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Home My WebLink AboutADDENDUM - 16-00290 - 155 W 2nd S - Hemming Cedars II - Parking Garage Hemming Cedars Parking Structure MS Project #: 13.0670 Addendum No. 1 ADDENDUM NO. 1 Date: April 13, 2016 PROJECT: Hemming Cedars Parking Structure – Bid Package #1 ARCHITECT: Method Studio, Inc. 226 South 1st West 925 South West Temple Rexburg, ID 83440 Salt Lake City, Utah 84101 p.801.532.4422 (SLC) p.208.995.0141 (Rexburg) OWNER: Hemming Corp. ARCHITECT’S 140 West 2nd South PROJECT NO.: 13.0670 Rexburg, ID 83440 TO ALL BIDDERS: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated April 06, 2016. Receipt of this Addendum must be acknowledged in the space provided in the Bid Form. CLARIFICATIONS TO THE SPECIFICATIONS: 1-1 Specifications: 1. Additional specifications have been added. See attached. CLARIFICATIONS TO THE DRAWINGS: 1-2 Clarifications (See attached addendum drawing set for clouded changes): 1. Sheet P-G001: Method Studio’s address on the title sheet has been revised to read “925 South West Temple”. 2. Sheet P-G003: A fire department connection was added to the south stairwell. See mechanical drawings for additional information. 3. Sheet P-G003: Under the CODE ANALYSIS, O, the street parking provided has been revised to be 38. The surface parking has been revised to 57, making the total 569 parking stalls. Accessible parking provided at accessible entrances has been revised to 20 and it is noted that they are included in the overall count. 4. Sheet P-G003: Under the CODE ANALYSIS, F, the sprinklers are revised to read “Not Sprinklered”. 5. Sheet P-A001: Please note that this sheet is for reference only. Clarifications and revisions have been added per attached drawings. For additional clarification on site changes see Building ‘A’ addendum and attachments. 6. Sheet P-A101: Bike rack elevation and detail was added to sheet and elevation is referenced in floor plan Level 01. Elevation and detail is typical of all levels where “PARALLEL BYCICLE PARKING” is called out. 7. Sheet P-A101: The snow melt system for the south ramp (see civil) will be housed in the single student housing, which will be part of a future bid package. 8. Sheet P-A101: Clarification for dimensions and other items not previously called out on plan are noted (see clouded areas in attached drawings. Hemming Cedars Parking Structure MS Project #: 13.0670 Addendum No. 1 9. Sheet P-A101 – P-A106: Clarification and revisions on chain link fence around storage areas are added to floor plans, as well as general notes added to sheet. 10. Sheet P-A101 – P-A106: Door tags were added. See sheet P-A500 for updated door schedule. 11. Sheet P-A101: Generator was added to south west corner of parking structure. Coordinate with electrical. 12. Sheet P-A105 – P-A106: Adjust stair callout to read A4/P-A402. 13. Sheet P-A106: Note added for guardrail on top level, as well as line indicating a standing seam roof above. See stair sections for roof (roof is for reference only and will be part of a future bid package). 14. Sheet P-A200 – P-A300: Sections and elevations are cleaned up for clarity. West elevation to have cable guard rail on levels 02 - 05. C2/P-A300 – make section solid concrete guard rail for snow removal (see clouded area). Roof added to stairwell on south side (will be in future bid package). 15. Sheet P-A401: Note added, explaining that the stairwell on this sheet (north stair well) is for reference only and will not be part of this bid package, but part of a future bid package. 16. Sheet P-A402: Hand rail notes and dimensions added for clarification. 17. Sheet P-A402: Standing seam shed roof added to top of south stair well. Details for roof will follow. Additional roof and guard rail notes are added (see attached). 18. Sheet P-A402 & P-A405: Note added, pointing out that the masonry, footings and foundation will be part of Bid Package #1, but the roof of the stairs and the steel & concrete stairs will be covered in a future bid package. 19. Sheet P-A500: See sheet for revised door schedule, door legend and details. 1-4 STRUCTURAL SCOPE CLARIFICATIONS: Refer to revised drawing set. 1-6 MECHANICAL SCOPE CLARIFICATIONS: See revised Drawing P-P100 attached. END OF ADDENDUM ONE method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-G001 Cover Sheet 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES METHOD STUDIO, INC. 925 SOUTH WEST TEMPLE SALT LAKE CITY, UT 84111 PH: 801.532.4422 FAX: 801.328.4187 CONTACT: JOE SMITH EMAIL: joe@method-studio.com ARCHITECT EAGLE ROCK ENGINEERING & SURVEY 1083 S RAILROAD AVE. REXBURG, ID 83440 PH: 208.359.2665 CONTACT: KURT ROLAND EMAIL: KROLAND@ERENGR.COM CIVIL CKR ENGINEERS 1295 N STATE STREET OREM, UT 84057 PH: 801.222.0922 CONTACT: DAN GOODRICH EMAIL: dang@ckrengineers.com STRUCTURAL ENGINEERED SYSTEMS ASSOCIATES PH: 208.233.0529 CONTACT: DWAYNE SUDWEEKS EMAIL: dcs@engsystems.com MECH/PLUMBING PAYNE ENGINEERING PHONE: 208.232.4439 CONTACT: TODD PAYNE EMAIL: payneengineering@gmail.com ELECTRICAL HEADWATERS CONSTRUCTION CO. 75 WEST 950 SOUTH, SUITE 1 VICTOR, ID 83455 PH: 208.787.8040 FAX: 208.787.8017 CONTRACTOR HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 13 APRIL, 2016 HEMMING CORP. 140 WEST 2ND SOUTH REXBURG, ID 83440 PH: 208.356.6142 CONTACT OWNER P - PARKING STRUCTURE DRAWING SET 1 1 Addendum #1 4/13/16 ADDEMDUM #1 1 ARCHITECTURAL SYMBOLS 1 REVISION CLOUD CLOUDED AREA DELTA MARKER A101 1 WINDOW/CURTAIN WALL TAG DOOR TAG XX NORTH ARROW ROOM NAME 101 150 ROOM TAG ROOM NAME ROOM NUMBER AREA OR VOLUME ? DETAIL PLAN POSITION ON SHEET SHEET NUMBER VIEW TITLE VIEW NAME DRAWING SCALE INTERIOR ELEVATION POSITION ON SHEET SHEET NUMBER POSITION ON SHEET SHEET NUMBER EXTERIOR ELEVATION POSITION ON SHEET SHEET NUMBER 1 A101 SIM BUILDING SECTION POSITION ON SHEET SHEET NUMBER 1 A101 SIM A101 1 DETAIL SECTION POSITION ON SHEET SHEET NUMBER WALL TAG Name Elevation LEVEL DATUM LEVEL NAME LEVEL ELEVATION KEYNOTE TAG B A 1 2 GRID REFERENCE MARK A1 STARTS AT LOWER LEFT CORNER, NUMBERS ARE VERTICAL GRIDS & LETTERS ARE HORIZONTAL GRIDS A-A101 SHEET NUMBERING SYSTEM BUILDING SHEET NUMBER SEQUENCE (CONSULTING ENGINEERS TO FOLLOW SAME) (SEE RESPECTIVE DISCIPLINES FOR SYMBOLS) 1 A101 SIM C1 10' - 0" CEILING TAG CEILING TYPE CEILING HEIGHT DRAWING NUMBER 1 A101 SIM WALL SECTION POSITION ON SHEET SHEET NUMBER BUILDING SECTION - PARTIAL 101 OCCUPANT LOAD TAG ROOM NUMBER ROOM AREA LOAD FACTOR OCCUPANT LOAD 1 VIEW NAME 1/8" = 1'-0" 1t 5 A100 210 CURTAIN PANEL TAGP? A101 1 Ref 1 R e f 1 Ref 1 R e f A101 1 Ref 1 R e f 1 Ref 1 R e f DISCIPLINE EARTH (existing) 02 SITE CONSTRUCTION EARTH (backfill) DRAINAGE FILL CONCRETE - CAST-IN-PLACE 03 CONCRETE CONCRETE - PRECAST GROUT BRICK 04 MASONRY CONCRETE MASONRY UNITS GLASS BLOCK STONE CAST STONE STEEL 05 METALS ALUMINUM 06 WOODS AND PLASTICS CONTINUOUS WOOD INTERMITTENT WOOD SHEATHING FINISH WOOD HARDBOARD PARTICLE BOARD 07 THERMAL & MOISTURE PROTECTION BATT INSULATION LOOSE FILL INSULATION RIGID INSULATION 09 FINISHES GYPSUM BOARD MATERIAL LEGEND COMPACTED FILL MISCELLANEOUS GENERAL NOTES 1.THE PROJECT MANUAL, UNDER SEPARATE COVER, IS AN INTEGRAL PART OF THESE CONSTRUCTION DRAWINGS. 2.PLANS, SECTIONS, ELEVATIONS, DETAILS AND DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATION OCCURRING THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY KEYED ON THE DRAWINGS. 3.ALL WORK, MATERIALS, AND METHODS SHALL BE IN CONFORMANCE WITH THE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. 4.UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED OR SPECIFIED. 5.CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF THE INFORMATION ON THE DOCUMENTS. 6.KEEP SITE CLEAN AND CLEAR OF DEBRIS AND IN ORDERLY CONDITION THAT DOES NOT DETRACT FROM THE SURROUNDING SITE AND REPAIR ANY DAMAGE CAUSED BY WORK OF THE CONTRACT. 7.ALL DIMENSIONS ARE TO THE FACE OF METAL OR WOOD STUD FRAMED WALLS AND TO THE FACE OF CONCRETE AND MASONRY WALLS AS SHOWN, UNLESS NOTED OTHERWISE. 8.INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ADJACENT SURFACE. COLOR REQUIRES ARCHITECTS APPROVAL. 9.DOOR OPENINGS IN FRAME CONSTRUCTION WHICH ARE NOT DIMENSIONED ARE EITHER CENTERED IN THE WALL, FACE OF JAMB OR LOCATED 4" FROM THE FACE OF STUD TO THE FINISHED JAMB. 10.ALL SPECIAL ACCESSIBLE FACILITIES SHALL BE IDENTIFIED WITH APPROVED SIGNAGE. 11.THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING A WEATHER TIGHT BUILDING, DETAILS AND OMISSIONS TO DRAWINGS NOTWITHSTANDING. ALL DRAWING CONFLICTS WHICH MAY NOT ALLOW A WEATHERTIGHT CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 12.DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SPECIFIC DISCREPANCIES FOR ARCHITECT REVIEW. 13.PROVIDE FULL METAL BACKING PLATE (16 GAUGE X 6" HIGH SECURED TO 3 STUDS MIN.) OR WOOD BLOCKING AS REQUIRED TO SECURELY ANCHOR ALL WALL MOUNTED EQUIPMENT (CABINETS, TOILET ROOM ACCESSORIES, HARDWARE, ETC.). BLOCKING SHALL PROVIDE A RIGID CONNECTION CAPABLE OF SUPPORTING DESIGN LOADS. PROVIDE A 16 GAUGE X 6" STL. STUD/TRACK SECURED TO 2 STUDS TO SECURELY SUPPORT ALL WALL STOPS (DOOR BUMPER). 14.COORDINATE WITH ALL TRADES, SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS OR BASES, AS WELL AS ELECTRIC POWER, WATER, AND DRAIN INSTALLATIONS, BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ANY CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. A REASONABLE RESPONSE TIME SHALL BE ALLOWED AS NOTED IN THE SPECIFICATIONS. 15.ALL FLOOR OR WALL OPENINGS REQUIRED FOR PIPES, DUCTS, CONDUITS,ETC. SHALL BE SEALED IN AN APPROVED MANNER. 16.FIRE SPRINKLER DESIGN TO BE DONE BY A CERTIFIED SUB-CONTRACTOR AND WILL REQUIRE APPROVALS BY THE CITY AND STATE FIRE MARSHAL. APPROVALS BY THE FIRE MARSHAL ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. SUBMITTAL TO THE ARCHITECT ALSO INDICATES THAT THE CONTRACTOR HAS REVIEWED AND COORDINATED FIRE-SPRINKLER PIPING LOCATIONS WITH ALL TRADES. 17.ROOMS ENCLOSED WITH RATED WALLS REQUIRE RATED DOORS. ANY DUCTS PASSING THROUGH WALLS REQUIRE FIRE DAMPERS AND OR FIRE/SMOKE DAMPERS. ANY CONDUIT OR PIPING REQUIRES RATED SEALANT AT JOINTS. 18.GENERAL STRUCTURAL NOTES GOVERN TYPICAL CONDITIONS WHETHER OR NOT SPECIFICALLY DETAILED OR NOTED. 19.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CASEWORK, DOORS, ETC. 20.THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE TYPE OF STRUCTURAL, MECHANICAL, ELECTICAL AND UTILITY SYSTEMS AND MAJOR ARCHITECTURAL ELEMENTS OF CONSTRUCTION AS "SCOPE" DOCUMENTS. 21.THE DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTS SHALL BE LET ON THE BASIS OF SUCH DOCUMENTS, WITH THE UNDERSTANDING THAT THE CONTRACTOR IS TO FURNISH ALL ITEMS REQUIRED FOR PROPER COMPLETION OF THE WORK WITH OUT ADJUSTMENT TO CONTRACT PRICE. IT IS INTENDED THAT THE WORK TO BE OF SOUND AND QUALITY CONSTRUCTION AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INCLUSION OF ADEQUATE AMOUNTS TO COVER INSTALLATION OF ALL ITEMS INDICATED, DESCRIBED OR REASONABLY IMPLIED. GENERAL NOTES 1.GENERAL NOTES SHALL PERTAIN TO ALL DRAWINGS. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE INTERNATIONAL BUILDING CODE (IBC 2012) AND ALL REQUIRED ACCESSIBILITY STANDARDS. 3.THE CONTRACTOR SHALL COORDINATE THIS DRAWING SET WITH HEMMING CEDAR STUDENT HOUSING PROJECT DRAWING SET. 4.THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING APPLICABLE CONDITIONS SHOWN ON THE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY FAILURE TO COMPLY WITH THIS REQUIREMENT. 5.THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH ALL ASPECTS OF THE WORK, EVEN THOSE AREAS DESIGNATED TO BE PROVIDED BY OTHERS. THIS FAMILIARIZATION INCLUDES FULL AND COMPLETE UNDERSTANDING OF THE WORK DESCRIBED ON ALL SHEETS OF THE DRAWINGS. 6.NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH OTHER TRADES, OR WAIVE THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATION FROM THE REQUIREMENTS FOR THE CONTRACT DOCUMENTS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURFACES AND FINISHES AT INTERIOR AND EXTERIOR OF THE BUILDING. DAMAGED SURFACES AND FINISHES RESULTING FROM THE PERFORMANCE FO THE WORK SHALL BE REPAIRED AT NO COST TO THE OWNER BY THE CONTRACTOR TO MATCH EXISTING ADJACENT. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL TRADES. THE CONTRACTOR SHALL REFER TO ALL ASPECTS OF THE DRAWINGS INCLUDE, BUT NOT LIMITED TO , ARCHITECTURAL DRAWINGS, STRUCTURAL DRAWINGS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR COORDINATION ISSUES. COORDINATE ALL DIAGRAMMATIC DRAWINGS WITH ALL TRADES TO ENSURE FIT AND COMPATIBILITY. 9.INSTALL PORTABLE FIRE EXTINGUISHER PER IBC 906.1 method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-G002 GENERAL INFORMATION 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES ABBREVIATION SCHEDULE Abbrev. Description JT JOINT L L LENGTH LC LENGTH OF CURVE LDC LEAD COVERED LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT LIGHT M MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTG MOUNTING MULL MULLION MWP MEMBRANE WATERPROOFING N N NORTH NA NOT APPLICABLE NE NORTHEAST NEC NATIONAL ELECTRIC CODE NEUT NEUTRAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE NW NIORTHWEST O OA OUTSIDE AIR OA OUTSIDE AIR OC ON CENTER OPP OPPOSITE OVHD OVERHEAD P PI POINT IF INTERSECTION PL PLATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PNT PAINT PRELIM PRELIMINARY PRESS PRESSURE PRIM PRIMARY PRTN PARTITION PT POINT, POINT OF TANGENT Q QT QUARRY TILE R R RADIUS RA RETURN AIR RB RESILIENT VINYL BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RECP RECEPTACLE REINF REINFORCEMENT REQD REQUIRED REV REVISION RF ROOF RFLCP REFLECTIVE CEILING PLAN RM ROOM RVT RESILIENT VINYL TILE S S SOUTH SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SECT SECTION SHT SHEET SIM SIMILIAR SL SLOPE SPEC SPECIFICATION SQ SQUARE STL STEEL SUSP SUSPENDED T T TOP T&B TOP AND BOTTOM TEL TELEPHONE TEMP TEMPORARY TERM TERMINAL THRSLD THRESHOLD TO TOP OF TOS TOP OF STEEL, TOP OF SLAB TOW TOP OF WALL TYP TYPICAL V VCT VINYL COMPOSITION TILE VENT VENTILIATING VERT VERTICAL VEST VESTIBULE VWC VINYL WALL COVERING W W WIDTH, WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WIDTH WT WEIGHT WWF WELDED WIRE FABRIC X X TRANSFORMER ABBREVIATION SCHEDULE Abbrev. Description 0 # NUMBER OR POUND & AND 2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE @ AT [ CHANNEL AD AREA DRAIN CL CENTERLINE L ANGLE ± PLUS MINUS ≤ LESS THAN OR EQUAL TO ≥ GREATER THAN OR EQUAL TO A AB ANCHOR BOLT AC APSHALTIC CONCRETE ACST ACOUSTIC ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AL ALUMINUM ALT ALTERNATE ARCH ARCHITECTURAL, ARCHITECT, ARCHITECTURE ASPH ASPHALT B B BASELINE B BOTTOM BEJ BRICK EXPANSION JOINT BLDG BUILDING BLK BLOCK BM BEAM BO BOARD BRG BEARING BSMT BASEMENT C C&G CURB & GUTTER CAP CAPACITY CEM CEMENT CG CORNER GUARD CIP CAST IN PLACE, CAST IRON PIPE CIR CIRCULATING CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CSK COUNTERSUNK CT CERAMIC TILE CTR CENTER D D DEPTH DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWG DRAWING E E EAST E/P EDGE OF PAVEMENT EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR EMER EMERGENCY EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXP JT EXPANSION JOINT EXT EXTERIOR F FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FR FRAME FTG FOOTING FXTR FIXTURE G G GROUND GA GA GALV GALVANIZED GL GLASS GR GRADE GRD GROUND GWB GYPSUM WALL BOARD H HB HOSE BIBB HC HANDICAPPED HDW HARDWARE HGT HEIGHT HORZ HORIZONTAL HR HOUR HW HOT WATER I ID INSIDE DIAMETER IE INVERT ELEVATION INSUL INSULATION INT INTERIOR INTX INTERSECTION INV INVERT J JB JUNCTION BOX JCT JUNCTION JST JOIST DRAWING INDEX - PARKING GARAGE 1 P-G001 Cover Sheet P-G002 GENERAL INFORMATION P-G003 CODE REVIEW 2 P-A001 SITE REFERENCE PLAN P-A101 LEVEL ONE P-A102 LEVEL TWO P-A103 LEVEL THREE P-A104 LEVEL FOUR P-A105 LEVEL FIVE P-A106 LEVEL SIX P-A200 ELEVATIONS P-A300 BUILDING SECTIONS P-A401 VERTICAL CIRCULATION- STAIR (NORTH) P-A402 VERTICAL CIRCULATION - STAIR (SOUTH) P-A405 STAIR DETAILS P-A500 DOOR SCHEDULE AND DETAILS 3 P-S100 GENERAL STRUCTURAL NOTES P-S201 FOOTING AND FOUNDATION PLAN P-S202 LEVEL 2 FLOOR PLAN P-S203 LEVEL 3 THROUGH 5 FLOOR PLAN P-S204 LEVEL 6 FLOOR PLAN P-S301 SCHEDULES P-S501 FOOTING AND FOUNDATION DETAILS P-S601 DETAILS P-S602 DETAILS 4 P-P100 PARKING GARAGE LEVEL 01 - BELOW GRADE PIPING PLAN 5 P-E001 ELECTRICAL SYMBOLS & SCHEDULES P-E101 LEVELS 1 & 2 ELECTRICAL P-E102 LEVELS 3 & 4 ELECTRICAL P-E103 LEVEL 5 & 6 ELECTRICAL 1 Addendum #1 4/13/16 1 1 UP W UPUP WW UP W UP FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING FUTURE SINGLE STUDENT HOUSING F U T U R E S I N G L E S T U D E N T H O U S I N G 259'-10" DIAG. DIST.156'-3" > 1/2 DIAG. DIST. FE R 7 5 ' - 0 " FE R 75' - 0" FE R 7 5 ' - 0 " Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________ Exit Width Required: ________ Exit Width Provided: ______ BAHTBABABA Design Wind Speed: __________________B. Seismic Design Category: ______ L. Design Occupant Load: ___________________ K. 3 HR. Fire Walls Required Per Table 706.4 Using R-2 As More Restrictive Occupancy Between Buildings. Refer To Area Diagrams This Sheet. Area Modifications: (Table 503 IBC 2012) (Table 406.5.4 IBC 2012)J: Total Area:____________________I: per floor (square feet):Actual AreaH: Number of Stories: _______________ Building Height: ____________________G: Required: ______ Provided: ______ Type of Sprinkler System: ____________ Sprinklers: Not sprinkledF: Separation:E. separation distance (in hours): N/A Requirements for the Exterior Walls based on the fireFire Resistance RatingD. C. Type of Construction (circle one): Change in Use: Yes ______ No _____ Mixed Occupancy: Yes ______ No ______X N/A D 120 mph 6 769 40.8" 58" Level 1 = 24,144.5 Level 2 = 27,165 Level 3 = 27,165 Level 4 = 27,165 Level 5 = 27,165 Level 6 = 21,035 50'-8" X North:______ South:______ East:______ West:______ 3 0 3 3 NO 153,840 SF Allowable Area Per Table = 79,000 SF/Story S-2 Occupancy Classification Allowable Height per tier = 12 Tiers (non-sprinklered)= 12 Tiers Allowable Height = 160' (non-sprinklered building) = 160' XSeparated: _____ Non-separated: _____ Accessory: _____ S-2 occupancy used to calculate allowed area and height Official for Complex Buildings. Including, but not limited to: g) Fire Stopping, Including Tested Design Number. f ) Exterior and Interior Accessibility Route. e) Fire Assembly Locator Sheet. a) High Rise Requirements. b) Atriums. c) Performance Based Criteria. d) Means or Egress Analysis. 2) Additional Code Information shall be provided at the discretion of the Building Code Accessibility Chapters, the more restrictive requirement shall govern. through - ADA Guidelines and specific reference to the International Building 1) In case of conflict with the U.S. Department of Justice Federal Registers Parts FOOTNOTES: Gas Code International Fuel National Electrical Code International Fire Code International Plumbing Code International Mechanical Code International Building Code YearYear APPLICABLE CODES CODE ANALYSIS 2012 2012 2012 2011 2012 2012 A. Occupancy Groups: ________ ________ ________ ________ ________S-2 M. Travel Distances: Common Path of Travel: 75' Exit Access Travel Distance: 300' Dead End Corridor Distance: 20' maximum at S-2 PARKING GARAGE - BLDG 'P' NO N. THE BUILDING SHALL BE READILY ACCESSIBLE TO AND USABLE BY PEOPLE WITH DISABILITIES. THIS PROJECT IS REQUIRED TO MEET SEVERAL ACCESSIBILITY CODES. WHERE CODES CONTRADICT OR HAVE VARYING DEGREES OF ACCESSIBILTY, ONLY THE MOST STRINGENT REQUIREMENTS SHALL BE APPLIED. O. REQUIRED PARKING SUMMARY: The parking provided in this parking structure shall be combined with the parking provided on-site to meet total parking requirements. PARKING REQUIRED: Single Students - .5 STALLS / STUDENT 450 X .5 = 225 Married Students - 1.6 STALLS / UNIT 60 X 1.6 = 96 Commercial - 4 STALLS PER 1000 SF 39 X 4 = 156 Parking Displaced for Willows Housing = 70 TOTAL PARKING REQUIRED = 547 PARKING PROVIDED: Parking Structure =485 Street Parking =27 Surface Parking Lots =57 TOTAL PARKING PROVIDED =569 ACCESSIBLE PARKING REQUIRED: 2% of total (included in overall count) =12 1 Van Accessible Stall for Every 6 Accessible Stalls: =2 ACCESIBLE PARKING PROVIDED AT ACCESSIBLE ENTRANCES: =20 P. OPEN PARKING GARAGE CALCULATIONS, IBC 2012 SECTION 406.5 East Elevation Total Area: 6,500 SF East Elevation Open Area: 2,100 SF South Elevation Total Area: 10,460 SF South Elevation Open Area:3,000 SF Total Area (2 sides): 16,960 SF Total Open Area (2 sides):5,100 SF Openness: 30% 406.5.2 Exception accepted as 3 sides of Parking Structure are open. 1 N/A FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING FUTURE SINGLE STUDENT HOUSING 259'-10" DIAG. DIST. 167'-3" > 1/2 DIAG. DIST. FE R 7 5 ' - 0 " R 75' - 0" FE R 7 5 ' - 0 " FE R 7 5 ' - 0 " FDC 1 FUTURE SINGLE STUDENT HOUSINGFUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING 259'-10" DIAG. DIST. 167'-3" > 1/2 DIAG. DIST. FE R 7 5 ' - 0 " R 75' - 0" FE R 7 5 ' - 0 " FE R 7 5 ' - 0 " FE FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING FUTURE SINGLE STUDENT HOUSING 259'-10" DIAG. DIST. 167'-3" > 1/2 DIAG. DIST. FE R 7 5 ' - 0 " R 75' - 0" FE R 7 5 ' - 0 " FE R 7 5 ' - 0 " FE method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-G003 CODE REVIEW 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/64" = 1'-0"C1 LEVEL 01 - PARKING - CODE PLAN 3/64" = 1'-0"C2 LEVEL 02 - PARKING - CODE PLAN 3/64" = 1'-0"B1 LEVEL 03, 04 & 05 - PARKING - CODE PLAN 3/64" = 1'-0"B2 LEVEL 06 - PARKING - CODE PLAN 3 HR RATED WALL FE = FIRE EXTINGUISHER 1 Addendum #1 4/13/16 1 1 dwD W dwD W dwD W dwD W dwD W dwD W d w D W d w DW d w DW dwD W dwD W dwD W dwD W dwD W 6' - 0" BUILDING A (N.I.C.) BUILDING B (N.I.C) PARKING GARAGE 27X TENANT METER PACK + HOUSE POWER C/T METER. COORDINATE WITH ELECTRICAL POWER COMPANY TRANSFORMER PAD AND BOLLARDS PER RMP. SEE ELECTRICAL. GROUND SLEEVE. COORDINATE WITH ELECTRICAL POWER COMPANY TRANSFORMER PAD AND BOLLARDS PER RMP. SEE ELECTRICAL. 49X TENANT METER BOX. COORDINATE WITH ELECTRICAL 4" 1' - 0 " 22' - 0" POWER COMPANY TRANSFORMERS. PAD AND BOLLARDS PER RMP REQUIREMENTS. COORDINATE WITH ELECTRICAL. P-A402 C4 FUTURE SPORTS COURT (N.I.C.) FUTURE OPEN PAVILION (N.I.C.) FUTURE GARDEN COURTYARD (N.IC.) BUILDING A (N.I.C.) ELECTRICA METERS, COORDINATE WITH ELECTRICAL RETAINING WALL, COORDINATE W/ CIVIL DRAWINGS. TYP. 20' - 0" TY P . 9' - 0 " 22' - 0" 4' - 0 " 18 ' - 0 " 24 ' - 1 " 18 ' - 0 " BUILDING OVERHANG ABOVE 21 ' - 1 1 " PROPOSED FIRE LANE TO GO FROM 1ST WEST TO SECOND WEST. PROPERTY LINE BOLLARDS - SEE CIVIL SNOW MELT UP RAMP. SEE CIVIL, PLUMBING AND MECHANICAL DRAWINGS. HONED CMU DUMPSTER ENCLOSURE. SEE CIVIL.HONED CMU DUMPSTER ENCLOSURE. SEE CIVIL. 1 FDC1 1 1 1 BENCHESPAVERS ACCESSIBLE PARKING SPACE 20 ' - 0 " M I N GAS METER, COORDINATE WITH MECH MECH. EQUIPMENT, SEE MECH. DRAWINGS. GAS METER, COORDINATE WITH MECH. TYP 9' - 0" PROPERTY LINE 3' - 0 " RMP GROUND SLEEVE. COORDINATE W/ ELECTRICAL. RMP GROUND SLEEVE. COORDINATE W/ ELECTRICAL. 1 1 1 1 REMOVE TREES / LANDSCAPE AND CONTINUE DRIVE THROUGH EXISTING LANDSCAPED AREA. TIE INTO CENTER OF PARKING DRIVE AISLE ON WEST SIDE OF LANDSCAPED AREA. THIS WORK WILL BE CONSIDERED PART OF THIS SCOPE. CONTACTOR TO COORDINATE WITH ADJACENT PROPERTY OWNER. FIELD VERIFY EXISTING CONDITIONS. SHADED AREA REPRESENTS EXISTING LANDSCAPED AREA. 1 1 HONED CMU DUMPSTER ENCLOSURE. SEE CIVIL. method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A001 SITE REFERENCE PLAN 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 1" = 20'-0"A1 MAIN LEVEL FLOOR PLAN FOR REFERENCE ONLY FOR REFERENCE ONLY 1 Addendum #1 4/13/16 UP A1 P-A300 P-A200 C1 P-A200B1 P-A200 A1 P-A200 B2 LEVEL ONE (ELEVATION = 0' - 0") LEVEL ONE RAMP UP TO LEVEL 02 C2 P-A300 VAN VAN9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9' - 0"8' - 0" 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9' - 0"8' - 0"9' - 0"9' - 0" 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' B1 P-A300 VAN9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' ALIGN 9' - 4" CLEAR OPENING 26' - 0"8" 22' - 0" P1 P1 P2 P2 P3 P3 P4 P4 P5 P5 P6 P6 P7 P7 P8 P8 P.AP.A P.BP.B P.CP.C P.DP.D P.EP.E P.F PA R A L L E L B I C Y C L E P A R K I N G 22' - 6" 2' - 6" 3' - 0 " 10 ' - 0 " 4' - 8 " 4' - 8 " 10 ' - 2 " 5' - 0 3 / 4 " PA R A L L E L B I C Y C L E P A R K I N G STORAGE STORAGE FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING FUTURE SINGLE STUDENT HOUSING 9' - 0"8' - 0" 11 7 ' - 3 " 12 ' - 7 1 / 2 " 32 ' - 3 5 / 8 " 27 ' - 6 7 / 8 " 32 ' - 1 1 / 2 " 12 ' - 7 1 / 2 " 5' - 6 1 / 8 " 21 ' - 0 3 / 8 " 5' - 9 1 / 8 " 230' - 8" 25' - 4"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"25' - 4" 2' - 6" P-A401 C4 STAIR NORTH OP E N 5' - 0 " CHAIN LINK FENCE, SEE GENERAL NOTES ON THIS SHEET. 4' - 6 7/8"21' - 8 3/4"4' - 0"21' - 4 3/4"4' - 0" PLACE VERTICAL BIKE RACKS EVERY SIX FEET ON WALL OR CONCRETE BARRIER. TYPICAL ON EACH LEVEL. 0" RAMP DOWN - 2'-0" BELOW LEVEL ONE (ELEVATION = -2' - 0") GENERATOR FOR EMERGENCY LIGHTING. COORDINATE WITH ELECTRICAL. STORAGE SNOW MELT SYSTEM TO BE BUILT WITH SSH. SEE MECH. FUTURE MECHANICAL EQUIP. SEE MECH. 2 2 ' - 0 " POWER COMPANY TRANSFORMERS. SEE CIVIL. 1 P101 P102 P103 CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 8' - 1" 9' - 0" 9' - 0"1 1 4' - 4" P-A101 B1 TYPICAL OF EACH LEVEL 1 LEVEL 01 200' - 0" PRKG LVL1-FOOTING AND FOUNDATION 100' - 0" PCPDP.CP.D TYP. 6' - 0" 1' - 4 " 3' - 0 " 2" DIA. GALVANIZED BENT PIPE EPOXIED AND BOLTED TO CONCRETE WALL FOR BIKE LOCKS. MOUNT ON EACH FLOOR, ON EACH SIDE OF PARKING STRUCTURE AS SPACE ALLOWS, TYP. B2 P-A101 LEVEL 01 200' - 0" PRKG LVL1-FOOTING AND FOUNDATION 100' - 0" P8 4" EXPANSION BOLTS EPOXIED INTO WALL, 4 PER PLATE 1/4" STEEL GALVANIZED PLATE 2" DIA. GALVANIZED BENT STEEL PIPE WELDED TO STEEL PLATE BICYCLE, N.I.C. CONCRETE PARKING STRUCTURE WALL method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A101 LEVEL ONE 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 LEVEL 01 - PARKING 1 Addendum #1 4/13/16 GENERAL NOTES - PARKING FLOOR PLAN 1 CHAIN LINK FENCE - DEFERED SUBMITTAL (OCCURS IN ALL LOCATIONS NOTED ON FLOOR PLANS AS CHAIN LINK FENCE): CHAIN LINK FENCE W/ 4'-0" GATE WITH LATCH TO ALLOW LOCK. TYPICAL OF ALL STORAGE AREAS IN PARKING GARAGE. PROVIDE 6"x6"x3/8" METAL PLATE WITH (4) 3/4" DROP-IN EXPANSION ANCHORS ON EACH CORNER, FOR CHAIN LINK STEEL POSTS (CAUTION - DO NOT GO PAST 3/4" DEPTH TO AVOID HITTING A PT SLAB TENDON). 3" STEEL POSTS ARE TO BE ON ENDS, CORNERS, EACH SIDE OF GATES AND NO MORE THAN 8'-0" APART (LONG STRETCHES TO BE EQUALLY SPACED BETWEEN END POSTS). WELD POST TO BOTTOM PLATE ALL AROUND POST. FOR TOP OF POST, PROVIDE SAME METAL PLATE AND ANCHOR SYSTEM WITH A SLIP JOINT SLEEVE WELDED TO THE PLATE, THAT WILL RECIEVE THE POST. POST IS TO BE CUT 2" SHORT OF METAL PLATE THAT IS ATTACHED TO DECK AND SLEEVE IS TO EXTEND PAST END OF POST AT LEAST 3". CHAIN LINK FENCE IS TO BE 9 GAUGE, 8'-0" TALL MINIMUM AND HAVE A 2" HORIZONTAL BAR (OR AS RECOMMENDED BY MRF) AT THE TOP OF THE CHAIN LINK. HEIGHT OF FENCE TO GO HIGHER IF OWNER DESIRES - COORDINATE WITH OWNER. STORAGE TO BE INACCESSIBLE FROM ABOVE (CHAIN LINK TO DECK OR CHAIN LINK LID). FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PURCHASING AND CONSTRUCTING MATERIALS. 2 3/16" = 1'-0"B1 PARKING STRUCTURE BIKE RACK, TYP. 3/4" = 1'-0"B2 VERTICAL BIKE LOCK BAR DETAIL, TYP. 1 1 UP UPUP A1 P-A300 P-A200B1 P-A200 A1 P-A200 B2 LEVEL 02 RAMP UP TO LEVEL 03 C2 P-A300 26' - 2"36' - 0"36' - 0"36' - 0"36' - 0"36' - 0"25' - 4" 11 6 ' - 3 1 / 4 " 12 ' - 7 1 / 2 " 32 ' - 1 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 12 ' - 7 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 9"3' - 11"21' - 8 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"3' - 8" 12 ' - 1 1 / 2 " 12 ' - 1 1 / 2 " 6"4' - 10" 8" 8' - 4"13' - 8"4' - 4"18' - 0" B1 P-A300 P1 P1 P2 P2 P3 P3 P4 P4 P5 P5 P6 P6 P7 P7 P8 P8 P.AP.A P.BP.B P.CP.C P.DP.D P.EP.E P.FP.F LEVEL 02 VAN9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9' - 0"8' - 0" 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' VAN9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' PA R A L L E L B I C Y C L E P A R K I N G PA R A L L E L B I C Y C L E P A R K I N G STORAGE 9' - 0"8' - 0" FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING FUTURE SINGLE STUDENT HOUSING 9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' RAMP UP TO LEVEL 02 RA M P U P T O L E V E L 0 2 9'x18'9'x18'9'x18' RA M P F R O M G R A D E L E V E L - R E : C I V I L 9'x18'9'x18'9'x18' 9'x16' 9'x18' 9'x18' A2 P-A401 A1 P-A401 36' - 0" P-A401 B4 P-A402 B4 12 ' - 7 1 / 2 " 32 ' - 3 5 / 8 " 27 ' - 6 7 / 8 " 32 ' - 1 1 / 2 " 12 ' - 7 1 / 2 " 230' - 8" 11 7 ' - 3 " 11' - 2 1/2" SLOPE AND FEATHER STAIR LANDING TO PARKING GARAGE GRADE. TYPICAL OF ALL LEVELS. 5' - 6"5' - 6" 5' - 6" 8' - 9 3/4" 8' - 9 3/4" 11' - 2 1/2" P201 P202 P203 CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 P-A101 B1 P-A102 2 TYP. PAINTED GRAPHIC - WHITE ON BLUE BACKGROUND 6' - 0 " 6' - 0" method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A102 LEVEL TWO 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 LEVEL 02 - PARKING 3/8" = 1'-0"2 HANDICAP PARKING GRAPHIC 1 Addendum #1 4/13/16 1 GENERAL NOTES - PARKING FLOOR PLAN 1 CHAIN LINK FENCE - DEFERED SUBMITTAL (OCCURS IN ALL LOCATIONS NOTED ON FLOOR PLANS AS CHAIN LINK FENCE): CHAIN LINK FENCE W/ 4'-0" GATE WITH LATCH TO ALLOW LOCK. TYPICAL OF ALL STORAGE AREAS IN PARKING GARAGE. PROVIDE 6"x6"x3/8" METAL PLATE WITH (4) 3/4" DROP-IN EXPANSION ANCHORS ON EACH CORNER, FOR CHAIN LINK STEEL POSTS (CAUTION - DO NOT GO PAST 3/4" DEPTH TO AVOID HITTING A PT SLAB TENDON). 3" STEEL POSTS ARE TO BE ON ENDS, CORNERS, EACH SIDE OF GATES AND NO MORE THAN 8'-0" APART (LONG STRETCHES TO BE EQUALLY SPACED BETWEEN END POSTS). WELD POST TO BOTTOM PLATE ALL AROUND POST. FOR TOP OF POST, PROVIDE SAME METAL PLATE AND ANCHOR SYSTEM WITH A SLIP JOINT SLEEVE WELDED TO THE PLATE, THAT WILL RECIEVE THE POST. POST IS TO BE CUT 2" SHORT OF METAL PLATE THAT IS ATTACHED TO DECK AND SLEEVE IS TO EXTEND PAST END OF POST AT LEAST 3". CHAIN LINK FENCE IS TO BE 9 GAUGE, 8'-0" TALL MINIMUM AND HAVE A 2" HORIZONTAL BAR (OR AS RECOMMENDED BY MRF) AT THE TOP OF THE CHAIN LINK. HEIGHT OF FENCE TO GO HIGHER IF OWNER DESIRES - COORDINATE WITH OWNER. STORAGE TO BE INACCESSIBLE FROM ABOVE (CHAIN LINK TO DECK OR CHAIN LINK LID). FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PURCHASING AND CONSTRUCTING MATERIALS. 2 UPUP A1 P-A300 P-A200 C1 P-A200B1 P-A200 A1 P-A200 B2 LEVEL 03 RAMP UP TO LEVEL 04 C2 P-A300 31' - 6" 21' - 8 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"3' - 8" B1 P-A300 P1 P1 P2 P2 P3 P3 P4 P4 P5 P5 P6 P6 P7 P7 P8 P8 P.AP.A P.BP.B P.CP.C P.DP.D P.EP.E P.F LEVEL 03 LEVEL 03 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9' - 0"8' - 0" 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' PA R A L L E L B I C Y C L E P A R K I N G PA R A L L E L B I C Y C L E P A R K I N G STORAGE 9' - 0"8' - 0" FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING 9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' RAMP UP TO LEVEL 03 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16' 9'x18'9'x18'9'x18'9'x18' 9'x18' P-A401 A4 FUTURE SINGLE STUDENT HOUSING P-A402 A4 21' - 4 1/4" 36' - 0"25' - 4" 12 ' - 7 1 / 2 " 32 ' - 1 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 12 ' - 7 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 230' - 8" P301 P302 P303 CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A103 LEVEL THREE 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 LEVEL 03 - PARKING 1 Addendum #1 4/13/16 1 GENERAL NOTES - PARKING FLOOR PLAN 1 CHAIN LINK FENCE - DEFERED SUBMITTAL (OCCURS IN ALL LOCATIONS NOTED ON FLOOR PLANS AS CHAIN LINK FENCE): CHAIN LINK FENCE W/ 4'-0" GATE WITH LATCH TO ALLOW LOCK. TYPICAL OF ALL STORAGE AREAS IN PARKING GARAGE. PROVIDE 6"x6"x3/8" METAL PLATE WITH (4) 3/4" DROP-IN EXPANSION ANCHORS ON EACH CORNER, FOR CHAIN LINK STEEL POSTS (CAUTION - DO NOT GO PAST 3/4" DEPTH TO AVOID HITTING A PT SLAB TENDON). 3" STEEL POSTS ARE TO BE ON ENDS, CORNERS, EACH SIDE OF GATES AND NO MORE THAN 8'-0" APART (LONG STRETCHES TO BE EQUALLY SPACED BETWEEN END POSTS). WELD POST TO BOTTOM PLATE ALL AROUND POST. FOR TOP OF POST, PROVIDE SAME METAL PLATE AND ANCHOR SYSTEM WITH A SLIP JOINT SLEEVE WELDED TO THE PLATE, THAT WILL RECIEVE THE POST. POST IS TO BE CUT 2" SHORT OF METAL PLATE THAT IS ATTACHED TO DECK AND SLEEVE IS TO EXTEND PAST END OF POST AT LEAST 3". CHAIN LINK FENCE IS TO BE 9 GAUGE, 8'-0" TALL MINIMUM AND HAVE A 2" HORIZONTAL BAR (OR AS RECOMMENDED BY MRF) AT THE TOP OF THE CHAIN LINK. HEIGHT OF FENCE TO GO HIGHER IF OWNER DESIRES - COORDINATE WITH OWNER. STORAGE TO BE INACCESSIBLE FROM ABOVE (CHAIN LINK TO DECK OR CHAIN LINK LID). FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PURCHASING AND CONSTRUCTING MATERIALS. 2 UP UP UP A1 P-A300 P-A200 A1 LEVEL 04 LEVEL 04 C2 P-A300 41' - 7 3/4" B1 P-A300 P1 P1 P2 P2 P3 P3 P4 P4 P5 P5 P6 P6 P7 P7 P8 P8 P.AP.A P.BP.B P.CP.C P.DP.D P.EP.E P.F P-A401 C3 RAMP UP TO LEVEL 05 21' - 8 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"3' - 8" LEVEL 04 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9' - 0"8' - 0" 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' PA R A L L E L B I C Y C L E P A R K I N G PA R A L L E L B I C Y C L E P A R K I N G STORAGE 9' - 0"8' - 0" 9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' RAMP UP TO LEVEL 04 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18' 9'x18' FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING 31' - 6" P-A402 A4 36' - 0"36' - 0"25' - 4" 12 ' - 7 1 / 2 " 32 ' - 1 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 12 ' - 7 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 12 ' - 7 1 / 2 " 230' - 8" 25' - 4"36' - 0"36' - 0"36' - 0" 32 ' - 1 1 / 2 " P401 P403 CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. P402 1 method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A104 LEVEL FOUR 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 LEVEL 04 - PARKING 1 Addendum #1 4/13/16 1 GENERAL NOTES - PARKING FLOOR PLAN 1 CHAIN LINK FENCE - DEFERED SUBMITTAL (OCCURS IN ALL LOCATIONS NOTED ON FLOOR PLANS AS CHAIN LINK FENCE): CHAIN LINK FENCE W/ 4'-0" GATE WITH LATCH TO ALLOW LOCK. TYPICAL OF ALL STORAGE AREAS IN PARKING GARAGE. PROVIDE 6"x6"x3/8" METAL PLATE WITH (4) 3/4" DROP-IN EXPANSION ANCHORS ON EACH CORNER, FOR CHAIN LINK STEEL POSTS (CAUTION - DO NOT GO PAST 3/4" DEPTH TO AVOID HITTING A PT SLAB TENDON). 3" STEEL POSTS ARE TO BE ON ENDS, CORNERS, EACH SIDE OF GATES AND NO MORE THAN 8'-0" APART (LONG STRETCHES TO BE EQUALLY SPACED BETWEEN END POSTS). WELD POST TO BOTTOM PLATE ALL AROUND POST. FOR TOP OF POST, PROVIDE SAME METAL PLATE AND ANCHOR SYSTEM WITH A SLIP JOINT SLEEVE WELDED TO THE PLATE, THAT WILL RECIEVE THE POST. POST IS TO BE CUT 2" SHORT OF METAL PLATE THAT IS ATTACHED TO DECK AND SLEEVE IS TO EXTEND PAST END OF POST AT LEAST 3". CHAIN LINK FENCE IS TO BE 9 GAUGE, 8'-0" TALL MINIMUM AND HAVE A 2" HORIZONTAL BAR (OR AS RECOMMENDED BY MRF) AT THE TOP OF THE CHAIN LINK. HEIGHT OF FENCE TO GO HIGHER IF OWNER DESIRES - COORDINATE WITH OWNER. STORAGE TO BE INACCESSIBLE FROM ABOVE (CHAIN LINK TO DECK OR CHAIN LINK LID). FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PURCHASING AND CONSTRUCTING MATERIALS. 2 UP UP UP A.10 P-A200 C1 P-A200B1 P-A200 A1 P-A200 B2 C2 P-A300 26' - 2"36' - 0"36' - 0"36' - 0"36' - 0" 11 7 ' - 3 " 12 ' - 7 1 / 2 " 32 ' - 1 1 / 2 " 27 ' - 7 " 32 ' - 3 1 / 2 " 12 ' - 7 1 / 2 " B1 P-A300 P1 P1 P2 P2 P3 P3 P4 P4 P5 P5 P6 P6 P7 P7 P8 P8 P.A P.BP.B P.CP.C P.DP.D P.EP.E P.FP.F P-A401 B3 LEVEL 05 RAMP UP TO LEVEL 06 1' - 0"3' - 11"21' - 8 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"3' - 8" LEVEL 05 LEVEL 05 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9' - 0"8' - 0" 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' PA R A L L E L B I C Y C L E P A R K I N G PA R A L L E L B I C Y C L E P A R K I N G STORAGE 9' - 0"8' - 0" 9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' RAMP UP TO LEVEL 05 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18' 9'x18' FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING FUTURE SINGLE STUDENT HOUSING P-A402 A4 P501 P502 P503 CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A105 LEVEL FIVE 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 LEVEL 05 - PARKING 1 Addendum #1 4/13/16 1 GENERAL NOTES - PARKING FLOOR PLAN 1 CHAIN LINK FENCE - DEFERED SUBMITTAL (OCCURS IN ALL LOCATIONS NOTED ON FLOOR PLANS AS CHAIN LINK FENCE): CHAIN LINK FENCE W/ 4'-0" GATE WITH LATCH TO ALLOW LOCK. TYPICAL OF ALL STORAGE AREAS IN PARKING GARAGE. PROVIDE 6"x6"x3/8" METAL PLATE WITH (4) 3/4" DROP-IN EXPANSION ANCHORS ON EACH CORNER, FOR CHAIN LINK STEEL POSTS (CAUTION - DO NOT GO PAST 3/4" DEPTH TO AVOID HITTING A PT SLAB TENDON). 3" STEEL POSTS ARE TO BE ON ENDS, CORNERS, EACH SIDE OF GATES AND NO MORE THAN 8'-0" APART (LONG STRETCHES TO BE EQUALLY SPACED BETWEEN END POSTS). WELD POST TO BOTTOM PLATE ALL AROUND POST. FOR TOP OF POST, PROVIDE SAME METAL PLATE AND ANCHOR SYSTEM WITH A SLIP JOINT SLEEVE WELDED TO THE PLATE, THAT WILL RECIEVE THE POST. POST IS TO BE CUT 2" SHORT OF METAL PLATE THAT IS ATTACHED TO DECK AND SLEEVE IS TO EXTEND PAST END OF POST AT LEAST 3". CHAIN LINK FENCE IS TO BE 9 GAUGE, 8'-0" TALL MINIMUM AND HAVE A 2" HORIZONTAL BAR (OR AS RECOMMENDED BY MRF) AT THE TOP OF THE CHAIN LINK. HEIGHT OF FENCE TO GO HIGHER IF OWNER DESIRES - COORDINATE WITH OWNER. STORAGE TO BE INACCESSIBLE FROM ABOVE (CHAIN LINK TO DECK OR CHAIN LINK LID). FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PURCHASING AND CONSTRUCTING MATERIALS. 2 UP 1 AE303 A1 P-A300 P-A200 C1 P-A200B1 P-A200 A1 P-A200 B2 level 06 level 06 level 06 RAMP DOWN TO LEVEL FIVE C2 P-A300 B1 P-A300 P1 P1 P2 P2 P3 P3 P4 P4 P5 P5 P6 P6 P7 P7 P8 P8 P.AP.A P.BP.B P.CP.C P.DP.D P.EP.E P.F A2 P-A401 A1 P-A401 P-A401 A3 21' - 8 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"4' - 0"21' - 4 3/4"3' - 8" LEVEL 03 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x16'9'x16'9'x16'9'x16'9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' PA R A L L E L B I C Y C L E P A R K I N G STORAGE FUTURE MIXED USE BUILDING FUTURE SINGLE STUDENT HOUSING 9'x18' 9'x16'9'x16'9'x16'9'x16'9'x16'9'x16' 9'x18'9'x18'9'x18'9'x18'9'x18'9'x18' 9'x16' 9'x18'9'x18'9'x18'9'x18' 9'x18' FUTURE SINGLE STUDENT HOUSING 9'x16'9'x16' 9'x18' 9'x18' P-A402 A4 SIM 51' - 9 3/8" STORAGE STORAGE 36' - 0"25' - 4" 12 ' - 7 1 / 2 " 32 ' - 1 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 12 ' - 7 1 / 2 " 27 ' - 6 7 / 8 " 32 ' - 3 5 / 8 " 230' - 8" 25' - 4"36' - 0"36' - 0"36' - 0"36' - 0" OPEN TO BELOW P601 GUARD RAIL CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 STANDING SEEM ROOF ABOVE. CHAIN LINK FENCE ON ALL SIDES OF STORAGE, SEE GENERAL NOTES ON THIS SHEET. 1 method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A106 LEVEL SIX 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 LEVEL 06 - PARKING 1 Addendum #1 4/13/16 GENERAL NOTES - PARKING FLOOR PLAN 1 CHAIN LINK FENCE - DEFERED SUBMITTAL (OCCURS IN ALL LOCATIONS NOTED ON FLOOR PLANS AS CHAIN LINK FENCE): CHAIN LINK FENCE W/ 4'-0" GATE WITH LATCH TO ALLOW LOCK. TYPICAL OF ALL STORAGE AREAS IN PARKING GARAGE. PROVIDE 6"x6"x3/8" METAL PLATE WITH (4) 3/4" DROP-IN EXPANSION ANCHORS ON EACH CORNER, FOR CHAIN LINK STEEL POSTS (CAUTION - DO NOT GO PAST 3/4" DEPTH TO AVOID HITTING A PT SLAB TENDON). 3" STEEL POSTS ARE TO BE ON ENDS, CORNERS, EACH SIDE OF GATES AND NO MORE THAN 8'-0" APART (LONG STRETCHES TO BE EQUALLY SPACED BETWEEN END POSTS). WELD POST TO BOTTOM PLATE ALL AROUND POST. FOR TOP OF POST, PROVIDE SAME METAL PLATE AND ANCHOR SYSTEM WITH A SLIP JOINT SLEEVE WELDED TO THE PLATE, THAT WILL RECIEVE THE POST. POST IS TO BE CUT 2" SHORT OF METAL PLATE THAT IS ATTACHED TO DECK AND SLEEVE IS TO EXTEND PAST END OF POST AT LEAST 3". CHAIN LINK FENCE IS TO BE 9 GAUGE, 8'-0" TALL MINIMUM AND HAVE A 2" HORIZONTAL BAR (OR AS RECOMMENDED BY MRF) AT THE TOP OF THE CHAIN LINK. HEIGHT OF FENCE TO GO HIGHER IF OWNER DESIRES - COORDINATE WITH OWNER. STORAGE TO BE INACCESSIBLE FROM ABOVE (CHAIN LINK TO DECK OR CHAIN LINK LID). FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PURCHASING AND CONSTRUCTING MATERIALS. 2 1 LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C2 P-A300 P1P2P3P4P5P6P7P8A2 P-A401 56' - 0"56' - 0"56' - 0" 61' - 4" 24' - 0" A1 P-A300 LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" B1 P-A300 P.A P.B P.C P.D P.E P.F 56' - 0"56' - 0"56' - 0" 2 AE303 A1 P-A300 LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" A3 P-A402P.AP.BP.CP.DP.EP.F 56' - 0"56' - 0" 61' - 4" 1 50' - 9 3/4" LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C2 P-A300 P1 P2 P3 P4 P5 A2 P-A401 P-A402 A1 56' - 0"56' - 0"56' - 0" 61' - 4" 24' - 0" method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A200 ELEVATIONS 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"C1 PARKING - NORTH ELEVATION 3/32" = 1'-0"B1 PARKING - EAST ELEVATION 3/32" = 1'-0"B2 PARKING - WEST ELEVATION 3/32" = 1'-0"A1 PARKING - SOUTH ELEVATION 1 Addendum #1 4/13/16 LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C2 P-A300 P1 P2 P3 P4 P5 P6 P7 P8 2' - 0 " 10 ' - 1 3 / 4 " 10 ' - 1 3 / 4 " 10 ' - 1 3 / 4 " 10 ' - 1 3 / 4 " 11 ' - 2 1 / 2 " 8' - 9 3 / 4 " 2' - 4 3 / 4 " 5' - 6 " SOLID GUARD RAIL FOR SNOW REMOVAL. 1 A1 P-A300 LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" B1 P-A300 P.AP.BP.CP.DP.EP.F A2 P-A402 55' - 8" 50' - 9 3/4" LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C2 P-A300 P1 P2 P3 P4 P5 P6 P7 P8 10 ' - 1 3 / 4 " 10 ' - 1 3 / 4 " 10 ' - 1 3 / 4 " 10 ' - 1 3 / 4 " 11 ' - 2 1 / 2 " method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A300 BUILDING SECTIONS 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/32" = 1'-0"A1 BUILDING SECTION 1 - PARKING 3/32" = 1'-0"C2 BUILDING SECTION 3 - PARKING 3/32" = 1'-0"B1 BUILDING SECTION 2 - PARKING1 1 Addendum #1 4/13/16 UP UP UP UP UP UP UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 AE303P1 P.F A2 P-A401 A1 P-A401 STAIR NORTH 10"21' - 10" 1' - 1 0 3 / 4 " 10 ' - 8 " TYP. 1' - 2 1/4" CLEAR 15 3/4" 5' - 0 " 8" 5' - 0 " 5' - 9"7 EQ. TREADS = 6' 5"9' - 8" 5' - 9"11 EQ. TREADS = 10' 1"6' - 0" 1' - 0" 1' - 0" 1' - 0"1' - 0" P101 5' - 0" 5' - 0 " C L E A R 4 " 1 AE303P1 P.F A2 P-A401 A1 P-A401 5' - 9"10 EQ. TREADS = 9' 2"6' - 11" 5' - 9"6 EQ TREADS = 5' 6"10' - 7" 5 ' - 0 " 8 " 5 ' - 0 " 1 ' - 9 1 /2 " 1' - 0" 1' - 0" P201 1 AE303P1 P.F A2 P-A401 A1 P-A401 5' - 9"11 EQ. TREADS = 10' 1"6' - 0" 5' - 9"5 EQ. TREADS = 4' 7"11' - 6" 1' - 0" 1' - 0" P301 1 AE303 P1 P.F A2 P-A401 A1 P-A401 5' - 9"11 EQ. TREADS = 10' 1"6' - 0" 5' - 9"6 EQ. TREADS = 5' 6"10' - 7" 5 ' - 0 " 8 " 5 ' - 0 " 1' - 0" 1' - 0" P401 P1 P.F A2 P-A401 A1 P-A401 5 ' - 0 " 8 " 5 ' - 0 " 5' - 9"11 EQ. TRENDS = 10' 1"6' - 0" 9' - 5"3 EQ. TRENDS = 2' 9"9' - 8" 1' - 0" 1' - 0"1' - 0" P501 1 AE303 P1 P.F A2 P-A401 A1 P-A401 5 ' - 0 " 8 " 5 ' - 0 " P601 LEVEL 01 - BUILDING B 100' - 0" LEVEL 02 - BUILDING B 115' - 0" LEVEL 03 - BUILDING B 128' - 0" LEVEL 04 - BUILDING B 138' - 0" DECK BEARING - BUILDING B 148' - 6" LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" P.F A1 P-A401 LEVEL 02 - BUILDING B 115' - 0" LEVEL 03 - BUILDING B 128' - 0" LEVEL 04 - BUILDING B 138' - 0" DECK BEARING - BUILDING B 148' - 6" 1 AE303 LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" P1 A2 P-A401 P-A405 D3 P-A405 C4 P-A405 E3 A4 P-A405 P601 P501 P401 P301 P201 P101 GALVANIZED & PAINTED GAURDRAIL AND HANDRAIL. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. TYPCIAL. STEEL & CONCRETE PAN STAIR PER STRUCTURAL. STEEL TO BE GALVANIZED & PAINTED. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. TYPCIAL. method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A401 VERTICAL CIRCULATION- STAIR (NORTH) 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 1/4" = 1'-0"C4 LEVEL 01 - PARKING - ENLARGED PLAN 1/4" = 1'-0"B4 LEVEL 02 - PARKING - ENLARGED PLAN 1/4" = 1'-0"A4 LEVEL 03 - PARKING - ENLARGED PLAN 1/4" = 1'-0"C3 LEVEL 04 - PARKING - ENLARGED PLAN 1/4" = 1'-0"B3 LEVEL 05 - PARKING - ENLARGED PLAN 1/4" = 1'-0"A3 LEVEL 06 - PARKING - ENLARGED PLAN 1/4" = 1'-0"A2 STAIR NORTH - SECTION 1 1/4" = 1'-0"A1 STAIR NORTH - SECTION 2 1 Addendum #1 4/13/16 THIS STAIRWELL (NORTH OF PARKING STRUCTURE) IS FOR REFERENCE ONLY AND IS NOT IN THE CONTRACT FOR BID PACKAGE #1. DESIGN AND DETAILS WILL BE COMPLETED IN FUTURE BID PACKAGE. 1 A3 P-A402 P.A A2 P-A402 8"5' - 1"9 EQ. TREADS @ 8' - 3"1' - 4"5' - 0" 6" 1 1 ' - 9 5 /8 " 15' - 4" 1 0 " 14' - 0"1' - 1" 5 ' - 0 " 5 ' - 0 " LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C1 P-A402 D1 P-A402 2 ' - 1 0 " 1 ' - 7 1 /2 " TYP 6' - 4" E4 P-A405 P-A405 B4 4 " 1 0 ' - 1 3 /4 " 1 0 ' - 1 3 /4 " 1 0 ' - 1 3 /4 " 1 0 ' - 1 3 /4 " 5 ' - 1 0 " 5 ' - 7 " 4 ' - 6 3 /4 " 5 ' - 7 " 4 ' - 6 3 /4 " 5 ' - 7 " 4 ' - 6 3 /4 " 1' - 0" T Y P 3 ' - 0 " GALVANIZED & PAINTED GAURDRAIL. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. TYPCIAL. LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C1 P-A402 D1 P-A402 P-A405 C4 P-A405 D3 5 ' - 0 1 /4 " 1 0 ' - 2 " 1 0 ' - 2 " 1 0 ' - 9 1 /2 " 5 ' - 8 1 /2 " 5 ' - 4 1 /2 " 5 ' - 7 " 4 ' - 6 3 /4 " 5 ' - 7 " 4 ' - 6 3 /4 " 5 ' - 7 " 4 ' - 6 3 /4 " 5 ' - 7 " 5 ' - 1 0 " A3 P-A402 P.A A2 P-A402 A1 P-A402 8"6' - 1"8 EQ. TREADS @ 7' - 3" 1' - 4" 4' - 11 3/4" 15' - 4" 1 0 " 5 ' - 0 " 1 1 ' - 9 5 /8 " 5 ' - 0 " C1 P-A402 P.A A1 P-A402 D1 P-A402 [No Slope] [No Slope] [No Slope] 1" / 1 2 " 1" / 12" 1' - 5 3/8" 1' - 2" STAIRS - (3) RISERS @ 7" MAX STAIRS - (3) RISERS @ 7" MAX BRUSHED STAINLESS STEEL HANDRAILS, TYP. 3' - 1 5/8" 4' - 9 3/4" 1" / 1 2 " 5' - 4 1/2"SIDEWALK TO MATCH HIGH POINT OF PARKING STRUCTURE SLOPE. FIELD VERIFY. RAMP TO PARKING STRUCTURE. SEE CIVIL. 6 ' - 9 " 4 ' - 1 1 1 /4 " 2 ' - 0 " 1 0 ' - 1 1 1 /4 " 2 ' - 0 " 5 ' - 0 " 3 ' - 5 5 /8 " 5 ' - 0 " LEVEL 01 - PARKING 100' - 0" A3 P-A402 P.A P.BA2 P-A402 A1 P-A402 1 1/2" DIA. BRUSHED STAINLESS STEEL HANDRAIL. 1 1/2" DIA. BRUSHED STAINLESS STEEL HANDRAIL. LEVEL 02 - BUILDING B 115' - 0" LEVEL 01 - PARKING 100' - 0" LEVEL 02 - PARKING 111' - 2 1/2" LEVEL 03 - PARKING 121' - 4 1/4" LEVEL 04 - PARKING 131' - 6" LEVEL 05 - PARKING 141' - 7 3/4" LEVEL 06 - PARKING 151' - 9 1/2" C1 P-A402 D1 P-A402 HONED 8x8x16 CMU. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. GALVANIZED & PAINTED GAURDRAIL AND HANDRAIL. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. TYPCIAL. STEEL & CONCRETE PAN STAIR PER STRUCTURAL. STEEL TO BE GALVANIZED & PAINTED. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. TYPCIAL. BRUSHED STAINLESS STEEL HANDRAIL. RETAINING WALL PER CIVIL DRAWINGS. PRECAST PARAPET CAP. COLOR AND STYLE TO BE SELECTED BY ARCHITECT. A4 P-A405 TYP 4 6 ' - 0 " 1 LEVEL 01 - PARKING 100' - 0" A3 P-A402 P.A A2 P-A402 A1 P-A402 CONCRETE CURB 1 1/2" DIA. BRUSHED STAINLESS STEEL HANDRAIL. 1 1/2" DIA. BRUSHED STAINLESS STEEL HANDRAIL. TYP. 4' - 0" 3 ' - 0 " 1' - 0" 1' - 0" 3 ' - 0 "1' - 0" 3 ' - 0 " method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A402 VERTICAL CIRCULATION - STAIR (SOUTH) 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 1/4" = 1'-0"B4 LEVEL 01 - STAIR - ENLARGED PLAN 1/4" = 1'-0"A3 STAIR SOUTH - SECTION 2 1/4" = 1'-0"A2 STAIR SOUTH - SECTION 1 1/4" = 1'-0"A4 LEVEL 02,03,04 & 05 - STAIR - ENLARGED PLAN 1/4" = 1'-0"C4 SITE PLAN - PARKING GARAGE - Callout 1 1/4" = 1'-0"D1 Section 29 1/4" = 1'-0"A1 Section 21 1/4" = 1'-0"C1 Section 8 1 Addendum #1 4/13/16 1 MASONRY WALL, IMBED PLATES AND FOOTINGS & FOUNDATIONS (SEE STRUCTURAL), WILL BE INCLUDED IN BID PACKAGE #1. STEEL AND CONCRETE STAIRS AND ROOF OVER STAIRS WILL BE IN FUTURE BID PACKAGE. 1 5 1/2" PAINTED 1 1/2" O.D. NOMINAL METAL PIPE HANDRAIL; GRIND ALL WELDS SMOOTH, TYP. 11" PROVIDE BACKING FOR ALL HANDRAILS MOUNTED ON GYP BOARD WALLS CONCRETE FILLED STAIR PANS, TYP STRINGER CONC. SLAB ON GRADE THICKENED SLAB, RE; STRUCT FACE PLATE, WELD TO STRINGER. SUPPORT ANGLE WELDED TO STRINGER AND BOLDTED TO FLOOR EMBEDED PLATE SUPPORT ANGLE WELDED TO STRINGER AND TREAD NOTE: TYPICAL CONDITION AT STAIRWAYS: PRIME AND PAINT ALL RAIL SYSTEMS AND BACK OF STAIRS. ALL PIPE MATERIAL SHALL BE SCHEDULE 40 PIPE STANDARD, GRIND ALL WELDS SMOOTH 7 " M A X 1 1/4" DIA. STEEL PIPE TOP RAIL, WELD TO STANCHION GRIND SMOOTH. PRIME AND PAINT, AS SPECIFIED IN FINISH SCHEDULE. 1/4" DIA. VENT HOLE AT EACH STANCHION 1 1/4" DIA. STEEL PIPE TOP AND BOTTOM RAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT, AS SPECIFIED IN FINISH SCHEDULE. 1 1/4" DIA. STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT, AS SPECIFIED IN FINISH SCHEDULE. 1/2" DIA. STEEL BALUSTER RODS @ 4" MAX. O.C. WELD TOP AND BOTTOM TO STEEL PIPES GRIND ALL WELDS SMOOTH. PRIME AND PAINT AS SPECIFIED 1 1/4" DIA. STEEL PIPE EQUALLY SPACED (NOT TO EXCEED 5'-0" O.C.) GRIND ALL WELDS SMOOTH. PRIME AND PAINT, AS SPECIFIED SCHEDULE. STANCHION WELDED TO TOP OF STAIR STRINGER, GRIND ALL WELDS SMOOTH STEEL STRINGER, PRIME AND PAINT AS SPECIFIED 4 3 /8 " NOTE: TYPICAL CONDITION AT STAIRWAYS: PRIME AND PAINT, ALL RAIL SYSTEMS AND BACK OF STAIRS. ALL PIPE MATERIAL SHALL BE SCHEDULE 40 PIPE STANDARD, GRIND ALL WELDS SMOOTH 1 1/2" 4 " 2 ' - 9 " 4 1 /2 " 3 6 " M A X 4 2 " M I N I M U M CONCRETE SIDEWALK OR LANDING 1 1/4" DIA. GALVANIZED STEEL PIPE, EQUALLY SPACED (5'-0" MAX), GRIND ALL WELDS SMOOTH. PNT-5 1/2" DIA. GALVANIZED STEEL BALUSTER RODS @ 4" MAX. O.C. WELD TOP AND BOTTOM TO STEEL PIPES, GRIND ALL WELDS SMOOTH. PNT-5 1 1/4" DIA. GALVANIZED STEEL HANDRAIL, GRIND ALL WELDS SMOOTH. PNT-5 1 1/4" DIA. GALVANIZED STEEL PIPE, TOP AND BOTTOM RAIL GRIND ALL WELDS SMOOTH. PNT-5 1/4" VENT HOLE AT EACH STANCHION 1 1/4" DIA. GALVANIZED STEEL PIPE, TOP RAIL, WELD TO STANCHION GRIND ALL WELDS SMOOTH. - PNT-5 4 3 /8 " 1 1/2"1 1 /2 " 3 6 " M A X 4 2 " M I N I M U M 1/2"x1/2" NOMINAL SQUARE PAINTED METAL TUBE INTERMEDIATE RAILS SPACED EQUALLY; TYP. COMPOSITE SLAB, RE; STRUCT 1-1/2' O.D. NOMINAL PAINTED METAL PIPE GUARDRAIL. PNT-5 TYPICAL; GRIND ALL WELDS SMOOTH, PRIME AND PAINT (PNT-5) ALL RAIL SYSTEMS, STRINGERS, AND BACK OF STAIRS. 4" MAX EQ EQ 4 " B4 P-A405 NOTE: USE R AND B WAGNER FOR INTERIOR OR APPROVED EQUAL MALLEABLE IRON #1765 VERIFY BACKING BEHIND BRACKET CONNECTION WALL LINE 1 1/4" DIA. SCHEDULE 40 STEEL PIPE HANDRAIL. PLUG ENDS AND RETURN TO WALL, LEAVING 1/4" GAP BETWEEN WALL AND FINISH END OF RAIL. GRIND WELDS SMOOTH, PRIME AND PAINT PNT-5 AS SPECIFIED IN FINISH SCHEDULE. 1/2" DIA. STEEL BAR BRACKET @ 48" O.C. MAX GRIND WELDS SMOOTH. PRIME AND PAINT AS SPECIFIED. 1/4" X 3" DIA. STEEL BASE, SECURE W/ (2) 1/2" DIA. DOUBLE EXPANSION ANCHORS. PRIME AND PAINT AS SPECIFIED. NOTE: GRIND WELDS SMOOTH. PRIME AND PAINT AS SPECIFIED IN FINISH SCHEDULE. 1/4" STEEL BENT PLATE - RE: STRUCT STRINGER CONT. WELDED RISER AND STAIR NOSING TO TOP OF EDGE ANGLE: GRIND SMOOTH, TYP WELD STRINGER TO FACE OF EDGE ANGLE, TYP NOTCH STRINGER AROUND FLOOR PLATE 3 ' - 0 "CONCRETE ON METAL DECK - RE: STRUCT 11" FACE PLATE WELDED TO STRINGERS, TYP STEEL ANGLE - RE: STRUCT STRINGER 1" TYP CONT. WELDED RISER AND STAIR NOSING TO TOP OF EDGE ANGLE: GRIND SMOOTH, TYP WELD STRINGER TO FACE OF EDGE ANGLE, TYP NOTCH STRINGER AROUND FLOOR PLATE 1' - 0" 3 ' - 6 " 3 ' - 0 " 5/8" DIA x 12" LONG HEAD STUDS WELDED @18" O.C. CONCRETE ON METAL DECK - RE: STRUCT STEEL BEAM - RE: STRUCT M A X 7 " method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A405 STAIR DETAILS 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 3/4" = 1'-0"D3 BOTTOM LANDING DETAIL 1" = 1'-0"D4 CLOSED STRINGER DETAIL 1" = 1'-0"B4 GUARD RAIL ANCHORING DETAIL 3/4" = 1'-0"A4 GUARD RAIL DETAIL 1" = 1'-0"E4 HANDRAIL TO WALL ANCHORING DETAIL 3/4" = 1'-0"C4 MID-LANDING DETAIL 3/4" = 1'-0"E3 UPPER LANDING DETAIL 1 Addendum #1 4/13/16 MASONRY WALL, IMBED PLATES AND FOOTINGS & FOUNDATIONS (SEE STRUCTURAL), WILL BE INCLUDED IN BID PACKAGE #1. STEEL AND CONCRETE STAIRS AND ROOF OVER STAIRS WILL BE IN FUTURE BID PACKAGE. 1 4 " P E R D O O R S C H E D U L E 2" SCHEDULE SEE DOOR 2" C. L . O F H A R D W A R E 3' - 4 " 4 " P E R D O O R S C H E D U L E 2" SCHEDULE SEE DOOR 2" C. L . O F H A R D W A R E 3' - 4 " ADOOR TYPE BDOOR TYPE DOOR AS SCHEDULED SCH. WALL SHIM HOLLOW METAL FRAME BACKER ROD & SEALANT BOTH SIDES 1" SHIM CONT. BACKER ROD & SEALANT BOTH SIDES SCH. WALL DOOR AS SCHEDULED HOLLOW METAL FRAME CORRIDOR SIDE 1" HEAVY DUTY ALUMINUM HINGED SAFETY COVER - FUTURE BID SET CONCRETE STAIR - SEE STRUCTURAL DOOR AS SCHEDULED PARK GARAGE - SEE STRUCTURAL 1 method studioinc. 9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 226 South 1st West Rexburg, ID 83440 P-A500 DOOR SCHEDULE AND DETAILS 13.0670 13 APRIL, 2016 HEMMING CEDARS HOUSING / MIXED USE BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES DOOR SCHEDULE - PARKING GARAGE Door Type Door DOOR FRAME Head Jamb Sill Fire RatingNumber Width Height Thickness Material FINISH Material Finish P101 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P102 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P103 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P201 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P202 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P203 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P301 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P302 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P303 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P401 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P402 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P403 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P501 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P502 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P503 B 6' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN P601 A 3' - 0" 7' - 0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED C4/P-A500 B4/P-A500 A4/P-A500 90 MIN 1/4" = 1'-0"D4 DOOR LEGEND 3" = 1'-0"C4 HM - Door 4 IN Head - CMU 3" = 1'-0"B4 HM - Door Jamb - CMU 1 1/2" = 1'-0"A4 DOOR SILL EXPANSION JOINT 1 1 1 Addendum #1 4/13/16 BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S100GENERALSTRUCTURALNOTES1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET BA S I S F O R D E S I G N 1. G o v e r n i n g B u i l d i n g C o d e In t e r n a t i o n a l B u i l d i n g C o d e 2 0 1 2 2 R i s k C a t e g o r y II 3 F l o o r L i v e L o a d s 3 . 1 U n i f o r m l y D i s t r i b u t e d L o a d s a . P a r k i n g 40 p s f 3 . 2 C o n c e n t r a t e d L o a d s , a l l a r e a s 2 0 0 0 l b s 4. R o o f S n o w L o a d 4 . 1 G r o u n d S n o w L o a d P / g = 4 3 p s f 4 . 2 F l a t R o o f S n o w L o a d P / f = 3 6 p s f 4 . 3 S n o w E x p o s u r e F a c t o r C / e = 1 . 0 4 . 4 T h e r m a l F a c t o r C/ t = 1 . 2 4 . 5 S n o w L o a d I m p o r t a n c e F a c t o r I / S n o w = 1 . 0 5. W i n d L o a d 5 . 1 B a s i c W i n d S p e e d ( 3 S e c o n d G u s t ) 1 1 5 m p h 5 . 2 W i n d E x p o s u r e C 5 . 3 I n t e r n a l P r e s s u r e C o e f f i c i e n t ± 0 . 1 8 6. S e i s m i c D e s i g n C r i t e r i a 6 . 1 M a p p e d S p e c t r a l R e s p o n s e A c c e l e r a t i o n s a . 1 S h o r t P e r i o d A c c e l e r a t i o n S / S = 0 . 4 4 b . 1 - S e c o n d A c c e l e r a t i o n S / 1 = 0 . 1 5 7 6 . 2 S i t e C l a s s ( S o i l P r o f i l e ) C 6 . 3 S p e c t r a l R e s p o n s e C o e f f i c i e n t s a . S h o r t P e r i o d A c c e l e r a t i o n S / D S = 0 . 3 5 5 b . 1 - S e c o n d A c c e l e r a t i o n S / D 1 = 0 . 1 7 2 6 . 4 S e i s m i c I m p o r t a n c e F a c t o r I / S e i s m i c = 1 . 0 6 . 5 S e i s m i c D e s i g n C a t e g o r y D 6 . 6 E f f e c t i v e S t r u c t u r a l S e i s m i c W e i g h t W 6 . 7 B a s i c S e i s m i c F o r c e R e s i s t i n g S y s t e m S p e c i al R e i n f o r c e d C o n c r e t e S h e a r W a l l s a . R e s p o n s e M o d i f i c a t i o n C o e f f i c i e n t R = 6 b . S y s t e m O v e r - S t r e n g t h F a c t o r Ω / 0 = 2 . 5 c . D e f l e c t i o n A m p l i f i c a t i o n F a c t o r C / D = 5 d . D e s i g n B a s e S h e a r V = C / S * W = 0 . 1 8 2 W 6 . 8 A n a l y s i s P r o c e d u r e E q u i v a l e n t L a t e r a l F o r c e 7. S e r v i c e a b i l i t y C r i t e r i a 7 . 1 D e f l e c t i o n L i m i t s F l o o r L/ 3 6 0 R o o f L/ 3 6 0 7 . 2 I n t e r s t o r y S e i s m i c / W i n d D r i f t Δ / a < 0 . 0 2 h (' h ' i s s t o r y h e i g h t ) GE N E R A L 1. C h a n g e s t o t h e s e c o n t r a c t d r a w i n g s m a y b e m a d e o n ly b y a n a u t h o r i z e d r e p r e s e n t a t i v e o f t h e e n g i n e e r or a r c h i t e c t . T h e a r c h i t e c t o r e n g i n e e r sh a l l n o t b e h e l d r e s p o n s i b l e o r l i a b l e f o r a n y c l a im s a r i s i n g d i r e c t l y o r i n d i r e c t l y f r o m c h a n g e s m a d e w i t h o u t w r i t t e n a u t h o r i z a t i o n b y a n au t h o r i z e d r e p r e s e n t a t i v e . 2. O m i s s i o n s o r c o n f l i c t s b e t w e e n t h e c o n t r a c t d r a w i ng s a n d / o r s p e c i f i c a t i o n s s h a l l b e b r o u g h t t o t h e a tt e n t i o n o f t h e a r c h i t e c t / e n g i n e e r b e f o r e pr o c e e d i n g w i t h a n y w o r k i n v o l v e d . I n c a s e o f c o n f li c t , f o l l o w t h e m o s t s t r i n g e n t r e q u i r e m e n t a s d i r e ct e d b y t h e a r c h i t e c t / e n g i n e e r a t n o ad d i t i o n a l c o s t t o t h e o w n e r . 2. O m i s s i o n s o r c o n f l i c t s b e t w e e n t h e c o n t r a c t d r a w i ng s a n d / o r s p e c i f i c a t i o n s s h a l l b e b r o u g h t t o t h e a tt e n t i o n o f t h e a r c h i t e c t / e n g i n e e r b e f o r e pr o c e e d i n g w i t h a n y w o r k i n v o l v e d . I n c a s e o f c o n f li c t , f o l l o w t h e m o s t s t r i n g e n t r e q u i r e m e n t a s d i r e ct e d b y t h e a r c h i t e c t / e n g i n e e r a t n o ad d i t i o n a l c o s t t o t h e o w n e r . 3. T h e c o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r m e a n s , m e th o d s , t e c h n i q u e s , s e q u e n c e s , a n d p r o c e d u r e s i n o r d er t o c o m p l y w i t h t h e c o n t r a c t d r a w i n g s an d s p e c i f i c a t i o n s . T h e c o n t r a c t o r s h a l l p r o v i d e a de q u a t e s h o r i n g a n d b r a c i n g a s r e q u i r e d f o r t h e c h o se n m e t h o d o f e r e c t i o n . S h o r i n g a n d br a c i n g s h a l l r e m a i n i n p l a c e u n t i l f i n a l c o n n e c t i o ns f o r t h e p e r m a n e n t m e m b e r s a r e c o m p l e t e d . T h e b u il d i n g s h a l l n o t b e c o n s i d e r e d s t a b l e u n t i l al l c o n n e c t i o n s a r e c o m p l e t e d . W a l l s s h a l l n o t b e co n s i d e r e d s e l f - s u p p o r t i n g a n d s h a l l b e b r a c e d u n t i l t h e f l o o r / r o o f s y s t e m i s c o m p l e t e d . 4. T h e c o n t r a c t o r s h a l l c o o r d i n a t e w i t h a l l t r a d e s a ny i t e m s t h a t a r e t o b e i n t e g r a t e d i n t o t h e s t r u c t u ra l s y s t e m s u c h a s o p e n i n g s , p e n e t r a t i o n s , me c h a n i c a l a n d e l e c t r i c a l e q u i p m e n t , e t c . S i z e s a n d l o c a t i o n s o f m e c h a n i c a l a n d o t h e r e q u i p m e n t t h a t di f f e r s f r o m t h o s e s h o w n o n t h e c o n t r a c t dr a w i n g s s h a l l b e r e p o r t e d t o t h e a r c h i t e c t / e n g i n e e r. 5. T h e c o n t r a c t o r s h a l l s u b m i t a w r i t t e n r e q u e s t t o th e a r c h i t e c t / e n g i n e e r b e f o r e p r o c e e d i n g w i t h a n y c ha n g e s , s u b s t i t u t i o n s , o r m o d i f i c a t i o n s . A n y wo r k d o n e b y t h e c o n t r a c t o r b e f o r e r e c e i v i n g w r i t t e n a p p r o v a l w i l l b e a t t h e c o n t r a c t o r ' s r i s k . 6. T h e c o n t r a c t o r s h a l l v e r i f y a l l s i t e c o n d i t i o n s a nd d i m e n s i o n s . I f a c t u a l c o n d i t i o n s d i f f e r f r o m t h os e s h o w n i n t h e c o n t r a c t d r a w i n g s , t h e co n t r a c t o r s h a l l i m m e d i a t e l y n o t i f y t h e a r c h i t e c t / e ng i n e e r b e f o r e p r o c e e d i n g w i t h t h e f a b r i c a t i o n o r c on s t r u c t i o n o f a n y a f f e c t e d e l e m e n t s . 7. T h e s t r u c t u r a l n o t e s a r e i n t e n d e d t o c o m p l e m e n t t he p r o j e c t s p e c i f i c a t i o n s . S p e c i f i c n o t e s a n d d e t a i ls i n t h e d r a w i n g s s h a l l g o v e r n o v e r t h e st r u c t u r a l n o t e s a n d t y p i c a l d e t a i l s . 8. T y p i c a l d e t a i l s a n d s e c t i o n s s h a l l a p p l y w h e r e s p ec i f i c d e t a i l s a r e n o t s h o w n . 9. D e t a i l i n g a n d s h o p d r a w i n g p r o d u c t i o n f o r s t r u c t u ra l e l e m e n t s w i l l r e q u i r e i n f o r m a t i o n ( i n c l u d i n g d i me n s i o n s ) c o n t a i n e d i n t h e a r c h i t e c t u r a l , st r u c t u r a l a n d / o r o t h e r c o n s u l t a n t s ' d r a w i n g s . T h e s t r u c t u r a l d r a w i n g s s h a l l b e u s e d i n c o n j u n c t i o n w it h t h e a r c h i t e c t u r a l a n d o t h e r c o n s u l t a n t s ' dr a w i n g s . M o s t d i m e n s i o n s a n d m o s t n o n - s t r u c t u r a l el e m e n t s s u c h a s e l e v a t i o n s , d e p r e s s i o n s , s l o p e s , m ec h a n i c a l h o u s e k e e p i n g p a d s , e t c . a r e no t s h o w n i n t h e s t r u c t u r a l d r a w i n g s . S e e t h e A r c h it e c t u r a l D r a w i n g s f o r d i m e n s i o n s , d o o r s , w i n d o w s , no n - b e a r i n g i n t e r i o r a n d e x t e r i o r w a l l s , el e v a t i o n s , s l o p e s , s t a i r s , c u r b s , d r a i n s , r e c e s s e s , d e p r e s s i o n s , r a i l i n g s , w a t e r p r o o f i n g , f i n i s h e s , c ha m f e r s , k e r f s , e t c . 10 . S h o p d r a w i n g s m a d e f r o m r e p r o d u c t i o n s o f t h e d r a wi n g s w i l l b e r e j e c t e d u n l e s s t h e c o n t r a c t o r s i g n s a r e l e a s e a g r e e m e n t p r i o r t o t h e s h o p dr a w i n g s b e i n g r e v i e w e d . 11 . R e v i e w o f s h o p d r a w i n g s u b m i t t a l s b y t h e e n g i n e e r i s f o r g e n e r a l c o m p l i a n c e o n l y a n d i s n o t i n t e n d e d f o r a p p r o v a l . T h e s h o p d r a w i n g r e v i e w sh a l l n o t r e l i e v e t h e c o n t r a c t o r f r o m t h e r e s p o n s i b il i t y o f c o m p l e t i n g t h e p r o j e c t a c c o r d i n g t o t h e c o nt r a c t d o c u m e n t s . 12 . A l l w o r k s h a l l b e d o n e i n a c c o r d a n c e w i t h O S H A r eq u i r e m e n t s . P o t e n t i a l c o n f l i c t s b e t w e e n t h e s e d o c um e n t s a n d O S H A r e q u i r e m e n t s s h a l l b e br o u g h t t o t h e a t t e n t i o n o f t h e s t r u c t u r a l e n g i n e e r b e f o r e p r o c e e d i n g w i t h t h e w o r k . 13 . S i t e o b s e r v a t i o n s b y t h e e n g i n e e r a n d o r a r c h i t e ct s h a l l n o t b e c o n s t r u e d a s a p p r o v a l o f c o n s t r u c t i on , t h e p r o c e d u r e s , n o r s p e c i a l i n s p e c t i o n . 14 . T h e t e r m s " E n g i n e e r " a n d " E n g i n e e r o f R e c o r d " ( E OR ) a r e m e a n t t o r e f e r t o a n a u t h o r i z e d r e p r e s e n t a t iv e o f M J S t r u c t u r a l E n g i n e e r s . FO U N D A T I O N 1. S o i l s R e p o r t b y : EA G L E R O C K E N G I N E E R I N G Da t e d : Ja n u r a y 2 0 1 6 2. S o i l B e a r i n g P r e s s u r e : 25 0 0 p s f , o n N a t i v e G r a v e l o r S t r u c t u r a l F i l l 3. F r o s t P r o t e c t i o n : 36 i n c h e s m i n i m u m 4. L a t e r a l S o i l P r e s s u r e F l u i d E q u i v a l e n t D e n s i t y : 4 . 1 . A c t i v e 35 p c f ( r e t a i n i n g w a l l s ) 4 . 2 . A t R e s t 55 p c f ( r i g i d f o u n d a t i o n w a l l s ) 4 . 3 . P a s s i v e 30 0 p c f 5. C o e f f i c i e n t o f F r i c t i o n 0. 4 EA R T H W O R K 1. C l e a r i n g : T h e e n t i r e b u i l d i n g a r e a , i n c l u d i n g 3 f ee t b e y o n d t h e b u i l d i n g p e r i m e t e r , s h a l l b e s c r a p e d t o t h e d e p t h n e c e s s a r y ( 4 " m i n i m u m ) t o re m o v e a l l v e g e t a t i o n , t o p s o i l , l o o s e / d i s t u r b e d s u r fi c i a l s o i l s , d e b r i s , u n d o c u m e n t e d f i l l s , a n d a n y o th e r d e l e t e r i o u s m a t e r i a l s . 2. T h e s i t e c o n t a i n s 3 ' t o 7 ' o f u n d o c u m e n t e d f i l l . R e m o v e a l l u n d o c u m e n t e d f i l l a n d o t h e r s u b - g r a d e m at e r i a l s t h a t a r e u n s u i t a b l e a n d r e p l a c e wi t h c o m p a c t e d s t r u c t u r a l f i l l . A s a n a l t e r n a t e t h e s o i l m a y b e i m p r o v e d w i t h r a m m e d a g g r e g a t e p i e r s (s u c h a s G e o - p i e r s ) 3. C o m p a c t e d S r u c t u r a l F i l l : A l l f i l l m a t e r i a l s h a l l b e a w e l l - g r a d e d g r a n u l a r m a t e r i a l w i t h a m a x i m u m si z e l e s s t h a n 4 " a n d w i t h n o t m o r e t h a n 10 % p a s s i n g a # 2 0 0 s i e v e . I t s h a l l b e c o m p a c t e d t o 9 5 % o f t h e m a x i m u m l a b o r a t o r y d e n s i t y a s d e t e r m i n e d b y A S T M D 1 5 5 7 . A l l f i l l s h a l l be t e s t e d . C o m p a c t e d s t r u c t u r a l f i l l s h a l l b e p l a c ed i n l i f t s n o t e x c e e d i n g 8 " i n u n c o m p a c t e d t h i c k n e ss . 4. F l o o r s l a b s t h i c k n e s s e s s h a l l b e a s i n d i c a t e d i n th e d r a w i n g s a n d u n d e r l a i n b y a g r a n u l a r l a y e r { o f th i c k n e s s i n d i c a t e d i n t h e d r a w i n g s } { a t le a s t 4 " t h i c k } . T h e g r a n u l a r f i l l s h a l l b e f r e e - d ra i n i n g f i l l s u c h a s " p e a " g r a v e l o r t h r e e - q u a r t e r s - t o o n e - i n c h m i n u s c l e a n g a p - g r a d e d g r a v e l wi t h n o t m o r e t h a n 5 % p a s s i n g a # 2 0 0 s i e v e a n d s h a l l b e c o m p a c t e d t o a t l e a s t 9 0 % o f t h e m a x i m u m l a b o r at o r y d e n s i t y a s d e t e r m i n e d b y AS T M D 1 5 5 7 . 5. C o n s u l t t h e p r o j e c t s p e c i f i c a t i o n s a n d s o i l s r e p o rt f o r f u r t h e r e a r t h w o r k r e q u i r e m e n t s . T h e s o i l s e n gi n e e r s h a l l r e v i e w a l l e x c a v a t i o n s a n d f i l l pl a c e m e n t p r i o r t o p l a c i n g c o n c r e t e . CO N C R E T E 1 M a t e r i a l s u n l e s s n o t e d o t h e r w i s e : 1 . 1 . N o r m a l W e i g h t A g g r e g a t e s A S T M C 3 3 1 . 2 . F l y A s h , C l a s s F P o z z o l a n A S T M C 6 1 8 1 . 3 . R e i n f o r c i n g S t e e l a . G e n e r a l A S T M 6 1 5 G r a d e 6 0 ( 6 0 k s i ) b . F r a m e M e m b e r s , S h e a r w a l l B o u n d a r i e s A S T M A 7 0 6 ( 6 0 k s i ) A S T M A 6 1 5 i s p e r m i t t e d i f m i l l c e r t i f i c a t i o n s a r e s u b m i t t e d s h o w i n g t h a t a c t u a l y ie l d s t r e n g t h d o e s n o t e x c e e d t h e s p e c i f i e d s t r e n g t h by m o r e t h a n 1 8 0 0 0 p s i a n d t h e r a t i o o f t e n s i l e t o yi e l d s t r e n g t h i s g r e a t e r t h a n 1 . 2 5 . 1 . 4 . H e a d e d S t u d A n c h o r s ( H S A ) A S T M A 1 0 8 1 . 5 . A d m i x t u r e s : A i r - e n t r a i n i n g a d m i x t u r e s s h al l c o m p l y w i t h A S T M C 2 6 0 ( w h e n u s e d ) . C a l c i u m c h l or i d e s h a l l n o t b e a d d e d t o t h e c o n c r e t e mi x . U n r e i n f o r c e d c o n c r e t e s l a b s o n g r a d e m a y h a v e ca l c i u m c h l o r i d e n o t e x c e e d i n g o n e p e r c e n t . 1 . 6 . C e m e n t c o m p l y i n g w i t h A S T M C - 1 5 0 s h a l l b e u s e d f o r a l l c o n c r e t e . S e e t a b l e o f c o n c r e t e p r o p er t i e s f o r c e m e n t t y p e . 1 . 7 . N o a l u m i n u m c o n d u i t o r p r o d u c t c o n t a i n i n g a l u m i n u m o r a n y o t h e r m a t e r i a l i n j u r i o u s t o c o n c r et e s h a l l b e e m b e d d e d i n c o n c r e t e . 1 . 8 . D C I s h a l l b e a d d e d t o P T C o n c r e t e m i x t u r e a t 2 . 5 g a l l o n s p e r c u b i c y a r d . CO N C R E T E U S E EX P O S U R E CL A S S I F I C A T I O N S CE M E N T TY P E (M I N ) f' c ( p s i ) (M A X ) w / cm R A T I O (M A X ) FL A Y A S H PE R C E N T (M I N ) A I R CO N T E N T PE R C E N T (M A X ) AG G S I Z E (M A X ) SL U M P Fo o t i n g s F2 S 0 P 0 C 1 I / I I 4 0 0 0 0 . 4 5 3 0 6 1 " 4 . 0 0 " Sl a b s o n G r a d e F 0 S 0 P 0 C 0 I / I I 4 0 0 0 0 . 4 5 3 0 6 3 / 4 " 4 . 0 0 " Sh e a r W a l l s F0 S 0 P 0 C 0 I / I I 3 0 0 0 0 . 5 0 3 0 6 3 / 4 " 4 . 0 0 " Ot h e r W a l l s F2 S 0 P 0 C 1 I / I I 4 0 0 0 0 . 4 5 3 0 6 3 / 4 " 4 . 0 0 " Co l u m n s F0 S 0 P 0 C 0 I / I I 4 0 0 0 0 . 5 0 3 0 5 3 / 4 " 4 . 0 0 " Po s t T e n s i o n e d S l a b s a n d B e a m s F 3 S 0 P 0 C 2 1 I / I I 5 0 0 0 0 . 4 0 25 6 3 / 4 " 4 . 0 0 " Su s p e n d e d S l a b s F 1 S 0 P 0 C 1 I / I I 4 0 0 0 0 . 4 5 3 0 6 3 / 4 " 4 . 0 0 " No r m a l W e i g h t C o n c r e t e o n S t e e l D e c k F 0 S 0 P 0 C 0 C I / I I 3 5 00 0 . 5 0 3 0 2 3 / 4 " 4 . 0 0 " 7 . 2 . C o n t r a c t o r s h a l l c o o r d i n a t e p l a c e m e n t o f a l l o p e n i n g s , c u r b s , d o w e l s , s l e e v e s , c o n d u i t s , b o lt s , i n s e r t s a n d o t h e r e m b e d d e d i t e m s p r i o r t o co n c r e t e p l a c e m e n t . 7 . 3 . A l l e m b e d s a n d d o w e l s s h a l l b e s e c u r e l y ti e d t o f o r m w o r k o r t o a d j a c e n t r e i n f o r c i n g p r i o r t o t h e p l a c e m e n t o f c o n c r e t e . 7 . 4 . N o p i p e s , d u c t s , s l e e v e s , e t c . s h a l l b e pl a c e d i n s t r u c t u r a l c o n c r e t e u n l e s s s p e c i f i c a l l y d et a i l e d o r a p p r o v e d b y t h e s t r u c t u r a l e n g i n e e r . Pe n e t r a t i o n s t h r o u g h w a l l s w h e n a p p r o v e d s h a l l b e b ui l t i n t o t h e w a l l p r i o r t o c o n c r e t e p l a c e m e n t . P e ne t r a t i o n s w i l l n o t b e a l l o w e d i n f o o t i n g s o r gr a d e b e a m s u n l e s s d e t a i l e d . P i p i n g s h a l l b e r o u t e d a r o u n d t h e s e e l e m e n t s a n d f o o t i n g s s t e p p e d t o a v o i d p i p i n g . 7 . 5 . R e i n f o r c i n g b a r s s h a l l n o t b e w e l d e d u n l es s s p e c i f i c a l l y s h o w n o n d r a w i n g s . I n s u c h c a s e s , us e o n l y A W S s t a n d a r d s . D o n o t s u b s t i t u t e re i n f o r c i n g b a r s f o r D B A s o r H S A s . 7 . 6 . T o p o f c o n c r e t e c o l u m n s s h a l l b e f l u s h ( ±1 / 4 " ) w i t h b o t t o m o f s u p p o r t e d c a s t - i n - p l a c e m e m b e rs . 6. D e t a i l i n g 8 . 1 . L a p s p l i c e l e n g t h s s h a l l b e d e t a i l e d t o co m p l y w i t h t h e " R e i n f o r c i n g B a r L a p S p l i c e S c h e d u l e" c o n t a i n e d w i t h i n t h e c o n t r a c t d r a w i n g s . a . D o n o t s p l i c e s t i r r u p s a n d t i e s . D o n o t s p l i c e v e r t i c a l b a r s i n r e t a i n i n g w a l l s u n l e s s s p e ci f i c a l l y s h o w n . b . A t s h e a r w a l l b o u n d a r y e l e m e n t s a n d a t m om e n t f r a m e b e a m s t o c o l u m n s , l a p l e n g t h s s h a l l b e in c r e a s e d b y 2 5 % . c . S p l i c e s m a y b e m a d e w i t h m e c h a n i c a l s p l ic e s c a p a b l e o f 1 2 5 % t e n s i o n c a p a c i t y o f t h e b a r b e in g s p l i c e d . M e c h a n i c a l s p l i c e s s h a l l b e t h e po s i t i v e c o n n e c t i n g t y p e c o u p l e r a n d s h a l l m e e t a l l A C I r e q u i r e m e n t s . U s e " C a d w e l d " , " L e n t o n " S t a n d a r d C o u p l e r s , " B a r - L o c k " o r e q u a l w i t h in t e r n a l p r o t e c t o r . I f m e c h a n i c a l s p l i c e s a r e u s e d , s p l i c e s o r c o u p l e r s o n a d j a c e n t b a r s s h a l l b e s t a gg e r e d a m i n i m u m o f 2 4 " a p a r t a l o n g t h e lo n g i t u d i n a l a x i s o f t h e r e i n f o r c i n g b a r s . 8 . 2 . A t j o i n t s p r o v i d e r e i n f o r c i n g d o w e l s t o ma t c h t h e m e m b e r r e i n f o r c i n g , u n l e s s n o t e d o t h e r w i s e. 8 . 3 . A t a l l d i s c o n t i n u o u s c o n t r o l o r c o n s t r u c ti o n s l a b o n g r a d e j o i n t s , p r o v i d e ( 2 ) # 4 x 4 8 " . 8 . 4 . P r o v i d e c o r n e r b a r s a t i n t e r s e c t i n g w a l l c o r n e r s u s i n g t h e s a m e b a r s i z e a n d s p a c i n g a s t h e h o r i z o n t a l w a l l r e i n f o r c i n g . 8 . 5 . A l l v e r t i c a l r e i n f o r c i n g s h a l l b e d o w e l e d t o f o o t i n g s , o r t o t h e s t r u c t u r e b e l o w w i t h t h e s am e s i z e a n d s p a c i n g a s t h e v e r t i c a l r e i n f o r c i n g f o r th e e l e m e n t a b o v e . D o w e l s e x t e n d i n g i n t o f o o t i n g s s ha l l t e r m i n a t e w i t h a 9 0 ° s t a n d a r d h o o k a n d s h a l l e xt e n d t o w i t h i n 4 " o f t h e b o t t o m o f t h e fo o t i n g . F o o t i n g d o w e l s ( # 8 b a r s a n d s m a l l e r ) w i t h ho o k s n e e d n o t e x t e n d m o r e t h a n 2 0 " i n t o f o o t i n g s . 8 . 6 . I n c o n c r e t e s h e a r w a l l s , t h e h o r i z o n t a l w al l r e i n f o r c i n g s h a l l t e r m i n a t e a t e n d s o f w a l l s a n d o p e n i n g s i n t o t h e f a r e n d o f t h e j a m b c o l u m n wi t h a 9 0 ° s t a n d a r d h o o k p l u s a 6 b a r d i a m e t e r e x t e ns i o n . H o r i z o n t a l w a l l r e i n f o r c i n g s h a l l b e c o n t i n u ou s t h r o u g h c o n s t r u c t i o n a n d c o n t r o l j o i n t s . 8 . 7 . S e e d e t a i l s f o r r e i n f o r c i n g a r o u n d m i s c e ll a n e o u s o p e n i n g s ( 8 " t o 3 6 " w i d e ) . F o r o p e n i n g s w i de r t h a n 3 6 " , c o n t a c t t h e e n g i n e e r . A l l r e c e s s e s th a t i n t e r r u p t r e i n f o r c i n g s h a l l b e r e i n f o r c e d t h e sa m e a s a n o p e n i n g . 2. T h e c o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r t h e d e s i g n, d e t a i l i n g , c a r e , p l a c e m e n t a n d r e m o v a l o f a l l f o rm w o r k a n d s h o r e s . 4 . 1 . S u p p o r t i n g f o r m s a n d s h o r i n g s h a l l n o t b e r e m o v e d u n t i l s t r u c t u r a l m e m b e r s h a v e a c q u i r e d s u ff i c i e n t s t r e n g t h t o s a f e l y s u p p o r t t h e i r o w n we i g h t a n d a n y c o n s t r u c t i o n l o a d t o w h i c h t h e y m a y be s u b j e c t e d . I n n o c a s e , h o w e v e r , s h a l l f o r m s a n d s h o r i n g b e r e m o v e d i n l e s s t h a n 2 4 h o u r s af t e r c o n c r e t e p l a c e m e n t . 3. R e i n f o r c e m e n t s h a l l h a v e t h e f o l l o w i n g c o n c r e t e c ov e r : C le a r C o v e r : 5 . 1 . C a s t - i n - p l a c e C o n c r e t e a . C a s t a g a i n s t a n d p e r m a n e n t l y e x p o s e d t o e a r t h 3 " b . F o r m e d c o n c r e t e e x p o s e d t o e a r t h o r w e a th e r : # 6 t h r u # 1 8 b a r s 2 " # 5 a n d s m a l l e r b a r s 1 1 / 2 " c . C o n c r e t e n o t e x p o s e d t o w e a t h e r o r i n c on t a c t w i t h g r o u n d : S l a b s , W a l l s , J o i s t s ; # 1 1 B a r s a n d S m a l l e r 3 / 4 " B e a m s , C o l u m n s : P r i m a r y R e i n f o rc e m e n t , T i e s , S t i r r u p s , S p i r a l s 1 1 / 2 " d . C o n c r e t e n o t e x p o s e d t o w e a t h e r o r i n c on t a c t w i t h g r o u n d : S l a b s , W a l l s , J o i s t s ; # 1 1 B a r s a n d S m a l l e r 5 / 8 " B e a m s , C o l u m n s : P r i m a r y R e i n f o rc e m e n t 1 1 / 2 " T i e s , S t i r r u p s , S p i r a l s 3 / 8 " 4. C o n s t r u c t i o n J o i n t s a n d C o n t r o l J o i n t s : 6 . 1 . A l l h o r i z o n t a l a n d v e r t i c a l c o n s t r u c t i o n j o i n t s , i n c l u d i n g b e t w e e n t o p o f f o o t i n g a n d f o u n d at i o n w a l l s , s h a l l b e i n t e n t i o n a l l y r o u g h e n e d t o a fu l l a m p l i t u d e o f a p p r o x i m a t e l y 1 / 4 " . 6 . 2 . I n s t a l l c o n s t r u c t i o n o r c o n t r o l j o i n t s i n s l a b s o n g r a d e a t a s p a c i n g n o t t o e x c e e d 3 0 t i m e s t h e s l a b t h i c k n e s s i n a n y d i r e c t i o n , u n l e s s n o t e d ot h e r w i s e . C o n t r o l j o i n t s s h a l l b e i n s t a l l e d i n s l a bs o n g r a d e s o t h e l e n g t h t o w i d t h r a t i o o f t h e s l a b i s n o m o r e t h a n 1 . 2 5 : 1 . C o n t r o l j o i n t s s h a l l b e co m p l e t e d w i t h i n 1 2 h o u r s o f c o n c r e t e p l a c e m e n t . C on t r o l j o i n t s m a y b e i n s t a l l e d b y e i t h e r : a . S a w c u t w i t h d e p t h o f 1 / 4 t h e t h i c k n e s s o f t h e s l a b b . T o o l e d j o i n t s w i t h d e p t h o f 1 / 4 t h e t h i ck n e s s o f t h e s l a b 6 . 3 . C o n s t r u c t i o n j o i n t s s h a l l n o t e x c e e d a d is t a n c e o f 1 2 5 ' - 0 " o n c e n t e r i n a n y d i r e c t i o n . 5. C o n s t r u c t i o n 7 . 1 . U s e c h a i r s o r o t h e r s u p p o r t d e v i c e s r e c o mm e n d e d b y t h e C R S I t o s u p p o r t b a r a n d t i e r e i n f o r c em e n t b a r s a n d W W F p r i o r t o p l a c i n g co n c r e t e . W W F s h a l l b e c o n t i n u o u s l y s u p p o r t e d a t 3 6" o n c e n t e r m a x i m u m . R e i n f o r c i n g s t e e l f o r s l a b s on g r a d e s h a l l b e a d e q u a t e l y s u p p o r t e d o n pr e c a s t c o n c r e t e u n i t s . L i f t i n g t h e r e i n f o r c i n g o f f t h e g r a d e d u r i n g p l a c e m e n t o f c o n c r e t e i s n o t p e r mi t t e d . PO S T - T E N S I O N E D C O N C R E T E 1. F a b r i c a t i o n a n d i n s t a l l a t i o n s h a l l c o m p l y w i t h t h e l a t e s t e d i t i o n o f t h e f o l l o w i n g c o d e s a n d s t a n d a r ds : 1 . 1 . A C I 3 1 8 1 . 2 . P T I “ P o s t - T e n s i o n i n g M a n u a l ” 1 . 3 . P T I “ S p e c i f i c a t i o n f o r U n b o n d e d S i n g l e S tr a n d T e n d o n s ” 1 . 4 . P T I “ F i e l d P r o c e d u r e s U n b o d e d S i n g l e S t r an d T e n d o n s ” 2. P o s t - T e n s i o n e d T e n d o n s 2 . 1 . P o s t t e n s i o n i n g t e n d o n s s h a l l b e 0 . 5 ” d i am e t e r - 7 w i r e s t r a n d s , u n b o u n d e d ( s h e a t h e d ) , G r a d e 2 7 0 , L o w R e l a x a t i o n i n c o n f o r m a n c e wi t h A S T M 4 1 6 . 2 . 2 . S u p p l i e r s h a l l p r o v i d e t o t h e e n g i n e e r , fo r e a c h c o i l o r p a c k o f s t r a n d , c e r t i f i c a t e s c o n t a in i n g h e a t n u m b e r , c h e m i c a l a n a l y s i s , u l t i m a t e te n s i l e s t r e n g t h , y i e l d s t r e n g t h a t 1 % e l o n g a t i o n , el o n g a t i o n a t f a i l u r e , m o d u l u s o f e l a s t i c i t y , d i a m e te r a n d n e t a r e a o f s t r a n d , a n d t y p e o f ma t e r i a l . C o n t r a c t o r s h a l l k e e p t h i s i n f o r m a t i o n o n f i l e f o r t h e d u r a t i o n o f t h e p r o j e c t . 2 . 3 . T e n d o n f r i c t i o n v a l u e s s h a l l c o n f o r m t o th e f o l l o w i n g : 2 . 3 . 1 . M u 0 .0 7 o r l e s s 2 . 3 . 2 . W o b b l e F a c t o r 0 . 0 0 1 4 p e r f o o t o r l e s s 3. S h e a t h i n g a n d C o a t i n g 3 . 1 . T e n d o n s s h a l l b e p r o t e c t e d f r o m c o r r o s i o n a t a l l t i m e s b y a n a p p r o v e d c o a t i n g . T h e c o a t i n g s h a l l r e m a i n d u c t i l e a n d f r e e f r o m c r a c k s an d s h a l l n o t b e c o m e b r i t t l e o r f l u i d o v e r t h e e n t i re o p e r a t i n g o r a n t i c i p a t e d r a n g e o f t e m p e r a t u r e s , bu t s h a l l b e c h e m i c a l l y s t a b l e , n o n - a c t i v e , no n - c o r r o s i v e , a n d i m p e r v i o u s t o m o i s t u r e . T h e c o r r os i o n i n h i b i t i n g c o a t i n g s h a l l c o n f o r m t o s e c t i o n 3 .2 . 5 o f t h e P T I S p e c i f i c a t i o n . 3 . 2 . A l l s t r a n d s s h a l l b e e n c a s e d i n a p l a s t i c s h e a t h i n g t o p r e v e n t b o n d i n g t o t h e c o n c r e t e . S h ea t h i n g s h a l l c o n f o r m t o s e c t i o n 3 . 2 . 4 o f t h e PT I S p e c i f i c a t i o n . S h e a t h i n g s h a l l b e a p p l i e d u s i n g a c o n t i n u o u s e x t r u s i o n p r o c e s s a n d s h a l l h a v e n o se a m s . S h e a t h i n g s h a l l h a v e a m i n i m u m th i c k n e s s o f 5 0 m i l s . 3 . 3 . A l l n i c k s a n d t e a r s i n s h e a t h i n g s h a l l b e r e p a i r e d w i t h s e l f - a d h e s i v e , m o i s t u r e p r o o f t a p e of s u i t a b l e t h i c k n e s s . S u b m i t r e p a i r p r o d u c t t o en g i n e e r f o r r e v i e w p r i o r t o i n s t a l l a t i o n . T a p e s h al l b e s p i r a l l y w r a p p e d t o p r o v i d e a t l e a s t t w o l a y er s o f t a p e a t a l l p o i n t s . 4. A n c h o r a g e s 4 . 1 . A n c h o r a g e s a n d c o u p l i n g s s h a l l c o n f o r m t o s e c t i o n 3 . 2 . 3 o f t h e P T I S p e c i f i c a t i o n . 4 . 2 . A n c h o r a g e s f o r p o s t - t e n s i o n i n g t e n d o n s s ha l l b e d e s i g n e d i n a c c o r d a n c e w i t h A C I 3 1 8 a n d s h a ll h a v e I C B O a p p r o v a l s . A c o p y o f t h e IC B O t e s t r e p o r t s h a l l a c c o m p a n y t h e s h o p d r a w i n g s fo r r e v i e w . 4 . 3 . T h e a n c h o r a g e s f o r t e n d o n s s h a l l b e a b l e t o w i t h s t a n d t h e f o r c e s f r o m j a c k i n g a n d a n c h o r a g e . T h e s e a r e a s f o l l o w s : 4 . 3 . 1 . F o r c e s f r o m j a c k i n g t o o v e r c o m e f r ic t i o n l o s s e s 0 . 9 4 * f p y 4 . 3 . 2 . F o r c e s i m m e d i a t e l y a f t e r s t r a n d a n ch o r a g e 0 . 7 0 * f p u 5. E n c a p s u l a t i o n 5 . 1 . A l l p o s t - t e n s i o n i n g t e n d o n s a n d a n c h o r a g es s h a l l b e f u l l y e n c a p s u l a t e d a n d c o n f o r m t o s e c t i on 3 . 2 . 3 ( A n c h o r a g e s a n d C o u p l i n g s ) a n d se c t i o n 3 . 2 . 4 ( S h e a t h i n g ) o f t h e P T I S p e c i f i c a t i o n . A l l t e n d o n a n c h o r s s h a l l b e e p o x y o r p l a s t i c c o a t ed . T h e c o n c r e t e s u r f a c e s o f t h e s t r e s s i n g po c k e t s s h a l l b e c o a t e d w i t h a b o n d i n g a g e n t a n d g r ou t e d f l u s h w i t h t h e c o n c r e t e e d g e . 5 . 2 . S p e c i a l l y d e s i g n e d w a t e r t i g h t p r o t e c t i o n s l e e v e s , o r a n c h o r a g e e n c a p s u l a t i o n w i t h i n t e g r a l sl e e v e m u s t b e u s e d t o e n s u r e wa t e r - t i g h t n e s s o f t h e t e n d o n s h e a t h i n g a n d a n c h o r a ge i n t e r f a c e . 5 . 3 . E n c a p s u l a t e d a n c h o r , s l e e v e a n d t e n d o n s he a t h i n g s y s t e m s s h a l l b e a w a t e r t i g h t s y s t e m . S y s te m s w i t h z e r o v o i d s a r e p r e f e r r e d . T h e sy s t e m s h a l l h a v e c e r t i f i c a t i o n s h o w i n g i t h a s p a s s ed a 2 4 h o u r s u b m e r g e d w a t e r t i g h t t e s t . S p l i t e n c ap s u l a t i o n t u b e s a r e n o t a l l o w e d . 6. S t o r a g e a n d H a n d l i n g o f M a t e r i a l s 6 . 1 . A l l m a t e r i a l s s h a l l b e s t o r e d a n d i n a m an n e r w h i c h w i l l p r o t e c t t h e m f r o m w a t e r , a b r a s i o n an d o t h e r h a r m f u l e l e m e n t s . S t o r a g e a n d pa c k a g i n g s h a l l b e p e r f o r m e d i n a w a y t h a t t h e t e n d on s h e a t h i n g s h a l l b e p r o t e c t e d f r o m c u t s n i c k s a n d s c r a p e s . 6 . 2 . S t o r a g e o f m a t e r i a l s s h a l l c o n f o r m t o s e ct i o n 3 . 2 o f t h e P T I F i e l d P r o c e d u r e s . 7. S h o p D r a w i n g s a n d C a l c u l a t i o n s 7 . 1 . S h o p d r a w i n g s a n d c a l c u l a t i o n s s h a l l b e su b m i t t e d p r i o r t o f a b r i c a t i o n . T h e s h o p d r a w i n g s sh a l l s h o w t e n d o n q u a n t i t i e s , l o c a t i o n s , sp a c i n g , a n d m i l d s t e e l r e q u i r e m e n t s . T h e y s h a l l s ho w a l l d e t a i l s o f e n d a n c h o r a g e s , c o n n e c t i o n s , b l o ck - o u t s h o l e s , s t r e s s i n g p r o c e d u r e s a n d ot h e r r e l a t e d i t e m s . 7 . 2 . S h o p d r a w i n g s s h a l l a l s o s h o w a n t i c i p a t e d t e n d o n e l o n g a t i o n s f o r i n d i v i d u a l t e n d o n s . T e n d o n p l a c e m e n t s h a l l n o t c o m m e n c e u n t i l t h e en g i n e e r h a s r e v i e w e d t h e s h o p d r a w i n g s . 7 . 3 . T h e P T s u p p l i e r s h a l l a l s o s u b m i t c a l c u l at i o n s f o r r e v i e w b y t h e e n g i n e e r . T h e c a l c u l a t i o n s s h a l l i n c l u d e t h e f o l l o w i n g : 7 . 3 . 1 . T h e c a l c u l a t i o n s s h a l l b e s t a m p e d by a n e n g i n e e r l i c e n s e d i n t h e s t a t e w h e r e t h e p r o j ec t i s l o c a t e d . 7 . 3 . 2 . A n t i c i p a t e d s t r e s s i n g l o s s e s , a n d th e r e s u l t i n g f i n a l a n c h o r a g e f o r c e . 7 . 3 . 3 . A n t i c i p a t e d e l o n g a t i o n s f o r e a c h t en d o n a n d e a c h t e n d o n p u l l . 7 . 3 . 4 . I f a c t u a l t e n d o n r e e l s o r h e a t s h a ve a d i f f e r e n c e g r e a t e r t h a n 2 % o f t h e p r o d u c t o f t he m o d u l u s o f e l a s t i c i t y ( E ) a n d t h e a r e a ( A ) of t h e t e n d o n , c a l c u l a t i o n s a n d s h o p d r a w i n g s s h a l l b e r e v i s e d t o i n d i c a t e t h e p r o p e r t e n d o n q u a n t i t y an d e l o n g a t i o n s w h e n t h e t e n d o n s a r e de l i v e r e d w i t h t h e m i l l c e r t i f i c a t e s . 7 . 3 . 5 . C a l c u l a t i o n s s h a l l i n c l u d e c o m p u t a ti o n s f o r t h e s h o r t e n i n g o f t h e s l a b d u e t o c o n c r e t e s h r i n k a g e , c r e e p , a n d e l a s t i c s h o r t e n i n g . Th e c o n t r a c t o r s h a l l u s e t h i s t o a d j u s t t h e f o r m w o r k s u c h t h a t t h e f i n a l s l a b d i m e n s i o n s m a t c h t h o s e s ho w n o n t h e d r a w i n g s . ( T h e p o s t te n s i o n e d c o n c r e t e s l a b s c a n b e e x p e c t e d t o s h o r t e n a p p r o x i m a t e l y ¾ ” p e r 1 0 0 ' - 0 ” o f l e n g t h . ) 8. T e n d o n P l a c e m e n t a n d D e t a i l i n g : 8 . 1 . U n i f o r m s l a b t e n d o n s s h a l l n o t b e s p a c e d m o r e t h a n 8 t i m e s t h e s l a b t h i c k n e s s a n d i n n o c a s e s h a l l t h e t e n d o n s p a c i n g e x c e e d 4 8 ” . Tw i s t i n g o r e n t w i n i n g o f t h e i n d i v i d u a l s t r a n d s w i t hi n a b u n d l e o r a b e a m s h a l l n o t b e p e r m i t t e d . 8 . 2 . S i g h t d e v i a t i o n i n s p a c i n g o f t e n d o n s i s p e r m i t t e d w h e r e r e q u i r e d t o a v o i d o p e n i n g s a n d i n s er t s . R a d i u s o f c u r v a t u r e o f h o r i z o n t a l de v i a t i o n s h a l l b e n o t g r e a t e r t h a n a 1 / 6 r a t i o . T en d o n s s h a l l c l e a r a l l o p e n i n g s a n d s l e e v e s b y a m in i m u m o f 3 ” . N o s l e e v e s s h a l l b e l o c a t e d wi t h i n e n d q u a r t e r o f t h e s p a n n e a r t h e s u p p o r t s o r t h r o u g h s h e a r h e a d s . A l l s l e e v e s s h a l l b e c o o r d i n at e d w i t h t h e s t r u c t u r a l e n g i n e e r p r i o r t o co n c r e t e p l a c e m e n t . 8 . 3 . D r a p e t e n d o n s t o a p a r a b o l i c p r o f i l e a s sh o w n o n d r a w i n g s b e t w e e n s u p p o r t s a n d c o n f o r m t o c on t r o l p o i n t s s h o w n . D i m e n s i o n s s h o w n lo c a t e t h e c e n t e r o f g r a v i t y o f t h e t e n d o n o r g r o u p o f t e n d o n s . S u p p o r t b a r s a n d c h a i r s s h a l l b e f u r n is h e d t o a d e q u a t e l y h o l d t e n d o n s i n p l a c e du r i n g c o n c r e t e p l a c e m e n t . L o w p o i n t s o f t e n d o n s a re a t m i d - s p a n u n l e s s o t h e r w i s e s h o w n o r n o t e d . 8 . 4 . C h a i r s f o r t e n d o n s a r e t o b e p r o v i d e d a t h i g h p o i n t s ( c o l u m n s a n d w a l l s ) a n d l o w p o i n t s . A ft e r a n a t u r a l p a r a b o l i c d r a p e i s a c h i e v e d , pr o v i d e a d d i t i o n a l c h a i r s a t 3 6 ” o n c e n t e r m a x i m u m sp a c i n g . T e n d o n s a n d a n c h o r a g e s s h a l l b e p l a c e d t o t h e f o l l o w i n g t o l e r a n c e s : 8 . 4 . 1 . C o n c r e t e d i m e n s i o n s l e s s t h a n o r e qu a l t o 9 ” ± 1 / 8 " 8 . 4 . 2 . C o n c r e t e d i m e n s i o n s b e t w e e n 9 ” a n d 2 4 ” ± 1 / 4 " 8 . 4 . 3 . C o n c r e t e d i m e n s i o n s g r e a t e r t h a n o r e q u a l t o 2 4 " ± 1 / 2 " 8 . 5 . E d g e f o r m s s h a l l b e b r a c e d a n d a n c h o r e d to r e s i s t t h e d r a p i n g f o r c e . 8 . 6 . T h e r e s h a l l b e a m i n i m u m o f f o u r t e n d o n s w i t h i n t h e c o l u m n c a g e i n t h e b a n d e d t e n d o n s t r i p s a n d t w o t e n d o n s w i t h i n e a c h c o l u m n ca g e i n t h e d i s t r i b u t e d t e n d o n s t r i p s . 8 . 7 . U n l e s s o t h e r w i s e n o t e d , b a n d e d s t r i p s ( t en d o n s ) s h a l l b e c e n t e r e d o v e r c o l u m n s . B a n d e d t e n do n p l a c e m e n t s h a l l t a k e p r e c e d e n c e o v e r di s t r i b u t e d t e n d o n p l a c e m e n t w h e r e a c o n f l i c t o c c u r s. U n i f o r m t e n d o n s s h a l l a l w a y s p a s s o v e r b a n d e d t en d o n s e x c e p t a t i n t e r s e c t i o n s o v e r co l u m n s . 8 . 8 . A l l a n c h o r a g e s s h a l l b e s e c u r e l y f a s t e n e d i n p l a c e p r i o r t o p o u r i n g c o n c r e t e . M i n i m u m c o n c re t e c o v e r t o a n c h o r s h a l l b e a s f o l l o w s : 8 . 8 . 1 . S l a b E d g e s 1 1 / 2 " 8 . 8 . 2 . B e a m E n d 2 " 8 . 9 . A l s t r e s s i n g p o c k e t s a n d a n c h o r a g e s s h a l l b e w a t e r p r o o f s o a s t o e l i m i n a t e w a t e r l e a k a g e t h ro u g h t h e p o c k e t s . 8 . 1 0 . A l l p o c k e t s r e q u i r e d f o r a n c h o r a g e s h a l l b e a d e q u a t e l y r e i n f o r c e d s o a s n o t t o d e c r e a s e t h e s t r e n g t h o f t h e s t r u c t u r e . A m i n i m u m o f 2 #4 b a r s s h a l l b e p l a c e d b e h i n d a l l a n c h o r a g e s u n l e s s n o t e d o t h e r w i s e i n t h e d r a w i n g s . R e i n f o r c i n g s t e el a d e q u a t e t o c o n t r o l p r i m a r y a n d se c o n d a r y s t r e s s e s u n d e r t h e b e a r i n g p l a t e s s h a l l b e p r o v i d e d . 9. S t r e s s i n g 9 . 1 . T h e c o n t r a c t o r s h a l l p r o v i d e s u p e r v i s i o n o v e r t h e s t r e s s i n g o p e r a t i o n b y s o m e o n e w i t h e x p e r ie n c e i n p o s t t e n s i o n e d c o n c r e t e co n s t r u c t i o n . H e m u s t e x e r c i s e c o n t r o l o v e r t h e q u al i t y a s s u r a n c e m e t h o d s a n d s a f e t y p r e c a u t i o n s . T h is s u p e r v i s i o n w i l l b e c l o s e l y c o r r e l a t e d wi t h t h e o w n e r ' s s p e c i a l i n s p e c t o r . 9 . 2 . J a c k i n g f o r c e s a n d e l o n g a t i o n r e c o r d s s h al l b e m a d e b y t h e c o n t r a c t o r d u r i n g t h e s t r e s s i n g op e r a t i o n s . G a u g e r e a d i n g s a n d t e n d o n el o n g a t i o n m e a s u r e m e n t s s h a l l b e c o n c u r r e n t l y r e c o r de d d u r i n g t h e s t r e s s i n g o p e r a t i o n s . C e r t i f i e d c o p ie s o f t h e r e c o r d e d g a u g e r e a d i n g s a n d el o n g a t i o n s w i l l b e s u b m i t t e d t o t h e a r c h i t e c t a n d en g i n e e r i m m e d i a t e l y a f t e r s t r e s s i n g . I f s e v e r a l t en d o n s i n a r o w h a v e e l o n g a t i o n s o u t o f to l e r a n c e , + / - 7 % t h e s t r e s s i n g o p e r a t i o n s s h a l l b e s t o p p e d i m m e d i a t e l y a n d t h e s t r u c t u r a l e n g i n e e r s h al l b e n o t i f i e d . 9 . 3 . A s t r e s s i n g r e c o r d s h a l l b e c o m p l e t e d b y t h e s p e c i a l i n s p e c t o r . I t s h a l l c o n t a i n t h e d a t e , i n s p e c t o r ' s n a m e , j a c k i d e n t i f i c a t i o n n u m b e r , ga u g e i d e n t i f i c a t i o n n u m b e r , t e n d o n m a r k , f i n i s h e d te n d o n l e n g t h , r e q u i r e d e l o n g a t i o n , a c t u a l g a u g e p r es s u r e , a n d p e r c e n t d i f f e r e n c e i n a c t u a l to r e q u i r e d e l o n g a t i o n . R e c o r d s s h a l l b e s u b m i t t e d t o t h e e n g i n e e r f o r r e v i e w p r i o r t o c u t t i n g t e n d o n s. 9 . 4 . T h e c o n t r a c t o r s h a l l s u b m i t s t r e s s i n g l o gs t o t h e e n g i n e e r f o r r e v i e w p r i o r t o c u t t i n g t e n d on s . 9 . 5 . P o s t - t e n s i o n t e n d o n s s h a l l b e s t r e s s e d w it h i n 7 2 h o u r s a f t e r c o n c r e t e p l a c e m e n t . F u l l s t r e ss i n g o f p o s t - t e n s i o n t e n d o n s s h a l l n o t b e pe r f o r m e d u n t i l t h e c o n c r e t e h a s a t t a i n e d a m i n i m u m c o m p r e s s i v e s t r e n g t h o f 3 , 0 0 0 p s i . I f c o n c r e t e h a s n o t a t t a i n e d s u f f i c i e n t s t r e n g t h w i t h i n 72 h o u r s a f t e r p l a c e m e n t , e a c h t e n d o n s h a l l b e s t r e ss e d t o 5 0 % o f j a c k i n g f o r c e . T h e p o s t - t e n s i o n t e n do n s s h a l l b e s t r e s s e d t o 1 0 0 % o f t h e re q u i r e d f o r c e a s s o o n a s s u f f i c i e n t c o n c r e t e s t r e n gt h h a s b e e n a t t a i n e d . 9 . 6 . S t r e s s i n g s e q u e n c e s h a l l b e d e t e r m i n e d b y t h e p o s t - t e n s i o n i n g s u p p l i e r , u n l e s s n o t e d o t h e r w is e . T h e s u p p l i e r s h a l l s u b m i t t h e s t r e s s i n g se q u e n c e , m e t h o d s , a n d p r o c e d u r e s f o r s t r e s s i n g t h e t e n d o n s t o t h e i r r e q u i r e d f o r c e w i t h t h e s h o p d r a w in g s . 9 . 7 . H y d r a u l i c j a c k s s h a l l b e e q u i p p e d w i t h c al i b r a t e d h y d r a u l i c p r e s s u r e g a u g e s . A c a l i b r a t i o n c h a r t s h a l l a c c o m p a n y e a c h j a c k a n d g a u g e pe r s e c t i o n 7 . 2 o f t h e P T I S p e c i f i c a t i o n . N o g a u g e s h a l l b e u s e d w i t h a n y j a c k o t h e r t h a n t h e o n e w i t h w h i c h i t h a s b e e n c a l i b r a t e d . 9 . 8 . J a c k i n g f o r c e s h a l l b e 3 3 k i p s . 9 . 9 . F o r c e i n t e n d o n i m m e d i a t e l y f o l l o w i n g a n ch o r i n g s h a l l n o t e x c e e d 2 8 . 9 k i p s . 10 . T e n d o n F i n i s h i n g 1 0 . 1 . T e n d o n s s h a l l n o t b e t r i m m e d u n t i l a f t e r t h e e n g i n e e r ' s r e v i e w o f t h e s t r e s s i n g l o g s . T e n do n s s h a l l b e t r i m m e d a s s o o n a s p o s s i b l e af t e r t h e e n g i n e e r ' s r e v i e w o f t h e s t r e s s i n g l o g s . 1 0 . 2 . T e n d o n ' s s h a l l b e c u t b y m e a n s o f a n o x ya c e t y l e n e c u t t i n g t o r c h . D o n o t d i r e c t f l a m e t o w a rd w e d g e s . T e n d o n l e n g t h p r o t r u d i n g be y o n d w e d g e s a f t e r c u t t i n g s h a l l b e ¾ ” t o 1 ” l o n g . 1 0 . 3 . I m m e d i a t e l y a f t e r t h e t e n d o n s h a v e b e e n t r i m m e d , p a i n t t h e w e d g e c a v i t y . A p r o t e c t i v e s l e ev e s h a l l b e u s e d t o k e e p p a i n t o f f t h e st r e s s i n g p o c k e t c o n c r e t e s u r f a c e s . S p r a y t h e w e d g es w i t h a r u s t o l e u m o r e p o x y p a i n t . 1 0 . 4 . A f t e r p a i n t i n g , i m m e d i a t e l y i n s t a l l t h e g r e a s e c a p m a k i n g s u r e t h e c a p h a s a t i g h t p o s i t i v e f i t . E n s u r e t h e c a p i s f i l l e d c o m p l e t e l y w i t h gr e a s e p r i o r t o i n s t a l l a t i o n . 1 0 . 5 . A s s o o n a s p o s s i b l e a f t e r t h e g r e a s e c a ps h a v e b e e n i n s t a l l e d , f i l l a l l s t r e s s i n g p o c k e t s wi t h g r o u t , f l u s h w i t h t h e s l a b e d g e . 1 0 . 6 . P r i o r t o g r o u t i n g , a l l p o c k e t s s h a l l b e c l e a n e d w i t h a w i r e b r u s h o r o t h e r s u i t a b l e m e t h o d . 1 0 . 7 . C o a t s t r e s s i n g p o c k e t c o n c r e t e s u r f a c e s w i t h a b o n d i n g a g e n t . S u b m i t b o n d i n g a g e n t t o e n g in e e r p r i o r t o u s e . 1 0 . 8 . G r o u t s c o n t a i n i n g c h l o r i d e s h a l l n o t b e u s e d i n t h e v i c i n i t y o f t h e t e n d o n s , r e i n f o r c i n g s te e l o r e m b e d d e d s t e e l . 11 . P r o v i d e a d e q u a t e s h o r i n g a n d b r a c i n g d u r i n g c a s t in g o f c o n c r e t e m e m b e r s . R e - s h o r e t o 3 s t r e s s e d l e ve l s m i n i m u m . S h o r i n g s h a l l b e a d e q u a t e to s u p p o r t t h e t r a n s f e r r i n g o f l o a d a f t e r s t r e s s i n g . 12 . P o u r B a c k S t r i p s 1 2 . 1 . P o u r b a c k s t r i p s s h a l l n o t b e p o u r e d b a ck u n t i l 6 0 d a y s a f t e r b o t h a d j o i n i n g s l a b s a r e s t r es s e d . 1 2 . 2 . C o n t r a c t o r s h a l l k e e p a d j o i n i n g s l a b s f ul l y s u p p o r t e d u n t i l t h e p o u r b a c k s t r a p h a s r e a c h e d a m i n i m u m s t r e n g t h o f 4 0 0 0 p s i . T h i s ca n n o t b e w a i v e d u n l e s s a g r e e d i n w r i t i n g w i t h t h e en g i n e e r . 1 2 . 3 . P o u r b a c k s t r i p s s h a l l b e i n c l u d e d w h e n c a l c u l a t i n g t h e n u m b e r o f u n i f o r m t e n d o n s ; l o c a t e te n d o n s o n e i t h e r s i d e . 13 . R o u t i n g a n d S e a l i n g o f C r a c k s 1 3 . 1 . T h e c o n t r a c t o r s h a l l p r o v i d e a n a l l o w a n ce t o r o u t e a n d s e a l c r a c k s t h a t m a y a p p e a r i n t h e po s t - t e n s i o n e d c o n c r e t e d e c k s u p t o o n e ye a r f r o m t h e d a t e o f o c c u p a n c y . T h e s e a l a n t s h a l l b e a n p o l y - u r e t h a n e p r o d u c t a p p r o p r i a t e f o r e x t e r i or u s e o n c o n c r e t e . 1 3 . 2 . I n a c c o r d a n c e w i t h i n d u s t r y s t a n d a r d , t hi s a l l o w a n c e s h a l l b e b a s e d u p o n 0 . 9 % o f s l a b a r e a ( 9 0 l i n e a l f e e t p e r 1 0 , 0 0 0 s q u a r e f e e t o f sl a b ) . 1 3 . 3 . T h e o w n e r s h a l l b e c r e d i t e d t h e d i f f e r e nc e i f f e w e r c r a c k s n e e d t o b e s e a l e d t h a n t h e a l l o wa n c e c o v e r s . 14 . I f c o n d u i t s a r e t o b e p l a c e d i n t h e P T s l a b s , c o nd u i t s s h a l l b e s p a c e d n o c l o s e r t h a n 4 c o n d u i t d i a me t e r s o r 4 i n c h e s o n c e n t e r , w h i c h e v e r i s gr e a t e r . C o n d u i t s h a l l n o t b e t i e d t o p a r a l l e l r e b ar , o r t e n d o n s . A l u m i n u m c o n d u i t s h a l l n o t b e u s e d . PO S T - I N S T A L L E D A N C H O R S 1. F o l l o w a l l I C C E v a l u a t i o n R e p o r t a n d m a n u f a c t u r e r s' r e q u i r e m e n t s a n d r e c o m m e n d a t i o n s f o r po s t - i n s t a l l e d a n c h o r i n s t a l l a t i o n . W h e r e c o n f l i c t s m a y e x i s t , t h e m o s t s t r i n g e n t r e q u i r e m e n t a p p l i e s . 2. A l l h o l e s i n h o l l o w , b r i c k , o r s t o n e m a s o n r y s h a l l b e p e r f o r m e d i n t h e " r o t a r y - o n l y " m o d e w i t h t h e ha m m e r f u n c t i o n o f f . 3. F o l l o w m a n u f a c t u r e r a n d I C C e v a l u a t i o n r e p o r t r e q ui r e m e n t s f o r i n s t a l l a t i o n t e m p e r a t u r e o f a d h e s i v e an c h o r s . A d h e s i v e a n c h o r s s h a l l n o t b e i n s t a l l e d o r c u r e d o u t s i d e o f a p p r o v e d t e m p e r a t u r e r a n g e s . 3 . 1 . A d h e s i v e a n c h o r s i n c o n c r e t e s h a l l b e a . H I T R E - 5 0 0 S D b y H i l t i ( E S R - 2 3 2 2 ) - n or m a l w e i g h t c o n c r e t e o n l y b . S E T - X P b y S i m p s o n ( E S R - 2 5 0 8 ) c . P E 1 0 0 0 + b y P o w e r s F a s t e n e r s ( E S R - 2 5 8 3 ) - 1 / 2 " t o 7 / 8 " d i a m e t e r o n l y 3 . 2 . A d h e s i v e a n c h o r s i n g r o u t e d m a s o n r y s h al l b e a . H I T H Y - 1 5 0 M A X b y H i l t i ( E S R - 1 9 6 7 ) b . S E T b y S i m p s o n ( E S R - 1 7 7 2 ) 4. T h e C o n t r a c t o r m a y s u b m i t , f o r r e v i e w a n d a p p r o v a l, t h e m a n u f a c t u r e r ' s I C C e v a l u a t i o n r e p o r t o f al t e r n a t e a n c h o r s y s t e m s . T h e a l t e r n a t e m e t h o d s h a ll p r o v i d e m i n i m u m c a p a c i t i e s e q u a l t o o r g r e a t e r th a n t h o s e i n t h e a b o v e n o t e d a n c h o r s . T h e a l t e r n a te m e t h o d s h a l l b e a p p r o v e d b y t h e e n g i n e e r o f re c o r d p r i o r t o t h e s u b s t i t u t i o n . 5. S p e c i a l I n s p e c t i o n a n d T e s t i n g 5 . 1 . S p e c i a l i n s p e c t i o n s h a l l b e p e r f o r m e d ac c o r d i n g t o t h e r e q u i r e m e n t s o f t h e I C C e v a l u a t i o n report, pe r s e c t i o n 1 7 0 4 . 1 3 o f t h e I B C . 5 . 2 . T e s t i n g s h a l l b e d o n e a c c o r d i n g t o t h e m o r e s t r i n g e n t r e q u i r e m e n t s o f t h e I C C e v a l u a t i o n report an d t h e v a l u e s l i s t e d b e l o w . a . A d h e s i v e A n c h o r s i n C o n c r e t e o r S o l i d G r o u t e d M a s o n r y : 5 0 % o f a n c h o r s i n n o n - r e d u n d a n t el e m e n t s ( e . g . c o l u m n , b r a c e c o n n e c t i o n s , b o u n d a r y st e e l , h o l d - d o w n s ) a n d 1 0 % o f a n c h o r s i n re d u n d a n t e l e m e n t s s h a l l b e t e n s i o n t e s t e d a t t h e f ol l o w i n g l o a d ( s ) : ME T A L D E C K I N G 1. S t e e l d e c k s h a l l c o m p l y w i t h t h e l a t e s t r e q u i r e m e nt s o f t h e S t e e l D e c k I n s t i t u t e . 2. S t e e l d e c k m a t e r i a l s h a l l c o m p l y w i t h t h e m a n u f a c tu r e r ' s I C C R e p o r t a n d h a v e a m i n i m u m y i e l d s t r e n g t h of 33 k s i . 3. A l l d e c k s h a l l b e 3 - s p a n c o n t i n u o u s m i n i m u m . I n ar e a s w h e r e 3 - s p a n c o n d i t i o n s a r e n o t p o s s i b l e , t h e co n t r a c t o r s h a l l p r o v i d e h e a v i e r g a u g e d e c k a s r e q u ir e d t o p r o v i d e t h e e q u i v a l e n t l o a d i n g o f t h e s p e c i fied de c k u n d e r a 3 - s p a n c o n d i t i o n . 4. S t e e l r o o f d e c k s h a l l n o t b e u s e d t o s u p p o r t l o a d s f r o m p l u m b i n g , H V A C d u c t s , l i g h t f i x t u r e s , a r c h i t ectural el e m e n t s , o r e q u i p m e n t o f a n y k i n d , u n l e s s s p e c i f i c al l y n o t e d . 5. A l l m e m b e r s s u p p o r t i n g d e c k s h a l l b e d r y b e f o r e w el d i n g . 6. C r i m p s e a m s b e f o r e b u t t o n p u n c h i n g o r w e l d i n g i n t er l o c k i n g s e a m s . 7. W h e r e d e c k i s t o r e c e i v e s p r a y e d - o n f i r e p r o o f i n g , p a i n t e d d e c k s h a l l b e c o a t e d w i t h s p e c i a l p a i n t t hat will al l o w t h e s p r a y e d - o n f i r e p r o o f i n g t o a d h e r e t o t h e p a i n t e d d e c k . 8. A l l w e l d s p e r f o r m e d o n t h e s t e e l d e c k a r e t o b e p ai n t e d . 9. S t e e l F l o o r D e c k : 9 . 1 . S t e e l f l o o r d e c k s h a l l b e g a l v a n i z e d ( G 60 ) w h e n u s e d a b o v e o r b e l o w m e c h a n i c a l e q u i p m e n t ro o m s . 9 . 2 . S t e e l f l o o r d e c k s h a l l b e { p h o s p h a t i z e d /p a i n t e d o r g a l v a n i z e d ( G 6 0 ) } , c o m p o s i t e , w i t h i n t e rlocking si d e s e a m s w i t h t h e f o l l o w i n g m i n i m u m p r o p e r t i e s : 9 . 3 . W e l d d e c k t o s u p p o r t i n g f r a m i n g m e m b e r s w i t h 3 / 4 " d i a m e t e r p u d d l e w e l d s a t t h e f o l l o w i n g sp a c i n g ( C l o s e r s p a c i n g ' s m a y b e u s e d t o d e v e l o p m i ni m u m s h e a r r e q u i r e m e n t s ) : a . 1 2 " o n c e n t e r t o s u p p o r t s p e r p e n d i c u l a r t o d e c k c o r r u g a t i o n s ( 4 w e l d s p e r 3 6 " w i d e s h e e t ) . b . 1 2 " o n c e n t e r t o a l l s u p p o r t s p a r a l l e l t o d e c k c o r r u g a t i o n s . 9 . 4 . A t t a c h i n t e r l o c k i n g s e a m s w i t h 3 / 1 6 " d i am e t e r b u t t o n p u n c h a t 1 8 " o n c e n t e r o r 1 1 / 2 " t o p seam we l d a t 3 6 " o n c e n t e r b e t w e e n a d j a c e n t p i e c e s o f d e ck . C l o s e r s p a c i n g ' s m a y b e u s e d t o d e v e l o p m i n i m u m sh e a r r e q u i r e m e n t s . 9 . 5 . P r o v i d e a 2 " m i n i m u m b e a r i n g a t a l l s u p po r t s . 9 . 6 . B u t t a l l e n d s p l i c e s . 10 . S t e e l R o o f D e c k : 1 0 . 1 . S t e e l r o o f d e c k s h a l l b e p a i n t e d w i t h in t e r l o c k i n g s i d e s e a m s w i t h t h e f o l l o w i n g m i n i m u m pr o p e r t i e s : 1 0 . 2 . W e l d s t e e l r o o f d e c k t o s u p p o r t i n g f r a mi n g m e m b e r s w i t h 3 / 4 " d i a m e t e r p u d d l e w e l d s a t t h e fo l l o w i n g s p a c i n g ' s ( C l o s e r s p a c i n g ' s m a y b e u s e d t o d e v e l o p m i n i m u m s h e a r r e q u i r e m e n t s ) : a . 6 " o n c e n t e r t o a l l s u p p o r t s p e r p e n d i c ul a r t o d e c k c o r r u g a t i o n s ( 7 w e l d s p e r 3 6 " s h e e t ) . b . 6 " o n c e n t e r t o a l l s u p p o r t s p a r a l l e l to d e c k c o r r u g a t i o n s . c . I n t e r l o c k i n g s i d e s e a m s b e t w e e n a d j a c e nt p i e c e s o f d e c k i n g m a y b e a t t a c h e d w i t h o n e o f t h e fo l l o w i n g : " V e r c o S i d e l a p C o n n e c t i o n s " b y V e r c o Ma n u f a c t u r i n g ( V S C ) a t 1 2 " o n c e n t e r m i n i m u m u s i n g the "V e r c o P u n c h l o k S y s t e m . " " A S C D e l t a G r i p s i d e s e a m c o n n e c t i o n " by A S C S t e e l D e c k a t 1 2 " o n c e n t e r m i n i m u m . Ty p e / G a S( i n 3 / f t ) I( i n 4 / f t ) Al l D i a p h r a g m S h e a r C a p a c i t y B/ 2 0 0 . 3 6 1 0 . 4 2 3 6 0 0 p l f i n 7 ' - 0 " s p a n Ty p e / G a Co n c A b v D e c k S( i n 3 / f t ) I ( i n 4 / f t ) Al l . D i a p h r a g m S h e a r C a p a c i t y W2 / 2 0 3 N M 0 . 3 6 1 0 . 4 2 3 6 5 0 p l f i n 7 ' 0 " s p a n QU A L I T Y A S S U R A N C E P L A N / S P E C I A L . . . 1. S p e c i a l i n s p e c t i o n s c o n f o r m i n g t o I B C C h a p t e r 1 7 ar e r e q u i r e d f o r c o n s t r u c t i o n . T h e o w n e r , o r o w n e r 's ag e n t , s h a l l e m p l o y o n e o r m o r e a p p r o v e d a g e n c i e s t o p e r f o r m i n s p e c t i o n s d u r i n g c o n s t r u c t i o n o f t h e ty p e s l i s t e d i n I B C S e c t i o n 1 7 0 5 i n a d d i t i o n t o t h o se i n s p e c t i o n s i n d i c a t e d i n I B C S e c t i o n 1 1 0 . 2. T h e s p e c i a l i n s p e c t o r s h a l l p r o v i d e w r i t t e n d o c u m en t a t i o n t o t h e b u i l d i n g o f f i c i a l d e m o n s t r a t i n g h i s or he r c o m p e t e n c e , e x p e r i e n c e a n d t r a i n i n g . H e / S h e s h a ll k e e p r e c o r d s o f t h e i n s p e c t i o n s a n d p r o v i d e t h e in s p e c t i o n r e p o r t s t o t h e b u i l d i n g o f f i c i a l a n d e n g in e e r o f r e c o r d . R e p o r t s s h a l l i n d i c a t e i f t h e i n s p ected wo r k w a s o r w a s n o t c o m p l e t e d a c c o r d i n g t o t h e a p p r ov e d c o n s t r u c t i o n d o c u m e n t s . A l l d i s c r e p a n c i e s sh a l l b e b r o u g h t t o t h e i m m e d i a t e a t t e n t i o n o f t h e co n t r a c t o r f o r c o r r e c t i o n . I f d i s c r e p a n c i e s a r e n o t co r r e c t e d , t h e y s h a l l b e b r o u g h t t o t h e a t t e n t i o n o f t h e b u i l d i n g o f f i c i a l a n d e n g i n e e r o f r e c o r d p r i o r to co m p l e t i o n o f t h a t p h a s e o f w o r k . A f i n a l r e p o r t d e ta i l i n g i n s p e c t i o n s a n d a n y c o r r e c t i o n s r e q u i r e d s h all be s u b m i t t e d t o t h e b u i l d i n g o f f i c i a l a t a p r e d e t e r mi n e d t i m e . 3. E a c h c o n t r a c t o r a n d s u b - c o n t r a c t o r a t t h e b u i l d i n g s i t e s h a l l p r o v i d e f u l l a c c e s s f o r t h e s p e c i a l i n spector to p e r f o r m t h e r e q u i r e d s p e c i a l i n s p e c t i o n s . I n a d d it i o n , e a c h c o n t r a c t o r a n d s u b - c o n t r a c t o r r e s p o n s i b le fo r t h e c o n s t r u c t i o n o f t h e m a i n w i n d f o r c e o r s e i s mi c f o r c e r e s i s t i n g s y s t e m , o r c o m p o n e n t , i n d i c a t e d in th e s t a t e m e n t o f s p e c i a l i n s p e c t i o n s h a l l s u b m i t a wr i t t e n s t a t e m e n t o f r e s p o n s i b i l i t y t o t h e b u i l d i n g of f i c i a l a n d o w n e r . T h i s s t a t e m e n t o f r e s p o n s i b i l i ty s h a l l a c k n o w l e d g e a w a r e n e s s o f t h e s p e c i a l in s p e c t i o n r e q u i r e m e n t s c o n t a i n e d i n t h e s t a t e m e n t of s p e c i a l i n s p e c t i o n . ST R U C T U R A L O B S E R V A T I O N S 1 S t r u c t u r a l O b s e r v a t i o n s , a s r e q u i r e d b y I B C S e c t i o n 1 7 0 4 . 5 s h a l l b e c o n d u c t e d b y t h e E n g i n e e r o f R e c o rd or an a p p r o v e d s u b s t i t u t e l i c e n s e d i n t h e s t a t e i n w h i ch t h e p r o j e c t i s b e i n g c o n s t r u c t e d a t t h e s t a g e s o f co n s t r u c t i o n l i s t e d b e l o w . S t r u c t u r a l O b s e r v a t i o n is t o v e r i f y g e n e r a l c o n f o r m a n c e t o t h e s t r u c t u r a l drawings an d d o e s n o t c o n s t i t u t e s p e c i a l i n s p e c t i o n a s r e q u i re d b y t h e I B C a n d i s n o t a n a p p r o v a l o f c o m p l e t e d co n s t r u c t i o n . A f i e l d r e p o r t w i l l b e s u b m i t t e d t o th e a r c h i t e c t f o l l o w i n g e a c h v i s i t . T h e c o n t r a c t o r is re s p o n s i b l e t o p r o v i d e s u f f i c i e n t n o t i c e a n d a c c e s s f o r t h e s t r u c t u r a l o b s e r v e r t o p e r f o r m t h e s e o b s e r vations. 1 . 1 . P r i o r t o f i r s t c o n c r e t e p l a c e m e n t , a f t e r r e i n f o r c i n g s t e e l h a s b e e n i n s t a l l e d . 1 . 2 . P r i o r t o f i r s t c o n c r e t e d e c k p o u r . 1 . 6 . D u r i n g s t e e l d e c k i n s t a l l a t i o n . 1 . 8 . D u r i n g c o n s t r u c t i o n o f t h e { S e i s m i c L o a d R e s i s t i n g S y s t e m } { M a i n W i n d F o r c e R e s i s t i n g S y s t e m} 1 . 9 . A s r e q u i r e d t o a d d r e s s s t r u c t u r a l i s s u e s , w i t h a m a x i m u m a s d e f i n e d i n t h e c o n t r a c t . STRUCTURAL STEEL 3.2. Bolting and Fasteners a. Ordinary steel-to-steel connections, simple span framing, and beam/girder-to-bearing pla tes are the standard connection used throughout the design draw ings, unless noted otherwise: Use A325N bolts or tension-controll ed bolts. Tighten these fasteners to a "snug tight" condition. Where a steel-to-steel connection i s not shown, provide a standard AISC framed connect ion of one half the total uniform load capacity of the beam for the span and steel specified. b. Pretensioned connections are shown on the structural design drawings. They join steel-t o-steel connections, unless noted otherwise: Use A325N or A325X bolts or tension-controlled bolts. Pretension these fasteners as requir ed by AISC "Specification for Structural Joints Usi ng ASTM A325 or a A490 bolts." c. Slip Critical connections (SC) are sh own on the structural design drawings. They join s teel-to-steel connections in Seismic Load-Resisting Systems (SLRS ). d. Fasteners and washers shall not be re used. Scrap dirty, rusted, or water-contaminated b olt assemblies. 3.3. Welding a. All intersecting steel shapes which a re not bolted shall be connected by a fillet weld a ll around, unless noted otherwise. Where fillet weld sizes are not s hown, they shalll be 1/16" less than the thinnest o f the connected parts for thicknesses 1/4" and larger. F illet welds on plates less than 1/4" shall be of t he same size as the thinnest of the connected part. b. Field weld symbols indicate welds tha t may be performed in the field. The general contr actor shall coordinate shop and field welds between the fabrica tor and erector. 3.4. Reduced Beam Sections a. Fabrication of the reduced flange sec tions of beams used in SLRS is restricted to mechan ically guided thermal cutting processes. Freehand cutting is not permitted. b. Flange cuts shall meet the requiremen ts of AISC 358. c. Repair of gouges, notches, mill imper fections, shall conform to the requirements of the AISC and AWS provisions. 3.5. Weld Access Holes and Temporary Attach ments a. Fabricate beam copes and weld access holes using the geometry described in AISC 360 Sect ion J1.6. b. Runoff tabs are to be removed unless noted otherwise. 3.6. Backup Bars: Remove backup bars from a ll beam bottom flange connections in demand critica l welds,unless noted otherwise. Backgouge the root and wel d to sound metal. Reweld the gouged area and add a 5/16"reinforcing fillet weld. 3.7. Protected Zones: No connections, other than those on the design drawings, shall be made w ithin the protected zone of the SLRS as identified in AISC 34 1. a. Locate headed studs, welds, miscellan eous metal, etc outside of the protected zone. b. Paint the protected zones with bright paint before and after fire coating operations to identify them.4. W e l d i n g o f R e i n f o r c i n g S t e e l o r B o l t s 4.1. Reinforcing Bars: Do not weld rebar ex cept as specifically detailed in the drawings. In such cases, use only AWS standards. Do not substitute reinforcing bars f or deformed bar anchors, structural bolts, or heade d stud anchors. 4.2. Do not weld anchor bolts, including "t ack" welds. 4.3. Headed Stud Anchor welding and Deforme d Bar Anchor welding shall conform to the manufactu rer's specifications. ST R U C T U R A L S T E E L 1 C o d e s a n d S t a n d a r d s : F a b r i c a t i o n a n d i n s t a l l a t i o n sh a l l c o m p l y w i t h t h e l a t e s t e d i t i o n o f t h e f o l l o w i ng: 1 . 1 . A m e r i c a n I n s t i t u t e o f S t e e l C o n s t r u c t i on ( A I S C ) , " S p e c i f i c a t i o n f o r t h e D e s i g n , F a b r i c a t i on and Erection of St r u c t u r a l S t e e l f o r B u i l d i n g s , " w i t h " C o m m e n t a r y " . 1 . 2 . A I S C " C o d e o f S t a n d a r d P r a c t i c e " e x c l u di n g s e c t i o n s 3 . 4 , 4 . 4 a n d 4 . 4 . 1 . 1 . 3 . A I S C " S p e c i f i c a t i o n f o r S t r u c t u r a l J o i nt s U s i n g A S T M A 3 2 5 o r A 4 9 0 B o l t s " 1 . 4 . A I S C " S e i s m i c P r o v i s i o n s f o r S t r u c t u r a l S t e e l B u i l d i n g s . " 1 . 5 . A m e r i c a n W e l d i n g S o c i e t y ( A W S ) , S t r u c t ur a l W e l d i n g C o d e s D 1 . 1 , D 1 . 3 , D 1 . 4 , a n d D 1 . 8 , e x c e pt as mo d i f i e d b y t h e " S t e e l C o n s t r u c t i o n M a n u a l " . 2. M a t e r i a l : 2 . 1 . W i d e F l a n g e S e c t i o n s A S T M A 9 9 2 ( 5 0 k s i ) 2 . 2 . P l a t e a . T y p i c a l A S T M A 3 6 b . B r a c e d / M o m e n t F r a m e s A S T M A 5 7 2 G r a d e 5 0 2 . 3 . N o t c h - t o u g h n e s s r e q u i r e m e n t s a p p l y f o r G r o u p 3 , 4 , a n d 5 s h a p e s w i t h f l a n g e t h i c k n e s s g r e ater than 11 / 2 " a n d p l a t e 2 " a n d t h i c k e r w h i c h a r e a p a r t o f th e S e i s m i c L o a d R e s i s t i n g S y s t e m ( S L R S ) . M i n i m u m C harpy V- N o t c h r e q u i r e m e n t s a r e 2 0 f t - l b s a t 7 0 ° F . 2 . 4 . P i p e A S T M A 5 3 G r a d e B T y p e E / S 2 . 5 . H o l l o w S t r u c t u r a l S h a p e s a . R e c t a n g u l a r A S T M A 5 0 0 G r a d e B ( 4 6 k s i ) b . R o u n d A S T M A 5 0 0 G r a d e B ( 4 2 k s i ) 2 . 6 . B a s e P l a t e s a . L e s s t h a n 4 i n c h e s t h i c k A S T M A 3 6 b . O v e r 4 i n c h e s t o 6 i n c h e s t h i c k A S T M A 5 7 2 G r a d e 4 2 2 . 7 . O t h e r S t r u c t u r a l S h a p e s ( M , C , e t c ) A S T M A 3 6 2 . 8 . B o l t e d C o n n e c t i o n s A S T M A 3 2 5 2 . 9 . A n c h o r B o l t s a . A l l C o l u m n s u n l e s s n o t e d o t h e r w i s e : A ST M F 1 5 5 4 G r a d e 3 6 w i t h A S T M A 5 6 3 h e a v y h e x n u t s w i th Grade A ha r d e n e d w a s h e r s . b . B r a c e d F r a m e / M o m e n t F r a m e C o l u m n s u n l es s n o t e d o t h e r w i s e : A S T M F 1 5 5 4 G r a d e 5 5 ( e q u i v t o A572 Gr a d e 5 5 ) A S T M F 1 5 5 4 G r a d e 1 0 5 ( e q u i v t o A 1 9 3 G r a d e B 7 ) w i t h A S T M A 5 6 3 h e a v y h e x n u t s w i t h A S T M F 4 3 6 mi n i m u m 5 / 1 6 " t h i c k w a s h e r s . 2 . 1 0 . W e l d F i l l e r M e t a l a . S h i e l d e d M e t a l A r c W e l d i n g A W S A 5 . 1 , l o w - h y d r o g e n o n l y L o w - h y d r o g e n r e s t r i c t i o n s d o no t a p p l y w h e n w e l d i n g s h e e t s t e e l s i n a c c o r d a n c e w ith AWS D1.3, in c l u d i n g a t t a c h i n g t h e s e s t e e l s t o s t r u c t u r a l m e m b er s . b . G a s - M e t a l & M e t a l - C o r e d A r c W e l d i n g A W S A 5 . 1 8 c . F l u x - C o r e d A r c W e l d i n g A W S A 5 . 2 0 E 7 X T - 4 o r E 7 X T - 1 1 e l e c t r o d e s a r e n o t p e r m i t t e d . d . I n t e r m i x i n g o f w e l d s m a d e f r o m s e l f - s hi e l d e d w e l d i n g e l e c t r o d e s w i t h g a s - s h i e l d e d e l e c t r odes is not al l o w e d i n s e i s m i c c r i t i c a l w e l d s , u n l e s s t e s t e d i n a c c o r d a n c e w i t h A W S D 1 . 8 , a n n e x B . T h e F i e l d E r e c tion Co n t r a c t o r i s r e s p o n s i b l e f o r v e r i f y i n g i n t e r m i x i n g o f s e l f - s h i e l d e d a n d g a s - s h i e l d e d w e l d i n g w i l l n o t occur, or al t e r n a t i v e l y , t h e w e l d i n g p r o c e d u r e i s q u a l i f i e d b y t e s t i n g . e . U s e E 7 0 c l a s s e l e c t r o d e s o n l y , u n l e s s n o t e d o t h e r w i s e . E 6 0 c l a s s e l e c t r o d e s m a y b e u s e d for welding steel fl o o r a n d r o o f d e c k s . A l l e l e c t r o d e s t o b e l o w h y d ro g e n . 2 . 1 1 . N o n - S h r i n k G r o u t A S T M C 1 1 0 7 G r a d e B a . N o n - s h r i n k g r o u t s h a l l b e p r e p a c k a g e d , n o n - m e t a l l i c a n d n o n - g a s e o u s . b . F u r n i s h c e r t i f i e d i n d e p e n d e n t t e s t d a ta t o S t r u c t u r a l E n g i n e e r . c . F l u i d C o n s i s t e n c y ( f l o w c o n e ) = 2 0 t o 3 0 s e c o n d s d . C o m p r e s s i v e S t r e n g t h i n 2 8 d a y s = 7 , 5 00 p s i 3. S t r u c t u r a l D e t a i l i n g 3 . 1 . P r o v i d e f u l l d e p t h w e b s t i f f e n e r p l a t e s a t e a c h s i d e o f a l l b e a m s a t a l l b e a r i n g p o i n t s . Stiffener plates shall be t h e t h i c k n e s s c a l l e d o u t b e l o w u n l e s s n o t e d o t h e rw i s e . S t i f f e n e r s s h a l l b e w e l d e d o n b o t h s i d e s o f the pl a t e - t o - f l a n g e a n d p l a t e - t o - w e b i n t e r f a c e s . D o n o t w e l d i n t o t h e w e b - t o - f l a n g e f i l l e t r e g i o n o f t h e member. F L A N G E W I D T H S T I F F E N E R T H IC K N E S S W E L D S I Z E L e s s t h a n 8 1 / 4 " 1 / 4 " 3 / 1 6 " 8 1 / 4 " t o 1 2 1 / 4 " 3 / 8 " 1 / 4 " 1 2 1 / 4 " t o 1 6 1 / 2 " 1 / 2 " 5 / 1 6 " 1 6 1 / 2 " t o 2 0 3 / 4 " 5 / 8 " 3 / 8 " LEGEND OF MARKS AND ABBREVIATIONS JST J O I S T JSTs J O I S T S K K i p ( S ) = 1 0 0 0 P O U N D S klf K i p s P E R L I N E A L F O O T ksf K i p s P E R S Q U A R E F O O R LB P O U N D S ( # ) LSL L A M I N A T E D S T R A N D L U M B E R LVL L A M I N A T E D V E N E E R L U M B E R MAS M A S O N R Y (MAX) M A X I M U M MECH M E C H A N I C A L MEZZ M E Z Z A N I N E MFR M A N U F A C T U R E R (MIN) M I N I M U M MISC M I S C E L L A N E O U S MTL M E T A L (N) N E W OC O N C E N T E R OPNG O P E N I N G OPP O P P O S I T E ( O P P O S I T E H A N D ) OSB O R I E N T E D S T R A N D B O A R D PCF P O U N D S P E R C U B I C F O O T PERP P E R P E N D I C U L A R PL P L A T E plf P O U N D S P E R L I N E A L F O O T PRE-FAB P R E F A B R I C A T E D psf P O U N D S P E R S Q U A R E F O O T psi P O U N D S P E R S Q U A R E I N C H PT P O S T T E N S I O N PT/DF P R E S S U R E T R E A T E D D O U G L A S F I R RD R O O F D R A I N REINF R E I N F O R C E / R E I N F O R C E M E N T / REINFORCING REQD R E Q U I R E D / R E Q U I R E M E N T S / REQUIRING RTU R O O F T O P U N I T SCHED S C H E D U L E SCW S E I S M I C C R I T I C A L W E L B SIM S I M I L A R STD S T A N D A R D STIFF S T I F F E N E R STL S T E E L STRUCT S T R U C T U R A L T&G T O U N G E A N D G R O O V E TEMP T E M P E R A T U R E TYP T Y P I C A L UNO U N L E S S N O T E D O T H E R W I S E VERT V E R T I C A L LEGEND OF MARKS AND ABBREVIATIONS ALT A L T E R N A T E ARCH A R C H I T E C T BLDG B U I L D I N G BLK B L O C K I N G BN B O U N D A R Y N A I L BRG B E A R I N G BTWN B E T W E E N BYND B E Y O N D CANT C A N T I L E V E R CGS C E N T E R O F G R A V I T Y CJ C O N T R O L J O I N T CJP C O M P L E T E J O I N T P E N E T R A T I O N CL C E N T E R L I N E CLR C L E A R CMU C O N C R E T E M A S O N R Y U N I T COL C O L U M N CONC C O N C R E T E CS C O I L S T R A P DB D E C K B E A R I N G DBA D E F O R M E D B A R A N C H O R DBL D O U B L E DIM D I M E N S I O N DWG D R A W I N G (E) E X I S T I N G EA E A C H ELEC E L E C T R I C A L EMBED E M B E D M E N T EN E D G E N A I L EQ E Q U A L EQUIP E Q U I P M E N T EXT E X T E R I O R FD F L O O R D R A I N FND F O U N D A T I O N FLR F L O O R FTG F O O T I N G FRT F I R E R E T A R D A N T T R E A T M E N T ga G A G E GALV G A L V A N I Z E D GLB G L U E D L A M I N A T E D B E A M GSN G E N E R A L S T R U C T U R A L N O T E S HD H O L D - D O W N HDR H E A D E R HORIZ H O R I Z O N T A L HSA H E A D E D S T U D A N C H O R HSS H O L L O W S T R U C T U R A L S E C T I O N ICBO I N T E R N A T I O N C O N F E R E N C E O F BUILDING CODE IBC I N T E R N A T I O N A L B U I L D I N G C O D E INT I N T E R I O R 04/13/2016 RA M P UP RA M P UP P1P1 P2P2 P3P3 P4P4 P5P5 P6P6 P7P7 P8P8 FS 1 7 . 5 99 ' - 3 " FS 1 1 . 0 98 ' - 0 " FS 1 9 . 0 99 ' - 3 " FS 1 9 . 0 99 ' - 3 " FS 1 7 . 5 98' - 0"FS11.0 98' - 0" FS 1 7 . 5 98' - 0" FS 1 9 . 0 99 ' - 3 " FS 1 9 . 0 99 ' - 3 " FS 1 9 . 0 99 ' - 3 " FS 1 9 . 0 99 ' - 3 " FS 1 7 . 5 99 ' - 3 " FS 1 0 . 0 98 ' - 0 " FS 1 6 . 0 98 ' - 0 " FS 1 7 . 5 98 ' - 0 " FS 1 7 . 5 98 ' - 0 " FS 1 7 . 5 98 ' - 0 " FS 1 7 . 5 97 ' - 3 " FS16.0 98' - 4"FS11.0 98' - 0"FS16.0 98' - 0" FS 1 6 . 0 98 ' - 0 " FS 1 7 . 5 98 ' - 0 " FS 1 7 . 5 98 ' - 0 " FS 1 6 . 0 98 ' - 0 " FS 1 1 . 0 98 ' - 0 " FC4.098' - 0" F C 3 . 0 9 8 ' - 0 " FC 4 . 0 98 ' - 0 " FC4.0 98' - 0"CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -3 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 CC -1 5" S L A B O N G R A D E UN R E I N F O R C E D O V E R 4 " OF G R A V E L O R R O A D B A S E CW - 2 C W - 4 CW-4 M W - 1 MW-1 MW-1 CW - 2 C W - 2 MW - 1 FC 3 . 0 96 ' - 0 " F C 3 . 0 9 6 ' - 0 " C W - 2 CW - 1 FS 1 6 . 0 96 ' - 0 " CC -1 FS 1 7 . 5 97 ' - 3 " FC 3 . 0 98 ' - 0 " FC3.0 98' - 0" SS SS SS SS FC4.0 98' - 0" FC 2 . 0 96 ' - 0 " 5" S L A B O N G R A D E UN R E I N F O R C E D O V E R 4 " OF G R A V E L O R R O A D B A S E CJ CJ C J C J 19 8 ' - 0 " 5" S L A B O N G R A D E UN R E I N F O R C E D O V E R 4 " OF G R A V E L O R R O A D B A S E 5" S L A B O N G R A D E UN R E I N F O R C E D O V E R 4 " OF G R A V E L O R R O A D B A S E PB PB PC PC PD PD PE PE PF PF PA PACW-1 FC2.098' - 0"CW-1 FC2.098' - 0" C W - 1 C W - 1 FR 5 4 x 2 6 98 ' - 0 " FC 2 . 0 98 ' - 0 " CW - 1 CW - 4 CW - 4 MW - 1 F R 4 8 x 2 0 9 8 ' - 0 " FC 2 . 0 98 ' - 0 " CC -2 CC -2 FR 4 8 x 2 0 98 ' - 0 " MW - 1 CW - 1 M W - 1 C W - 1 CW - 1 FC 2 . 0 98 ' - 0 " CW - 1 CW - 1 FC 4 . 0 96 ' - 0 " CW - 4 MW - 1 CW-4MW-1CW-4FR48x2098' - 0"CW-4 MW-1 FC4.098' - 0" 9' - 6 " 6 ' - 1 " F C 4 . 0 9 8 ' - 0 " F C 4 . 0 9 8 ' - 0 " C W - 1 C W - 1 C W - 1 S S 17 S5 0 1 16 S5 0 1 9 S5 0 1 16 S501 14 S5 0 1 14 S5 0 1 15 S5 0 1 11 S5 0 1 9 S5 0 1 16 S501 8 S5 0 1 10 S5 0 1 9 S5 0 1 15 S50111S501 17 S5 0 1 8 S5 0 1 S C - 1 SC-1 9 S6 0 2 FO O T I N G A N D F O U N D A T I O N P L A N N O T E S : MARKS AND SYMBOL LEGEND 1. C O O R D I N A T E L O C A T I O N O F D E P R E S S E D S L A B S , S L O P E D S LA B S , A N D F L O O R D R A I N S W I T H AR C H I T E C T U R A L A N D M E C H A N I C A L D R A W I N G S . 2. S E E A R C H I T E C T U R A L D R A W I N G S A N D C I V I L D R A W I N G S F O R E X T E R I O R C O N C R E T E W O R K A T DO O R S , S I D E W A L K S , E T C . 3. C E N T E R A L L S P O T F O O T I N G S U N D E R C O L U M N S A S S H O W N ON P L A N , T Y P I C A L U N O . 4. S E E F O O T I N G A N D F O U N D A T I O N D E T A I L S O N S H E E T ( S S - 58 5 0 ) F O R B U R I E D P I P E S R U N N I N G PA R A L L E L A N D P E R P E N D I C U L A R T O F O O T I N G S . 5. S E E F O O T I N G A N D F O U N D A T I O N D E T A I L S O N S H E E T ( S S - 58 5 0 ) F O R T Y P I C A L C O N S T R U C T I O N A N D CO N T R O L J O I N T S I N F L O O R S L A B S . 6. S E E F O O T I N G A N D F O U N D A T I O N D E T A I L S O N S H E E T ( S S - 58 5 0 ) F O R L O C A T I O N S W H E R E C O N T R O L JO I N T S A R E D I S C O N T I N U O U S . 7. S E E F O O T I N G A N D F O U N D A T I O N D E T A I L S O N S H E E T ( S S - 58 5 0 ) F O R R E I N F O R C I N G A R O U N D MIS C E L L A N E O U S O P E N I N G S I N C O N C R E T E W A L L S . 8. S E E F O O T I N G A N D F O U N D A T I O N D E T A I L S O N S H E E T ( S S - 58 5 0 ) F O R F I L L B E N E A T H F O O T I N G S . CJ CONTROL JOINT, SEE FTG AND FND DETS ON (PS501) SE C T I O N M A R K SH E E T N U M B E R FT G O R G R A D E B M D E S I G N A T I O N TO F E L , S E E D E T O N ( P S 5 0 1 ) F O R R E Q D F R O S T D E P T H . * DENOTES TOP OF FT G 9 " B E L O W T O P O F S L A B FT G EL DE P R E S S E D F N D W A L L , PO U R S L A B O V E R , S E E F T G A N D FN D D E T S O N ( P S 5 0 1 ) FT G S T E P , S E E F T G A N D FN D D E T S O N ( P S 5 0 1 ) S FL R O F F S E T , S E E F T G A N D FN D D E T S O N ( P S 5 0 1 ) DE P R E S S E D S L A B , S E E A R C H P L A N S F O R E X A C T L O C A T I O N A ND EL CO N C W A L L , S E E S C H E D O N ( P S 3 0 1 ) CONC WALL, SEE SCHED ON (PS301)CW-X FC-x CONT FTG, SEE SCHED ON (PS301)FS-x SPOT FTG, SEE SCHED ON (PS301)FR-x RECTANGULAR FTG, SEE SCHED ON (PS301)FTS-x THICKENED SLAB FTG, SEE SCHED ON (PS301)FD FLR DRAIN, SEE ARCH FOR EXACT LOCATION CO N C C O L , S E E S C H E D O N ( P S 3 0 1 ) S BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S201FOOTING AND FOUNDATION PLAN1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET 1 / 8 " = 1 ' - 0 " 1 FO O T I N G A N D F O U N D A T I O N P L A N 1 04/13/2016 R A M P D W N RA M P UP LE V E L A R E A RA M P UP RAMPUP RA M P UP FL O O R F R A M I N G P L A N N O T E S 2. SE E A R C H I T E C T U R A L D R A W I N G S F O R S L A B F I N I S H RE Q U I R E M E N T S . S T A I R S , E T C . W I T H A R C H I T E C T U R A L DR A W I N G S . AD D I T I O N A L S L A B R E I N F O R C I N G I S R E Q U I R E D A T SH E A R W A L L S . SE E A R C H I T E C T U R A L D R A W I N G S F O R S L O P E S , DR A I N S , T O P O F S L A B E L E V A T I O N S , A D D I T I O N A L OP E N I N G S A N D A L L D I M E N S I O N S N O T S H O W N H E R E . 3.1. MARKS AND SYMBOLS SECTION MARK SHEET NUMBER ... BANDED TENDON CGS, SEE SCHEDULE FOR TYP. CGS. CI R C L E D N O T E S A R E K E Y E D O N P L A N . # CONCRETE WALL. SEE SCHEDULE ON (S301) X X PT STRESSING END PT INTERMEDIATE STRESSING END EXTENT OF REINFORCEMENT OR PT CONTINUATION OF CONDITION SPECIFIED NUMBER OF PT MONOSTRAND TENDONS ##T CONCRETE LINTEL, SEE SCHEDULE ON (S301)CL-x CONTROL JOINT, SEE FOOTING AND FND DETAILS ON (S501)C.J.CONCRETE WALL TYPE, SEE SCHEDULE ON SHEET (S301)CW-x TM - x TOP MAT REINFORCEMENT SEE SCHED FOR SIZE AND QUANTITY PT SLAB UNIFORM TENDON CGS. SEE SCHED FOR TYP. CGSELEVATION MARK, SEE SHEET (S401)PROPOSED PT SLAB POUR SEQUENCE X PLACE DIAGONAL BARS AT EACH CORNER OF EACH OPENING. 2#5x 10'-0" TOP & BOTTOMCONCRETE SHEARWALL. SEE SCHEDULE ON (S301). HARD DOWEL (LOCK) PT SLAB TO AT THESE LOCATIONS PROVIDE SOFT DOWELS (SLIP CONDITION) AT OTHER CONCRETE WALLS PT DEAD ENDABB-1 ABB-1 ABB-110#5x37'-0" EQ SPACED ADDED BOTT BARS 15#4x30'-0" EQ SPACED ADDED BOTT BARS 10#5x37'-0" EQ SPACED ADDED BOTT BARS TY P I C A L P T C G S U N O . HI G H P O I N T LO W P O I N T UN I F T E N D O N 11 1 / 2 " 2 1 / 2 " BA N N D E D T E N D O N 11 3 / 4 " 1 3 / 4 " TH E C G S O F S L A B T E N D O N A N C H O R S S H A L L B E 3 3 / 4 " A T 7 1/ 2 " S L A B . T H E C G S O F S L A B B A N D S H A L L B E 7 " U N O . DE N O T E S N O N - T Y P I C A L C G S F O R S L A B B A N D T E N D O N S . DE N O T E S N O N - T Y P I C A L T E N D O N S C G S F O R S L A B T E N D O N S . (B A S E D O N S L A B S O F F I T ) AT B A N D E D T H I G H P O I N T S U N I F C G S S H A L L B E 1 1 " 1.2.3. X X 4. P1P1 P2P2 P3P3 P4P4 P5P5 P6P6 P7P7 P8P8 (6 ) # 4 x C O N T . T O P & B O T T O M , TY P I N E A S L A B B A N D TO P M A T ( T M ) RE I N F . T Y P A T E A CO L . S E E S C H E D AN D D E T A I L S #4 A T 1 8 " o c B O T T TY P I N S L A B B A N D S SE E D E T A I L S #4 x C O N T A T 2 4 " o c E A W A Y T Y P B O T T R E I N F . #4 x 2 3 ' @ 1 6 " O C TO P 7 1 / 2 " T H I C K P T SL A B , T Y P U N O 7 1 / 2 " T H I C K P T SL A B , T Y P U N O #4 x 2 3 ' @ 1 6 " O C TO P C O N S T R U C T I O N J O I N T 5" S L A B O N G R A D E UN R E I N F O R C E D O V E R 4 " OF G R A V E L O R R O A D B A S E CJ CJCJ C J 26 T 26 T 26 T 26 T 26 T 26 T #4 x CONT AT 24"oc EA WAY TYP BOTT REINF. UN I F T @ 1 6 " O C (2 ) T @ 3 2 " O C #4 x C O N T A T 2 4 " o c E A W A Y T Y P B O T T R E I N F . 7 1 / 2 " T H I C K P T SL A B , T Y P U N O C O N S T J O I N T 26T26T CW - 2 26 T 26 T CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC-1TM-2CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 1 PB PB PC PC PD PD PE PE PF PF PA PA UN I F T A T 1 6 " o c ( ( 2 ) T A T 3 6 " o c ) #4 2 3 ' - 0 " A T 1 6 " o c ( T O P ) UN I F T A T 1 6 " o c ( ( 2 ) T A T 3 6 " o c ) 7. 5 " S L A B 11 1 ' - 2 1/ 2 " #4 2 3 ' - 0 " A T 1 6 " o c ( T O P ) 6 S6 0 2 12 S6 0 1 11 S6 0 2 7 S6 0 2 12 S6 0 1 5 S6 0 2 4 S6 0 2 6 S6 0 2 11 S6 0 1 6 S60212S6016S602 6 S6 0 2 14 S6 0 1 11 S6 0 2 1 S6 0 2 13 S6 0 1 12 S6 0 1 14 S601 9 S6 0 2 BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S202LEVEL 2 FLOOR PLAN1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET 1 / 8 " = 1 ' - 0 " 2 FL O O R P L A N L E V E L 2 1 04/13/2016 RA M P UP RA M P UP FL O O R F R A M I N G P L A N N O T E S 2. SE E A R C H I T E C T U R A L D R A W I N G S F O R S L A B F I N I S H RE Q U I R E M E N T S . S T A I R S , E T C . W I T H A R C H I T E C T U R A L DR A W I N G S . AD D I T I O N A L S L A B R E I N F O R C I N G I S R E Q U I R E D A T SH E A R W A L L S . SE E A R C H I T E C T U R A L D R A W I N G S F O R S L O P E S , DR A I N S , T O P O F S L A B E L E V A T I O N S , A D D I T I O N A L OP E N I N G S A N D A L L D I M E N S I O N S N O T S H O W N H E R E . 3.1. MARKS AND SYMBOLS SECTION MARK SHEET NUMBER ... BANDED TENDON CGS, SEE SCHEDULE FOR TYP. CGS. CI R C L E D N O T E S A R E K E Y E D O N P L A N . # CONCRETE WALL. SEE SCHEDULE ON (S301) X X PT STRESSING END PT INTERMEDIATE STRESSING END EXTENT OF REINFORCEMENT OR PT CONTINUATION OF CONDITION SPECIFIED NUMBER OF PT MONOSTRAND TENDONS ##T CONCRETE LINTEL, SEE SCHEDULE ON (S301)CL-x CONTROL JOINT, SEE FOOTING AND FND DETAILS ON (S501)C.J.CONCRETE WALL TYPE, SEE SCHEDULE ON SHEET (S301)CW-x TM - x TOP MAT REINFORCEMENT SEE SCHED FOR SIZE AND QUANTITY PT SLAB UNIFORM TENDON CGS. SEE SCHED FOR TYP. CGSELEVATION MARK, SEE SHEET (S401)PROPOSED PT SLAB POUR SEQUENCE X PLACE DIAGONAL BARS AT EACH CORNER OF EACH OPENING. 2#5x 10'-0" TOP & BOTTOMCONCRETE SHEARWALL. SEE SCHEDULE ON (S301). HARD DOWEL (LOCK) PT SLAB TO AT THESE LOCATIONS PROVIDE SOFT DOWELS (SLIP CONDITION) AT OTHER CONCRETE WALLS PT DEAD ENDABB-1 ABB-1 ABB-110#5x37'-0" EQ SPACED ADDED BOTT BARS 15#4x30'-0" EQ SPACED ADDED BOTT BARS 10#5x37'-0" EQ SPACED ADDED BOTT BARS TY P I C A L P T C G S U N O . HI G H P O I N T LO W P O I N T UN I F T E N D O N 11 1 / 2 " 2 1 / 2 " BA N N D E D T E N D O N 11 3 / 4 " 1 3 / 4 " TH E C G S O F S L A B T E N D O N A N C H O R S S H A L L B E 3 3 / 4 " A T 7 1/ 2 " S L A B . T H E C G S O F S L A B B A N D S H A L L B E 7 " U N O . DE N O T E S N O N - T Y P I C A L C G S F O R S L A B B A N D T E N D O N S . DE N O T E S N O N - T Y P I C A L T E N D O N S C G S F O R S L A B T E N D O N S . (B A S E D O N S L A B S O F F I T ) AT B A N D E D T H I G H P O I N T S U N I F C G S S H A L L B E 1 1 " 1.2.3. X X 4. P1P1 P2P2 P3P3 P4P4 P5P5 P6P6 P7P7 P8P8 (6 ) # 4 x C O N T . T O P & B O T T O M , TY P I N E A S L A B B A N D TO P M A T ( T M ) RE I N F . T Y P A T E A CO L . S E E S C H E D AN D D E T A I L S #4 A T 1 8 " o c B O T T TY P I N S L A B B A N D S SE E D E T A I L S #4 x 2 3 ' @ 1 6 " O C TO P 7 1 / 2 " T H I C K PT S L A B , T Y P UN O 7 1 / 2 " T H I C K PT S L A B , T Y P UN O #4 x 2 3 ' @ 1 6 " O C TO P #4 x 2 3 ' @ 1 6 " O C TO P UN I F T @ 1 6 " O C (2 ) T @ 3 2 " O C C O N S T R U C T I O N J O I N T #4 x CONT AT 24"oc EA WAY TYP BOTT REINF. UN I F T @ 1 6 " O C (2 ) T @ 3 2 " O C #4 x C O N T A T 2 4 " o c E A W A Y T Y P B O T T R E I N F . CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 1 CC - 1 TM - 2 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 1 26 T 26 T 26 T 26 T C O N S T R U C T I O N J O I N T UN I F T A T 1 6 " o c ( ( 2 ) T A T 3 6 " o c ) PB PB PC PC PD PD PE PE PF PF PA PA 26 T 26 T 26 T26 T #4 x 2 3 ' @ 1 6 " O C TO P 26T 26T 6 S6 0 2 11 S6 0 2 6 S6026S602 6 S6 0 2 1 S6 0 2 12 S6 0 1 12 S6 0 1 11 S6 0 1 12 S601 14 S6 0 1 13 S6 0 1 12 S6 0 1 14 S601 2 S6 0 2 SI M 9 S6 0 2 BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S203LEVEL 3 THROUGH 5 FLOOR PLAN1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET 1 / 8 " = 1 ' - 0 " 2 FL O O R P L A N S - L E V E L 3 T H O U G H 5 1 1 04/13/2016 RA M P UP FL O O R F R A M I N G P L A N N O T E S 2. SE E A R C H I T E C T U R A L D R A W I N G S F O R S L A B F I N I S H RE Q U I R E M E N T S . S T A I R S , E T C . W I T H A R C H I T E C T U R A L DR A W I N G S . AD D I T I O N A L S L A B R E I N F O R C I N G I S R E Q U I R E D A T SH E A R W A L L S . SE E A R C H I T E C T U R A L D R A W I N G S F O R S L O P E S , DR A I N S , T O P O F S L A B E L E V A T I O N S , A D D I T I O N A L OP E N I N G S A N D A L L D I M E N S I O N S N O T S H O W N H E R E . 3.1. MARKS AND SYMBOLS SECTION MARK SHEET NUMBER ... BANDED TENDON CGS, SEE SCHEDULE FOR TYP. CGS. CI R C L E D N O T E S A R E K E Y E D O N P L A N . # CONCRETE WALL. SEE SCHEDULE ON (S301) X X PT STRESSING END PT INTERMEDIATE STRESSING END EXTENT OF REINFORCEMENT OR PT CONTINUATION OF CONDITION SPECIFIED NUMBER OF PT MONOSTRAND TENDONS ##T CONCRETE LINTEL, SEE SCHEDULE ON (S301)CL-x CONTROL JOINT, SEE FOOTING AND FND DETAILS ON (S501)C.J.CONCRETE WALL TYPE, SEE SCHEDULE ON SHEET (S301)CW-x TM - x TOP MAT REINFORCEMENT SEE SCHED FOR SIZE AND QUANTITY PT SLAB UNIFORM TENDON CGS. SEE SCHED FOR TYP. CGSELEVATION MARK, SEE SHEET (S401)PROPOSED PT SLAB POUR SEQUENCE X PLACE DIAGONAL BARS AT EACH CORNER OF EACH OPENING. 2#5x 10'-0" TOP & BOTTOMCONCRETE SHEARWALL. SEE SCHEDULE ON (S301). HARD DOWEL (LOCK) PT SLAB TO AT THESE LOCATIONS PROVIDE SOFT DOWELS (SLIP CONDITION) AT OTHER CONCRETE WALLS PT DEAD ENDABB-1 ABB-1 ABB-110#5x37'-0" EQ SPACED ADDED BOTT BARS 15#4x30'-0" EQ SPACED ADDED BOTT BARS 10#5x37'-0" EQ SPACED ADDED BOTT BARS TY P I C A L P T C G S U N O . HI G H P O I N T LO W P O I N T UN I F T E N D O N 11 1 / 2 " 2 1 / 2 " BA N N D E D T E N D O N 11 3 / 4 " 1 3 / 4 " TH E C G S O F S L A B T E N D O N A N C H O R S S H A L L B E 3 3 / 4 " A T 7 1/ 2 " S L A B . T H E C G S O F S L A B B A N D S H A L L B E 7 " U N O . DE N O T E S N O N - T Y P I C A L C G S F O R S L A B B A N D T E N D O N S . DE N O T E S N O N - T Y P I C A L T E N D O N S C G S F O R S L A B T E N D O N S . (B A S E D O N S L A B S O F F I T ) AT B A N D E D T H I G H P O I N T S U N I F C G S S H A L L B E 1 1 " 1.2.3. X X 4. P1P1 P2P2 P3P3 P4P4 P5P5 P6P6 P7P7 P8P8 OP E N T O B E L O W PB PB PC PC PD PD PE PE PF PF PA PA CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 1 CC - 1 TM - 2 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC-1TM-2CC-1TM-2CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 2 CC-1TM-2 CC-1TM-2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 1 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 CC - 1 TM - 2 TO P M A T ( T M ) RE I N F . T Y P A T E A CO L . S E E S C H E D AN D D E T A I L S #4 A T 1 8 " o c B O T T TY P I N S L A B B A N D S SE E D E T A I L S 7 1 / 2 " T H I C K P T SL A B , T Y P U N O #4 x CONT AT 24"oc EA WAY TYP BOTT REINF. #4 x C O N T A T 2 4 " o c E A WA Y T Y P B O T T R E I N F . C O N S T R U C T I O N J O I N T #4 2 3 ' - 0 " A T 1 6 " o c ( T O P ) 26 T UN I F T A T 1 6 " o c ( ( 2 ) T A T 3 6 " o c ) 26 T #4 2 3 ' - 0 " A T 1 6 " o c ( T O P ) 26T26T UN I F T A T 1 6 " o c ( ( 2 ) T A T 3 6 " o c ) (6 ) # 4 x C O N T . T O P & B O T T O M , TY P I N E A S L A B B A N D 6 S60212S601 1 S6 0 2 12 S6 0 1 6 S6 0 2 2 S6 0 2 12 S6 0 1 9 S6 0 2 BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S204LEVEL 6 FLOOR PLAN1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET 1 / 8 " = 1 ' - 0 " 2 FL O O R P L A N L E V E L 6 1 1 04/13/2016 TY P I C A L F O O T I N G S E C T I O N TY P B O T T O M F T G R E I N F 3 " C L R 3" C L R 3" C L R EQ EQ EQ CO N C R E T E F O O T I N G N O T E S : 1. PL A C E A L L F O O T I N G R E I N F O R C I N G I N B O T T O M O F F O O T I N G WIT H 3 " C L E A R C O N C R E T E C O V E R , U N L E S S N O T E D O T H E R W I S E. 2. TO P R E I N F O R C I N G , W H E R E S P E C I F I E D , S H A L L B E P L A C E D I N T H E T O P O F T H E F O O T I N G W I T H 2 " M I N I M U M C O N C R E T E C OV E R . 3. IF F O O T I N G S A R E E A R T H F O R M E D , F O O T I N G W I D T H A N D L E N GT H S H A L L B E 6 " W I D E R A N D L O N G E R T H A N S C H E D U L E D . 4. SE E G E N E R A L S T R U C T U R A L N O T E S F O R A L L O T H E R R E Q U I R E M EN T S . 5. NO T A L L F O O T I N G S A R E U S E D , S E E F O U N D A T I O N P L A N F O R FO O T I N G M A R K S . 6. RU N C O N T I N U O U S B A R S I N ' F C ' F O O T I N G T H R O U G H I N T E R S E CT E D ' F S ' F O O T I N G S . C4 5 0 0 - S 4 5 0 0 FS 1 1 . 0 11 ' - 0 " 10 #7 10 ' - 6 " EQ 10 ' - 6 " #7 11 ' - 0 " 22 " EQ 10 CO N C R E T E F O O T I N G S C H E D U L E MA R K WID T H NO SP A C I N G RE I N F O R C I N G C R O S S W I S E CO M M E N T S LE N G T H SIZ E LE N G T H NO SP A C I N G RE I N F O R C I N G L E N G T H W I S E SIZ E LE N G T H DE P T H CO N C R E T E F O O T I N G S C H E D U L E CO N T CO N T FC 2 . 0 2'- 0 " 12 " 2 #5 EQ CO N T CO N T FC 4 . 0 4'- 0 " #5 3'- 6 " 14 " 12 " 4 #5 EQ CO N T CO N T FT S 1 . 5 1 ' - 6 " 12 " 2 #4 EQ FS 1 6 . 0 16 ' - 0 " 12 #9 15 ' - 6 " EQ 15 ' - 6 " #9 16 ' - 0 " 32 " EQ 12 FS 1 7 . 5 17 ' - 6 " 15 #9 17 ' - 0 " EQ 17 ' - 0 " #9 17 ' - 6 " 32 " EQ 15 FS 1 9 . 0 19 ' - 0 " 15 #1 0 18 ' - 6 " EQ 18 ' - 6 " #1 0 19 ' - 0 " 34 " EQ 15 TO P F T G R E I N F W H E R E O C C U R S , SE E C O M M E N T S I N S C H E D BO T T O M TO P FR 4 8 x 2 0 20 ' - 0 " # 1 0 19 ' - 6 " 12 " 47 ' - 6 " # 1 0 48 ' - 0 " 40 " 12 " # 1 0 19 ' - 6 " 12 " 47 ' - 6 " # 1 0 12 " BO T T O M TO P FR 5 4 X 2 6 26 ' - 0 " # 1 0 25 ' - 6 " 12 " 53 ' - 6 " # 1 0 56 ' - 0 " 36 " 12 " # 1 0 25 ' - 6 " 12 " 53 ' - 6 " # 1 0 12 " CO N T CO N T FC 3 . 0 3'- 0 " #5 2'- 6 " 14 " 12 " 3 #5 EQ TY P E ( A ) TY P E ( B ) TY P E ( C ) CO N C R E T E C O L U M N N O T E S : 1. AT A N Y C R O S S S E C T I O N , B A R S S H A L L B E A R R A N G E D S Y M M E T RI C A L L Y A R O U N D P E R I P H E R Y O F C O L U M N ( U N O ) . 2. SH O P D R A W I N G S S H A L L S H O W A L L S P L I C E L O C A T I O N S . 3. MA X S L O P E O F I N C L I N E D P O R T I O N O F B A R A T V E R T I C A L O F FS E T S H A L L B E 1 : 6 ( M A X ) . 4. CO N T R A C T O R M A Y U S E M E C H A N I C A L C O U P L E R S I N L I E U O F L AP P E D S P L I C E S . 5. AL T E R N A T E P O S I T I O N O F H O O K S I N P L A C I N G S U C C E S S I V E S ET S O F T I E S . 6. SP L I C E S M A Y O C C U R O N L Y A T A B R A C E F L O O R L E V E L . 7. CO N T R A C T O R H A S O P T I O N T O U S E L A R G E R B A R S O R H I G H E R ST R E N G T H C O N C R E T E . I N L I E U O F T H O S E S C H E D U L E D UP O N W R I T T E N A P P R O V A L B Y T H E S T R U C T U R A L E N G I N E E R O F R E C O R D . CO N C R E T E C O L U M N S C H E D U L E 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 0 4" @ 6 " o c 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 1 4" @ 6 " o c 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 1 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c CC - 1 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 0 4" @ 6 " o c CC - 2 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c CC - 4 10 " x 1 6 " ( B ) 50 0 0 P S I (6 ) # 7 4" @ 6 " o c DIM E N S I O N S f'c VE R T I C A L R E I N F O R C I N G TIE R E I N F O R C I N G 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 0 4" @ 6 " o c LE V E L 3 DIM E N S I O N S f'c VE R T I C A L R E I N F O R C I N G TIE R E I N F O R C I N G 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 1 4" @ 6 " o c LE V E L 2 DIM E N S I O N S f'c VE R T I C A L R E I N F O R C I N G TIE R E I N F O R C I N G 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 1 4" @ 6 " o c LE V E L 1 DIM E N S I O N S f'c VE R T I C A L R E I N F O R C I N G TIE R E I N F O R C I N G 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 1 0 4" @ 6 " o c LE V E L 4 DIM E N S I O N S f'c VE R T I C A L R E I N F O R C I N G TIE R E I N F O R C I N G CC - 3 16 " x 2 2 " ( A ) 50 0 0 P S I (8 ) # 9 4" @ 6 " o c LE V E L 6 LE V E L 5 TY P E " A " TY P E " B " TY P E " C " EQ EQ VE R T R E I N F HO R I Z R E I N F VE R T R E I N F HO R I Z R E I N F WA L L R E I N F O R C E M E N T P L A C E M E N T T Y P E S : CO N C R E T E W A L L N O T E S : 1. SE E G E N E R A L S T R U C T U R A L N O T E S F O R C O V E R A N D O T H E R R E QU I R E M E N T S N O T N O T E D I N S C H E D U L E . 2. CO N C R E T E W A L L S N O T D E S I G N A T E D O N T H E P L A N S S H A L L B E R E I N F O R C E D A S F O L L O W S : 3. PL A C E S T E E L I N T H E C E N T E R O F T H E W A L L ( E X C E P T T Y P E 'B ' A N D R E T A I N I N G W A L L S ) . W A L L S T H I C K E R T H A N 1 0 " S H AL L HA V E T W O C U R T A I N S O F R E I N F O R C E M E N T ( P L A C E D N E A R E A FA C E O F T H E W A L L ) , U N L E S S N O T E D O T H E R W I S E O N T H E ST R U C T U R A L D R A W I N G S . TH I C K N E S S 6"8"10 " 12 " VE R T I C A L R E I N F O R C I N G #4 B A R S A T 1 8 " o c #4 B A R S A T 1 8 " o c #4 B A R S A T 1 6 " o c #4 B A R S A T 1 8 " o c E A F A C E HO R I Z O N T A L R E I N F O R C I N G #4 B A R S A T 1 6 " o c #4 B A R S A T 1 2 " o c #5 B A R S A T 1 5 " o c #4 B A R S A T 1 6 " o c E A F A C E CO N C R E T E W A L L S C H E D U L E MA R K TH I C K N E S S RE I N F O R C I N G VE R T I C A L CO M M E N T S HO R I Z O N T A L TO P A N D B O T T O M WA L L T Y P E CW - 1 8" #4 A T 1 2 " o c #4 A T 1 2 " o c A __ CW - 2 10 " (2 ) # 4 A T 1 2 " o c (2 ) # 4 A T 1 2 " o c C __ CW - 3 12 " (2 ) # 4 A T 1 2 " o c (2 ) # 4 A T 1 2 " o c C __ CW - 4 20 " (2 ) # 4 A T 1 2 " o c (2 ) # 4 A T 1 2 " o c C * *( 2 ) # 6 T O P H O O K V E R T ' s A R O U N D (2 ) # 6 T O P - S E E . CO N C R E T E R E I N F O R C I N G B A R L A P S P L I C E N O T E S : 1. TH I S S C H E D U L E S H A L L B E U S E D F O R A L L S P L I C E S , U N L E S S N O T E D O T H E R W I S E . 2. HO R I Z O N T A L B A R S A R E C L A S S I F I E D A S T O P B A R S W H E R E 1 2 ", O R M O R E , O F F R E S H C O N C R E T E I S C A S T B E L O W T H E RE I N F O R C I N G B A R S . 3. CL A S S ' B ' S P L I C E S S H A L L B E U S E D F O R A L L S P L I C E S U N L ES S N O T E D O T H E R W I S E . 4. TI E S A N D S T I R R U P S S H A L L N O T B E S P L I C E D . 5. FO R A L L L I G H T W E I G H T C O N C R E T E , L A P L E N G T H S S H A L L B E MU L T I P L I E D B Y 1 . 3 . 6. FO R A L L E P O X Y C O A T E D B A R S , L A P L E N G T H S S H A L L B E M U L TIP L I E D B Y 1 . 3 F O R T O P B A R S A N D 1 . 5 F O R RE G U L A R B A R S . 7. LA P L E N G T H S S H A L L B E M U L T I P L I E D B Y 1 . 2 5 A T S H E A R W A L L B O U N D A R Y E L E M E N T S . 8. DE V E L O P M E N T L E N G T H ' L d ' I S E Q U A L T O C L A S S ' A ' S P L I C E. 45 ° B E N D 18 0 ° H O O K 13 5 ° H O O K (S C I S M I C ) OF F S E T D D D D D 4d O R 2 1 / 2 " M I N D d d 12 2 D d 1 2 d 6d O R 3 " MI N 90 ° H O O K D = 6 d F O R # 3 - # 8 D = 8 d F O R # 9 - # 1 1 D = 1 0 d F O R # 1 4 - # 1 8 CO N C R E T E R E I N F O R C I N G B A R L A P S P L I C E S C H E D U L E RE G U L A R TO P CL A S S CL A S S A B A B BA R SIZ E f' c = 3 0 0 0 P S I #3 17 " 22 " 22 " 28 " #4 22 " 29 " 29 " 38 " #5 28 " 36 " 36 " 47 " #6 33 " 43 " 43 " 56 " #7 48 " 63 " 63 " 81 " #8 55 " 72 " 72 " 93 " #9 62 " 81 " 81 " 10 5 " #1 0 70 " 91 " 91 " 11 8 " #1 1 78 " 10 1 " 10 1 " 13 1 " RE G U L A R TO P CL A S S CL A S S A B A B f' c = 4 0 0 0 P S I 15 " 19 " 19 " 25 " 19 " 25 " 25 " 33 " 24 " 31 " 31 " 41 " 29 " 37 " 37 " 49 " 42 " 54 " 54 " 71 " 48 " 62 " 62 " 81 " 54 " 70 " 70 " 91 " 61 " 79 " 79 " 10 2 " 67 " 87 " 87 " 11 4 " RE G U L A R TO P CL A S S CL A S S A B A B f' c = 4 5 0 0 P S I 14 " 18 " 18 " 23 " 18 " 24 " 24 " 31 " 23 " 30 " 30 " 38 " 27 " 35 " 35 " 46 " 40 " 51 " 51 " 67 " 45 " 59 " 59 " 76 " 51 " 66 " 66 " 86 " 57 " 74 " 74 " 96 " 64 " 82 " 82 " 10 7 " RE G U L A R TO P CL A S S CL A S S A B A B f' c = 5 0 0 0 P S I 13 " 17 " 17 " 22 " 17 " 23 " 23 " 29 " 22 " 28 " 28 " 36 " 26 " 34 " 34 " 49 " 38 " 49 " 49 " 63 " 43 " 56 " 56 " 72 " 48 " 63 " 63 " 81 " 54 " 71 " 71 " 92 " 60 " 78 " 78 " 10 2 " AD H E S I V E D O W E L / A N C H O R E M B E D M E N T S C H E D U L E SE E G S N F O R A D H E S I V E IN S T A L L A T I O N NE W D O W E L T O M A T C H T Y P WA L L / F T G R E I N F TY P W A L L / F T G R E I N F NE W (E ) MIN E M B E D LA P DO W E L S I Z E MIN I M U M E M B E D M E N T I N T O E X I S T I N G C O N C R E T E #4 6 1 / 2 " #5 7 1 / 2 " #6 10 " #7 1'- 1 " #8 1'- 4 " NO T E S : 1. AL L T O P B A R S S H A L L B E 2 " C L E A R O F T O P O F S L A B . 2. MIN I M U M T O P B A R S P A C I N G I S O N E B A R D I A M E T E R O R M A X AGGREGATE SIZE, WHICHEVER IS GREATER. MA X I M U M T O P B A R S P A C I N G I S 1 2 " o c . 3. MA X I M U M T O T A L W I D T H E Q U A L T O C O L U M N W I D T H P L U S T H R E E TIMES THE SLAB DEPTH. 4. 'A ' B A R S R U N P A R A L L E L T O T H E L O N G S I D E O F R E C T A N G U L AR COLUMNS AS SHOWN.SECTION A-A TY P E A A B A R S B B A R S TYPE BA BARSB BARS SLAB EDGE AA12" STAGGER, TYP 'WIDTH' SL A B B A N D MA R K TY P E B BARS A B A R S B BAR LENGTH COMMENTS A BAR LENGTH TM - 1 A (12) #4 13' - 0"13' - 0" (1 2 ) # 6 TM - 2 B (12) #6 13' - 0" (1 2 ) # 4 TOP MAT REINFORCING SCHEDULE 12" STAGGER 12" STAGGER8'-0"/9'-0"SLAB BAND SIZ E ST E E L B A S E P L A T E ST E E L C A P P L A T E TH I C K N E S S CO M M E N T S ST E E L C O L U M N S C H E D U L E HS S 4 x 4 x 1 / 4 3/4 " ( S B P - 2 ) 3/4 " ST E E L C O L U M N N O T E S : 1. UN L E S S N O T E D O T H E R W I S E , A L L C O L U M N S S H A L L B E I N S T A L LE D W I T H 3 / 4 " Ø H E A D E D ( O R D O U B L E N U T ) A N C H O R B O L T S . P R O JE C T AN C H O R B O L T S 3 " M I N I M U M A B O V E T H E T O P O F T H E B A S E PL A T E . E M B E D M E N T S H A L L B E 9 " M I N I M U M . A L L B O L T S S H AL L B E IN S T A L L E D W I T H H A R D E N E D W A S H E R S BE N E A T H T H E N U T . A N Y BO L T H O L E S L A R G E R T H A N T H E B O L T D I A M E T E R P L U S 5 / 1 6 " SH A L L H A V E A P L A T E W A S H E R S I N S T A L L E D B E N E A T H T H E HA R D E N E D W A S H E R S . 2. AN C H O R B O L T S S H A L L N O T B E W E L D E D ( I N C L U D I N G T A C K W E LD S ) . 3. IF D E S I R E D S P L I C E L O C A T I O N S D I F F E R F R O M T H O S E L E V E L S SH O W N O N P L A N , N O T I F Y S T R U C T U R A L EN G I N E E R P R I O R T O FA B R I C A T I O N . W R I T T E N A P P R O V A L R E Q U I R E D . 4. AL L C A P P L A T E B O L T S S H A L L B E 3 / 4 " Ø A 3 2 5 N B O L T S , T Y P IC A L UN L E S S N O T E D O T H E R W I S E . 5. SE E G E N E R A L S T R U C T U R A L N O T E S F O R O T H E R R E Q U I R E M E N T S . 6. ER E C T I O N A I D S T O B E R E M O V E D A F T E R C O L U M N S P L I C I N G . ST E E L C O L U M N B A S E P L A T E T Y P E S : BA S E P L L E G E N D : 'c o ' = 1 / 2 " M I N I M U M 'e d ' = 1 1 / 2 " M I N I M U M 'b c ' = 3 " M I N I M U M CA P P L L E G E N D : 'c o ' = 1/ 2 " M I N I M U M 'e d ' = 1 1 / 2 " M I N I M U M 'b c ' = BE A M O R G I R D E R G A G E 'w ' = BE A M O R G I R D E R G A G E + 3 " OR BE A M O R G I R D E R F L A N G E W I D T H + 1 " OR CO L U M N W I D T H + 1 " W H I C H E V E R I S G R E A T E R BA S E P L E L E V A T I O N 'e d ' 'e d ' ' e d ' 'c o ' 'c o ' ' e d ' 'e d ' 'e d ' BA S E P L S B P - 1 BA S E P L S B P - 2 'b c ' AT C O L S 4 " A N D SM A L L E R , U S E ( 2 ) CE N T E R A B O N L Y BA S E P L S B P - 3 1 2 " F O R 1 " D I A . B O L T S 9 " F O R 3 / 4 " D I A . B O L T S , U N O 1 1 / 2 " T Y P A B V B A S E P L 3 " M I N P R O J E C T I O N ' e d ' ' e d ' 'c o ' 'c o ' 'c o ' ' e d ' 'e d 'CA P P L S C P - 1 'b c ' ' e d ' 'c o ' 'c o ' 'e d 'CA P P L S C P - 2 'b c ' ' e d ' ' e d ' 'e d ' 'W ' 'e d ' 'W ' AT C O L S G R E A T E R T H A N 4 " , US E ( 4 ) O U T E R A B ' S O N L Y TY P , UN O 1/ 4 TY P , UN O 1/ 4 'e d ' 'e d ' 'c o ' 1/ 4 TY P , U . N . O . MA R K SC - 1 BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S301SCHEDULES1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET NO S C A L E 1 CO N C R E T E F O O T I N G S C H E D U L E NO S C A L E 2 CO N C R E T E C O L U M N S C H E D U L E NO S C A L E 3 CO N C R E T E W A L L S C H E D U L E NO S C A L E 4 CO N C R E T E R E I N F O R C I N G B A R L A P S P L I C E S C H E D U L E / B A R BE N D I N G DI A G R A M S NO S C A L E 5 CO N C R E T E E P O X Y D O W E L E M B E D M E N T S C H E D U L E NO S C A L E 6 TO P M A T R E I N F O R C I N G S C H E D U L E NO S C A L E 7 ST E E L C O L O M N S C H E D U L E 1 04/13/2016 2 1 BO T T O F T R E N C H T O B E A B V TH I S L I N E BA C K F I L L E D TR E N C H CO N C F T G , S E E SC H E D CO N C W A L L , S E E SC H E D 6 " PI P E 2'- 0 " M I N 2 4 " M I N d ( V A R I E S ) CO N C F T G , S E E SC H E D ST R U C T F I L L SE E G S N 'b ' d ( V A R I E S ) d ( V A R I E S ) CO N C W A L L , S E E SC H E D RE I N F T O M A T C H WA L L IF T H I S D I M EX C E E D S 1 ' - 6 " , D O NO T T H I C K E N F T G PI P E B E L O W F O O T I N G 1/2 " C L E A R 12 " M I N 12 " M I N 6 " M I N PI P E T H R O U G H F O O T I N G 1/2 " C L E A R 6 " M I N TH I C K E N F T G TH I C K E N E D F T G LA P PR O V I D E A D D I T I O N A L RE I N F A S S H O W N T O MA T C H B A R T H A T I S C U T PR O V I D E S L E E V E F O R AL L P I P E S P A S S I N G TH R U W A L S A N D F T G S . 12 " M I N 12 " M I N CO N T O R SP R E A D F T G PR O V I D E S L E E V E F O R AL L P I P E S P A S S I N G TH R U W A L S A N D F T G S DO W E L S T O M A T C H V E R T WA L L R E I N F NO T E : S E E D E T ( _ / S _ _ _ ) F O R OP T I O N A L M A S F N D W A L L 'Z ' B A R S T O M A T C H C O N T FT G R E I N F 2x 4 B E V E L E D K E Y W A Y , CO N T CO N C F N D W A L L 3 ' - 4 " M A X H S E E S C H E D ' t ' L = ( 2 x S T E P H E I G H T ( M I N ) ) CO N C F T G PR O V I D E T R A N S V E R S E R E I N F IN V E R T W A L L T O M A T C H F T G TR A N S V E R S E R E I N F CORNER BARS TO MATCH WALL HORIZ BARS ADDITIONAL VERT BARS AT INTERSECTION TYPLAP LENGTH, TYP LAP LENGTH, TYPCONC WALL, SEE SCHED FOR SIZE AND REINF STLCORNER BARS TO MATCH WALL HORIZ BARS BEND NORMAL WALL REINF OR PROVIDE BAR OF SAME SIZE AND SPACING w/ LAP AS PER GSNCORNER BARSADDITIONAL VERT BAR AT INTERSECTION TYP (2) PLACESADDITIONAL VERT BAR AT CORNER ADDITIONAL VERT BAR CORNER TYP (2) PLACESCONC WALL, SEE SCHED FOR SIZE AND REINF STL PE R F O R M E D " T " Q U I C K J O I N T O R SA W C U T W I T H I N 2 4 H O U R S O F P O U R , US E T O O L E D J O I N T S A T E X T S L A B S CO N T R O L J O I N T 5" U N R E I N F O R C E D S L A B O N G R A D E CO N S T R U C T I O N J O I N T KE Y E D C O L D J O I N T O R MT L K E Y t 1 / 4 S L A B T H I C K N E S S ( t ) 5" U N R E I N F O R C E D S L A B O N G R A D E SE C T I O N A - A US E S T D H O O K S W H E R E F U L L B A R LA P S P L I C E L E N G T H I S N O T PO S S I B L E B E Y O N D E D G E O F O P N G DO W E L S A M E S I Z E A S T R I M BA R ( S ) FL R L I N E WH E R E D I S T A N C E I S L E S S TH A N 2 ' - 0 " S T A R T T R I M B A R S AT F L R L I N E TR I M B A R S TR I M B A R ( S ) : FO R 6 " W A L L S : ( 1 ) # 6 FO R 8 " T O 1 2 " W A L L S ( 2 ) # 6 BA R S T O E X T E N D P A S T E D G E O F OP N G A M I N O F L A P L E N G T H , S E E SC H E D US E D O W E L S - S A M E A S T R I M B A R S - W H E R E J A M B S DO N O T A L I G N V E R T L Y A N D W H E R E T H E R E A R E N O OP N G S B L W , P R O V I D E S T D H O O K W H E R E F U L L L A P IS N O T P O S S I B L E WH E R E J A M B S A L I G N VE R T L Y U S E S P L I C E AS P E R G S N WH E R E T H I S D I M I S L E S S TH A N 2 ' - 0 " U S E # 3 T I E S AT 8 " o c A A A A 36 " M A X , T Y P 36 " M A X T Y P TR I M B A R S N O T R E Q D F O R OP E N I N G S 8 " W I D E O R L E S S OP E N I N G S C L O S E R T H A N 1 6 " E D G E T O ED G E S H A L L B E T R E A T E D A S A S I N G L E OP E N I N G CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F S E E S C H E D CO N C W A L L , S E E PL A N A N D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N BL O C K O U T , P O U R AF T E R EX P A N S I O N J O I N T FI L L E R M A T E R I A L 2" P E R F O O T AT C O N T R A C T O R ' S O P T I O N , F O R M MA Y B E B A T T E R E D 2 " P E R F O O T , FR O M V E R T I F O R E A S E O F F O R M RE M O V A L F O R A L L S P O T F T G s LA R G E R T H A N F S 6 . 0 , T H E R E Q D D I M s SH A L L B E T H E D I M s A T T H E B A S E (2 ) # 4 x 4 ' - 0 " E A S I D E WH E R E T H E R E A R E NO I N T E R S E C T I N G CO N T R O L J O I N T S CONC FTG, SEE SCHED FOR SIZE AND REINFEXTERIOR SLAB OR GRADEWALL BYND#4 AT 16"oc VERT WALL REINFHORIZ WALL REINF TOP AND BOTT CONT REINF CONC FND WALL, SEE SCHED FOR SIZE AND REINFCONC SLAB ON GRADE, SEE PLAN18"2x4 BEVELED KEYWAY CONT TOP & BOTTOM24" CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N CO N C R E T E W A L L SE E P L A N & S C H E D FO R S I Z E A N D R E I N F 1 1 / 2 " C L R 3 6 " M I N CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N CO N C R E T E W A L L SE E P L A N & S C H E D FO R S I Z E A N D R E I N F 1 1 / 2 " C L R GR I D 3 6 " M I N (4 ) # 4 x C O N T #4 A T 1 6 " o c 2' - 0 " T Y P U . 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O O N P L A N 3" 3" CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N CM U W A L L 3 6 " F R O S T C O V E R CONC FTG, SEE SCHED ON PS301 FOR REINFCONC SLAB ON GRADE, SEE PLAN CONCRETE WALL SEE SCHED ON PS301 FOR REINF 12" SAND/GRAVEL BACK FILL LIGHTLY COMPACTED 12"EQ.EQ.#4 x CONT #5 x AT 18"oc4'-0"3'-0"VARIESVARIESVEHICLE BARRIER CABLE SYSTEM,SEE ARCH.BOTTOM REINF PT TENDON AT 16"oc, (2) AT EDGES (2) #4 CONT BACK UP(4) #5 CONT 2" CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N CO N C R E T E W A L L SE E P L A N & S C H E D FO R S I Z E A N D R E I N F 3 6 " M I N CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N CM U W A L L 3 6 " F R O S T C O V E R WO O D W A L L S E E A R C H D W G ' S CO N C S L A B O N G R A D E S E E A R C H CO N C F T G , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F CO N C S L A B O N GR A D E , S E E P L A N CO N C W A L L 3 6 " F R O S T C O V E R WO O D W A L L S E E A R C H D W G ' S CO N C S L A B O N G R A D E S E E A R C H BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S501FOOTING AND FOUNDATION DETAILS1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET NO S C A L E 1 TY P I C A L P I P E P A R A L L E L T O F O O T I N G NO S C A L E 2 TY P I C A L C O M P A C T E D F I L L ( I F R E Q U I R E D ) NO S C A L E 3 TY P I C A L P I P E P E R P E N D I C U L A R T O C O N T I N U O S F O O T I N G NO S C A L E 4 TY P I C A L F O O T I N G S T E P A T C O N C R E T E F O U N D A T I O N W A L L NO SCALE 5TYPICAL CORNER WALL REINFORCING FOR SINGLE REINFORC ING CONCRETE TE WALLS (PLAN VIEW) NO S C A L E 6 TY P I C A L S L A B O N G R A D E J O I N T NO S C A L E 7 TY P I C A L T R I M B A R S A R O U N D M I S C E L L A N E O U S C O N C R E T E W A L L O P E N I N G UN L E S S N O T E D O T H E R W I S E NO S C A L E 8 TY P I C A L I N T E R I O R C O N C R E T E C O L U M N NO SCALE 9 FOUDATION WALL OPENING AT DOOR NO S C A L E 10 WA L L F O O T I N G D E T A I L NO S C A L E 11 IN T E R I O R S H E A R W A L L NO S C A L E 12 TY P I C A L T H I C K E N E D S L A B NO S C A L E 13 TY P I C A L I N T E R I O R S H E A R W A L L NO SCALE 14 INTERIOR RAMP WALL (OTHER) NO S C A L E 15 CO N C R E T E W A L L F O O T I N G D E T A I L NO S C A L E 16 TY P I C A L I N T E R I O R S H E A R W A L L NO S C A L E 17 TY P I C A L S H E A R W A L L 04/13/2016 DE A D - E N D IN T E R M E D I A T E S T R E S S I N G P O I N T ST R E S S - E N D " T " EN C A P S U L A T E D A N C H O R W / IN T E G R A L S E L F S E A L I N G S L E E V E (2 ) # 4 x C O N T B A C K - U P B A R S , TY P A T U N I F O R M T E N D O N S , EX T E N D 4 8 " B E Y O N D A N C H O R ZO N E S A T B A N D E D MA X O F 1 " E X P O S E D S T R A N D B E H I N D T H E IN T E R M E D I A T E A N C H O R , U S E 1 2 " T U B E A N D SP L I T S E A L A T I N T E R M E D I A T E * C U T P L A S T I C B A C K FO R I N T E R M E D I A T E ST R E S S I N G OP E R A T I O N US E S P L I T G R O M M E T S A T IN T E R M E D I A T E * 1 ' - 0 " RE F : S U P P L I E R EL O N G A T I O N T / 2 T / 2 12 " M I N RE - S L E E V E W / 2 4 " T U B E A N D SP L I T S E A L SP L I T S E A L NA I L A N C H O R T O F O R M NO T E : U S E 4 0 d R I N G S H A N K NA I L S T / 2 T / 2 EN C A P S U L A T E D A N C H O R W/ I N T E G R A L S E L F SE A L I N G S L E E V E 2" hs = HE I G H T O F S T R A N D A T C . 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F R O M D E C K ( S H O W N O N S T R U CT D W G S ) hc = HE I G H T O F C H A I R A B V D E C K ( S H O W N O N S H O P D W G S ) hb s = DIA M E T E R O F S U P P O R T B A R P L U S 1 / 2 S T R A N D D I A M E T E R hs b = HE I G H T O F S L A B B O L S T E R A B V D E C K ( S H O W N O N S H O P D W G S ) CH A I R A N D B A R CH A I R D I R E C T SL A B B O L S T E R h s DE C K CG S O F S T R A N D S H O W N O N S T R U C T DW G S h s h c SU P P O R T B A R O N T O P CG S O F S T R A N D S H O W N O N S T R U C T DW G S P/ T S T R A N D CG S O F S T R A N D S H O W N O N S T R U C T DW G S h b s h c h s h s b "B " " A " "C"90° GROMMET1 1/2"SPLIT-GROMMET 45° GROMMETNOTE:GREASING OF GROMMET NIPPLE WHICH COMES IN CONTACT W/ THE EDGE OPNG IS HIGHLY RECOMMENED AN C H O R DI M E N S I O N S A 5" B 2 1/4"C 1 1/2"1 1/2"3" 40 S T L P I P E S L E E V E S 3" M I N O R 1 " W / S C H E D ?P/ T T E N D O N S 6" Ø S L E E V E SE E ( 4 / S 6 0 1 ) F O R A D D I T I O N A L RE I N F R E Q D A T S L A B PE N E T R A T I O N d NO T E : AL L S L E E V E S S H A L L B E d C L E A R F R O M WA L L S A N D C O L S . 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KE Y W A Y C O N T B T W N P / T TE N D O N S P/ T T E N D O N #4 x 4 ' - 0 " A T 1 2 " o c T O P AN D B O T T 1s t P O U R 2n d P O U R SL A B C A U L K J O I N T EL A S O M E T R I C C A U L K J O I N T , SE E A R C H DTL AT ANCHOR#4 x 4'-0" AT 12"oc TOP AND BOTT,CTR AT CONSTRUCTION JOINT(4) #4 EA SIDE OF JOINT (INCLUDING (2) BACKUP BARS)SEE (8/S601) FOR ANCHOR REINF 1'- 2 " 8" PT A N C H O R (2 ) # 4 x C O N T B A C K U P B A R S , EX T E N D 1 2 " B Y N D A N C H O R Z O N E S EA S I D E (4 ) # 5 x C O N T T Y P #4 H A I R P I N S B T W N E A A N C H O R AN D A T E N D O F A N C H O R Z O N E h 4" M A X 2" M I N PL A N V I E W 3/8 h SL A B O P E N I N G #5 x 6 ' - 0 " C O R N E R B A R S , T O P AN D B O T T , T Y P #5 B A R S , T O P A N D B O T T A T E A SI D E O F O P N G , T Y P PT T E N D O N S 6" 1" ( M A X ) 3'- 0 " 12 " M I N 3 " C L R A N C H O R E M B E D M E N T 3 / 4 " M A X D R I L L E D PT C A B L E Z O N E CA S T I N P L A C E A N C H O R S A S RE Q D F O R E Q U I P M E N T 1/ 2 " x 5 " x 5 " E M B E D P L W / ( 1 ) 1/ 2 " Ø x 1 0 " H S A , 4 , 0 0 0 # PE R E M B E D 3/ 4 " D R O P I N A N C H O R ( M A X DR I L L E D E M B E D M E N T ) H I L T I HD I - P UN I S T R U T L O A D S P E R MA N U F A C T U R E R CO N C R E T A I N I N G W A L L (4 ) # 6 A T 1 2 " o c PO S T T E N S I O N E D CO N C S L A B CO N C R A M P S L A B , S E E PL A N 2" S T Y R O F O A M S L E E V E FO R 1 5 ' - 0 " A T E A E N D O F TH E W A L L SM O O T H T R O W E L A N D ( 2 ) LA Y E R S O F 1 5 # F E L T A T T O P OF W A L L F O R 1 5 ' - 0 " A T E A EN D O F T H E W A L L PO U R A F T E R S T R E S S I N G SE E ( D 4 / S 5 0 2 ) F O R TY P W A L L B A C K F I L L BR G4" 8" #5 D O W E L S A T 1 2 " o c 36 " 36 " ROUGHEN SURFACE 1/4"AMPLITUDE (MIN)HORIZ WALL REINFVERT WALL REINFANCHORAGE ZONE 36"72"#6 AT 12"ocCONC WALL PT SLAB 2" G A P SL A B R E I N F , S E E P L A N #4 x 2 5 ' - 0 " A T 1 6 " o c T O P , T Y P V A R I E S VE H I C L E B A R R I E R C A B L E SY S T E M , S E E A R C H ON L Y ( 1 ) S I D E A T S I M C O N D GR I D #4 A T 1 6 " o c 48 " 36 " 2" G A P V A R I E S (4 ) # 5 x C O N T T Y P . E X T E N D 8 ' - 0 " PA S T E N D S O F R A M P S P L I T 9 " 7 1 / 2 " 2'- 0 " 1'- 6 " 1'- 6 " 18 " T Y P 18 " T Y P 1 " C L R T Y P TO P M A T , S E E P L A N AN D S C H E D 7'- 0 " SE E P L A N TY P B O T T RE I N F 7 " BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S601DETAILS1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET NO S C A L E 1 EN C A P S U L A T E D A N C H O R A G E I N S T A L L A T I O N P R O C E D U R E NO S C A L E 2 SL A B S U P P O R T I N S T A L L A T I O N P R O C E D U R E NO S C A L E 3 ST A N D A R D M O N O S T R A N D A N C H O R NO S C A L E 6 TY P I C A L S L E E V E P L A C E M E N T I N P T S L A B NO S C A L E 4 CO N C R E T E W A L L A N D P O S T T E N S I O N S L A B P I P E A N D C O N S U I T O P E N I N G NO S C A L E 5 PT S L A B F R A M I N G D E T A I L NO S C A L E 7 TY P I C A L C O N S T R U C T I O N J O I N T NO S C A L E 8 TE N D O N A N C H O R S NO S C A L E 9 SL A B E D G E NO S C A L E 10 SH E A R W A L L D E T A I L NO S C A L E 11 SL A B B E A R I N G D E T A I L NO SCALE 12 SLAB BEARING DETAIL NO S C A L E 13 SL A B E D G E D E T A I L NO S C A L E 14 SL A B E D G E D E T A I L 104/13/2016 1'- 6 " 1'- 6 " 18 " T Y P 18 " T Y P 1 " C L R T Y P #4 x 1 5 ' - 0 " A T 1 8 " o c #4 C A R R I E R B A R S AT 3 0 " o c 8'- 0 " SE E P L A N TY P B O T T R E I N F 7 " 2" O F C L R C O V E R I S TO B E P R O V I D E D F O R TE N D O N S A N D R E I N F AT S L A B B E N D ( S ) 2 " C L R (2 ) U N I F O R M T E N D O N S MU S T P A S S T H R U T H E CO L ( S ) BA N D E D T E N O N S I N GR O U P S O F 4 ( M A X ) TO P M A T R E I N F 6 " o c EW , S E E T M S C H E D ON ( S 3 0 2 ) BA N D E D P O R T I O N O F CO N C P T S L A B CO N C C O L , S E E P L A N AN D S C H E D F O R SI Z E A N D R E I N F , V E R T RE I N F T O H O O K I N T O S L A B ST U D R A I L S H E A R RE I N F A T E A C O L , SE E S C H E D O N ( S 3 0 2 ) 7 " CO N C P T S L A B BO T T R E I N F , SE E P L A N S HO R I Z W A L L R E I N F , SE E S C H E D VE R T W A L L R E I N F , SE E S C H E D CO N C W A L L , S E E PL A N S A N D S C H E D FO R R E I N F TOP MAT OF REINF OVER WALL ROUGHEN SURFACE 1/4" AMPLITUDE (MIN) #5 D O W E L S A T 1 2 " o c 24 " 24 " #4 AT 16"oc 48"36"?CONC WALLSLAB ON GRADE #4 A T 1 6 " o c 48 " 36 " CO N C W A L L SL A B O N G R A D E CO N C W A L L B A R L A P SL A B R E I N F , S E E ( _ / _ _ _ ) P/ T T E N D O N , ( 2 ) A D D I T I O N A L AT E D G E S , T Y P #4 x 7 ' - 0 " A T 1 2 " o c T O P 3/ 4 " CM U W A L L SE E 1 3 / S 6 0 1 F O R S L A B T A P P E R BE N T P L 3 / 8 X 4 X 4 X 6 " L O N G W/ 3 / 4 " Ø T H R E A D W E L D ST U D T O E M B E D I N 2 " SL O T . 3 / 4 " Ø E P O X Y B O L T IN 2 " S L O T T E D H O L E EM B E D P L @ 3 2 " O C , P L 3 / 8 X 6 X 8 " W/ ( 2 ) 3 / 4 " Ø X 6 " H S A ' s A N D ( 1 ) 1/ 2 " Ø X 2 4 " D B A ( L O C A T E A T V E R T BA R S I N M A S O N R Y ) CM U W A L L BO N D B R E A K E R PT D E C K , S E E P L A N L A P #? A T x " o c X" X" LAP LENGTH MAS WALLADDITIONAL VERT BAR AT INTERSECTION, TYP (4)PLACES LAP LENGTH MIN LAP LENGTH MINLAP LENGTH MIN LAP LENGTH MIN CO R N E R B A R CORNER BAR AD D I T I O N A L V E R T B A R A T IN T E R S E C T I O N , T Y P ( 4 ) PL A C E S MA S W A L L LAP LENGTH EM B E D P L A T E 3 / 4 " x 8 " x 8 " w/ ( 4 ) 3 / 4 " x 5 " H S A s A T 5" o c , G 9 0 C O A T I N G PT S L A B , S E E P L A N FU T U R E H S S C O L DO N O T C O N N E C T TO P T S L A B SE C T I O N A PT S L A B V E R I F Y W I T H A R C H 3 ' - 8 " 8" SL E E V E C A B L E S T H R U T A B WA L L S A W A Y F R O M E N D AN D E X P A N S I O N J O I N T CO N C W A L L 24 " 9 0 ° E X T E N S I O N S OF W A L L V E R T RE I N F I N S L A B , T Y P SE C T I O N B 1/ 4 " x 1 1 / 2 " x 3 ' - 7 " S T A N C H I O N PL A T E M I D W A Y B E T W E E N TA B W A L L S 1/ 4 " Ø U - B O L T S , T Y P 4 " T Y P A A B B (3 ) # 4 V E R T EA C H E N D (3 ) # 4 E Q S P A C E D SL E E V E C A B L E S T H R U WA L L T A B PT S L A B #4 S T I R R U P S A T 8" o c ( 9 0 ° H O O K S EA C H E N D ) CA B L E A N C H O R S BY G R A B B I T PL A N V I E W V E R I F Y W I T H A R C H 4 ' - 0 " 6" C O N C G U A R D R A I L W A L L , R E I N F W / # 4 @ 12 " O C E A W A Y SE E 1 3 / S 6 0 1 F O R T Y P SL A B E D G E R E I N F R E Q 4" C O N C S L A B O N W 2 x 2 0 g a ST E E L D E C K , T Y P L3 x 3 x 1 / 4 W / 3 / 4 " Ø x 6 " E M B E D EP O X Y B O L T @ 2 4 " O C HS S 8 x 4 x 1 / 4 L A N D I N G B E A M S . AL S O C A R R Y I N N E R S T R I N G E R S CO P E 1 2 x 2 @ F L O O R LA N D I N G F O R J O I N T W / P T SL A B HS S 1 2 x 2 x 1 / 4 S T R I N G E R W / F U L L S T R E N G T H , I T E R E D SP L A I C E S @ L A N D I N G S B O L T 1 2 x 2 ' s T O C O N C O R MA S O N R Y W A L L W / 3 / 4 " Ø E P O X Y B O L T S @ 2 4 " O C HS S 4 x 4 x 1 / 4 P O S T NO T E : - AD D I T I O N A L S T A I R L A N D I N G D E T A I L S B Y A R C H A N D S T A I R S U P P L I E R BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIESmethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT IN TENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING AL L TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODEL S THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLI CATED,OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO I NC.project: E d c b a E d c b a 1 2 3 4 5 6 1 2 3 4 5 6 issue type:Rev: 1 - ADDENDUM 01:04/12/2016 S602DETAILS1602804/05/2016HEMMING CEDARS STUDENT HOUSING PERMIT SET NO S C A L E 1 SL A B B A N D S E C T I O N NO S C A L E 2 SL A B B A N D D E T A I L A T T O P O F C O L U M N NO S C A L E 3 PT S L A B T O C O N C S H E A R W A L L NO SCALE 4 MASONRY WALL TO SLAB ON GRADE NO S C A L E 5 CO N C R E T E W A L L T O S L A B O N G R A D E NO S C A L E 6 TY P P T S L A B E D G E A T C M U W A L L D E T A I L NO S C A L E 8 TY P P T S L A B A T C M U W A L L D E T A I L NO SCALE 10 TYP CORNER WALL REINF FOR SINGLE REINFORCED MASONRY WALLS (PLAN) NO S C A L E 11 CA N O P Y E M B E D NO S C A L E 12 VE H I C L E B A R R I E R W A L L NO S C A L E 7 TY P I C A L P T S L A B E D G E A T S P A N D R E L 1 NO S C A L E 9 MA S O N R Y W A L L T O S L A B O N G R A D E 04/13/2016 PL A N V I E W EL E V A T I O N V I E W P E R N E C 3 8 4 - 4 . W A L L PE R N E C 1 1 0 - 2 6 . 36 " 30 " W A L L 6 ' - 6 " A . F . F . 6 6 " 36 " O R C E I L I N G 6 ' A . F . F . FI N I S H FL O O R PA N E L O R EL E C T I R C A L EQ U I P M E N T GE N E R A L C O O R D I N A T I O N N O T E : GE N E R A L D E T A I L N O T E S : FI N I S H F L O O R 1' - 6 ' ' TH E R M O S T A T O R ME C H A N I C A L S W I T C H LI G H T SW I T C H (O R A S N O T E D ) * 4 ' - 0 ' ' * 3 ' - 6 ' ' (O R A S N O T E D ) RE C E P T A C L E @ M I L L W O R K * E . C . S H A L L C O O R D I N A T E A L L D E V I C E MO U N T I N G H G T S . A N D E X A C T L O C A T I O N WI T H A R C H I T E C T U R A L I N T E R I O R EL E V A T I O N S R E P O R T C O N F L I C T S T O AR C H I T E C T * * P R I O R T O R O U G H - I N * * VE R I F Y W I T H M E C H . MU D R I N G O R I E N T A T I O N . A. A L L M O U N T I N G H E I G H T S T Y P I C A L U N L E S S NO T E D O T H E R W I S E . B. C O O R D I N A T E O U T L E T H E I G H T S W I T H AR C H I T E C T S M I L L W O R K D W G S . T O I N S U R E TH A T O U T L E T S W I L L N O T F A L L B E H I N D CA B I N E T S , B A C K S P L A S H E S , O R I N T E R F E R E WI T H W A I N S C O T I N G , E T C . C. A L L S W I T C H E S A N D T H E R M O S T A T S T O B E MO U N T E D A S C L O S E TO D O O R J A M S A S PO S S I B L E . C O O R D I N A T E A L L D E V I C E S W I T H AR C H I T E C T U R A L P L A N S A N D D E T A I L S . D. C O O R D I N A T E L I G H T S W I T C H & O U T L E T HE I G H T S W I T H A R C H I T E C T U R A L WA I N S C O T I N G A N D O R T I L E W O R K S O A S NO T T O F A L L M I D W A Y I N T H E S E F I N I S H E S . FI R E 6' - 8 ' ' FI R E A L A R M N O T I F I C A T I O N DE V I C E FI R E MA N U A L P U L L S T A T I O N HA N D L E S H A L L B E BE T W E E N 4 2 " & 4 8 " A F F RE C E P T . TE L E / D A T A OU T L E T TV OU T L E T 4 ' - 0 " 1 5 ' - 0 ± ST R U C T U R A L C O L U M N O F PA R K I N G G A R A G E ; C O O R D I N A T E IN S T A L L A T I O N O F P O L E W I T H ST R U C T U R A L E N G I N E E R . 3/ 4 " C O N D U I T AN C H O R B O L T S P E R P O L E MA N U F A C U R E R ; C O O R D I N A T E IN S T A L L A T I O N W I T H ST R U C T U R A L E N G I N E E R . PA R K I N G G A R A G E D E C K HI N G E B A S E P O L E W I T H CO V E R 4" S Q U A R E S T R A I G H T S T E E L PO L E . P O L E C O L O R T O M A T C H PO L E L I G H T PO L E L I G H T - S E E S C H E D U L E Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.commethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.project:PROGRESS SET N O T FOR C ONSTRUCTION E d c b a E d c b a 12 3 4 5 6 12 3 4 5 6 P.E. JOB #1615 P-E001ELECTRICALSYMBOLS, &SCHEDULES13.0670 04/05/2016HEMMING CEDARS STUDENT HOUSING BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES CI R C U I T I N G & G E N E R A L S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L D E S C R I P T I O N KE Y E D N O T E R E F E R E N C E 1 BR A N C H C I R C U I T H O M E - R U N T O P A N E L I N D I C A T E D A- 1 , 3 , 5 3/ 4 " C . - 6 # 1 2 , 1 # 1 2 G QT Y & S I Z E O F E Q U I P M E N T G R O U N D C O N D U C T O R QT Y & S I Z E O F N E U T R A L A N D P H A S E C O N D U C T O R ( S ) SI Z E O F C O N D U I T A- 1 , 3 , 5 3/ 4 " C . - 6 # 1 2 , 1 # 1 2 G PA N E L A N D C I R C U I T D E S I G N A T I O N S EQ U I P M E N T G R O U N D I N G C O N D U C T O R TI C K M A R K S NE U T R A L C O N D U C T O R ( S ) PH A S E A N D / O R S W I T C H - L E G C O N D U C T O R ( S ) BR A N C H C I R C U I T / F E E D E R C O N C E A L E D I N C E I L I N G O R W A L L BR A N C H C I R C U I T / F E E D E R C O N C E A L E D U N D E R G R O U N D O R F L O O R NE W E Q U I P M E N T , D E V I C E S , E T C . EX I S T I N G E Q U I P M E N T , D E V I C E S , E T C . DE M O L I T I O N E Q U I P M E N T , D E V I C E S , E T C . DE T A I L # / S H E E T R E F E R E N C E 1 / E S 1 0 1 *2 5 , 0 0 0 A CA L C U L A T E D A V A I L A B L E F A U L T C U R R E NT A T E Q U I P M E N T ( S E E P O W E R R I S E R ) FM PO W E R S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L D E S C R I P T I O N EL E C T R I C A L S W I T C H B O A R D E Q U I P M E N T, ( S E E P O W E R R I S E R A N D P A N E L S CH E D U L E S FO R A D D I T I O N A L I N F O R M A T I O N ) 'M S B ' 'T # # ' DR Y - T Y P E T R A N S F O R M E R , ( S E E P O W E R R I S E R F O R A D D I T I O N A L I N F O R M A T IO N ) 'L A ' EL E C T R I C A L P A N E L B O A R D , ( S E E PO W E R R I S E R A N D P A N E L S C H E D U L E S FO R A D D I T I O N A L I N F O R M A T I O N ) DI S C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E A S I N D I C A T E D TY P E S : 1 = N E M A 1 , 3 R = N E MA 3 R , 4 X = N E M A 4 X 30 A / 3 P / 3 R FU S E D D I S C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E A S I N D I C A T E D TY P E S : 1 = N E M A 1 , 3 R = N E MA 3 R , 4 X = N E M A 4 X 30 A / 3 P / 3 R (3 0 A F U S E S ) CO M B I N A T I O N S T A R T E R & F U S E D D I S C O N N E C T S W I T C H , S I Z E / P O L E S / T Y P E AS I N D I C A T E D . TY P E S : 1 = N E M A 1 , 3 R = N E MA 3 R , 4 X = N E M A 4 X J JU N C T I O N B O X CR = C O R D R E E L ; S E E D R A W I N G S F O R I N F O R M A T I O N CD = C O R D D R O P ; S E E D R A W I N G S F O R I N F O R M A T I O N EQ U I P M E N T C O N N E C T I O N ; C O O R D I N A T E C O N N E C T I O N W I T H E Q U I P M E N T PR I O R T O R O U G H - I N MO T O R C O N N E C T I O N PO W E R A N D / O R D A T A S E R V I C E P O L E FL O O R B O X W I T H P O W E R O NL Y ( S E E F L O O R B O X S C H E D U L E F O R A D D I T I O N A L IN F O R M A T I O N ) PU S H B U T T O N S T A T I O N FL O O R B O X W I T H P O W E R A N D D A T A ( S E E F L O O R B O X S C H E D U L E F O R A D D I T I O N AL IN F O R M A T I O N ) FB # FB # SP E C I A L R E C E P T A C L E ( C O O R D I N A T E N E M A T Y P E W I T H E Q U I P . ) E = 2 4 0 V O R 4 8 0 V E Q U I P M E N T ( R E F E R T O P A N E L S C H E D U L E S F O R A M P S ) R = E L E C T R I C R A N G E ( 5 0 A - 2 4 0 V R A T E D ) W = W E L D E R ( 2 5 0 V , 5 0 A , N E M A 1 4 - 5 0 R ) CE I L I N G M O U N T E D D U P L E X R E C E P T A C L E ( C O O R D I N A T E P L A C E M E N T W I T H CE I L I N G E Q U I P M E N T P R I O R T O R O U G H - I N ) DU P L E X R E C E P T A C L E GF C I - T Y P E D U P L E X R E C E P T A C L E DO U B L E - D U P L E X R E C E P T A C L E GF C I - T Y P E D O U B L E - D U P L E X R E C E P T A C L E RE C E P T A C L E A N D E Q U I P M E N T S U B S C R I P T S AC AB O V E C O U N T E R TR UL L I S T E D T A M P E R - R E S I S T A N T WP WE A T E R P R O O F ( U L L I S T E D W E A T E R - RE S I S T A N T ) +4 2 " MO U N T I N G H E I G H T A F F O R A F G IG IS O L A T E D G R O U N D S SU R G E - P R O T E C T I O N T Y P E RE F RE F R I G E R A T O R ME C H A N I C A L E Q U I P M E N T C A L L O U T , ( R E F E R T O M E C H A N I C A L E Q U I P M E N T SC H E D U L E S F O R I N F O R M A T I O N ) RT U - 1 HV A C T H E R M O S T A T O R S E N S O R ; P R O V I D E & I N S T A L L B A C K B O X , 3 / 4 " C O N D U IT A N D CO N D U C T O R S T O A S S O C I A T E D H V A C U N I T . C O O R D I N A T E E X A C T L O C A T I O N & S I Z E A N D NU M B E R O F C O N D U C T O R S W I T H M . C . T S OR 30 A / 3 P / 3 R SI Z E 1 (3 0 A F U S E S ) SM A L L E X H A U S T F A N C O N N E C T I O N TV 12 0 V R E C E P T . F O R T V ; V E R I F Y H E I G H T W I T H AR C H . D R A W I N G S US B 12 0 V R E C P T . W I T H U S B C H A R G I N G P O R T S EW C EL E C T R I C W A T E R C O O L E R M MI C R O W A V E DI S P GA R B A G E D I S P . ( U N D E R S I N K ) LI G H T I N G S Y M B O L S C H E D U L E NO T E : A L L S Y M B O L S M A Y N O T B E U S E D SY M B O L S M A Y N O T R E P R E S E N T A L L L I G H T F I X T U R E S U S E D O N P R O J EC T , R E F E R T O L I G H T F I X T U R E S C H E D U L E F O R A C T U A L F I X T U R E IN F O R M A T I O N I N C L U D I N G F I X T U R E T Y P E , L A M P I N G A N D M O U N T I N G A N D E T C . SY M B O L D E S C R I P T I O N PA R K I N G A R E A P O L E L I G H T , S I N G L E O R D O U B L E H E A D A S I N D I C A T E D O N DR A W I N G S . R E F E R T O L I G H T P O L E D E T A I L F O R P O L E I N F O R M A T I O N . 2X 4 F L U O R E S C E N T O R L E D F I X T U R E 2X 2 F L U O R E S C E N T O R L E D F I X T U R E SU R F A C E M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E ST R I P F L U O R E S C E N T O R L E D F I X T U R E WA L L M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E EX T E R I O R W A L L M O U N T E D F I X T U R E RO U N D R E C E S S E D F I X T U R E SU R F A C E O R P E N D A N T F I X T U R E LI G H T F I X T U R E S U B S C R I P T S NL N I G H T - L I G H T ( C O N N E C T T O U N S W I T C H E D L E G O F C I R C U I T ) EX I T S I G N , W A L L O R C E I L I N G M O U N T I N G A S R E Q U I R E D ( S I N G L E O R D O U B LE F A C E ) DI R E C T I O N A L C H E V R O N S A S I N D I C A T E D ; C O N N E C T T O U N S W I T C H E D L E G O F L I G H T I N G CI R C U I T T H A T I S I N T H E S A M E A R E A A S T H E E X I T S I G N S . SH A D E D F I X T U R E I N D I C A T E S A N E M E R G E N C Y F I X T U R E . P R O V I D E W I T H 14 0 0 L U M E N M I N . B A T T E R Y P A C K O R C O N N E C T E D T O E M E R G E N C Y P O W E R S Y ST E M . CO N N E C T B A T T E R Y P A C K T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T I S I N T H E SA M E A R E A A S T H E E M E R G E N C Y F I X T UR E . P R O V I D E W I T H T E S T L I G H T A N D S W I T C H . CE I L I N G M O U N T E D O C C U P A N C Y S E N S O R , S E E O C C U P A N C Y S E N S O R SC H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . SW I T C H M O U N T E D O C C U P A N C Y S E N S O R , S E E O C C U P A N C Y S E N S O R SC H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . SI N G L E - P O L E S W I T C H DU A L - L E V E L S W I T C H E S ; I N - B O A R D A N D O U T - B O A R D L A M P S S H A L L B E S W I T CH E D SE P A R A T E L Y . ( S U B S C R I P T A P P L I E S T O B O T H S W I T C H E S ) SW I T C H S U B S C R I P T S 33- W A Y S W I T C H 44- W A Y S W I T C H D D I M M E R S W I T C H (C O M P A T I B L E W / L O A D T H A T I T S E R V E S ) K K E Y E D S W I T C H F T I M E R S W I T C H (I N T E R M A T I C M O D E L E I 4 0 0 S E R I E S ) F1 LI G H T F I X T U R E T Y P E D E S I G N A T I O N S D1 WA L L O R C E I L I N G M O U N T E D E M E R G E N CY L I G H T I N G U N I T W / B A T T E R Y P A C K CO N N E C T T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T I S I N T H E S A ME A R E A A S T H E EM E R G E N C Y L I G H T . P P I L O T L I G H T E D S W I T C H LV L O W - V O L T A G E S W I T C H T T H E R M A L - O V E R L O A D S W I T C H M S W I T C H S U P P L I E D W I T H E Q U IP M E N T , I N S T A L L E D B Y E . C . WP W E A T H E R P R O O F 2P D O U B L E P O L E , S I N G L E T H R O W S W I T C H LI G H T I N G F I X T U R E S C H E D U L E - P A R K I N G G A R A G E TY P E F I X T U R E D E S C R I P T I O N M O U N T I N G V O L T S L A M P S M F G R . C A T A L O G # A P P R O V E D MFGR'S N O T E S PF 1 L E D P A R K I N G G A R A G E F I X T U R E , 2 0 D E G . L E D PA N E L T I L T SU R F A C E 1 2 0 - 2 7 7 L E D - 4 , 3 6 5 L M - 4 0 0 0 K C O O P E R L T G Q D C A S T 1 A - Q D C O V PF 2 A R E A P O L E L I G H T , D O U B L E - H E A D , P O L E ( S E E D E T A I L ) 1 2 0 - 2 7 7 L E D - 2 7 , 00 0 L M - 4 0 0 0 K C O O P E R L T G G L E O N - A E - 0 5 - L E D - E 1 - 5 W Q - S C B A 3 SC A L E : N O N E 1 EL E C T R I C A L E Q U I P . C L E A R A N C E D E T A I L SC A L E : N O N E 2 TY P I C A L D E V I C E M O U N T I N G H E I G H T S D I A G R A M SC A L E : N O N E 3 PA R K I N G G A R A G E P O L E L I G H T D E T A I L 1. R E F E R T O D R A W I N G S F O R F I X T U R E S D E S I G N A T E D T O B E D U A L - L E V E L S W IT C H E D , P R O V I D E P R O P E R B A L L A S T I N G F O R D U A L - L E V E L C O N T R O L F I X T U R E. 2. F I X T U R E T O B E C O N T I N U O U S R O W M OU N T E D L E N G T H A S I N D I C A T E D O N D RA W I N G S , P R O V I D E A C C E S S O R I E S R E QU I R E D F O R C O N T I N U O U S M O U N T I N G . 3. S C B A - S T A N D A R D C O L O R B Y A R C H I T E CT ; C O O R D I N A T E C O L O R W I T H A R C HT I T E C T P R I O R T O O R D E R I N G . 4. F I E L D A D J U S T P E N D A N T L E N G T H A S RE Q U I R E D , V E R I F Y L E N G T H W I T H C OU N T E R A S D I R E C T E D B Y A R C H I T E C T . 5. R E F E R T O A R C H I T E C T U R A L E L E V A T I O N D R A W I N G S F O R P L A C E M E N T A N D M OU N T I N G H E I G H T O F F I X T U R E S . LI G H T F I X T U R E S C H E D U L E N O T E S : SC A L E : 1 2 " = 1 ' - 0 " 4 LE V E L 6 P H O T O M E T R I C P L A N P. B P. C P. DP. E P. F P. 2 P. 3 P. 4 P. 5 P. 6 P. 7 P. 8 P. 9 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 'P ' P. A P. B P. C P. DP. E P. F P. 2 P. 3 P. 4 P. 5 P. 6 P. 7 P. 8 P. 9 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.commethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.project:PROGRESS SET N O T FOR C ONSTRUCTION E d c b a E d c b a 12 3 4 5 6 12 3 4 5 6 P.E. JOB #1615 P-E101LEVELS 1 & 2 -ELECTRICAL13.0670 04/05/2016HEMMING CEDARS STUDENT HOUSING BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES SC A L E : 3 / 3 2 " = 1 ' - 0 " 1 LE V E L 1 - E L E C T R I C A L 16 ' 8' 0" KEY NOTES:# SC A L E : 3 / 3 2 " = 1 ' - 0 " 2 LE V E L 2 - E L E C T R I C A L 16 ' 8' 0" NO R T H NO R T H P. A P. B P. C P. DP. E P. F P. 2 P. 3 P. 4 P. 5 P. 6 P. 7 P. 8 P. 9 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 P. A P. B P. C P. DP. E P. F P. 2 P. 3 P. 4 P. 5 P. 6 P. 7 P. 8 P. 9 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.commethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.project:PROGRESS SET N O T FOR C ONSTRUCTION E d c b a E d c b a 12 3 4 5 6 12 3 4 5 6 P.E. JOB #1615 P-E102LEVELS 3 & 4 -ELECTRICAL13.0670 04/05/2016HEMMING CEDARS STUDENT HOUSING BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 16 ' 8' 0" NO R T H KEY NOTES:# SC A L E : 3 / 3 2 " = 1 ' - 0 " 1 LE V E L 3 - E L E C T R I C A L SC A L E : 3 / 3 2 " = 1 ' - 0 " 2 LE V E L 4 - E L E C T R I C A L 16 ' 8' 0" NO R T H P. A P. B P. C P. DP. E P. F P. 2 P. 3 P. 4 P. 5 P. 6 P. 7 P. 8 P. 9 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 PF 1 P. A P. B P. C P. DP. E P. F P. 2 P. 3 P. 4 P. 5 P. 6 P. 7 P. 8 P. 9 PF 2 PF 2 (3 / P - E 0 0 1 ) (3 / P - E 0 0 1 ) Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 fax (208) 232-1435 www.payneengineeringinc.commethodstudioinc.9 2 5 s o u t h w e s t t e m p l e s a l t l a k e c i t y , u t a h 8 4 1 0 1 p h o n e : (8 0 1) 5 3 2 - 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.project:PROGRESS SET N O T FOR C ONSTRUCTION E d c b a E d c b a 12 3 4 5 6 12 3 4 5 6 P.E. JOB #1615 P-E103LEVELS 5 & 6 -ELECTRICAL13.0670 04/05/2016HEMMING CEDARS STUDENT HOUSING BID PACKAGE #1 FOOTING/FOUNDATION & SITE UTILITIES 16 ' 8' 0" NO R T H KEY NOTES:# SC A L E : 3 / 3 2 " = 1 ' - 0 " 1 LE V E L 5 - E L E C T R I C A L SC A L E : 3 / 3 2 " = 1 ' - 0 " 2 LE V E L 6 - E L E C T R I C A L 16 ' 8' 0" NO R T H