E D W A T E R FW C O N N E C T I O N N O . IN D I R E C T D R A I N DI R E C T W A S T E S I Z E DI R E C T W A S T E A F F GA S S I Z E GA S B T U GA S A F F 200 2 COOKER, RICE TOWN FOOD RM-55N-R 200 3/4" 34600.0 Btu/h +28" 201 1 STOCK POT RANGE IMPERIAL RANGE ISPA-18-2 201 3/4" 180000.0 Btu/h +12" 202 1 CONVECTION OVENS DOUBLE STACK MOFFAT E28M4-2 5400 W 25.8 A 208 V / 240 V 1 6-30P +36"202 203 2 SUPER RUNNER 43-lb. GAS TUBE FRYER DEAN (FRYMASTER) SR142G 203 3/4" 105000.0 Btu/h +12" 204 1 BROILER, UNDER-FIRED, GAS, COUNTER MAGIKITCH'N APM-RMB-660CR 204 3/4" 204000.0 Btu/h +33" 300 2 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-28L-N6 242 W 2.1 A 1/6 115 V 1 5-15P +10"300 301 1 MEGA TOP UNIT TURBO AIR MST-28-12-N 322 W 3.8 A 1/5 115 V 1 5-15P +12"301 302 1 REFRIGERATOR/FREEZER, REACH-IN TURBO AIR M3RF19-2-N 552 W 4.8 A 3/8 115 V 1 5-15P +70"302 303 1 REFRIGERATOR, REACH-IN TURBO AIR M3R24-1-N 288 W 2.5 A 1/4 115 V 1 5-15P +70"303 304 1 MERCHANDISER, SELF CONTAINED FEDERAL INDUSTRIES ELPRSS3 1920 W 16.0 A 1/3 120 V 1 5-15P +12"304 306 1 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-20S-N6 437 W 3.8 A 1/5 115 V 1 5-15P +12"306 400 1 EQUIPMENT STAND JOHN BOOS EES8-3048 400 402 1 WORK TABLE 30X36 JOHN BOOS UFBLS3630-X 402 403 2 WORK TABLE 30X60 JOHN BOOS ST6R1.5-3060SBK 403 405 1 WORK TABLE 24X48 JOHN BOOS UFBLS4824 405 406 1 WORK TABLE 24X36 JOHN BOOS UFBLS3624 406 409 1 CUSTOM DROP-IN TABLE HOT SIDE CUSTOM CUSTOM 409 409.1 1 CUSTOM DROP-IN TABLE COLD SIDE CUSTOM CUSTOM 409.1 410 1 DROP-IN MODULAR/GANGED HEATED WELLS HATCO HWBI-1DA 1227 W 5.9 A 208 V / 240 V 1 6-15P +18"410 3/4" +18" YES +18" 411 1 DROP-IN MODULAR/GANGED HEATED WELLS HATCO HWBI-5MA 4815 W 23.2 A 208 V / 240 V 1 6-50P +18"411 3/4" +18" YES 412 1 DROP IN, COLD WELL HATCO CWB-2 300 W 3.8 A 1/5 120 V 1 5-15P +18"412 YES 420 1 FOUR (4) WELL HOT HOLDING UNIT VOLLRATH 38118 2400 W 13.3 A - 208 V / 240 V 1 6-20P +18"420 YES 502 2 PORTABLE FOODWARMERS HATCO CORPORATION GRFFB 750 W 6.3 A 120 V 1 5-15P +18"502 504 1 HEATED CABINET, REACH-IN TURBO AIR PRO-26H2 1664 W 7.5 A 208 V / 240 V 1 L14-20P +72"504 613 1 E STARTER 5VS 24X36X84 CAMBRO ESU243684VS5580 613 614 4 E STARTER 5V 24X48X84 CAMBRO ESU244884V5580 614 614.1 4 E ADD ON 5V 24X48X84 CAMBRO EA244884V5580 614.1 615 1 E STARTER 5V 24X60X84 CAMBRO ESU246084V5580 615 622 1 SHELVING, WIRE 18X36 GLOBAL S1836B 622 623 1 SHELVING, WIRE 18X42 GLOBAL S1842B 623 624 1 SHELVING, WIRE 18X48 GLOBAL S1848B 624 625 2 SHELVING, WIRE 18X60 GLOBAL S1860B 625 626 2 SHELVING, WIRE 18X72 GLOBAL S1872B 626 643 2 DUNNAGE RACK CAMBRO DRS36480 643 644 1 DUNNAGE RACK CAMBRO DRS48480 644 645 1 DUNNAGE RACK CAMBRO DRS600480 645 690 1 LOCKERS GSW ELS-6DR 690 700 2 ICE MACHINE, CUBE 750 ICETRO IM-0750-AH 3120 W 15.0 A 208 V / 240 V 1 DIRECT 700 3/8" +72" YES 800 1 3 COMPARTMENT SINK GSW SH18243D 800 YES 801 1 EASYINSTALL PRE-RINSE UNIT T&S BRASS B-0133-A12-CCB 801 1" +16" 1/2" +16" 802 1 2 COMPARTMENT SINK GSW SH18242D 802 YES 803 1 8'' WALL MOUNT MIXING FAUCET T&S BRASS B-0231-CC 803 1" +16" 1/2" +16" 804 1 MOP SINK JOHN BOOS PBMS2424-12-X 804 2" +1" 805 1 8'' WALL MOUNT SERVICE SINK T&S BRASS B-0665-BSTP 805 1" +18" 1/2" +18" 810 2 POT FILLER WALL MOUNT FAUCET T&S BRASS B-0592 810 1/2" +36" 820 2 16''W HAND SINK GSW HS-1217S 820 1" +18" 1/2" +18" 1 1/2" +24" 900 1 CUSTOM SNEEZE GUARD HATCO EP5 900 901 2 CHANGING TABLE KOALA KB200-05 901 902 3 HIGH CHAIRS KOALA KB105-02 902 903 3 INGREDIENT BINS - 102 L INGREDIENT BIN CAMBRO IBS27148 903 911 2 MINI TWIN BUBBLER CRATHCO CS-2E-16 432 W 3.6 A 1/10 120 V 1 5-15P +42"911 996 1 BAG-N-BOX BY OTHERS BY OTHERS 1 W 1.0 A 1/10 208 V / 240 V 1 5-15P +12"996 998 2 POS BY OTHERS BY OTHERS 998 999 2 ICE BEVERAGE DISPENSER COCA-COLA BY COCA-COLA 1 W 1.0 A 115 V 1 DIRECT +66" BY COCA-COLA 999 3/8" +1"BY COCA-COLA REVISION # DATE DESCRIPTION DUPLEX OUTLET DATA PORT WITH DUPLEX 120 FLOOR OUTLET HI VOLTAGE J-BOX LIGHT FIXTURE LIGHT SWITCH ELECTRICAL CONN. POINT ELECTRICAL STUB-UP FIELD CONNECTION POINT ELECTRICAL LEGEND 303+7 0 302+7 0 31 1/4"50 1/4" 300+1 0 18"304+1 2 300+1 0 412+1 8 12 1/4"30" 78 1 / 2 " 13 1 / 4 " 10 1 / 4 " 411+1 8 410+1 8 502+1 8 30 3 / 4 " 16 1 / 4 " 911+4 2 43 3/4"20"69 3/4"9" 202+1 8 504+7 2 301+1 2 420+1 8 41"21 3/4" 911+4 2 502+1 8 22 1 / 2 " 306+1 2 700+8 4 700+8 4 32 1/4" SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 2 P M PR O J E C T A D D R E S S Re x b u r g , I D QF300 80107720 LOGAN LYBBERT ELECTRICAL ROUGH-IN PLAN ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D ELECTRICAL SCHEDULE IT E M N O . QU A N T I T Y DESCRIPTION MANUFACTURER MODEL WA T T S AM P S HP VO L T S PH A S E CO N N . T Y P E EL E C T R I C A L A F F ELECTRICAL REMARKS 202 1 CONVECTION OVENS DOUBLE STACK MOFFAT E28M4-2 5400 W 25.8 A 208 V / 240 V 1 6-30P +36" 300 2 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-28L-N6 242 W 2.1 A 1/6 115 V 1 5-15P +10" 301 1 MEGA TOP UNIT TURBO AIR MST-28-12-N 322 W 3.8 A 1/5 115 V 1 5-15P +12" 302 1 REFRIGERATOR/FREEZER, REACH-IN TURBO AIR M3RF19-2-N 552 W 4.8 A 3/8 115 V 1 5-15P +70" 303 1 REFRIGERATOR, REACH-IN TURBO AIR M3R24-1-N 288 W 2.5 A 1/4 115 V 1 5-15P +70" 304 1 MERCHANDISER, SELF CONTAINED FEDERAL INDUSTRIES ELPRSS3 1920 W 16.0 A 1/3 120 V 1 5-15P +12" 306 1 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-20S-N6 437 W 3.8 A 1/5 115 V 1 5-15P +12" 410 1 DROP-IN MODULAR/GANGED HEATED WELLS HATCO HWBI-1DA 1227 W 5.9 A 208 V / 240 V 1 6-15P +18" 411 1 DROP-IN MODULAR/GANGED HEATED WELLS HATCO HWBI-5MA 4815 W 23.2 A 208 V / 240 V 1 6-50P +18" 412 1 DROP IN, COLD WELL HATCO CWB-2 300 W 3.8 A 1/5 120 V 1 5-15P +18" 420 1 FOUR (4) WELL HOT HOLDING UNIT VOLLRATH 38118 2400 W 13.3 A - 208 V / 240 V 1 6-20P +18" 502 2 PORTABLE FOODWARMERS HATCO CORPORATION GRFFB 750 W 6.3 A 120 V 1 5-15P +18" 504 1 HEATED CABINET, REACH-IN TURBO AIR PRO-26H2 1664 W 7.5 A 208 V / 240 V 1 L14-20P +72" 911 2 MINI TWIN BUBBLER CRATHCO CS-2E-16 432 W 3.6 A 1/10 120 V 1 5-15P +42" 996 1 BAG-N-BOX BY OTHERS BY OTHERS 1 W 1.0 A 1/10 208 V / 240 V 1 5-15P +12" REVISION # DATE DESCRIPTION 3/8" = 1'-0"1 ELECTRICAL PLAN COLD WATER DIRECT DRAIN FILTERED WATER IN/OUT INDIRECT DRAIN GAS CONNECTION HOT WATER WATER STUB-UP BEVERAGE STUB-UP FIELD CONNECTION LINE FLOORS SINKS FLOOR DRAIN FUNNEL FLOOR DRAIN PLUMBING LEGEND GAS STUB-UP A 1 2 B K1 K2 KA 100 1/4"70 3/4" 810+3 6820+1 8 +1 8 36 3 / 4 " 27 " 411+1 8 410+1 8 10 0 1 / 2 " 16 " 31 " 204+3 3 203+1 2 203+1 2 126 1/4" 820+1 8 +1 8 18 1 / 2 " 5" 22 " 55 3 / 4 " 16 3 / 4 " 805+1 8 +1 8 70 " 801+1 6 +1 6 200+2 8 810+3 6 200+2 8 201+1 2 803+1 6 +1 6 3 1 / 4 " 54 1/2" 700+7 2 700+7 2 SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 2 P M PR O J E C T A D D R E S S Re x b u r g , I D QF400 80107720 LOGAN LYBBERT PLUMBING ROUGH-IN PLAN ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D PLUMBING SCHEDULE IT E M N O . QU A N T I T Y DESCRIPTION MANUFACTURER MODEL HO T W A T E R S I Z E HO T W A T E R A F F CO L D W A T E R S I Z E CO L D W A T E R A F F FI L T E R E D W A T E R FW C O N N E C T I O N N O . IN D I R E C T D R A I N DI R E C T W A S T E S I Z E DI R E C T W A S T E A F F ST E A M S I Z E ST E A M A F F GA S S I Z E GA S B T U GA S A F F PLUMBING REMARKS 200 2 COOKER, RICE TOWN FOOD RM-55N-R 3/4" 34600.0 Btu/h +28" 201 1 STOCK POT RANGE IMPERIAL RANGE ISPA-18-2 3/4" 180000.0 Btu/h +12" 203 2 SUPER RUNNER 43-lb. GAS TUBE FRYER DEAN (FRYMASTER) SR142G 3/4" 105000.0 Btu/h +12" 204 1 BROILER, UNDER-FIRED, GAS, COUNTER MAGIKITCH'N APM-RMB-660CR 3/4" 204000.0 Btu/h +33" 410 1 DROP-IN MODULAR/GANGED HEATED WELLS HATCO HWBI-1DA 3/4" +18" YES +18" 411 1 DROP-IN MODULAR/GANGED HEATED WELLS HATCO HWBI-5MA 3/4" +18" YES 412 1 DROP IN, COLD WELL HATCO CWB-2 YES 420 1 FOUR (4) WELL HOT HOLDING UNIT VOLLRATH 38118 YES 700 2 ICE MACHINE, CUBE 750 ICETRO IM-0750-AH 3/8" +72" YES 800 1 3 COMPARTMENT SINK GSW SH18243D YES 801 1 EASYINSTALL PRE-RINSE UNIT T&S BRASS B-0133-A12-CCB 1" +16" 1/2" +16" 802 1 2 COMPARTMENT SINK GSW SH18242D YES 803 1 8'' WALL MOUNT MIXING FAUCET T&S BRASS B-0231-CC 1" +16" 1/2" +16" 805 1 8'' WALL MOUNT SERVICE SINK T&S BRASS B-0665-BSTP 1" +18" 1/2" +18" 810 2 POT FILLER WALL MOUNT FAUCET T&S BRASS B-0592 1/2" +36" 820 2 16''W HAND SINK GSW HS-1217S 1" +18" 1/2" +18" 1 1/2" +24" REVISION # DATE DESCRIPTION3/8" = 1'-0"1 PLUMBING PLAN FLOOR SINKS FLOOR DRAIN FUNNEL FLOOR DRAIN DIRECT DRAIN UNDERSLAB LEGEND GAS STUP-UP WATER STUP-UP ELECTRICAL STUP-UP BEVERAGE STUP-UP FLOOR DEPRESSION A 1 2 B K1 K2 KA 36" 42 " 59 1/4" 27 1 / 2 " 2 1 / 4 " 39 3/4" 33 1 / 4 " 70 3/4" 82 1/2" 72 1 / 2 " 70 " 79" SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 3 P M PR O J E C T A D D R E S S Re x b u r g , I D QF500 80107720 LOGAN LYBBERT UNDER SLAB PLAN ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 3/8" = 1'-0"1 UNDER SLAB PLAN UNDERSLAB SCHEDULE IT E M N O . QU A N T I T Y MANUFACTURER MODEL DESCRIPTION DW S I Z E DW A F F PLUMBING REMARKS FSHG 1 BY OTHER FLOOR SINK HALF GRATE 3" +12" FSHG 1 BY OTHER FLOOR SINK HALF GRATE 3" +12" FSHG 1 BY OTHER FLOOR SINK HALF GRATE 3" +12" FSHG 1 BY OTHER FLOOR SINK HALF GRATE 3" +12" FSOG 1 BY OTHER FLOOR SINK OPEN GRATE 3" +12" FSOG 1 BY OTHER FLOOR SINK OPEN GRATE 3" +12" 18 " 30 " (WB- A) HAND SINK 48 " 84 " (WB- H) MOP SINK CABINET 60 " 36 " 96 " (WB-B) PRE- RINSE 48 " 48 " 96 " (WB-C) SHELVES 48 " 24 " 72 " (WB-D) UTILITY SHELVES 18 " 60 " (WB- E) WATER FILTER 78 " 22 " 58 " (WB- F) SALAMANDER 80 " 30 " 48 " (WB- G) WALL CABINET 78 " 84 " (WB- I) EMPLOYEE LOCKER 24 " 60 " (WB- J) HOSE REEL 84 " WALL BACKING LEGEND WB-A +30" - +48" AFF WB-B +36" - +96" AFF WB-C +48" - +96" AFF WB-D +24" - +72" AFF WB-E +60" - +78" AFF WB-F +58" - +80" AFF WB-G +48" - +78" AFF WB-H +00" - +84" AFF WB-I WB-J +60" - +84" AFF +00" - +84" AFF WB - B 9" 58 " WB - C 74 " WB-A 16" WB-A 16"76 1/4" WB-C 92 1/4" 5" WB - C 15 8 3 / 4 " WB - C 12 1 " WB-D 28" WB-D 28" WB - D 30 1 / 2 " SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 3 P M PR O J E C T A D D R E S S Re x b u r g , I D QF600 80107720 LOGAN LYBBERT SPECIAL CONDITIONS ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 3/8" = 1'-0"1 SPECIAL CONDITIONS ELEVATION NOTES: SCALED ELEVATIONS ARE TO PROVIDE CONTEXT FOR EQUIPMENT DESIGN/ LAYOUT ONLY. REFER TO ARCHITECTURALS FOR ANY INFORMATION PERTAINING TO PROPOSED BUILDING DESIGN OR AS-BUILT CONDITIONS. 900 409 411 502 410 304 406 998 409.1 412 300 300 303 302 203 203 402 204 201 200200 810 400 625 TY P 66 " 403 644 805 804 615 622 626 801800 405 TY P 66 " 623 624 504 202 820301 420 810502 TY P 66 " 998 502 306 911 999 700 999 911 902 700 SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 4 P M PR O J E C T A D D R E S S Re x b u r g , I D QF700 80107720 LOGAN LYBBERT ELEVATION VIEWS ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 1/2" = 1'-0"1 Elevation - Hot Line East 1/2" = 1'-0"2 Elevation - Hot Line North 1/2" = 1'-0"3 Elevation - Hot Line West 1/2" = 1'-0"4 Elevation - Kitchen North 1/2" = 1'-0"5 Elevation - Kitchen West 1/2" = 1'-0"6 Elevation - Prep East 1/2" = 1'-0"7 Elevation - Prep/Mop West 1/2" = 1'-0"8 Elevation - Dish East 1/2" = 1'-0"9 Elevation - Expo South 1/2" = 1'-0"10 Elevation - Drive Thru West 1/2" = 1'-0"11 Elevation - Drive Thru East 1/2" = 1'-0"12 Elevation - Soda Station South 411+1 8 410+1 8 502+1 8 18 " 18 " 18 " 304+1 2 12 " 300+1 0 412+1 8 18 " 10 " 300+1 0 10 " 303+7 0 302+7 0 70 " 70 " 420+1 8 502+1 8 18 " 32 1 / 2 " 301+1 2 12 " 72 " 504+7 2 202+4 4 202+1 8 18 " 26 " 911+4 2 42 " 700+8 4 84 " 306+1 2 12 " 911+4 2 42 " 700+8 4 84 " WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 5 P M PR O J E C T A D D R E S S Re x b u r g , I D QF701 80107720 LOGAN LYBBERT ELECTRICAL ELEVATION VIEWS ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 1/2" = 1'-0"1 Elevation - Hot Line East Electrical 1/2" = 1'-0"2 Elevation - Hot Line North Electrical 1/2" = 1'-0"3 Elevation - Hot Line West Electrical 1/2" = 1'-0"4 Elevation - Kitchen North Electrical 1/2" = 1'-0"5 Elevation - Expo South Electrical 1/2" = 1'-0"6 Elevation - Drive Thru East Electrical 1/2" = 1'-0"7 Elevation - Drive Thru West Electrical 1/2" = 1'-0"8 Elevation - Soda Station South Electrical 411+1 8 410+1 8 18 " 18 " 204+3 3 203+1 2 203+1 2 12 " 33 " 200+2 8 200+2 8 201+1 2 810+3 6 16 " 12 " 36 " 805+1 8 +1 8 18 " 803+1 6 +1 6 16 " 810+3 6 820+1 8 +1 8 18 " 36 " 801+1 6 +1 6 16 " 700+7 2 72 " 700+7 2 72 " WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 1 6 P M PR O J E C T A D D R E S S Re x b u r g , I D QF702 80107720 LOGAN LYBBERT PLUMBING ELEVATION VIEWS ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 1/2" = 1'-0"1 Elevation - Hot Line East Plumbing 1/2" = 1'-0"2 Elevation - Hot Line North Plumbing 1/2" = 1'-0"3 Elevation - Kitchen West Plumbing 1/2" = 1'-0"4 Elevation - Prep East Plumbing 1/2" = 1'-0"5 Elevation - Prep/Mop West Plumbing 1/2" = 1'-0"6 Elevation - Expo South Plumbing 1/2" = 1'-0"7 Elevation - Dish East Plumbing 1/2" = 1'-0"8 Elevation - Drive Thru East Plumbing 1/2" = 1'-0"9 Elevation - Soda Station South Plumbing 3D VIEWS ARE NOT TO SCALE AND MAY NOT REFLECT EXACTLY WHAT IS AVAILABLE FOR THE PROJECT. RENDERED VIEWS ARE REPRESENTATIONAL OF WHAT THE PROJECT COULD LOOK LIKE, NOT WHAT IT WILL LOOK LIKE. 2D VIEWS ALWAYS SUPERCEDE 3D VIEWS. SHEET LIST QF000 COVER SHEET QF100 EQUIPMENT FLOOR PLAN QF200 EQUIPMENT SCHEDULE QF300 ELECTRICAL ROUGH-IN PLAN QF400 PLUMBING ROUGH-IN PLAN QF500 UNDER SLAB PLAN QF600 SPECIAL CONDITIONS QF700 ELEVATION VIEWS QF701 ELECTRICAL ELEVATION VIEWS QF702 PLUMBING ELEVATION VIEWS QF900 PERSPECTIVE VIEWS WW W . B A R G R E E N . C O M SHEET NUMBER This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. DESIGNE R: PROJECT MANAGER: EMAIL: PROJECT NUMBER:Arch D 24x36 PH O N E : ( 8 0 1 ) 4 6 3 - 1 5 1 5 18 5 5 S 3 0 0 W SA L T L A K E C I T Y , U T 8 4 1 1 5 PR I N T DA T E : © 2023 BARGREEN ELLINGSON INC. 10 / 2 5 / 2 0 2 3 3 : 4 6 : 2 3 P M PR O J E C T A D D R E S S Re x b u r g , I D QF900 80107720 LOGAN LYBBERT PERSPECTIVE VIEWS ZACH HANSEN zhansen@bargreen.com MO ' B E T T A H ' S RE X B U R G , I D REVISION # DATE DESCRIPTION 4 Kitchen West 3 Hot Line West2To Grill1Hot Line East 5 Prep East 6 Prep West 7 Expo 8 Soda Station 9 North West 10 South East 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:39:52 AM MO B E T T A H S ( T I ) ME C H A N I C A L C O V E R S H E E T ME001 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D MECHANICAL SHEET INDEX ME001 MECHANICAL COVER SHEET ME002 MECHANICAL SPECIFICATIONS ME003 MECHANICAL SPECIFICATIONS ME501 MECHANICAL DETAILS ME502 MECHANICAL DETAILS ME503 KITCHEN MECHANICAL EQUIPMENT ME504 KITCHEN MECHANICAL EQUIPMENT ME505 KITCHEN MECHANICAL EQUIPMENT ME506 KITCHEN MECHANICAL EQUIPMENT ME507 KITCHEN MECHANICAL EQUIPMENT ME508 KITCHEN MECHANICAL EQUIPMENT ME509 KITCHEN MECHANICAL EQUIPMENT ME510 KITCHEN MECHANICAL EQUIPMENT ME511 GREASE DUCT DETAILS ME601 MECHANICAL SCHEDULES MD101 MECHANICAL DEMO PLAN MD102 ROOF MECHANICAL DEMO PLAN MH101 MECHANICAL PLAN MH102 ROOF MECHANICAL PLAN ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB- SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. (E) EXISTING (F) FUTURE AD ACCESS DOOR AIR COND AIR CONDITION(-ING,-ED) APD AIR PRESSURE DROP BD BALANCING DAMPER BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BTU/HOUR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG COOLING COMP COMPONENT COND CONDENS(-ER, -ING, -ATION) CV CONTROL VALVE DB DRY BULB TEMPERATURE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DIA DIAMETER EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEC ELECTRIC ELEV ELEVATION ENT ENTERING EVAP EVAPORAT(-E, -ING, -ED, -OR) EWT ENTERING WATER TEMPERATURE EXT EXTERNAL FC FLEXIBLE CONNECT(-OR, -ION) FD FIRE DAMPER FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER GAL GALLON(S) GE GREASE EXHAUST GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HG MERCURY HP HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HZ HERTZ (FREQUENCY) ID INSIDE DIAMETER IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LG LENGTH LH LATENT HEAT LRA LOCKED ROTOR AMPS LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MFR MANUFACTUR(-ER, -ED) NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OD OUTSIDE DIAMETER OZ OUNCE PD PRESSURE DROP OR DIFFERENCE PG PROPOLENE GLYCOL PH PHASE PPM PARTS PER MILLION PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R THERMAL RESISTANCE RA RETURN AIR RECIRC RECIRCULATE REFR REFRIGERATION REQD REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SC SHADING COEFFICIENT SCFM STANDARD CUBIC FEET PER MINUTE SCW SOFT COLD WATER SF SAFETY FACTOR SH SENSIBLE HEAT SL SEA LEVEL SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ SQUARE STD STANDARD SW SOIL, WASTE TA(R) TRANSFER AIR (RETURN) TA(S) TRANSFER AIR (SUPPLY) TD TEMP. DROP OR DIFF. TEMP TEMPERATURE THERM THERMAL TOT TOTAL TSTAT THERMOSTAT V VOLT V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY VENT VENT, VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME WB WET BULB TEMP WC WATER COLUMN WG WATER GAUGE WPD WATER PRESSURE DROP WT WEIGHT WTR WATER SYMBOL LEGEND - DUCTWORK DESCRIPTION NOTE: ALL ABBREVIATIONS MAY NOT BE USED. RECTANGULAR SUPPLY DUCT UP RECTANGULAR SUPPLY DUCT DOWN RECTANGULAR RETURN DUCT UP RECTANGULAR RETURN DUCT DOWN RECTANGULAR EXHAUST DUCT UP RECTANGULAR EXHAUST DUCT DOWN ROUND SUPPLY DUCT UP ROUND SUPPLY DUCT DOWN ROUND RETURN DUCT UP ROUND RETURN DUCT DOWN ROUND EXHAUST DUCT UP ROUND EXHAUST DUCT DOWN SPIRAL ROUND DUCT DUCT INSULATION DUCT LINING 90° RECTANGULAR ELBOW WITH TURNING VANES DUCT SIZE OR SHAPE TRANSITION SYMBOL SYMBOL LEGEND - MISC DESCRIPTIONSYMBOL VIEW OR DETAIL INDICATOR: # INDICATES DETAIL NUMBER, SHEET INDICATES DRAWING SHEET WHERE VIEW OR DETAIL IS SHOWN. REFERENCE LINES AND SYMBOLS - --- ELEVATION OR SECTION INDICATOR: # INDICATES VIEW NUMBER, SHEET INDICATES DRAWING SHEET WHERE VIEW IS SHOWN. NAME ###ROOM / SPACE INDICATOR #KEYNOTE INDICATOR #REVISION INDICATOR XX-## XX-## TAG CFM PLUMBING FIXTURE INDICATOR EQUIPMENT INDICATOR REGISTER, GRILLE, OR DIFFUSER INDICATOR BREAKLINE MATCHLINE INDICATOR CONTRACT LIMIT LINE: DASHDOT, WIDE LINE NEW CONNECTION TO EXISTING POINT OF DEMOLITION OR MATCH LINE SEE XX/XXX - --- SQUARE OR RECTANGULAR SUPPLY DIFFUSER SYMBOL LEGEND - MECH DESCRIPTIONSYMBOL NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DUCT HIGH EFFICIENCY TAKE OFF WITH BALANCING DAMPER SQUARE OR RECTANGULAR RETURN DIFFUSER SQUARE OR RECTANGULAR EXHAUST DIFFUSER ROUND DIFFUSER SIDEWALL GRILLE OR REGISTER BALANCING DAMPER FIRE DAMPER FIRE / SMOKE COMBINATION DAMPER LINEAR SLOT GRILLE OR DIFFUSER FLEXIBLE DUCT T S H THERMOSTAT - SENSOR - HUMIDISTAT 1. THE MECHANICAL DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENT, & EXTENT OF THE MECHANICAL SYSTEM. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THESE DRAWINGS DO NOT SHOW ALL OFFSETS, BENDS, OR ELBOWS NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. CONTRACTOR SHALL MAKE ALTERATIONS AS MAY BE NECESSARY TO MAKE THE SYSTEM COMPLETE & OPERATIONAL IN ACCORDANCE WITH THE DESIGN INTENT. 2. MAJOR DEVIATIONS SUCH AS CHANGES IN SIZES, WEIGHTS, QUANTITIES, OR MATERIAL REQUIRE PRIOR APPROVAL BY THE DESIGN ENGINEER. 3. THE DRAWINGS & SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER & SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE & NOT THE OTHER BEING FURNISHED & INSTALLED AS THOUGH SHOWN AND CALLED OUT IN BOTH DOCUMENTS. 4. THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY ADOPTED BUILDING CODES, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, & ALL OTHER APPLICABLE CITY, COUNTY, STATE, & FEDERAL CODES & REGULATIONS IN EFFECT. 5. THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO ALL CODES, RULES, REGULATIONS, & REQUIREMENTS OF THE BUILDING OWNER. 6. ALL MECHANICAL COMPONENTS AND EQUIPMENT SHALL BE INSTALLED TO CONFORM WITH ANY APPLICABLE LOCAL SEISMIC REQUIREMENTS. 7. PRIOR TO FABRICATION & INSTALLATION OF ANY MECHANICAL COMPONENT THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL WORK WITH ALL OTHER BUILDING TRADES, INCLUDING BUILDING TRADES HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 8. VERIFY ALL REQUIRED SERVICE CONNECTIONS, INCLUDING ELECTRICAL CHARACTERISTICS, FOR ALL EQUIPMENT PRIOR TO ORDERING OR FABRICATING MECHANICAL EQUIPMENT AND COMPONENTS. 9. THE SPACE ABOVE CEILINGS IS LIMITED. CAREFUL COORDINATION IS REQUIRED WITH ALL TRADES BEFORE ANY PIPE, DUCT, OR EQUIPMENT IS ORDERED &/OR INSTALLED. ANY CONFLICTS &/OR CHANGES FOUND DURING INSTALLATION THAT RESULTS FROM THE LACK OF COORDINATION BY THE CONTRACTORS DURING THE SHOP DRAWING PROCESS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 10. ALL MECHANICAL INFORMATION IS NOT SHOWN ON THE MECHANICAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW & USE, WHERE APROPRIATE, ALL THE MECHANICAL DETAILS SHOWN ON THE DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM FAILURE TO INSTALL THE MECHANICAL SYSTEM WITHOUT USING THE INCLUDED DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. ALL EQUIPMENT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL MEMBERS. STRUCTURAL ELEMENTS SHOWN IN DETAILS MAY OR MAY NOT PERTAIN TO ANY PORTION OF THE BUILDING. COORDINATE ALL MOUNTING REQUIREMENTS WITH ARCHITECTURAL & STRUCTURAL DRAWINGS AND SPECIFICATIONS. 13. ALL MECHANICAL COMPONENTS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL MANUFACTURER RECOMMENDATIONS. 14. ALL SIMILAR EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. AIR INLETS & OUTLETS OF SIMILAR TYPES SHALL BE OF THE SAME MANUFACTURER. 15. ANY PART OF THE MECHANICAL INSTALLATION THAT FAILS, IS DEEMED UNFIT, OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EQUIPMENT CHECK-IN, SAFEKEEPING, & DAMAGE. 16. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING DIFFUSERS & GRILLES. 17. CONTRACTOR SHALL OPERATE INSTALLED &/OR MODIFIED SYSTEMS & DEMONSTRATE ALL ASPECTS OF THE SYSTEM TO THE ENGINEER &/OR OWNER TO PROVE ALL ASSOCIATED SYSTEMS ARE OPERATIONAL. 18. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN A SET OF AS- BUILT REDLINED RECORD DRAWINGS AT THE PROJECT SITE. ALL CHANGES OR DEVIATIONS IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, & ACCESSORIES SHALL BE RECORDED. THESE REDLINED DRAWINGS SHALL BE GIVEN TO THE ARCHITECT / ENGINEER AFTER THE FINAL INSPECTION IN ACCORDANCE WITH PROJECT SPECIFICATIONS. MECHANICAL GENERAL NOTES DUCT TO BE DEMOLISHED num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:17 AM MO B E T T A H S ( T I ) ME C H A N I C A L S P E C I F I C A T I O N S ME002 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D MECHANICAL SPECIFICATIONS GENERAL REQUIREMENTS RELATED DOCUMENTS: THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK SPECIFIED IN THIS SECTION. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF CONSTRUCTION SHOP DRAWINGS FOR SUBMITTALS TO THE OWNER PRIOR TO START OF CONSTRUCTION. THESE DRAWINGS SHALL INCLUDE: SINGLE LINE DUCT DRAWINGS, SINGLE LINE PIPING DRAWINGS, ALL PIPE AND DUCT SIZES, EQUIPMENT CAPACITY AND EXISTING CONDITIONS. NO WORK SHALL BEGIN UNTIL THESE DRAWINGS HAVE BEEN REVIEWED. CODES, RULES AND REGULATIONS: ALL WORK AND MATERIALS SHALL CONFORM TO ALL APPLICABLE LOCAL AND STATE CODES, LAWS AND REGULATIONS AND ALL UTILITY COMPANY REGULATIONS. WHENEVER INDICATED MATERIAL, WORKMANSHIP, ARRANGEMENT OR CONSTRUCTION IS OF HIGHER QUALITY OR CAPACITY THAN THAT REQUIRED BY THE ABOVE CODES, THE DRAWINGS AND/OR SPECIFICATION SHALL GOVERN. SHOULD THERE BE ANY DIRECT CONFLICT BETWEEN THE STATE OF LOCAL CODES, LAWS OR REGULATIONS AND THE DRAWINGS AND/OR SPECIFICATIONS, THE CODES, LAWS OR REGULATIONS SHALL GOVERN. CONTRACTOR SHALL VERIFY ALL LOCAL SEISMIC REQUIREMENT AND PROVIDE (IF REQUIRED) SEISMIC ENGINEERING FOR EQUIPMENT, PIPING, DUCTWORK, HANGERS, SUPPORTS, ETC. REQUIRED BY LOCAL CODES AND AUTHORITIES HAVE JURISDICTION. STANDARDS: HEREINAFTER ARE LISTED STANDARDS WITH WHICH THE CONTRACTOR OR HIS SUBCONTRACTOR SHOULD BE FAMILIAR WITH, IN ORDER TO PERFORM THE NECESSARY WORK. 1. 2018 INTERNATIONAL BUILDING CODE, WITH AMENDMENTS 2.2018 INTERNATIONAL FIRE CODE, WITH AMENDMENTS 3. 2018 INTERNATIONAL MECHANICAL CODE, WITH AMENDMENTS 4. 2017 IDAHO STATE PLUMBING CODE 5.2018 INTERNATIONAL ENERGY CONSERVATION CODE, WTIH AMENDMENTS 6.2018 INTERNATIONAL FUEL GAS CODE, WITH AMENDMENTS 7.2018 INTERNATIONAL EXISTING BUILDING CODE, WITH AMENDMENTS 7. SMACNA DUCT CONSTRUCTION STANDARD, METAL AND FLEXIBLE. 8. SMACNA FIRE DAMPER GUIDE FOR AIR HANDLING SYSTEMS. 9. SMACNA MANUAL FOR BALANCING AND ADJUSTING OF AIR DISTRIBUTION SYSTEMS. 10. LIFE SAFETY CODES. 11. NFPA 90A INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS. 12. NFPA 90B INSTALLATION OF WARM AIR HEATING SYSTEMS. 13. NFPA #91 INSTALLATION OF BLOWER AND EXHAUST SYSTEMS. EXAMINATION OF SITE: ALL BIDDERS SHALL EXAMINE THE SITE AND COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS BEFORE SUBMITTING ANY PROPOSAL. NO EXTRA CHARGES WILL BE ALLOWED FOR WORK PERFORMED BY THE CONTRACTOR DUE TO HIS FAILURE TO BECOME FAMILIAR WITH ALL OF THE EXISTING CONDITIONS PERTAINING TO THIS PROJECT. WORKING DRAWINGS AND MEASUREMENTS: THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR MECHANICAL WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING BUILDING CONDITIONS AND THE OTHER TRADES DRAWINGS. THE DRAWINGS SHALL NOT BE SCALED FOR ROUGHING-IN MEASUREMENTS NOR BE USED AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, THE CONTRACTOR SHALL TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS. SHOP DRAWINGS OF VARIOUS SUBCONTRACTORS SHALL BE COORDINATED TO ELIMINATE ALL INTERFERENCE'S AND TO PROVIDE SUFFICIENT SPACE FOR THE INSTALLATION OF ALL EQUIPMENT, PIPING, DUCTWORK, ETC. THE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND THEY SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH ITEMS SHOWN ON ONE AND NOT THE OTHER BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN BOTH. APPROVALS FOR SUBSTITUTION OF EQUIPMENT & MATERIALS: ACCEPTABLE EQUIPMENT AND MATERIAL MANUFACTURERS ARE SHOWN ON THE DRAWINGS AND/OR LISTED BY NAME IN THESE SPECIFICATIONS. IF NOT SHOWN OR LISTED, WRITTEN ACCEPTANCE FOR THE MANUFACTURER IS REQUIRED BY THE ARCHITECT AND/OR THE ENGINEER BEFORE USING SUCH MANUFACTURERS EQUIPMENT AND/OR MATERIALS FOR BIDDING. ACCEPTANCE WILL NORMALLY BE GIVEN IN DULY ISSUED ADDENDA TO THIS PROJECT. EQUIPMENT SUBMITTALS, PRODUCT DATA AND SAMPLES: UNLESS OTHERWISE APPROVED, ALL MECHANICAL SUBMITTALS SHALL BE PROVIDED AT ONE TIME. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. SUBMIT SIX (6) COPIES TO THE ENGINEER AND OWNER IN 3-RING BINDERS OR ELECTRONIC SUBMITTAL PACKAGE. EACH ITEM SUBMITTED SHALL BE CLEARLY REFERENCED BY SECTION, PAGE AND PARAGRAPH TO THE APPLICABLE PORTION OF THIS SPECIFICATION. WHERE EQUIPMENT IS DESIGNATED BY NUMBER OR SYMBOL ON THE DRAWINGS, THE SUBMITTALS SHALL ALSO SHOW THIS NUMBER OR SYMBOL. MARKINGS USING YELLOW HIGHLIGHTING ARE NOT ACCEPTABLE. ALL SPECIFIED FEATURES AND PERFORMANCE DATA MUST BE SPECIFICALLY NOTED ON THE SUBMITTAL. THE CONTRACTOR SHALL CHECK SHOP DRAWINGS FOR SPACE REQUIREMENTS AND CONFORMANCE WITH THE SPECIFICATIONS AND SHALL MARK HIS CORRECTIONS AND APPROVAL ON ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEERS. IN THE SUBMITTAL OR SHOP DRAWING REVIEW, WHEN SOME ERRORS ARE DETECTED BUT OTHERS OVERLOOKED, THIS DOES NOT GRANT THE CONTRACTOR PERMISSION TO PROCEED IN ERROR. REGARDLESS OF ANY INFORMATION OUTLINED IN THE SUBMITTALS OR SHOP DRAW INGS, THE REQUIREMENTS OF THE SPECIFICATIONS MUST BE FOLLOWED AND ARE NOT WAVED OR SUPERSEDED IN ANY WAY BY THE SUBMITTALS OR SHOP DRAWING REVIEW. ACCESS AND CAPACITY: THE ACCESS TO EQUIPMENT SHOWN ON THE DRAWINGS IS THE MINIMUM ACCEPTABLE SPACE REQUIREMENTS. NO EQUIPMENT WILL BE CONSIDERED WHICH REDUCES OR RESTRICTS ACCESSIBILITY. ACCESS FOR REMOVAL OF AIR FILTERS SHALL BE PROVIDED. ANY PIPES OR AIR DUCTS WHICH IMPAIR ACCESS TO AND REMOVAL OF THE AIR FILTERS SHALL BE REMOVED AND REINSTALLED IN A SATISFACTORY LOCATION WITHOUT ANY CHARGE TO THE OWNER. ALL EQUIPMENT SHALL GIVE THE SPECIFIED CAPACITY AND PERFORMANCE AT THE JOB SITE ELEVATION. MANUFACTURER'S STANDARD RATINGS SHALL BE ADJUSTED ACCORDINGLY. ALL CAPACITIES AND PERFORMANCES ARE FOR JOB SITE CONDITIONS. CAPACITIES SHOWN FOR EQUIPMENT IN THE SPECIFICATIONS AND ON THE DRAWING ARE THE MINIMAL ACCEPTABLE. NO EQUIPMENT WILL BE CONSIDERED AS AN ALTERNATIVE WHICH HAS CAPACITIES OR PERFORMANCE LESS THAN THAT OF DESIGN EQUIPMENT. PERMITS AND FEES: ARRANGE AND PAY FOR PERMITS, FEES, SERVICE CHARGES AND INSPECTIONS BY GOVERNING AUTHORITIES AND BY UTILITIES. SEALING: SPACES BETWEEN CONDUIT, OR DUCT AND SLEEVE THROUGH WALL OR FLOOR SHALL BE COMPLETELY STUFFED WITH 1 LB. PER CUBIC FOOT FIBERGLASS INSULATION TO CLOSE ALL INTERSTICES. SPACES TOO SMALL TO BE STUFFED SHALL BE CAULKED WITH OIL BASED CAULKING COMPOUND. AFTER STUFFING, ALL OPENINGS TO BE THOROUGHLY TAPED WITH HEAVY PLASTIC OR BUTYL DUCT TAPE TO PREVENT SOUND PASSAGE. ALL SPACES BETWEEN PIPES AND/OR DUCTS AND SLEEVES THROUGH FIRE WALLS, FIRE PARTITIONS, FLOORS, AND CEILINGS SHALL BE CAULKED WITH ONE INCH FILL OF 3M "FIRE BARRIER". CAULKING MUST BE ON BOTH SIDES OF FIRE RATED UNIT. MECHANICAL SPECIFICATIONS EXCAVATION AND BACK FILL: THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL EXCAVATION, TRENCHING, AND BACK FILLING FOR HIS UNDERGROUND PIPING. BOTTOMS OF TRENCHES SHALL BE TAMPER HARD AND FOR SOIL AND WASTE PIPING SHALL BE GRADED TO SECURE UNIFORM FALL OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED. STONES OF ONE (1) INCH OR GREATER IN ANY DIMENSIONS SHALL BE REMOVED TO AVOID POINT OF BEARING. BELL HOLES FOR SEWER PIPE SHALL BE EXCAVATED SO THAT PIPE WILL REST ON SOLID GROUND FOR ITS ENTIRE LENGTH. GRADING SHALL BE DONE ON SOLID GROUND FOR ITS ENTIRE LENGTH. GRADING SHALL BE DONE AS MAY BE NECESSARY TO PREVENT SURFACE WATER FROM FLOWING INTO THE TRENCH, AND ANY WATER ACCUMULATING THEREIN SHALL BE REMOVED SO THAT THE STABILITY OF THE BOTTOM AND SIDES OF THE TRENCH IS MAINTAINED. AFTER PIPELINES HAVE BEEN TESTED, INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE, AND PRIOR TO BACK FILLING, THE EXCAVATION SHALL BE CLEANED OF ALL KINDS OF RUBBISH AND BACK FILL MATERIALS CLEANED FREE OF TRASH. BACK FILL SHALL BE PLACED IN 6" LAYERS (LOOSE THICKNESS) FOR COMPACTION BY HAND OPERATED MACHINE COMPACTORS, AND 8" LAYERS FOR OTHER THAN HAND OPERATED MACHINES. EACH LAYER SHALL BE COMPACTED, BY SUITABLE EQUIPMENT TO A DENSITY OF NOT LESS THAN 95% AS DETERMINED BY THE MODIFIED AASHO TEST T-180. BACK FILL MATERIAL TO 12" ABOVE THE PIPE SHALL NOT HAVE STONES LARGER THAN 3/4" IN ANY DIRECTION AND OF A MOISTURE CONTENT THAT WILL FACILITATE COMPACTION. BEDDING OF ALL UNDERGROUND PIPE SHALL BE FOUR INCHES OF CLEAN SAND. SEWER AND CULINARY WATER PIPES SHALL BE LAID IN SEPARATE TRENCHES, EXCEPT WHERE OTHERWISE NOTED. THE MECHANICAL CONTRACTOR SHALL PROVIDE ADEQUATE SHORING TO SAFEGUARD WORKERS FROM CAVE-INS, FOR ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. PROTECTION AGAINST WEATHER AND STORING OF MATERIALS: WORK WILL NOT BE PERMITTED UNDER ANY CONDITIONS UNSUITED TO PROPER EXECUTION, SAFETY,AND PERFORMANCE.ALL EQUIPMENT AND MATERIALS SHALL BE PROPERLY STORED AND PROTECTED AGAINST MOISTURE, DUST, OR WIND. USE COVERINGS OR OTHER PROTECTION ON ALL ITEMS WHICH MAY BE DAMAGED, RUSTED OR HAVE THEIR PERFORMANCE IMPAIRED BY ADVERSE WEATHER OR MOISTURE AND DUST CONDITIONS. CUTTING AND PATCHING: NO CUTTING OR DRILLING IN STRUCTURAL MEMBERS SHALL BE DONE WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE, AND WHEN CUTTING, CHANNELING, CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, DEALINGS, OR OTHER SURFACES IS NECESSARY FOR THE PROPER INSTALLATION, SUPPORT OR ANCHORAGE OF THE PIPING, DUCT OR OTHER MECHANICAL WORK, THIS WORK SHALL BE CAREFULLY DONE, AND ANY DAMAGE TO BUILDING, PIPING, OR EQUIPMENT SHALL BE REPAIRED BY PROFESSIONAL GYPSUM BOARD FINISHERS, MASONS, CONCRETE WORKERS, ETC., AND ALL SUCH WORK BEING PAID FOR AS WORK OF THIS DIVISION. ALL CUTTING OF MASONRY AND OR CONCRETE SHALL BE DONE BY CORE DRILLING AND MASONRY SAWING. ALL REQUIRED CUTTING AND PATCHING OF STREETS, SIDEWALKS, AND CURBS AND GUTTERS FOR THE INSTALLATION OF THE UTILITY SERVICE PIPES SHONW UNDER THE SCOPE OF THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR. ALL STREETS, SIDEWALKS, AND CURBS AND GUTTERS SHALL BE PATCHED BY THIS CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITIES. ELECTRICAL WIRING: MOTOR STARTERS AND DISCONNECT SWITCHES, UNLESS SPECIFIED TO BE PART OF THIS MECHANICAL PACKAGED EQUIPMENT, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL POWER W IRING TO MOTORS AND PACKAGED MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL AUTOMATIC TEMPERATURE CONTROL WIRING (LINE VOLTAGE OR LOW VOLTAGE) REQUIRED TO COMPLETE THE TEMPERATURE CONTROL SYSTEM (BY INTERCONNECTION OF TIME CLOCKS, LOW TEMPERATURE PROTECTION THERMOSTATS, E.P. SWITCHES, P.E. SWITCHES, STARTING SWITCHES, PACKAGED MECHANICAL EQUIPMENT AND LIKE DEVICES AND EQUIPMENT) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. INSTALLATION SHALL CONFORM TO ALL LOCAL CODES AND NATIONAL ELECTRICAL CODE. ALL WIRING LOCATED IN RETURN AIR DUCTS OR IN RETURN AIR PLENUMS SHALL BE RUN IN CONDUIT. BEFORE ORDERING ANY EQUIPMENT, THE MECHANICAL CONTRACTOR SHALL VERIFY WITH ELECTRICAL CONTRACTORS ALL MOTOR CHARACTERISTICS, PHASE AND VOLTAGE. ANY ELECTRICAL CHANGES OR ADDITIONS REQUIRED BY SUBSTITUTION OF MECHANICAL EQUIPMENT SHALL BE THE COMPLETE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. COMPLETION REQUIREMENTS: UPON COMPLETION OF THE WORK AND ADJUSTMENT OF ALL EQUIPMENT, ALL SYSTEMS SHALL BE TESTED BY THE CONTRACTOR TO DEMONSTRATE TO THE ENGINEER'S AND OWNER'S REPRESENTATIVES THAT ALL EQUIPMENT FURNISHED AND INSTALLED, OR CONNECTED UNDER THE PROVISIONS OF THESE SPECIFICATIONS, FUNCTION MECHANICALLY IN THE MANNER REQUIRED. ADJUSTMENTS, OPERATION, ETC.: ADJUST ALL CONTROLS FOR PROPER OPERATION. ADJUST ALL REGULATORS, FAUCETS, ETC. OPEN AND CLOSE ALL SHUTOFF AND CONTROL VALVES SEVERAL TIMES TO INSURE TIGHT GLANDS. FURNISH THE SERVICES OF A QUALIFIED MAN FOR A PERIOD OF NOT LESS THAN THREE DAYS AT A TIME, APPROVED BY THE OWNER, TO INSTRUCT THE MAINTENANCE PERSONNEL, CORRECT ANY DEFECTS OR DEFICIENCIES, AND DEMONSTRATE TO THE SATISFACTION OF THE ENGINEER AND OWNER, THAT THE ENTIRE SYSTEM IS OPERATING IN A SATISFACTORY MANNER AND COMPLIES WITH ALL REQUIREMENTS OF ANY OTHER TRADES OR CONTRACTORS THAT MAY BE REQUIRED TO COMPLETE THE WORK. COMPLETE THIS OPERATION TEST PRIOR TO REQUEST FOR FINAL INSPECTION. SUBMIT WRITTEN VERIFICATION OF COMPLIANCE FROM THE OWNER'S REPRESENTATIVE. CLEANING: AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE AND ALL SYSTEMS PRONOUNCED SATISFACTORY FOR PERMANENT OPERATION, THIS CONTRACTOR SHALL CLEAN ALL EXPOSED DUCTWORK, INSULATED MEMBERS, FIXTURES AND EQUIPMENT INSTALLED UNDER THIS SECTION AND LEAVE READY FOR PAINTING. HE SHALL REFINISH ANY DAMAGED FINISH, AND LEAVE EVERYTHING IN PROPER WORKING ORDER. RECORD DRAWINGS: RECORD DRAWINGS FOR ALL SYSTEMS AND SECTIONS OF THIS DIVISION SHALL BE FURNISHED AS WORK OF THIS SECTION. RECORD DRAWING REDLINES SHALL BE ACCURATELY AND NEATLY MARKED, SHOWING ALL CHANGES FROM SCHEMATICS. RECORD DRAWINGS SHALL BE REVIEWED WITH THE DESIGN TEAM AT LEAST ONCE A MONTH AND SHALL BE SUBMITTED AT TIME OF FINAL INSPECTION AND BE CHECKED FOR ACCURACY. GUARANTEE: BY THE ACCEPTANCE OF ANY CONTRACT AWARD FOR THE WORK HEREIN DESCRIBED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR ASSUMES THE FULL RESPONSIBILITY IMPOSED BY THE GUARANTEE AS SET FORTH HEREIN, AND SHALL PROTECT HIMSELF THROUGH PROPER GUARANTEES FROM EQUIPMENT VENDORS AND FROM SUBCONTRACTORS AS THEIR INTERESTS MAY APPEAR. THE GUARANTEE SO ASSUMED BY THE CONTRACTOR AND AS WORK OF THIS SECTION IS AS FOLLOWS: 1. THAT THE ENTIRE MECHANICAL SYSTEM, INCLUDING PLUMBING, AIR CONDITIONING, HEATING AND VENTILATION SYSTEMS SHALL BE QUIET IN OPERATION. 2. THAT THE CIRCULATION OF WATER AND AIR SHALL BE COMPLETE AND EVEN. 3. THAT HE SHALL MAKE, PROMPTLY UPON NOTICE FROM THE OWNER AND FREE OF CHARGE, ANY REPAIRS NECESSARY DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP THAT MAY OCCUR DURING A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. AIR CONDITIONING COMPRESSORS SHALL BE GUARANTEED FOR FIVE YEARS. 4. THAT ALL SPECIALTIES, MECHANICAL AND PATENT DEVICES INCORPORATED IN THESE SYSTEMS, SHALL BE ADJUSTED IN A MANNER THAT EACH SHALL DEVELOP ITS MAXIMUM EFFICIENCY IN THE OPERATION OF THE SYSTEMS. MECHANICAL SPECIFICATIONS BASIC MATERIALS AND METHODS RELATED DOCUMENTS: THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS, APPLY TO THE WORK SPECIFIED IN THIS SECTION. DESCRIPTION OF WORK: THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, AND SERVICES INCLUDED IN THE FOLLOWING BASIC MATERIALS AND METHODS CLASSIFICATION: PIPING MATERIALS PIPING FITTINGS VALVES STRAINERS UNIONS PIPE SLEEVES CONCRETE INSERTS FLOOR, WALL AND CEILING PLATES PIPE HANGERS AND SUPPORTS V-BELT DRIVES MOTORS JOINTS AND CONNECTIONS PIPE INSTALLATION GRADING OF PIPE PIPING MATERIALS: FOREIGN MADE MATERIALS: ALL PIPE, PIPE FITTINGS AND ACCESSORIES USED ON THIS PROJECT SHALL BE MANUFACTURED IN THE UNITED STATES. THE USE OF FOREIGN MADE MATERIALS WILL NOT BE ALLOWED. NATURAL GAS PIPING -STEEL PIPE: SIZE 4" AND SMALLER, SCHEDULE 40 OR SCHEDULE 80, BLACK OR GALVANIZED, CONFORMING TO A53 GRADE A. DWV PIPING –DWV ABS PIPE ROOF DRAIN PIPING –PVC PIPE ASTM D2265 OR ASTM D3034 DOMESTIC WATER PIPING - PEX PIPING MEETING PEX PIPING INSTALLATION REQUIREMENTS AND MEETING LOCAL CODES. PIPING TO BE COLOR CODED AND LABELED ACCORDING TO PLAN GENERAL NOTES. COPPER REFRIGERANT TUBE: TYPE "L" HARD DRAWN, DEGREASED, SCALED-AT-THE-MILL, CLEANED AND SEALED AT THE MILL. PIPE FITTINGS: IN STEEL PIPE: 2" AND SMALLER, SCREWED MALLEABLE IRON, CLASS 150 LB., CONFORMING TO ANSI-B26.3, EITHER BLACK OR GALVANIZED. 2-1/2" AND LARGER, SCHEDULE 40 WROUGHT STEEL WELDING FITTINGS CONFORMING TO ANSI-B16.28. 2-1/2" AND SMALLER, SCREWED, COATED CAST IRON DRAINAGE TYPE CONFORMING TO ANSI-B16.12. IN CAST IRON PIPE: SERVICE WEIGHT, COATED CAST IRON, HUB LESS TYPE CONFORMING TO ANSI-112.5.1. IN COPPER TUBE: WROUGHT COPPER SWEAT TYPE CONFORMING TO ANSI-26.22. ALL ELBOWS SHALL BE LONG RADIUS. VALVES: GENERAL: VALVES MANUFACTURED BY APOLLO, JENKINS, KENNEDY, POWELL, WALWORTH, CRANE, NBC, STOCKHOLM, HAMMOND, OR UNREMEMBERED ARE APPROVED. ALL VALVES SHALL BE BY THE SAME MANUFACTURER. BALL VALVES: IN COPPER TUBE: BRONZE BODY, SOLDERED ENDS, 150 PSI W.P., LEVER HANDLE WITH STOPS, BRONZE STEM AND BALL, TEFLON SEAT. VALVE SEAT REPLACEABLE WITHOUT DISTURBING PIPING, NIBCO S-590. IN STEEL PIPES: BRONZE BODY, SCREWED ENDS, 150 PSI. W.P., LEVER HANDLE WITH STOPS, BRONZE STEM AND BALL, TEFLON SEAT. VALVE SEAT REPLACEABLE WITHOUT DISTURBING PIPING, NIBCO T-590. GAS COCKS: ONE INCH SMALLER WALWORTH #597, 1-1/4" SIZE AND LARGER WALWORTH 655. PROVIDE WRENCHES. CHECK VALVES: IN COPPER TUBE: SWEAT TYPE BRONZE BODY, WITH RENEWABLE DISCS, 125 PSI W.P. NIBCO S-413-B. IN STEEL PIPE: SCREWED BRONZE BODY, WITH RENEWABLE DISCS, 125 PSI W.P. NIBCO T-413-B. BALANCING VALVES: 3" AND SMALLER, SCREWED CAST BRONZE BODY WITH BRONZE DISC, METER CONNECTIONS WITH BUILT-IN CHECK VALVES AND INTERNAL SEALS. BELL AND GOSSETT MODEL "CB", OR ARMSTRONG. BALANCING VALVES SHALL BE PROVIDED WITH HANSON QUICK CONNECTS AND SHUTOFF VALVES. WATER SELF-FILL (P.R.) VALVE: HEATING WATER SELF-FILL, 3/4" BRASS BODY, ALL WORKING PARTS BRASS, DIAPHRAGM OPERATED, WITH ANTI- SYPHON CHECK VALVE AND INLET STRAINER, SET AT 12 PSI. MODEL B-7 BELL AND GOSSETT, OR EQUIVALENT BY TACO OR THRUSH. TEMPERATURE AND PRESSURE RELIEF VALVE: FOR WATER HEATER; A.S.M.E. RATED AND AUTOMATIC RESEATING, 3/4" BRONZE BODY, WITH TEST LEVER, SET AT 200 DEGREES F. AND 100 PSI, IN CONFORMANCE WITH USA STANDARD Z21.22. WATTS MODEL 40L OR EQUIVALENT BY MC DONNELL-MILLER OR CASH. GAUGE COCKS: CRANE #712 BRONZE COCK. MANUAL AIR VENTS: CRANE #88 NEEDLE VALVE, 3/8" SIZE, ON ALL HIGH POINTS OF PIPING SYSTEMS. ANTI-SYPHON OR BACK PRESSURE VALVE: VALVE SHALL BE REDUCED PRESSURE BACK-FLOW PREVENTOR TYPE WITH MAXIMUM WORKING PRESSURE OF 125 PSI. BRONZE BODY, BRONZE FITTINGS, STAINLESS STEEL SPRINGS, DOUBLE NEOPRENE COATED COTTON DUCT DIAPHRAGM AND NEOPRENE VALVE DISCS. VALVE CONSISTS OF TWO CHECK VALVES BETWEEN WHICH IS MOUNTED A DOUBLE PORTED BALANCED RELIEF VALVE OPERATING INDEPENDENTLY OF LINE PRESSURE, GATE VALVES UP AND DOWNSTREAM OF BASIC UNIT, PIPE UNIONS, AND TEST COCKS. BEECO MODEL "FRP", FEBCO OR WATTS. WATER PRESSURE REDUCING VALVES: SCREWED ALL BRONZE BODY, RENEWABLE STAINLESS STEEL SEAT, SINGLE SEAT, RUBBER DISC, HIGH TEMPERATURE RESISTING DIAPHRAGM, GOOD FOR 300 PSI INLET PRESSURE, WITH SCREWED STRAINER. WATTS 2" MODEL 223S. SET REGULATOR FOR 50 PSI REDUCED PRESSURE UNLESS OTHERWISE NOTED ON THE PLANS. STRAINERS: Y-PATTERN: 125 PSI WORKING PRESSURE. BODY MATERIAL TO MATCH PIPE MATERIAL. MONEL OR BRASS STRAINER WITH MINIMUM SCREENING AREA 500% GREATER THAN PIPE. SIZES 2" AND SMALLER: SCREWED CONNECTION. SIZES 2-1/2" AND LARGER: FLANGED CONNECTION. CRANE, SARCO, DUNHAM-BUSH, MCALEAR, ARMSTRONG, STRONG STOCKHAM, HOFFMAN. UNIONS: IN STEEL PIPE: SCREWED 150 LBS. MALLEABLE IRON, BRASS TO IRON SEAT, GROUND JOINT. BLACK OR GALVANIZED TO MATCH PIPE. IN COPPER TUBE: 150 LBS. WROUGHT COPPER, BRASS TO COPPER SEAT, GROUND JOINT, SWEAT TYPE, NIBCO MODEL 633. INSULATING UNIONS: 250 PSI WORKING PRESSURE, PIPE ENDS AND MATERIAL TO MATCH PIPE, ELECTRIC CURRENT BELOW 1% OF GALVANIC CURRENT, GASKDT MATERIAL RECOMMENDED BY MANUFACTURER, EPCO OR WALTER VALLET. PIPE SLEEVES: MINIMUM 20 GAUGE GALVANIZED STEEL IN CONCRETE, 18 GAUGE IN ALL OTHER CONSTRUCTION. 1/2" CLEARANCE AROUND PIPE OR INSULATION. MECHANICAL SPECIFICATIONS CLAIMS FOR EXTRA COST: IF CONTRACTOR CLAIMS ANY INSTRUCTIONS GIVEN HIM INVOLVE EXTRA COST, HE SHALL SO NOTIFY ARCHITECT WITHIN A REASONABLE TIME OF RECEIPT OF SUCH INSTRUCTIONS AND BEFORE PROCEEDING WITH THE WORK CALLED FOR THEREIN. NO SUCH WORK SHALL BE DONE AND NO PAYMENT MADE THEREFOR WITHOUT A WRITTEN CHANGE ORDER COVERING SUCH WORK FROM ARCHITECT AND OWNER. THE CONTRACTOR'S PROPOSAL FOR CHANGES IN THE WORK SHALL INCLUDE A COMPLETE ITEMIZATION OF THE PROPOSED WORK, INDICATING SEPARATELY: (A) QUANTITIES OF MATERIALS, (B) UNIT COSTS, (C) LABOR CHARGES, AND (D) CONTRACTOR'S PROFIT AND OVERHEAD, (E) EXTENSION OF TIME IF REQUIRED. A COMPLETE BREAKDOWN OF COSTS IS MANDATORY. CONTRACTOR'S PROFIT AND OVERHEAD SHALL NOT EXCEED 10% OF THE TOTAL DIRECT COSTS. DUCT OPENINGS AND EQUIPMENT RECESSES: DUCT CHASES, OPENINGS AND EQUIPMENT RECESSES SHALL BE PROVIDED BY OTHERS ONLY IF SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ALL OPENINGS FOR THE MECHANICAL WORK, EXCEPT WHERE DRAW INGS AND SPECIFICATIONS INDICATE OTHERWISE, SHALL BE PROVIDED AS WORK OF THIS SECTION. WHETHER CHASES, RECESSES, AND OPENINGS ARE PROVIDED AS WORK OF THIS SECTION OR BY OTHERS, THIS SUBCONTRACTOR SHALL SUPERVISE THEIR CONSTRUCTION AND BE RESPONSIBLE FOR THE CORRECT SIZE AND LOCATION, EVEN THOUGH DETAILED AND DIMENSIONED ON THE DRAWINGS. THIS SUBCONTRACTOR SHALL PAY FOR ALL NECESSARY CUTTING, REPAIRING AND FINISHING, IF ANY ARE LEFT OUT OR INCORRECTLY MADE. COOPERATION WITH OTHER TRADES: REFER TO OTHER DRAWINGS AND PARTS OF THIS SPECIFICATION COVERING WORK OF OTHER TRADES WHICH IS CARRIED ON IN CONJUNCTION WITH THE MECHANICAL WORK SUCH THAT ALL WORK CAN PROCEED WITHOUT INTERFERENCE RESULTING FROM LACK OF COORDINATION. PROPERLY SIZE AND LOCATE ALL CHASES, SLEEVES, EQUIPMENT BASES, AND ACCESSES. PROVIDE ACCURATE WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR FOR ALL EQUIPMENT FURNISHED UNDER THIS DIVISION. MANUFACTURER'S INSTRUCTIONS: THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXPLICITLY IN THE INSTALLATION OF ALL ITEMS OF MECHANICAL EQUIPMENT. IN THE EVENT THE MANUFACTURER'S INSTRUCTIONS CONFLICT WITH THE DRAWINGS AND SPECIFICATIONS, THE ENGINEER SHALL BE SO NOTIFIED IN WRITING AND A RESOLUTION WILL BE MADE. MATERIALS AND EQUIPMENT: ALL MATERIALS AND PRODUCTS USED FOR CONSTRUCTION SHALL BE NEW, AND OF THE BEST GRADE AND THE LATEST PRODUCTS AS LISTED IN PRINTED CATALOG DATA. ALL ARTICLES OF A KIND SHALL BE THE STANDARD PRODUCT OF SINGLE MANUFACTURER. PRODUCTS OR EQUIPMENT OF ANY OF THE MANUFACTURERS CITED HEREIN MAY BE USED OR ANY OF THE PRODUCTS APPROVED BY ADDENDA. HOWEVER, WHERE LISTS OF PRODUCTS ARE CITED HEREIN, THE ONE FIRST LISTED IS THE DESIGN EQUIPMENT USED IN DRAWINGS AND SCHEDULES TO ESTABLISH SIZE, QUALITY, FUNCTION AND CAPACITY STANDARDS. IF OTHER THAN FIRST NAMED EQUIPMENT IS USED, IT SHALL BE CAREFULLY CHECKED FOR ACCESS, ELECTRICAL REQUIREMENTS, VALUING, PIPING AND CONTROL REQUIREMENTS OF THE ALTERNATE EQUIPMENT. SHOULD CHANGES OR ADDITIONS OCCUR IN PIPING, VALUING, ELECTRICAL WORK, ETC., OR THE WORK OF OTHER CONTRACTORS BE REVISED BY THE ALTERNATE EQUIPMENT, THE COST OF ALL CHANGES SHALL BE BORNE AS WORK OF THIS DIVISION. OBSERVATION: ALL WORK AND MATERIALS SUBJECT TO REVIEW AT ANY AND ALL TIMES BY ARCHITECT AND/OR OWNERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY THE ARCHITECT A MINIMUM OF TWO DAYS PRIOR TO TESTING ANY PIPING SYSTEM WHICH MUST BE WITNESSED AND APPROVED BEFORE IT IS COVERED UP OR ENCLOSED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE THAT THE WORK WILL STAND THE TEST PRESCRIBED BEFORE GIVING THE NOTIFICATION. IF AN AUTHORIZED OBSERVER FINDS ANY MATERIAL OR WORK NOT CONFORMING TO THESE SPECIFICATIONS, WITHIN THREE DAYS AFTER BEING NOTIFIED, REMOVE FROM PREMISES. IF MATERIAL HAS BEEN INSTALLED, ENTIRE EXPENSE OF REMOVING AND REPLACING SHALL BE BORNE BY CONTRACTOR. SUPERVISION AND WORKMANSHIP: FURNISH THE SERVICES OF AN EXPERIENCED FOREMAN WHO SHALL BE IN CHARGE OF THE ERECTION OF THE MECHANICAL AND/OR PLUMBING SYSTEMS, TOGETHER WITH ALL NECESSARY MECHANICS AND LABORERS REQUIRED TO PROPERLY UNLOAD, TRANSFER, ERECT, CONNECT UP, ADJUST, START, OPERATE AND TEST THE SYSTEM. HE SHALL GIVE FULL INSTRUCTIONS TO THE OWNER'S REPRESENTATIVES AS TO THE OPERATION AND MAINTENANCE OF ALL FIXTURES, APPARATUS AND WORK INSTALLED UNDER HIS SUPERVISION. HE SHALL VERIFY ALL CONDITIONS ON THE JOB SITE AND LAYOUT ALL WORK ACCORDINGLY. ALL WORKMANSHIP SHALL BE OF FIRST QUALITY. NONE BUT COMPETENT MECHANICS SHALL BE EMPLOYED IN THE WORK. SHODDY WORKMANSHIP WILL BE CAUSE FOR REJECTION AND REPLACEMENT OF INSTALLED WORK WITHOUT ADDITIONAL COST TO THE OWNER. num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:18 AM MO B E T T A H S ( T I ) ME C H A N I C A L S P E C I F I C A T I O N S ME003 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D MECHANICAL SPECIFICATIONS COPPER TUBING 1-1/2" AND LARGER 10 FEET HORIZONTAL 10 FEET VERTICAL FLOOR, WALL AND CEILING PLATES: BRASS MATERIAL, CHROME PLATED FINISH. SIZE SUFFICIENT TO COVER ALL PIPE OPENINGS THROUGH WALL, FLOOR OR CEILING. SET SCREW SPRING TO SECURE PIPE. PIPE AND PIPE FITTINGS: GENERAL: RUN ALL PIPING PARALLEL OR PERPENDICULAR TO THE BUILDING STRUCTURE AND SUPPORT IT SUFFICIENTLY TO PREVENT SAGGING. INSTALL ALL PIPING WHERE POSSIBLE SO AS TO VENT AND DRAIN. SUPPORT ALL PIPING INDEPENDENTLY SO THAT ITS WEIGHT IS NOT CARRIED BY THE EQUIPMENT. INSTALL UNIONS IN ALL NON-FLANGED PIPE CONNECTIONS TO APPARATUS AND APPURTENANCES REQUIRING REMOVAL FOR SERVICING, SO LOCATED THAT PIPING MAY BE DISCONNECTED WITHOUT DISTURBING THE GENERAL SYSTEM. PROVIDE DIELECTRIC COUPLINGS, UNIONS OR FLANGES BETWEEN STEEL AND COPPER PIPE OR TUBING. SCREWED JOINTS: SHALL BEVE THE PIPE ENDS REAMED, DOPE OR TAPE APPLIED TO MALE THREADS ONLY, WITH THE EXCEPTION OF BRASS TO BRASS JOINTS WHICH SHALL BE MADE WITH TEFLON TAPE ONLY. AFTER JOINTING, NO MORE THAN 2 THREADS SHALL REMAIN EXPOSED. WELDED JOINTS: BY THE "AARC-WELDING" PROCESS: PORT OPENINGS OF FITTINGS MUST MATCH THE INSIDE DIAMETER OF THE PIPE TO WHICH THEY ARE WELDED. MAKE ALL TURNS WITH FULL RADIUS WELDING ELBOWS AND TEES WITH WELDING TEES. REDUCING FITTINGS MUST BE USED FOR SIZE REDUCTION. SOLDER TYPE JOINTS: WITH 95/5 TIN/ANTIMONY OR "STAY SAFE" LEAD-FREE SOLDER ON WROUGHT COPPER FITTINGS, APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOINTS IN COPPER TUBE 2-1/2" AND LARGER SHALL BE MADE WITH HEAT APPLIED UNIFORMLY AROUND THE ENTIRE CIRCUMFERENCE OF THE TUBE AND FITTINGS BY A MULTIFLAME TORCH. UNDERGROUND JOINTS SHALL BE BRAZED. NO-HUB CAST IRON PIPE: CONFORM WITH UNIFORM STATE PLUMBING CODE AND CAST IRON SOIL PIPE INSTITUTE RECOMMENDATIONS. VALVES: INSTALL VALVES ON EACH SIDE OF ALL EQUIPMENT AND WHERE SHOWN ON DRAWINGS. FULL SIZE OF PIPE UNLESS OTHERWISE INDICATED. PROVIDE NEAT APPEARANCE AND EASY GROUPING WITH ALL PARTS EASILY ACCESSIBLE. VALVE STEMS SHALL BE INSTALLED IN HORIZONTAL OR UPRIGHT POSITION. FLOOR, WALL AND CEILING PLATES: INSTALL ON ALL EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. PIPE SLEEVES: LAYOUT WORK IN ADVANCE OF POURING CONCRETE AND FURNISH AND SET SLEEVES NECESSARY TO COMPLETE THE WORK. FLOOR SLEEVES: PROVIDE SLEEVE ON PIPES PASSING THROUGH CONCRETE FLOORS. EXTEND SLEEVE ONE INCH ABOVE FINISHED FLOOR. CAULK ALL PIPES PASSING THROUGH FLOOR WITH OAKUM AND MORTAR. INSULATED PIPE: SUPPORTED BY RING HANGERS, THE RINGS SHALL PASS FREELY AROUND THE INSULATION. PROTECT THE INSULATION AT POINT OF CONTACT WITH THE RING HANGER OR TRAPEZE BAR BY MEANS OF PIPE SADDLES. PIPE HANGERS AND SUPPORTS: PIPE HANGER SIZE 2" AND SMALLER: ADJUSTABLE MALLEABLE IRON, SPLIT RING HANGER, BLACK, U.L. LISTED. FEE AND MASON NO. 199 OR FIGURE 239. PIPE HANGER LARGER THAN SIZE 2-1/2": ADJUSTABLE STEEL CLEVIS TYPE HANGER, BLACK, U.L. LISTED. FEE AND MASON NO. 239 OR 103. PIPE HANGERS IN CONTACT WITH COPPER TUBE SHALL BE COPPER PLATED. INSULATION PROTECTION SHIELD: GALVANIZED STEEL, 18 GAUGE MINIMUM LENGTH 12". FEE AND MASON #81 OR SIMILAR PRODUCT FABRICATED BY CONTRACTOR. GENERAL: PROVIDE ADJUSTABLE HANGERS ON ALL PIPES, COMPLETE WITH ADJUSTERS, SWIVELS, RODS, ETC. SIZE HANGERS TO CLEAR INSULATION AND GUIDES. ON HOT LINES WHERE EXPANSION AND CONTRACTION OCCURS, PROVIDE SWIVEL JOINT AT TOP OR BOTTOM OF HANGER ROD. PROVIDE HANGER WITHIN THREE FEET OF ALL CHANGES IN DIRECTION. BRANCHES FIVE (5) FEET OR LONGER SHALL HAVE SEPARATE HANGERS. PLUMBERS' TAPE: NOT PERMITTED AS PIPE HANGERS. HANGER SPACING: PIPE SPACING: COPPER TUBING 1-1/4" AND SMALLER 5 FEET HORIZONTAL 10 FEET VERTICAL COPPER TUBING 1-1/2" AND LARGER 10 FEET HORIZONTAL 10 FEET VERTICAL STEEL PIPE 1" AND SMALLER 7 FEET HORIZONTAL 10 FEET VERTICAL STEEL PIPE 1-1/4" AND LARGER 10 FEET HORIZONTAL 15 FEET VERTICAL PEX -ALL SIZES 32 INCHES 10 FEET VERTICAL CAST IRON SOIL PIPE -AT EACH JOINT AND AT INTERVALS NOT TO EXCEED FIVE (5) FEET. HANGER RODS: PIPE SIZES ROD SIZES 1/2" TO 2" 3/8" 2-1/2" TO 3" 1/2" 4" AND LARGER 5/8" ALL HANGER RODS SHALL BE PROVIDED WITH DOUBLE NUTS AND THE NUTS SHALL BE LOCKED. GRADING OF PIPE: DOMESTIC HOT AND COLD WATER PIPING SHALL BE GRADED TO DRAIN COMPLETELY. INSTALL DRAIN AT ALL LOW POINTS. WASTE AND SOIL PIPING SHALL GRADE DOWNWARD IN THE DIRECTION OF FLOW AT THE RATE OF 1/4" PER FOOT. PIPE AND EQUIPMENT IDENTIFICATION: PIPE IDENTIFICATION: IN ALL ACCESSIBLE AREAS, INCLUDING ABOVE REMOVABLE CEILINGS IN EQUIPMENT ROOMS. IN EQUIPMENT ROOMS A DIRECTIONAL FLOW ARROW AND A STENCILED NAME IDENTIFYING THE PIPE CONTENTS SHALL BE PAINTED ON THE PIPE ADJACENT TO EACH VALVE. EACH BRANCH OR TAKEOFF, EACH POINT AT WHICH PIPES LEAVE OR ENTER A WALL, EVERY MAJOR CHANGE OF DIRECTION OF A PIPE, AND AT 20 FT. 2 LB GAS PIPING SHALL BE LABELED EVERY FOOT, ALL OTHER GAS PIPING SHALL BE LABELED EVERY 6'. INTERVALS ON LONG CONTINUOUS RUNS. STENCIL LETTERS AND FLOW ARROWS SHALL BE 1/2, 7/8 OR 1-3/4 INCH IN HEIGHT, DEPENDING ON THE SIZE OF THE PIPE OR EQUIPMENT. IN ALL CASES, THE LARGEST SIZE PRACTICAL SHALL BE USED. STAPLE LABELS TO INSULATION WHERE APPLICABLE. COVER ALL LABELS WITH CLEAR LACQUER OR CLEAR TAPE TO PREVENT PEELING. ABBREVIATIONS FOR IDENTIFICATION SHALL COMPLY WITH, BUT NOT BE LIMITED TO, THE FOLLOWING: DOMESTIC COLD WATER -DCW DOMESTIC HOT WATER -DHW DOMESTIC HOT WATER CIRCULATING -DHWR REFRIGERANT LIQUID -RL REFRIGERANT SUCTION -RS COMPRESSED AIR -CA DRAIN -D NATURAL GAS -G MECHANICAL SPECIFICATIONS SEE PLANS FOR ADDITIONAL DOMESTIC WATER LABELS VALVE IDENTIFICATION: ALL VALVES, REGARDLESS OF SIZE, SHALL BE IDENTIFIED WITH BRASS TAGS OF 0.51" THICKNESS, 1" BY 3" OR LARGER WITH 1/8" HIGH STAMPED LETTERS. THE TAG SHALL BE ATTACHED TO VALVES WITH RUSTPROOF KEY CHAINS. INFORMATION ON TAG SHALL INCLUDE FUNCTION OF VALVE AND ANY OTHER PERTINENT DATA. ABBREVIATIONS AS SHOWN SHALL BE USED, AS APPLICABLE. EQUIPMENT IDENTIFICATION: ALL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, FAN-COIL UNITS, AIR HANDLING UNITS, EXHAUST FANS, PUMPS, HEAT EXCHANGER, EXPANSION TANK AND AIR SEPARATION TANK SHALL BE IDENTIFIED WITH SIGNS MADE OF LAMINATED PLASTIC WITH 1/8" OR LARGER ENGRAVED LETTERS. SIGNS SHALL BE SECURELY ATTACHED BY RUSTPROOF SCREWS OR SOME OTHER PERMANENT MEANS. INFORMATION ON SIGN SHALL INCLUDE NAME OF EQUIPMENT, RATING, MAINTENANCE INSTRUCTIONS, AND OTHER IMPORTANT DATA. THE MECHANICAL AND ELECTRICAL SCHEDULE SYMBOLS SHALL ALSO APPEAR ON IDENTIFICATION TAGS. SECTION 15250 -INSULATION RELATED DOCUMENTS: THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS (IF ANY) APPLY TO THE WORK SPECIFIED IN THIS SECTION. DESCRIPTION OF WORK: THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND SERVICES INCLUDED IN THE FOLLOWING INSULATION CLASSIFICATIONS: **PIPES OF ALL TYPES TO BE INSULATED ACCORDING TO IECC2015. DOMESTIC HOT WATER PIPING DOMESTIC COLD WATER PIPING ABOVE GRADE RAIN WATER PIPING THERMAL DUCT WRAPPING QUALIFICATION OF WORKMEN: USE SUFFICIENT JOURNEYMEN INSULATORS AND SUPERVISORS IN THE EXECUTION OF THIS PORTION OF THE WORK TO INSURE PROPER AND ADEQUATE INSTALLATION OF INSULATION THROUGHOUT. COMPLIANCE WITH SPECIFICATION: WHENEVER REQUIRED DURING PROGRESS OF THE WORK, FURNISH PROOF ACCEPTABLE TO THE OWNER THAT ITEMS INSTALLED EQUAL OR EXCEED ALL REQUIREMENTS SPECIFIED FOR THIS WORK. PRODUCT HANDLING: PROTECTION: USE ALL MEANS NECESSARY TO PROTECT INSULATION MATERIALS BEFORE, DURING AND AFTER INSTALLATION. REPLACEMENT: IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY. FIRE HAZARD CLASSIFICATION FOR ALL INSULATION: ALL INSULATION SHALL HAVE SURFACE BURNING CHARACTERISTICS RATINGS AS TESTED BY ASTM E84, UL723 OR NFPA 255 NOT EXCEEDING: FLAME SPREAD 25 AND SMOKE DEVELOPED 50. COMPOSITE SHALL INCLUDE INSULATION, JACKETING AND ADHESIVES USED TO SECURE JACKETING OR FACING. ALL ACCESSORY ITEMS, SUCH AS PVC JACKETING AND FITTINGS, ADHESIVES, MASTIC, CEMENT, TAPE AND CLOTH, SHALL HAVE THE SAME COMPONENT RATINGS AS SPECIFIED ABOVE. PIPING INSULATION SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF U.L. "PIPE AND EQUIPMENT COVERING R5583 400 8.15". ACCEPTABLE MANUFACTURERS: OWENS-CORNING, JOHNS MANVILLE, PPG, KNAUF, OR CERTAIN-TEED. PIPE INSULATION: FIBERGLASS SECTIONAL PIPE INSULATION: SEE PIPE INSULATION SCHEDULE THIS SHEET. MINIMUM DENSITY OF 2 LBS. PER CUBIC FOOT. JACKETED WITH WHITE VAPOR BARRIER LAMINATED OF ALUMINUM FOIL AND WHITE KRAFT REINFORCED WITH GLASS FIBER STRANDS. JACKET SHALL HAVE FACTORY APPLIED SELF- SEALING LAP. THERMAL AIR DUCT WRAP: FIBERGLASS BLANKET INSULATION: THERMAL CONDUCTIVITY OF 0.27 BTU -IN. PER SQ. FT. PER HOUR AT 75°F MEAN TEMPERATURE. MINIMUM DENSITY OF ONE POUND PER CUBIC FOOT. JACKETED WITH ALUMINUM FOIL REINFORCED WITH FIBERGLASS SKRIM LAMINATED KRAFT FACING. OWENS-CORNING "FRK-25". PIPE INSULATION: ACCORDING TO GENERAL NOTES ON DRAWINGS FLUSHING AND CLEANING UPON COMPLETION OF TESTING, FLUSH ALL DOMESTIC WATER PIPING UNTIL WATER SHOWS NO DISCOLOTATION. CLEAN ALL VALVES, STAINERS, ETC. AFTER FLUSHING AND CLEANING, DISINFECT PIPE BY THE USE OF CHLORINE OR CHLORINE COMPOUNDS IN AMOUNTS TO PRODICE A COCENTRATION OF 50 PARTS PER MILLION, AT THE END OF 24 HOURS, FLUSH ALL PIPING UNTIL CHLORINE RESIDUAL IS LESS THAN 2 PARTS PER MILLION, IN ADDITION TO THE ABOVE REQIREMENTS PROVIDE ANY ADDITIONAL SYSTEM CLEANING AND DISINFECTING AS REQUIRED BY STATE OR LOCAL CODES. THERMAL DUCT WRAPPING: 1-1/2" (OR R-6) THICK FIBERGLASS BLANKET. INSTALLATION OF PIPE INSULATION. INSTALLATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS, PARTITIONS, SLEEVES, AND PIPE HANGERS, EXCEPTWHERE NOTED OTHERWISE. FIBERGLASS SECTION PIPE INSULATION: APPLY INSULATION TO PIPE AND SEAL WITH SELF-SEALING LAP. USE SELF-SEALING BUTT STRIPS TO SEAL BUTT JOINTS. EXCEPTION: INSULATION NOT REQUIRED OVER UNIONS, AND VALVEBODIES ON DOMESTIC HOT WATER.FITTINGS FOR PIPE SIZES SMALLER THAN 2-1/2" SHALL BE INSULATED AND FINISHED WITH HYDRAULIC SETTING INSULATING CEMENT TO A THICKNESS EQUAL TO THE ADJOINING PIPE INSULATION. FITTINGS FOR PIPE SIZES 2-1/2" AND LARGER SHALL BE INSULATED WITH SEGMENTS OF THE MOLDED INSULATION SECURELY WIRED IN PLACE AND FINISHED WITH A COST OF HYDRAULIC SETTING INSULATING CEMENT. ALL FITTINGS, REGARDLESS OF PIPE SIZE, SHALL BE FINISHED WITH 4 OUNCE CANVAS AND COATED WITH CHILDREN'S WHITE CP-50A "CHIL-SEAL". THIS SEALANT SHALL CONFORM TO NFPA STANDARD 90A, NFPA FIRE CODE 220 (B) AND SHALL MEET FIRE HAZARD REQUIREMENTS OF GSA AND MIL-A-3316B, CLASS 1, GRADE A/B. INSTALLATION OF THERMAL AIR DUCT WRAP: WRAP ALL SUPPLY AIR DUCTS AND ALL RETURN AIR DUCTS. DUCTS THAT ARE INTERNALLY INSULATED NEED NOT BE WRAPPED. APPLICATION, RECTANGULAR DUCT: APPLY OVER CLEAN, DRY SHEET METAL DUCT. INSTALL TO ALLOW MAXIMUM FULLNESS AT CORNERS, 1" MINIMUM THICKNESS AT CORNERS. BUTT INSULATION TIGHTLY AT JOINTS AND OVERLAP VAPOR BARRIER FACING 2" MINIMUM. REMOVE INSULATION FROM LAPS PRIOR TO STAPLING. STAPLE ALL SEAMS 6" ON CENTERS OUTWARD CLINCHING STAPLES, THEN SEAL WITH FOIL VAPOR BARRIER TAPE. WHERE DUCTS ARE OVER 24" IN WIDTH, SECURE DUCT WRAP TO THE BOTTOM OF DUCT WITH MECHANICAL FASTENERS ON 16" CENTERS TO PREVENT SAGGING. SEAL PENETRATIONS TO PROVIDE A VAPOR- TIGHT SYSTEM. ALL VERTICAL SECTIONS OF DUCTS SHALL BE MECHANICALLY PINNED ON 16" CENTERS, AT LEAST ONE PIN PER SIDE. SEAL PENETRATIONS OF VAPOR BARRIER TO PROVIDE A VAPOR-TIGHT SYSTEM. APPLICATION, ROUND DUCT: APPLY OVER CLEAN, DRY SHEET METAL DUCT. INSTALL INSULATION TO ALLOW FULL THICKNESS. BUTT INSULATION TIGHTLY AT JOINTS, AND OVERLAP VAPOR BARRIER FACING 2" MINIMUM. REMOVE INSULATION FROM LAPS PRIOR TO STAPLING. STAPLE ALL SEAMS 6" ON CENTERS WITH OUTWARD CLINCHING STAPLES, THEN SEAL WITH FOIL VAPOR BARRIER TAPE. ALL VERTICAL SECTIONS OF DUCTS 8" DIAMETER AND LARGER SHALL BE MECHANICALLY PINNED ON 16" CENTERS, A MINIMUM OF FOUR PINS AROUND THE CIRCUMFERENCE. SEAL PENETRATION OF VAPOR BARRIER TO PROVIDE A VAPOR- TIGHT SYSTEM. AIR TESTING AND BALANCING GC TO HIRE NEBB CERTIFIED THIRD PARTY TEST AND BALANCE (TAB) CONTRACTOR. TAB CONTRACTOR SHALL ADJUST SHEAVES, BELTS, DAMPERS, ETC AS NECESSARY TO BALANCE SYSTEM TO AIRFLOWS REQUIRED AT LOWEST POSSIBLE SPEEDS. TAB CONTRACTOR SHALL VERIFY THE OUTSIDE AIR AT EACH RTU IS AS SCHEDULED. FOLLOW PROCEDURES AS LAID FORTH IN THE CURRENT VERSION OF "PROCEDURAL STANDARDS FOR TESTING ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" BY NEBB. PROVIDE REPORT ON NEBB FORMS. num. description date 11-16-23 NOTE: BRANCH DUCT PER SMACNA 45° ENTRY HIGH VELOCITY DUCT SYSTEMS THE ENTRY OPENING SHOULD BE NOTED: WHEN USING THIS TAKE-OFF FOR "NOT TO EXCEED 1500 FPM" TO AVOID NOISE GENERATION. 6" MIN.MAIN DUCT UNITS OPENINGS ROOF TOP UNIT ROOF CURB BY RTU MANUFACTURER. (24" MIN. HIGH) ROOF DECK (SUPPLY & RETURN) DUCT LINER EXPANSIVE FOAM TO BE USED TO SEAL DUCT PENETRATIONS SUPPLY AND RETURN CONTINUOUS WOOD SHIM TO LEVEL CURB BY G.C. DUCTWORK SIZED PER 3 -15 TONS DRAIN DIRECTLY ON ROOF. BE A MINIMUM OF 1"Ø AND IS TO PVC TRAP BY M.C. - TRAP TO GLASS BATT INSULATION FILL VOIDS WITH FIBER FILL VOIDS WITH FIBER GLASS BATT INSULATION SEE STRUCTURAL STEEL ANGLE BEHIND RIGID INSULATION ROOFING MATERIAL COUNTER FLASHING GLASS BATT INSULATION FILL VOIDS WITH FIBER 6" MICRO-HOLD UNIT BASE RAIL SEISMIC MICRO-HOLD SEISMIC CLIPS 16ga. GAL. STEEL SEISMIC MICRO-HOLDS PROVIDED BY RTU MANUFACTURE. PROVIDE 4 PER ROOF TOP UNIT. HOLDS TO BE INSTALLED 2 PER SIDE ON THE LONG SIDES OF THE UNIT. ATTACH SEISMIC CLIPS USING (4) #10x1/2" TEK SCREWS ATTACH SEISMIC CLIPS USING (4) #10x1/2" TEK SCREWS OVERHEAD STRUCTURAL MEMBER #10 SHEET METAL SCREW, 6" O.C. (TYPICAL) DOUBLE FOLD STRAP & SECURE WITH 3/8" DIA. EXPANSION BOLT (TYPICAL) BEND TAB UNDER DUCT ROUND DUCT 3/8" DIA. BOLT AND NUT NOTE: USE SPECIFIED SPACING AND NOT LESS THAN ONE SUPPORT PER BRANCH. OPEN WEB STRUCTURE NOTE: ONE HANGER REQUIRED DUCT 24" DIA. AND SMALLER, TWO HANGERS REQUIRED FOR DUCTS 26" DIA. AND LARGER. NOTE: REFER TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE - THIRD EDITION FOR ALL REQUIREMENTS 1-1/4" x 16 GAUGE SHEET METAL STRAP, (TYPICAL). GRIPPLE HANGERS USING AIRCRAFT CABLE ARE ALSO ACCEPTABLE FLASHING AND COUNTER INSULATED CURB BY MC. PREFABRICATED AND FLASHING BY G.C. CURB HEIGHT DETERMINED BY LOCAL AHJ ATTENUATING CURB SOUND 1" ELASTOMERIC FOAM INSULATION FULL WIDTH AND LENGTH OF CURB WITH FLEXIBLE PENETRATION CAULKING SEAL ROOF TO CURB SCREW DUCT WITH EYELETS ANCHOR CABLE ATTACH TO CURB ATTACH TO GREASE EXHAUST FAN GREASE DUCT ACCESS PANEL 16 GAUGE CARBON STEEL OR 18 GAUGE STAINLESS STEEL BOX GREASE COLLECTOR OR STEEL STRUCTURE BELOW INSTALL CURB TO TOP OF DECK CABLE SCHEDULE 6X19 IWRC 6X19 IWRC 7X19 GALV. 7X19 GALV. 7X19 GALV. 7X19 GALV. 7X19 GALV. 1/2" 7/16" 3/8" 5/16" 1/4" 3/16" 1/8" CABLE DIA. 8-7/8" 7-3/8" 6-3/4" 5-3/4" 5-1/4" 18" 17" A 3-7/8" 3-5/8" 3-1/4" 2-5/8" 1-1/8" 1" 1" 13/16" 2-3/8" 1-7/8" 1-5/8" B 11/16" 5/8" 5/8" C CABLE DESIGN NOTES: 1. CABLES, THIMBLES, CABLE CLIPS, GROMMETS, FLAT WASHERS AND NEOPRENE WASHERS ARE TO BE FURNISHED BY RESTRAINT MANUFACTURER. ALL OTHER HARDWARE TO BE PROVIDED BY CONTRACTOR. 2. CABLE CLIPS MUST BE ORIENTED AS SHOWN WITH SHORT END OF CABLE ON THE CURVED PART OF THE CLIP. 3. CABLE CLIPS (SAME SIZE AS CABLE) MUST BE ORIENTED AS SHOWN WITH SHORT END OF CABLE ON THE CURVED PART OF THE CLIP. 4. ENTIRE RESTRAINT SYSTEM SHALL BE AMBER BOOTH OR EQUAL. EFFECTIVE LENGTH 3/4" 5/8" 5/8" 5/8" 7660 5920 4800 3260 3/8" 3/8" 3/8" 2330 1400 660 23000 17800 14400 9800 7000 4200 2000 ALLOWABLE LOAD (lbf) BOLT SIZE BREAKING STRENGTH (lbf) A B C (TYPE I) 1/2" ALL THREAD ROD SEE SHEET ME506 FOR GREASE DUCT DETAILS. DEFAULT TO SINGLE WALL GREASE DUCT AND ADD FIRE WRAP WHERE DUCTING IS WITHIN 18" OF COMBUSTIBLES. GREASE DUCT MUST EXTEND 18" ABOVE THE COMBUSTIBLE ROOF COVERING WITH GREASE DUCT WRAP CONTINUOUS TO THE EXHAUST FAN. IMC 506.5.4 4) 3) 2) NOTE: 1) HOOD CONTRACTORPROVIDED BY NOZZLESFIRE SUPPRESSION INCANDESCENT LIGHT VAPORPROOF ROOF CURBBY HOOD MFGR. 40 " ( M I N . ) 18 " ( M I N . ) NON-COMBUSTIBLE WALL TRANSITION AS REQUIRED HOOD CONNECTION U.L. CLASSIFIED BAFFLE-TYPE GREASE FILTER SLOPED GREASE DRAIN W/ REMOVABLE CUP FLEXIBLE HOSE PROVIDED BY MANUFACTURER INSTALLED BY P.C. ON HINGED SIDE OF FAN TO ALLOW ACCESS TO GREASE DUCT. THE ENTIRE GREASE EXHAUST SYSTEM SHALL MEET CURRENT REQUIREMENTS OF NFPA 96, STATE CODES, LOCAL REGULATIONS AND IMC 506.3 & 507.5 REQUIREMENTS. M.C. SHALL INSTALL GREASE DUCT IN STRICT ACCORDANCE WITH MFG. LISTED INSTALLATION INSTRUCTIONS FOR FIRE RATING AND CLEARANCES REQUIRED. NONCOMBUSTIBLE CEILING (SEE ARCH. DWGS) HINGED EXHAUST FAN, COORD. WITH E.C. AND P.C. DISCONNECT SWITCH PROVIDED BY MANUFACTURER ON HINGED SIDE OF FAN TO ALLOW ACCES TO GREASE DUCT. TO HOOD CONTROL PANEL ALL EXH. DUCTWORK SHALL BE SLOPED 1/4" PER FOOT MIN. TOWARD HOOD OR RESIDUE TRAP REQUIREMENTS SHOWN ARE FOR A TYPE "1" HOOD IN A SINGLE STORY BUILDING WITH NON-RATED ROOF ASSEMBLY. HOOD SHALL BE LISTED BY NATIONAL AGENCY. CLEAN-OUTS SHALL BE PROVIDED IN GREASE EXHAUST DUCT AT ALL CHANGES IN DIRECTION. THE CLEAN-OUT PANEL SHALL BE MADE OF THE SAME MATERIAL AND THICKNESS AS THE DUCT. THE C.O. PANEL SHALL HAVE A GASKET OR SEALANT THAT IS RATED FOR 1500°F MIN. AND SHALL BE GREASE TIGHT. FASTENERS USED TO SECURE THE C.O. PANELS, SUCH AS WELDED STUDS, LATCHES, OR WING NUTS SHALL BE CARBON STEEL AND SHALL NOT PENETRATE DUCT WALLS. G.C. SHALL PROVIDE FIRE RATED ACCESS PANEL AT THE DUCT ENCLOSURE TO ACCESS DUCT CLEANOUTS. A SIGN SHALL BE PLACED ON ALL FIRE SHIELDING ACCESS PANELS STATING-"ACCESS PANEL-DO NOT OBSTRUCT". 40" MIN. ABOVE ROOF OR THE HIGHEST PART OF THE ROOF WITHIN 5'-0". HOOD REQUIRES 18" CLEARANCE TO COMBUSTIBLES UNLESS WRAPPED WITH FIRE-WRAP. CLEARANCE SHALL NOT BE REQUIRED FROM GYPSUM WALLBOARD OR 1/2" OR THICKER CEMENTITIOUS WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES PROVIDED THAT A SMOOTH, CLEANABLE, NONABSORBENT AND NONCOMBUSTIBLE MATERIAL IS INSTALLED BETWEEN THE HOOD AND THE GYPSUM OR CEMENTITIOUS WALLBOARD OVER AN AREA EXTENDING NOT LESS THAN 18" IN ALL DIRECTIONS FROM THE HOOD. IMC 507.2.6 CEILING MUST BE A MINIMUM OF 3" ABOVE HOOD 4 5 ° 1/4 D (4" MIN.) DUCT SIZE 6" DIA. 6" X 9" 8" DIA. 8" X 12" 10" DIA. 10" X 14" 12" DIA. 12" X 16" 14" DIA. 14" X 18" RECT. OPNG. RECTANGULAR OPENING AIR FLOW 1" FLANGE AROUND RECTANGULAR OPENING DUCT SIZE ROUND MANUAL VOLUME DAMPER NOTE: CONSTRUCT FITTING PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE FIGURE 2-6. AIR-TITE MODEL "ATHEWD" OR EQUAL HIGH EFFICIENCY TAKE OFF W/ LOCKING QUADRANT BALANCING DAMPER SHEET METAL SUPPLY DUCT SEE PLANS FOR SIZE RADIUS + 2D MIN NOTES: 1. EXHAUST AND RETURN GRILLES ARE SIMILAR. 2. BOTTOM TAKE-OFF METHOD IS ONLY ALLOWED IF DIFFUSER IS DIRECTLY BELOW DUCT AND DISTANCE BETWEEN DIFFUSER AND BOTTOM OF CONNECTING DUCT IS LESS THAN DIAMETER OF RUNOUT. 3. COORDINATE CEILING STRUCTURE WITH ARCHITECTURAL PLANS. SHEET METAL SSADDLE. SUPPORT FROM STRUCTURE CEILING MAX. 6'-0" FLEXIBLE DUCT, SUPPORT REQUIRED IF GREATER THAN 4'-0" ROUND NECK SAME AS DUCT SIZE CEILING DIFFUSER WITH SQUARE TO ROUND NECK ADAPTOR. SECURE INNER LINER OF FLEX DUCT USING STAINLESS STEEL, WORM-DRIVE CLAMPS OPPOSABLE BLADE DAMBER W/ NYLON BUSHINGS SEE PLAN FOR NECK SIZE AND LOCATION INSULATION DRAW BAND DUCT DRAW BAND CEILING SHEET METAL SUPPLY DUCT SEE PLANS FOR SIZE THE VELOCITY RATED SIDE OF LINER MUST FACE THE AIR FLOW NOT MORE THAN 2" FROM EDGE OF LINER ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER AND TAPED OVER. (MIRACLE PF96) GALV. SHT. METAL DUCT LINER TO BE ADHERED TO DUCT WITH 90% MIN. AREA COVERAGE OF (MIRACLE PF96) ADHESIVE METAL FASTENERS 12" O.C. MAX. FOR BELOW 2500 FPM VELOCITY DUCT LINER SEE SPEC FOR THICKNESS METAL FASTENERS: OMARK INSUL-PINS, DURA DYNE FASTENERS OR GRIP NAILS. GRIP NAILS SHALL BE INSTALLED BY "GRIP NAIL AIR HAMMER" OR BY AUTOMATIC FASTENER EQUIP. TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES LAPPED & BUTTED CORNERS DUCT LINER (SEE SPEC. FOR 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:20 AM MO B E T T A H S ( T I ) ME C H A N I C A L D E T A I L S ME501 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SCALE:NTS3TYPICAL DUCT TAKEOFF DETAIL SCALE: NTS 4 ROOFTOP UNIT CURB DETAIL (RTUs & MAUs) SCALE: NTS 6 DUCT HANGER SCALE: NTS 7 GREASE EXHAUST FAN AND CURB DETAIL SCALE: NTS 8 CABLE CONSTRUCTION SCALE: NTS 1 TYP. TYPE 1 GREASE HOOD AND DUCT DETAIL num. description date SCALE: NTS 9 DUCT HIGH EFFICIENCY TAKE-OFF SCALE: NTS 5 CEILING DIFFUSER DETAIL WITH DUCTING SCALE: NTS 2 DUCT LINER 11-16-23 EXISTING HOOD OUTLET SLIP JOINT - SEE DETAIL SILICONE SEALANT TRANSITION AS REQUIRED NEW EXHAUST DUCT 30° MAX. HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER HOOD CORNER HANGING ANGLE (HARDWARE BY INSTALLER) QUARTER ENDPANEL-ND-2 ENDPANEL RIGHT ENDPANEL LEFT 23" 23"23" 23" ATTACH FLANGE TO WALL WITH STAINLESS STEEL SCREWS HOOD CAULK BEAD ENDPANEL STUD WELD TO FLANGE OF HOOD 1/4" HEM .38" THRU HOLES 1/4" HEM 1/4" THRU HOLES 3 PLACES @ BACK WALL 1" FLANGE .38" THRU HOLES STUD WELD TO FLANGE OF HOOD 3 PLACES3 PLACES 3 PLACES ROOF EXHAUST FAN ANCHOR EXHAUST FAN SECURELY TO ROOF MOUNTING CURB SEE PLAN FOR SIZE OF EXHAUST DUCT 8" MI N . GASKET 12" HIGH PREFABRACATED ROOF MOUNTING CURB CANT STRIP (AS REQUIRED) ROOFING ROOF INSULATION AUTOMATIC BACKDRAFT DAMPER NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR ROOFING AND FLASHING DETAILS. 2. UNIT MANUFACTURER SHALL DETERMINE EXACT METHOD AND SEISMICALLY BRACING EQUIPMENT. 1/4" THRU BOLTS AT 24" O.C. 3 MINIMUM PER SIDE. STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FIBER CANT STRIP SET IN BITUMEN 2" N O MIN AL BASE FLASHING FASTNERS APPROX. 8" O.C. REMOVABLE COUNTERFLASHING FASTNERS APPROX. 24" O.C. 20 GA. G.I. CAP NOTE: ROOF STRUCTURE SHOWN IS GENERIC. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS. AE A2 P PRESSURE SWITCH OVERFLOW SWITCH TO FLOOR SINK OR JANITORS SINK FIELD WIRED AND PIPED FROM BUILDING WATER SUPPLY NORMALLY CLOSED VALVE B W ROOF LINE R WB R NORMALLY OPEN VALVE INTERNAL WATER SOLENOID TIMER 15 B1 A1 18 16 DRAIN N 11 D SV T 5/8" WIDE SCREW TIGHTENING BINDING STRAPSTEEL DUCT MASTIC SEALANT FLEXIBLE DUCT2" 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:22 AM MO B E T T A H S ( T I ) ME C H A N I C A L D E T A I L S ME502 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SCALE: NTS 2 HOOD CONNECTION DETAIL SCALE: NTS 5 HOOD SUPPORT DETAIL SCALE: NTS 1 ROOF EXHAUST FAN num. description date SCALE: NTS 6 MAKE-UP AIR UNIT WATER SUPPLY CONNECTION SCALE: NTS 4 EQUIPMENT ROOF SUPPORT RAIL SCALE: NTS 3 FLEXIBLE DUCT CONNECTION 11-16-23 TYPE 1 HOOD NOTES 1. HOOD(S), ANSUL SYSTEM, MAKE UP AIR UNIT(S), EXHAUST FAN(S) AND GREASE DUCT ARE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 2. GREASE EXHAUST FANS SHALL BE INSTALLED SUCH THAT THE DISCHARGE IS A MINIMUM OF 40" ABOVE ROOF. 3. EACH HOOD HAS AN INTEGRAL HEAT SENSOR THAT WILL BE INTERLOCKED WITH THE HOOD EXHAUST FAN AND CORRESPONDING MAKE UP AIR UNIT. W HENEVER THE HEAT SENSOR IS ACTIVATED THE HOOD AND MAKE UP AIR UNIT SHALL TURN ON. PROVIDE/INSTALL MAKE UP AIR UNIT AND EXHAUST FAN SWITCHES SO THAT THEY CAN BE CONTROLLED IN THE EVENT THAT A SENSOR FAILS. 4. ALL EXHAUST DUCTWORK SERVING TYPE 1 HOODS IS TO BE PRE-MANUFACTURED DUCT RATED AND LISTED FOR GREASE HOOD APPLICATION WITH 18" TO COMBUSTIBLE RATING. 5. ALL HORIZONTAL SECTIONS OF GREASE DUCT SHALL BE SLOPED BACK TO THE HOOD AT A MINIMUM SLOPE OF 1/4" PER FOOT. 6. PROVIDE GREASE DUCT ACCESS DOORS AT EACH ELBOW AND EVERY 20'. 7. GREASE FANS SHALL BE PROVIDED W ITH UL 762 LISTING FOR GREASE, PROVIDED WITH A HINGED, VENTED CURB AND FLEXIBLE ELECTRICAL CONNECTION FOR CLEANING ACCESS. 8. PLUMBING CONTRACTOR IS TO INSTALL AND MAKE ALL FINAL CONNECTIONS TO EMERGENCY NATURAL GAS SHUT OFF VALVE. VALVE WILL BE PROVIDED WITH ANSUL SYSTEM. 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: sheet title: 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" for: x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:22 AM MOBETTAHS (TI) KITCHEN MECHANICAL EQUIPMENT ME503 461 N. 2ND E. REXBURG, ID 83440 IFP 11/15/2023 MO-75REX REXBURG, ID num.description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:24 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME504 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:25 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME505 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:26 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME506 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date *TYPE I HOOD EXHAUST FANS SHALL CONTINUE TO OPERATE AFTER THE EXTINGUISHING SYSTEM HAS BEEN ACTIVATED. EF-1 EF-2 MAU-1 MAU-1 EF-1 EF-2 MAU-1 EF-1 EF-2 MAU-1 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:27 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME507 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:28 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME508 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:29 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME509 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:30 AM MO B E T T A H S ( T I ) KI T C H E N M E C H A N I C A L E Q U I P M E N T ME510 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 Thermal Ceramics 3 1 LEGEND 3" 1 1/2" 3 6 7 4 8 Hangers - size dependent on weight of assembly (see datasheet section G) Tight butt joints (no overlap) at perimeter and longitudinal joints, both layers for grease ducts 2 3 2 1 1/2" 5 2 4 21" TYP.3 2 1 1/2" 3" 1 1/2" Butt Joint Option 6" BUTT-JOINT TYPICAL Checkerboard Wrap Option One Layer of XL Insulation for 2-Hour Air Ventilation Duct Enclosures Steel Rectangular or Round Duct (size, gage and construction dependent per Listed Design) Steel banding minimum 1/2" wide by 0.015" thick. Two Layers of XL Insulation for ASTM E2336 and CAN/ULC S144 Grease Duct Enclosures Trapeze Supports - size dependent on weight of assembly (see datasheet Section G) Min. 3" overlap on perimeter and between adjacent blankets The integrity of Pyroscat duct systems is limited to the quality of the installation. 4 1 23" 1 1/2" 21" TYP. Telescope Wrap Option RPyroscat Duct Wrap XL Commercial Kitchen Grease Duct Enclosure System SINGLE LAYER INSTALLATION OPTIONS2-Hour rated HVAC Duct per HNLJ V-19 To Provide Zero Clearance to Combustibles for Grease Duct (where within 18" of combustibles) 1 or 2 Hour Shaft Alternative / Zero Clearance to Combustibles 5 Optional 6" XL collar GREASE DUCT SPECIFICATIONS: PROVIDE SINGLE WALL GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "DW" IS LISTED TO UL-1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "DW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "DW " HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16" PER 12", HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12". DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE GREASE DUCT WRAP ON ENTIRE DUCT RUN PER THE DETAILS BELOW. LISTED GREASE DUCT. EXHAUST FAN. § HIGH TEMP GASKET IS USED TO SEAL THE FAN TO THE TRANSITION PLATE. VENTED CURB ROOF TERMINATION. THE INNER DUCT IS FULLY WELDED TO THE TRANSITION PLATE, ALL WELDS ARE DYE TESTED. SECURED TO THE CURB BY OTHER. GREASE DUCT SPECIFICATION Furnish single-wall, factory built, grease duct for use with Type I kitchen hoods, which conforms to the requirements of NFPA-96. Products shall be ETL listed to UL-1978 for venting air and grease vapors from commercial cooking operations as described in NFPA-96. The duct wall shall be constructed of .036 thick type 430 stainless steel and be available in diameters 8" through 24". All supports, fan adapters, hood connections, fittings and expansion joints required to install grease duct shall be included. Roof penetrations shall comply with listed clearance to combustibles, see "Clearance to Combustibles" guide for details. The grease duct will terminate at the fan adapter plate, will be fully welded to the fan adapter plate and the fan adapter plate will be fastened to the curb using a suitably sized fastener provided by others; see page 12 of the "Installation, Operation and Maintenance Manual" for details. Grease duct joints shall be held together by means of formed vee clamps and sealed with 3M Fire Barrier 2000+ . Screws used to secure the vee clamps shall be of the hex-head type with flanged stops and tapered "lead in" threads for easy starting. Nuts shall be retained by means of a free-floating cage to allow easy alignment. Single-Wall Grease Duct shall be installed in accordance with the manufacturer's "Installation, Operation and Maintenance Manual" , ETL listing and state and local codes. Grease duct installed outside of the building shall be protected against accidental damage or vandalism. Support vertically installed grease duct from the building structure using rigid structural supports. Anchor supports to the structure by welding or bolting steel expansion anchors or concrete inserts. Support horizontally installed grease duct from the building structure using above method or use Duct Mate, Wire Rope & Clutchers, part numbers WR20 & CL20. 1/2" Threaded rod and saddles may also be used for the support of horizontal grease duct. Fans shall be supported independently from the grease duct sections. Protect grease duct from twisting or movement caused by fan torque or vibration. DIAMETER OVERLAP 8" 12" 10" 18" 16" 14" 24" 20" 6" 5" 4" ADJUSTABLE DUCT OVERLAP - MINIMUM 6" 6" 6" 6" 6" DIAMETER COMBUSTIBLES LIMITED COMBUSTIBLES NON COMBUSTIBLES 8" 12" 10" 18" 16" 14" 24" 20" 18" 3" 0" CLEARANCE TO COMBUSTIBLES (SINGLE WALL GREASE DUCT) 18" 3" 0" 18" 18" 3" 3" 0" 0" 18" 3" 18" 18" 18" 3" 3" 3" 0" 0" 0" 0" SINGLE WALL FACTORY BUILT DUCTWORK (TYPICAL) - FOR A COMPLETE LIST OF APPROVED SUPPORT METHODS, SEE THE INSTALLATION AND OPERATION MANUAL. - DUCTWORK SHALL SLOPE NOT LESS THAN 1/16" PER LINEAR FOOT TOWARDS THE HOOD OR AN APPROVED GREASE COLLECTION RESERVOIR. - WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 3/16" PER LINEAR FOOT. - ALL DUCTWORK IS REQUIRED TO BE INSTALLED WITH THE MAXIMUM SUPPORT SPACING LISTED BELOW. DUCT DIAMETER 8"10' 10' 24' 10" 10' 10' 24' 12" 10' 10' 24' 14" 10' 10' 24' 16" 10' 10' 24' 18" 10' 10' 24' 20" 10' 10' 24' 22" 10' 10' 24' 24" 10' 10' 24' HORIZONTAL WALL SUPPORT (ft) VERTICAL WALL SUPPORT (ft) VERTICAL CURB SUPPORT (ft) 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:32 AM MO B E T T A H S ( T I ) GR E A S E D U C T D E T A I L S ME511 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date 11-16-23 REFERENCE "RESPONSIBILITY SCHEDULE" ON ARCHITECTURAL COVER SHEET (G001) FOR SCOPE OF WORK CLARIFICATIONS. EQUIPMENT FURNISHED/INSTALLED AIR BALANCE CALCS - KITCHEN EQUIPMENT SUPPLY CFM OA CFM EXHAUST AIR CFM RTU-2 4000 800 TOTALS 7685 4485 4606 MAU-1 NEGATIVE 121 CFM AIR BALANCE CALCS - DINING EQUIPMENT SUPPLY CFM OA CFM EXHAUST AIR CFM RTU-1 3800 TOTALS 3800 550 350 EF-4 350 POSITIVE 200 CFM POSITIVE 79 CFMBUILDING TOTAL: EF-2 1356 EF-1 3250 3685 550 3685 MINIMUM EXHAUST AIR CALCS PER IMC ROOM SQ FT EXHAUST CFM / SQ FT EXHAUST / UNIT UNITS TOTAL REQUIRED EXHAUST CFM RESTROOMS 145 -50 2 100 KITCHEN 1,065 0.7 - - 746 TOTAL EXHAUST REQUIRED MINIMUM OUTSIDE AIR CALCS PER IMC ROOM SQ FT TOTAL PEOPLE OA CFM/PERSON TOTAL OA CFM FOR PEOPLE OA / SQ FT OA FOR SQ FT TOTAL RESTAURANT DINING 615 43 7.5 323 0.18 111 543 KITCHEN 1,065 12 7.5 90 0.12 128 273 TOTAL OA REQUIRED 846 816 EZ FACTOR 0.80 SUM OF PEOPLE AND SQ FT OA 434 218 O.A. PROVIDED 800 550 1350 EXHAUST PROVIDED 350 921 1,271 NEGATIVE BALANCE (EXHAUST - MAKEUP AIR) RTU-2 RTU-1 FIELD OPERATING TEMP RANGE (F) INSULATION CONDUCTIVITY INSULATION THICKNESS (INCHES) BASED ON NOMINAL PIPE SIZE CONDUCTIVITY BTU*IN/(H*T^2*F) MEAN RAITING TEMPERATURE, F LESS THAN 1" DIA.1"-1 1/2" DIA.1 1/2"-4" DIA 4"-8" DIA. 8" DIA. AND ABOVE MINIMUM PIPE INSULATION THICKNESS FOR WATER AND REFRIGERANT >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 40-60 0.27-0.30 75 0.5 0.5 1.0 1.0 1.0 <40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:55:10 AM MO B E T T A H S ( T I ) ME C H A N I C A L S C H E D U L E S ME601 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D REGISTER - GRILLE- DIFFUSER SCHEDULE LABEL TYPE BLOW PATTERN AIR FLOW (CFM) FACE SIZE NECK SIZE NC PRESSURE DROP (in-wg)THROW MANUFACTURER MODEL REMARKS R-1 RETURN GRILLE - LAY IN N/A < 2000 24'' X 24'' N/A 30 0.100 N/A PRICE 535 1,2,3,4,5 S-1 SUPPLY DIFFUSER - LAY IN 1-WAY 550 24'' X 24'' 12"Ø 30 0.100 17-21-30 PRICE SMD-1S 1,2,3,4,5 S-2 SUPPLY DIFFUSER - LAY IN STRAIGHT DOWN - NO DIRECTIONAL VANES 600 24'' X 24'' 12"Ø 30 0.100 STRAIGHT DOWN PRICE PDDR 1,2,3,4,5 S-3 SUPPLY DIFFUSER - LAY IN 4-WAY < 200 24'' X 24'' 8"Ø 30 0.100 8-12-18 PRICE SMD 1,2,3,4,5 S-4 SUPPLY DIFFUSER - LAY IN 4-WAY 490-675 24'' X 24'' 12"Ø 30 0.100 13-18-24 PRICE SMD 1,2,3,4,5 1. PROVIDE TRANSITION AS NECESSARY 2. PROVIDE LAY-IN MODULE AS NECESSARY 3. COLOR BY ARCHITECT 4. PROVIDE WITH WITH LAY-IN TO HARD LID ADAPTER AS NECESSARY. 5. ACCEPTABLE MANUFACTURERS: PRICE, KRUEGER, TITUS, METALAIRE OR PRIOR APPROVED EQUAL. NEW ROOFTOP UNIT SCHEDULE (DX COOLING, GAS HEATING) LABEL SERVES TONS TOTAL CFM EXT. S.P. (IN. WG.) OCCUPIED O.A. CFM UNOCCUPIED O.A. CFM EER NOMINAL COOLING CAPACITY (MBH) MAX HEATING CAPACITY (MBH) WEIGHT (LBS)VOLTAGE PHASE Hz SUPPLY FAN HP INDOOR MOTOR FLA COMPRESSORS CONDENSER FAN MOTOR FLA MCA MOCP MANUFACTURER MODEL REMARKSINPUT OUTPUT # RLA LRA RTU-1 DINING AREA 10 3800 0.6 800 150 11.2 120.0 225.0 182.0 1500 208 3 60 3.0 12.0 2 15.6 / 18.6 93 / 137 (2) @ 1.5A 54 70 Trane GCC120A 1-13 RTU-2 KITCHEN 10 4000 0.6 550 150 11.2 120.0 180.0 144.0 1500 208 3 60 3.0 12.0 2 15.6 / 18.6 93 / 137 (2) @ 1.5A 54 70 Trane GCC120A 1-13 1. PROVIDE ECOBEE3 THERMOSTAT WITH REMOTE TEMPERATURE SENSOR 2. ECONOMIZER WITH DRY BULB CONTROL WITH LOW LEAK DAMPERS AND FAULT DETECTION DIAGNOSTICS. 3. SINGLE POINT ELECTRICAL CONNECTION. 4. FOR ALL UNITS OVER 7.5 TONS PROVIDE MODULATING SUPPLY FAN MOTOR AND TWO STAGE HEATING AND COOLING. 5. SMOKE DETECTORS IN THE RETURN DUCT OF ALL UNITS OVER 2000 CFM. UNIT TO SHUTDOWN UPON SENSING SMOKE. 6. PROVIDE WITH SLOPED ROOF CURB. ROOF CURB TO BE 8" TALL FROM THE TOP OF ROOF INSULATION. SEE MECHANICAL ROOF PLAN. 7. PROVIDE WITH FACTORY MOUNTED CIRCUIT BREAKER SIZED IN ACCORDANCE WITH CURRENT NEC. 8. CONTRACTOR TO PROVIDE CONDENSATE DRAIN TRAP PER MANUFACTURER'S RECOMMENDATIONS. 9. PROVIDE CONDENSER COIL HAIL GUARD GRILLE. 10. ACCEPTABLE MANUFACTURERS: TRANE, CARRIER, DAIKIN OR PRIOR APPROVED EQUAL. 11. PROVIDE WITH MERV 8 FILTERS. 12. PROVIDE FACTORY AUTHORIZED STARTUP OF EQUIPMENT INCLUDING STARTUP OF ANY FACTORY CONTROLS TO ENSURE PROPER SEQUENCING. 13. PROVIDE CO2 SENSOR TO ALLOW OUTSIDE AIR DAMPER ADJUST TO UNOCCUPIED OUTSIDE AIRFLOW WHEN READINGS INDICATE ROOM IS UNOCCUPPIED. num. description date *FOR TYPE I HOOD (H-1 & H-2) SCHEDULES, OPTIONS AND ACCESSORIES, SEE CAPTIVEAIRE PLANS ON SHEETS ME503, ME504, AND ME505. *FOR GREASE EXHAUST FAN (EF-1 & EF-2) SCHEDULES, OPTIONS AND ACCESSORIES, SEE CAPTIVEAIRE PLANS ON SHEETS ME506 AND ME507. *FOR MAKEUP AIR UNIT (MAU-1) SCHEDULE, OPTIONS AND ACCESSORIES, SEE CAPTIVEAIRE PLANS ON SHEETS ME506 AND ME508. NEW AIR CURTAIN SCHEDULE LABEL NOZZLE WIDTH (IN.) MAX VEL. AT NOZZLE (FPM) AIR VOLUME (CFM) POWER RATING (W)MOTOR HP WEIGHT (LBS) ELECTRIC HEATER CAPACITY (kW) HEATER OUTPUT (MBH) AIR TEMP RISE (°F)AMPS BREAKER RATING VOLTAGE PHASE DISCONNECT MANUFACTURER MODEL REMARKS FURN BY ELEC FURN BY MECH AC-1 24.5 2800 200 100 1 @ 1/12, 1 @ 1/20 16 1.7 5,800 27 16.4 20 A 120 1 YES NO BERNER DTU03-2026E 1. PROVIDE WITH RELAY TO SYNC OPERATION OF AIR CURTAIN WITH WINDOW OPENING AND CLOSING. 2. PROVIDE WITH ON/OFF OVERRIDE SWITCH. 3. PROVIDE WITH COMBINATION ROLLER/PLUNGER DOOR SWITCH FOR OPERATION IN CONJUNCTION WITH DOOR OPENING/CLOSING. 4. POWER CORD REQUIRES 20A RECEPTACLE -PROVIDED ON ELECTRICAL PLANS. SEE KITCHEN DRAWINGS FOR ICE MAKER SPECIFIACTIONS. REMOTE CONDENSERS FOR ICE MAKERS TO BE LOCATED ON ROOF AND INSTALLED BY MECHANICAL CONTRACTOR. 11-16-23 A 1 2 B 1 2 2 3 4 4 4 4 4 4 4 4 44 4 4 4 4 44 4 5 5 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:07 AM MO B E T T A H S ( T I ) ME C H A N I C A L D E M O P L A N MD101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date SHEET KEYNOTES 1 DEMOLISH EXISTING MAKEUP AIR UNIT AND ASSOCIATED DUCTING. PATCH & REPAIR ROOF. 2 DEMOLISH MAIN DUCT DROPS FROM RTU AS SHOWN. EXISTING DUCTING THROUGHOUT CEILING SPACE TO REMAIN. 3 DEMOLISH THIS DUCT BRANCH AND CAP AT MAIN. 4 DEMOLISH DIFFUSER/GRILLE. TO BE REPLACED WITH NEW AS SCHEDULED (AS PART OF NEW CONSTRUCTION). 5 DEMOLISH EXISTING HOOD, EXHAUST DUCTING AND RATED SHAFT. PATCH AND REPAIR ROOF TO MATCH EXISTING. 6 EXISTING AIR CURTAIN TO REMAIN. 7 EXISTING THERMOSTATS TO BE REMOVED AND REPLACED AS PART OF NEW CONSTRUCTION. CONNECT WIRING TO NEW RTU. 8 EXISTING RTU REMOTE TEMPERATURE SENSOR TO REMAIN. RECONNECT WIRING TO NEW RTU. GENERAL SHEET NOTES 1. PROVIDE BALANCING DAMPERS WITH LOCKING QUADRANT IN EACH BRANCH DUCT FOR BALANCING. INCLUDING SUPPLY AND EXHAUST. BALANCING DAMPERS NOT REQUIRED IN RETURN DUCTING. 2. COORDINATE ALL AIR DEVICE LOCATIONS WITH REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS. 3. CONTRACTOR SHALL USE SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL DUCTS. ALL DUCTWORK (UNLESS OTHERWISE NOTED ON FLOOR PLANS) SHALL BE CONSTRUCTED OF 1.5" W.C. SEAL CLASS "A". 4. 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. 5. 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. 6. ALL THERMOSTAT LOCATIONS ON THE PLANS SHALL BE COORDINATED WITH FURNITURE PLANS AND VERIFIED WITH OWNER PRIOR TO ROUGH IN. IF THERMOSTAT NEEDS TO BE INSTALLED IN A LOCATION OTHER THAN SHOWN ON THE PLANS, THIS CONTRACTOR SHALL MAKE ADJUSTMENTS AT NO ADDITIONAL COST. 7. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 8. 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. 9. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 10. FLEXIBLE DUCT MAY BE USED AT FINAL TERMINATION OF DUCT TO DIFFUSER OR GRILLE WHERE CONCEALED ABOVE DROPPED CEILING. MAXIMUM FLEXIBLE DUCT LENGTH IS 5'-0". PROVIDE DUCT SUPPORTS EVERY 3 FEET. 1/4" = 1'-0"1 MECHANICAL DEMOLITION PLAN 11-16-23 A 1 2 B (E)EF-3 1 1 2 3 3 4 5 6 6 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:17 AM MO B E T T A H S ( T I ) RO O F M E C H A N I C A L D E M O P L A N MD102 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date SHEET KEYNOTES 1 DEMOLISH EXISTING RTU. TO BE REPLACED IN SAME LOCATION BY NEW RTU. REUSE EXISTING CURB AND PROVIDE CURB ADAPTER FOR NEW RTU. 2 DEMOLISH EXISTING MAKEUP AIR UNIT. TO BE REPLACED IN SAME LOCATION BY NEW MAKEUP AIR UNIT. PATCH AND REPAIR ROOF PENETRATION - NEW MAKEUP AIR UNIT DUCT WILL NEED TO PENETRATE ROOF IN A NEW LOCATION. 3 DEMOLISH EXISTING GREASE EXHAUST FAN. PATCH & REPAIR ROOF TO MATCH EXISTING. 4 DEMOLISH EXISTING ICE MACHINE CONDENSING UNITS. TO BE REPLACED BY NEW IN SAME LOCATION AS PART OF NEW CONSTRUCTION. 5 EXISTING RESTROOM EXHAUST FAN TO REMAIN. 6 EXISTING WALK-IN COOLER CONDENSING UNITS TO REMAIN. VERIFY THEY ARE IN GOOD WORKING ORDER. COORDINATE WITH KITCHEN CONSULTANT. GENERAL SHEET NOTES 1. ALL RTU'S, MAU'S, HOODS, EF'S AND DIFFUSERS MUST BE BALANCED TO THE VALUES INDICATED ON THE FLOOR PLANS. PROVIDE BALANCE REPORT TO ENGINEER PRIOR TO PROJECT CLOSEOUT. 2. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT LIST TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION. 3. 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. 4. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 1/4" = 1'-0"1 ROOF MECHANICAL DEMOLITION PLAN NORTH 11-16-23 LINED OR WRAPPED R-VALUE CONCEALED ROUND DUCTWORK:WRAPPED R-6 LOW PRESSURE RECTANGULAR DUCTWORK:LINED or WRAP R-6 ROUND FLEXIBLE DUCT (MAX 6' LONG)N/A R-6 DUCTWORK INSTALLED OUTSIDE THE BUILDING DOUBLE WALL R-12 *ALL INSULATION TO MEET NFPA 90 PER UL 181-CLASS 1. NO DUCTBOARD ALLOWED. 1 2 3 (E)EG 175 T-STATS R-1 2000 4 3"ø3"ø 5 WH-1 WH-2 (E)EG 175 A 1 2 B 1 2 "ø AC-1 6 6 (E)SD 100 S-2 550 S-4 200 R-1 2000 (E)SD 150 (E)SD 150 S-1 450 S-4 200 S-2 600 S-4 600 S-4 600 S-2 550 S-3 150 S-4 600 S-4 600 S-4 600 S-4 600 S-4 500 S-4 600 32"x16" R-1 2400 R-1 1400 (E)12"ø (E ) 1 2 " ø (E ) 1 2 " ø (E)12"ø 20 " ø 16"ø (E)12"ø (E)12"ø (E)8"ø (E)8"ø (E)8"ø (E)8"ø (E)12"x12" (E)8"ø H-2 (E ) 2 0 " x 1 6 " (E)12"x14" (E)12"ø (E)12"ø (E)12"ø (E)12"ø (E)12"ø (E)8"ø ø8" (E)6"ø (E)8"x4" (E ) 2 0 " x 2 4 " 20 " ø 20"ø 22"x24" 28"x20" (E ) 1 6 " x 1 6 " ø12" S-1 543 1 8 "ø H-1 S-1 543 12"ø 12"ø S-2 650 S-2 650 20"x20"S-2 650 S-2 650 12 " ø 12 " ø 2 7 8 8 8 8 8 8 9 9 BELOW ABOVE 10 11 11 12 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:47 AM MO B E T T A H S ( T I ) ME C H A N I C A L P L A N MH101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET KEYNOTES 1 INSTALL THERMOSTATS FOR RTUS. LABEL EACH THERMOSTAT WITH AREA SERVED AND RTU NUMBER. 2 GREASE EXHAUST DUCT UP THROUGH ROOF TO EXHAUST FAN. COORDINATE DUCT ROUTING WITH TRUSSES. WRAP PER DETAILS ON SHEET ME511 FOR ZERO INCH CLEARANCE TO COMBUSTIBLES. DUCT AND WRAP INSPECTIONS ARE TO BE CONDUCTED BY THE BUILDING INSPECTOR. 3 3" WATER HEATER EXHAUST VENT THROUGH ROOF. TERMINATE AT LEAST 18" ABOVE ROOF PER MANUFACTURER REQUIREMENTS. MUST BE A MINIMUM OF 10' AWAY FROM ALL FRESH AIR INTAKES. 4 3" WATER HEATER COMBUSTION AIR VENT THROUGH ROOF. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS. 5 (2) STACKED WATER HEATERS. INSTALL VENTS PER MANUFACTURER VENTING REQUIREMENTS. 6 ICE MAKER ON TOP OF BEVERAGE DISPENSER. MECHANICAL CONTRACTOR TO INSTALL IN ASSOCIATION WITH REMOTE CONDENSER LOCATED ON ROOF. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS AND CLEARANCES. WEATHERPROOF BOOT REQUIRED AT REFRIGERANT LINE-SET PENETRATION THROUGH ROOF. 7 EXISTING AIR CURTAIN TO REMAIN. 8 CONNECT NEW DUCTING TO EXISTING. 9 NEW DUCT DROPS FROM NEW RTU. 10 ORIENT 1-WAY DIFFUSERS PER AIRFLOW ARROWS. 11 DUCT ROUTED UP HIGH IN BETWEEN TRUSSES. 12 MAKEUP AIR DROP MUST BE BETWEEN TRUSSES. COORDINATE ROOF PENETRATION LOCATION AND MAU LOCATION WITH TRUSSES, ROOFTOP EQUIPMENT AND INTERIOR DUCTING. 17. M.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 18. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 19. FLEXIBLE DUCT MAY BE USED AT FINAL TERMINATION OF DUCT TO DIFFUSER OR GRILLE WHERE CONCEALED ABOVE DROPPED CEILING. MAXIMUM FLEXIBLE DUCT LENGTH IS 5'-0". PROVIDE DUCT SUPPORTS EVERY 3 FEET. 20. GRILLES AND DUCTWORK ARE SIZED INDEPENDENTLY. THE NECK SIZE OF GRILLES MAY NOT MATCH THE ASSOCIATED DUCT SIZE. PROVIDE TRANSITION TO GRILLES AS NECESSARY. 21. PROVIDE REMOTE CABLE OPERATED DAMPERS FOR ALL DUCTW ORK ABOVE HARD LID CEILINGS OR WHERE DAMPER IS INACCESSIBLE OR PROVIDE OPPOSED BLADE DAMPER WITH NYLON BUSHINGS AT GRILLE. 22. DUCTWORK SHALL BE INSULATED AS FOLLOWS: GENERAL SHEET NOTES 1. ALL RETURN DUCTWORK TO BE ACCOUSTICALLY LINED. 2. LOUVERED FACE RETURNS ONLY. 3. PROVIDE BALANCING DAMPERS WITH LOCKING QUADRANT IN EACH BRANCH DUCT (SUPPLY & EXHAUST) FOR BALANCING. 4. GC TO HIRE NEBB CERTIFIED THIRD PARTY TEST AND BALANCE (TAB) CONTRACTOR. TAB CONTRACTOR SHALL ADJUST SHEAVES, BELTS, DAMPERS, ETC AS NECESSARY TO BALANCE SYSTEM TO AIRFLOWS REQUIRED AT LOWEST POSSIBLE SPEEDS. TAB CONTRACTOR SHALL VERIFY THE OUTSIDE AIR AT EACH RTU IS AS SCHEDULED. FOLLOW PROCEDURES AS LAID FORTH IN THE CURRENT VERSION OF "PROCEDURAL STANDARDS FOR TESTING ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" BY NEBB. PROVIDE REPORT ON NEBB FORMS. 5. PRIOR TO CONCEALMENT OF ANY PORTION OF THE GREASE DUCT PERFORM A LEAKAGE TEST AND A LIGHT TEST PER 2015 IMC 506.3.2.5. PRIOR TO CONCEALMENT AN INSPECTION OF THE GREASE DUCT WRAP IS REQUIRED WITH A BUILDING DEPARTMENT WITNESS PRESENT. PROVIDE GREASE DUCTS WITH CLEANOUTS NO MORE THAN 20 FT. APART AND NO MORE THAN 10 FT. FROM A CHANGE IN DIRECTION GREATER THAN 45° 6. COORDINATE ALL AIR DEVICE LOCATIONS WITH REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS. 7. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 8. ALL RTU'S, MAU'S, HOODS, EF'S AND DIFFUSERS MUST BE BALANCED TO THE VALUES INDICATED ON THE FLOOR PLANS. PROVIDE BALANCE REPORT TO ENGINEER PRIOR TO PROJECT CLOSEOUT. 9. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT LIST TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION. 10. CONTRACTOR SHALL USE SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL DUCTS. ALL DUCTWORK (UNLESS OTHERWISE NOTED ON FLOOR PLANS) SHALL BE CONSTRUCTED OF 1.5" W.C. SEAL CLASS "A". 11. 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. 12. ALL TAKE-OFF'S THROUGHOUT THE ENTIRE BUILDING SHALL BE HIGH EFFICIENCY TAKE-OFF'S (HET's). NO EXCEPTIONS TAKEN. 13. 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. 14. ALL THERMOSTAT LOCATIONS ON THE PLANS SHALL BE COORDINATED WITH FURNITURE PLANS AND VERIFIED WITH OWNER PRIOR TO ROUGH IN. IF THERMOSTAT NEEDS TO BE INSTALLED IN A LOCATION OTHER THAN SHOWN ON THE PLANS, THIS CONTRACTOR SHALL MAKE ADJUSTMENTS AT NO ADDITIONAL COST. 15. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 16. 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. num. description date 1/4" = 1'-0"1 MECHANICAL PLAN NORTH BASE BID:REPLACE ALL SUPPLY DIFFUSERS AND RETURN GRILLES AS SCHEDULED ON PLANS. REPLACE IN SAME LOCATION OR SHIFTED SLIGHTLY PER PLANS. ALTERNATE BID:CLEAN AND PAINT ALL EXISTING DIFFUSERS AND GRILLES AND REINSTALL IN CEILING IN SAME LOCATION. 11-16-23 (E)EF-3 1 1 0 F T . M I N . RTU-1 2 3 A 1 2 B RTU-2 3 MAU-1 445 EF-2 1 0 F T . M I N . 6 EF-1 7 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:49 AM MO B E T T A H S ( T I ) RO O F M E C H A N I C A L P L A N MH102 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D GENERAL SHEET NOTES SHEET KEYNOTES 1 3" WATER HEATER EXHAUST VENT THROUGH ROOF. TERMINATE AT LEAST 18" ABOVE ROOF PER MANUFACTURER REQUIREMENTS. MUST BE A MINIMUM OF 10' AWAY FROM ALL FRESH AIR INTAKES. 2 3" WATER HEATER COMBUSTION AIR VENT THROUGH ROOF. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS. 3 NEW RTU TO REPLACE EXISTING IN SAME PLACE. PROVIDE/INSTALL CURB ADAPTER. TRANSITION DUCT DROPS WITHIN CURB SPACE TO DUCT SIZES SHOWN ON SHEET MH101. COORDINATE EXACT UNIT PLACEMENT WITH TRUSSES (DUCT DROPS CANNOT CONFLICT WITH TRUSS LOCATIONS). 4 MECHANICAL CONTRACTOR TO INSTALL ICE MACHINE CONDENSING UNIT. SEE KITCHEN PLANS FOR SPECIFICATIONS. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS AND MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES FOR SERVICING AND PROPER AIRFLOW. 5 INSTALL ICE MACHINE CONDENSERS IN PLACE OF DEMOLISHED CONDENSERS IN THIS LOCATION. INSTALL ON BUILT UP CURBS OR MIRO INDUSTRIES CONDENSER RAIL SUPPORTS. 6 EXISTING RESTROOM EXHAUST FAN TO REMAIN. TAB CONTRACTOR TO BALANCE AND ADJUST AIRFLOW TO 350 CFM. 7 FRESH AIR INTAKE TO BE AT LEAST 10 FT. CLEAR OF ALL EXHAUST OUTLETS. 8 INSTALL 2 FT. EXTENDER ON TOP OF GREASE EXHAUST FAN. EXTENDER TO BE PROVIDED BY CAPTIVEAIRE. 1. MAINTAIN ALL EXHAUSTS AND VENTS A MINIMUM OF 10' FROM ANY FRESH AIR INTAKE. 2. ROOF TOP EQUIPMENT CONDENSATE PIPING SHALL BE ROUTED TO ROOF DRAINS AND TERMINATED WITH AN AIR GAP. SUPPORT PIPING PER SPECS. 3. MECHANICAL CONTRACTOR TO COORDINATE ALL CURBING AND ROOF PENETRATIONS WITH GENERAL CONTRACTOR. num. description date 1/4" = 1'-0"1 ROOF MECHANICAL PLAN NORTH 11-16-23 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:55 AM MO B E T T A H S ( T I ) PL U M B I N G C O V E R S H E E T PE001 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D PLUMBING SHEET INDEX PE001 PLUMBING COVER SHEET PE501 PLUMBING DETAILS PE502 PLUMBING DETAILS PE601 PLUMBING SCHEDULES PD101 PLUMBING DEMO PLAN - WATER & GAS PD102 PLUMBING DEMO PLAN - WASTE PL101 PLUMBING PLAN - WATER PL102 PLUMBING PLAN - GAS PL103 PLUMBING PLAN - DWV PL104 ROOF PLUMBING PLAN ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB- SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. (E) EXISTING (F) FUTURE AD ACCESS DOOR AIR COND AIR CONDITION(-ING,-ED) APD AIR PRESSURE DROP BD BALANCING DAMPER BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BTU/HOUR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG COOLING COMP COMPONENT COND CONDENS(-ER, -ING, -ATION) CV CONTROL VALVE DB DRY BULB TEMPERATURE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DIA DIAMETER EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEC ELECTRIC ELEV ELEVATION ENT ENTERING EVAP EVAPORAT(-E, -ING, -ED, -OR) EWT ENTERING WATER TEMPERATURE EXT EXTERNAL FC FLEXIBLE CONNECT(-OR, -ION) FD FIRE DAMPER FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER GAL GALLON(S) GE GREASE EXHAUST GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HG MERCURY HP HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HZ HERTZ (FREQUENCY) ID INSIDE DIAMETER IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LG LENGTH LH LATENT HEAT LRA LOCKED ROTOR AMPS LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MFR MANUFACTUR(-ER, -ED) NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OD OUTSIDE DIAMETER OZ OUNCE PD PRESSURE DROP OR DIFFERENCE PG PROPOLENE GLYCOL PH PHASE PPM PARTS PER MILLION PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R THERMAL RESISTANCE RA RETURN AIR RECIRC RECIRCULATE REFR REFRIGERATION REQD REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SC SHADING COEFFICIENT SCFM STANDARD CUBIC FEET PER MINUTE SCW SOFT COLD WATER SF SAFETY FACTOR SH SENSIBLE HEAT SL SEA LEVEL SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ SQUARE STD STANDARD SW SOIL, WASTE TA(R) TRANSFER AIR (RETURN) TA(S) TRANSFER AIR (SUPPLY) TD TEMP. DROP OR DIFF. TEMP TEMPERATURE THERM THERMAL TOT TOTAL TSTAT THERMOSTAT V VOLT V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY VENT VENT, VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME WB WET BULB TEMP WC WATER COLUMN WG WATER GAUGE WPD WATER PRESSURE DROP WT WEIGHT WTR WATER PIPING LEGEND DESCRIPTIONABBREVIATION NOTE: ALL ABBREVIATIONS MAY NOT BE USED. FIRE PROTECTION 160°F HOT WATER CONDENSATE DRAIN LIQUID PROPANE GAS NATURAL GAS VENT 160 160R CD FP LPG NG V 160°F HOT WATER RETURN / CIRCULATION CWV COMBINATION WASTE AND VENT DCW DOMESTIC COLD WATER SHW DOMESTIC SOFT HOT WATER DHWR DOMESTIC HOT WATER RECIRCULATION DI DEIONIZED WATER DSW DOMESTIC SOFT WATER GREASE WASTEGW RAINWATER / STORM DRAINRW SECONDARY RAINWATER / STORM DRAINSRW SANITARY SEWERSS IRRIGATION WATERIW HOSE BIBB / WALL HYDRANT SYMBOL LEGEND - PIPING DESCRIPTIONSYMBOL NOTE: ALL ABBREVIATIONS MAY NOT BE USED. CLEANOUT TO GRADE FLOOR CLEANOUT WALL CLEANOUT FLOOR DRAIN FLOOR SINK SYMBOL LEGEND - MISC DESCRIPTIONSYMBOL VIEW OR DETAIL INDICATOR: # INDICATES DETAIL NUMBER, SHEET INDICATES DRAWING SHEET WHERE VIEW OR DETAIL IS SHOWN. REFERENCE LINES AND SYMBOLS - --- ELEVATION OR SECTION INDICATOR: # INDICATES VIEW NUMBER, SHEET INDICATES DRAWING SHEET WHERE VIEW IS SHOWN. NAME ###ROOM / SPACE INDICATOR #KEYNOTE INDICATOR #REVISION INDICATOR XX-## XX-## TAG CFM PLUMBING FIXTURE INDICATOR EQUIPMENT INDICATOR REGISTER, GRILLE, OR DIFFUSER INDICATOR BREAKLINE MATCHLINE INDICATOR CONTRACT LIMIT LINE: DASHDOT, WIDE LINE NEW CONNECTION TO EXISTING POINT OF DEMOLITION OR MATCH LINE SEE XX/XXX - --- SHUT OFF VALVE SYMBOL LEGEND - PIPING DESCRIPTIONSYMBOL NOTE: ALL ABBREVIATIONS MAY NOT BE USED. GATE VALVE CHECK VALVE AUTOMATIC 2-WAY VALVE AUTOMATIC 3-WAY VALVE GLOBE VALVE BALL VALVE RELIEF VALVE PRESSURE REDUCING VALVE SOLENOID VALVES BALANCING OR PLUG COCK FLOW SETTER EXPANSION VALVE GAS COCK MAV MANUAL AIR VENT STRAINER GAUGE COCK PRESSURE GAUGE THERMOMETER PIPE REDUCER 90 DEGREE ELBOW UP 90 DEGREE ELBOW DOWN 90 DEGREE TEE UP 90 DEGREE TEE DOWN PIPE UNION PIPE CAP PIPE ANCHOR 1. THE PLUMBING DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF THE PLUMBING SYSTEM. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THESE DRAWINGS DO NOT SHOW ALL OFFSETS, BENDS OR ELBOWS NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. CONTRACTOR SHALL MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL IN ACCORDANCE WITH THE DESIGN INTENT. MAJOR DEVIATIONS SUCH AS CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES OR MATERIAL REQUIRE PRIOR APPROVAL BY THE DESIGN ENGINEER. 2. THE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE AND NOT THE OTHER BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN BOTH. 3. THE ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY ADOPTED BUILDING CODES, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, AND ALL OTHER APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS IN EFFECT. 4. THE ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO ANY CODES, RULES, REGULATIONS AND REQUIREMENTS OF THE BUILDING OWNER. 5. PRIOR TO FABRICATION AND INSTALLATION OF ANY PLUMBING COMPONENT THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL PLUMBING WORK WITH ALL OTHER BUILDING TRADES, INCLUDING BUILDING TRADES HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 6. ALL PLUMBING INFORMATION IS NOT SHOWN ON THE PLUMBING DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND USE, WHERE APPROPRIATE, ALL THE PLUMBING DETAILS SHOWN ON THE DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM FAILURE TO INSTALL THE PLUMBING SYSTEM WITHOUT USING THE INCLUDED DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. ANY PART OF THE PLUMBING INSTALLATION THAT FAILS, IS UNFIT, OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. PROVIDE PROPER PROVISIONS FOR EXPANSION, CONTRACTION, OR MOVEMENT OF ALL PIPING. 10. PROVIDE LARGE ENOUGH PIPE SLEEVES THROUGH WALL OR FLOOR TO ALLOW FOR ANTICIPATED DIFFERENTIAL MOVEMENT. 11. ALL PIPING SHALL BE SUPPORT WITH CLEVIS HANGERS (MSS TYPE 1). PERFORATED METAL STRAPS OR PLASTIC STRAPPING (PLUMBER TAPE) SHALL NOT BE USED TO SUPPORT OR BRACE ANY PIPE. 12. PROVIDE PIPE HANGERS WITHIN 18-INCHES OF ALL CHANGES OF DIRECTION. 13. PROVIDE SWAY BRACING FOR ALL PIPING 4” AND LARGER AT ALL CHANGES IN DIRECTION GREATER THAN 45-DEGREES. 14. ALL STEEL CLEVIS HANGERS USED TO SUPPORT COPPER PIPING SHALL BE COPPER OR PLASTIC COATED. 15. COPPER PIPING SHALL NOT COME IN CONTACT WITH FIRE TREATED LUMBER. PROVIDE ½” THICK SLIP-ON CLOSED CELL INSULATION WHERE COPPER PIPING IS ADJACENT TO FIRE TREATED LUMBER. CLOSED CELL INSULATION SHALL EXTEND A MINIMUM OF 1-1/2” PAST LUMBER. 16. ALL EXPOSED PIPING SHALL BE INSTALLED IN A NEATLY ARRANGED MANNER PARALLEL TO THE BUILDING STRUCTURE. 17. ALL EXPOSED DOMESTIC WATER PIPE IN OCCUPIED SPACES SHALL BE POLISHED CHROME PLATED OR COPPER. 18. ALL EXPOSED DRAINAGE PIPING IN OCCUPIED SPACES INCLUDING TRAPS UNDER SINKS SHALL BE POLISHED CHROME PLATED. 19. DRAWINGS SHOW GENERAL ARRANGEMENT OF THE DRAIN WASTE AND VENT SYSTEM WITH THE REQUIRED CLEANOUTS. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL CLEANOUTS AS REQUIRED BY THE PLUMBING CODE. 20. ALL SANITARY DRAINAGE SYSTEM PIPING 3” AND LARGER SHALL BE SLOPED IN DIRECTION OF FLOW AT A MINIMUM OF 1/8” PER FOOT. 21. ALL SANITARY DRAINAGE SYSTEM PIPING SMALLER THAN 3” SHALL BE SLOPED IN DIRECTION OF FLOW AT A MINIMUM OF 1/4” PER FOOT. 22. SLOPE VENT SYSTEM TOWARDS DRAINAGE SYSTEM. 23. SIMILAR EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. 24. ALL EQUIPMENT SHALL PROVIDE THE SCHEDULED PERFORMANCE AT THE JOB SITE ELEVATION. 25. FIXTURE AND EQUIPMENT MODEL NUMBERS SHOWN IN PLUMBING FIXTURE SCHEDULE AND PLUMBING EQUIPMENT SCHEDULE ARE SHOWN TO ESTABLISH THE TYPE OF PRODUCT THAT SHALL BE USED. THE SELECTED PRODUCT SHALL MEET THE SCHEDULED PERFORMANCE DATA SHOWN ON THE SCHEDULE EVEN IF A DIFFERENT MODEL IS SUPPLIED THAT IS DIFFERENT THAN THAT SCHEDULED. 26. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER’S INSTALLATION INSTRUCTIONS. PROVIDE ALL NECESSARY FITTINGS, TRANSITIONS, VALVES AND OTHER DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 27. SEE “PLUMBING FIXTURE SCHEDULE” FOR INDIVIDUAL TRAPS, WASTE, VENT, AND DOMESTIC WATER PIPING FOR INDIVIDUAL FIXTURES. 28. ALL PLUMBING EQUIPMENT SHALL BE LISTED AND LABELED BY AN APPROVED TESTING AGENCY. 29. FIXTURES, EQUIPMENT AND PIPING INSTALLATION SHALL MEET NSF STANDARDS. PLUMBING GENERAL NOTES num. description dateIF INHIBITOR FILTERED WATER FW FILTERED WATER SCW DOMESTIC SOFT COLD WATER 11-16-23 WALL CHROME WALL COVER AND SCREW PLUGGED TEE WITH CLEANOUT 1/8" BEND (TYPICAL) 45 DEG. WYE (TYPICAL) WASTE PIPING FINISHED FLOOR MAY EXTEND AS A WASTE OR VENT LINE 18" MIN **NOTE: LOCATE WALL CLEANOUT AT 10" AFF. CLEVIS HANGER INSULATION PROTECTION SHIELD MSS SP-69 TYPE 1 PIPE TEMPERATURE BELOW AMBIENT INSULATED MSS SP-69 TYPE 1 PIPE TEMPERATURE ABOVE AMBIENT INSULATED OR UNINSULATED SWIVEL MSS SP-69 TYPE 7 NON-INSULATED PIPE MSS SP-69 TYPE 10 NON-INSULATED PIPE INSULATION DWV, DHW, ROOF DRAINSDCW CONDENSATE FUEL GAS STEEL BAND HANGER CLEVIS HANGER STEEL BAND HANGER PIPE SIZE ROOF3" M I N PIPE MAXIMUM ROOF PIPE DO NOT ATTACH PIPESTANDS MIRO INDUSTRIES, INC. 170 WEST COTTAGE AVE SANDY, UTAH 84070 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 6'-0" 6'-0" 6'-0" 6'-0" 8'-0" 8'-0" 4" 8'-0" PIPE SUPPORT BLOCK SHALL BE (801) 566-3680 NOTES: AND AT SPACING SPECIFIED. PIPE SUPPORT BLOCK TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PIPE STANDS MAY BE STACKED TO EXTRA LAYER OF MEMBRANE OR SPACING SUPPORT SCHEDULE SIZE SUPPORTED PIPE AT ALL ELBOWS1. 2. 3. A MINIMUM OF ONE PIPE SIZE LARGER TAHN PIPE TO ROOF RECOMMENDATIONS OBTAIN REQUIRED HEIGHT ROOFING SPECIFICATIONS WALKING PAD, SEE ARCHITECHURAL PIPE STRAP NO. 10 STAINLESS PIPE STRAP SEE PLANS STEEL SCREW FINISHED FLOOR PVC CLEANOUT PLUG AND FERRULE WASTE PIPING WYE 1/8" BEND HEAVY DUTY ACCESS FRAME AND COVER TOP OF COVER SHALL BE FLUSH W/TOP OF FLOOR. TRAP GUARD BY PROSET OR EQUAL FS-1 2"2"2" AIR GAP 2"2" COPPER DRAIN PIPE (HOLD HIGH FOR MAX CLEARANCE AT SHELF) STRAIGHT RUN TO FLOOR SINK (NO ELBOWS) CUT HOLE IN EQUIPMENT SHELF 2" COPPER BALL VALVE. TYP. TEST PORT DCW IN FROM CITY DRAINDRAIN SOFTENER NO. 1 BRINE TANK ECOLAB WATER FILTER (V1) (G1)(G1) MAKE SURE TO TIGHTEN THE DRAIN LINES ON THE MIXING HEADS DCW IN TO WATER HEATER (V1) - BALL VALVE (NOT PROVIDED) (G1) - 0-100psi GAUGE (NOT PROVIDED) TO ICE MACHINE, BREWERS, ETC. TO MOST COLD WATER - SINKS, RESTROOMS, ETC. (V1) (G1) (V1)TO COCA COLA KEYED NOTES: FS-1 2"2" 2" PROVIDE AIR GAP AS REQUIRED BY CODE TO FLOOR SINK. 1 1 SECURE FULL LENGTH OF PIPES TO WALL WITH UNISTRUT2 MATERIAL: COPPER (TYPICAL)3 3 2 2" COPPER BALL VALVES 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:57 AM MO B E T T A H S ( T I ) PL U M B I N G D E T A I L S PE501 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SCALE: NTS 8 WALL CLEANOUT SCALE: NTS 4 PIPE HANGERS SCALE: NTS 5 ROOF PIPING SUPPORT SCALE: NTS 6 FLOOR CLEANOUT SCALE: NTS 7 FLOOR DRAIN SCALE: NTS 3 HOT FOOD WELL WASTE PIPING DETAIL SCALE: NTS 2 WATER SOFTENER PIPING DETAIL SCALE: NTS 1 THREE COMPARTMENT SINK WASTE PIPING DETAIL num. description date 11-16-23 EQUIPMENT 10X PIPE DIA. (MIN.) FULL SIZE CAPPED INSPECTION TEE VENT TUBE CONNECTOR WITH 1/4" TUBING GAS COCK (VALVE) DIRT LEG FULL SIZE CAPPED TEE RUBBER GROMMET RUN GAS LINE FULL SIZE GAS PRESSURE REGULATOR FLEXIBLE PIPING VENT LINE SIZING FUEL LINE SIZE VENT LINE SIZE (NOMINAL INCHES) (NOMINAL INCHES) UP TO 1 1/2" 3/4" 2" 1" 2 1/2" 1 1/4" 3" 1 1/4" DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PANPITCH DOWN TOWARD DRAIN CLEAN OUT OPEN DRAIN DRAIN PAN B A 1" (25mm) WHERE X = STATIC PRESSURE IN PAN BLOW THRU DRAW THRU 1" (25 MM) 2" (50 MM) UNIT TYPE A 2X X B PLUS X MINIMUM MEMBRANE ROOFING MATERIAL PVC OR SHEET METAL GOOSENECK SLEEVE AS REQUIRED SLEEVE ROOF CONSTRUCTION REFRIGERANT LINE SET FILTERED WATER SUPPLY ABOVE CEILING WHERE SHOWN ON PLAN. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS PROVIDE CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. TOP- MOUNTED ICE MAKER RPZ BACKFLOW PREVENTER WATER HAMMER ARRESTER. SHUTOFF VALVE (TYPICAL) PROVIDE ADAPTER AND SIX FOOT LONG TYPE "K" SOFT COPPER TUBING AND CONNECT TO ICE MAKER WATER INLET. CONNECT TO SODA DISPENSOR DRAIN OUTLET AS REQ'D. 1" ID SODA DISPENSOR LOCATE ABOVE CEILING HIDE PIPING IN WALL FAUCET 3/8" COLD WATER SUPPLY LAVATORY/HAND SINK CHROME PLATED BRASS TAILPIECE & P-TRAP 1/4 TURN CHROME PLATED BRASS STOP 3/8" HOT WATER SUPPLY 1/4 TURN CHROME PLATED BRASS STOP THERMOSTATIC MIXING VALVE LAV SHIELD (TMV) (TYPICAL) IAPMO APPROVED SEISMIC SHUT-OFF VALVE BY PLUMBING CONTRACTOR INSULATING UNION INSTALLED BY GAS COMPANY METER PROVIDED AND METER AND ALL PIPING TO CONTRACTOR IS TO COORDINATE WITH OWNER AND OWNER'S INSURANCE COMPANY AND LOCAL GAS COMPANY ON INSTALLATION OF IAPMO APPROVED SEISMIC SHUT-OFF VALVE IF REQUIRED. NOTE: VALVE MAY NOT BE REQUIRED BY LOCAL GAS COMPANY. PLUMBING CONTRACTOR TO INSTALL 8" W.C. NATURAL GAS PRESSURE TO TENANT SPACE GAS COCK (TYP) GAS SERVICE TO MANIFOLD TO BE COORDINATED WITH GAS UTILITY COMPANY AND LANDLORD. PROVIDE 8" W.C. PRESSURE TO GAS MANIFOLD PER PLANS. CONTINUOUS SEALANT METAL DECK RIGID INSULATION ROOFING MEMBRANE HORIZONTAL FLASHING MEMBRANE METAL COLLAR VERTICAL FLASHING MEMBRANE DRAW BAND CONTINUOUS SEALANT VENT MI N I M U N 1 2 " T O T O P O F R O O F BALL VALVE (TYP) RECIRCULATION PUMP CHG CHGAGA P&T RELIEF VALVE RUN DRAIN LINE FULL SIZE TO MOP SINK DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. NOTE: PROVIDE MIXING VALVES AT PLUMBING FIXTURES AS REQUIRED. EXPANSION TANK SPRING LOADED CHECK VALVE (TYP) GAS SHUT-OFF VALVE (TYP) - ALSO PROVIDE DIRT LEG ON GAS LINE GAS DOMESTIC COLD WATER CONDENSATE COMM. CABLE 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:55:13 AM MO B E T T A H S ( T I ) PL U M B I N G D E T A I L S PE502 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SCALE:NTS3EQUIPMENT GAS PIPING WITH REGULATOR SCALE: NTS 4 RTU CONDENSATE TRAP DETAIL SCALE: NTS 7 LINE-SET PENETRATION DETAIL SCALE: NTS 6 SODA DISPENSER/ICE MACHINE DETAIL SCALE: NTS 8 HAND SINK W/MIXING VALVE SCALE: NTS 1 GAS METER SERVICE CONNECTION DETAIL SCALE: NTS 9 BACKING DETAIL FOR POT FILLER SCALE: NTS 5 VENT THRU ROOF DETAIL num. description date SCALE: NTS 2 DUAL TANKLESS WATER HEATER DETAIL 11-16-23 NATURAL GAS REQUIREMENTS EQUIPMENT QUANTITY SEA LEVEL FUEL GAS INPUT CAPACITY (BTUH) JOB SITE FUEL GAS REQUIREMENTS (CFH) TOTAL FUEL GAS CAPACITY (CFH) BRANCH PIPE SIZES - EACH PIECE OF EQUIP. (INCHES) 8" WC @ 125 FT. WATER HEATER (WH-1)2 199,000 199 398 MAKEUP AIR UNIT (MAU-1) 1 288,000 288 288 RICE COOKER 2 35,000 35 70 RADIANT CHARBROILER* 1 195,000 195 195 GAS RANGE 1 180,000 180 180 FRYER 2 105,000 105 210 TOTAL 1,746,000 ----1,746 BASIS OF DESIGN NOTES: (1) THIS SYSTEM HAS BEEN SIZED WITH A DELIVERY PRESSURE OF 8" W.C., A LONGEST LENGTH OF 125 FT, AND A 1" W.C. PRESSURE DROP. (2) PROVIDE GAS SHUT-OFF VALVE AT EACH PIECE OF EQUIPMENT. INSTALL GAS PRESSURE REGULATOR (ROUGHLY 10 FT FROM EQUIPMENT) FOR COOKING EQUIPMENT PRIOR TO FINAL CONNECTIONS. ADJUST FINAL PRESSURE TO EQUIPMENT PER MANUFACTURER SPECIFICATIONS. HEAT CONTENT OF GAS (BTUH/CU. FT): 1,000.0 GAS PRESSSURE AT METER: 8" W.C. DISTANCE FROM GAS METER TO MOST REMOTE GAS REG .(FEET):200.0 DISTANCE FROM G AS PRES. REG.TO APPLIANCE (FEET):10.0 21/2" RTU-1 1 225,000 225 225 2018 INTERNATIONAL FUEL GAS CODE RTU-2 1 180,000 180 180 1" (each) 1" 1" 1" (each) 3/4" 1" 11/4" 11/4" (each) PIPE SIZE MAX CFH AT 125 FT, @ 8" W.C. DELIVERY PRESSURE, WITH 1" W.C. PRESSURE DROP 47 102 700 2"1475 2300 1 215 425 1/2" 3/4" 11/4" 11/2" 21/2" THIS PIPE SIZE TABLE HAS BEEN CREATED USING EQUATION 4-1 FROM THE 2018 IFGC, SECTION 402.4. ALLOWABLE DELIVERY PRESSURE RANGE 3.5 - 10.5" W.C. 7 - 14" W.C. SEE MFR MANUAL 7 - 10" W.C. 5 -7" W.C. 3.5 - 11" W.C. 4.5 - 14" W.C. 4.5 - 14" W.C. *CHARBROILER BURNER PRESSURE TO BE 4" W.C. PER MANUFACTURER INSTALLATION MANUAL. NOTE: KITCHEN EQUIPMENT SHOULD COME WITH PRESSURE REGULATOR FROM MANUFACTURER. ROOFTOP MECHANICAL EQUIPMENT SHOULD NOT REQUIRE INDIVIDUAL PRESSURE REGULATORS UNLESS SPECIFICALLY REQUIRED BY MANUFACTURER. FOLLOW ALL CODE REQUIREMENTS. SANITARY SEWER DEMAND EQUIPMENT MINIMUM TRAP AND TRAP ARM QUANTITY INDIVIDUAL DRAINAGE FIXTURE UNIT TOTAL DRAINAGE FIXTURE UNITS WATER CLOSET, FLUSH VALVE (PUBLIC 1.28 GPF)4"2 4.0 8.00 LAVATORY 1-1/4" 2 1.0 2.00 FLOOR DRAIN (EMERGENCY)2"2 0.0 0.00 FLOOR SINK 2"2 1.0 2.00 HAND WASHING SINK 1-1/2" 2 2.0 4.00 TOTAL (DFU):43.00 BASIS FOR DESIGN: 2017 IDAHO STATE PLUMBING CODE CHAPTER 7, TABLE 703.2 - PIPE SIZE:4" GREASE WASTE DEMAND EQUIPMENT MINIMUM TRAP AND TRAP ARM QUANTITY INDIVIDUAL DRAINAGE FIXTURE UNIT TOTAL DRAINAGE FIXTURE UNITS FLOOR DRAIN 2"4 2.0 8.00 FLOOR SINK 2"3 2.0 6.00 SERVICE SINK 3"1 3.0 3.00 TOTAL (DFU):27.00 EXISTING 1,000 GALLON GREASE INTERCEPTOR TO REMAIN. GREASE WASTE 4"1 27.0 27.00 2-COMP SINK (FLOOR SINK)2"1 4.0 4.00 3-COMP SINK (FLOOR SINK)3"1 6.0 6.00 VALVE SCHEDULE SERVICE VALVE TYPE PIPE SIZE DESCRIPTION DOMESTIC WATER SERVICE BALL VALVE 2" & SMALLER COPPER ALLOY, 2-PIECE, STANDARD PORT, CHROME PLATED BALL, TFE SEAT, LEVER HANDLE, 400 PSIG WOG, MSS SP-110, SOLDERED OR THREADED END CHECK VALVE 2" & SMALLER BRONZE BODY, SPRING TYPE, TFE SEAT, BRONZE DISC, SOLDERED OR THREADED ENDS, MSS SP-80 UNION 2" & SMALLER ASTM B16.39, CLASS 150, MALLEABLE IRON, HEXANGONAL STOCK BODY, BRONZE-TO- BRONZE SEAT NATURAL GAS BALL VALVE 2" & SMALLER COPPER ALLOY, 2-PIECE, STANDARD PORT, CHROME PLATED BALL, TFE SEAT, LEVER HANDLE, 400 PSIG WOG, MSS SP-110, AGA APPROVED, ASME B26.33, THREADED END UNION 2" & SMALLER ASTM B16.39, CLASS 150, MALLEABLE IRON, HEXANGONAL STOCK BODY, BRONZE-TO- BRONZE SEAT WATER HAMMER ARRESTER SCHEDULE SYMBOL INLET SIZE (INCHES) PDI SYMBOL CAPACITY (DFU) BASIS OF DESIGN MANUFACTURER & MODEL WHA-A 3/4 A 1-11 J.R. SMITH 5005 WHA-B 1 B 12-32 J.R. SMITH 5010 WHA-C 1 C 33-60 J.R. SMITH 5020 WHA-D 1 D 61-113 J.R. SMITH 5030 WHA-E 1 E 114-154 J.R. SMITH 5040 WHA-F 1 F 155-330 J.R. SMITH 5050 ACCEPTABLE MANUFACTURERS NOTES / REMARKS SIOUX CHIEF "HYDRA-ARRESTER" MIFAB "MWH" J.R. SMITH "50XX" WATTS LF02 (1) ANSI / ASSE 1010 LISTED (2) LEAD FREE CONSTRUCTION (3) COPPER TUBE BODY; POLY PISTON, EPDM O-RING (4) MIP THREADED INLET NOTES: 1. WATER HAMMER ARRESTOR SHALL BE SIZED AND INSTALLED PER PLUMBING AND DRAINAGE INSTITUTE (STANDARD PDI-WH 201) REQUIREMENTS IN ACCESSIBLE LOCATIONS ON THE COLD WATER AND HOT WATER PIPING AND WHERE FLUSH VALVES AND ANY OTHER QUICK CLOSING VALVES ARE USED. DOMESTIC WATER DEMAND EQUIPMENT TYPE OF SUPPLY CONTROL QUANTITY TOTAL WATER SUPPLY FIXTURE UNITS PER FIXTURE (WSFU) LAVATORY FAUCET 2 0.75 1.00 2.00 WATER CLOSET (1.28 GPF) FLUSH VALVE 2 30.0 30.0 60.0 SERVICE SINK FAUCET 1 2.25 3.00 3.00 BEVERAGE DISPENSER 3/8" VALVE 2 0.50 0.50 1.00 TOTAL (WSFU): 79.50 2017 IDAHO STATE PLUMBING CODE - CHART A103.1(2) ESTIMATED PEAK DEMAND (GPM): PIPE SIZE (COLD WATER SUPPLY TO BUILDING): 60 1-1/2" 12.0 10 TOTAL WATER SUPPLY FIXTURE UNITS (WSFU) 2017 IDAHO STATE PLUMBING CODE - CHART A105.1(1) PIPE FRICTION (PSI / 100 FT): PIPE VELOCITY (FEET / SECOND): HOSE BIBB VALVE 1 2.50 2.50 2.50 KITCHEN SINK FAUCET 2 1.50 2.00 4.00 HOT WATER SUPPLY FIXTURE UNITS PER FIXTURE (WSFU) 0.75 0 2.25 0 0 1.50 COLD WATER SUPPLY FIXTURE UNITS PER FIXTURE (WSFU) TOTAL COLD (WSFU) TOTAL HOT (WSFU) 75.75 11.25 OTHER KITCHEN FAUCETS FAUCET 1 1.50 2.00 2.001.50 HAND WASHING SINK FAUCET 2 1.50 2.00 4.001.50 ADDITIONAL HOSE BIBB VALVE 1 1.00 1.00 1.000 FIELD OPERATING TEMP RANGE (F) INSULATION CONDUCTIVITY INSULATION THICKNESS (INCHES) BASED ON NOMINAL PIPE SIZE CONDUCTIVITY BTU*IN/(H*T^2*F) MEAN RAITING TEMPERATURE, F LESS THAN 1" DIA.1"-1 1/2" DIA.1 1/2"-4" DIA 4"-8" DIA. 8" DIA. AND ABOVE MINIMUM PIPE INSULATION THICKNESS FOR WATER AND REFRIGERANT SYSTEMS >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 40-60 0.27-0.30 75 0.5 0.5 1.0 1.0 1.0 <40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:41:04 AM MO B E T T A H S ( T I ) PL U M B I N G S C H E D U L E S PE601 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D PLUMBING FIXTURE SCHEDULE LABEL DESCRIPTION WASTE VENT CW HW MANUFACTURER MODEL REMARKS FS-1 FLOOR SINK 3" 1 1/2" 0" 0" JAY R. SMITH 3150Y PROVIDE DOME STRAINER AND HALF GRATE COVER ON ALL FLOOR SINKS. PROVIDE TRAP GUARD, PRO-SET OR APPROVED EQUAL. HB-1 HOSE BIB - INTERIOR 0" 0" 0" 3/4" JAY R. SMITH 5670-H PROVIDE WITH INTEGRAL VACUUM BREAKER. LEAD FREE. LAV-1 LAVATORY - WALL MOUNTED - ADA 2" 1 1/4" 1/2" 1/2" KOHLER & CHICAGO FAUCETS K-2032 & 420-E2805ABCP MOUNT AT ADA HEIGHT. PROVIDE ADA FAUCET. WC-1 FLOOR MOUNT FLUSH VALVE WATER CLOSET (ACCESSIBLE) 4" 2" 12 1/4" 0" FIXTURE: KOHLER FLUSH VALVE: SLOAN SEAT: BEMIS FIXTURE: K-96057-SSL FLUSH VALVE: SLOAN 111-1.28 SEAT: 1955CTJ PROVIDE WITH ELONGATED "NO SLAM" TOILET SEAT RECIRCULATION PUMP SCHEDULE LABEL MANUFACTURER & MODEL NUMBER PUMP TYPE SYSTEM SERVED LIQUID TYPE GPM FT. HD. TEMP RANGE (F)V/PH/HZ WATTS AMPS ACCESSORIES & REMARKS RCP-1 BELL & GOSSETT ECOCIRC 20-18 CIRCULATOR, INLINE SOFTENED DHW WATER 1.5 4 36-203 115/1/60 60 .5 6 FT. LINE CORD WITH PLUG. OUTLET PROVIDED ON ELECTRICAL PLANS. 1. REQUIRES 120V OUTLET WITHIN 12'. 2. PROVIDED AND INSTALLED BY CONTRACTOR. 1. ELECTRICAL OUTLET TO BE PROVIDED ON ELECTRICAL PLANS. 2. PROVIDE WITH EXPANSION TANK THERM-X-TROL ST-12. 3. ACCEPTABLE MANUFACTURERS: HTP, RINNAI OR APPROVED EQUAL. TANKLESS WATER HEATER (GAS) LABEL LOCATION TYPE FLOW RATE AT 45° F (GPM) FLOW RATE AT 70° F (GPM) FLOW RATE AT 90° F (GPM) HIGH GAS INPUT(BTUH) LOW GAS INPUT(BTUH) DESIGN PRESSURE VOLTS PHASE AMPS FULL WEIGHT (LBS)MANUFACTURER MODEL REMARKS WH-1 KITCHEN TANKLESS, GAS-FIRED 8.7 5.6 4.4 199000.0 19,900 100.00 psi 120 1 4 125 Navien NPE-240S 1-3 WH-2 KITCHEN TANKLESS, GAS-FIRED 8.7 5.6 4.4 199000.0 19,900 100.00 psi 120 1 4 125 Navien NPE-240S 1-3 WATER FILTER SCHEDULE LABEL EQUIPMENT TYPE INCOMING WATER LINE SIZE INCOMING WATER TEMPERATURE APPROXIMATE MAXIMUM GPM MODEL REMARKS WF-1 WATER FILTER 3/4" 40°F - 70°F ECOLAB SPLIT TWIN HEAD - FILTERS SELECTED BY OWNER PROVIDED BY OWNER, INSTALLED BY CONTRACTOR 1. RUN IN CONSTANT PRESSURE MODE IN CONJUNCTION WITH CALEFFI MODEL 116 THERMAL BALANCING VALVES TO ALLOW PUMP TO RUN AT LOWER SPEED WHEN HOT WATER IS RUNNING. A. CONTRACTOR TO INCLUDE CALEFFI 116 THERMAL BALANCING VALVES IN SUBMITTAL TO ENGINEER. NO SUBSTITUTIONS ALLOWED. B. PUMP MUST BE CAPABLE OF RUNNING IN CONSTANT PRESSURE MODE. WATER SOFTENER SCHEDULE LABEL MANUFACTURER & MODEL NUMBER NORMAL FLOW PEAK FLOW BACKWASH/ RINSE FLOW OPERATING TEMPERATURE RANGE OPERATING PRESSURE RANGE INLET / OUTLET PIPE CONNECTION BRINE TANK SIZE MEDIA TANK SIZE MEDIA TANK CAPACITY MEDIA VOLUME MEDIA QUANTITY SALT CAPACITY OPERATING WEIGHT REMARKS WS-1 PACIFIC WATER A952-60-2441 23 GPM 31 GPM 2.7 GPM 40°F-100°F 30-120 PSI 1-1/4" / 1-1/4" 24"X41" 12"X52" 60,000 GRAIN 2.0 CU. FT. 1 670 LBS 1110 LBS 1,2 num. description date 11-16-23 A 1 2 B 1 1 1 1 1 1 22 2 3 4 55 5 6 (E)1 1/2"ø DCW (E)1/2"ø DHW (E)1/2"ø DCW(E)1 1/2"ø DCW (E)1"ø DHW (E)1"ø DCW (E)3/4"ø DCW (E)1"ø DHW (E)3/4"ø DHW (E)3/4"ø DHW (E)3/4"ø DCW (E)1"ø DCW (E)1 1/2"ø DCW (E)1 1/4"ø DCW(E)1 1/4"ø DCW (E)3/4"ø DHW 7 (E)3/4"ø DHW (E)3/4"ø DCW 8 (E)1"ø NG (E)1 1/4"ø NG (E)1 1/4"ø NG (E)1"ø NG (E)1 1/2"ø NG 9 9 9 (E)2"ø NG (E)2"ø NG(E)1 1/4"ø NG (E)1 1/4"ø NG (E)1 1/4"ø NG (E)1"ø NG (E)1 1/2"ø NG (E)3/4"ø NG 10 11 12 13 13 14 (E)3/4"ø DCW 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:40:50 AM MO B E T T A H S ( T I ) PL U M B I N G D E M O P L A N - W A T E R & G A S PD101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date NORTH GENERAL SHEET NOTES SHEET KEYNOTES 1 DEMOLISH PLUMBING FIXTURE AND ASSOCIATED HOT AND COLD WATER PIPING BRANCHES. CAP TEE OFF OF MAIN WATER PIPING BRANCH. 2 ES - ELECTRICAL SITE 3 DEMOLISH EXISTING RESTROOM PLUMBING FIXTURE. KEEP EXISTING WATER PIPING TO FIXTURE. NEW FIXTURE TO REPLACE EXISTING IN SAME LOCATION AND TO BE RECONNECTED TO WATER PIPING. 4 DEMOLISH EXISTING WATER HEATER AND ASSOCIATED COLD WATER PIPING BRANCH. CAP COLD WATER BRANCH AT NEAREST TEE. DEMOLISH A SHORT SECTION OF HOT WATER PIPING FROM WATER HEATER AS SHOWN. THIS MAIN HOT WATER PIPE WILL BE RECONNECTED TO THE NEW WATER HEATERS INSIDE THE SPACE AS PART OF NEW CONSTRUCTION. 5 DEMOLISH EXISTING WATER FILTER AND ASSOCIATED PIPING. 6 ALL EXISTING HOT AND COLD WATER PIPING TO REMAIN UNLESS NOTED OTHERWISE. 7 EXISTING 1-1/2" UNDERGROUND DOMESTIC WATER LINE FROM METER TO BUILDING. WATER LINE COMES UP IN RISER ROOM WITH EXISTING PRV AND SHUTOFF. 8 WALL NEXT TO MOP SINK IS BEING SHIFTED OVER, BUT NEW MOP SINK WILL REPLACE EXISTING IN SAME LOCATION. DEMOLISH HOT AND COLD WATER PIPING IN WALL, BUT KEEP EXISTING BRANCHES FOR NEW MOP SINK CONNECTIONS. 9 DEMOLISH THIS NATURAL GAS PIPE BRANCH. NEW PIPING TO BE CONNECTED AT THIS LOCATION AS PART OF NEW CONSTRUCTION. 10 EXISTING 1,000 CFH GAS METER (AMERICAN METER CO. AL-1000) TO BE UPSIZED BY GAS UTILITY COMPANY. GAS UTILITY COMPANY TO DETERMINE IF UNDERGROUND GAS SUPPLY LINE TO METER MUST BE UPSIZED AS WELL. 11 DEMOLISH THIS SECTION OF MAIN GAS PIPING DOWNSTREAM OF GAS METER. TO BE UPSIZED AS PART OF NEW CONSTRUCTION. 12 DEMOLISH EXISTING 3/4" GAS PIPE BRANCH TO WATER HEATER AND CAP AT TEE. 13 EXISTING GAS PIPING UP TO RTU TO REMAIN. THIS WILL BE RECONNECTED TO NEW RTU AS PART OF NEW CONSTRUCTION. 14 EXISTING AUTOMATIC GAS SHUTOFF VALVE AND MANUAL GAS SHUTOFF VALVE ABOVE CEILING TO REMAIN. VERIFY VALVES ARE IN GOOD WORKING CONDITION. PROVIDE CLEAR LABEL ON CEILING INDICATING GAS SHUTOFF VALVE LOCATION. 1. PROVIDE HOT / COLD WATER CHECK VALVES FOR ALL MOP SINKS, 3- COMPARTMENT SINKS, PREP SINKS, AND ANY SINK WITH AN OVERHEAD SPRAYER. 2. PROVIDE WATER HAMMER ARRESTORS AT ALL FIXTURES WITH QUICK ACTING WATER SHUT OFF INCLUDING, ICE MAKERS, DISHWASHERS, METER FAUCETS, ETC. 3. INSPECTION AND PERMIT BY STATE OR COUNTY HEALTH DEPARTMENT IS EQUIRED FOR CHEMICAL DISPENSER STATIONS AT MOP SINK AND 3-COMP SINK. 4.ALL ACCESS COVERS IN RESTROOMS TO BE LOCATED BENEATH SINKS OR ADJACENT TO TOILETS, HIDDEN FROM VIEW WHERE POSSIBLE, PAINTED BLACK. ANY ACCESS COVERS OUTSIDE OF THESE REQUIREMENTS SHALL BE STAINLESS STEEL. 5. DISSIMILAR METAL PIPING CONNECTIONS SHALL HAVE DIELECTRIC ISOLATORS. 6.BALL VALVES SHALL BE FULL PORT AND LEAD FREE. PROVIDE WITH HANDLE/STEM EXTENSIONS FOR PROPER FUNCTION WHEN FULLY INSULATED. EXTENSIONS TO BE SEALED AND VAPOR PROOF. 7.ALL DOMESTIC WATER PIPING TO BE LOCATED ON WARM SIDE OF BUILDING ENVELOPE. 8.PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 9. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 10. 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. 11. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 12. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 13. ALL PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 14. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 15. PIPING SHALL BE INSULATED AS FOLLOWS: A. DOMESTIC HOT WATER PIPING: 1" THICK FOR ALL PIPE SIZES. B. DOMESTIC COLD WATER PIPING: 1/2" THICK FOR ALL PIPE SIZES (PROVIDE CONTINUOUS VAPOR BARRIER.) 1/4" = 1'-0"1 PLUMBING DEMO PLAN - WATER & GAS 11-16-23 A 1 2 B 1 (E)4"ø SS (E)4"ø SS (E)4"ø GW (E)4"ø SS (E)4"ø SS (E)2"ø SS (E)3"ø GW (E)2"ø GW (E)2"ø GW (E)3"ø GW (E)3"ø GW (E)2"ø GW (E)2"ø GW (E)4"ø GW (E)2"ø GW (E)2"ø GW (E)3"ø GW (E)2"ø GW (E)2"ø GW (E)3"ø GW (E)2"ø GW (E)2"ø GW (E)2"ø SS (E)4"ø SS (E)4"ø SS (E)2"ø SS (E)2"ø SS (E)2"ø SS 2 2 3 3 3 3 4 5 5 5 5 6 7 8 8 88 8 (E)2"ø V (E)1 1/2"ø V (E)1 1/2"ø V 9 (E)3"ø V (E)3"ø V (E)3"ø V (E)3"ø V 1 1/2"ø V (E)1 1/2"ø V (E)1 1/2"ø V (E)3"ø VTR (E)1 1/2"ø V (E)1 1/2"ø V (E)2"ø V (E)2"ø V (E)2"ø V (E)3"ø VTR 1010 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:55:12 AM MO B E T T A H S ( T I ) PL U M B I N G D E M O P L A N - W A S T E PD102 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date NORTH 1/4" = 1'-0"1 PLUMBING DEMO PLAN - WASTE SHEET KEYNOTES 1 KEEP EXISTING WASTE AND VENT FOR MOP SINK, BUT DEMOLISH MOP SINK. NEW MOP SINK TO REPLACE EXISTING IN SAME LOCATION AS PART OF NEW CONSTRUCTION. 2 DEMOLISH EXISTING FLOOR SINK. THIS WASTE PIPE BRANCH TO BE EXTENDED TO NEW FLOOR SINK IN NEW LOCATION AS PART OF NEW CONSTRUCTION. 3 DEMOLISH EXISTING PLUMBING FIXTURE AND ASSOCIATED WASTE & VENT PIPING BACK TO NEAREST BRANCH. CAP PIPING AT BRANCH. 4 ALL EXISTING WASTE & VENT PIPING TO REMAIN UNLESS NOTED OTHERWISE. 5 DEMOLISH EXISTING RESTROOM PLUMBING FIXTURE. KEEP WASTE & VENT PIPING TO FIXTURE. NEW FIXTURE TO REPLACE EXISTING IN SAME LOCATION AND TO BE RECONNECTED TO EXISTING WASTE & VENT PIPING. 6 EXISTING UNDERGROUND 4" GREASE WASTE PIPING TO BUILDING FROM EXISTING 1,000 GALLON GREASE INTERCEPTOR PER AS-BUILTS. SEE AS-BUILT PLUMBING PLANS, SHEETS PS1.0 AND P2.0 FOR REFERENCE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. 7 SANITARY SEWER PIPING TO BUILDING PER AS-BUILT PLANS. 8 TRENCH FOR NEW WASTE PIPING IN THIS APPROXIMATE LOCATION (SEE DASHED LINES). COORDINATE WITH GENERAL CONTRACTOR AND WITH SHEET PL103. EXISTING WASTE PIPING IS DRAWN BASED OFF OF AS-BUILT PLANS. FIELD VERIFY EXISTING WASTE PIPE ROUTING. 9 DEMOLISH THIS SECTION OF 1-1/2" VENT PIPING. TO BE UPSIZED TO 2" VENT PIPING AS PART OF NEW CONSTRUCTION. 10 EXISTING VENTING UNDERGROUND FROM GREASE INTERCEPTOR. GENERAL SHEET NOTES 1. FLOOR SINKS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. WHERE POSSIBLE INSTALL FLOOR SINKS TIGHT TO WALLS. 2. ALL EMERGENCY FLOOR SINKS / FLOOR DRAINS ARE TO HAVE PROVENT -TRAP GUARDS (WHERE APPROVED BY AHJ). ANY DRAIN THAT IS USED TO COLLECT CONDENSATE SHALL NOT REQUIRE TRAP PROTECTION. 3. PROVIDE A SAND BED WITH SIX (6") INCHES MINIMUM COVERAGE AROUND ALL BELOW GRADE PIPES. PROVIDE BACKFILL FREE OF BOULDERS LARGER THAN TWO (2") INCHES. COMPACT AND TEST ALL BACKFILL ACCORDING TO ASTM COMPACTION STANDARDS OR PROVIDE PEA GRAVEL BACKFILL. PROVIDE MINIMUM TRENCH WIDTH OF NOT LESS THAN 1.5 TIMES THE PIPE OUTSIDE DIAMETER PLUS 12 INCHES. 4. ALL PIPING THROUGH A FOUNDATION WALL OR UNDER A FOOTING TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE PASSING THROUGH WALL OR UNDER FOOTING. SEAL WITH CAULK OR FOAM. PIPE SLEEVE UNDER FOOTING TO BE A MINIMUM OF 2" BELOW FOOTING. PIPE TO BE IRON AND EXTEND BEYOND THE WIDTH OF THE FOOTING AT A 45 DEGREE ON BOTH SIDES OF FOOTING. 5. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL. 6. PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 7. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 8. 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. 9. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 10. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 11. WASTE & VENT PIPING TO BE DWV SOLID CORE PVC. USE SOLVENT CEMENT TO JOIN PIPING. 11-16-23 1 2 3 4 4 5 HB-1 6 RCP-1 WS-1 5 WF-1 7 HB-18 WH-2 9 1 6 66 10 11 7 WH-1 A 1 2 B 12 8 ABOVE BELOW 9 13 LAV-1 WC-1 LAV-1 WC-1 5 14 14 14 14 1414 14 (E)1 1/2"ø DCW (E)1/2"ø DHW (E)3/4"ø DHW (E)3/4"ø DCW (E)1"ø DCW (E)1 1/2"ø DCW (E)3/4"ø DCW (E)3/4"ø DHW (E)3/4"ø DCW (E)1"ø DHW (E)1/2"ø DCW (E)3/4"ø DCW (E)1"ø DCW (E)1"ø DHW (E)3/4"ø DHW 1/2"ø DCW 1/2"ø SHW 1/2"ø FW1/2"ø FW 1/2"ø IFW 1/2"ø IFW 3/4"ø FW3/4"ø IFW 1/2"ø SHW 1/2"ø SHW 1/2"ø DCW 1/2"ø SCW 1/2"ø FW 15 1/2"ø DHWR 1"ø SHW 1"ø SCW 1"ø DCW 1/2"ø DHWR 1/2"ø SHW (E)3/4"ø DCW 3/4"ø DCW 3/4"ø SHW 14 3/4"ø DHW 3/4"ø DCW 3/4"ø SHW (E)3/4"ø DCW 3/4"ø DCW 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:41:07 AM MO B E T T A H S ( T I ) PL U M B I N G P L A N - W A T E R PL101 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D GENERAL SHEET NOTES SHEET KEYNOTES 1 DROP 1/2" FILTERED WATER LINE TO ICE MACHINE (MOUNTED ON SODA DISPENSER). PROVIDE ISOLATION VALVE, DOUBLE CHECK VALVE (OR RPZ BACKFLOW PREVENTER IF REQUIRED BY JURISDICTION), AND PRV (20-80 PSI) ON WATER LINE BEHIND ICE MACHINE IN ACCESSIBLE LOCATION. SEE DETAIL ON SHEET PE502 FOR ICE MACHINE CONNECTION DETAIL. 2 DROP 3/8" FILTERED WATER DOWN WALL. STUB OUT AT 48" AFF AND PROVIDE CONNECTION TO WALL MOUNTED POT FILLER FOR RICE COOKERS. PROVIDE THREADED PIPE FITTING. 3 3/4" FILTERED COLD WATER TO CARBONATORS. INSTALL RPZ BACKFLOW PREVENTER. TERMINATE PIPING WITH (2) 3/8" COMPRESSION FITTINGS, CONNECTION TO BE MADE AT 8'-0" AFF BY COKE VENDOR. COKE VENDOR TO RUN LINE FROM CARBONATOR TO COKE MACHINES (BOTH CARBONATED AND NONCARBONATED). 4 1/2" SHW STUBOUT FOR CONNECTION TO AUTO FILL ACCESSORY FOR POT WELL. INSTALL PER CODE AND PER MANUFACTURER INSTALLATION INSTRUCTIONS. INSTALL DOUBLE CHECK VALVE ON WATER LINE PRIOR TO CONNECTION TO EQUIPMENT. 5 PROVIDE CALEFFI 116 THERMOSETTER WHERE HOT WATER RECIRCULATION PIPING CONNECTS TO HOT WATER PIPING. ESTIMATED FLOW OF 0.5 GPM. 6 PROVIDE 4" CHASE WITH LONG SWEEPING ELBOWS UNDERGROUND FOR SYRUP LINES. 7 FILTERED COLD WATER STUB OUT UNDER COUNTER FOR BEVERAGE MACHINE. INSTALL DOUBLE CHECK VALVE ON WATER LINE PRIOR TO FINAL EQUIPMENT CONNECTIONS. 8 HOSE BIB TO CHEMICAL STATION AT 14" AFF (CONNECT TO SHW). PROVIDE WITH INTEGRAL VACUUM BREAKER PER CODE. 9 DROP 1/2" DCW / SHW DOWN WALL. STUB OUT AT 24" AFF. PROVIDE/INSTALL MIXING VALVE (100°F - 140°F) ON HOT WATER AND FINAL CONNECTIONS TO SINK FAUCET. 10 1/2" SHW TO WALL MOUNTED PANTRY FAUCET. 11 EXISTING 1-1/2" UNDERGROUND DOMESTIC WATER LINE FROM METER TO BUILDING. WATER LINE COMES UP IN RISER ROOM WITH EXISTING PRV AND SHUTOFF. 12 3-WAY WATER SOLENOID VALVE (8316G064) PROVIDED WITH MAKEUP AIR UNIT. TO BE INSTALLED BY PLUMBING CONTRACTOR. SEE MAU NOTE #12 ON SHEET ME507 FOR REFERENCE. ALSO SEE SCHEMATIC DETAIL FOR MAU PIPING ON SHEET PE502. THIS SOLENOID REQUIRES AN ELECTRICAL CONNECTION AS WELL - SEE ELECTRICAL PLANS. 13 1/2" SCW UP THROUGH ROOF TO MAU EVAPORATIVE COOLING SECTION. COORDINATE ROOF PENETRATION WITH MAKEUP AIR UNIT WATER CONNECTION LOCATION. 14 CONNECT NEW WATER PIPING TO EXISTING IN THIS APPROXIMATE LOCATION. NEW COLD MUST CONNECT TO EXISTING COLD. NEW HOT MUST CONNECT TO EXISTING HOT. EXISTING PIPING IS SHOWN BASED ON AS-BUILT PLANS. FIELD VERIFY EXISTING WATER PIPE ROUTING PRIOR TO WORK BEING DONE. 15 ROUTE 3/4" DCW TO WATER FILTER. ROUTE 3/4" FILTERED WATER AND 3/4" INHIBITOR FILTERED WATER FROM WATER FILTER AS SHOWN. ALSO SEE DETAIL ON SHEET PE501. 1. PC SHALL COORDINATE FIXTURE CONNECTION ELEVATIONS W ITH KITCHEN EQUIPMENT CONTRACTOR'S PLANS. 2. WATER LINES FOR DRINK DISPENSING SHALL HAVE BACKFLOW PROTECTION THAT MEETS THE ASSE 1022 STANDARD. 3. ALL TUBING / PIPING FOR DRINK DISPENSING EQUIPMENT SHALL BE NSF STAMPED. 4. PROVIDE HOT / COLD WATER CHECK VALVES FOR ALL MOP SINKS, 3- COMPARTMENT SINKS, PREP SINKS, AND ANY SINK WITH AN OVERHEAD SPRAYER. 5. ANY PIPING WHICH PENETRATES A COUNTER TOP SHALL BE ROUTED THROUGH A STAINLESS STEEL GROMMET WHICH IS TO BE ADHERED TO THE COUNTER TOP WITH A CLEAR, NON-SHRINKING, MILDEW RESISTANT SILICONE. 6. MAIN PIPE ROUTING SHALL BE ABOVE CEILING INSIDE TRUSS WEBBING. WHERE DROPS OCCUR, PIPES SHALL BE CONCEALED INSIDE WALLS. 7. ALL DOMESTIC HOT / COLD PIPING SHALL BE UPONOR AQUAPEX OR EQUAL AND COLOR CODED ACCORDING TO THE FOLLOWING: *RED -SOFT HOT WATER (SHW) *BLUE -SOFT COLD WATER (SCW) *WHITE -FILTERED COLD WATER (FW) *WHITE -INHIBITOR FILTERED WATER (IF) 8. PROVIDE WATER HAMMER ARRESTORS AT ALL FIXTURES WITH QUICK ACTING WATER SHUT OFF INCLUDING, ICE MAKERS, DISHWASHERS, METER FAUCETS, ETC. 9. ALL WATER SUPPLY STUBOUTS OCCURRING INSIDE CABINETRY TO BE 24" AFF. 10. INSPECTION AND PERMIT BY STATE OR COUNTY HEALTH DEPARTMENT IS EQUIRED FOR CHEMICAL DISPENSER STATIONS AT MOP SINK AND 3-COMP SINK. 11.ALL ACCESS COVERS IN RESTROOMS TO BE LOCATED BENEATH SINKS OR ADJACENT TO TOILETS, HIDDEN FROM VIEW WHERE POSSIBLE, PAINTED BLACK. ANY ACCESS COVERS OUTSIDE OF THESE REQUIREMENTS SHALL BE STAINLESS STEEL. 12. DISSIMILAR METAL PIPING CONNECTIONS SHALL HAVE DIELECTRIC ISOLATORS. 13.BALL VALVES SHALL BE FULL PORT AND LEAD FREE. PROVIDE WITH HANDLE/STEM EXTENSIONS FOR PROPER FUNCTION WHEN FULLY INSULATED. EXTENSIONS TO BE SEALED AND VAPOR PROOF. 14.ALL DOMESTIC WATER PIPING TO BE LOCATED ON WARM SIDE OF BUILDING ENVELOPE. 15.PROVIDE BALANCE REPORT OF DOMESTIC WATER RECIRCULATING SYSTEM TO ENGINEER. PROVIDE P&T PORTS AND PRESSURE GAUGES ON EACH SIDE OF RECIRCULATING PUMP. PROVIDE THERMOMETER ON DISCHARGE SIDE OF PUMP. 16.PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 17. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 18. 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. 19. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 20. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 21. ALL PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 22. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 23. PIPING SHALL BE INSULATED AS FOLLOWS: A. DOMESTIC HOT WATER PIPING: 1" THICK FOR ALL PIPE SIZES. B. DOMESTIC COLD WATER PIPING: 1/2" THICK FOR ALL PIPE SIZES (PROVIDE CONTINUOUS VAPOR BARRIER.) num. description date NORTH 1/4" = 1'-0"1 PLUMBING PLAN - WATER 11-16-23 1 2 2 3 4 2 PL102 3 PL102 5 5 WH-2 (180 CFH) (405 CFH) (250 CFH) WH-1 8 A 1 2 B (E)1"ø NG (E)1 1/4"ø NG (E)1"ø NG (E)1 1/2"ø NG (E)2"ø NG (E)2"ø NG 9 9 (225 CFH) (180 CFH) (405 CFH) 1 1/4"ø NG (288 CFH) (693 CFH) (655 CFH) (1,348 CFH) (E)1 1/4"ø NG 2 1/2"ø NG 1 1/4"ø NG 1 1/4"ø NG (E)1 1/2"ø NG 1 1/4"ø NG 1 1/4"ø NG (398 CFH) (398 CFH) 10 H-2 H-1 11 12 (1,746 CFH) 7 7 6 1 1 1/4"ø NG 1"ø NG 2 2 DIRT LEG MANUAL GAS SHUT OFF 1"ø NG INDIVIDUAL EQUIPMENT SHUTOFFS AND REGULATORS WALL STUB OUT AT 24" AFF H-1 1"ø NG 1"ø NG 6 7 7 DIRT LEG WALL STUB OUT AT ~24" AFF MANUAL GAS SHUT OFF INDIVIDUAL EQUIPMENT SHUTOFFS AND REGULATORS 1 1/4"ø NG 3/4"ø NG3/4"ø NG 3/4"ø NG3/4"ø NG 3/4"ø NG 1"ø NG 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:55:10 AM MO B E T T A H S ( T I ) PL U M B I N G P L A N - G A S PL102 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1/4" = 1'-0"1 PLUMBING PLAN - GAS GENERAL SHEET NOTES SHEET KEYNOTES 1 ROUTE GAS PIPE BEHIND EQUIPMENT TO CHARBROILER. PROVIDE ISOLATION VALVE, PRV (2 LB TO 4 OZ), MOVEABLE GAS CONNECTOR KIT, QUICK DISCONNECT, AND ALL FINAL CONNECTIONS PER MANUFACTURER INSTALLATION INSTRUCTIONS. INSTALL ANSUL GAS (PROVIDED W/HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 2 ROUTE GAS PIPE BEHIND EQUIPMENT TO FRYER. PROVIDE ISOLATION VALVE, PRV (2 LB TO 4 OZ), MOVEABLE GAS CONNECTOR KIT, QUICK DISCONNECT, AND ALL FINAL CONNECTIONS PER MANUFACTURER INSTALLATION INSTRUCTIONS. INSTALL ANSUL GAS (PROVIDED W/HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 3 1-1/4" NATURAL GAS PIPING DOWN BY WALL TO WATER HEATERS. BRANCH 3/4" PIPING TO EACH WATER HEATER. 4 INSTALL AUTOMATIC ANSUL GAS SHUTOFF BELOW CEILING PER CAPTIVEAIRE KITCHEN PLANS. 5 DROP GAS PIPING DOWN IN WALL AND STUB OUT AT APPROXIMATELY 24" AFF. PROVIDE MANIFOLD AT THIS LOCATION - ROUTE PIPE FULL-SIZED ALONG FACE OF WALL DOWN TO DIRT LEG JUST ABOVE FLOOR. BRANCH A PIPE TO EACH PIECE OF EQUIPMENT FROM THIS MANIFOLD, SIZED PER PLANS (ROUTE THESE PIPES BEHIND EQUIPMENT, EACH BRANCH TIGHT TO WALL). 6 ROUTE GAS PIPE BEHIND EQUIPMENT TO RANGE. PROVIDE ISOLATION VALVE, PRV (2 LB TO 4 OZ), MOVEABLE GAS CONNECTOR KIT, QUICK DISCONNECT, AND ALL FINAL CONNECTIONS PER MANUFACTURER INSTALLATION INSTRUCTIONS. INSTALL ANSUL GAS (PROVIDED W/HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 7 ROUTE GAS PIPE BEHIND EQUIPMENT TO RICE COOKER. PROVIDE ISOLATION VALVE, PRV (2 LB TO 4 OZ), MOVEABLE GAS CONNECTOR KIT, QUICK DISCONNECT, AND ALL FINAL CONNECTIONS PER MANUFACTURER INSTALLATION INSTRUCTIONS. INSTALL ANSUL GAS (PROVIDED W/HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 8 BRANCH NEW 1-1/4" GAS PIPE OFF OF 2" MAIN GAS PIPE IN CEILING. ROUTE 1-1/4" UP THROUGH ROOF TO MAKEUP AIR UNIT. 9 EXISTING GAS PIPING UP TO ROOFTOP UNIT. RECONNECT EXISTING PIPING TO NEW RTU. 10 EXTEND NEW 1-1/4" GAS PIPE TO EQUIPMENT UNDER HOOD H-2. 11 COORDINATE NEW GAS METER WITH GAS UTILITY COMPANY. GAS UTILITY COMPANY TO DETERMINE IF UNDERGROUND SUPPLY LINE TO METER MUST BE UPSIZED OR NOT. TOTAL LOAD IS 1,746 CFH. LONGEST EQUIVALENT LENGTH IS 125 FT. ADJUST MAIN GAS PRESSURE REGULATOR AT METER TO DELIVER 8" WATER COLUMN PRESSURE. THE GAS PIPING SYSTEM HAS BEEN DESIGNED WITH A 1" WATER COLUMN PRESSURE DROP. SEE NATURAL GAS REQUIREMENTS TABLE ON SHEET PE601. 12 NEW MAIN GAS PIPING FROM METER. BRANCH 1-1/4" PIPE OFF OF MAIN TO WATER HEATERS. CONNECT NEW 2-1/2" MAIN PIPING TO EXISTING 2" MAIN PIPING. 1. RUN ALL GAS PIPING ABOVE CEILING INSIDE TRUSS WEBBING. 2. ALL NATURAL GAS PIPING 2-1/2" AND OVER OR 5 PSI OR GREATER TO BE WELDED. 3. INSTALL GAS REGULATORS APPROXIMATELY 10' UPSTREAM OF EQUIPMENT CONNECTION. 4. GAS PIPING SCHEDULE A. NATURAL GAS PIPING 2" AND SMALLER = SCHEDULE 40-STEEL PIPE - THREADED B. NATURAL GAS PIPING 2-1/2" AND LARGER = SCHEDULE 40 STEEL PIPE - WELDED C. NATURAL GAS PIPING BELOW GRADE = POLYETHYLENE PIPE -FUSION WELDED 5. PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 6. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 7. 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. 8. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 9. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 10. ALL GAS PRESSURE REGULATORS ARE TO BE VENTED TO THE OUTSIDE OF THE BUILDING BY THE MECHANICAL CONTRACTOR OR PROVIDE / INSTALL VENTLESS REGULATORS IF ALLOWED BY THE LOCAL JURISDICTION. NONE OF THE VENT PIPING OFF THE REGULATORS ARE SHOWN ON THE PLANS. IF VENTED REGULATORS ARE REQUIRED, SIZE VENTS PER MANUFACTURERS RECOMMENDATION FOR THE GIVEN DISTANCE. 11. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 3/8" = 1'-0"2 HOOD "H-1" GAS PIPING TO EQUIPMENT 3/8" = 1'-0"3 HOOD "H-2" GAS PIPING TO EQUIPMENT ALL GAS STUB OUTS TO EQUIPMENT UNDER HOODS TO BE AT 18" AFF. num. description date NORTH 11-16-23 REFERENCE ARCHITECTURAL PLANS FOR PLUMBING ROUGH-IN DIMENSIONS SUB-ROUGH PLUMBING FS-1 1 2 2 FS-1 3 4 5 6 1 FS-1 WALL C.O. 7 8 A 1 2 B 9 10 (E)4"ø GW (E)4"ø SS (E)4"ø SS 11 12 8 77 8 8 (E)2"ø SS(E)2"ø SS (E)2"ø SS (E)4"ø SS (E)4"ø SS (E)4"ø SS (E)2"ø SS (E)2"ø GW (E)2"ø GW (E)2"ø SS (E)2"ø GW (E)2"ø GW(E)3"ø GW (E)2"ø GW (E)2"ø GW 13 (E)3"ø GW (E)4"ø GW (E)3"ø GW (E)2"ø GW(E)3"ø GW (E)2"ø GW (E)2"ø GW (E)2"ø GW (E)2"ø SS 2"ø GW 2"ø SS 2"ø SS 2"ø GW 2"ø GW 1"ø D 2"ø SS 142"ø SS 1 1/2"ø V 2"ø V 1 1/2"ø V (E)1 1/2"ø V (E)2"ø V 15 16 (E)1 1/2"ø V (E)1 1/2"ø V (E)1 1/2"ø V (E)1 1/2"ø V (E)1 1/2"ø V 1 1/2"ø V 17 17 (E)3"ø VTR (E)3"ø VTR 1 1/2"ø V 17 (E)3"ø V 3"ø V 1 1/2"ø V (E)3"ø V(E)3"ø V 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:41:11 AM MO B E T T A H S ( T I ) PL U M B I N G P L A N - D W V PL103 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET KEYNOTES 1 ROUTE WASTE LINE FOR HOT FOOD WELLS PER DETAIL 3 ON SHEET PE501. 2 ROUTE WASTE LINE FOR COMPARTMENT SINK PER DETAIL 1 ON SHEET PE501. 3 ICE MACHINE MOUNTED ON BEVERAGE DISPENSER. ROUTE 3/4" COPPER DRAIN LINE FROM ICE MACHINE TO FLOOR SINK. TERMINATE DRAIN WITH AIR GAP ABOVE FLOOR SINK. 4 USE COPPER TO HARD PIPE THE PREP SINK DRAIN TO FLOOR SINK (DO NOT USE SOFT TUBING INCLUDED WITH SINK). 5 EXISTING UNDERGROUND 4" GREASE WASTE PIPING TO BUILDING FROM EXISTING 1,000 GALLON GREASE INTERCEPTOR PER AS-BUILTS. SEE AS-BUILT PLUMBING PLANS, SHEETS PS1.0 AND P2.0 FOR REFERENCE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. 6 SANITARY SEWER PIPING TO BUILDING PER AS-BUILT PLANS. 7 CONNECT NEW GREASE WASTE TO EXISTING. EXISTING PIPING SHOWN PER SHELL PLANS - FIELD VERIFY. 8 CONNECT NEW SANITARY SEWER TO EXISTING. EXISTING PIPING SHOWN PER SHELL PLANS - FIELD VERIFY. 9 3-WAY WATER SOLENOID VALVE (8316G064) PROVIDED WITH MAKEUP AIR UNIT. TO BE INSTALLED BY PLUMBING CONTRACTOR. SEE MAU NOTE #12 ON SHEET ME507 FOR REFERENCE. ALSO SEE SCHEMATIC DETAIL FOR MAU PIPING ON SHEET PE502. THIS SOLENOID REQUIRES AN ELECTRICAL CONNECTION AS WELL - SEE ELECTRICAL PLANS. 10 ROUTE 1" DRAIN LINE FROM 3-WAY WATER SOLENOID VALVE TO FLOOR SINK. REFER TO MAU PIPING DETAIL ON SHEET PE502. 11 ICE MACHINE MOUNTED ON BEVERAGE DISPENSER. ROUTE 3/4" COPPER DRAIN CONCEALED IN CABINETRY AND THROUGH WALL FROM ICE MACHINE TO FLOOR SINK. TERMINATE DRAIN WITH AIR GAP ABOVE FLOOR SINK. 12 INSTALL TRAP SEAL IN EXISTING FLOOR SINK. 13 INSTALL TRAP SEAL IN EXISTING HUB DRAIN. 14 EXISTING VENT FOR FLOOR DRAIN MAY NEED TO BE SHIFTED OVER TO NEW WALL. 15 REPLACE THIS SECTION OF VENT PIPING WITH 2" PIPING SO THAT 2" VENT PIPING EXTENDS FROM VENT THROUGH ROOF TO THIS POINT. 16 1-1/2" VENT PIPE IN THIS WALL PREVIOUSLY SERVED A LAVATORY. EXTEND THIS VENT PIPE UNDERGROUND TO VENT THE NEW WASTE BRANCH FOR FLOOR SINK. 17 CONNECT NEW 1-1/2" VENT PIPE TO EXISTING VENT PIPE IN THIS APPROXIMATE LOCATION. 10. PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 11. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 12. 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. 13. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 14. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 15. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 16. WASTE & VENT PIPING TO BE DWV SOLID CORE PVC. USE SOLVENT CEMENT TO JOIN PIPING. GENERAL SHEET NOTES 1. FLOOR SINKS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. WHERE POSSIBLE INSTALL FLOOR SINKS TIGHT TO WALLS. 2. ALL EMERGENCY FLOOR SINKS / FLOOR DRAINS ARE TO HAVE PROVENT -TRAP GUARDS (WHERE APPROVED BY AHJ). ANY DRAIN THAT IS USED TO COLLECT CONDENSATESHALL NOT REQUIRE TRAP PROTECTION. 3. PLUMBING CONTRACTOR SHALL ROUTE INDIRECT DRAINS FROM KITCHEN EQUIPMENT TO NEAREST FLOOR SINK. TERMINATE WITH AN AIR GAP. 4. ALL INDIRECT WASTE PIPING THAT EXCEED 30" IN DEVELOPED LENGTH MEASURED HORIZONTALLY OR 54" IN TOTAL DEVELOPED LENGTH SHALL BE TRAPPED. 5. PROVIDE A SAND BED WITH SIX (6") INCHES MINIMUM COVERAGE AROUND ALL BELOW GRADE PIPES. PROVIDE BACKFILL FREE OF BOULDERS LARGER THAN TWO (2") INCHES. COMPACT AND TEST ALL BACKFILL ACCORDING TO ASTM COMPACTION STANDARDS OR PROVIDE PEA GRAVEL BACKFILL. PROVIDE MINIMUM TRENCH WIDTH OF NOT LESS THAN 1.5 TIMES THE PIPE OUTSIDE DIAMETER PLUS 12 INCHES. 6. ALL PIPING THROUGH A FOUNDATION WALL OR UNDER A FOOTING TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE PASSING THROUGH WALL OR UNDER FOOTING. SEAL WITH CAULK OR FOAM. PIPE SLEEVE UNDER FOOTING TO BE A MINIMUM OF 2" BELOW FOOTING. PIPE TO BE IRON AND EXTEND BEYOND THE WIDTH OF THE FOOTING AT A 45 DEGREE ON BOTH SIDES OF FOOTING. 7. TEST WASTE AND VENT PIPING FOR LEAKAGE. AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS FILLED WITH WATER, TEST CONNECTIONS AND PROVE THEY ARE GASTIGHT AND WATERTIGHT. PLUG VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE MUST REMAIN CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEAKS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING, OR PORTION THEREOF, UNTIL SATISFACTORY RESULTS ARE OBTAINED. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. 8. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL. num. description date NORTH 1/4" = 1'-0"1 PLUMBING PLAN - DWV 11-16-23 RTU-1 1 A 1 2 B MAU-1 RTU-2 EF-2 EF-1 (E)3"ø VTR (E)3"ø VTR 1"ø NG 1"ø NG 1 1/4"ø NG 1"ø NG 1 (E)EF-3 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 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 11:39:58 AM MO B E T T A H S ( T I ) RO O F P L U M B I N G P L A N PL104 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D GENERAL SHEET NOTES SHEET KEYNOTES 1 RECONNECT EXISTING GAS PIPING TO NEW RTU. PROVIDE/INSTALL ISOLATION VALVE AND ALL FINAL CONNECTIONS TO UNIT PER MANUFACTURER INSTALLATION INSTRUCTIONS. 2 NEW GAS PIPING UP THROUGH ROOF TO MAKEUP AIR UNIT. PROVIDE/INSTALL ISOLATION VALVE AND ALL FINAL CONNECTIONS TO UNIT PER MANUFACTURER INSTALLATION INSTRUCTIONS. 1/4" = 1'-0"1 ROOF PLUMBING PLAN - WATER & GAS 1. ALL GAS REGULATORS TO BE 2LB TO 4 OZ TYPE WITH ADJUSTMENT FROM 5" -12" WATER COLUMN. INSTALL APPROXIMATELY 10' UPSTREAM OF EQUIPMENT CONNECTION. 2. RUN ALL GAS PIPING ABOVE CEILING INSIDE TRUSS WEBBING. STUB GAS PIPING UP AT EACH ROOFTOP MOUNTED GAS-FIRED UNIT. 3. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 4. 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. 5. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 6. ALL WATER PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 7. ALL GAS PRESSURE REGULATORS ARE TO BE VENTED TO THE OUTSIDE OF THE BUILDING BY THE MECHANICALCONTRACTOR OR PROVIDE / INSTALL VENTLESS REGULATORS IF ALLOWED BY THE LOCAL JURISDICTION. NONE OF THE VENT PIPING OFF THE REGULATORS ARE SHOWN ON THE PLANS. IF VENTED REGULATORS ARE REQUIRED, SIZE VENTS PER MANUFACTURERS RECOMMENDATION FOR THE GIVEN DISTANCE. 8. ALL VENT PIPING TO BE A MINIMUM OF 10' FROM ANY INTAKE. 9. PROVIDE CONDENSATE TRAP ON ALL ROOFTOP UNITS AND TERMINATE TOWARD ADJACENT ROOF DRAIN. 10. WASTE & VENT PIPING TO BE DWV SOLID CORE PVC. USE SOLVENT CEMENT TO JOIN PIPING. 11. ROOF AND OVERFLOW DRAIN INSULATION TO BE 1" THICK FOR ALL PIPE SIZES. INSULATION ONLY REQUIRED ON HORIZONTAL PRIMARY DRAINS AND ALL DRAIN BOWLS.num. description date NORTH 11-16-23 STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:36 PM MO B E T T A H S ( T I ) EL E C T R I C A L S Y M B O L S A N D N O T E S E001 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET INDEX E001 ELECTRICAL SYMBOLS AND NOTES E002 ELECTRICAL SPECIFICATIONS E003 ELECTRICAL COMCHECK E060 ELECTRICAL DIAGRAMS E080 ONE-LINE DIAGRAM AND PANELBOARD SCHEDULES E221 LIGHTING PLAN E270 FIXTURE SCHEDULE E301 LEVEL 1 - ELECTRICAL PLAN E302 ROOF - ELECTRICAL PLAN E350 ENLARGED KITCHEN PLAN X X X X ARCHITECTURAL ROOM NUMBER EQUIPMENT NUMBER LIGHT FIXTURE (LETTER DESIGNATES TYPE) DEVICE / EQUIPMENT (TEXT DESIGNATES TYPE) SEE SCHEDULE SYMBOL SCHEDULE STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANS NOTES: 1. SEE FIXTURE SCHEDULE FOR TYPE, MOUNTING AND WATTAGE. 2. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THE FINISHED FLOOR. 3. REFER TO DRAWINGS FOR DIRECTIONAL ARROWS. 4. SUBSCRIPT INDICATES FIXTURES TO BE CONTROLLED. 5. NEMA TYPE 'ND' NON-FUSED UNLESS NOTED 'F' (FUSED). USE 'HD' 480 V. 6. HEIGHT MEASURED TO TOP OF THE BOX FROM FINISHED FLOOR. 7. PROVIDE H.O.A. AND S.S. PUSHBUTTONS AS REQUIRED. 8. DOUBLE ARROWS INDICATES A DOUBLE FACE UNIT. 9. DEVICES NOTED WITH AN 'A' INDICATE TO COORDINATE WITH MILLWORK SHOP DRAWINGS AND ELEVATIONS FOR HEIGHT. 10. SUBSCRIPT INDICATES NEMA CONFIGURATION. 11. SOLID BOX AROUND DEVICE INDICATES INSTALLED IN FLOOR. DASHED BOX AROUND DEVICE INDICATES INSTALLED IN CEILING. 12. COORDINATE WITH DOOR HARDWARE SUPPLIER. 13. FOR WATER COOLER LOCATION, SEE DIAGRAM R002. FOR ALL OTHER LOCATIONS, MOUNT AT +16" TO BOTTOM OF BOX FROM FINISHED FLOOR, OR AS NOTED. 14. ARROWS SHOWN ON DEVICE INDICATE SENSOR AIMING DIRECTION. 15. CAMERA NUMBERS ARE SHOWN INSIDE THE CAMERA SYMBOL. CAMERA TYPES ARE INDICATED IN TAG. 16. MOUNT ON TRACK OF OVERHEAD DOOR, 6" FROM TOP OF DOOR, UNLESS OVERHEAD DOOR IS A ROLL UP DOOR, THEN MOUNT PER MANUFACTURER'S INSTRUCTIONS. 17. INSTALL DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 18. DASHED LINE INDICATES EQUIPMENT CLEARANCES. ARROW INDICATES FRONT OF RACK. 19. SPEAKER TO BE MOUNTED IN HORIZONTAL POSITION. 20. MOUNTING HEIGHT IS TO BOTTOM OF DISPLAY. *TYPICAL SYMBOL SCHEDULE. SOME SYMBOLS MAY NOT BE USED ON THIS SET OF DRAWINGS. CABLE TRAY AS NOTED CONDUIT STUB LOCATION CAP CONDUIT CONDUIT DOWN CONDUIT UP CONDUIT RUN CONCEALED IN FLOOR OR GROUND CONDUIT RUN CONCEALED IN WALL OR CEILING 3 CIRCUIT, HOME RUN TO PANEL 2 CIRCUIT, HOME RUN TO PANEL ONE CIRCUIT, HOME RUN TO PANEL NOTESMOUNTING HEIGHTDESCRIPTIONSYMBOL GENERAL NOTESMOUNTING HEIGHTDESCRIPTIONSYMBOL CONDUIT / CIRCUIT CONTINUATION EQUIPMENT PANEL, SEE DRAWINGS +72" TC P PP S S S S S S S TIME CLOCK +60"2. PHOTO-ELECTRIC CONTROL (LOCATE ON ROOF, FACE NORTH) MOUNT AS PER MFR.AS NOTED PANELBOARD MAIN DISTRIBUTION PANEL CEILING MOUNTED RECEPTACLE SEE DIAGRAM POWER PACK SEE DIAGRAM, SPEC. PLUGMOLD +46" OR AS NOTED SPECIAL PURPOSE OUTLET 2. 10. W/ CAP. AS NOTED +18" OR MOMENTARY CONTACT SWITCH TIMER SWITCHTM P SWITCH WITH PILOT LIGHT K KEY OPERATED SWITCH 4 FOUR-WAY SWITCH 3 THREE-WAY SWITCH CEILING / WALL MOUNTED EXIT LIGHT 1. 3. 8. FLOOD OR TRACK FIXTURE AS NOTED EGRESS LIGHT FIXTURE AS NOTED LIGHT FIXTURE AS NOTED RECESSED DOWNLIGHT FIXTURE CEILING 1. WALL LIGHT FIXTURE AS NOTED 1. CEILING LIGHT FIXTURE CEILING 1. DUAL TECH. CEILING MOUNTED OCCUPANCY SENSOR AREA LIGHT POLE AND FIXTURE CONCRETE BASE 1. SEE DIAGRAM VARIABLE INTENSITY SWITCHD FOURPLEX RECEPTACLE EMERGENCY POWER (RED) LOW VOLTAGE WALLSTATION (SUBSCRIPT INDICATES CONFIGURATION & CONTROL SEQUENCE) RECESSED WALL-WASH DOWNLIGHT FIXTURE CEILING 1. TOMBSTONE RECEPTACLE DIGITAL DAYLIGHT SENSOR CEILING PT POKE THRU - SEE SCHEDULE FLOOR POWER POLE RC DIGITAL ROOM CONTROLLER (SUBSCRIPT INDICATES NUMBER OF RELAYS) SEE DIAGRAM, SPEC.X TVSS PROTECTED RECEPTACLE CORD REEL SEE DIAGRAM DUPLEX RECEPTACLE WITH USB OUTLETU TAMPER-PROOF RECEPTACLET (PROVIDE WITH ALL PP AND ROOM CONTROLLERS) CONTROLLED DUPLEX RECEPTACLE EP ABOVE CEILING SEE DIAGRAM, SPEC.EMERGENCY LIGHTING CONTROL UNIT X 2. SEE DIAGRAM, SPEC. FB FLOOR BOX - SEE SCHEDULE FLOOR SEE DIAGRAM, SPEC. SEE DIAGRAM, SPEC. DP CP CEILING PROJECTION SYSTEM CEILING BOX FLAT PANEL DISPLAY WALL BOX TVSS RECEPT., SEE DIAGRAM, SPEC. 26 2726 SEE DIAGRAM, SPEC. AS NOTED CEILING ABOVE DATA AND OTHER DEVICES, REFER TO DIAGRAMS LIGHTING CEILING/ AS NOTED EMERGENCY LIGHT FIXTURE AS NOTED 1. SEE DIAGRAM, SPEC. POWER BOLLARD STEP LIGHT FIXTURE 1. 1. 1.AS NOTED CONCRETE BASE CONTROLLED FOURPLEX RECEPTACLE DUAL TECH. WALL MOUNTED OCCUPANCY SENSOR (SUBSCIPT D = DIMMING AND DAYLIGHT CONTROL) CEILING SEE DIAGRAM, SPEC. J COMBO EXIT / EMERGENCY LIGHT FIXTURE AS NOTED 1. 6. DEVICE / EQUIPMENT (TEXT DESIGNATES TYPE) SEE SCHEDULE / LEGEND F H S D D R CM H MM S FIRE ALARM MANUAL STATION +46" FIRE ALARM SIGNAL HORN / STROBE SMOKE DETECTOR CEILING DUCT SMOKE DETECTOR MTD. IN DUCT FIRE/SMOKE DAMPER DOOR HOLDER AS NOTED TAMPER SWITCH FIRE ALARM RELAY OR SECURITY RELAY FIRE ALARM CONTROL MODULE BELL HEAT DETECTOR CEILING FLOW SWITCH WATER FLOOD INDICATOR FIRE ALARM MONITOR MODULE FIRE ALARM STROBE O.S. & Y. VALVE SEE DIAGRAM V ASPIRATING SMOKE DETECTION SYSTEM CEILING MOUNT AS PER MFR. CHIME / STROBE E FIRE ALARM SPEAKER / STROBE K FIRE ALARM SPEAKER ONLY H CONCEALED FIRE ALARM HORN / STROBE E CONCEALED FIRE ALARM SPEAKER / STROBE S CONCEALED FIRE ALARM STROBE SC SMOKE/CARBON MONOXIDE DETECTOR C CARBON MONOXIDE DETECTOR CEILING CEILING B FIRE ALARM STROBE WITH BLUE COLORED LENS (CO VISUAL ALARM) S CONCEALED FIRE ALARM STROBE WALL CLG CEILING E CONCEALED FIRE ALARM SPEAKER / STROBE WALL CLG CEILING H CONCEALED FIRE ALARM HORN / STROBE WALL CLG CEILING FIRE ALARM ANN FIRE ALARM ANNUNCIATOR PANEL 2. SEE DIAGRAM FS TS WF TW TWO-WAY COMMUNICATION SYSTEM CALL STATION TWZ TWO-WAY COMMUNICATION SYSTEM CONTROL +46"2.PANEL TELEVISION OUTLET WIRELESS ACCESS POINT, TWO CABLES TELECOMMUNICATIONS ANTENNA CEILING SPL VIA SPLITTER ABOVE CEILING VIA BDA FIBER BDA WAP ANT CEILING ABOVE CEILING ABOVE CEILING XX 6. GROUND BUS BAR +18" 6. 2. 4.+46" 2. 4.+46" 2. 4.+46" 2. 4.+46" 2. 4.+46" 2. 4.+46" 2. 4.+46" +46" 2. 4. SEE DIAGRAM, SPEC.+46" 2. 9.AS NOTED +18" OR 2. 9.AS NOTED +18" OR 2. 9.AS NOTED +18" OR 2. 9. 11.AS NOTED +18" OR 2. 9.AS NOTED +18" OR 2. 9.AS NOTED +18" OR 2. SEE SPEC. +72" AS NOTED +18" OR C 2.+94" 2. 2. 2. 2. 2. 2. 2. 2. 2. CEILING 2. +58" B BEAM DETECTOR MOUNT AS PER MFR. +46"2. ABOVE CEILING ABOVE CEILING 1. 1. +94" / CEILING +94" / CEILING +94" / CEILING +94" / CEILING +94" / CEILING +94" / +94" +94" +94" 11. 9. 11. DOORBELL CHIME +90"2. X X WAP SOLID = WALL, DASHED = CEILING WALL / PS = PUBLIC SAFETY COM = CELLULAR/COMMERCIAL IN-GRADE LIGHT FIXTURE 1.CONCRETE BASE EQUIPMENT 4-POST RACK / CABINET EQUIPMENT 2-POST RACK AS NOTED AS NOTED CLG EQUIPMENT CEILING RACK 18. SEE SPEC. 18. SEE SPEC. CEILING TELEPHONE DEMARCATION BOARD DATA OUTLET, ONE CABLE 2. 9. 11. AS NOTED DATA OUTLET, TWO CABLES DATA OUTLET, THREE CABLES +18" OR DATA OUTLET, "X" INDICATES QUANTITYX W WALL PHONE 2.AS NOTED +60" OR AS NOTED +18" OR AS NOTED +18" OR AS NOTED +18" OR 2. 9. 11. 2. 9. 11. 2. 9. 11. R FIRE ALARM RELAY ISOLATED GROUND RECEPTACLEIG 2. 9.AS NOTED +18" OR M UTILITY METER / CT CABINET 6.+72" MULTIPLE SYSTEM SYMBOLS F JUNCTION BOX ('F' IN FLOOR)AS NOTEDJ S 2. 4.SINGLE POLE SWITCH +46" RECEPTACLE SWITCH PACKR ABOVE CEILING 5mA GFCI CIRCUIT BREAKER PROTECTED RECEPTACLEG A DUPLEX RECEPTACLE 9. DUPLEX RECEPTACLE WEATHERPROOF RECEPTACLEWP GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE DUPLEX RECEPTACLE EMERGENCY POWER (RED) FOURPLEX RECEPTACLE UPPER OUTLET SWITCH CONTROLLEDDUPLEX RECEPTACLE 2. 9.AS NOTED +18" OR SIMPLEX RECEPTACLE GROUND FAULT INTERRUPTER FOURPLEX RECEPT 13. 2. 9.AS NOTED +18" OR 2. 9. 11.AS NOTED +18" OR 2. 9.AS NOTED +24" OR 2. 9.AS NOTED +18" OR 2. 9. 11.AS NOTED +18" OR 2. 9. 11.AS NOTED +18" OR 2. 9. AS NOTED +18" OR F S MOTOR OUTLET EQUIP. TO SUIT PUSHBUTTON +46"2. NON-FUSED DISCONNECT SWITCH +60"5. 6. FUSED DISCONNECT SWITCH MANUAL STARTER THERMAL OVERLOAD SWITCH WITH PILOT LIGHT T VARIABLE FREQUENCY DRIVEVFD MAGNETIC STARTER / DISCONNECT COMBINATION MAGNETIC STARTER B BREAKER DISCONNECT SWITCH +60"5. 6. +60"5. 6. +46"2. +60"6. 7. +60"6. 7. +66"6. 2. ABBREV. DESCRIPTION ABBREV. DESCRIPTION ABBREVIATIONS INDEX #NUMBER AC ALTERNATING CURRENT A.F.F. ABOVE FINISH FLOOR AIC AMPS INTERRUPTING CAPACITY AM AMPS METER AMP AMPERE ANN ANNUNCIATOR ATS AUTOMATIC TRANSFER SWITCH AUX AUXILIARY AWG AMERICAN WIRE GAUGE BC BARE COPPER BFG BELOW FINISH GRADE C CONDUIT CAB CABINET CATB COMMUNITY ANTENNA TELEVISION CATV CABLE TELEVISION CKT CIRCUIT CLG CEILING CNTR CONTRACTOR C.O. CONDUIT ONLY CRT COMPUTER TERMINAL CT CURRENT TRANSFORMER CU COPPER C/W COMPLETE WITH DB DECIBEL DC DIRECT CURRENT DWG DRAWING (E) EXISTING EC EMPTY CONDUIT EG EMERGENCY GENERATOR EMT ELECTRICAL METALLIC TUBING EX EXPLOSION PROOF FACP FIRE ALARM CONTROL PANEL FC FOOT CANDLE FT FOOT GFI GROUND FAULT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HP HORSE POWER HZ HERTZ IG ISOLATED GROUND IMC INTERMEDIATE METALLIC CONDUIT IN INCH J-BOX JUNCTION BOX KV KILOVOLT KVA KILOVOLT AMPERES KVAR KILOVARS KW KILOWATT LRA LOCKED ROTOR AMPS LTG LIGHTING MNF MANUFACTURER MAX MAXIMUM MB MAIN BUS MCC MOTOR CONTROL CENTER MCM 1000 CIRCULAR MILLS MH MANHOLE MIC MICROPHONE MIN MINIMUM MTG MOUNTING MTR MOTOR N/A NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECT. MANUFAC. ASSOC. IFC INTERNATIONAL FIRE CODE NFPA NATIONAL FIRE PROTECTION ASSOC. N.I.C. NOT IN CONTRACT NO NORMALLY OPENED NTS NOT TO SCALE OS & Y OUTSIDE SCREW & YOKE PB PUSHBUTTON PF POWER FACTOR PFR PHASE FAILURE RELAY PNL PANEL PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE CONDUIT (R) RELOCATE RECEP RECEPTACLE REQ REQUIREMENT RLA RATED LOAD AMPS RMS ROOT MEAN SQUARE SE SERVICE ENTRANCE SPEC SPECIFICATIONS SPKR SPEAKER SS SELECTOR SWITCH SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TTB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET TV TELEVISION TYP TYPICAL UG UNDERGROUND RMP ROCKY MOUNTAIN POWER UPS UNINTERRUPTED POWER SUPPLY V VOLT (KV-KILOVOLT) VA/R VOLT-AMPS/REACTIVE VM VOLT METER W WATTS W/WITH WH WATTHOUR METER W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER XFMR SW TRANSFER SWITCH XP EXPLOSION PROOF 1P SINGLE-PHASE 2P TWO-POLE 3P THREE-POLE 4P FOUR-POLE ∅PHASE GENERAL NOTES 1. CONSULT ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. 2. VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH IN. CONSULT ALL APPLICABLE CONTRACT DRAWINGS AND SHOP DRAWINGS TO INSURE NEC CODE CLEARANCES REQUIRED AROUND ALL ELECTRICAL EQUIPMENT. 3. CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTION REQUIREMENTS, ETC) OF ALL EQUIPMENT FURNISHED UNDER ALL DIVISIONS, INCLUDING ALL EXISTING EQUIPMENT TO BE RE-USED. REVIEW ALL SHOP DRAWINGS AND EXISTING EQUIPMENT BEFORE BEGINNING ROUGH-IN. 4. SEE SECTION 265100 (16510) OF THE SPECIFICATION FOR REQUIRED COORDINATION MEETINGS WITH MECHANICAL AND CEILING CONTRACTORS. 5. SEE APPLICABLE SHOP DRAWINGS FOR ROUGH IN LOCATION OF ALL EQUIPMENT, WIRING DEVICES, ETC. WHERE APPLICABLE MOUNT ALL WIRING DEVICES ABOVE BACK SPLASH EXCEPT THOSE SERVING UNDER COUNTER EQUIPMENT. 6. SEE SPECIFICATION FOR ENERGY SAVING LAMP AND BALLAST REQUIREMENTS. 7. FINISHES OF ALL LIGHT FIXTURES SHALL BE AS SELECTED BY ARCHITECT. 8. THE ELECTRICAL CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE MECHANICAL CONTRACTOR SUCH THAT NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO THE OPERATION OF THE ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED IN, ENTER OR PASS THRU ELECTRICAL ROOMS OR SPACES, OR ABOVE OR BELOW ELECTRICAL EQUIPMENT IN OTHER AREAS. 9. ELECTRICAL BOXES SHALL NOT BE LOCATED IN MASONRY COLUMNS IN BRICK WALLS OR IN GROUTED CELLS ADJACENT TO OPENINGS. COORDINATE LOCATION OF BOXES WITH MASONRY CONTRACTOR. 10. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS, AND CEILINGS SHALL BE SEALED WITH APPROVED MATERIAL TO MAINTAIN FIRE RATING OF SURFACE PENETRATED. 11. CONTRACTOR SHALL VERIFY FURNITURE LAYOUT PRIOR TO ANY FLOORBOX OR POKE-THRU INSTALLATION. COORDINATE EXACT LOCATION OF FLOOR BOX OR POKE-THRU WITH OWNER AND FURNITURE PROVIDER PRIOR TO ROUGH-IN. 12. CIRCUITS EXTENDING OVER 70' FOR 120 VOLT AND 115' FOR 277 VOLT 20 AMP CIRCUITS SHALL BE RUN WITH CONDUCTORS PER TABLE BELOW. A. THESE ARE BASED ON MAXIMUM LENGTH OF CIRCUIT. B. PERFORM VOLTAGE DROP CALCULATIONS AND PROVIDE CONDUCTOR SIZE TO KEEP BRANCH CIRCUIT VOLTAGE DROP LESS THAN 3% WITH A 15 AMP LOAD. C. CONTRACTOR SHALL ENSURE THAT THE INSTALLATION OF EACH BRANCH CIRCUIT STAYS WITHIN 3% VOLTAGE DROP FOR A 15 AMP LOAD. IF NECESSARY,CONTRACTOR SHALL INCREASE WIRE AND CONDUIT SIZE TO MEET THE STANDARD AT NO ADDITIONAL COST TO OWNER. MAXIMUM LENGTH 20 AMP MINIMUM BRANCH CIRCUIT CONDUCTOR SIZING BRANCH CIRCUIT VOLTAGE CONDUCTOR LENGTH (FT) 120 VOLT 277 VOLT <70 MIN. #12 AWG 70 - 115 115 - 170 170 - 270 271 - 380 >380 MIN. #12 AWG MIN. #10 AWG MIN. #12 AWG MIN. #8 AWG MIN. #10 AWG MIN. #6 AWG MIN. #8 AWG NOTE B MIN. #8 AWG NOTE B NOTE B UPPER OUTLET SWITCH CONTROLLEDDUPLEX RECEPTACLE 2. 9.AS NOTED +18" OR num. description date STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:36 PM MO B E T T A H S ( T I ) EL E C T R I C A L S P E C I F I C A T I O N S E002 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D ELECTRICAL SPECIFICATIONS ELECTRICAL GENERAL PROVISIONS • DESCRIPTION OF WORK: EXTENT OF ELECTRICAL WORK IS INDICATED ON DRAWINGS. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SUPERVISION AND SERVICE NECESSARY FOR A COMPLETE ELECTRICAL SYSTEM. WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING ITEMS: • ELECTRICAL CONNECTIONS FOR EQUIPMENT • GROUNDING • CONDUIT RACEWAY • CONDUCTORS AND CABLES • ELECTRICAL BOXES AND FITTINGS • SUPPORTING DEVICES • ELECTRICAL SEISMIC CONTROL • WIRING DEVICES • PANELBOARDS • LIGHT FIXTURES • ELECTRICAL IDENTIFICATION • TELECOMMUNICATIONS (RACEWAY) • FIRE ALARM AND DETECTION SYSTEMS • LIGHTING CONTROLS • VISIT THE SITE DURING THE BIDDING PERIOD TO DETERMINE EXISTING CONDITIONS AFFECTING ELECTRICAL AND OTHER WORK. ALL COSTS ARISING FROM SITE CONDITIONS AND/OR PREPARATION SHALL BE INCLUDED IN THE BASE BID. NO ADDITIONAL CHARGES WILL BE ALLOWED DUE TO INADEQUATE SITE INSPECTION. • QUALITY ASSURANCE: PERFORM WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). COMPLY WITH REQUIREMENTS OF STATE AND LOCAL ORDINANCES. OBTAIN ALL PERMITS, INSPECTIONS, ETC. FROM AUTHORITY HAVING JURISDICTION (AHJ). EMPLOY ONLY QUALIFIED CRAFTSMEN WITH AT LEAST THREE YEARS OF EXPERIENCE. WORKMANSHIP SHALL BE NEAT, HAVE A GOOD MECHANICAL APPEARANCE AND CONFORM TO BEST ELECTRICAL STATE CONTRACTING LICENSE. PROVIDE EQUIPMENT AND MATERIAL THAT ARE UNDERWRITERS LABORATORIES INC. (UL) LISTED AND LABELED. • OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL AND EQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATED INTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTS FOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE INCLUDED IN THE CONTRACT SUM. • THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLER FURNISHED THE MATERIALS OR EQUIPMENT. • THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER FURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILL INSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITH THE TRANSPORT COMPANY AND THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OF MANUFACTURER'S WARRANTIES AND BONDS TO THE INSTALLER. • THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING AND HANDLING OWNER FURNISHED ITEMS AT THE SITE. THE INSTALLER IS RESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROM DAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS OPERATIONS. • SUBMITTALS: AFTER THE CONTRACT IS AWARDED BUT PRIOR TO MANUFACTURE OR INSTALLATION OF ANY EQUIPMENT, PREPARE COMPLETE SHOP DRAWINGS. • PROVIDE SUBMITTALS IN PORTABLE DOCUMENT FORMAT (PDF). • DOCUMENTS MUST BE ELECTRONICALLY BOOKMARKED AND KEYWORD SEARCHABLE USING ADOBE ACROBAT (HTTP://WWW.ADOBE.COM/ACROBAT) OR BLUEBEAM REVU (HTTP://WWW.BLUEBEAM.COM) FOR EACH RELEVANT SECTION. (I.E. INCLUDE ELECTRONIC BOOKMARKS SEPARATING “LIGHT FIXTURES” FROM “PANELBOARDS”.) • ELECTRONICALLY HIGHLIGHT ALL OPTIONS FOR LIGHT FIXTURES, ELECTRICAL EQUIPMENT, ETC. MANUAL HIGHLIGHTING AND SCANNING OF THE DOCUMENTS IS NOT ACCEPTABLE AND WILL NOT BE REVIEWED. • PROVIDE ONLY COMPLETED CUTSHEETS FOR ALL FIXTURE AND EQUIPMENT TYPES. BLANK CUTSHEETS SUBMITTED WITH A SCHEDULE ARE NOT ACCEPTABLE AND WILL NOT BE REVIEWED. • A MAXIMUM OF ONE SUBMITTAL PER SPECIFICATION SECTION IS ALLOWED. IT IS NOT ACCEPTABLE TO PROVIDE A PRODUCT BY PRODUCT SUBMITTAL. SINGLE PRODUCT BY PRODUCT SUBMITTALS WILL NOT BE REVIEWED. • ELECTRICAL CONNECTIONS FOR EQUIPMENT • GROUNDING • CONDUIT RACEWAY • CONDUCTORS AND CABLES • ELECTRICAL BOXES AND FITTINGS • SUPPORTING DEVICES • ELECTRICAL SEISMIC CONTROL • WIRING DEVICES • PANELBOARDS • LIGHT FIXTURES • ELECTRICAL IDENTIFICATION • TELECOMMUNICATIONS (RACEWAY) • FIRE ALARM AND DETECTION SYSTEMS • LIGHTING CONTROLS • RECORD DRAWINGS:MAINTAIN ON A DAILY BASIS, A COMPLETE SET OF RECORD DRAWINGS, REFLECTING AN ACCURATE DIMENSIONAL RECORD OF ALL BURIED OR CONCEALED WORK. MARK RECORD DRAWINGS TO SHOW THE PRECISE LOCATION OF CONCEALED WORK AND EQUIPMENT, INCLUDING CONCEALED OR EMBEDDED CONDUIT AND JUNCTION BOXES AND ALL CHANGES AND DEVIATIONS IN THE WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS. • OPERATION AND MAINTENANCE MANUALS:PROVIDE OPERATING INSTRUCTION AND MAINTENANCE DATA BOOKS FOR ALL EQUIPMENT AND MATERIALS FURNISHED UNDER THIS DIVISION. • GUARANTEE:ENSURE THAT ELECTRICAL SYSTEMS INSTALLED UNDER THIS CONTRACT IS IN PROPER WIRING ORDER AND IN COMPLIANCE WITH DRAWINGS, SPECIFICATIONS, AND/OR AUTHORIZED CHANGES. WITHOUT ADDITIONAL CHARGE, REPLACE ANY WORK OR MATERIALS WHICH DEVELOP DEFECTS, EXCEPT FROM ORDINARY WEAR AND TEAR, WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. • FIRE PROTECTION SEALS:SEAL ALL PENETRATIONS FOR WORK OF THIS SECTION THROUGH FIRE RATED FLOORS, WALLS, AND CEILINGS TO PREVENT THE SPREAD OF SMOKE, FIRE, TOXIC GAS, OR WATER THROUGH THE PENETRATION EITHER BEFORE, DURING AND AFTER FIRE. • POWER OUTAGES:ALL POWER OUTAGES REQUIRED FOR EXECUTION OF THIS WORK SHALL OCCUR DURING THE NON-STANDARD WORKING HOURS AND AT THE CONVENIENCE OF THE OWNER. INCLUDE ALL COSTS FOR OVERTIME WORK IN BID. FEES • OBTAIN AND PAY FOR ANY AND ALL PERMITS REQUIRED BY ALL LAWS AND REGULATIONS AND PUBLIC AUTHORITY HAVING SUCH JURISDICTION. ELECTRICAL CONNECTION FOR EQUIPMENT • VERIFY EXACT LOAD AND LOCATION OF ALL EQUIPMENT BEFORE ROUGH-IN FOR EACH ELECTRICAL CONNECTION. PROVIDE COMPLETE ASSEMBLY OF MATERIAL, INCLUDING BUT NOT NECESSARILY LIMITED TO, RACEWAYS, CONDUCTORS, CORDS, CORD CAPS, PLUGS, WIRING DEVICES, PRESSURE CONNECTORS, TERMINALS (LUGS), ELECTRICAL INSULATING TAPE, HEAT-SHRINKABLE INSULATING TUBING, CABLE TIES, SOLDERLESS WIRE NUTS, AND OTHER ITEMS AND ACCESSORIES AS NEEDED TO COMPLETE SPLICES, TERMINATIONS, AND CONNECTIONS AS REQUIRED. FOR PERMANENTLY INSTALLED FIXED EQUIPMENT, PROVIDE FLEXIBLE SEAL-TITE CONNECTION. FOR MOVABLE AND/OR PORTABLE EQUIPMENT, PROVIDE WIRING DEVICE, CORD CAP, AND MULTI- CONDUCTOR CORD. GROUNDING • PROVIDE GROUNDING AND BONDING OF ALL ELECTRICAL AND COMMUNICATION APPARATUS, MACHINERY, APPLIANCES, BUILDING COMPONENTS, AND ITEMS REQUIRED BY THE NEC TO PROVIDE A PERMANENT, CONTINUOUS LOW IMPEDANCE, GROUNDING SYSTEM. PROVIDE AN NEC BONDING/GROUNDING CONDUCTOR IN ALL RACEWAYS USED FOR POWER DISTRIBUTION. CONDUIT RACEWAYS • PROVIDE METAL CONDUIT, TUBING, AND FITTINGS OF TYPES, GRADES, SIZES, AND WEIGHTS (WALL THICKNESS) AS REQUIRED; WITH MINIMUM TRADE SIZE OF 3/4". INSTALL ELECTRICAL RACEWAY SYSTEMS IN ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS AND APPLICABLE REQUIREMENTS OF NEC AND NECA “STANDARD OF INSTALLATION” IN ACCORDANCE WITH THE FOLLOWING: • FEEDERS: INSTALL FEEDERS RATED 100 AMPS AND GREATER, IN ELECTRICAL METTALIC CONDUIT (EMT); WHERE BURIED BELOW GRADE, INSTALL IN CONCRETE ENCASED NON-METALLIC CONDUIT OR DUCT (SCHEDULE 40 PVC). • BRANCH CIRCUITS, AND INDIVIDUAL EQUIPMENT CIRCUITS RATED LESS THAN 100 AMPS: INSTALL IN ELECTRICAL METALLIC TUBING (EMT). WHERE LOCATED IN POURED WALLS, BELOW CONCRETE SLAB-ON-GRADE, OR IN EARTH FILL, INSTALL IN NON- METALLIC PLASTIC DUCT (SCHEDULE 40 PVC). ENCASE NON-METALLICPLASTIC DUCT1-1/4" AND LARGER IN CONCRETE. • PROVIDE RIGID METAL CONDUIT (RMC) FOR ALL BENDS IN BURIED CONDUIT GREATER THAN 30 DEGREES. PROVIDE PROTECTIVE COATING FOR RIGID METAL CONDUIT BENDS. INSTALL FLEXIBLE CONDUIT FOR CONNECTIONS OF MOTORS, TRANSFORMERS, AND OTHER ELECTRICAL EQUIPMENT WHERE SUBJECT TO MOVEMENT AND VIBRATIONS. PROVIDE OZ, EXPANSION FITTINGS ON ALL CONDUITS CROSSING BUILDING EXPANSION JOINTS, BOTH IN SLAB AND SUSPENDED. • PROVIDE SURFACE RACEWAYS OF SIZES AND CHANNELS INDICATED. PROVIDE FITTINGS THAT MATCH AND MATE WITH RACEWAY. CONDUCTORS AND CABLES • ALL CONDUCTORS SHALL BE COPPER AND OF THE AWG SIZE AND TYPE SHOWN ON THE DRAWINGS. WHERE NO SIZE OR TYPE IS SHOWN, CONDUCTORS SHALL NOT BE LESS THAN #12 TYPE XHHW, THHN OR THWN. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED COPPER AND HAVE 600 VOLT INSULATION; BE UL LABELED AND OF AMERICAN MANUFACTURER. • ALL CONNECTIONS ARE TO BE MADE USING PRESSURE TYPE TERMINALS. • THE FOLLOWING COLOR CODE SHALL BE USED: 120/240VOLT 120/208 VOLT 277/480 VOLT PHASE A BLACK BLACK BROWN PHASE B RED RED ORANGE PHASE C BLUE BLUE YELLOW NEUTRAL WHITE WHITE GRAY GROUND GREEN GREEN GREEN • CONDUCTORS NO.10 AWG OR SMALLER SHALL HAVE INSULATION COLORED AS NOTED ABOVE. • CONDUCTORS NO.8 AWG OR LARGER SHALL HAVE INSULATION COLORED AS NOTED ABOVE OR COLORED TAPE, MINIMUM SIZE 1/2", WRAPPED TWICE AROUND AT THE FOLLOWING POINTS: 1. AT EACH TERMINAL. 2. AT EACH CONDUIT ENTRANCE. 3. AT INTERVALS NOT MORE THAN 12 INCHES APART IN ALL BOXES, PANEL TUBS, SWITCHBOARDS, ETC. • ALL BRANCH CIRCUTS SHALL BE MARKED IN THE PANEL BOARD GUTTERS. MARKERS SHALL INDICATE CORRESPONDING BRANCH-CIRCUT NUMBERS. • EACH BRANCH CIRCUIT REQUIRING A NEUTRAL SHALL BE FURNISHED WITH A SEPARATE INDIVIDUAL NEUTRAL CONDUCTOR. ELECTRICAL BOXES AND FITTINGS • PROVIDE ONE PIECE GALVANIZED FLAT ROLLED SHEET STEEL INTERIOR OUTLET WIRING BOXES, CORROSION-RESISTANT CAST-METAL WEATHERPROOF OUTLET WIRING BOXES, CODE-GAGE SHEET STEEL JUNCTIONS AND PULL BOXES, CAST- IRON WATERPROOF ADJUSTABLE FLOOR BOXES, GALVANIZED CAST-METAL CONDUIT BODIES, CORROSION-RESISTANT PUNCHED-STEEL BOX KNOCKOUT CLOSURES, CONDUIT LOCKOUTS AND MALLEABLE STEEL CONDUIT BUSHINGS AND OFFSET CONNECTORS, AND ALL ACCESSORIES AS REQUIRED TO SUIT EACH RESPECTIVE LOCATION AND INSTALLATION. FASTEN BOXES RIGIDLY TO SUBSTRATES OR STRUCTURAL SURFACES TO WHICH ATTACHED, OR SOLIDLY EMBED ELECTRICAL BOXES IN CONCRETE OR MASONRY. USE BAR HANGERS FOR STUD CONSTRUCTION. SUPPORTING DEVICES • PROVIDE SUPPORTS, ANCHORS, SLEEVES AND SEALS AS REQUIRED FOR A COMPLETE RACEWAY SUPPORT SYSTEM, INCLUDING BUT NOT LIMITED TO: CLEVIS HANGERS, RISER CLAMPS, C-CLAMPS, BEAM CLAMPS, ONE AND TWO HOLE CONDUIT STRAPS, OFFSET CONDUIT CLAMPS, EXPANSION ANCHORS, TOGGLE BOLTS, THREADED RODS, U-CHANNEL STRUT SYSTEM, AND ALL ASSOCIATED ACCESSORIES. INSTALL IN ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS AND WITH RECOGNIZED INDUSTRY PRACTICES TO INSURE SUPPORTING DEVICES COMPLY WITH REQUIREMENTS. PROVIDE RIGID ATTACHMENT OF ALL FLOOR MOUNTED EQUIPMENT TO THE FLOOR SLAB OR STRUCTURAL SYSTEM.. WIRING DEVICES • PROVIDE GRADE FACTORY-FABRICATED WIRING DEVICES, IN TYPES, AND ELECTRICAL RATINGS FOR APPLICATIONS INDICATED AND COMPLYING WITH NEMA STDS PUB NO. WD-1. PROVIDE HEAVY DUTY SPECIFICATION GRADE, 20- AMPERES RATED, GROUNDING TYPE CONVENIENCE OUTLETS,. PROVIDE 20-AMPERES RATED LIGHTING CONTROL SWITCHES. CONSTRUCT WIRING DEVICE OF HEAVY DUTY HIGH IMPACT NYLON AND PROVIDE COVER PLATES TO MATCH. PROVIDE BLACK OUTLETS AND COVERPLATES IN ALL SERVICE AND DINING AREAS. PROVIDE WHITE IN KITCHEN. ALL RECEPTACLES IN AREAS OUTSIDE OF KITCHEN AT 5'-6" AND BELOW, SHALL BE TAMPER-RESISTANT. MOUNTING • GROUND MOUNTING: PROVIDE 4" HIGH CONCRETE PAD AND BOLT EQUIPMENT TO PAD. PROVIDE VIBRATION ISOLATION PADS • WALL OR TRAPEZE MOUNTED: FOLLOW ALL MANUFACTURERS INSTALLATIONS INSTRUCTIONS AND COORDINATE WITH SEISMIC REQUIREMENTS. MOTOR STARTERS • PROVIDE FACTORY ASSEMBLED, AC-NON-REVERSING MAGNETIC STARTERS RATED AT 600V WITH THERMAL OVERLOAD PROTECTION IN ALL PHASES. MOUNT HAND-OFF-AUTO SWITCH, RED PILOT LIGHT, AND RESET BUTTON IN FACE OF ENCLOSURE. PROVIDE NEMA ENCLOSURE RATINGS BASED ON LOCATION OF INSTALLATION. MOTOR AND CIRCUIT DISCONNECTS • PROVIDE HEAVY-DUTY TYPE SAFETY SWITCHES; FUSIBLE OR NON-FUSIBLE AS INDICATED. PROVIDE SWITCHES RATED AT 600 VOLTS, 60 HZ; INCORPORATING QUICK-MAKE, QUICK-BREAK TYPE MECHANISMS. EQUIP WITH OPERATING HANDLE THAT IS CAPABLE OF BEING PADLOCKED IN THE OFF POSITION. PROVIDE NEMA ENCLOSURE RATINGS BASED ON LOCATION OF INSTALLATION. LIGHTING FIXTURES • PROVIDE LIGHTING FIXTURES COMPLETE WITH ALL COMPONENTS FOR EACH SIZE, TYPE, AND RATING INDICATED. THIS INCLUDES, BUT NOT LIMITED TO HOUSING, DRIVER, REFLECTORS, AND WIRING. PROVIDE ALL NECESSARY SUPPORTS, BRACKETS, AND MISCELLANEOUS EQUIPMENT FOR MOUNTING OF FIXTURES. SUPPORT ALL GRID MOUNTED FIXTURES FROM THE BUILDING STRUCTURE WITH #12 GA. STEEL WIRE ATTACHED TO EACH CORNER; INDEPENDENT OF THE CEILING SYSTEM. PROVIDE BACKING SUPPORTS. PROVIDE GYPSUM BOARD PROTECTION AS REQUIRED TO MAINTAIN FIRE RATING OF EACH CEILING IN WHICH FIXTURES ARE INSTALLED. PROVIDE ALL EXTERIOR FIXTURES WITH DAMP OR WET LOCATION LABEL AS REQUIRED BY APPLICATION. PROVIDE CLASS 2 WIRING FOR ALL FIXTURES INDICATED TO HAVE 0-10V DIMMING. ELECTRICAL IDENTIFICATION • PROVIDE ELECTRICAL IDENTIFICATION PRODUCTS FOR BURIED ELECTRICAL LINES, ARC-FLASH HAZARD LABELS (ANSI Z535.4), SOURCE OF SUPPLY LABELS, AVAILABLE FAULT CURRENT LABELS AND EMERGENCY OPERATING SIGNS TO EQUIPMENT INSTALLED AS PART OF THIS PROJECT. • PROVIDE NYLON TYPE COVERPLATES THAT MATCH DEVICES. PROVIDE METAL COVERS FOR ALL DEVICES IN UNFINISHED SPACES • PROVIDE LABELS ON COVERPLATES INDICATING SOURCE OF POWER (I.E. PANEL - CIRCUIT #). TELECOMMUNICATIONS (RACEWAY ONLY) • PROVIDE A COMPLETE RACEWAY SYSTEM INCLUDING BUT NOT LIMITED TO: RACEWAY, OUTLETS, COVERPLATES, BACKBOARDS, GROUNDING, AND MISCELLANEOUS ITEMS AS REQUIRED. • PROVIDE (1) 1" EMT CONDUIT FROM EACH TELEPHONE AND DATA DEVICE TO TELECOM RACK. COMPLY WITH NEC, BICSI AND RECOGINZED INDUSTRY PRACTICES. PROVIDE NYLON PULL CORD IN ALL INSTALLED RACEWAY. • PROVIDE (1) #6 BARE COPPER GROUND FROM EACH TELEPHONE/DATA SYSTEM TERMINAL BOARD TO THE SERVICE ENTRANCE GROUND. COIL SIX FEET OF CONDUCTOR AT EACH TERMINAL BOARD. FIRE ALARM AND DETECTIONS SYSTEMS • TIE INTO EXISTING FIRE ALARM PANEL. MODIFY EXISTING SYSTEM FOR NEW WORK. COORDINATE WITH AHJ BEFORE COMMENCING WITH WORK. LIGHTING CONTROLS PRODUCT • PROVIDE A INTERMATIC ELECTRONIC TIMER CONTROL, 4-CIRCUIT CONTROL PANEL CAT. NO. ET8415CR OR APPROVED EQUAL. DESCRIPTION • THE ELECTRONIC TIMER SHALL HAVE A MINIMUM OF 4 CONTROL ZONES. • PROGRAMMING SHALL INCLUDE INDEPENDENT 7 DAY PROGRAMMING, TO THE MINUTE, UP TO 56 EVENTS WHICH CAN BE APPLIED TO ANY COMBINATION OF CIRCUITS AND DAYS. • THE ELECTRONIC TIMER SHALL PROVIDE A 100-HOUR SUPERCAP BACKUP FOR POWER LOSS. • AUTOMATIC DAYLIGHT-SAVING TIME CORRECTIONS WITHOUT THE NEED OF USER INTERACTION. • THE ELECTRONIC CONTROLLER SHALL ALLOW INDEPENDENT DUSKIDAWN SETTINGS FOR EACH CIRCUIT AND TEMPORARY OVERRIDE OR PERMANENT MANUAL OVERRIDE. • THE CONTROLLER SHALL PERMIT LIGHTING TO BE OVERRIDDEN ON FOR AFTER HOURS USE OR CLEANING. THE CONTROLLER SHALL PROVIDE OPTIONAL SWITCH TIMER ASSIGNMENTS OR TIMED OVERRIDES. THE OVERRIDE CHOICES FOR VARIOUS RELAYS SHALL PROVIDE SPECIAL EVENT OCCURRENCES AND THE CONTROLLER SHALL RETURN TO THE PROGRAMMED STATE AFTER THE OVERRIDE EVENT. • A LIMITED 1-YEAR WARRANTY SHALL BE PROVIDED ON THE TIME CONTROLLER SYSTEMS THAT DO NOT OFFER A LIMITED 1-YEAR WARRANTY ON ALL INSTALLATIONS ARE NOT ACCEPTABLE DOCUMENTATION. THE CONTRACTOR SHALL PROVIDE ACCURATE "AS-BUILT DRAWINGS TO THE OWNER FOR CORRECT PROGRAMMING AND PROPER MAINTENANCE OF THE CONTROL SYSTEM BUILTS" SHALL INDICATE THE LOAD CONTROLLED BY EACH RELAY AND THE RELAY PANEL NUMBER. • OPERATION AND SERVICE MANUALS. THE FACTORY SHALL SUPPLY ALL OPERATION AND SERVICE MANUALS. • FACTORY SUPPORT FACTORY TELEPHONE SUPPORT SHALL BE AVAILABLE AT NO COST TO THE OWNER. FACTORY ASSISTANCE SHALL CONSIST OF SOLVING PROGRAMMING OR APPLICATION QUESTIONS CONCERNING THE CONTROL EQUIPMENT. PRODUCT • PROVIDE A LEVITON LED SLIDE DIMMER, SINGLE POLE OR 3-WAY AS REQUIRED CAT NO IP710-10/P710-D OR APPROVED EQUAL.. DESCRIPTION • DIMMER SWITCH TO PROVIDE DIMMING CONTROL OF FIXTURES INDICATED. DIMMER TO BE WIRED IN AFTER THE TIME CLOCK. • SWITCH TO BE USED WITH LED FIXTURES USING 0-10V DIMMING DRIVERS, ADVANCE MARK 7 QUICKTRONIC HELIOS OR EQUIVALENT DIMMING DRIVERS. • SWITCH SHALL BE COMPATIBLE WITH DECORA PLUS SCREWLESS AND ECORA STANDARD WALL PLATES. • SWITCH TO BE CAPABLE OF CONTROLLING UP TO 10 AMPS OF LED FIXTURE LOAD. • COMPATIBLE WITH 2019 TITLE 24 PART 6. • DUAL VOLTAGE. PRODUCT • PROVIDE A HEAVY DUTY 30A 120V, MOMENTARY, CENTER OFF, CONTACTOR TOGGLE SWITCH. LEVITON 1252 OR APPROVED EQUAL. DESCRIPTION • POSITIVE SWITCHING ACTION WITH CENTER OFF POSITION. • FULLY RATED 30AMP CURRENT. • COLOR BY ARCHITECT. TRAINING • PROVIDE ONE (1) HOUR OF VIDEO TAPED TRAINING IN ONE SESSION ON THE OPERATION AND USE OF THE LIGHTING CONTROL EQUIPMENT. num. description date STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:36 PM MO B E T T A H S ( T I ) EL E C T R I C A L C O M C H E C K E003 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D num. description date RECESSED TROFFER LAY−IN CEILING TYPICAL OF GRID MOUNT TYPE FIXTURES. 1 1 #12 GA. WIRE HANGER AT ACH CORNER OF FIXTURE TYP.) INDEPENDENT OF EILING SUPPORT SYSTEM ND IDENTIFIED AS PER PECIFICATIONS. 2 FIXTURE CLAMP. PROVIDE ONE PER SIDE PER FIXTURE. 2 RACEWAY 3/4" TO 6" (TYP.) SIZE AS REQUIRED NUTS FLAT WASHER 1/4" STEEL PLATE NUT FLAT WASHER 1/4" STEEL PLATE ALL THREAD ROD SIZE AS REQUIRED UNISTRUT CHANNEL − SIZE AS REQUIRED BY WEIGHT SUPPORTED STRUCTURAL UNIT (BEAM, JOIST, SLAB, ETC.) DO NOT SUPPORT FROM BOTTOM CORD OF STEEL TRUSSES ALL THREAD ROD−SIZE AS REQUIRED (MIN. 3/8") STRUCTURAL UNIT CONDUIT HANGER RACEWAY − 3/4" THRU 6" NUTS FLAT WASHER 1/4" STEEL PLATE NUT FLAT WASHER 1/4" STEEL PLATE ALL THREAD ROD SIZE AS REQUIRED ALL THREAD − SIZE AS REQUIRED (3/8" MINIMUM) 6" TYPICAL OUTLET BOX 12" 48" (TYP.) (TYP.) EMT EMT EMT EMT EMT C L C L NOTES: TYP. FOR WOOD AND METAL STUD ROUGH−IN. PLASTER RINGS NOT SHOWN. COORDINATE RING DEPTH TO BE FLUSH WITH FINAL FINISHED SURFACE LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCH. AND MECH. DRAWINGS, AND WITH ALL APPLICABLE SHOP DRAWINGS. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD SPACE MUST BE SEPARATED BY A MIN. OF 6" HORIZONTAL DISTANCE. ELECTRICAL BOXES INSTALLED IN FIRE RESISTANT WALLS OR PARTITIONS SHALL COMPLY WITH IBC 714.4.2 (24" SEPARATION ON OPPOSITE SIDES OR WITH FIRE STOP PUTTY ON EACH BOX.) INSULATED THROAT EMT CONNECTOR. CADDY FASTENER, THROUGH STUD CABLE/CONDUIT SUPPORT . CADDY BOX MOUNTING BRACKET . ADJUSTABLE BAR HANGER (TYP.) 6 7 8 5 4 8 7 6 5 4 3 2 1 S IC FLOOR LINE 16 " M I N . 48 " M A X I M U M TYPICAL REFLECTED CEILING HORN/STROBE INSTALL SPEAKERS AND SMOKE DETECTORS IN SAME LAY−IN TILE WHERE DEVICES ARE SHOWN IN SAME WALL SPACE, ALIGN VERTICALLY AND HORIZONTALLY AS SHOWN. COORDINATE WITH ARCHITECTURAL DRAWINGS & CABINETRY DRAWINGS 96" TYPICAL WALL SECTION J VOLUME CONTROL WALL PHONE LIGHT SWITCH OUTLET DATA OUTLET FIRE ALARM PULL STATION JUNCTION BOX OUTLET DISTANCE DETERMINED BYARCHITECT MILLWORK STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:37 PM MO B E T T A H S ( T I ) EL E C T R I C A L D I A G R A M S E060 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D NTS DIAGRAM TYP. RECESSED FIXTURE MOUNTINGA001 NTS DIAGRAM TYPICAL TRAPEZE CONDUIT RACKH001 NTS DIAGRAM TYPICAL RACEWAY SUPPORT METHODSH003 NTS DIAGRAM TYPICAL ROUGH IN REQUIREMENTSH004 NTS DIAGRAM DEVICE MOUNTING HEIGHTSR001 num. description date 'B' PANEL EXIST. 'C' PANEL EXIST. 'A' PANEL EXIST. 3"2502045*525 3 3 3 3 3 3" 3"350 350 XHHW XHHW 5004" 5004" 304 248 380 310 550 5* 535 5* XHHW 3 500 350 4" 3" 380 310 4450 3350 4435 3335 10 10 10 10 10 8 8 8 8 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 44/0 2/0 3/0 1/0 3/0 1/0 1 1 2 3 4 6 3 4 6 8 8 10 10 1" 1" 1" 1" 1" 3/4" 3/4" 1-1/2" 1-1/2" 1-1/2" 1-1/4" 2" 2" 2" 2-1/2" 250255 184 230 160 200 175 120 150 88 110 95 85 85 70 70 55 55 40 40 30 30 4/054X5* 53X 5* 2" 2" 5*51X 2"51 5* 2" 4 6 8 250 4/0 3/0 2/0 1/0 1 2 3 4 6 8 3" 3" 2-1/2" 2" 2" 1-1/2" 1-1/4" 1-1/4" 1-1/4" 1" 1" 255 230 200 175 150 110 95 85 70 55 40 4425 3325 444X 334X 443X 333X 442X 332X 441X 331X 441 331 442 332 443 333 223 444 334 224 446 336 226 448 338 228 440 330 220 30 3/4"10 10 INSULATION SIZEQUAN. CONDUCTOR AMP.TYPE 62/01402"5*52X 2-1/2" 2-1/2" 3"3505*4 3/012161200550-4 550-4 1000 1216 2/04 5* 500 4" 4"3505*3 1/0744800535-3 2 3"500 1550-2 600 608 5* 4"500411 50041804000450-11 4"50048 40030403000450-8 450-7 2500 2665 3507 4 500 4" 435-4 1200 1240 3/04 4 350 3" 450-3 1000 1140 2/03 4 500 4" 450-2 800 760 1/02 4 500 4" 2 SETS 3" TYPE CONDUCTOR QUAN.SIZE 350 1435-2 600 620 4 350-2 800 760 1/02 3 500 4" 3620600335-2 13503"2 350-3 1000 1140 2/03 3 500 4" 335-4 1200 1240 3/04 3 350 3" 3"40035 4/016751600340-5 4"4005*6 4/016751600540-6 3"40045 4/016751600440-5 440-6 2000 2010 2506 4 400 4" 446040044X-2 34/0 2-1/2"2 5*36840054X-2 34/0 3"2 COND. SIZE EQ. GND. COND. THHN THWN 4 MAX. O.C. PROT. COND. AMPS CONDUIT SIZE EQ. GND. COND. COPPER CONDUCTOR & CONDUIT SCHEDULE FOR PARALLEL RUNS CONDUCTOR & CONDUIT SCHEDULE COPPER NOTES: IN PARALLEL RUNS SIZE GND. COND. IN ACCORDANCE WITH NEC PARA. 250-122. GND. CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS * 200% NEUTRAL, DERATED TO 80% BASED ON NEC 310.15.B(5)(C) ** COPPER CONDUCTOR (XHHW) THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN THHN THWN 225A 3P EXISTING 225A 3P EXISTING 125A 3P EXISTING 50A 3P EXISTING 70A 3P EXISTING E32 E32 E32 STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:37 PM MO B E T T A H S ( T I ) ON E - L I N E D I A G R A M A N D P A N E L B O A R D S C H E D U L E S E080 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 1 ONE-LINE DIAGRAM (EXISTING) * PROVIDE 5mA GFCI CIRCUIT BREAKER ** PROVIDE ARC-FAULT CIRCUIT BREAKER NOTES: AIC RATING 10000 AMPS RMS SYSM. 77 A 78 A 120 A AMPS/PHASE 32898 VA 9226 9322 14350 TOTAL (VA)CONNECTED LOAD TOTAL 43 44 *K-304, MERCHANDISER, SEL... 25 A 1 12 41 1920 42 39 2683 40 -- -- -- -- -- -- -- -- 37 2413 2683 38 8 2 40 A *K-202, CONVECTION OVENS... *K-411, DROP-IN... 35 A 2 10 35 2413 456 36 12 1 15 A *K-412, DROP IN, COLD WELL 33 34 31 32 -- -- -- -- 29 780 1383 30 -- -- -- -- *K-504, HEATED CABINET,... 15 A 2 12 27 780 1383 28 12 2 20 A *K-420, FOUR (4) WELL HOT... *K-301, MEGA TOP UNIT 15 A 1 12 25 456 614 26 -- -- -- -- *K-700, PRODIGY ICE MACHINE 30 A 1 10 23 2088 614 24 12 2 15 A *K-410, DROP-IN... *K-306, UNDERCOUNTER... 15 A 1 12 21 456 22 19 20 ***SHUNT TRIP 20 A 1 -- 17 0 2088 18 10 1 30 A *K-700, PRODIGY ICE MACHINE H-1, HOOD 25 A 1 12 15 1800 16 *K-998, P.O.S 15 A 1 12 13 1080 0 14 -- 1 20 A ***SHUNT TRIP *K-911, MINI TWIN BUBBLER 15 A 1 12 11 792 1000 12 12 1 15 A H-2, HOOD *K-502, PORTABLE... 15 A 1 12 9 756 972 10 12 1 15 A *K-998, P.O.S *K-502, PORTABLE... 15 A 1 12 7 756 792 8 12 1 15 A *K-911, MINI TWIN BUBBLER K-100, WALK-IN COOLER 15 A 1 12 5 240 576 6 12 1 15 A *K-302,... K-102, WALK-IN EVAPORATOR 15 A 1 12 3 192 300 4 12 1 15 A *K-303, REFRIGERATOR,... *K-996, BAG-N-BOX 15 A 1 12 1 180 252 2 12 1 15 A *K-300, UNDERCOUNTER... ITEM AMPS POLE WIRE SIZE CIR. NO.A B C A B C CIR. NO. WIRE SIZE POLE AMPS ITEM BRANCH BREAKERS SPD 200% NEUTRAL ISO GROUND AMP:225 A X DOOR-IN-DOOR BUSSING:ALUMINUM FED FROM:SUBFEED LUGS MOUNTING:FLUSH LOCATION:Space 120 MAINS:MLO PANEL:A TYPE:NEMA 1 VOLTS:120/208 Y PHASE:3 WIRES:4 PANELBOARD SCHEDULE * PROVIDE 5mA GFCI CIRCUIT BREAKER ** PROVIDE ARC-FAULT CIRCUIT BREAKER NOTES: AIC RATING 10000 AMPS RMS SYSM. 128 A 128 A 128 A AMPS/PHASE 46021 VA 15345 15352 15324 TOTAL (VA)CONNECTED LOAD TOTAL 41 42 39 40 37 38 35 36 33 5188 34 -- -- -- -- 31 5188 32 -- -- -- -- -- -- -- -- 29 5188 5188 30 6 3 70 A RTU-2, NEW ROOF TOP UNIT -- -- -- -- 27 5188 1801 28 -- -- -- -- RTU-1, NEW ROOFTOP UNIT 70 A 3 6 25 5188 1801 26 -- -- -- -- -- -- -- -- 23 718 1801 24 12 3 35 A MAU-1, MAKE UP AIR UNIT EF-2, EXHAUST FAN 15 A 2 12 21 718 988 22 -- -- -- -- 19 988 20 12 2 15 A EF-1, EXHAUST FAN AC-2, EXISTING AIR CURTAIN 15 A 1 12 17 624 720 18 12 1 20 A RECEPT 15 16 WH-2, TANKLESS WATER... 15 A 1 12 13 480 1000 14 12 1 20 A EXT. MENU BOARD AND SPEAKER CM-1, CO2 MONITOR 15 A 1 12 11 360 480 12 12 1 15 A WH-2, TANKLESS WATER HEATER CONV. REC. OFFICE 20 A 1 12 9 1260 10 WS-1, WATER SOFTNER 15 A 1 12 7 180 360 8 12 1 15 A CO-1, CO2 EF-3, EXHAUST FAN 15 A 1 12 5 65 180 6 10 1 20 A RECEPT RCP-1, RECIRC PUMP 15 A 1 12 3 60 155 4 10 1 20 A PEND/TRACK/FEST. DINING AREA AC-1, AIR CURTAIN 15 A 1 12 1 16 144 2 12 1 20 A DOWNLIGHTS DINING AREA ITEM AMPS POLE WIRE SIZE CIR. NO.A B C A B C CIR. NO. WIRE SIZE POLE AMPS ITEM BRANCH BREAKERS SPD 200% NEUTRAL ISO GROUND AMP:125 A X DOOR-IN-DOOR BUSSING:ALUMINUM FED FROM:SUBFEED LUGS MOUNTING:FLUSH LOCATION:Space 120 MAINS:MLO PANEL:C TYPE:NEMA 1 VOLTS:120/208 Y PHASE:3 WIRES:4 PANELBOARD SCHEDULE * PROVIDE 5mA GFCI CIRCUIT BREAKER ** PROVIDE ARC-FAULT CIRCUIT BREAKER NOTES: AIC RATING 10000 AMPS RMS SYSM. 0 A 0 A 0 A AMPS/PHASE 0 VA 0 0 0 TOTAL (VA)CONNECTED LOAD TOTAL 43 44 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 ITEM AMPS POLE WIRE SIZE CIR. NO.A B C A B C CIR. NO. WIRE SIZE POLE AMPS ITEM BRANCH BREAKERS SPD 200% NEUTRAL ISO GROUND AMP:225 A X DOOR-IN-DOOR BUSSING:ALUMINUM FED FROM:SUBFEED LUGS MOUNTING:FLUSH LOCATION:Space 120 MAINS:MLO PANEL:B TYPE:Type 1 VOLTS:120/208 Y PHASE:3 WIRES:4 PANELBOARD SCHEDULE CONNECTION TYPE NOTES: 1. NON-FUSED DISCONNECT SWITCH 2. FUSED DISCONNECT SWITCH 3. BREAKER IN ENCLOSURE 4. MANUAL STARTER WITH THERMAL OVERLOAD 5. MAGNETIC STARTER 6. MAGNETIC STARTER/NON-FUSED DISCONNECT COMBINATION 7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION 8. MAGNETIC STARTER/BREAKER COMBINATION 9. VARIABLE FREQUENCY DRIVE 10. REDUCED VOLTAGE STARTER 11. DIRECT CONNECTION 12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC. 13. TWO-SPEED STARTER. COORDINATE WITH MOTOR TYPE 14. SOLID STATE SOFT-STARTER RESPONSIBILITY LEGEND: A. FURNISHED, INSTALLED AND CONNECTED UNDER DIVISION 26(16) B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION. REQUIRED CONNECTION UNDER DIVISION 26(16) C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND CONNECTED UNDER DIVISION 26(16) D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION __________________________________________________________________________ CB = CIRCUIT BREAKER NOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE LARGER THAN THE PHASE CONDUCTOR NOTE 2: OVERCURRENT PROTECTION DEVICE (OCPD) SHOWN IS LOCATED AT POWER PANEL. ALL FUSING TO BE SIZED IN ACCORDANCE WITH FUSE MFR RECOMMENDATION FOR MOTOR NAME PLATE RATING. NOTE 3: ALL EQUIPMENT TO BE RATED FOR THE ENVIRONMENT FOR WHICH IT IS INSTALLED. EQUIPMENT SCHEDULE UNIT #DESCRIPTION ELECTRICAL EQUIPMENT INFORMATION CO N D U I T S I Z E WIRE OCPD ST A R T E R / D I S C / V F D OT H E R ( S E E N O T E S ) REMARKS LOAD VO L T A G E PH A S E F U L L L O A D A M P S SE T S QT Y SI Z E EQ . G R O U N D TY P E AM P S HP FL A MC A VA AC 1 AIR CURTAIN 0.00 16.4 A 0 A 16 VA 120 V 1 0 A 3/4" 1 2 12 12 CB 15 A 4 A AC 2 EXISTING AIR CURTAIN 0.00 5.2 A 0 A 0 VA 120 V 1 5 A 3/4" 1 2 12 12 CB 15 A 4 A CM 1 CO2 MONITOR 0.00 3 A 0 A 0 VA 120 V 1 3 A 3/4" 1 2 12 12 CB 15 A 12 A CO 1 CO2 0.00 3 A 0 A 0 VA 120 V 1 3 A 3/4" 1 2 12 12 CB 15 A 12 A EF 1 EXHAUST FAN 0.00 9.5 A 0 A 0 VA 208 V 1 10 A 3/4" 1 2 12 12 CB 15 A 4 A EF 2 EXHAUST FAN 0.00 6.9 A 0 A 0 VA 208 V 1 7 A 3/4" 1 2 12 12 CB 15 A 4 A EF 3 EXHAUST FAN 0.00 0 A 0 A 65 VA 120 V 1 1 A 3/4" 1 2 12 12 CB 15 A 4 A H 1 HOOD 0.00 0 A 0 A 1800 VA 120 V 1 15 A 3/4" 1 2 12 12 CB 25 A 11 A H 2 HOOD 0.00 0 A 0 A 1000 VA 120 V 1 8 A 3/4" 1 2 12 12 CB 15 A 11 A MAU 1 MAKE UP AIR UNIT 0.00 15 A 0 A 0 VA 208 V 3 15 A 3/4" 1 3 12 12 CB 35 A 2 A RCP 1 RECIRC PUMP 0.00 0.5 A 0 A 0 VA 120 V 1 1 A 3/4" 1 2 12 12 CB 15 A 4 A RTU 1 NEW ROOFTOP UNIT 0.00 0 A 54 A 0 VA 208 V 3 43 A 3/4" 1 3 6 8 CB 70 A 2 A RTU 2 NEW ROOF TOP UNIT 0.00 0 A 54 A 0 VA 208 V 3 43 A 3/4" 1 3 6 8 CB 70 A 2 A WH 2 TANKLESS WATER HEATER 0.00 4 A 0 A 0 VA 120 V 1 4 A 3/4"1 2 12 12 CB 15 A 12 A WH 2 TANKLESS WATER HEATER 0.00 4 A 0 A 0 VA 120 V 1 4 A 3/4"1 2 12 12 CB 15 A 12 A WS 1 WATER SOFTNER 0.00 0 A 0 A 180 VA 120 V 1 2 A 3/4" 1 2 12 12 CB 15 A 12 A num. description date SHEET KEYNOTES E32 ELECTRICAL CONTRACTOR TO REUSE EXISTING BREAKERS/CIRCUITING WHERE POSSIBLE. A B 'C' 'A' 'RP'C-4 (RP-2) TX-B C-4 (RP-2) TX-B C-4 (RP-2) TX-F C-4 (RP-2) TX-E C-4 (RP-2) TX-B C-4 (RP-2) TX-C C-4 (RP-2) SL-1 C-4 (RP-2) SL-1 C-4 EX-1 'T C - 2 ' 'T C - 1 ' 'b' C-4 EX-1 C-2 (RP-1) DX-1E C-2 (RP-1) DX-1E C-2 (RP-1) DX-1 C-2 (RP-1) DX-1 C-2 (RP-1) DX-1 C-2 (RP-1) DX-1 C-2 (RP-1) DX-1 C-2 (RP-1) DX-1E C-4 (RP-2) TH-7 C-4 (RP-2) TH-7 C-4 (RP-2) TH-7 TR TR C-4 (RP-3) TH-7 C-4 (RP-3) TH-7 C-4 (RP-3) TH-7 TR C-4 (RP-2) TH-7 C-4 (RP-2) TH-7 C-4 (RP-2) TH-7 1 2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2D2 D2 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D2 D2 D1 D1 D2 D2 D2 D2 D1 'B' 'a' 'a' 'a' 'a' 'a' 'a' 'a' 'a' 'a' 'a' 'a''a' 'a' 'a' 'a' STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:38 PM MO B E T T A H S ( T I ) LI G H T I N G P L A N E221 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET KEYNOTES D1 ELECTRICAL CONTRACTOR TO REMOVE EXISTING 2X4 FIXTURES AND REPLACE WITH NEW 2X4 FIXTURE. REUSE/EXTEND CIRCUITING WHERE POSSIBLE. D2 EXISTING LIGHT FIXTURE TO REMAIN. ELECTRICAL CONTRACTOR TO REUSE/EXTEND EXISTING CIRCUITING WHERE POSSIBLE. LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 3. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMIERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. 4. RUN UNSWITCHED LEG OF LIGHTING CIRCUIT TO ALL EXIT SIGNS, BATTERY PACKS AND EMERGENCY EGRESS LIGHTING. 5. VERIFY ALL EQUIPMENT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL CONNECTIONS FOR OWNER SUPPLIED EQUIPMENT. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL LIGHTING FIXTURE HEIGHTS AND SPECAILTY PENDANT HEIGHTS. 7. LIGHTING CONTROL PANEL SHALL BE PROGRAMMED SUCH THAT THE LIGHITNG SHALL REMAIN ON WHILE THE SPACE IS OCCUPIED (DURING BUSINESS HOURS) IN ACCORDANCE WITH IFC 1008 (2015). 8. EMERGENCY LIGHITNG SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE, AND A MINIMUM AT ANY POINT OF 0.1 FOOT'CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. IBC 1008.3.5. 9. CONNECT DUCT SMOKE DETECTOR TO BUILDING FIRE ALARM SYSTEM (IF PRESENT), PROVIDE WITH KEYED REMOTE TEST SWITCH WITH LED INDICATOR LIGHT. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN LIGHT FIXTURE MOUNTED TO UNDER SIDE OF CANOPY. COORDINATE MOUNTING HEIGHT OF FIXTURES WITH ARCHITECT/OWNER. ALL CONDUIT UNDER CANOPY SHALL BE PAINTED TO MATCH CANOPY COLOR. 10. ALL FESTOON LIGHTING TO ACCOMMODATE A 12" SAG BETWEEN MOUNTING POINTS. 11. ALL EXPOSED PAINTED STRUCTURE AREAS TO BE HARD PIPE CONDUIT. SCALE = 1/4" = 1'-0" MAIN FLOOR - LIGHTING OVERLAY num. description date STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:39 PM MO B E T T A H S ( T I ) FI X T U R E S C H E D U L E E270 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D 10. VALUE ENGINEERING CONDUCTED WITHOUT THE DESIGN TEAM IE; ARCHITECT, ENGINEER & LIGHTING CONSULTANT/DESIGNER WILL NOT BE ALLOWED, REVIEWED OR APPROVED. 9. REFER TO SPECIFICATIONS 20 0500, 26 5100 & 26 5600 (16001, 16510 & 16551). 8. PRIOR APPROVALS ARE REQUIRED BEFORE BIDDING THE PROJECT AND SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER'S OFFICE AT LEAST (8) EIGHT WORKING DAYS BEFORE THE BID. PRIOR APPROVALS RECEIVED AFTER THIS TIME PERIOD SHALL BE REJECTED. 7. WHEN A CONTRADICTION EXISTS BETWEEN A SPECIFIC MODEL NUMBER AND THE DESCRIPTION, NOTIFY THE ELECTRICAL ENGINEER AND/OR LIGHTING DESIGNER. 6. REFER TO LIGHTING PLANS FOR ALL UNDERCABINET FIXTURE LENGTHS. THE CATALOG NUMBER IS BASED ON THE FIXTURE SPECIFIED AND MAY NOT REFLECT THE QUANTITY OR OVERALL LENGTH OF THE UNDERCABINET FIXTURES REQUIRED. CONTRACTOR TO NOTE THAT VARIOUS FIXTURE LENGTHS MAY BE REQUIRED TO ACHIEVE THE OVERALL RUN LENGTH OR TO FIT WITHIN THE MILLWORK. COORDINATE FIXTURE LAYOUT WITH MILLWORK SHOP DRAWINGS PRIOR TO LIGHTING SUBMITTALS. 5. REFER TO LIGHTING PLANS FOR ALL LINEAR FIXTURE LENGTHS. THE CATALOG NUMBER IS BASED ON THE FIXTURE SPECIFIED AND MAY NOT REFLECT THE QUANTITY OR OVERALL LENGTH OF LINEAR FIXTURES REQUIRED. CONTRACTOR TO NOTE THAT VARIOUS FIXTURE LENGTHS MAY BE REQUIRED TO ACHIEVE THE OVERALL RUN LENGTH. 4. CONFIRM AVAILABLE MOUNTING DEPTHS OF ALL LIGHT FIXTURES AND COMPARE WITH DEPTHS SHOWN ON SHOP DRAWINGS. BRING ALL POTENTIAL CONFLICT AREAS TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO RELEASE. 3. REFER TO THE SPECIFICATIONS FOR OTHER LIGHT FIXTURE, FUSING, LED DRIVERS, AND LAMP REQUIREMENTS AND ACCEPTABLE MANUFACTURERS. 2. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPENCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING. 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF LIGHT FIXTURES AND, CONFIRM CEILING TYPES WITH LIGHT FIXTURE TRIMS. BRING ALL DISCREPANCIES OF LOCATIONS AND QUANTITIES TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO BIDDING. LIGHT FIXTURE GENERAL NOTES A.F.F. ABOVE FINISH FLOOR WALL@CLG WALL MOUNT AT CORNER OF WALL AND CEILING CCBA CUSTOM PAINTED COLOR AS SELECTED BY THE ARCHITECT SCBA STANDARD PAINTED COLOR AS SELECTED BY THE ARCHITECT CFBA CUSTOM FINISH AS SELECTED BY THE ARCHITECT SFBA STANDARD FINISH AS SELECTED BY THE ARCHITECT LIGHT FIXTURE ABBREVIATION SCHEDULE PROJECT MANAGER: XX LIGHT FIXTURE SCHEDULE Image TYPE DESCRIPTION MFR.CATALOG #VOLTS TOTAL WATTS LAMP TYPE DELIVERED LUMENS COLOR TEMP CRI DX-1 6'' ROUND RECESSED DOWNLIGHT; 0-10V DIMMING; WHITE FLANGE; SEMI-SPEC FINISH LITHONIA LDN6-30/1000-L06-WH-LSS-MVOLT-GZ10 (EL) 120 V 18 VA LED 950 3000 K 80 DX-1E 6'' ROUND RECESSED DOWNLIGHT; 0-10V DIMMING; EMERGENCY BATTERY/INTEGRAL TEST SWITCH AT FIXTURES INDICATE ON PLANS;WHITE FLANGE; ' SEMI-SPEC FINISH LITHONIA LDN6-30/1000-L06-WH-LSS-MVOLT-GZ10 (EL) 120 V 18 VA LED 950 3000 K 80 EX-1 SINGLE FACE GREEN LED EXIT SIGN; BLACK THERMOPLASTIC; UNIVERSAL MOUNTING; FIELD SELECTABLE CHEVRONS; UNIVERSAL FACES LITHONIA LHQM-LED-B-R-HO 120 V 5 VA LED GS4A 2x4 LED FLAT PANEL; LAY-IN; FIELD SELECTABLE VOLTAGE, CCT & WATTS/LUMENS; 0-10V DIMMING; EXTRUDED ALUMINUM FRAME; WHITE POWDER COAT FINISH GE LPL-22-C-0-2X-MM-8-VO (EM BATTERY) 120 V 45 VA LED 5,500 3500 K 80 GS4AE 2x4 LED FLAT PANEL; LAY-IN; FIELD SELECTABLE VOLTAGE, CCT & WATTS/LUMENS; 0-10V DIMMING; EXTRUDED ALUMINUM FRAME; WHITE POWDER COAT FINISH; EMERGENCY BATTERY/INTEGRAL TEST SWITCH; EM BATTERY GE LPL-22-C-0-2X-MM-8-VO (EM BATTERY) 120 V 45 VA LED 5,500 3500 K 80 SL-1 LED LIGHT STRING AMERICAN LIGHTING LS2-M-24-48-BK 120 V 1 VA LED 126 2700 K 80 TH-7 LED TRACK HEAD AMER PARI-XS-W-CT-120-38-309-LE/TE 120 V 10 VA LED 867 3000 K 80 TR TRACK RAIL JUNO R 4FT WH (18622804)R3D WH (18622951) 120 V 10 VA LED TX-B 18" DIA X 14" RAFFIANA 1 LIGHT PENDANT; PROVIDE WITH DIMMABLE CLEAR LED BULB; OLDE BRONZE FINISH KICHLER 82291 120 V 7 VA LED 800 3000 K 80 TX-C 20" DIA X 16" PENDANT; PROVIDE WITH DIMMABLE CLEAR LED BULB; NATURAL RATTAN FINISH SAVOY HOUSE M70106NR 120 V 7 VA LED 800 3000 K 80 TX-E 12" DIA X 17" TALL PLEASANT FIELDS 1-LIGHT MINI PENDANT IN RUSSET BEIGE WITH NATURAL WICKER SHADE; PROVIDE WITH DIMMABLE CLEAR LED BULB ELK LIGHTING 31643/1 120 V 7 VA LED 800 3000 K 80 MOUNTING:VOLTAGE:CONTROL CIRCUIT:AIC RATING: CABINET SIZE (# OF RELAYS):SPARE RELAYS: RELAY PANEL SCHEDULE 'RP1' RELAY POWER EMERGENCY SPACE CONTROL DIMMING PROGRAMMING RP-1 C-2 Space <varies> RP-2 C-4 <varies> <varies> RP-3 C-4 Space 119 PC OC DS MS LWS TC EXTERIOR PHOTOCELL OCCUPANCY/VACANCY SENSOR INTERIOR DAYLIGHT SENSOR EXTERIOR MOTION SENSOR ANALOG ASTRONOMICAL TIMECLOCK LOCAL WALLSTATION A B C D NIGHT LIGHT; ALWAYS ON. MASTER CLOCK SCHEDULE (PROVIDED BY OWNER); PROVIDE 0-10V DIMMING. EGRESS LIGHTING; MASTER CLOCK SCHEDULE (PROVIDED BY OWNER); 0-10V DIMMING. MASTER CLOCK SCHEDULE (PROVIDED BY OWNER). 1.PROGRAM SYSTEM TO MEET THE REQUIREMENTS OF IECC 2015 OR CURRENT ENERGY CODE. 2.CONFIRM SWITCHING AND PROGRAMMING SCHEME WITH OWNER PRIOR TO PROGRAMMING. 3.PROGRAM SYSTEM TO INCORPORATE AUTO DAYLIGHT SAVINGS ADJUSTMENTS, ASTRONOMICAL CLOCK WITH OFFSETS, HOLIDAY DATES, AND NETWORK OVERRIDE. 4. 5. ALL RELAYS REQUIRING DIMMING AND/OR DAYLIGHT HARVESTING SHALL UTILIZE 0-10V DIMMING. PROVIDE 0-10V DIMMING WIRING AND CONTROLS AS REQUIRED. 6.PROVIDE RELAY BARRIER FOR VOLTAGE AND POWER SOURCE SEPARATION (EMERGENCY AND NORMAL CIRCUITS, VOLTAGE DIFFERENCES). 7.PROGRAM NORMAL AND EMERGENCY RELAYS IN RELATED CORRIDORS TO OPERATE TOGETHER. 8. REFER TO WALLSTATION DIAGRAMS FOR FACTORY ENGRAVED LABELING FOR ALL INDIVIDUAL PUSH-BUTTONS. DEVICE AND COVERPLATE COLORS SELECTED BY ARCHITECT. 9. SYSTEM MUST INTERFACE WITH NEW OR EXISTING ENERGY MANAGEMENT SYSTEM/BMS. PROVIDE SYSTEM CONSISTING OF MONITOR(S), COMMUNICATIONS EQUIPMENT, A CONTROLLER(S), TIMER(S), OR OTHER DEVICE(S) THAT MONITOR AND/OR CONTROL AN ELECTRICAL LOAD OR POWER PRODUCTION OR STORAGE SOURCE. COORDINATE EXACT TIE-IN POINTS AND COMMUNICATION PROTOCOL/MODULES REQUIRED. PROGRAM ACCORDINGLY AND PER OWNERS REQUIREMENTS. TOD TIME OF DAY - SOFTWARE BASED ELV MLV ELECTRONIC LOW VOLTAGE MAGNETIC LOW VOLTAGE 0-10 DMX 0-10 VOLT DIMMING DIGITAL MULTIPLEX (DMX) DIMMING 3WD 3-WIRE DIMMING DA DALI DIMMING E LOCAL WALLSTATION TO ACT AS OVERRIDE FOR AFTER HOURS CONTROL. 10. PROVIDE A MINIMUM OF (5) SPARE RELAYS. N NONE SUBMIT ALL WALLSTATION LAYOUTS, ENGRAVING AND CONTROL SEQUENCES DURING THE SHOP DRAWINGS REVIEW PROCESS. CONTROL LEGEND DIMMING LEGEND PROGRAMMING GENERAL NOTES num. description date T T T K1 K2 KA E350 1 A B +96"+108" C-3 RCP 1 C-7 WS 1 C-13 WH 2 C-11 CM 1 C-8 CO 1 'C' E26 'RP' C-18 +96"+108" C-17 AC 2 C-1 AC 1 1 2 C-18 'B' CLOSET 108 BEVERAGE 102 ORDER 101 BOOTHS 109 BOOTHS 109 BOOTHS 109 DINING 100 KITCHEN 104 MEN'S ROOM 106 WOMEN'S ROOM 105 KITCHEN 104 ALCOVE 107 C-9 C-9 C-9 C-9 A A A A A C-9 E33 E33 E34 'A' E33 C-12 WH 2 STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:39 PM MO B E T T A H S ( T I ) LE V E L 1 - E L E C T R I C A L P L A N E301 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET KEYNOTES E26 ELECTRICAL CONTRACTOR TO PROVIDE (2) 2" CONDUIT FROM DMARC LOCATION TO WALL CABINET. PROVIDE (2) CAT6 CABLES IN (1) CONDUIT AND PROVIDE PULLSTRINGS IN BOTH CONDUITS. COORDINATE EXACT LOCATION OF DMARC AND WALL CABINET PRIOR TO INSTALLATION. E33 EXISITNG PANELS TO REMAIN. E34 EXISTING AIR CURTAIN TO REMAIN. POWER GENERAL SHEET NOTES 1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL MECHANICAL UNITS WITH MECHANICAL CONTRACTOR. 2. CIRCUITS TO ALL MECHANICAL EQUIPMENT SHALL BE DEDICATED UNLESS NOTED OTHERWISE. 3. FOR VAV POWER, PROVIDE A DEDICATED 120V/20A CIRCUIT FROM A PANEL LOCATED IN THE ELECTRICAL ROOM OF THE ASSOCIATED QUADRANT. COORDINATE EXACT LOCATION OF ALL VAV BOXES WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 4. PROVIDE 120V CIRCUIT FROM THE NEAREST PANELBOARD FOR FIRE/SMOKE DAMPER RELAYS. PROVIDE FIRE ALARM MODULES AND RELAYS AS NECESSARY FOR ALL FIRE/SMOKE DAMPERS SHOWN ON DIVISION 23 DRAWINGS. ALL FIRE/SMOKE DAMPERS SHALL HAVE A MANUAL OVERRIDE SWITCH. PROVIDE DUCT DETECTOR WITHIN 5 FEET OF EACH FIRE/SMOKE DAMPER. 5. PROVIDE TYPE WRITTEN PANEL SCHEDULES AT THE COMPLETION OF THE PROJECT. 6. ALL KITCHEN AND FOOD PREP AREA OUTLETS SHALL BE GFCI PROTECTED. 7. PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUITS. 8. VERIFY ALL EQUIPMENT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN.ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL CONNECTIONS FOR OWNER SUPPLIED EQUIPMENT. VERIFY OUTLETS ARE NOT PLACED BEHIND LEG OF TABLE OR EQUIPMENT. 9. ALL OUTLETS UNMARKED ARE +18''AFF 10. SEE KITCHEN DRAWINGS FOR EXACT LOCATION AND HEIGHT OF ALL KITCHEN EQUIPMENT. 11. CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL CORD AND PLUG FOR EQUIPMENT THAT DOES NOT COME WITH CORD AND PLUG. 12. RECEPTACLES TO BE COORDINATED WITH FINAL FURNITURE AND EQUIPMENT PLAN. DINING CONVENIENCE OUTLETS ARE TO BE ACCESSIBLE AND CENTERED BETWEEN FURNITURE WHERE POSSIBLE. 13. ALL EQUIPMENT UNDER HOOD ARE TO BE SUPPLIED WITH SHUNT-TRIP CIRCUIT BREAKERS CONNECTED TO ANSUL SYSTEM. 14. COORDINATE WITH ARCHITECT AND OWNER TO DESIGNATE OUTLET AND PLATE COVER COLORS. (WHITE IN KITCHEN AND BLACK EVERYWHERE ELSE.) 15. PROVIDE BLACK OUTLETS IN ALL SERVICE AND DINING AREAS. 16. ALL RECEPTACLES IN THE DINING AREA, 5-6'' AND BELOW SHALL BE TAMPER-RESISTANT. 17. ALL EXPOSED PAINTED STRUCTURE AREAS TO BE HARD PIPE CONDUIT. 18. PROVIDE DUCT SMOKE DETECTORS AND FAN RELAYS AT ALL FAN UNITS 2000 CFM AND OVER. SHUT DOWN ALL SUPPLY AND RETURN FANS UPON A GENERAL ALARM SIGNAL. 19. PROVIDE A FIRE ALARM DUCT DETECTOR WITHIN 5-FEET OF ANY FIRE/SMOKE DAMPER AS REQUIRED TO COMPLY WITH IMC 607.5.4.1. THE DUCT DETECTOR SHALL BE LISTED FOR THE AIR VELOCITY, TEMPERATURE, AND HUMIDITY AT THE POINT WHERE IT IS TO BE INSTALLED. A DUCT DETECTOR WILL NOT BE REQUIRED AT A FIRE/SMOKE DAMPER LOCATED ON A CORRIDOR WALL WHERE THE CORRIDOR HAS SMOKE DETECTION DEVICES INSTALLED. FOR DAMPERS INSTALLED WITHIN AN UN-DETECTED OPENING IN A WALL, SPOT-TYPE DETECTOR LISTED FOR RELEASING SERVICE SHALL BE INSTALLED WITHIN 5-FEET HORIZONTALLY OF THE DAMPER. PROVIDE A FIRE ALARM RELAY AT EACH FIRE/SMOKE DAMPER. PROVIDE A TEST SWITCH AT EACH LOCATION WHERE THE DAMPER IS LOCATED ABOVE AN INACCESSIBLE CEILING OR IS LOCATED MORE THAN 10 FEET ABOVE THE FINISHED FLOOR. COORDINATE THE LOCATION OF TEST SWITCHES WITH OWNER/ARCHITECT. 20. PROVIDE CARBON MONOXIDE DETECTORS IN THE FIRST ROOM DOWNSTREAM FROM A FUEL BURNING ROOF TOP UNIT AND IN SPACES THAT HAVE FUEL BURNING APPLIANCES, IE: KITCHEN EQUIPMENT, DRYERS, BOILERS, WATER HEATERS, KILNS ETC. 21. FIRE ALARM DEVICES TO BE CIRCUITED TO EXISTING FACP. SCALE = 1/4" = 1'-0" MAIN FLOOR - POWER PLAN num. description date T T F T F J J J J J J F K1 K2 KA A B WP WP WP WP WP C-20,22 EF 1 C-21,23 EF 2 C-30,32,34 RTU 2 C-5 EF 3 C-6 C-25,27,29 RTU 1 1 2 E31 E31 E31 E31 E31 E31 E31 (RP-1) WP C-24,26,28 MAU 1 WP STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:40 PM MO B E T T A H S ( T I ) RO O F - E L E C T R I C A L P L A N E302 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET KEYNOTES E31 EXISTING JUNCTION BOX,CONDUIT AND CIRCUITING TO REMAIN. ELECTRICAL CONTRACTOR TO REUSE/EXTEND CIRCUITING WHERE POSSIBLE. CONTRACTOR IS TO REUSE EXISTING PHOTOCELL FOR ON/OFF CONTROL OF SIGNAGE. COORDINATE EXACT LOCATION WITH ARCHITECT/SIGNAGE INSTALLER PRIOR TO INSTALLATION. POWER GENERAL SHEET NOTES 1. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL MECHANICAL UNITS WITH MECHANICAL CONTRACTOR. 2. CIRCUITS TO ALL MECHANICAL EQUIPMENT SHALL BE DEDICATED UNLESS NOTED OTHERWISE. 3. FOR VAV POWER, PROVIDE A DEDICATED 120V/20A CIRCUIT FROM A PANEL LOCATED IN THE ELECTRICAL ROOM OF THE ASSOCIATED QUADRANT. COORDINATE EXACT LOCATION OF ALL VAV BOXES WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 4. PROVIDE 120V CIRCUIT FROM THE NEAREST PANELBOARD FOR FIRE/SMOKE DAMPER RELAYS. PROVIDE FIRE ALARM MODULES AND RELAYS AS NECESSARY FOR ALL FIRE/SMOKE DAMPERS SHOWN ON DIVISION 23 DRAWINGS. ALL FIRE/SMOKE DAMPERS SHALL HAVE A MANUAL OVERRIDE SWITCH. PROVIDE DUCT DETECTOR WITHIN 5 FEET OF EACH FIRE/SMOKE DAMPER. 5. PROVIDE TYPE WRITTEN PANEL SCHEDULES AT THE COMPLETION OF THE PROJECT. 6. ALL KITCHEN AND FOOD PREP AREA OUTLETS SHALL BE GFCI PROTECTED. 7. PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUITS. 8. VERIFY ALL EQUIPMENT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN.ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL CONNECTIONS FOR OWNER SUPPLIED EQUIPMENT. VERIFY OUTLETS ARE NOT PLACED BEHIND LEG OF TABLE OR EQUIPMENT. 9. ALL OUTLETS UNMARKED ARE +18''AFF 10. SEE KITCHEN DRAWINGS FOR EXACT LOCATION AND HEIGHT OF ALL KITCHEN EQUIPMENT. 11. CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL CORD AND PLUG FOR EQUIPMENT THAT DOES NOT COME WITH CORD AND PLUG. 12. RECEPTACLES TO BE COORDINATED WITH FINAL FURNITURE AND EQUIPMENT PLAN. DINING CONVENIENCE OUTLETS ARE TO BE ACCESSIBLE AND CENTERED BETWEEN FURNITURE WHERE POSSIBLE. 13. ALL EQUIPMENT UNDER HOOD ARE TO BE SUPPLIED WITH SHUNT-TRIP CIRCUIT BREAKERS CONNECTED TO ANSUL SYSTEM. 14. COORDINATE WITH ARCHITECT AND OWNER TO DESIGNATE OUTLET AND PLATE COVER COLORS. (WHITE IN KITCHEN AND BLACK EVERYWHERE ELSE.) 15. PROVIDE BLACK OUTLETS IN ALL SERVICE AND DINING AREAS. 16. ALL RECEPTACLES IN THE DINING AREA, 5-6'' AND BELOW SHALL BE TAMPER-RESISTANT. 17. ALL EXPOSED PAINTED STRUCTURE AREAS TO BE HARD PIPE CONDUIT. 18. PROVIDE DUCT SMOKE DETECTORS AND FAN RELAYS AT ALL FAN UNITS 2000 CFM AND OVER. SHUT DOWN ALL SUPPLY AND RETURN FANS UPON A GENERAL ALARM SIGNAL. 19. PROVIDE A FIRE ALARM DUCT DETECTOR WITHIN 5-FEET OF ANY FIRE/SMOKE DAMPER AS REQUIRED TO COMPLY WITH IMC 607.5.4.1. THE DUCT DETECTOR SHALL BE LISTED FOR THE AIR VELOCITY, TEMPERATURE, AND HUMIDITY AT THE POINT WHERE IT IS TO BE INSTALLED. A DUCT DETECTOR WILL NOT BE REQUIRED AT A FIRE/SMOKE DAMPER LOCATED ON A CORRIDOR WALL WHERE THE CORRIDOR HAS SMOKE DETECTION DEVICES INSTALLED. FOR DAMPERS INSTALLED WITHIN AN UN-DETECTED OPENING IN A WALL, SPOT-TYPE DETECTOR LISTED FOR RELEASING SERVICE SHALL BE INSTALLED WITHIN 5-FEET HORIZONTALLY OF THE DAMPER. PROVIDE A FIRE ALARM RELAY AT EACH FIRE/SMOKE DAMPER. PROVIDE A TEST SWITCH AT EACH LOCATION WHERE THE DAMPER IS LOCATED ABOVE AN INACCESSIBLE CEILING OR IS LOCATED MORE THAN 10 FEET ABOVE THE FINISHED FLOOR. COORDINATE THE LOCATION OF TEST SWITCHES WITH OWNER/ARCHITECT. 20. PROVIDE CARBON MONOXIDE DETECTORS IN THE FIRST ROOM DOWNSTREAM FROM A FUEL BURNING ROOF TOP UNIT AND IN SPACES THAT HAVE FUEL BURNING APPLIANCES, IE: KITCHEN EQUIPMENT, DRYERS, BOILERS, WATER HEATERS, KILNS ETC. 21. FIRE ALARM DEVICES TO BE CIRCUITED TO EXISTING FACP. SCALE = 1/4" = 1'-0" ROOF FLOOR - POWER PLAN num. description date J MM CM MM CM T J J A B A-5 K-100 A-10 K-300 +10" A-6 *K-302 +70" A-4 *K-303 +70" A-2 *K-300 +10" A-41 *K-304 +12" A-25 *K-301 +12" A-21 *K-306 +12" A-36 *K-412 +18" A-35,37 *K-411 +18" A-24,26 *K-410 +18" A-9 *K-502 +18" A-27,29 *K-504 +72" A-7 *K-502 +18" A-23 *K-700 +84" A-13 *K-998 +18" A-10 *K-998 +18" A-11 *K-911 +42" A-28,30 *K-420 +18" E16 E9 E9 E16 G G G G GG G G G G G G G G G G A-3 K-102 +120" E16 'RP' A-15 H 1 A-12 H 2 'C' 'A' G A-38,40 *K-202 +18" A-13 +90" A-13 +90" A-8 +65" A-11 +65" A-10 +30" PRINTER A-8 *K-911 +42" G A-18 *K-700 +84" G 1 AA A A AA A-1 *K-996 +65" G G G G G G E35 E35 'B' C-9 C-9 C-9 C-9 C-9 G STATE O F I D A H O P R OFESS I O NA L ENGIN EE R 15408 BRIAN H I C K S L I C E NSED 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 © 2017 BABCOCK DESIGN original drawing is 24" x 36" fo r : x approval stamp: sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 11/16/2023 3:10:41 PM MO B E T T A H S ( T I ) EN L A R G E D K I T C H E N P L A N E350 46 1 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 IFP 11/15/2023 MO-75REX RE X B U R G , I D SHEET KEYNOTES E9 INSTALL (2) 1" FLEX CONDUIT (1 POWER, 1 DATA) FROM UNDERGROUND TO EACH OF THE POS LOCATIONS. MOUNTING HEIGHT TBD; COORDINATE WITH MILLWORK PROVIDER. E16 COORDINATE MOUNTING HEIGHT, EXACT LOCATION AND REQUIREMENTS WITH KITCHEN EQUIPMENT INSTALLER. E35 1. KDS MONITORS.2.CIRCUITING ON PANEL BOARD WILL ALSO NEED TO NOTE: KDS MONITORS.3. PLACE THESE ON SAME CIRCUIT. SCALE = 1/4" = 1'-0" ENLARGED KITCHEN PLAN • MONITOR CONTROL PANEL ALARM WITH BUILDING FIRE ALARM. • INTERLOCK MAKEUP AIR AND EXHAUST. • SHUT DOWN ALL ELECTRICAL POWER UNDER THE HOOD. • PROVIDE CONNECTIONS EQUIPMENT SHUT-OFFS. 13. TYPE 1 HOODS (VENTILATORS): PROVIDE ALL INTERCONNECTING CONDUIT AND WIRE TO ACCOMPLISH THE FOLLOWING: 12. ALL 20A 120V RECEPTACLES IN FOOD PREPARATION AREA SHALL BE GFCI TYPE. 11. PROVIDE ALL DISCONNECT SWITCHES WHERE REQUIRED BY NEC. • INSTALL CONDUIT ON THE EXTERIOR OF THE CRS AND PENETRATE THE CRS CEILING AT A POINT WHERE THE CONDUIT CAN DROP DIRECTLY INTO THE POINT OF CONNECTION. DO NOT INSTALL CONDUIT ON THE INTERIOR OF THE CRS. SEAL ALL PENETRATIONS WITH CAULKING AND INSTALL INTERIOR AND EXTERIOR ESCUTCHEON PLATES. • PROVIDE CONDUIT AND WIRE BETWEEN CONDENSERS AND EVAPORATORS PER KES DETAILS. • CONNECT CRS DEFROST, DRAIN LINE, HEATERS, THERMOSTATS, TIME CLOCKS, EVAPORATIVE TERMINAL BLOCK, SWITCH, FAN DOOR SWITCH AND COMPRESSOR CONTROL PANEL, ETC. SUPPLIED BY THE KES. • INSTALL AND CONNECT LIGHT FIXTURES, SPLICE BOXES, LAMPS, LIGHT SWITCHES AND DOOR HEATERS SUPPLIED BY THE KES. 10. PRE-FABRICATED COLD STORAGE ROOMS (CSR) (WALK-IN COOLER/FREEZER): PROVIDE ALL INTERCONNECTING CONDUIT, SEAL-OFFS, SEALANT, WIRE AND ALL FINAL CONNECTIONS TO PROVIDE THE FOLLOWING: 9. PROVIDE ALL INTERCONNECTING CONDUIT AND WIRE BETWEEN EACH DISPENSER AND THE SWITCH AND ALL COMPONENTS. 8. COORDINATE WITH PLUMBING AND MECHANICAL PIPING TO AVOID CONFLICTS. 7. PROVIDE FLEXIBLE CONDUIT AND FITTINGS AS REQUIRED FOR KITCHEN EQUIPMENT THAT WILL BE CONNECTED PERMANENTLY. ALLOW ENOUGH SLACK TO MOVE EQUIPMENT FOR CLEANING. 6. PROVIDE ALL CONDUITS REQUIRED FOR REFRIGERATION AND BEVERAGE SYSTEM LINES. 5. EQUIPMENT CONNECTIONS, VOLTAGES, AMPERAGES AND DEVICE RATINGS INDICATED IN THE KITCHEN EQUIPMENT SCHEDULE ARE BASED UPON THE LATEST DRAWINGS, SPECIFICATIONS AND CUTSHEETS THAT COULD BE PROCURED FROM THE FOOD SERVICE CONSULTANT'S DOCUMENTS. PRIOR TO FINAL CONNECTION THE CONTRACTOR SHALL VERIFY THE CONNECTION REQUIREMENTS WITH THE MOST CURRENT FOOD SERVICE DOCUMENTS OR ACTUAL EQUIPMENT PURCHASED. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER. 4. CONTRACTOR SHALL REFER TO FOOD SERVICE EQUIPMENT DRAWINGS FOR ALL DEVICE AND HARDWARE CONNECTION DIMENSIONS INCLUDING MOUNTING HEIGHTS FOR ALL DEVICES SERVING FOOD SERVICE EQUIPMENT. 3. PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE LARGER THAN PHASE CONDUCTOR. 2. LOAD-CENTERS SHOWN ARE FURNISHED AND INSTALLED BY ANOTHER DIVISION. ELECTRICAL CONTRACTOR SHALL PROVIDE SINGLE POINT CONNECTION TO LOAD CENTER. 1. EQUIPMENT SHOWN IS FOR ELECTRICAL INFORMATION ONLY. THERE IS NO REFERENCE TO THE QUANTITY OF EQUIPMENT LOCATED IN EACH SPACE. GENERAL NOTES: NOTE 3: ALL EQUIPMENT TO BE RATED FOR THE ENVIRONMENT FOR WHICH IT IS INSTALLED. 14. SOLID STATE SOFT-STARTER. 13. TWO SPEED STARTER. COORDINATE WITH MOTOR TYPE 12. RECEPTACLE / SPECIAL PURPOSE OUTLET / ETC. NOTE 2: OVERCURRENT PROTECTION DEVICE (OCPD) SHOWN IS LOCATED AT POWER PANEL. ALL FUSING TO BE SIZED IN ACCORDANCE WITH FUSE MFR RECOMMENDATION FOR MOTOR NAME PLATE RATING. 11. DIRECT CONNECTION 10. REDUCED VOLTAGE STARTER NOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE LARGER THAN THE PHASE CONDUCTOR. 9. VARIAGBLE FREQUENCY DRIVE 8. MAGNETIC STARTER / CIRCUIT BREAKER COMBINATION CB = CIRCUIT BREAKER 7. MAGNETIC STARTER / FUSED DISCONNECT COMBINATION 6. MAGNETIC STARTER / NON-FUSED DISCONNECT COMBINATION 5. MAGNETIC STARTER D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION 4. MANUAL STARTER WITH THERMAL OVERLOAD C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND CONNECTED UNDER DIVISION... 3. CIRCUIT BREAKER IN ENCLOSURE 2. FUSED DISCONNECT SWITCH B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION. REQUIRED CONNECTION UNDER DIVISION 26(16) 1. NON-FUSE DISCONNECT SWITCH A. FURNISHED, INSTALLED AND CONNECTED UNDER DIVISION 26(16) CONNECTION TYPE NOTES:RESPONSIBILITY LEGEND: KITCHEN EQUIPMENT SCHEDULE UNIT #DESCRIPTION ELECTRICAL EQUIPMENT INFORMATION CO N D U I T S I Z E WIRE OCPD ST A R T E R / D I S C / V F D OT H E R ( S E E N O T E S ) REMARKS LOAD VO L T A G E PH A S E F U L L L O A D A M P S SE T S QT Y SI Z E EQ . G R O U N D TY P E AM P S HP FL A MC A VA *K 202 CONVECTION OVENS DOUBLE STACK 0.00 25.8 A 0 A 0 VA 208 V 1 26 A 3/4" 1 2 8 10 CB 40 A 12 A *K 300 UNDERCOUNTER REFRIGERATOR 0.00 2.1 A 0 A 0 VA 120 V 1 2 A 3/4" 1 2 12 12 CB 15 A 12 A *K 301 MEGA TOP UNIT 0.00 3.8 A 0 A 0 VA 120 V 1 4 A 3/4" 1 2 12 12 CB 15 A 12 A *K 302 REFRIGERATOR/FREEZER, REACH-IN 0.00 4.8 A 0 A 0 VA 120 V 1 5 A 3/4" 1 2 12 12 CB 15 A 12 A *K 303 REFRIGERATOR, REACH-IN 0.00 2.5 A 0 A 0 VA 120 V 1 3 A 3/4" 1 2 12 12 CB 15 A 12 A *K 304 MERCHANDISER, SELF CONTAINED 0.00 16 A 0 A 0 VA 120 V 1 16 A 3/4" 1 2 12 12 CB 25 A 12 A *K 306 UNDERCOUNTER REFRIGERATOR 0.00 3.8 A 0 A 0 VA 120 V 1 4 A 3/4" 1 2 12 12 CB 15 A 12 A *K 410 DROP-IN MODULAR/GANGED HEATED WELLS 0.00 5.9 A 0 A 0 VA 208 V 1 6 A 3/4" 1 2 12 12 CB 15 A 12 A *K 411 DROP-IN MODULAR/GANGED HEATED WELLS 0.00 23.2 A 0 A 0 VA 208 V 1 23 A 3/4" 1 2 10 10 CB 35 A 12 A *K 412 DROP IN, COLD WELL 0.00 3.8 A 0 A 0 VA 120 V 1 4 A 3/4" 1 2 12 12 CB 15 A 12 A *K 420 FOUR (4) WELL HOT HOLDING UNIT 0.00 13.3 A 0 A 0 VA 208 V 1 13 A 3/4" 1 2 12 12 CB 20 A 12 A *K 502 PORTABLE FOODWARMERS 0.00 6.3 A 0 A 0 VA 120 V 1 6 A 3/4" 1 2 12 12 CB 15 A 12 A *K 504 HEATED CABINET, REACH-IN 0.00 7.5 A 0 A 0 VA 208 V 1 8 A 3/4" 1 2 12 12 CB 15 A 12 A *K 700 PRODIGY ICE MACHINE 0.00 17.4 A 0 A 0 VA 120 V 1 17 A 3/4" 1 2 10 10 CB 30 A 12 A *K 911 MINI TWIN BUBBLER 0.00 3.6 A 0 A 0 VA 120 V 1 4 A 3/4"1 2 12 12 CB 15 A 12 A *K 996 BAG-N-BOX 0.00 0 A 0 A 180 VA 120 V 1 2 A 3/4" 1 2 12 12 CB 15 A 12 A *K 998 P.O.S 0.00 0 A 0 A 360 VA 120 V 1 3 A 3/4" 1 2 12 12 CB 15 A 12 A K 100 WALK-IN COOLER 0.00 2 A 0 A 0 VA 120 V 1 2 A 3/4" 1 2 12 12 CB 15 A 11 A K 102 WALK-IN EVAPORATOR 0.00 1.6 A 0 A 0 VA 120 V 1 2 A 3/4"1 2 12 12 CB 15 A 4 A K 300 UNDERCOUNTER REFRIGERATOR 0.00 2.1 A 0 A 0 VA 120 V 1 2 A 3/4" 1 2 12 12 CB 15 A 12 A num. description date