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Plans BUP2012 - 00068 & MEC2013 - 00150 OUTLOT RETAIL BUILDING # 1 AUG 2 0 Z01Z CROFT16" a 6t)11Dit�G D!l11Sf01'f � � TIGARD , OR N O ARCHITECT INDEX • REPRESENTS SHEET SUBMITTED GENERAL NOTES VICINITY MAP SUL BCRA ARCHITECT OF RECORD SHEET DRAWING DESCRIPTION DATE 2106 PACIFIC AVE, SUITE 300 1. ALL WORK SHALL CONFORM WITH THE 2010 OREGON STRUCTURAL SPECIALTY CODE, 2010 "Al "-As TACOMA, WASHINGTON 98402 OREGON MECHANICAL PLUMBING ELECTRICAL SPECIALTY CODE AND ALL GOVERNING �v�r a "", � • G1.01 COVER SHEET DRAWING INDEX & PROJECT INFO 04.10.12 t TEL: 253-627-4367 FAX: 253-627-4367 JURISDICTIONS RULES, ORDINANCES, AND REGULATIONS. a v G1.02 SYMBOLS LEGEND ABBREVIATIONS 04.10.12 • �wY .. • G2.01 CODE SHEET 04.10.12 2. CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS TO a ri r .. i a J I STRUCTURAL ENGINEER VERIFY SIZE, LOCATION, WEIGHT, POWER AND OTHER REQUIREMENTS PRIOR TO BIDDING AND ARCHITECTURAL AGAIN PRIOR TO BEGINNING WORK. s �� X X1`5324 ti BCRA • A1.01 SITE PLAN - BUILDING 1 04.10.12 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANYdAW �+ �; ' ENGINEER OF RECORD s" "_, y 4 • A2.01 FLOOR PLAN 04.10.12 DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED NR... 2106 PACIFIC AVE, SUITE 300 INFORMATION, SITE CONDITIONS, MANUFACTURER'S RECOMMENDATIONS, OR CODES, REGULATIONS TACOMA, WASHINGTON 98402 • A3.01 DOOR SCHEDULE AND TYPES, WALL ASSEMBLIES 04.10.12 • A3.02 STOREFRONT TYPES 04.10.12 OR RULES OF JURISDICTION HAVING AUTHORITY. TEL: 253-627-4367 FAX: 253-627-4367 Tgard a • A6.01 ROOF PLAN 04.10.12 4. PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL • A6.02 ROOF DETAILS 04.10.12 COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH "`" s°"Yr"` .';o • A6.03 ROOF DETAILS 04.10.12 CONSTRUCTION DOCUMENTS. MECHANICAL • A7.01 BUILDING ELEVATIONS 04.10.12 r Vis" s' • A7.02 BUILDING ELEVATIONS 04.10.12 5. PROVIDE NEAT CUT WHERE UTILITIES PENETRATE RATED WALL AND FLOOR ASSEMBLIES, SEALri HENDERSON ENGINEERS, INC. • A8.01 BUILDING SECTIONS 04.10.12 WITH FIRE-RATED NON-COMBUSTIBLE MATERIAL IMPERVIOUS TO THE PASSAGE OF SMOKE, ENGINEER OF RECORD • A9.01 WALL SECTIONS 04.10.12 CONFORMING TO CODE & BUILDING OFFICIAL REQUIREMENTS. L I til g 8325 LENEXA DRIVE SUITE 400 t LENEXA, KANSAS 66214 crkao� , Ids,° , • A9.02 WALL SECTIONS 04.10.12 eaRn. ° aIIE "�II�i yr@ • A9.03 INTERIOR AND EXTERIOR DETAILS 04.10.12 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS 6I TEL: 913-742-5000 FAX: 913-742-5001 TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. B Il x • Al 1.01 DOOR AND WINDOW DETAILS 04.10.123. 7. NO BUILDING OR PORTION OF BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO BW GwnG y Mctlaks PLUMBING THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THAT BUILDING OR PORTION OF THE STRUCTURAL " BUILDING. HENDERSON ENGINEERS, INC. • SO.01 GENERAL NOTES 04.10.12 8. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM ENGINEER OF RECORD • SO.02 DRAWING LIST, ABBREVIATIONS & DESIGN CRITERIA 04.10.12 FROM DAMAGE. PROJECT DESCRIPTION 8325 LENEXA DRIVE, SUITE 400 • S2.01 FOUNDATION PLAN 04.10.12 LENEXA, KANSAS 66214 • S2.02 COLUMN SLAB EDGE DIMENSION PLAN 04.10.12 9. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS OFF SITE IN A LEGAL MANNER. THE PROJECT CONSISTS OF ONE 12,022 SF SHELL RETAIL BUILDING AS PART OF A LARGER RETAIL TEL: 913-742-5000 FAX: 913-742-5001 • S2.03 COLD-FORMED FRAMING PLAN 04.10.12 DEVELOPMENT. THE BUILDING WILL NOT HAVE ANY SPECIFIC TENANT SPACES BUILT DURING THE • S2.04 ROOF PLAN 04.10.12 10. SLOPE ALL WALKS, DRIVEWAYS AND PLAZAS AWAY FROM THE BUILDING. INITIAL CONSTRUCTION. THESE WILL REQUIRE TENANT IMPROVEMENT PERMITS BY THE INDIVIDUAL • S3.01 MOMENT FRAME ELEVATIONS 04.10.12 TENANTS AT A FUTURE DATE. THE BUILDING WILL HAVE FIRE SPRINKLERS AND BASIC FREEZE • S3.02 STEEL ELEVATIONS 04.10.12 11. PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY PROTECTION HEATING AS PART OF THE BUILDING PERMIT. S4.01 TYPICAL CONCRETE DETAILS 04.10.12 LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT ELECTRICAL • • S4.02 TYPICAL CONCRETE DETAILS 04.10.12 PRIOR TO FRAMING. � HENDERSON ENGINEERS, INC. • S4.11 CONCRETE DETAILS 04.10.12 12. ALL DIMENSIONS INDICATED ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF ENGINEER OF RECORD • S4.12 CONCRETE DETAILS 04.10.12 CONCRETE UNLESS OTHERWISE NOTED. (D 8325 LENEXA DRIVE, SUITE 400 • S5.01 TYPICAL STEEL DETAILS 04.10.12 LENEXA, DATA LENEXA, KANSAS 66214 • S5.02 TYPICAL STEEL DETAILS 04.10.12 13. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL z TEL: 913-742-5000 FAX: 913-742-5001 • S5.03 TYPICAL STEEL DETAILS 04.10.12 BE PROVIDED AS IF DRAWN IN FULL. PARCEL # MAP 1S136CD, TAX LOT 04200, 2S101BA, TAX LOT 00101; AND Q • S5.04 TYPICAL STEEL DETAILS 04.10.12 2S101AB, TAX LOT 01400 J • S5.11 STEEL DETAILS 04.10.12 14. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. SITE ADDRESS: SW DARTMOUTH RD. & SW 72ND AVE., TIGARD, OR 97223 5 0S5.12 STEEL DETAILS 04.10.12 15. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION. REQUIRED/PROVIDED PARKING: AS DEFINED IN THE OVERALL SITE PLAN WITH MASTER PROJECT m FIRE PROTECTION • S6.01 TYPICAL COLD-FORMED STEEL FRAMING DETAILS 04.10.12 w • S6.02 TYPICAL COLD-FORMED STEEL FRAMING DETAILS 04.10.12 16. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. CODE DATA J HENDERSON ENGINEERS, INC. Q z ENGINEER OF RECORD N 17. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. 8325 LENEXA DRIVE, SUITE 400 PROJECT NAME OUTLOT RETAIL BUILDING #13:LENEXA, KANSAS 66214 MECHANICAL ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL W U N LOCAL JURISDICTION: CITY OF TIGARD TEL: 913-742-5000 FAX: 913-742-5001 BE DONE AT CONTRACTORS RISK. CODES UTILIZED: 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) o • M1 MECHANICAL AND PLUMBING PLAN - OB1 04.10.12 2010 OREGON MECHANICAL SPECIALTY CODE (GMSC) �- 0r z • M2 MECHANICAL AND PLUMBING DETAILS - 0B1 04.10.12 18. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED x o ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST 2010 OREGON PLUMBING SPECIALTY CODE (OPSC) w O D w BEAR THE NAME OF THE ARCHITECT. 2010 OREGON ELECTRICAL SPECIALTY CODE (OESC) U) J 0 W 2010 OREGON FIRE CODE (OFC) ° ELECTRICAL w g 2010 OSSC CHAPTER 11 & 2003 ICC/ANSI Al 17.1 SPECIAL INSPECTION REQUIRED o o a • E1 ELECTRICAL PLAN - OB1 04.10.12 State of Oregon Structural Specialty Code ate. a O CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED • E2 ELECTRICAL ONE-LINE, SCHEDULES, DETAILS AND GEN. NOTES - OB1 04.10.12DEVELOPMENT OVERLAY ZONE AND MUE: MIXED-USE Concrete and Reinforcing Steel EMPLOYMENT �vs olts Installed in Concrete CITY OF TIGARD '/ OCCUPANCY: MERCANTILE M pedal Moment-Resisting Concrete Frame Approved l6/lf f ��k [vI CONSTRUCTION TYPE: V-B ❑ Reinto ing Steel&Prestressing Steel Tendons Conditionally Approved..............[ ] SPRINKLERED: YES - NFPA 13 See Letterto:Follow.................. [ ] NUMBER OF STORIES: 1 tructuralwelding Attagcj)ed................ MAX.MAX. ALLOWABLE HEIGHT: 40'-0" ❑ Hi h-strep htBoltin PermitNumber:► '�� TOTAL PROPOSED BUILDING HEIGHT: 32'-0" g g g Address: �1 b 1 SQUARE FOOTAGE PER STORY: 12,022 SF u rudural Masonry $y; Date: w ❑ Reinforced Gypsum Concrete I JI �� OCCUPANCY LOAD PER TABLE 1004.1.1: SEE CODE SHEET G2.01 DUE N ❑ insulating Concrete Fill 04.10.12 ,❑,,,, Spray Applied Fire-Resistive Materials �^,r,- It DI Ind-Pilings,Drilled Piers and Caissons w l N0 DEFERRED CI O,F,,TIGARD [:1Shotcrete ,4pproped„ �SN.�l.�.�L:Q,( 7[ 'ConditionalsApproved... FIE ...... Incl Alvin ❑ Special Grading, Excavation and Filling Y .... ] � 10053 G101.DWG Sea Letter to:Follow.................. ❑ Smoke-Control Systems A ached........••• P1mnbinA ,r Y• � �T 1M ..••• ] t3lectrlcet .G ther Inspections permit Nttmbe� 1 TMUEftoW 4ift COVER SHEET, DRAWING INDEX & o $w D�aite: 7. pq 'uc�rTE APPlitom)MANd Approved pians PROJECT INFO. LZ jNcjuDE UN-ATTACUM UCTlj RE OAAAAA K shall be on job site. UCECH RN��B LCAT N `9 OFFICE COPY BDCRA 19 f - CL YRUW M12-BC 1A .P LRIC TSRESERYED N O SHEET N O o. Q 0 G1 . 01 0 PERMIT SET ABBREVIATIONS ARCHITECTURAL SYMBOLS ® AT NIC NOT IN CONTRACT STOREFRONT INDICATOR SF- ACC ACCESSIBLE NOM NOMINALLi ACT ACOUSTICAL / SUSPENDED CEILING TILE NTS NOT TO SCALE h-O ADD ADDITION/ADDITIONAL 0/ OVER DOOR SYMBOL AFF ABOVE FINISH FLOOR OC ON CENTER ALAV ACCESSIBLE LAVATORY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED ALT ALTERNATE OF01 OWNER FURNISHED, OWNER INSTALLED BUILDING SECTION ~ N ALUM ALUMINUM OH OVERHANG INDICATOR APP APPROXIMATE(LY) OPP OPPOSITE AX-XX AU ACCESSIBLE URINAL PAV PAVE/PAVING A/V AUDIO/VISUAL PL, PLATE BLDG BUILDING PREFAB PREFABRICATED DETAIL CALLOUT 7 .Ri BO BOTTOM/OF PT PAINT/ PRESERVATIVE PRESSURE TREATED INDICATOR - PLAN AX-XX `t BOS BOTTOM OF STRUCTURE PTD PAPER TOWEL DISPENSER DOU L P. BOT BOTTOM PLAM PLASTIC LAMINATE t#5424 BRD BOARD PLYWD PLYWOOD BUR BUILT-UP ROOFING REC RECESSED/RECEIVER WALL TYPE W5 O y CAB CABINET REQ'D REQUIRED INDICATOR CF CLEAR FINISH RM ROOM �F CFCI CONTRACTOR FURNISH, CONTRACTOR INSTALL RMF RUBBER MAT FLOORING CF01 CONTRACTOR FURNISH, OWNER INSTALL R&S ROD AND SHELF �TOP .O' F CG CORNER GUARD RT RUBBER TILE ELEVATION MARKER T 0'-0" AFF CJ CONTROL JOINT RTU ROOF TOP UNIT CL, CENTER LINE RVR ROOF VENT RELIEF CLG CEILING SCD SEAT COVER DISPENSER REVISION INDICATOR Ot CLR CLEAR SO SOAP DISPENSER, SMOKE DETECTOR CJ CONTROL JOINT SF SQUARE FEET CMU CONCRETE MASONRY UNIT SAN SHOP FINISH KEYNOTE INDICATOR XX-X COMP COMPOSITION SHT SHEET CONC CONCRETE SOG SLAB ON GRADE CONT CONTINUOUS SV SHEET VINYL PROPERTY LINE — — CPT CARPET SIM SIMILAR CT CERAMIC TILE SIPS STRUCTURAL INSULATED PANEL SYSTEM CENTER LINE — D DEPTH/DEEP SLR SEALER DF DRINKING FOUNTAIN SM SHEET METAL DN DOWN SND SANITARY NAPKIN DISPOSAL BREAK LINE �— DS DOWNSPOUT SNR SANITARY NAPKIN RECEPTACLE DWG(S) DRAWING(S) SOG SLAB ON GRADE EP ELECTRICAL PANEL SRS SYNTHETIC RUBBER SURFACE GRID LINE 1O- - - - - - - EQ - - - - EQ EQUAL SS STAINLESS STEEL EXIST, (E) EXISTING ST STAIN(ED) EXP EXPOSED STC SOUND TRANSMISSION CLASS EXT EXTERIOR STL STEEL FAP FIRE ALARM PANEL STRUCT STRUCTURAL FBG FIBERGLASS T TILE, TEMPERED GLASS FC FIBER CEMENT TB TACKBOARD FD FLOOR DRAIN TBB TILE BACKER BOARD FE/FX FIRE EXTINGUISHER T&G TONGUE & GROOVE z FEC FIRE EXTINGUISHER CABINET TH TOWEL HOOK FF FINISH FLOOR, FACTORY FINISH TO TOP OF Q FFIN FIELD FINISH TOP TOP OF PARAPET _ FG FINISH GRADE TOS TOP OF STRUCTURAL SLAB, TOP OF STRUCTURE FIN FINISH T.S. TUBE STEEL m FLR FLOOR TYP TYPICAL J FOC FACE OF CONCRETE U/ UNDER a FOM FACE OF MASONRY UNO UNLESS NOTED OTHERWISE Q FOIC FURNISHED BY OWNER, INSTALLED BY W/ WITH �— CONTRACTOR WB WHITEBOARD W c M FOS FACE OF STUD, FACE OF STRUCTURE WC WATER CLOSET/WAINSCOT/WHEEL CHAIR o N FRCP FIBERGLASS REINFORCED CEMENT PANEL WCA WHEELCHAIR ACCESSIBLE COMPARTMENT z FRP FIBERGLASS REINFORCED PLASTIC/PANEL WD WOOD I- O c° GA GAUGE WF WIDE FLANGE Jaf GALV GALVANIZED WRB WEATHER RESISTIVE BARRIERof H o GL GLAZING/GLASS WRGWB WATER RESISTANT GWB w Z) oOf GL-1 GLAZING TYPE, REFER TO WINDOW SCHED/SPEC WT WALL TREATMENT W O � 0 GLB GLU-LAM BEAM WWF WELD WIRE FABRIC CL a. GLC GLU-LAM COLUMN REVD s GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HM HOLLOW METAL HR HOUR HT HEIGHT INS/INSUL INSULATION INT INTERIOR W MAX MAXIMUM DATE MDF MEDIUM DENSITY FIBERBOARD 04.10.12 < MDO MEDIUM DENSITY OVERLAY PLYWOOD em MECH MECHANICAL N0' m MIN MINIMUM OR MINUTES MFR MANUFACTURER CAooFLE 3 MRGWB MOISTURE RESISTANT GWB 10053 G102.DWG N MTL METAL SHET mU 0 M SYMBOLS LEGEND & Lo 0 ABBREVIATIONS E 0 c i� E Dca rn M (V CC YRIGM M12-BC INC.KL RWT5 RE5EWED N O $� N O d Q 0 G1 . 02 0 PERMIT SET 8 � CODE DATA TENANT SPACE = 1,004 SF TENANT SPACE = 1,196 SF PROJECT NAME OUTLOT BUILDING 1 EXIT REQUIRED 1 EXIT REQUIRED LOCAL JURISDICTION: CITY OF TIGARD, OREGON ' CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED r- r r-------1 -------, r------------ DEVELOPMENT OVERLAY ZONE AND MUE: MIXED-USE I I I EMPLOYMENT 0 Li L_ CODES UTILIZED: 2010 OREGON STRUCTURAL SPECIALTY CODE BUILDING OCCUPANCY: M CONSTRUCTION TYPE: V-B TENANT SPACE = 1,700 SF /,.� �� /� j;/ SPRINKLERED: YES - NFPA 13 2 EXITS REQUIRED ' �1 NUMBER OF STORIES: 1 STORY � BASIC ALLOWABLE AREA PER STORY: 9,000 SF SPRINKLER INCREASE TOTAL: 36,000 SF � a BASIC ALLOWABLE HEIGHT: 40'-0" F PROPOSED SQUARE FOOTAGE: 12,022 SF TOTAL PROPOSED BUILDING HEIGHT: 32'-0" 0 E #5424 / OF O L-------J L-------J L L--- t--- J I FIRE PROTECTION NOTES: MAX. ACTUAL TRAVEL 1. BUILDING WILL BE FULLY SPRINKLERED AS REQUIRED BY CONTRACT DOCUMENTS. SUBMIT DISTANCE: 66 FT FIRE SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL ETC). OBTAIN ALL APPROVALS PRIOR TO FABRICATION OR INSTALLATION. 2. OWNER WILL PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. OCCUPANCY ANALYSIS MEANS OF EGRESS 3. GENERAL CONTRACTOR TO PROVIDE AND INSTALL LOCK BOX NEAR MAIN ENTRANCE. GENERAL CONTRACTOR TO COORDINATE TYPE OF BOX AND LOCATION WITH FIRE DEPARTMENT OFFICIAL. MERCANTILE GROUP M 1004 OCCUPANCY LOAD: M OCCUPANCY AREA: 12,022 SF TABLE 1004.1.1 MAX. FLOOR ALLOWANCES PER OCCUPANT: MERCANTILE: TABLE 503 ALLOWABLE HEIGHT AND AREA: BASEMENT AND GRADE FLOOR AREAS = 30 GROSS TYPE VB CONSTRUCTION M: 40' HT. 1 STORY 9,000 SF OCCUPANT LOAD: ACCESSIBILITY NOTES M: 12,022 SF / 30 = 400.73 OR 401 OCCUPANTS 506.1 AREA MODIFICATIONS: 506.3 AUTOMATIC SPRINKLER SYSTEM INCREASE - TOTAL OCCUPANT LOAD: 401 1. ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE. 300% AREA INCREASE FOR ONE STORY BUILDINGS 1021 NUMBER of EXITS: 4" HIGH MAX; BEVELED CHANGES IN LEVEL FIRE SPRINKLER SYSTEM PER NFPA 13 TO BE PROVIDED 1-500 OCCUPANTS = 2 EXITS MIN. REQUIRED FOR BUILDING 2. VERTICAL CHANGES IN FLOOR ELEVATION SHALL BE 1/4" THOUGHOUT BUILDING. EXITS PROVIDED: 17 AT 1:2 SLOPE SHALL BE 1/2" HIGH MAX. 9,000 SF X 300% = 27,000 SF 1016.1 EXIT ACCESS TRAVEL DISTANCE: = 36,000 SF AREA ALLOWED BUILDINGS W/ SPRINKLER SYSTEM r GROUP M = 250 FT TABLE 1015.1 V SPACES W/ ONE EXIT: M = 49 OCCUPANTS OR LESS Z - TENANT SPACES LARGER THAN 1,470 SF SHALL BE PROVIDED WITH 2 EXITS J_ - TENANT SPACES EQUAL TO OR SMALLER THAN 1,470 SF, ONE EXIT IS ALLOWED. m ALL EXITS SHALL BE ACCESSIBLE J w z FIRE—RESISTANCE RATINGS w M � N TYPE 5B PER SECT. 602.5 AND TABLES 601 AND 602 (2010 OSSC) Of HOURLY FIRE-RESISTANCE RATING REQUIREMENT PER TABLE 601 REQUIRED PROVIDED ~ r O STRUCTURAL FRAME 0 HOURS 0 HOURS W O o w ROOF CONSTRUCTION 0 HOURS 0 HOURS J 2 Of EXTERIOR NONBEARING WALLS 0 HOURS 0 HOURSU I— ¢ p EXTERIOR BEARING WALLS 0 HOURS 0 HOURS ❑ of INTERIOR BEARING WALLS 0 HOURS 0 HOURS d O INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURS FLOOR CONSTRUCTION 0 HOURS 0 HOURS 11EVOM w DAM J J 04.10.12 a BCPA N0. T FLE CO rw� 3 10053 G2.0I.DWG a SIfET 7111E O N C7 �I CODE ANALYSIS 0 hi 0 E 0 c W E a rn N TINC, OC YRIGM M12-8L 1A .P Po TSRE5Ef D N O SHM N O Q 0 G2 . 01 a PERMIT SET SYMBOLS LEGEND SHEET NOTES KEYNOTES $ 3 DENOTES LANDSCAPE AREA, 1. ALL CONCRETE TO SLOPE 2% AWAY FROM 3.05 CONCRETE CURB SEE CIVIL BUILDING. 3.10 DETECTABLE WARNING AREA 2. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED — — — EXPANSION JOINT REF SPECS CONTROL JOINT 3. REF CIVIL AND FOR LOCATION OF GREASE INTERCEPTOR CANOPY DOWNSPOUT, ROUTE UNDER ` SIDEWALK, DAYLIGHT AT CURB FACE 5. ANCHOR TRAAND BENCHES IN PLACE PER MANUFACTURERS RECOMMENDATIONS � a CANOPY DOWNSPOUT, DAYLIGHT AT SIDEWALK g 3 TRASH CAN, REF SPECIFICATIONS WL � 5�1 c� X013 s. INA, 5424 �OF 0 ' -0" 12'-3" 4'-0" 12'-3" 4'-0" 8'-6 1/2" _ M SEE CIVIL FOR (V RETAINING WALL 6'-6" 6'-0" 11'-6" 4'-0" 8'-0" 8'-0" 4'-0" 8'-0" 8'-0" 4'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-6" 8'-0" 8'-0" 4'-0" 8'-0" 8'-0" 4'-0" 12'-0" 6'-0" 6'-0" 4'-0" e O LO rI ------ . -- -----E i ----- --- l — — — — — — — — — — — —-- ------ -- - 4 — — — I Y NTRASH CAN ER FOUNDATION o I DRAII io F I F- � I 1 I SEE CIVIL FOR 1 RETAINING WALL I I I I o 10'-0" 4'-0" 10'1-6" j SEES CVIL & MEP OR, 00 L (D n M I io o 0 0 0 0 0 0 1 SLS oo z 1TERCEPTOR I � 0 — — — — — — — IL )PTO REMAIN UNPOURED AT I YNI5 LOCATION AT RETAIL I BUILDING #1 PER REQUIRED J a SLOPE I j GREASE INTERCEPTOR LOCATION 1 I rn j I I o W I BUILDING #1 i I j = F.F.E. = 176.00' I J o I < z 03 I r �r I Nw CANOPY DOWNSPOUT, LL ci N �+ TRASH CAN I n M p m I DAYLIGHT AT FACE OF CURB I I � w Z R i F O ? Cc0 o 0 W W U J 0 W ------\\ Z o - l- ---E ---7,, E� ----1 m LV ~ ofQ D L----- ----- — — — --- -----J . . . N O = Q o - - — — - - I �- W 0 � (D I a - - - - - - - - - - - - cn rA1.037 ` I 0 I 3.10 3.10 &;'0; 10'-0" 4'-0" 6'-6" 6'-0" 11'-6" 4'-0" 8'-0" 8'-0" j 4'-0" S=A=.` 8'-0" 4'-0" 8'-0" 8'-0" 4'-0" 8'-0" 8'-0" 4'-0" 8'-0" 8'-0" 4'-0" 8'-0" 8'-0" 4'-0" 8'-0" B. 6=A 10'=B°. 6', 5'-4" 6'-0" 12'-3" 4'-0" 12'-3" 4'-0" - 1/2" 8' 6 3.05 ` TYP REFERENCE CIVIL FOR � SEE CIVIL PERIMETER FOUNDATION FOR RAMP 2 s+ REFER TO CIVIL FOR DRAIN CONNECTION % LANDSCAPE ISLANDS A1.03 i` J �♦ DATE J N 04.10.12 RCRA N0. m uoD FU 10053 A101.DWG SHEET 1IRE 0 SITE PLAN N SITE PLAN - RETAIL BUILDING #1 RETAIL 1 SCALE: 1 " = 10'-0" BUILDING #1 0 5' 10' 20' E SCALE: 1" = 10'-0" L1 MR„■/�,R �A\ N YVi \L L OC YRIGRT 2012-BC INC.PLL WI T$RESEWED N O SIm N O n a 0 A1 . 01 0 PERMIT SET EXTERIOR WALL PER PLAN N ROOF DRAIN PER MECH., SEE CIVIL FOR CONNECTION TO STORMWATER AA SYSTEM U a ° SLEEVE ROOF DRAIN THROUGH SLAB R a — y Q #5424 ° ° d .° REFER TO STRUCTURAL FOR FOOTING OF ° AND PIPE SLEEVE DETAIL ° 5 ROOF DRAIN AT FOOTING SCALE: 1 = l '—O" 1/4" DEEP SEALANT AND BACKER N /1 ROD OR DEPTH AS RECOMMENDED BY MANUFACTURER Ld 1/2" DIA X 10" SMOOTH Y CONTRACTION JOINT �-' ROUND DOWELS AT 24" OC > ° FOR METHODREF SPECIFICATIONS CENTERED ON JOINT. 1/2" RADIUS DOWELS MUST BE LEVEL a n TOOLED EDGES AND SQUARE WITH JOINT N Fr NOTE: V FILL ALL EXTERIOR CONTRACTION z CONCRETE SLAB � ' JOINTS. REF SPECIFICATIONS _ a J_ .. amu.`..�lv.:i',.u. i•. ::: .:.!..,••.. :.�--`'S:�`: .�.. ..:�..•'. ... :'..A � .....- '.: � •1 ..r't.A! -I 11=1 11=1 11=1 I I-III-III- 1=1 I- -I m -I 1=1 1=1 I I-III III-III-I 1/2" PMEJ BASE MATERIAL BASE MATERIAL w. WITH SEALANT—/ REF STRUC REF STRUCTURAL J SUBBASE/SUBGRADE o REF STRUCTURAL Q N WAD, N EXTERIOR SIDEWALK/ EXTERIOR SIDEWALK/ w Ooz EXPANSION JOINT PAVING CONTRACTION JOINT �' J F �— ° 4 3 o � � o ¢ —0 SCALE: 1/2 = 1 —0 � w � o E> (I u) REMIM DATE PAVING 3/4" TOOLED RADIUS EDGE 04.10.12 ecra Ha BROOM FINISH TYPICAL uoo ELE a EXTERIOR FACE OF WALL 10053_A103.DWG SHEET TLE CROSS SLOPE NOT TO EXCEED 2% SLOPE SITE DETAILS E Ylta. ' • III=III=III- BASE MATERIAL _ IREF STRUC — E IIIII IIIII II_I SUBBASE/s BGRADE N =11I 11TI�0111 T CONT REF 2 TRUC BORA PMEJ AND SEALANT OC YRIGNT M12.9GP/v IWL LMTSRESER D N O SHEET N O d Q PAVING SECTION A1 . 03 ,1 1T 0 PERMIT SET LEGEND SHEET NOTES KEYNOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF 5.11 STEEL LADDER W1 WALL TYPE INDICATOR, STUD UNLESS OTHERWISE NOTED SEE SHEET A3.01 9.07 5/8" GYPSUM BOARD 2. ALL INTERIOR WALLS GO TO DECK ABOVE. SLAB TO REMAIN OPEN AT THIS 3. SEE SITE PLAN FOR LOCATION OF CANOPY LOCATION DOWNSPOUTS U 4 � 4. GYPSUM BOARD CONTROL JOINT 30'-0" O.C., MAX. N n a SGL t. 3:✓ rf 5_u C 1MA, 4 3 2 A8.01 A8.01 A8.01 1 I I I I I I I I 10 I I I I I 199'-0" I I I I I 29'-6" 20'-0" 20'-0" 20'-0" 20'-o" 20'-0" 20'-0" 20'-0" 29'-6" 24'-0" 2' 2' 16'-0" 2' 2' 16'-0" :"-02,-8 3'-4" 10'-0" 3'-4" 2'-8" 3'-4 8'-8" 3'-4" 2'- " 14'-0" 3'-4" 2'-8 2'-2- 16'-0" 2' 2' 16'-0" 2' 2' 24'-0" 3'-6" R.O. R.O. R.C. R.O. R.O. W1 A T A I Wi A T A — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - I - - - - - - - BOVE QQ I BOV O p O O p ii- i _ W3 5.11 w - FIRE ELEC. ROOM i SPRINKLEI 102 L — 0 103 i I ELECTRICAL EQUIP.! " I I I I I CD I N v N I SLAB TO REMAIN UNPOURED AT SLAB TO REMAIN UNPOURED AT I z I THIS LOCATION FOR FUTURE I 3'-0" I THIS LOCATION FOR FUTURE I TENANT UTILITY SERVICES. TENANT UTILITY SERVICES. Q I COORD. ACTUAL CONFIGURATION I I COORD. ACTUAL CONFIGURATION I 2'-0" W/ STRUCTURAL REQUIREMENTS I TENANTSPACEI W/ STRUCTURAL REQUIREMENTS I I J I AT STEM WALLS AND FOOTINGS I AT STEM WALLS AND FOOTINGS I 7 O N 200 - - - \- SLAB oI o o- - - - - - - - � - - - - - - - - - - - - - - - - - - - - SLAB TO REMAIN UNPOURED AT < N THIS LOCATION AT RETAIL BUILDING GREASEINTERCEPTORREQUIRED LOCATION I I I I I I I I I I �/ �? N 10 -0" z I I I I W O w U) J 2 0 io N N I i0 W < Q 0 Q A8.01 � T__ awa0air= W1 I I I I REVOM SEE SITE PLAN FOR 6 CANOPY DOWNSPOUT I I A9.03 9 I I o LOCATIONS ... I A9.03 SF-1 r AT CANOPY o - - - - - - - - SF-5 Sf-5 - SF-5 _ _ _ SF-5 _ _ _ SF-5 SF-5 r ' SF-5 - - - - d - ` =2 o A o ` o i o w I — — — — — — — — — — — — — — h11E J — — — — — — W I — N EXTENTS OF CANOPY 0 . 0. 12 ABOVE, TYP. 2' 2' 2' 2' t22.' 2' 2' 2' 2' 2' 2' 2' 2' -0' 4'-0" 3'-6" '-6' earw ra3'-6" 24'-0" 4' 0" 16'-0" 4' O" 16'-0" 16'-0" 4' 0" 16'-0" 74' 0' 16'-0" lo. 16'-0" 4' 0" 16'-O" -0" 22'-0" 6'- " 10053_A201.DWG sx�r m� o I I I I I I I I I I FLOOR PLAN E E 4 3 2 n A8.01 A8.01 A8.01 N BCRA OCC YRId NU-OCA IW ALL Rl�TSRESER D N N N �t 10FLOOR PLAN —SCALE: 1/8" = 1 '-0" A2 . 01 0 4' s' 16' 0 a SCALE: 1/8" = 1'-0" 0 0 PERMIT SET WALE ASSEMBLIES DOOR SCHEDULE � DOOR SIZE DOOR FRAME FIRE DETAIL REFERENCE SIGNAGE H'WARE REMARKS DOOR NUMBER (W x H x D) TYPE MAT'L FINISH GLASS TYPE MAT'L FINISH RATING HEAD JAMB SILL GROUP NUMBER DESCRIPTION 101A 3'-0" x 7'-10" x 1-3/4" 1 HM PT -- A HM PT -- 7/A11.01 4/A11.01 2/A11.01 -- 3 -- 101A W1 101B 3'-0" x 7'-10" x 1-3/4" 1 HM PT -- A HM PT -- 7/A11.01 4/A11.01 2/Ai 1.01 -- 3 -- 101B 04 TYPICAL EXTERIOR WALL 4416 QUIK-BRIK VENEER OR 8x4x16 CMU VENEER 101C 3'-0" x 7'-10" x 1-3/4" 2 ALUM FF GL-2 - ALUM FF -- PER MANUF. PER MANUF. 1/A11.01 -- 1 1 101C B` 1-1/2" AIR SPACE 101D PR 3'-0" x 7'-10" x 1-3/4" 3 ALUM FF GL-2 - ALUM FF -- PER MANUF. PER MANUF. 1/A11.01 -- 1 1 101D WEATHER RESISTIVE BARRIER 102A 3'-0" x 7'-10" x 1-3/4" 1 HM PT -- A HM PT -- 7/A11.01 4/A11.01 2/A11.01 ELEC. 2 -- 102A g i/2" PLYWOOD SHEATHING 1028 3'-0" x 7'-10" x 1-3/4" 1 HM PT -- A HM PT -- 7/A11.01 4/A11.01 2/A11.01 ELEC. 2 -- 102B ~ a R-25 BATT INSULATION EK 103 3'-0" x 7'-10" x 1-3/4" 1 HM PT -- A HM PT -- 7/A11.01 4/A11.01 2/A11.01 FIRE SPRINK 2 -- 103 S 8" METAL STUD SHEATHING PER STRUCT. (OCCURS AT WALL TYPE W1A) DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE REMARKS DOOR SCHEDULE GENERAL NOTES �OBD " GYPSUM BOARD FF FACTORY FINISH SEE SHEET A3.02 FOR ALUMINUM STOREFRONT SIZES. 1. ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING. �T Ou GL-1 1 INCH INSULATED GLASS WITH LOW-E COATING. 2. EXTERIOR HOLLOW METAL DOORS SHALL HAVE A U-VALUE OF 0.60 MIN. rj E GL-2 1 INCH TEMPERED INSULATED GLASS WITH LOW-E COATING. GL-3 1 INCH INSULATED TINTED GLASS WITH LOW-E COATING. J HM HOLLOW METAL PR PAIR � 424 W2 EIFS SYSTEM PT-6 PAINT TYPE 6: REFER TO SPECIFICATIONS ` O�QQQ TYPICAL EXTERIOR WALL WITH WEATHER RESISTIVE BARRIER PT-7 PAINT TYPE 7: REFER TO SPECIFICATIONS �r`'-"� STUCCO ABOVE ST STEEL ' M1••f5� ♦jiL?i....HX - - - - - 1/2" PLYWOOD SHEATHING SAV STAIN AND VARNISH WD WOOD R-25 BATT INSULATIONERJ' SCHEID., ER_ � SCHED•,,_ PER SCHED. N 2" ER SCHED, 2" 8" METAL STUD 1 1 1 1 �-� \ \ SAFETY / \ SAFETY INSULATED FRAME AT SHEATHING PER STRUCT. (OCCURS AT WALL TYPE W2A) \ GLAZING / GLAZING EXTERIOR GYPSUM BOARD �w 0 x x x x N N N N CL W3 / / \ / TYPICAL INTERIOR WALL %" GYPSUM BOARD / FINISH FLOOR FINISH FLOOR 1 2 3 A R-25 BATT INSULATION 8" METAL STUD DOOR TYPES DOOR FRAME TYPES SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" GYPSUM BOARD rr� V HARDWARE GROUPS: Z W4 Q INTERIOR SHEAR WALL GROUP 1: GROUP GROUP �" GYPSUM BOARD lea. L-1 KEYED CYLINDER 1-1/2pr H-11 BUTTS 1-1/2pr H-11 BUTTS 1ea. L-22 THUMBTURN 1ea. L-15 ENTRANCE LOCK iea. E-7 EXIT DEVICE 1ea. T-9 THRESHOLD 1ea. T-9 THRESHOLD 1ea. L-2 MORTISE CLYLINDER iea. DEADBOLT LOCK - SEE 08411 1ea. W-3 DOOR BOTTOM WEATHERSTRIP 1ea. C-5 CLOSER R-25 BATT INSULATION iea. CLOSER - SEE 08411 iea. W-9 JAMB & HEAD WEATHERTRIP tea. T-9 THRESHOLD J j iea. CONTINUOUS HINGE- SEE 08411 1ea. M-9 DRIP CAP iea. W-3 DOOR BOTTOM WEATHERSTRIP a 8" METAL STUD 1ea. DOOR HOLDER - SEE 08411 1ea. S-5 OVERHEAD STOP 1ea. W-9 JAMB & HEAD WEATHERTRIP Q 0 z lea. GLASS GUARDS - SEE 08411 1ea. M-9 DRIP CAP N 1ea. PUSH - SEE 08411 1ea. S-1 WALL STOP w SHEATHING PER STRUCT. 1ea. PULL - SEE 08411 W rn M 1ea. WEATHERSTRIPPING - SEE 08411 N N GYPSUM BOARD o rn z = 0 NOTE: NO INSULATION AT WALL TYPE W4A W 0 w Of0 PD 0 = W = � o ELaOUnI- REVISM w DATE J J N� 04.10.12 Q BCRA Na. a D] CAM FIE a 10053_A301.DWG v SHEET TIME 0 QM Q DOOR SCHEDULE & TYPES 0 WALL ASSEMBLIES E 0 c m I.� E a OCWYRIW M12-BC MNL RIWS RESERD N O SHEEP N O d Q 0 A3 . 01 a 0 PERMIT SET STOREFRONT NOTES GL-1 1 INCH INSULATED GLASS WITH LOW-E COATING. GL-2 1 INCH TEMPERED INSULATED GLASS WITH LOW-E COATING. GL-3 1 INCH INSULATED TINTED GLASS WITH LOW-E COATING. 1. ALL GLASS UNITS SHALL HAVE A U-VALUE OF 0.35 AND SHGC OF 0.40 OR BETTER. 2. ALL DOORS ARE 3'-0" X 7'-10" UNLESS NOTED OTHERWISE 3. ALL DOUBLE DOORS TO BE 6'-0" X 7'-10" UNLESS NOTED �r OTHERWISE 4. STOREFRONT DIMENSIONS ARE NOMINAL. SEE DETAILS FOR HEAD, e JAMB AND SILL CONDITIONS ' at 9 )TYP. � 22'-0" 21'-6" 5'-4" 5'-4" 6'-0" 5'-4" 5'-3" 6'-0" 5'-1 1/2" 5'-1 1/2" 24'-0" lit Ilk 11 09D � 6'-6" 6'-0" 5'-9" D OL P P O GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 �i GL-3 GL-3 GL-3 GL-3 4+5424 OMA, WA P 0 0 I I 41.01TYP Al 5 R C P A11.01 cl GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 nP 000 T.O. SLAB \1 L DOOR DOOR DOOR 101D SF-1 SF-2 101D 1 101D SF-3 3 STOREFRONT TYPES A11.01 TMP A11.01 TYP SCALE: 1/4" = 1'-0" 20'-0" 16'-0" 21'-4" 14 4'-8" 4'-7" 6'-2" 4'-7" 6'-6" S-0" 6'-6" 5'-3" 5'-2" 5'-2" 5'-9" r P E E GL-3 GL-3 GL-3 GL-3 GL-3 �i GL-3 GL-3 GL-3 GL-3 z I :l i7 iM i7 0 0 0 C) / \ o \ `1 W N P GL-1 GL-1 GL-1 GL-1 0 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 Q N 00r` WDM \ Ll N\ i T.O. SLAB �— = O DOOR DOOR wo O w SF-4 101D SF-5 101C SF-6 A11.01 w f— 5 of 0 STOREFRONT TYPESOf o < SCALE: 1/4" = 1 '-0" cL CLcL w �0) F- Of RLMSM 20'-0" 16'-0" 5'-0 1/2" 4'-11 1/2" 4'-11 1/2" 5'-0 1/2" 6'-5" 3'-2" 6'-5" J o GL-3 GL-3 GL-3 GL-3 o GL-3 GL-3 GL-3 DATE 04.10.12 N O O Bm NO. I I T m CAM FLE P 0 0 10053_A302.DWG N N 00 N 00 SHEEP 7111E o GL-1 GL-1 GL-1 GL-1 Lo GL-1 GL-1 GL-1 MI STOREFRONT TYPES 0 0 EP E 0 c 'C14 T.O. SLAB E SF-7 SF-8 N STOREFRONT TYPES BCRA IN QC YRIGXT M11-BL ]N KL RWS RESMED s SCALE: 1/4" = 1'-0" s�Er N O a Q A3 , 02 0 d N 0 PERMIT SET SHEET NOTES KEYNOTES ROOF LEGENDIm $ 3 1. REFER TO MECHANICAL DRAWINGS FOR VENTS AND FLUE 5.12 CONNECT CANOPY DRAIN TO UNDERGROUND 4 LOCATIONS STORM DRAIN. EXHAUST FAN 2. PROVIDE CRICKET AT ALL ROOF TOP EQUIPMENT. INSTALL 5.27 METAL CANOPY DECK AND STRUCTURE WITH ROOFING INSULATION WITH 1/2" PER FOOT SLOPE TO EXPOSED SURFACES PAINTED PROVIDE POSITIVE DRAINAGE. 7.35 MEMBRANE ROOFING METAL ROOFING AT CANOPY 3. MAINTAIN 8" MIN FROM TOP OF ROOF MEMBRANE TO TOP OF CURB AT CRICKETS 7.63 PREFINISHED METAL FLASHING 4. REF A6.02 FOR TYPICAL ROOF PENETRATION DETAILS 5. REFER TO STRUCT. FOR ACCEPTABLE LOCATION OF FUTURE g H N RTU'S. KEEP PENETRATIONS AND EQUIPMENT OUT OF THESE LOCATIONS. s� 6. SEE SITE PLAN FOR CANOPY DOWNSPOUT DRAINAGE TYPE, LOCATION 7. SEE SHEET A1.03 FOR ROOF DRAIN UNDERSLAB DETAIL 8. REFER TO MEP DRAWINGS FOR ROOF DRAIN SIZES. 9. SEE CANOPY DETAILS ON SHEET A9.03 TO DETERMINE DOU A CANOPY DIMENSIONS. O 4 3 2 .� #5424 A8.01 A8.01 A8.01 DF Q I I I 200'-0" I 30'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 30'-0" I I 5 5.27 I 5.27 A6.02 I 5.27 5.27 5.27 I 5.27 CRICKET - - - - - I - - - - - - - - - - - - - - - -� - - - - -�- - - - - - - - - - - - - -- - - - - C 1 5.27 ` f �J 7.63 � 7.63 I I I I I I I I I I PROVIDE GUARD RAIL PER OSSC SECTION 1013.2 81013.6 AND OSHA STANDARD I I I I I CFR 29 1910.23 & 1910.271 ROOF HATCH o SEE 1/A6.03 o I I I I I I I I I I 5.27 M 1 I I I I I I I I 1 A6.D2 I SINGLE PLY TPO I n I I I I I I w iv I I I I Ico uj MEMBRANE ROOFING J \J - - - - - 1 - - - - 1 - - - - 1 - - 7.35 - - - - 1 - - - - I - - - - 1 - - - - - - - - - Z rn Lu D w 020 0 /2 .... 5.27 oW ? Q 1 - - - - I - - - I - - I - - - -1 - - I - - - I- - - I - - I S`Op�? .. { � d d O � H A8.01 ^� , NOTE: VALLEY SLOPE 7,63 �,• 2� OVERFLOW, TYP. `! `' ti•Q� SHALL BE 1/8 : 12 `! `'• ti•Q� $ ��o oA ��oOVERFLOW, TYP. ' MIN., TYP. OVERFLOW, TYP, o� �° I F I o�I I F I `' OVERFLOW, TYP. I ROOF DRAIN ROOF DRAIN I ROOF DRAIN I DRAINROOF 5.27 I ... .:.-. �...:... ... - - - - - .u - - - - ... A w I MTE I 04.10.12 5.27 5.27 6 5.27 4 5.27 5.27 5.27 3 5.27 ecra Ho. A6.o2 A6.02 A6.02 METAL CANOPY, GUTTER W/ 5.27 T NP• 5 27 DOWNSPOUT AT I I CAM FIE 3 CANOPY, TYP. 10053_A201.DWG SHEET M ROOF PLAN 0 I I I I I I I I I I I I I E 0 E a N BCR l i A8.01 A8.01 A8.01 ocaPVRicW 2011-SMA IW ALL R[WS RESER D N O SHEET N C5 N 1 ROOF PLAN 0 SCALE: 1/8" = 1 '-0" 0 4' 8' 1s' A6 . 01 a o SCALE: 1/8" = 1'-0" PERMIT SET WOOD FIBER TAPERED EDGE STRIP METAL PARAPET COPING METAL PARAPET COPING EXTEND MEMBRANE BELOW NAILER AND SECURE METAL PARAPET CONTINUOUS METAL COPING CLEAT �t U GASKETED FASTENERS � SEE SPECIFICATIONS FOR SPACING + SHEET METAL 1 " k TREATED 2x WOOD NAILER ATTACH TO FLASHING k. CONTINUE WATERPROO ING MEMBRANE TRACK WITH SELF DRILLING SCREWS AT UNDER SHEET METAL LASHING 16" OC STAGGERED 3 CONTINUOUS SEALANTSUL ry. . NOTE: 3 CONT SEALANT WATERPROOFING REF EIFS MFR DETAILS FOR MEMBRANE FLASHING UNDER SHEET 5" " TYP MEMBRANE SUBFLASHING REQUIREMENTS 1/2" EXTERIOR PLYWOOD SHEATHING `' r : METAL FLASHING 3 � MEMBRANE FLASHING D SINGLE PLY TPO ROOFING MEMBRANE WATERPROOFING MEMBRANE EIFS ` ' X ' ' ( DOU L 1 1/2" WATER •,.. •?•,' . ,.' .•'• ;�`:;` 'J FRAMING ' DRAINAGE EIFS REF STRUCTURAL PLYWOOD `' .:tL . . .. ':•.•;... STREET SIDE ROOF SIDE 6 PARAPET COPING 56 PARAPET STEP SCALE: 1 -1/2" = 1 '-0" SCALE: NTS 2'-0" 2'-0" TAPER INSUL TO PRIMARYDRAIN TRIM ROOF MEMBRANE TO WITHIN TYP 1/2" OF CLAMPING RING SEAL r REF STRUC JBE fn z UNDER DECK 0 WATERPROOFING CLAMPING RING MEMBRANE J 6'-O" co 2'-0" 2'-0" NO SUMP IN INSULATION WRAP PIPE WITH ROOF DRAIN, a INSULATION REF SPECS REF PLUMBING FOR SIZE AND ROUTING FOR SECONDARY DRAIN. o SECONDARY DRAINS ARE NOT TO HAVE Q N 2" COLLAR/DAMS I- w n m N O m SINGLE PLY TPO ROOFING MEMBRANE = Z INTERNAL ROOF DRAIN SECTION W O o W AT PRIMARY DRAIN F- —' F � � � � SLOPE g SLOPE 4, w ¢ W SLOP r---- n r u � _ PRIMARY PLUS 2" SCALE: O SECONDARY DRAIN INLET PRIMARY DRAIN INLET REhSplLS TOPER STRUCT. (NOT INCLUDING SUMP 3/8"DIAMETER BACKER ROD AND SEALANT AROUND PIPE ROOF EF PDRAIN, FOR SIZE AND ROUTING STEEL JOIST PENETRATION REF STRUC FULLY ADHERED DATE wWATERPROOFING MEMBRANE WHERE APPROVED BY LOCAL 04.10.12 6" JURISDICTION WRAP PIPE WITH OVERFLOW ROOF DRAIN PIPE. ROUTE AS MEMBRANE TREATED 2X4 BLOCKING (AT STUD a�u HIGH AS POSSIBLE BETWEEN OR CONNECTION ONLY) m BENEATH JOISTS STAINLESS STEEL DRAW BAND 1" CONTINUOUS TERMINATION BAR WITH FLE DRIVE PIN OR SCREW ANCHORS AT 12" Goo 3 _ _ PLACE CONT SEALANT UNDER PIPEf OC 10053_A602.DVVG N FLASHING NEAR BAND AND PIPE sir t o HEAT WELD OR ADHESIVE ATTACH TO WRAP OVERFLOW PIPES WITH INSULATION MOLDED PIPE FLASHING ROOF ROOF DETAILS o REF SPECS iCONTINUOUS EDGE SEALANT IF REQUIRED o HEAT WELD OR ADHESIVE ATTACH TO N BY MANUFACTURER COORDINATE OVERFLOW ROOF E ROOF DRAIN OPENINGS WRAP PRIMARY ROOF DRAIN PIPE WITH W/ STRUCTURAL FRAME INSULATION REF SPECS GLASS FIBER INSULATION SINGLE PLY TPO ROOFING MEMBRANE LOCATIONSFASTENER AND PLATE E NOTE: FOR ELECTRICAL PENETRATIONS INSULATION T��USE URETHANE RUBBER SEAL SYSTEM STRUCTURE (VARIES) NOTE: WHEN PENETRATION IS LARGER THAN 6" BORA REF ROOFING MANUFACTURERS SPECIFICATIONS FACE OF WALL Of/.]PYRIGMi A13-BCRq INC.KL RICR1i5 flESE WED N ry!R N d ROOF DRAIN SECTIONPENETRATION FLASHING MEMBRANE A6 . 02 SCALE: 3/4" = 1' 0 -0" SCALE: 1 PERMIT SET a ^ INSTALL HATCHGRIP / \ LADDER SAFETY ~ `r EXTENSION o SE& INSTALL SUPPORT TUBE RAIL PER MANUFACTURER'S DETAIL o ROOF HATCH , REF SPECS 0 r A s ROOFING SYSTEM ",l�5),J� IT 11111111117777 BASE FLASHING ANGLE FRAME, 3/16 REF STRUC 0 0 0 0 Q 0 r o r 11 z 0 BOTTOM OF CAGE 12'-0'_0 " AFF90 2'-4 1/2" m o w. _ a o z N r ° 2 1/2"x3/8" BENT STEEL BAR w U M WELDED TO LADDER IN FIELD N A OR BOLTED TO LADDER WITH rn 3/4" BOLTS ALIGNED BETWEEN = z 0 VERTICAL SLOT IN LADDER AND Ir- F- F- HORIZONTAL SLOT IN BAR. W 0 w ATTACH TO BLOCKING WITH J o 1/2" DIA LAG BOLT w ¢ p O D o Q 0 Elf W C9 BACKING AT ALL LADDER SUPPORTS a- d O U) p TYPICAL xEMM 3 1/2"x1/2" STEEL BAR NOTE: CUT WALKWAY PAD SECTIONS AT 10' MAX LENGTH. o STRINGER REF MFR FOR ADDITIONAL INFORMATION 3/4" DIAMETER X24" LONG NOTE: FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY METAL RUNG AT 12" OC. WELDTO 1/2" FLAT BAR STRINGER PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD W INSTALLATION. WE w 04.10.12 NOTE: DO NOT INSTALL WALK W,,,,M WAY PADS UNTIL ROOF ° PENETRATION FLASHINGS ARE COMPLETE. GOD RE 3 WALKWAY PADS SPACED 10053_A602.DWG 3" APART ADJACENT TO o EACHDLSIDE STUDS sr�rlmE OF LADDER ALIGNED ROOF HATCH WITH BENT BAR ROOF DETAILS 0 0 3'x3'X1/4" CLIP ANGLE AT WALK / \ EACH STRINGER BOLTED TO PAD FLOOR SLAB WITH 3/4" BOLT E O nSLOTTED HOLE FOR FIELD N ADJUSTMENT RC iJ N TOP O� SLAB,&, a«P,"I� p12.a�ILRWSRESEMD 0'-0" FF sHmr 0 a PAD LAYOUT (TYP ALL UNITS) SECTION AT ROOF HATCH A6 . 03 o � SCALE: NOT TO SCALE PERMIT SET COLOR LEGEND KEYNOTES KEYNOTES SHEET NOTESIm d 3 P15 "SUMMIT GRAY" SW #7669 3.11 4" PRECAST CONCRETE SILL, UNPAINTED, 7.07 ROOF LINE BEYOND 1. GUTTERS, DOWNSPOUTS, OVERFLOW DRAIN P17 UNO. 7.53 SECONDARY OVERFLOW DRAIN LEADERS, DOOR HOODS, HOLLOW METAL STEEL "ROW HOUSE TAN" SW #7689 D DOORS, FRAMES, EXPOSED METAL FLASHING, 4.15 4 X 4 X 16 QUIK-ERIK AND EXPOSED MISCELLANEOUS STEEL SHALL P83 "COBBLE BROWN" SW6082 8.02 HOLLOW METAL DOOR AND FRAME TYP N # MATCH ADJACENT BUILDING COLOR LINO.4.17 4 X 8 X 16 GROUND FACE CMU VENEER PAINTED T THERE ARE TWO ADJACENT COLORS O P85 "ROCKWOOD CLAY" SW #2823 USE THETOP COLOR FOR THE ENTIRE DOORS 5.27 METAL CANOPY DECK AND STRUCTURE, 8.05 ALUMINUM STOREFRONT Mt "SADDLE TAN" WITH EXPOSED SURFACES PAINTED 16.04 EXTERIOR LIGHT FIXTURE 2. REF 5/A6.02 AND 6/A6.02 FOR FLASHING CONDITION AT PARAPET STEPS N AM2 "CARSON BLEND" 7.04 METAL PARAPET COPING /� a REF SPECIFICATIONS 7.06 WATER DRAINAGE EXTERIOR INSULATION & 3. COORDINATE OVERFLOW DRAIN OPENINGS WITH [ 1 1 o FINISH SYSTEM STRUCTURAL FRAME LOCATIONS. ^ N 4. TOP OF PARAPET STRUCTURE DIMENSION IS TO SDL TOP OF PRIMARY BUILDING STRUCTURE. 5. CANOPIES TO BE PREFINISHED TO MATCH COLOR AS NOTED ON ELEVATIONS. ,` 701 GL COMA, WAy 354. t 1 A8.01 C P83 7.04 I 7.06 P17 I TO� P OF PARAPET STRUCTURE 7.04 P83 32'-0" - - : "::, n•. ..;;.:.:: TINTED GLASS 7.06 P17 :I' '-i• .p 7.07 TOP OF PARAPET STRUCTURE 27'-0" 1 , •r'' L' - BOTfOM OF STEEL y. 5.27 P15 14 0 - BOTTOM OF STEEL 12'-0" B� OTTOM OF STEEL F-I Fl= / \ a TOP OF SLAB 0��-0" FF I z AM2 4.15 5.27 P15 M1 4.17 1 4 4.15 AM2 J A8.01 A11.01 4.17 M1 j 8.05 TYP. m LEATIONQ04. E E: < EN WDM N O rn =ctO I A8. 1 A8.01 A8.01 10 O 2 0 T U o 7 I I I I I I P17 7.06 I 7.04 P83 w o 7.04 P83 7.04 P83 0 7SCT�UCT.� ( TOP OF PARAPET STRUCT. I TOP OF PARAPET STRUCT-0" w O U) F 7.07 7.07 P17 7.06 TINTED GLASS �:..'- :; : s,. ::�_:•-.. -;: �. :,:.....; •-,,>.::.:.; : ; .,-. .•--,•• ••.:, --: •`: :: : > 32'-0"Y a D_ TOP OF PARAPET STRUCT. TOP OF PARAPET STRUCT. : ' :; ; :` . : ; '.- I 7.53 I I I I F :` .: REMM 27'-0" AFF 27'-6" AFF 7.53 7.53 '' .1:' '`'` TOP OF PAR 27'-0* AFF i '`" ♦.,. 7.07 .. , .'..,.. ,. .. 1. .fx '• .x... n.y,• : . i , ', -'gyp �♦''{ n... .. ' a•, i AT l , , > a , , < . .. ,. v. .. .. r i .' .. ..._.. r AL g g .t . P15 5.27 . . ...: ..:. •° •• - v DOE 0 M xa .. .. - .. ... .. .. . . . PC $BOTTOM OF STEEL , . .. . . a. .. .. . . 5.27 12'-0" ,... ... . . . .:....: - 04.10.12 m AFF . . . ... .. -. .. .. ..... ., , tx�NO. m - - BOTTOM OF ST 81-0.11w aoo� 3 10053 A701.DWG sxrtt tme TOP OF SLAB C) I I I I I I I 0'-0 BUILDING ELEVATIONS C) - - - - - - - z - - - - - zs - - - - - - - z �- - - - - - - - - s - - -� - 5.27 P15 E L_ �- 5.27 P15 - -I- - - - - - - - - - - - - - - - - - - 5.27 P15 I I H - - - - - - - - - - i- - - - - � 4.15 AM2 8.05 TYP. 4 8.05 TYP. 3 2 0 A8.01 A8.01 A8.01 4.17 M1 I` 4.15 AM2 4.15 AM2 8.05 TYP. C 4.17 M1 4.17 M1 0 N O N 2 S O U T H ELEVATION 0 4' 6' 16' BC LORA I GALLRIGMS® N SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1'-0" �� A7 . 0 0 PERMIT SET COLOR LEGEND KEYNOTES KEYNOTES SHEET NOTES 3 P15 "SUMMIT GRAY" SW #7669 3.11 4" PRECAST CONCRETE SILL, UNPAINTED, 7.07 ROOF LINE BEYOND 1. GUTTERS, DOWNSPOUTS, OVERFLOW DRAIN UNO. LEADERS, DOOR HOODS, HOLLOW METAL STEEL P17 "ROW HOUSE TAM' SW7689 7.53 SECONDARY OVERFLOW DRAIN # DOORS, FRAMES, EXPOSED METAL FLASHING, 4.15 4 X 4 X 16 QUIK-BRIK AND EXPOSED MISCELLANEOUS STEEL SHALL P83 "COBBLE BROWN" SW #6082 8.02 HOLLOW METAL DOOR AND FRAME TYP MATCH ADJACENT BUILDING COLOR UNO. IF 4.17 4 X 8 X 16 GROUND FACE CMU VENEER PAINTED "ROOKWOOD CLAY" SW #2823 THERE ARE TWO ADJACENT COLORS AT DOORS P85 5.27 METAL CANOPY DECK AND STRUCTURE, 8.05 ALUMINUM STOREFRONT USE THE TOP COLOR FOR THE ENTIRE DOOR. M1 "SADDLE TAN" WITH EXPOSED SURFACES PAINTED 18.04 EXTERIOR LIGHT FIXTURE 2. REF 5/A6.02 AND 6/A6.02 FOR FLASHING AM2 "CARSON BLEND" 7.04 METAL PARAPET COPING CONDITION AT PARAPET STEPS REF SPECIFICATIONS 7.06 WATER DRAINAGE EXTERIOR INSULATION & 3. COORDINATE OVERFLOW DRAIN OPENINGS WITH o FINISH SYSTEM STRUCTURAL FRAME LOCATIONS. N 4. TOP OF PARAPET STRUCTURE DIMENSION IS TO SEX TOP OF PRIMARY BUILDING STRUCTURE. 5. CANOPIES TO BE PREFINISHED TO MATCH COLOR AS NOTED ON ELEVATIONS. AC ;t9 LA R � OMA, :sr #5424 OF O C A8.01 7.04 P83 TINTED GLASS TOh P OF PARAPET STRUCTURE M i ' '7 :...... T0� _P OF PARAPET STRUCTURE 26'-6, - - P15 5.27 4.15 AM2 BOTTOM OF STEEL 5.27 P15 1 Bo OTTOM OF STEEL I I olo T�SLAB _ 0'-0" FF I _ - _ - - - - - 15 5.27 AM2 4.15 8.05 1 8.05 Z 3.11 A8.01 0 M1 4.17 -� WEST ELEVATION m w J SCALE: -0" Q o z w U) M N 0 a) r2 r3 = O 10 A8.01 � � � A8.01 � � w O O w � o P83 7.04 I I I I I I I I W K STOP OF PARAPET STRUCTURE 7.04 P83 7.04 P83 CD w 0 � 3� 2 on - - 7.07 TINTED GLASS a 0 LEI ``•.:': ;,::. ,•:':.: ::..::... ::::. ' :. P17 7.06 P17 7.06 TOP OF PARAPET STRUCT. I 7.07 I I I TOP OF PARAPET STRUCT. I I TOP OF PARAPET STRUCT. I 7.07 Rensiots TOP OF PARAPET STRUCTURE - 1 P 6 A 27 0 AFF 27' 0" AFF r.• TOP OF PARAPET STRUCTURE 27 0 " rr ' . ... ..�.- -e>• ..- +T.T.� t, .� .� T'. �.,. .-.,.-,. :�:,�t,-i c'r ter. .r-- ''�, �->.�,'� - -.._`e ' :-r' . , n: , , r r . r w BOTTOM 0 . . , _ .. . . ., . ., r . . r. . . ., .. .. ''t". F STEEL , 12'-0" o 04.10.12 i BOTTOM �OF STEEL d m 8,-O" - - 3 0 10053 A702.DWG v � - cV ao SHEET TIRE TOP OF SLAB - / / \ \ / \ / \ / BUILDING ELEVATIONS Lo T U-U FF I I I I I I I I I C) _ •- s - - - - - - - z - 5.27 P15 - s- - - - - - - - - - - - - - - - 5.27 P15 s - - - - - - - - Z - 5.27 P15 L � � - - - - - - - - - - - - - - - CONTROL JOINT (CJ) CJ CJ 0 2 4.15 AM2 3 4.15 AM2 8.05 4 4.15 AM2 4.15 AM2 LL A8.01 805 A8.01 8602 P85 TYP. A8.01 4.17 M1 E 3.11 4417 M1 8.05 TYP. 0 0 4.17 M1 R e i e 1JC1�l l ® N NORTH ELEVATION D 4' 6' ,6' N a2 SCALE: 1/8" = 1 '-0" sir SCALE: 1/s" = 1'-0" M j A7 . 02 CL0 PERMIT SET Im 1 I i$ A A8.01 C I I I 1 1 I TOP OF PARAPET STRU_ 4 h I I I 1 27 0 H N I I -OI I I I A9 01 I I I I I I TOP OF BRICK VENEER — „OU L E I I I OMA, '14� #5424 1 I I I 4F 0 TOP OF SLAB 0'-0" FF 1 1 I 1 1 A8.01 4 BUILDING SECTION 4 SCALE: 1/8" = 1 '-0" 1 1 As.o 1 � � A AS.o t B D TO2ET STRUCTURE i 32'-0" AFF l i I I TOP OF PARAPET STRUCTURE T I 2 I TOP OF PARAPET STRUCTURE 1 - - 1/ 0 T 27-6—Y I I I I I I I I I 3 I I t I 2 A9.02I A9.02 I I l J I I A9.02 60TTOM OF STEEL I I I I I I I Z 14'-0" AFF I 1 _ BOTTOM OF STEEL4 I I I I TOP OF BRICK VENEERh 12'-0-0" BOTTOM OF STEEL ELEC1 I J ROOMI 1 Q o 1 _ TOP OF SLABI 1 1 I TOP OF SLAB �� I 0"_0" FF FF$ 2 ;• I I 1 I I I (Y � c 1 A8.01 A8.01 HOWL wo w U) J BUILDING SECTION 2 BUILDING SECTION 3 w ~ a d 2 LU SCALE: 1/8" = 1 —0„ 3 SCALE: 1/8” = 1 —0 a-a- w U ReASK rs I � A8.01 � � � A8.01 � O O O A8.01 �0 TOP OF PARAPETh 32'-0" I I I I I I I I I 1 1 1 w STOP O_F PARAPET STRUCTURE 1 1 M7¢ 2r 6"-6"" AFF 1 1 04.10.12 I I I I I I 1 BmNo 1 I 3 CO w1p 7T7 A9.01 rano I FILE 3I I 10053_A801.DWG v sxar Tn1E BOTTOM OF1sTEEL� BUILDING SECTIONS 0 I 0 1 1 I BOTTOM OF STEEL E I I I 1 0 00 TOP OF SLABKRA IN I I . L.. I I I I '• 0'-0" FF 0CWYRIW2D13-8f IW ALL AI TSPE5END I N _ 3 3 2 " A8.01 A8.01 A8.01 J &,.SCALE: BUILDING SECTION 1 0 4' 8' 16' /�1/8 = V-0" SCALE: 1/8" = 1'-0" 0 0 PERMIT SET 3 N C f0 IF 6 E. 10 A6.02 TOP OF PARAPET ST��R�_U�C�T��. 1 — — — 32'-0" AFF 0 8 I I 1 SOL C A6.02 A6.02 ,� — — — — r=G A OB I 1 1 TOP OF PARAPET STRUCT. I TYPICAL ROOF ASSEMBLY: 1 I I TOP OF PARAPET STRUCT. 27'-0" FF 1 1 SINGLE PLY TPO MEMBRANE ROOFING; A6.02 — _ _ ; ., 1 1 2T-0" AFF 424 R-30 RIGID INSULATION (2 LAYERS, J ` — STAGGER JOINTS); — Q VAPOR RETARDER; METAL DECKING PER STRUCT. METAL TRUSS PER STRUCT. I TYPICAL ROOF ASSEMBLY: 1 TYPICAL ROOF ASSEMBLY: SINGLE PLY TPO MEMBRANE ROOFING; A6.02 1 SINGLE PLY TPO MEMBRANE ROOFING; R-30 RIGID INSULATION (2 LAYERS, A6.02 R-30 RIGID INSULATION (2 LAYERS, STAGGER JOINTS); STAGGER JOINTS); VAPOR RETARDER; _ VAPOR RETARDER; METAL DECKING PER STRUCT. METAL DECKING PER STRUCT. METAL TRUSS PER STRUCT. 1 METAL TRUSS PER STRUCT. T I I WALL ASSEMBLY 2: WALL ASSEMBLY 2: EIFS; EIFS; WALL ASSEMBLY 2: WEATHER RESISTIVE BARRIER; WEATHER RESISTIVE BARRIER; EIFS; 1/2" SHEATHING; 1/2" SHEATHING; 8" METAL STUD; 8" METAL STUD; WEATHER RESISTIVE BARRIER; R-25 BATT INSULATION; R-25 BATT INSULATION; 1/2" SHEATHING; 8" METAL STUD PER STRUCT.; 8" METAL STUD PER STRUCT.; 8" METAL STUD; VAPOR RETARDER; VAPOR RETARDER; R-25 BATT INSULATION; 8" METAL STUD PER STRUCT.; SHEATHING PER STRUCT.; SHEATHING PER STRUCT.; 5/8" GYPSUM BOARD, PAINT 5/8" GYPSUM BOARD, PAINT VAPOR RETARDER; SHEATHING PER STRUCT.; UI 5/8" GYPSUM BOARD, PAINT z I BOTTOM OF STEEL L Q 14'-00" FF J . . . . . . . . . . . 7D I 1 12 � 1 12 m A9.03 A9.03 I I I a _ J I I Q z I n 10 W WALL ASSEMBLY 1: i I A9.03 4416 QUIK-BRIK VENEER OR 8006 CMU VENEER; I I I ~ o 1-1/2" AIR SPACE; I j O D W WEATHER RESISTIVE BARRIER; I I U J 0 af 1/2" SHEATHING; I I I v — O 8" METAL STUD PER STRUCT.; w ~ a V R-25 BATT INSULATION; WALL ASSEMBLY 1: I I BOTTOM OF STEELh � o a VAPOR RETARDER; 4x4x16 QUIK-BRIK VENEER OR 1 1 8'-0" FF W � 0 SHEATHING PER STRUCT.; 8006 CMU VENEER; n 0- O w r � 5/8" GYPSUM BOARD, PAINT 1-1/2" AIR SPACE; I ` — — — — — — — — — — — . WEATHER RESISTIVE BARRIER; REVISM 1/2" SHEATHING; 8" METAL STUD PER STRUCT.; R-25 BATT INSULATION; VAPOR RETARDER; SHEATHING PER STRUCT.; 5/8" GYPSUM BOARD, PAINT I I TYPICAL FLOOR ASSEMBLY: TYPICAL FLOOR ASSEMBLY: DATE SLAB ON GRADE PER STRUCT.; SLAB ON GRADE PER STRUCT.; TYPICAL FLOOR ASSEMBLY: 04.10.12 VAPOR BARRIER; VAPOR BARRIER; SLAB ON GRADE PER STRUCT.; ,STOP OF CMU VENEER TOP OF CMU VENEER, VAPOR BARRIER; mm m 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 2'-0" FF GROUND IMPROVEMENT PER CIVIL GROUND IMPROVEMENT PER CIVIL 2'-0" FF 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 7 m GROUND IMPROVEMENT PER CIVIL A9.03 too FILE 10053_A901.DWG TO F I I I I TOP OF SLAB — — I TOP OF SLABr> p'_p" FF I a.. , ._ o'_o" FF WALL SECTIONS III III=1111 _ _ a FF I=1 I I—III 111- .. �-. /�\\i\\i\\i i��i��i��i�� ; : _ : ..` . a. — I I II I I I I II I II I I I II I i- �� •.: TT J I � I E 7 - - - - - - _ BCR.A 19 7 A9.03 A9.03 OCOPVPIGM M12.BW ll PLLRIWSRESEINEO N N O TYPICAL WALL SECTION AT FRONT 2 TYPICAL WALL SECTION AT REAR 3 WALL SECTION AT END TOWER p 2, 4' A9 . 01 SCALE: 1'-0" SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1'-0° SCALE: 1/2" _ ,'—o" 0 PERMIT SET s ILLYA A6.02 S&L 6 — — C A6.02 1 I I — — — TP OF PARAPET STRUCT. 207FF TOP OF PARAPET STRUCK�T. � TYPICAL ROOF ASSEMBLY: 1 -� 27'27'-6" AFFY ` — OU 'E SINGLE PLY TPO MEMBRANE ROOFING; A6.02 R-30 RIGID INSULATION (2 LAYERS, — STAGGER 54 , W VAPOR RETARDER; #5424 METAL DECKING PER STRUCT. TYPICAL ROOF ASSEMBLY: SINGLE PLY TPO MEMBRANE ROOFING; METAL TRUSS PER STRUCT. I 1 R-30 RIGID INSULATION (2 LAYERS, lb A6.02 STAGGER JOINTS); VAPOR RETARDER; METAL DECKING PER STRUCT. METAL TRUSS PER STRUCT. I � T � I I I T I I I I WALL ASSEMBLY 2: WALL ASSEMBLY 2:EIFS; EIFS; WEATHER RESISTIVE BARRIER; WEATHER RESISTIVE BARRIER; 1/2" SHEATHING; I 1/2" SHEATHING; 8" METAL STUD; 8" METAL STUD; R-25 BATT INSULATION; R-25 BATT INSULATION; 8" METAL STUD PER STRUCT.; 8" METAL STUD PER STRUCT.; VAPOR RETARDER; I VAPOR RETARDER; SHEATHING PER STRUCT.; SHEATHING PER STRUCT.; 5/8" GYPSUM BOARD, PAINT 5/8" GYPSUM BOARD, PAINT I 12 r l z A9.03 9 1 1 — A11.01 ' BOTTOM OF STEEL IY 12' 0" FF TOP OF RICK NEER 1 1 WALL ASSEMBLY 1: I B�VENEER4x4x16 QUIK-ERIKVENEER OR — — - �- — 8x4x16 CMU VENEER; — J 12'-0" FFV 1-1/2" AIR SPACE; J a WEATHER RESISTIVE BARRIER; 1/2" SHEATHING; I Q 04 8" METAL STUD PER STRUCT.; �-- R-25 BATT INSULATION; VAPOR RETARDER; 1 w 006 N SHEATHING PER STRUCT.; /� o � 5/8" GYPSUM BOARD, PAINT I 10 BOTTOM OF STEEL 1 A11.01 = Z ' I A11.01 8'-0' FF w O w 0 Of V — 0 0 w as � F- 6 Rvrsprs A11.01 I I I TYPICAL FLOOR ASSEMBLY: SLAB ON GRADE PER STRUCT.; TOP OF CMU VENEER VAPOR BARRIER; TYPICAL FLOOR ASSEMBLY: 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; w SLAB ON GRADE PER STRUCT.; 2'-0" FF GROUND IMPROVEMENTS PER CIVIL DUE J VAPOR BARRIER; I TOP OF CMUVENEER N 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 2'-O" FFh 04.10.12 GROUND IMPROVEMENTS PER CIVIL TOP OF SLAB 0'-0-FF — — — — a.. coo Fu Ito TI —III—III—III—I —� TOP OF SLAB 10053_A902.DWG SHM 7W IIIFIII WALL SECTIONS -4: ;.> III—III I —/.��/.��/.��/, /.✓/.� /��/.��/.��/.��/.��/.� 1A 1A 1A c — ] - - - - - - A9.03 7 E a A9.03 M R■/`/ 'D �A\ N LV1 \1 l OCCPYRIGM 1013-BfAAINL.PIL RIG4i5 RE5ERh0 N p SIEF N O 2 WALL SECTION AT HM DOORWALL SECTION AT STOREFRONT/CANOPY A9 . 02 SCALE: 1/2" = 1'-0" SCALE: 1/2" 0 PERMIT SET CLEVIS & KNIFE CORRUGATED METAL PLATE PER STRUCT. SLOPE TO DRAIN I STEEL TUBE PER EIFS SYSTEM 8 I STRUCTURAL Ig 1/2" PLYWOOD A9.03 0 SHEATHING ` _ I KNIFE PLATE WEATHER RESISTIVE BARRIER BRICK VENEER PER STRUCTURAL CORRUGATED MTL. 3" DOWNSPOUT, ROUTE DECKING, FINISHED BRICK VENEER 2„ DOWN BRICK JAMB SIDE FACING DOWN, 5" GUTTER PAINT EXPOSED SIDE — — ~ a FOR WEATHER METAL FLASHING W/ PROTECTION EDGE OF METAL � HEMMED EDGE ROD AND CLEVIS, FLASHING SEE STRUCT. G STOREFRONT Q� SEE DETAIL 4/A9.03 — E - T 47 FOR EIFS DRIP SLOPE 3/8:12 — — — — — _ — G:tU L A11.01 I STEEL ANGLE, PAINT c) E BRICK VENEER BEAM PER STRUCT. TP% .OMA, WA HSS PER STRUCT. CHANNEL PER l – STRUCT., PAINT #5424 GUTTER, CONNECT TO OF O, i DOWNSPOUT AT END WALL PER PLAN 3" DOWNSPOUT, SEE SITE PLAN FOR DISCHARGE NOTE: SEAL ALL 5'-6" PENETRATIONS 2 SOFFIT AT BRICK VENEER 0 METAL CANOPY 9 CANOPY ATTACHMENT SCALE: 3 = 1 -0 SCALE: 3/4 =1 -0 SCALE: 1 -1/2 = 1 '-0" BRICK VENEER STRUCT 2" AIR SPACE SHEATHING 2° , WHERE INDICATED I�-�I` BRICK VENEER TIE PER STRUCT. EIFS SYSTEM WEATHER RESISTIVE WEATHER RESISTIVE BARRIER BARRIER, LAP OVER 1,_0„ METAL FLASHING 4" METAL STUD a ROOF DRAIN, SIZE PER MEP, 1/2" PLYWOOD CAVITY DRAINAGE WRAP W/ INSULATION SHEATHING MATERIAL CUT GYPSUM BOARD TO FIT 1 1 I 5/8" GWB, TYP. WITHIN 3/8" OF BOTTOM OF STEEL PLATE PER SLAB ON GRADE PROVIDE WEEP HOLES a ROOF DECK l MOMENT FRAME PER STRUCT STRUCTURAL PER STRUCT. I AT 24" O.C. 111111111M 11 1111111111 111111111 ITI METAL FLASHING MIL VAPOR I CONT SEALANT ATTACH 16 GAUGE 6" DEEP LEG TRACK 10 BARRIER r d a RI METAL ROOF DECK rr nn STEEL PLATE AND a M V MOUNTING Q SILL SEAL WITH #10 TEN SCREWS FOR (2) ROWS Z PER STRUCTURAL ATTACH GYPSUM a a .� AT 24" OC TO METAL ROOF DECK a Q J a 4 COLUMN PER STRUCT BOARD AT TOP ONLY J T5 a a O �\ M O p V DOWNSPOUT SEE DETAIL 4/A9.03 a TIGHTLINE J-MOLD EDGE 2 -0" 2" x 20 GAUGE CONT m METAL STRAP J FOR EIFS DRIP 6" CAPILLARY a _ a BREAK a 4 a Q Q p I WALL FINISH Q a 4 FOOTING DRAIN CANOPY IDOWNSPOUT FROM ABOVE, RI REF PARTITION TYPES r GALVANIZED CLEVIS AND HOLD TI¢HT TO BRICK VENEER ROD PER STRUCTURAL W G� a . / DRAINAGE ROCK o� N a W/ FILTER FABRIC, p rn a" SEE CIVIL Z = o J w0w CANOPY CONNECTION FOUNDATION/FOOTING DETAIL INTERIOR ROOF DRAIN BOX OUT CAPTURE TRACK83 `� —' U H- � � O O „ 7 „ „ 6 „ „ 5 „ „ o � � ow SCALE: 3 = 1'-0" SCALE: 1 -1/2 = 1 -0 SCALE: 1 -1 -0 SCALE: 1-1/2 = 1 -0 a aa0ai0 REMMS CUT GYPSUM BOARD TO FIT WITHIN NOTE: 3/8" OF BOTTOM OF ROOF DECK MODIFY DETAIL AS I TOP TRACK REQD BY MFR FOR WATER DRAINAGEMETAL STUDS EIFS SHEATHINGPLYWOOD I ME JOIST BEYOND DATE NI 04.10.12 1/2" PLYWOOD DRAINA EAEIES VERTICAL GYPSUM BOARD CONTROL mN0. SHEATHING GYPSUM BOARD JOINT m BOTTOM TRACK REF SPECIFICATIONS WATER DRAINAGEME o EIFS I A CAPTURE TRACK 18 GAUGE WITH 6" DEEP LEGS SECURED TO BOTTOM 10053_A902.DVVG CHORD OF JOIST sir 7ME 0 m CAPTURE TRACK EXTERIOR & INTERIOR DETAILS 1/21 E GYPSUM BOARD SPACER M4 REF MFR GYPSUM BOARD COVER 3/4" E GYPSUM BOARD � I SLIP JOINT REF PARTITION TYPES N METAL STUDS O OCOPYPIGH! RJt$-BCAA,INC.A.I.RIGHTS RE5ERJEG SIFtEf N C PARTITION ATTACHMENT A9 . 03 4 EIFS DRIP 3 EIFS REVEAL 2 AT PERPENDICULAR lllJOIST GYPSUM BOARD CONTROL JOINT 0 SCALE: 6" = 1'-0" SCALE: PERMIT SET 1-1/2" AIRSPACE HEADER PER STRUCT. i WEATHER RESISTIVE BARRIER FLEXIBLE FLASHING, LAP BEAMS PER 1/2" PLYWOOD 6" MIN. OVER METAL STRUCT. SHEATHING l FLASHING SHEATHING PER \\ STRUCT. WHERE I BRICK VENEER WEATHER RESISTIVE OCCURS I GWB, PAINT BARRIER FLEXIBLE FLASHING OVER PLYWOOD AND MTL ANGLE 8^N METAL FLASHING, RUN SUL GWB, PAINT I VERTICAL LEG 8" MIN UP WALL PROVIDE WEEP HOLES I BOTTOM OF STEEL '> SEE DETAIL 4/A9.03 4(tED r� — — •;:�..,: : ;,_, o« FOR EIFS DRIP L 5x5x3 8", EXTEND ' "'L1 LAS / SHIM ER PAST OPENING 6" EA. SEALANT SIDE SHIM / SEALANT STEEL LINTEL PER ° . . #5824 3 16 4®12 STRUCT. yr; 3/16 V 4®12 SEALANT of Q ROD AND SEALANT ROD AND SEALANT HOLLOW METAL DOOR COMPENSATING FRAME HEAD CHANNEL 10 HM DOOR HEAD AT BRICK VENEER 9 STOREFRONT HEAD SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 1-1/2„ SHIM SHEATHING PER 1/2" PLYWOOD SHEATHING STRUCT. WHERE 1-1/2" METAL FLASHING, OCCURS1/2" PLYWOOD LAP INTO GUTTER BACKER ROD AND SEALANT 1-1/2" AIRSPACE SHEATHING EA. SIDE, TYP. GUTTER WEATHER RESISTIVE BARRIER GWB, PAINT a 1-1/2" AIRSPACE FLEXIBLE BEAM PER STRUCT. I OPEN GWB, LAP INTO t i WEATHER RESISTIVE BARRIER GWB, PAINT BRICK VENEER I FLEXIBLE FLASHING, LAP I I I INTO OPENING ALUMINUM BREAK :- : :, I BRICK VENEER r METAL I I I � SEALANT \ V SHIM METAL 'L' TRIM SEALANT Z METAL 'L' TRIM Q BACKER III ROD I SHIM ROD & SEALANT SHIM J AND SEMtANT HOLLOW METAL ROD & SEALANT BOTTOM OF STEEL DOOR FRAME m DOOR PER ALUMINUM STOREFRONT a COMPENSATING HEAD SCHEDULE FRAME o CHANNEL Q N METAL FLASHING WUM N O m 2 Z WO = W INTERMEDIATE STOREFRONT HEADER HM DOOR JAMB AT BRICK VENEER STOREFRONT JAMB AT BRICK VENEER t J 7 „ 6 „ 5 „ o � � o < SCALE: SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 a- 00U � ALUMINUM STOREFRONT FRAME STOREFRONT SUBSILL SET IN SEALANT STOREFRONT GLAZING CMU VENEER BEYOND GLAZING CMU VENEER BEYOND CMU VENEER GWB BEYOND METAL SILL FLASHING PAN, BEYOND FRAME BEYOND w SEALANT SET IN SEALANT, SPRING-FIT DOOR PER TIGHT TO SILLDOOR BOTTOM SCHEDULE °A� ?" ALUMINUM DOOR PER SCHEDULE WEATHER STOPPING 04.10.12 a CONCRETE SILL STOREFRONT ALUM. THRESH. SET IN FRAME ALUM. THRESH. aru No SEALANT SET IN SEALANT m I STOREFRONT GWB, PAINT '^ I SUBSILL SET N N CAM FU IN SEALANT - o I FLEXIBLE FLASHING, a SLOPE SIDEWALK v SLOPE SIDEWALK 10053 A1101.DWG sx�r m� i I LAP INTO OPENING SLAB ON GRADE a a a Q Q DOOR & WINDOW a a. a o I —. --- — — — - 1/2" CONT. 1/2" CONT.1/2" CONT. a —----- ------ ————-——— — --——-_ —————— 1-1/2 PRE-MOLDED FIBER PRE-MOLDED FIBER PRE-MOLDED FIBER DETAILS AIRSPACE STRIP STRIP STRIP a a 4 a4 a aQ a a a Q a Q a - a a WEATHER RESISTIVE a SIDEWALK BARRIER12 N CONC. SLAB CONC. SLAB BCj CMU VENEER *C YRK M2-BC I"L.RLL RlC TS RESE, D N 1/2" PLYWOOD SHEATHING SHET _o 0 STOREFRONT SILL STOREFRONT _SILL AT CONCRETE HM DOOR THRESHOLD STOREFRONT THRESHOLD A1 1 . 01 SCALE: 3" = 1'-0" PERMIT SET GENERAL CONCRETE STEEL DECK SUBMITTALS: CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE IBC STEEL ROOF DECK SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: a SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER PRIOR TO ANY FABRICATION OR AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", "SDI SPECIFICATIONS AND CONSTRUCTION FOR THE FOLLOWING ITEMS: MATERIALS: COMMENTARY FOR STEEL ROOF DECK", SDI "CODE OF RECOMMENDED STANDARD PRACTICE". AWS D1.3 "STRUCTURAL CEMENT ASTM C150, Type I or Type II WELDING CODE - SHEET STEEL". - REINFORCING STEEL COARSE AND FINE AGGREGATE ASTM C33 - STRUCTURAL AND MISC. STEEL INCLUDING STEEL DECK WATER Clean and Potable MATERIALS: - PRE-ENGINEERED TRUSSES STEEL DECK SHALL CONFORM TO ASTM A 653, GRADE 33, MINIMUM. MINIMUM FY = 38,000 PSI. Lj - CONCRETE MIX DESIGN STRENGTH: W/C MAX SLABS 3000 (psi @ 28 days) 0.40 WELDING: IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL FOOTINGS 3000 (psi @ 28 days) DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES." BEAR THE SEAL AND SIGNATURE OF THE STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE WELDER SHALL BE QUALIFIED WITH LIGHT GAUGE CERTIFICATION. W FOR THE DESIGN. ITEMS DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE STATE ADMIXTURES: N REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN, AND SUBMITTED TO THE WATER REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS LIGHT GAGE METAL SHAPES SDL ARCHITECT / ENGINEER FOR REVIEW. ONCE APPROVED, THEY SHALL BE SUBMITTED TO THE BUILDING ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CACL2 OR NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING REQUIRED SHALL BE 2 INCHES. OFFICIAL. OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. MISCELLANEOUS: TESTING AND INSPECTIONS: AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHERE THE DECK IS LEFT PERMANENTLY EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A924, G60. �Ru C T URq TESTING AND INSPECTION TO CONFORM TO IBC CHAPTER 17 AND 1703, 2009 EDITION. ALL PREPARED SOILS WHICH IS EXPOSED TO WEATHER. THE AMOUNT OR ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 301 AND 5 E� D. RpF�s AND BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF MEASURED IN THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE. MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS. HEAVIER DECK GAGES REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR MAY BE REQUIRED FOR OTHER CONDITIONS DEPENDING ON MANUFACTURER'S AND CONTRACTOR'S LAYOUT. DECK SUPPLIER ` `�' 340p P GEOTECHNICAL ENGINEER. MISCELLANEOUS: SHALL VERIFY DECK GAGES AND CAPACITIES BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS. DEVIATIONS IN DECK �( WATER/CEMENT (W/C) RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL GAGES FROM THOSE SHOWN SHALL BE SUBMITTED TO THE ARCHITECT, ALONG WITH A VALID ICBO OR ICC REPORT FOR OREGON go MISCELLANEOUS: CEMENTITIOUS MATERIAL. W/C RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH APPROVAL PRIOR TO SHOP DETAILING. �QIY 13 �J CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD PRIOR TO REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM W/C RATIO SHOWN ABOVE. N tN� PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR FIELD ROOF DECK: XPIRES91301 CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP STEEL ROOF DECK SHALL BE TYPE B DECK WITH RIBS AT 6-INCH ON CENTER OF THE SIZE AND GAGE SHOWN ON THE PLANS OR CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT/ SHALL CONFORM TO ASTM C 94. AN APPROVED EQUAL. ROOF DECK FASTENING SHALL BE AS SHOWN ON THE PLANS. THE MINIMUM END LAP SHALL BE 2 INCHES ENGINEER BEFORE PROCEEDING. NOTED DIMENSIONS TAKE PRECEDENCE - DO NOT SCALE DRAWINGS. CENTERED OVER SUPPORTS. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH IBC SECTION 1905. THE SUBMITTAL SHALL ROOF DECK MISCELLANEOUS: CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SUSPENDED CEILINGS, LIGHT FIXTURES, PIPES, DUCTS, MECHANICAL OR ELECTRICAL EQUIPMENT, OR OTHER UTILITIES SHALL SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. NOT BE SUPPORTED BY THE NON-COMPOSITE STEEL DECK WITHOUT APPROVAL OF THE ENGINEER. HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. FORM WORK SHALL FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORM WORK, ACI 347. HOLES OR COMBINATIONS OF HOLES IN NON-COMPOSITE ROOF DECK, WHICH CUT TWO WEBS WHICH ARE CLOSER THAN 24 INCHES ON CENTER, MAY REQUIRE DECK REINFORCEMENT PER THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. SEE COLD FORMED STEEL FRAMING SITE WORK SPECIFICATIONS FOR CURING REQUIREMENTS. REFERENCE STANDARDS: CONFORM TO: ALL EARTHWORK, MATERIAL, BACKFILL, AND COMPACTION SHALL BE IN ACCORDANCE WITH THE REINFORCING STEEL: 1. AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. EXCAVATE TO DEPTH SHOWN AND TO FIRM DEFORMED BAR REINFORCEMENT ASTM A615 - GR. 60 2. AWS D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL" UNDISTURBED MATERIAL. OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE AT THE SPECIAL DUCTILE QUALITY (SDQ) DEFORMED BARS ASTM A706 - GR. 60 LOW ALLOY 3. IBC 2006 CONTRACTOR'S EXPENSE. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY WELDED WIRE FABRIC ASTM A185 & ASTM A82 SUPPORTED BY THE FLOOR MATERIAL, SLAB OR TEMPORARY BRACING. FY = 65KS1 SUBMITTALS: SUBMIT STRUCTURAL CALCULATIONS AND SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) STAMPED AND DEFORMED BAR ANCHORS ASTM A496 SIGNED BY THE WASHINGTON STATE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN. SHOP DRAWINGS STEEL (COMPONENT DESIGN DRAWINGS) SHALL INDICATE MEMBER SIZES, SPACINGS, AND MATERIALS; SHOP AND FIELD ASSEMBLY SDQ REBAR SHALL BE USED IN DUCTILE FRAME MEMBERS AND SHEAR WALL BOUNDARY ELEMENTS. ASTM A615, DETAILS AND CONNECTIONS; TYPE AND LOCATION OF BOLTS, WELDS AND OTHER FASTENERS; DESIGN LIVE AND WIND LOADS; STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF GR. 60 REBAR MAY ALSO BE USED IN THESE MEMBERS AND ELEMENTS IF THE ACTUAL FY PER MILL TESTS DOES BRACING OR DIAPHRAGM DESIGN TO RESIST WIND LOADS. SUBMIT PRODUCT DATA AND PROOF OF ICBO APPROVAL FOR CHAPTER 22 OF THE IBC. NOT EXCEED THE SPECIFIED FY BY MORE THAT 18 KSI AND THE RATIO OF THE ACTUAL FU TO THE ACTUAL FY IS FRAMING MEMBERS AND FASTENERS. NOT LESS THAN 1.25. MILL TEST CERTIFICATIONS FOR SDQ ASTM A615, GR. 60 REBAR SHALL BE SUBMITTED TO MATERIALS: THE OWNER'S SPECIAL INSPECTOR AND ARCHITECT / ENGINEER PRIOR TO PLACING THE REBAR. MATERIALS: STRUCTURAL STEEL ASTM A992 STUDS AND TRACKS: 16 GAUGE AND HEAVIER ASTM A446 GRADE D OR ASTM STRUCTURAL TUBES ASTM A500, GR. B DETAIL, FABRICATE, AND PLACE PER ACI 315 AND ACI 318. SUPPORT REINFORCEMENT PER CRSI MANUAL OF A570 GRADE 50, MIN FY = 50 KSI CONNECTION MATERIAL, EMBEDDED ITEMS, CHANNELS, STANDARD PRACTICE, MSP-1. 18 GAUGE AND LIGHTER ASTM A446 GRADE A OR ASTM ANGLES, BASE PLATES AND MISCELLANEOUS STEEL ASTM A36 A570 GRADE 33, MIN FY = 33 KSI (n STRUCTURAL BOLTS ASTM A325-N, A325-SC, A490-N, A490-SC CONCRETE COVER: SHEET METAL SCREWS PER DESIGNER ANCHOR RODS ASTM F1554, GR. 36, 55, 105, LINOBEAMS STIRRUPS AND COLUMN TIES 1 1/2" TRACK TO STEEL CONNECTORS PER DESIGNER w THREADED RODS ASTM A36 SLAB BARS 3/4" TYP, 1" FOR RATED CONST. TRACK TO CONCRETE CONNECTORS PER DESIGNER z WELDING ELECTRODES 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, NONSTRUCTURAL SLAB-ON-GRADE MID-DEPTHWELD MATERIALS 60 KSI ELECTRODES 0 z MIN. METAL DECK AND COLD-FORMED WALL BARS: INTERIOR FACES 3/4" J � EXPOSED TO EARTH OR WEATHER 1 1/2" (NO. 5 AND SMALLER) STUDS AND TRACKS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A525, G60. vi M WELDING: 2" (NO. 6 AND LARGER) N ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE" ANSI/AWS D1.1 AND SHALL FOOTING: BOTTOM 3", TOP 1 1/2", SIDE 2" SIZE AND PROFILE: m z rm- BE BY AWS CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, PER AWS, OR QUALIFIED BY TESTING ♦— COLD-FORMED STEEL FRAMING MEMBERS SHALL BE AS SPECIFIED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) O SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON ELECTRICAL CONDUIT SHALL NOT BE PLACED WITHIN A SLAB-ON-GRADE, BUT SHALL BE PLACED BELOW THE SLAB ICC EVALUATION REPORT ER-4943P AND OF THE SIZE AND PROFILE SHOWN ON THE ARCHITECTURAL DRAWINGS. ALTERNATE 0 o w THE DRAWINGS ARE MINIMUM SIZES AND FOR FINAL CONNECTIONS. MINIMUM WELD SIZE SHALL BE 3/16 IN. IN THE SUB-BASE. J 2 o LINO. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. MEMBERS EQUIVALENT IN SIZE, SHAPE, STIFFNESS AND STRENGTH BY MANUFACTURERS NOT CURRENTLY MEMBERS OF THE SSMA SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE ARCHITECT AND ENGINEER. EXTERIOR STUD SHALL BE 18GA w a THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN WELDING OF REINFORCING, WHEN APPROVED BY ARCHITECT / ENGINEER, SHALL BE PER AWS D1.4 REINFORCING o = 0 a ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ALL FULL PENETRATION FIELD AND SHOP WELDS MIN, LINO. INTERIOR STUD SHALL BE 20GA MIN, LINO. Of � 0 STEEL WELDING CODE. REBAR TO BE ASTM A706, GR. 60 LOW ALLOY. USE E70XX WELDING ELECTRODES WHEN a O w (- SHALL BE FULL TIME INSPECTED AND TESTED BY ULTRASONIC, NON-DESTRUCTIVE PROCEDURES. RESULTS WELDING TO STRUCTURAL STEEL AND E90XX WHEN WELDING TO REBAR. EXTERIOR WALL STUD DESIGN CRITERIA: was OF TESTS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ ENGINEER. THE MAGNITUDE OF THE FORCES SHALL BE CALCULATED PER CHAPTER 16 OF THE IBC. REFERENCE "DESIGN CRITERIA" FOR GROUT FOR BEARING PLATE: LOADING CRITERIA. LATERAL LOAD DEFLECTION CRITERIA SHALL BE U600 FOR MASONRY OR PRECAST CONCRETE VENEER, CAMBER: FOR BASE BEARING PLATE, GROUT SHALL BE NON-SHRINK TYPE WITH MINIMUM FC = 8,000 PSI. L/240 FOR EIFS-TYPE SYSTEMS AND U180 FOR FLEXIBLE FINISHES SUCH AS METAL PANELS OR SIDING. THE STUDS SHALL BE BEAM CAMBER INDICATED ON DRAWINGS IS THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO ATTACHED TO THE STRUCTURE SO AS TO NOT INTERFERE WITH OTHER TRADES OF THE PROJECT. THE JOB SITE. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, ANCHORS UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR TO CONSIDER CAMBER LOSS, IF ANY, DUE TO USE OF DRILLED CONCRETE ANCHORS, INCLUDING EXPANSION BOLTS, ADHESIVE ANCHORS, AND UNDERCUT INTERIOR WALL STUD DESIGN CRITERIA: SHIPPING AND HANDLING. ANCHORS, WHERE NOT SPECIFIED IN THE DOCUMENTS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT / THE LATERAL FORCE AND DEFLECTION LIMITS ON INTERIOR PARTITION WALLS SHALL BE PER CHAPTER 16 OF THE IBC. MANUFACTURED STEEL JOISTS: ENGINEER. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. ICBO OR ICC REFERENCE "DESIGN CRITERIA" FOR LOADING CRITERIA. THE LATERAL LOAD DEFLECTION CRITERIA SHALL BE U240 FOR MANUFACTURED STEEL JOISTS SHALL BE MANUFACTURED BY A FABRICATOR APPROVED BY (CBO-ES. THE REPORTS SHALL BE SUBMITTED FOR ALL ANCHORS. PLASTER AND DRYWALL FINISHES. THE STUDS SHALL BE ATTACHED TO THE STRUCTURE SO AS TO NOT INTERFERE WITH DATE oMANUFACTURER SHALL BE A MEMBER OF STEEL JOIST INSTITUTE (SJI) AND ALL STEEL JOISTS AND GIRDERSCD OTHER TRADES OF THE PROJECT. 05.15.12 SHALL BE SJI APPROVED. STEEL JOIST SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. SUBMIT VENEER BCM NO. CONSTRUCTION DOCUMENTS PER GENERAL NOTES AND IN ACCORDANCE TO SA SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ANCHOR TIE PRODUCTS AND OTHER REQUIREMENTS. MASONRY VENEER DEFORMATION COMPATIBILITY: 10053 m ANCHORS/TIES SHALL BE ATTACHED TO STUD WALL AND SHALL BE EMBEDDED INTO VENEER A MINIMUM OF 2/3 x THE DESIGN OF STUD WALLS SHALL CONSIDER THE EFFECT OF DIFFERENTIAL FLOOR VERTICAL DEFLECTIONS UNDER LIVE 3 MISCELLANEOUS: THE THICKNESS OF THE VENEER, 1 1/2", OR AS REQUIRED BY THE MANUFACTURER. PROVIDE 5/8" (MIN) COVER TO LOAD. UNLESS NOTED OTHERWISE, PROVIDE FOR 1" DIFFERENTIAL DEFLECTION. n'°o FILE OUTSIDE FACE OF VENEER. ANCHORS/TIES SHALL BE SPACED AT A MAXIMUM SPACING OF 16" O.C. HORIZONTALLY E; 10053-50.01.dwg ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE HOT DIPPED GALVANIZED AFTER ERECTION: 3HMT'm cS FABRICATION PER ASTM A123. ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH AND 18" O.C. VERTICALLY. SPACE ANCHORS AROUND PERIMETER OF OPENINGS WITHIN 8" OF THE OPENINGS, APPLIED ZINC-RICH PAINT COMPLYING WITH ASTM A780 (GALVACON OR EQUIVALENT). PROVIDE ANCHORS AT TOP COURSE. ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHOP DRAWINGS. GENERAL 0 o SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF NOTES THE ARCHITECT / ENGINEER. c� BOLTED CONNECTIONS ARE TO BE OF HIGH STRENGTH ASTM A325 BOLTS AS SHOWN. A MINIMUM OF TWO E BOLTS IS REQUIRED FOR ALL BEAM CONNECTIONS. ALTERNATIVE CONNECTIONS SHALL BE SUBMITTED TO E THE ARCHITECT / ENGINEER FOR APPROVAL PRIOR TO FABRICATION. u(� 0C YRIGHT M12 .BCN 1N ALL RIGHTS ResH!/k➢ N 0 9fLT N Q 0 S0 . 01 0 O PERMIT SET GENERAL SYMBOLS LEGEND CONCRETE SYMBOLS LEGEND ABBREVIATIONS LIST INSPECTION SCHEDULEIm Efl ., AB ANCHOR BOLT Verification and Inspection Continuous Periodic Comment A ACI AMERICAN CONCRETE INSTITUTE Fabrication and Erection/Placement X See Note 12 S1.00 AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 9 High h Stren th Bolts N/A Turn-of-nut method. See Note 13 AISI AMERICAN IRON AND STEEL INSTITUTE Welding (structural) See Note 5 DETAIL BOX SHEET ARCH ARCHITECTURAL N ADDRESSNUMBER MECHANICAL COUPLER AT SPLICE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS Complete and Partial Penetration Groove X AWS AMERICAN WELDING SOCIETY Multi-Pass fillet X REINFORCING J Single Pass fillet > 5/16" X BFF BELOW FINISHED FLOOR 9 SECTION CALLOUT w BL BLOCK LINTEL w Single Pass fillet < 5/16 X See Note 4 BO BOTTOM OF Floor and Roof deck X See Note 4 o A BOS BOTTOM OF STEEL Anchors and studs X See Note 4 N MAY BE USED TO - - - BRG BEARING Cold-formed steel N/A See Note 4 FURTHER IDENTIFY S1.00 OPENING (PLAN OR ELEVATION) srK EXTENTS OF CJ CONTRACTION JOINT Stairs and railing systems N/A See Note 4 ELEVATIONCL CENTER LINE '7 � CLR CLEAR Welding (reinforcement) N/A See Note 9 ELEVATION CALLOUT SLAB THICKNESS CHANGE SLAB ELEVATION CHANGE CCMU OL CONCRETE MASONRY UNIT Steel detailing and placement XCONC CONCRETE SRU C TUBS -' Reinforcing placement X See Note 12 � 1777 COND CONDENSER UNIT Reinforcing welding See above ��,� � N EF ��Q9 = � CONST CONSTRUCTION Anchor bolts X w 1340 SLOPE CHANGE CONT CONTINUOUS w Concrete sampling and test specimen preparation X FLOOR STEPS AND SLOPES DIA DIAMETER 0' OREGON U Concrete / shotcrete placement X EDC ELECTRICAL DISTRIBUTION CENTER Z Concrete curing X < 13 r EIFS EXTERIOR INSULATION AND FINISH SYSTEM p �N Prestressed N/A See Note 6 stop EJ EXPANSION JOINT xallzesq13ai +�1A0" FOOTING STEP EL ELEVATION Precast erection N/A DETAIL CALLOUT ELEC ELECTRICAL EQ EQUAL Posttensioned N/A See Note 7 EW EACH WAY Mortar proportions N/A FDN FOUNDATION } Mortar joints N/A ASTEEL SYMBOLS LEGEND FS FAR SIDE FF FINISHED FLOOR Z Block and reinforcing placement N/A See Note 12 FTG FOOTING O Reinforcing welding See above 1 O ❑ ¢ Grout placement N/A COLUMN BEGINS GA GAGE AT THIS LEVEL GC GENERAL CONTRACTOR Grout sampling and test specimen preparation N/A NEW CONSTRUCTION T GYP GYPSUM BOARD Anchorages (incl. connection to other construction) N/A GRIDS H HEIGHT COLUMN CONTINUES HORIZ HORIZONTAL INSPECTION SCHEDULE NOTES: $ WP A WP • WPO 1:1THROUGH THIS LEVEL HSA HEADED STUD ANCHOR 1. ALL ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A REGISTERED SPECIAL HSS HOLLOW STRUCTURAL SHAPE INSPECTOR FROM AN APPROVED TESTING AGENCY. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND WORK POINTS INFO INFORMATION INSPECTION RECORDS TO THE ARCHITECT, ENGINEER, AND DESIGN-BUILDER. THE TESTING AGENCY SHALL NOTIFY DESIGN-BUILDER _ __ ISO ISOLATION IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. I-1I I�� \�/�\ � /^�� T � � COLUMN ENDS I BELOW THIS LEVEL JBE JOIST BEARING ELEVATION 2. ALL MANUFACTURER DESIGNED AND PREFABRICATED COMPONENTS SHALL CONFORM TO SPECIAL INSPECTION REQUIREMENTS OF COMPACTED UNDISTURBED - -_1_- L---.I JST JOIST CHAPTER 17 OF THE IBC AS DEFINED BY THE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. EARTH JT JOINT 3. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHERE THE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.2 OF STEEL BEAM IN PLAN KSI KIPS PER SQUARE INCH THE IBC. (PRIMARY MEMBER) L LENGTH 4. PERIODIC SPECIAL INSPECTION IS ACCEPTABLE PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF NORTH LB POUNDS WELDERS ARE VERIFIED PRIOR TO THE START OF THE WORK; PERIODIC INSPECTION ARE MADE OF THE WORK IN PROGRESS AND A LLH LONG LEG HORIZONTAL VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. STEEL BEAM IN PLAN LLV LONG LEG VERTICAL 5. WELDING INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1 (SECONDARY MEMBER) LONG LONGITUDINAL 6. CONTINUOUS INSPECTION SHALL BE PERFORMED FOR APPLICATION OF PRESTRESSING FORCES AND GROUTING OF BONDED MAX MAXIMUM PRESTRESSING TENDONS IN THE SEISMIC FORCE RESISTING SYSTEM. MECH MECHANICAL 7. PERIODIC INSPECTION SHALL BE PERFORMED FOR THE VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF PROJECT NORTH SYMBOL MOMENT BEAM MFR MANUFACTURER TENDONS AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. MIN MINIMUM MISC MISCELLANEOUS 8. SPECIAL INSPECTIONS FOR SOILS SHALL BE DEFINED BY THE GEOTECHNICAL ENGINEER. MO MASONRY OPENING 9. PERIODIC INSPECTION OF REINFORCING WELDING IS ACCEPTABLE WHEN IT IS NOT RESISTING FLEXURAL AND AXIAL FORCES IN W T/SLAB TISTL T/STL STEEL BRACE MTL METAL INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND NOT USED FOR BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE EL_'-_" EL_'-_" EL_'-_" NBPS NOT BY PRECAST SUPPLIER SHEAR WALLS AND NOT USED AS SHEAR REINFORCEMENT. z u; (OPTIONAL) NIC NOT IN CONTRACT 10.LEVEL 1 SPECIAL INSPECTIONS. LEVEL 2 SPECIAL INSPECTIONS ARE REQUIRED FOR ESSENTIAL FACILITIES PER TABLE 1604.5 OF THE - a NO NUMBER IBC. IN ADDITION TO LEVEL 1 SPECIAL INSPECTIONS, LEVEL 2 SPECIAL INSPECTIONS REQUIRE CONTINUOUS INSPECTION OF THE z AT FLOORS ALL OTHERS ----------- BRACE BELOW NS NEARSIDE J C14NTS NOT TO SCALE GROUT SPACE PRIOR TO GROUTING AND ANCHORAGES. TOP OF STRUCTURE 11.NOT USED. U) OC ON CENTER 12.VERIFICATION OF MATERIAL PROPERTIES, GRADE, TYPE AND SIZE IS REQUIRED. m °a N OD OUTSIDE DIAMETER o SLOPE STEEL ROD IN PLAN13.PERIODIC INSPECTION IS PERMITTED WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE OH OPPOSITE HAND � z OSL OUTSTANDING LEG ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD. O j SLOPE 14.DESIGN-BUILDER TO PROVIDE A PLAN FOR COLD AND HOT WEATHER PLACEMENT OF CONCRETE OR MASONRY AND THE SPECIAL o W PAF POWDER ACTUATED FASTENER -� 0 PC PRECAST INSPECTOR IS TO PERFORM PERIODIC INSPECTION TO PROVIDE VERIFICATION FOR THE NEED TO IMPLEMENT SUCH PLANS. � � o PCF POUNDS PER CUBIC FOOT 0 DRAWING LIST PL PLATE DESIGN CRITERIA O F PLF POUNDS PER LINEAR FOOT PMEJ PREMOLDED EXPANSION JOINT S0.01 GENERAL NOTES PSF POUNDS PER SQUARE FOOT STRUCTURAL DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. S0.02 DRAWING LIST, ABBREVIATIONS AND PSI POUNDS PER SQUARE INCH EXTENTS OF SPAN DESIGN CRITERIA QTY QUANTITY GRAVITY DESIGN LOADS: S2.01 FOUNDATION PLAN RACK REFRIGERATION RACK ROOF LIVE 20 (psf) SPAN52.02 COLUMN/SLAB EDGE REF REFER TO ROOF DEAD 17 (psf) REINF REINFORCING SNOW: GROUND SNOW LOAD 25 (psf) S2.03 COLD-FORMED FRAMING PLAN REQD REQUIRED EXPOSURE C S2.01 S2.04 ROOF PLAN REV REVERSE -'- 52.05 COLUMN LOAD PLAN RO ROUGH OPENING IMPORTANCE FACTOR 1.0 S2.02 RTU ROOF TOP UNIT Mh o LATERAL DESIGN LOADS: S3.01 MOMENT FRAME ELEVATIONS SCHED SCHEDULE 05.15.12 o MATCHLINE SDI STEEL DECK INSTITUTE WIND: BASIC WIND SPEED 95 mph (3-sec gust) > S3.02 STEEL ELEVATIONS SIM SIMILAR EXPOSURE C m SJI STEEL JOIST INSTITUTE IMPORTANCE FACTOR 1.0 10053 S4.01 TYPICAL CONCRETE DETAILS SPECS SPECIFICATIONS SEISMIC: SITE CLASS D C" ME FLAG NOTE S4.02 TYPICAL CONCRETE DETAILS STRUC STRUCTURAL USE GROUP I 10053-s0.02.dw9 o ANNOTATION SYMBOLS S4.11 CONCRETE DETAILS ---- T&B TOP AND BOTTOM DESIGN CATEGORY D SHMnu S4.12 CONCRETE DETAILS ---- THK THICKNESS DRAWING LIST, M TO TOP OF SS 0.95 S5.01 TYPICAL STEEL DETAILS TOC TOP OF CONCRETE S1 0.34 TOF TOP OF FOOTING IMPORTANCE FACTOR 1.0 S5.02 TYPICAL STEEL DETAILS TOGB TOP OF GRADE BEAM ABBREVIATIONS AND E S5.03 TYPICAL STEEL DETAILS TOM TOP OF MASONRY R 3.5 S5.11 STEEL DETAILS TOP TOP OF PAVING TOTAL BASE SHEAR V=0.203W DESIGN CRITERIA S5.12 STEEL DETAILS TOS TOP OF STEEL TOW TOP OF WALL SOIL: S5.13 STEEL DETAILS TRANS TRANSVERSE SOIL DESIGN INFORMATION PER THE GEOTECHNICAL REPORT BY TERRACON DATED JULY 28, 2011. ALLOWABLE SOIL TYP TYPICAL BEARING PRESSURE EQUALS 3000 PSF (ON COMPACTED STRUCTURAL GRAVEL FILL) BC S6.01 TYPICAL COLD-FORMED LINO UNLESS NOTED OTHERWISE STEEL FRAMING DETAILS ocaam ar W12- ani .aL MGKTS RMLWED N S6.02 TYPICAL COLD-FORMED VERT VERTICAL sir STEEL FRAMING DETAILS W WIDTH Q WP WORK POINT 0 S0 . 02 0 PERMIT SET 4 $ N C fD � N Z O 1- N SEK ucru ��R Fssi 340 9 1 2 3 4 5 6 7 S 9 10 OREGON q, 199'-0" 291-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 29'-6" 9 ' J ' , ' , , J � XPIRES 1301 "•y I I I I I I I I I I 134 S3.02 I I I I I I I I i I 6' 0" 0" 6'-0" 6'-0"' '-0" 6'-0" A4 o000 0000 ,\ 6 0 oio R D bo o� ,�} �+ S4.11 moo 00 (o m 00 00 o) 01rn + EDGE OF FTG, �g'�+ rn rn rn1rn rn1rn rn,rn 5��+ A+'1i� .`+1+ os 600 QQ�� F4 CF2T TMP F4 `Z' CF2T F4 CF2T "' CF2-T _ --- y U 4 � 1 2 3 4 5 6 7 8 9 102 10 5 A. 34p 199'-0" f 291-6" 20'-0" 20'-0" 20'-0" 201-0" 20'-0" 20'4" 201-0" 291-6" OREGON N XPIRESJ1301 L"' I I I I I I I I I I 21-8" 2'-8" 6" 3'-6" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3'4" 3'-4" 8'-8" 8'-0" 31-4" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3' 6" 6" Q 0 4" GRID 4" GRID o TO COL o TO COL 0 coJ p � QJ — QpJ ppJ — —��( p _jQ J p QpO 4' GRID O o O 0 O Oo0 0 o 0 0 0 J oZD 0 p co TO 0 o � � o o = o o 0 ' m � 0 1'-2" GRID 1 2 GRID rn TO COL TO COL I t6' �4 a> N SLABLEAVEOUT I I SLAB LEAVEOUT I REF ARCH REF ARCH Q 00 2' 6" 00 I � 0 � � N 4"GRID — - 4 - TO COL - - - - - - - - - - - - - - - - - - - - 4- - - - - - - - - - q U) 4" GRID0 I TO COL z w 1'-8"GRID a F) z TO COL 2'-0" SLAB 71 M T/SLAB PER NOTE 2 mus N N ~ 00 W 6e I o 1'-2"GRID Q TOCOL o cw90J ~ o I I d cNo o o 3 v ER Cc) o 0 00 0 0 o a m p0 0 2!! o9 - p 1 -2 GRID m TO COL °° `o o Q TO COL ~ N v RLVMs J � - Q J Q.' co CO d' Q 0 � c J z 4" GRID � o 40 T-2" GRID Oco ro o 1'-2" GRID 0 N 1'-2" GRID 0 o0 1'-8"GRID N TO COL bo UO I 1/2" GRID TO COL I TO COL co TO COL coo TO COL r I- TO COL r 2'-0" 2'-0" 2141 2'-0" 2' 0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" T-0" 2'-0" 2'-0" 2'-0" 4'-0" 3'-6" 2'-6" Y U DATE 05.15.12 O eau sao m CD 10053 coo ser: NOTES: 1. SEE S0.01, S0.02 AND FOR STRUCTURAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTION 10053-S2.02.dwg N r MM SCHEDULE. J, 2. REFERENCED TOP OF SLAB-ON-GRADE ELEVATION EQUALS 100'-0" UNLESS NOTED OTHERWISE, SEE CIVIL COLUMN/SLAB EDGE DRAWINGS FOR ELEVATION DATUM. 3. ALL SLABS-ON-GRADE SHALL BE 4 1/2" THICK WITH REINFORCING PER TYPICAL DETAILS, UNLESS NOTED DIMENSION PLAN NORTH OTHERWISE. LT 4. SEE TYPICAL DETAIL DRAWINGS: COLUMN/SLAB EDGE DIMENSION PLAN CONCRETE: S4.01 AND 54.02 E /q STEEL: S5.01, S5.02, S5.03, AND S5.04 M SCALE: 1/8" = V-0" BORA ecor GW rou-eau Mui MMM RE E".ce N O SHEET N O Q S2 . 02 0 PERMIT SET 5 � N U 4 � N La {, O SAL �Rucru Jq 340 1 2 3 4 5 6 7 8 9 10 J OREGON q7 199'-0" N13 ►cuN'� XPIRES 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 291-611 9 ' 7 f 1301 I I I I I I I I I I B4 S3.02 SURE BOARD SERIES 200 SHEATHING W/#10 SCREWS AT 6" N DGES W/ 12"OC FIELD. STITCH WELD STUD T HSS COL / 3/3 EVEL WELD 3" LONG AT 12" BOTH SIDES OF STU A4 1 S4.11 — E==5 -- - - - - - - - - -- - - - - - - - - - - - - - -_ - - - - _ — — — �J I II I I I C3 I S3.01 I SURE-BOARD SERIES 200 SHEATHING W/#10 N I I SCREWS AT 3" NELEDGES W/ 12"OC FIELD. I STITCH WELD STUD T HSS COLS W/ 3/32 BEVEL WELD 3" LONG AT 12" BOTH SIDES OF STU I I � C2 I I CC4 I I I S3.01S4.11 I U) — — — — — — — — — — — — — — — — I — — — — — — — — — — — — z uj aLo I I I � cl) ~ _ 0 Lu C4 �4 J o S3.01 N w ~ a °: a U) F- xens= Q074242 REVM7 I — — — — _ I — — — — — — — A EDGE OF SLAB, Y TYP DAre U 05.15.12 0 > WtA N& m Al 10053 . 2 NOTES: om os3-s2.o3.aw9 1. SEE TYPICAL DETAIL DRAWINGS: SHM, COLD-FORMED: S6.01, S6.02 C) 2. COLD-FORMED STEEL FRAMING WALL FRAMED WITH 80OS162-54 @ 16"OC, UNLESS NOTED OTHERWISE. COLD-FORMED 0 C FRAMING PLAN E NORTH COLD-FORMED FRAMING PLAN E q0 M SCALE: 1/8" = 1'-0" BC OCCPY" a 1013-B IW.KIMb S"ESE" N O SEEP N Q 0S2003 0 o PERMIT SET L U 4 � a SE& B4 �, , 1 2 3 4 5 S3.02 8 9 � �yCTU � �FF��9— 0 340 199'-0" 6 7 10 .- 7 29'-6" 20'-0" 20'-0" 20'4" 20'-0" 20'-0" 20'4" 20'-0" 29'-6" r' OREGON IYN `� XPIRES91301 M90- C2 C2 B3 Al c 2 S5.11I SIM S5.11 S5.11 S5.13 S501 SIM 2'-0" 2'-0" 2'-0" T-0" 2'-0" 2' 0" 21.0" 2'-0" 2'-0" 2'-0" 3'-6" 24'-0" 16'-0" 16' 0" T/ STL 16'-0" 16'-0" 24'-0" I EL 124'-4 1/8" I T/ STL T/ STL - - — — - - - - - - - T/ STL _ EL 124'-0" EL 124-3 5/16 T/ STL EL 124-0 5/16" 1�2—cgo Ito I �Q I ire EL123'-05/16" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - W14X22 �1� �I� W12x19 i Fill �I` W12X19 �I` �1` W12X19 T/ STL W16x31 �I` I I I I I UJ U I I O 1 I I I I I I ILO I I I I I I I I Q„ I I I I I I I I I I a I I I IF- 1 I I I 1 I CJ I I EL 124-4 I I 1 I I I I p Q 1 I I I I 1 w 1 11� l a (2) x4x1/4xC NT ---- 51-611 l I 6 TO �5 TO OF, O c� a � 'UNIT ' 'UNIT ' 'U IT ' w � ----7 ' 19 M ---- � m m m m m m m m m m m W m m m m m m m m m m m m m N C3 N N CO 04 c\l 04 m m m M M M co M M M M M M co M M M M M M M M M M N N N r N A4 A3 w I ' T/ TL S5.13 ---- S5.13 T/ 122'-8 7/1 " �`---- Q SP TYP C2 ill a B1 S3.01 N � _ _ l q w � _ �, S5.13 B lW18x46 B W 14x22 W 14x22 W 14x22 W 14x22 ❑m W 14x22 W 14x22 W 14x22 B IW18x5ol q ECH UNI Q SP TYP �I �, T/ STL Ur T/ STL P EL 122' 9 1/4" ' I 7-6 Z > EL 123'-1 1/4" I 0 TON FOQN TO 6 TO TO F5TO 6 TO A2 TO 0 O 0 z UNIT 'UNIT i UNIT 'UNIT ' I UI NIT iM U i NIT 'UNIT ' I S5.13 U I NIT ' 'UP IT ' l i C4 J ° Eli N I - N N N co co co co co M co M M M co co M M M co M M M M M 'd' �f 't lC') --- - a m N O EQ EQ ' Z) w i S5.12 P TYP TYP i J O LLI 0 in Q 1�mlll (2) x4x1/4xC NT 1\I/ \I/ W16x31 `I� I I I I , y--- N--F � I I I � � I\I/ \I/ -- --- I I I I / ---...W 14x22 �u _ W 1 19 .I 2 — ` - — - - _ - -�— —'�------ '� _ - - - - - - - - - - - - - - - - - t - - - - - - - - ii W18x40STL T/ STL 7LEL 121'-7 3/16" i i i `-�,4 I MOMENT I I co T/ STL I T/ STL I T/ STL EL 121'-11 3/16" - - — - - - - - - _ _ — _ _ — _ _ L_ ' ' EL 121'-6 /16" EL 121'-10 3/16" `O ' FRAME, TYP II EL 121'-6 1/2" two T/ STL ;l T/ STL I EL121'-511/16" EL 121--9 11/16„ 3'-6” 24'-0" 16-0" 16'-0" 16-0" 16' 16'-0" 16'-0" 151-8" 26'-0" 2' 0" 2'-0" 2'-0" M7E 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2' 0" 2'-0" 2'-0" 2'-0" 2'-0" 2' 4" 2'-0" 1'-6" CD C4 B4 Al�A4 C2 COLD FORMED STUD A4 Al C2 B2 C2 05.15.12 NM S5.11 S3.01 S5.11 S5.11 PARAPET WALL S5.11 S5.1 1005533 3 S5.11 S3.01 S5.11 110 m TYP TYP raoo FU NOTES: 10053-S2.04.dwg 1. SEE S0.01, S0.02 FOR STRUCTURAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTION SCHEDULE. SHMT TM A4 2. SEE TYPICAL DETAIL DRAWINGS: S3.02 CONCRETE: S4.01 AND S4.02 ROOF PLAN g STEEL: S5.01, S5.02, AND S5.03 3. ROOF DECK SHALL BE 1 1/2"x 20 GA TYPE B METAL DECK UNLESS NOTED OTHERWISE, WITH INTERLOCKING E SIDELAPS AND WELDING AS FOLLOWS: NORTH AT SIDELAPS: NO. 10 SCREWS @ 18" OC, INTERLOCKING ROOF PLAN AT SUPPORTS PARALLEL TO RIBS: 1/2" DIA PUDDLE WELDS @ 18" OC. A AT SUPPORTS PERPENDICULAR TO RIBS: (7) 1/2" DIA PUDDLE WELDS FOR FULL WIDTH OF SHEET M kC� SCALE: 1/8" = 1'-0" (36/4 PATTERN). 4. JX INDICATES ROOF JOIST PER JOIST SCHEDULE. L�1� 1 01 OCOPYRIGM M13-BCIN IHC./ALL W WIH"ESFAVID N O SFEET N O+ Q S2 , 04 PERMIT SET � N Im 19 4 U < a SUL �R13CT yu w� 340 1 2 3 4 5 6 7 8 9 10 •" ' OREGON � 199'-011 � N13 { 291-611 20'-011 20'-011 20'-0" 201-011 201-011 201-01' 201-01' 291-6119 XPIRCS 130! `�•L I I I I I I I I I I ollt-1 k, ro- 47 I I I I I I I I I I G�`� C� C-) G,�o J gyp,. jz jz — \Kok9t ot I I I I I I C9 I I N tk- 4 Goo � I I I — - - ' - - - - - - - - - - - - - - - - - - - - - - - CD Z a on 04 I m6 � 0oLU 0 LU NLAJ hp3 47 47 6- 1 4- 47 O� I O U) F- �' �'� o� ti°' o� moo' `�� c�°' o� f�. 4-tk Go. 1�Ncb Nb. I o`� yti Jho Jho Jho I REMSDO � 3� cr J o — ---------- — ---------- 1 ---------- 11 - --------- - - - - - - - - - - - - — O c, A y'�a sir U �d3f-� 1 1C'�' 1 DAN 05.15.12 0 > BWA NO. m 10053 CAM FIE 3 NOTES' 10053-S2.05.dwg 1. "G" REPRESENTS THE MAXIMUM ROOF GRAVITY SERVICE LOAD. ACTUAL VALUES ARE EQUAL TO OR LESS THAN SHEEr, THE VALUES SHOWN ON THIS PLAN. 2. "H" REPRESENTS THE MAXIMUM HORIZONTAL SERVICE FORCE EXPECTED AT IDENTIFIED LOCATIONS. ACTUAL COLUMN LOAD PLAN C) VALUES ARE EQUAL TO OR LESS THAN THE VALUES SHOWN ON THIS PLAN. 3. FOOTING WEIGHTS ARE NOT SHOWN AND SHOULD BE CALCULATED PER FOOTING SCHEDULE, BASED ON A NORTH CONCRETE WEIGHT OF 150lb/ft3. 4. FOOTINGS HAVE BEEN DESIGNED TO RESIST ALL THE UPLIFT FORCES. COLUMN LOAD PLAN 5. GRAVITY LOADS AT LOCATIONS WHERE NONE ARE IDENTIFIED, CAN BE CONSIDERED NEGLIGIBLE. A 6. "V" REPRESENTS THE MAXIMUM VERTICAL SERVICE LOAD EXPECTED AT THE IDENTIFIED LOCATION. DOES NOT SCALE: 1/8" = 1'-0" INCLUDE FOOTING WEIGHT. BCD /, i1I1 7. AGGREGATE PIER DESIGN TO PROVIDE SUPPORT FOR LOADS SHOWN / NOTED AND PROVIDE MINIMUM IN N SUBGRADE PREFORMANCE. •CCPYflIGM A13-BCN,I ..LLLPo P E O S♦� N Q 0 S2 . 05 PERMIT SET B A A '� A2 B B C S5.11 AT PARAPET S5.11 PER P� C AT PARADE PER PLAN , PER PLAN TYP TYP T/ HSS8x6x5/8 HSS8x6x5/8 T/ PARAPET PARAPET A2 I ' � � I I HSS8x6x5/8 _ _ STEEL T/ COLUMN _ S5.11 - — EL 132'-0" STEEL AT PARAPET T/ ROOF STEEL 7MOMENT � - 4 � _ EL 132'-0" TYP T/ PARAPET STEEL EL W16x31 EL 126-6 CONN PER PER PLAN 1, " `� W16x31 Li PER PLAN HSS8x6x5/8 _ _STEEL PER PLAN ' _ 1 PROOF I TYP DET TYP I I PER PLAN - � EL 127'-0" STEEL EL (1 W21x44 T/ ROOF T/ ROOF T/ ROOF MOMENT CONN PER PLAN T/ STEEL _ _ PER TYP DET, e �L PER PLAN STEEL EL STEEL STEEL EL TYP g PER PLAN EL PER PLAN PER PLAN N I T/ WIDEFLANGE HSS8x8x5/8 _ STEEL MOMENT T/WIDEFLANGE HSS8x8x5/8 HSS8x8x5/8 T/ WIDEFLANGE 'EL W18x35 EL 115'-6" CONN PER _ STEEL TYP DET, TYP _ _ _ STEEL_ _ W18x35 ,n W18x35 ,n EL 113'-6" W18x35 EL 113-6 Ln In u� coo CD CD �,kRuCTU q` HSS12x8x1/4 T/ STEEL I_ T/ STEEL - - — - — - ,�, ,o EL 109'-0" EL 109'-0" HSS12x8x1/4 HSS12x8x1/4 T/ STEEL w CONN PER CONN PER X X EL 109-0 `� 3400 f' TYP DET, TYP TYP DET, TYP CONN PERTYP oREcoN T/ SLAB / I _ T/ SLAB / DET, TYP T/ SLAB / N KuN� PILASTER PILASTER EL PER PLAN EL PER PLAN PILASTER XPIRES91301�� EL PER PLAN T/ FTG T/ FTG PER PLAN PER PLAN _ _ T/ FTG PER PLAN C4 MOMENT FRAME ELEVATION C3 MOMENT FRAME ELEVATION CZ MOMENT FRAME ELEVATION SCALE: NTS SCALE: NTS SCALE: NTS 2 3 4 7 S 9 PER PLAN PER PLAN PER PLAN PER PLAN T/ PARAPET HSS8x6x3/16 HSS8x6x3/16 r' HSS8x6x3/16 HSS8x6x3/16 r' T/ PARAPET STEEL 1 STEEL —� EL PER EL A2 A2 EL PER EL S5.11 AT PARAPET S5.11 AT PARAPET W18x35 W18x35 I NP T/ ROOF W18x35 W 18x35 I NP T/ ROOF STEEL EL — STEEL EL —� PER PLAN PER PLAN MOMENT CONN MOMENT CONN PER TYP DET, TYP I PER TYP DET, TYP HSS8x8x1/4 HSS8x8x1/4 T/ WIDEFLANGE HSS8x8x1/4 HSS8x8x1/4 T/WIDEFLANGE STEEL _ _ STEEL u� W18x35 ,n W18x35 ,n EL 113'-6" ,n W18x35 Lo W18x35 Lo EL 113'-6" Lo Lo Lo OI 00 _co CONN PER TYP Lo 00 00 I HSS12x8x1/4 HSS12x8x1/4 _ _ T/ STEEL DET, TYP— t HSS12x8x1/4 HSS12x8x1/4 _ T/ STEEL EL 109'-0" EL 109'-0" CONN PER TYP Z DET, TYP Q a T/ SLAB / T/SLAB / J PILASTER PILASTER — 3 EL PER PLAN / EL PER PLAN m �± N - - - - T/ FTG - — - - - - T/ FTG _ z PER PLAN PER PLAN O w J20 B4 MOMENT FRAME ELEVATION B2 MOMENT FRAME ELEVATION w � o o a SCALE: NTS SCALE: NTS Q: � BENSgfS Y S WE U 05.15.12 0 > BCM N0. 10053 m o�oo FLE 10053-S3.01.dwg o SPIRT MU ri MOMENT FRAME C) ELEVATIONS E c LZ E 0 M 1)%-JRA li QCCVY ff =12.8tl M./ill WGXIB RESER D N O swu N O Q 0 S3 , 01 0 PERMIT SET W N 4 U � 1 O SEK RUCTU ,� 34r0/,� OREGON�b y'4y 13 yr XPIRES91301_11 y 10 9 8 7 6 5 4 3 2 1 I I I I I I I I i I PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN STEEL PARAPET AT PARAPET _ S5.11 EL 127'-6" TYP T/ STEEL PARAPET_ _ _ HSS8x6x5/16 HSS8x6x3/16 HSS8x6x3/16— - — HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 �- '� EL 112,-0" - - - HSS8x6x5/16 i T/ STEEL PARAPET `--- -= EL 126'-6" T/ STEEL ROOF _ _ _ PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN L PER PLAN COLS PER I PLAN, TYP EL 912E8 HSS8x8x5/8 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x5/8 T/ STEEL HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 Z a CONN PER J n TYP DET, TYP N M m T/ SLAB z EL 100'-0" 0 O LU o B4 NORTH FRAMING ELEVATION o w � Q SC0 ALE: NTS 0 c- 1 2 3 4 5 6 7 8 9 10 REYM s I I I I I I I I I I PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN T/ STEEL PARAPET AZ AT PARAPET DWE T/ STEEL PARAPET HSS8x6x5/8 i TYP T/ STEEL EL 12T-0„ - - - - — ` PARAPET 05112 \ HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 - - EL 132'-0" m T/ STEEL PARAPET_ _ _ HSS8x6x5/16� - HSS8x6x3/16 HSS8x6x3/1&_ — HSS8x6x3/16 HSS8x6x3/16 10053 EL 126'-6" COLS PER GD° FU PLAN, TYP 10053-S3.02.dwg T/ STEEL ROOF _ _ _ PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN SHM '"`E 09 M EL PIER—PLAN— STEEL ELEVATIONS S E HSS8x8x5/8 T/ STL T/ STEEL HSS8x8x5/8 PER S3.01 PER S3.01 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 PER S3.01 PER S3.01 EL 114'-8" 112'-8" - - - - E T/ STEEL HSS12x8x1/4 PER S3.01 PER S3.01 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 PER S3.01 PER S3.01 HSS12x8x1/4 R(�D � CONN PER B�ltll 91 N TYP DET, TYP `�""` m".°°""`'"" o SHO N T/ SLAB EL 100'-0" S3 . 02 SOUTH FRAMING ELEVATION &SCALE: NTS PERMITSET PROVIDE BOND BREAKER AT JOINT SEE REINFORCING WALL EXCAVATION 12 #4 MID-DEPTH AT SIDES �lQ OPENINGS" DETAIL FOR PIPE TO CLEAR 3/4"x1 1/2" KEYED JOINT OF COLUMN WITHOUT ��, SLAB ON GRADE ADDED REINFORCEMENT SLEEVE BY 1" 14 MIN ALL 9 SLAB ON GRADE CONTROL OR lb _ - AROUND CONSTRUCTION JOINT 1/4" PREFORMED —III —III—III—III FILLER ALL AROUNDIII I CONCRETE OR III—III CMU WALLS =1 I I IIII-III I 4 � REINFORCING --- ---- ------ - COLUMN (OR —III I —III—III—III III—III= PER PLAN NOTE 1 3 STEEL BASE PIPE SLEEVES =III III—III PLATE) —III III—III—III III— ~ N THICKENED SLAB EDGE 1'-6" LAP - -- - -- - NO PER TYPICAL DETAILS VAPOR BARRIER PIPE _ _ PENETRATIONS s� PER ARCH =III III—III —III= CONSTRUCTION JOINT BOTTOM OF FOOTING SAW CUT 1/3 SLAB DEPTH INFILL AFTER j - - I - FOOTING ALLOWED IN FORMS I — III III— IIII— _______________ (- REMOVED �RUGTU� SLAB ON GRADE '� _______________ 5 13" IDA � ZONE OF - 1 � �N RFs o ---- - _ _ CONTROL OR _ _ INFLUENCE LINE ;. 1 III - e0 0340 _ _ _ _ _ REINFORCING = — - - PER PLAN CONSTRUCTION -1 1=1 11—I I I— JOINT 4" ALL 2 VAPOR BARRIER PER ARCH NOTE 1 AROUND NO EXCAVATION 1'-6" MIN CONTROL JOINT ISOLATION JOINT AT COLUMN OR PIER BELOW THIS LINE �yy 13 OREGON NOTES: N FOOTING ELEVATION FOOTING SECTION <5bN 1. NATIVE SOIL OR FILL PREPARED AND COMPACTED PER SPECIFICATIONS. NOTES: -xNlrzes91301.�1 2. REINFORCE SLABS-ON-GRADE UP TO 4 1/2" THICK WITH #4 @ 24"OC, EACH WAY, AT MID-DEPTH. 1. FOOTINGS MAY BE STEPPED DOWN, WITH THE APPROVAL OF THE STRUCTURAL ENGINEER, IN ORDER TO AVOID CONFLICT WITH 3. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN THE SLAB-ON-GRADE AT 12'-0" MAXIMUM SPACING EACH WAY. SPACING BETWEEN CONSTRUCTION PIPES. SEE "STEPPED FOOTING" DETAIL. JOINTS SHALL BE 50'-0" MAXIMUM. JOINTS SHALL BE PROVIDED SUCH THAT THE RATIOS OF THE SIDES OF THE SLAB PANELS DO NOT EXCEED 2 TO 1. 2. WHERE PIPES ARE LOCATED WITHIN THE ZONE OF INFLUENCE OF THE FOOTING, SEE TYPICAL "PIPES BELOW FOOTING" DETAIL. C4 TYPICAL SLAB ON GRADE DETAIL CZ TYPICAL PIPES AND TRENCHES AT FOOTING DETAIL SCALE: NTS SCALE: NTS NOTES: 1. UNLESS NOTED OR SHOWN OTHERWISE, ALL WALLS ARE TO BE REINFORCED WITH MINIMUM REINFORCEMENT AS SHOWN IN THE FOLLOWING TABLE: ALTERNATE HOOK HORIZONTAL OR (2) #51 MIN WALL DIRECTION VERTICAL WALL #3 @ 6"OC REINFORCING, FOOTING STEPTYP • MINIMUM WALL REINFORCEMENT (1) VERTICAL BAR, MIN BARS SYMBOLSHOWN ON PLAN •..• SHADING WALL THICKNESS HORIZ BARS VERT BARS LOCATION T Lbt INDICATES (2) TO 6" & UNDER #4 @ 13 #4 @ 13 CENTERLINE CORNER BARS #5, MIN I 2'-0" TO 4'-0" 3H MI LOWSIDE OF OVER 6-8" #5 @ 15 #5 @ 15 CENTERLINE (1) VERTICAL AT CONTRACTOR'S 2l-0"0" STEP OVER 8-10" #5 @ 12 #5 @ 12 CENTERLINE BAR, MIN OPTION HOOKS MAY BE 2' Lb MIN OVER 10-12" #4 @ 12 #4 @ 12 EACH FACE SKEWED TO NOTE: SMALL WALL SECTION DETAILS APPLY BOTH IN TYP OVER 12-14" #5 @ 18 #5 @ 18 EACH FACE HORIZONTAL BARS W/ STD 90° MAINTAIN HORIZONTAL AND VERTICAL DIRECTIONS OVER 14-16" #5 @ 15 #5 @ 15 EACH FACE HOOKS OR CORNER BARS TO COVER _ OVER 16-18" #5 @ 12 #5 @ 12 EACH FACE MATCH HORIZONTAL WALL SMALL WALL SECTIONS REINFORCING WALL CORNER WALL INTERSECTION REINFORCING WALL ENDS SINGLE LAYER WALL `V SIZE TO MATCH 2. LAP WALL AT SPLICES Lbt. Lbt HORIZONTAL (2) #5, MIN REINFORCING, FOOTING REINF, (1) VERTICAL BAR, CORNER BARS _1 OR VERTICAL TYP 3" CLR TYP 3. ALL VERTICAL REINFORCING IN CONCRETE SHALL BE CONTINUOUS FROM MIN AT CONTRACTOR'S WALL BARS Lbt OR zil STRUCTURAL FLOOR TO STRUCTURAL FLOOR, OR FROM FOOTING TO FIRST OPTION Lbt #3 @ 6"OC CLOSED Q Q 1.5� STRUCTURAL FLOOR ABOVE, UNLESS NOTED OTHERWISE. _ TIE TO HOOP (n 1 (2) VERTICAL BARS, MATCH SIZE AND 0 TMP 4. START HORIZONTAL AND VERTICAL BARS 1-INCH CLEAR OF EDGE OF OPENINGS. MIN SPACING OF zuj SPACE REINFORCING BARS AT EQUAL SPACES NOT TO EXCEED REQUIRED SPACING. WALL BARS I 2'-0" TO 4'-0" 0 0 t MINHORIZONTAL BARS W/ STD 90° 2TO 5. REFER TO DEVELOPMENT LENGTH AND LAP SPLICE TABLES FOR VALUE OF Ld, Lbt. ,. TYP -HOOKS OR CORNER BARS TO 2-0 MATCH HORIZONTAL WALL NOTE: SMALL WALL SECTION DETAILS APPLY BOTH IN co N 6. SPLICES IN HORIZONTAL REINFORCING SHALL BE STAGGERED. SPLICES IN WALL CORNER WALL INTERSECTION WALL ENDS DOUBLE LAYER HORIZONTAL AND VERTICAL DIRECTIONS m o TWO CURTAINS WHERE USED SHALL NOT OCCUR IN THE SAME LOCATION, REINFORCING w z UNLESS NOTED OTHERWISE. SMALL WALL SECTIONSO F 0 w J o B4 TYPICAL STEPPED FOOTING B3 TYPICAL CONCRETE WALL REINFORCEMENT DETAIL o � < W o SCALE: NTS SCALE: NTS a 0 xEIIIsnrs CONCRETE STRENGTH fc (psi) —III- FTG PER PLAN 3000 4000 5000 6000 ZONE OF BAR SIZE Ld Ldt, Lb Lbt Ldh Ld Ldt, Lb Lbt Ldh Ld Ldt, Lb Lbt Ldh Ld Ldt, Lb Lbt Ldh INFLUENCE LINE inches inches inches inches inches inches inches inches inches inches inches inches inches inches inches inches #3 17 22 28 9 15 19 25 8 13 17 22 7 12 16 20 6 _ Y #4 22 29 38 11 19 25 33 10 17 23 29 9 16 21 27 8 1"' �' I _,I I I > #5 28 36 47 14 24 31 41 12 22 28 36 11 20 26 33 10lw� -� 1 (2) #4xCONT DATE.' 2 05.15.12 CD #6 33 43 56 17 29 37 49 15 26 34 44 13 24 31 40 12 CONCRETE SM NO. #7 48 63 81 20 42 54 71 17 38 49 63 15 34 45 58 14 00 ENCASEMENT 10053 #8 55 72 93 22 48 62 81 19 43 56 72 17 39 51 66 16 # 4 @ 12"OC 1 053-S4.01.dwg o #9 62 81 105 25 54 70 91 22 48 63 81 20 44 57 74 18 — PIPE SHEET UTILE 11 #10 70 91 118 28 61 79 102 25 54 71 92 22 50 64 84 20 3/4" THICK TYPICAL CONCRETE CARDBOARD #11 78 101 131 31 67 87 114 27 60 78 102 24 55 71 93 1 22 8" MIN 8" MIN AROUND PIPE DETAILS E LAP SPLICE LEGEND NOTES: 1. WHERE PIPES OCCUR WITHIN THE ZONE OF INFLUENCE OF THE FOOTING, db = BAR DIAMETER ENCASE PIPE AS SHOWN. CONTRACTOR TO COORD AND VERIFY FINAL PIPE M Ld = BOTTOM BAR DEVELOPMENT LENGTH RUNS AND PROXIMITY TO FOOTINGS. Ldt = TOP BAR DEVELOPMENT LENGTH 2. PIPES OCCURING WITHIN THE ZONE OF INFLUENCE SHALL BE INSTALLED BC Lb = BOTTOM BAR LAP SPLICE LENGTH AND ENCASED PRIOR TO PLACING FOOTINGS OR CONTRACTOR SHALL °L(LYFIGM A11 9Cfl.\INL.ALLflIGX15 PC5CRVE0 Lbt = TOP BAR LAP SPLICE LENGTH UNDERPIN OR OTHERWISE SHORE THE FOOTINGS DURING PIPE sir Ldh = HOOKED BAR DEVELOPMENT LENGTH INSTALLATION. 3. ENCASEMENT SHALL BE PROVIDED OVER THE ENTIRE LENGTH OF PIPE Q WITHIN THE ZONE OF INFLUENCE, UNLESS EXTENTS ARE SHOWN ON PLAN. S4 . 01 A3 TYPICAL DEVELOPMENT LENGTH (Ld) AND TENSION LAP SPLICE (IB OR IBT) DETAIL Al TYPICAL PIPES BELOW FOOTING DETAIL SCALE: NTS SCALE: NTS PERMITSET 82 W 3 WALL REINFORCEMENT NOT SHOWN WHERE OPENING INTERRUPTS FOR CLARITY. HOOK WHERE REINFORCING BARS, ADD EQUAL INTERRUPTED BY OPENING NUMBER OF SAME SIZE BARS WITH MINIMUM OF HALF THE NUMBER AT EACH SIDE OF OPENING @ 4"OC, MAX, PROVIDE (2) BARS, MIN #5x4'-0" AT EACH LAYER OF 2'-0"x2'-0" MAX, REINFORCING, TYP SEE NOTE 4 o 1- N WHERE OPENING DOES NOT x EAL INTERRUPT WALL REINFORCING, x s ADD (1) #5 ALL AROUND FOR EACH LAYER OF REINFORCING. OTHERWISE, SEE "LARGE Ru G T U " OPENING" DETAIL 5�R�R0�F4( NF s% 6'-0"x6'-0", MAX ��w� 3 0 . 4 '5 2'4" MIN OR Ld. SEE NOTE 3 =- -. OREGON �b tJ LARGE OPENING SMALL OPENING 1'� LSbN 1 � NOTES: f 1. OMIT ADDED REINFORCEMENT NOTED ABOVE WHEN SPECIAL REINFORCEMENT INDICATED ON PLAN OR DETAILS EXCEEDS THIS REINFORCEMENT. (+�'xPlResgi�ot�Mh+ 2. CONTRACTOR SHALL VERIFY ALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS WITH THE STRUCTURAL ENGINEER BEFORE PLACEMENT. 3. WHEN EDGE OF CONCRETE IS CLOSE TO OPENING AND WILL NOT ALLOW THIS LENGTH, CONSULT STRUCTURAL ENGINEER BEFORE CONSTRUCTION. 4. OPENINGS SMALLER THAN V-0"x1'-0" AND NOT INTERRUPTING REINFORCEMENT SHALL REQUIRE NO ADDED REINFORCEMENT AROUND OPENING. CZ REINFORCING WALL OPENINGS SCALE: NTS 3x MAXIMUM D OR 4" MINIMUM THIS AREA SHALL BE TREATED AS AN OPENING IF ACTUAL CLEARANCE IS CONCRETE LESS THAN THAT SHOWN SLAB OR WALL 3x MAX D OR 4" MINIMUM D D D D ZONE OF ALLOWABLE CONDUIT PLACEMENT #4x 4'-0" AT EACH LAYER OF T/3 ~ REINFORCEMENT WHERE 'r I I a CLEARANCE BETWEEN SLEEVES IS LESS THAN TCLEARANCE SHOWN CONDUIT U) SLEEVES (D Z ui — a AT CONDUIT AT SLEEVES 0 0 NOTES: —� 04 1. ALUMINUM CONDUIT OR SLEEVES SHALL NOT BE EMBEDDED IN CONCRETE. OTHER METAL CONDUIT OR 2. SLEEVES SHALL NOT BE EMBEDDED IN CONCRETE UNLESS APPROVED IN WRITING BY THE STRUCTURAL m °° N ENGINEER. METAL SLEEVES SHALL BE GALVANIZED. m o: 3. DIMENSION D FOR CONDUIT IN A SLAB OR WALL SHALL NOT EXCEED T/4 OR 1 1/2". O 0 w J � o B2 CONDUIT AND SLEEVES IN CONCRETE SLAB OR WALL w j o ci SCALE: NTS C U) F- REVISN7N5 Y z DATE U 05.15.12 0 BCRA NO. m 10053 CAM FILE 10053-S4.02.dwg o SHEET TRE TYPICAL CONCRETE DETAILS E c t� E 0 a B)CRA CL VRIGM M12-BGP. iN ALLWGTSPESERYEO N O STET N 01 Q 0 S4 . 02 0 PERMIT SET STUD WAL CL PER PLAN L CL 2'-0" COL PER PLAN, CL CL CL CL COL RI ss STRUCTURAL WALL #4x6"r— TYP COL RI COL VENEER PER COL RI COL COL PER PLAN, VENEER PER PER DOWEL SP TO VENEER PER PER PLAN PER PLAN PER PER TYP COL PER PLAN SHEATHING MATCPER PLANH ARCH ARCH ARCH PLAN STEMWALL PER , p� p� PLAN REINF NOT 1" NON-SHRINK STEMWALL ii ii SHOWN FOR STEM WALL PER PLAN, ' ii GROUT i i i 1 NON-SHRINK n F REINF �� PE PLAN 5/8"0 CAST-IN PLACE i i �� CLARITY SEP +R PLAN i n, SE PER PLAN � - - —� i GROUT � REINF NOT SHOWN STEM WALL ANCHOR ROD 8"OC ' ' " " ' @ T/ SLAB �� FOR CLARITY PILASTER PER REINF PER TYP y SOG PER PLAN - �� SOG PER PLAN , SOG PER PLAN EL PER P N PLAN DETAIL ' Li T/ SLAB �EL PER PLAN I � � u I � � � � T/ SLAB • • • ' • • •• STEM WALL • E�PPER PLAN • I i i • • ng BEYOND STEM WALL N 1 1 T/ FTG �t Ott 1 I BOT TRACK TO MATCH " �— - g" I BEYOND 1 T/ FTG 1 EL PER PLAN 1 �tr dt 1 SUL STUDWALL GAEL PER N 1' 3" " " FTG PER PLAN 8LLI PILASTER PER COL FTG PER PLAN 11'-3" 1 FTG PER PLAN CENTERED ON COL - - I PILASTER PER I PLAN REINF NOT SHOWN FOR EL PER PLAN U C T O FTG PER � � PLAN I PLAN 1' I FTG PER I i g FS CLARITY I PILASTER VERT BARS ' N F s'o PLAN T/ FTG FTG PER PLAN �� 340 ELPER PLAN IIAI ..,E • VERT BAR TO OREGON ,b • EQ EQ EQ EQ — �, EQ EQ MATCH )' 13 y�Q ONTRACTORS STEMWALL LAN � OPTION TO DO EQ EQ X w THICKENED SLAB NOTES: NOTES: REINF XPIRESg1301tfY NOTES: a U TO TOP OF 1. STEMWALL HORIZONTAL REINFORCEMENT TO EXTEND THROUGH PILASTER. 1. COLUMN SPREAD FOOTING REINFORCMENT TO EXTEND INTO MAT FOOTING. 1. CONTRACTOR TO CONTACT MFR FOR "' FOOTING IN LIEU 2• CONTINUOUS HORIZONTAL FOOTING REINFORCEMENT TO EXTEND THROUGH 2. STEMWALL HORIZONTAL REINFORCEMENT TO EXTEND THROUGH PILASTER. NOTES: SUREBOARD INSTALLATION INSTRUCTIONS. OF STEMWALL MOMENT FRAME FOOTING. 3. REFERENCE DETAIL B1/S4.11 FOR ADDITIONAL INFORMATION. 1. REFERENCE DETAIL B1/S4.11 FOR ITEMS SNOW BUT NOT NOTED. C4 SHEARWALL FOOTING MOMENT FRAME FOOTING MOMENT FRAME FOOTING CONTINUOUS FOOTING SLAB BUMP OUT SCALE: 1 1/2" = 1'-0" C3 SCALE: 1 1/2" = 1'-0" C2 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" RI CL CL COL RI COL (BEYOND) RI VENEER PER PER STOREFRONT STOREFRONT 2-0' ARCH PLAN COL PER PLAN PER ARCH ;,; PER ARCH PER PLAN #4x6"� PER PLAN COL BEYOND DOWEL SP TO MATCH 1" NON-SHRINK STEMWALL r- - - -+ �' GROUT CL REINF ii SLAB EDGE PER STEMWALL PER SOG PER PLAN PLAN ii SOG PER PLAN SOG PER PLAN PLAN T/ SLAB T/ SLAB T/ SLAB _ EL PER PLAN EL PER PLAN EL PER PLAN • STEM WALL STEM WALL • • BEYOND 00 REINF PER TYP 1 STEM WALL PER 1 DETAIL 1 1 PLAN 1 1 T/ FTG PILASTER PER $,, 811 • PLAN T/ FTG T/ FTG (1) #4x CONT ELEL PER PLAN ; ; ; ; �EL PER PLAN 4EL PER PLAN • " ` " • • • • • • FTG PER PLAN • • FTG PER PLAN U) FTG PER PLAN — u Z > • v PILASTER VERT VERT BAR TO z 1 1:01 REINF I I MATCH STEM J r EQ EQ EQ EQ WALL FEINF D co �e DRAIN PER ARCH EQ EQ m d rm NOTES: NOTES: z AND GEOTECH f— _ 1. STEM WALL HORIZONTAL REINFORCING TO EXTEND THROUGH PILASTER. 1. REFERENCE DETAIL B1/S4.11 FOR ITEMS SHOWN BUT NOT NOTED. O 0 w J20 MOMENT FRAME FOOTING MOMENT FRAME FOOTING CONTINUOUS FOOTING �' o Bl moa B3 SCALE: 1 1/2" = 1'-0" �� SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" � Q COLD-FORMED CL mom STUD PER PLAN STEMWALLRI STRUCTURAL BEYOND SHEATHING REF VENEER TIE, TYP I PEARN PLAN SCHEDULEPER COLUMN PER PLAN CL COL AND FTG FOOTING SCHEDULE VENEER PER ; ; ; 5/8"O CAST-IN BASE PLATE AND BOTTOM ARCH PLACE ANCHOR ISOLATION JOINT ANCHOR MARK DEPTH WIDTH LENGTH REMARKS ROD @ 8"OC REINFORCEMENT BOLTS PER SLAB ON GR COLUMN F3 12" 3'-0" 3'-0" (4) #4 EW a>E PER SOG PER PLAN PER PLAN ' PLAN i i SCHEDULE 05.15.12 T/ SLAB ' PER PLAN 1 i i i NON-SHRINK F4 12" 4'-0" 4'-0" (6) #4 EW ear Na. :1 1" GROUT 10053 IFill, " • _ i i (3) #4xCONT, LONGIT STEM WALL 1 i i cmn CF2T 12 2 0 CONT „ (2) #4 CONT, LONGIT TOP #4 @ 9 OC TRANS 1 pi RE g„ i 10053-S4.11.dwg mu STEM WALL 1 BOT TRACK TO _ _ '" MAT1 24 3 PER #8 16 OC, EW #8 16 OC, EW TOP swEr BEYOND 11 -3 T/ FTG I —� PLAN CONCRETE DETAILS „ „ 1 MATCH STUD @ @ WALL GA — - T/ FTG " EL PER EL PER PLAN PLAN ii ii g" = MAT2 48" 3'-6" FLEAN #10 @ 12: OC, EW #10 @ 12"OC, EW TOP PER SCHED L i I P F E • ni • Lu • • M LZ FTG PER PLAN 3" CLR v a IQCD A TYP lb! EQ Q LENGTH AND WIDTH o NOTES: Sim N 1. REFERENCE DETAIL B1/S4.11 FOR ITEMS SHO N BUT NOT NOTED. NOTES: 2. CONTRACTOR TO CONTACT MFR FOR SUREBOARD INSTALLATION 1. CONTINUOUS FOOTING REINFORCING TO BE NOTES: Q INSTRUCTIONS. CONTINUOUS THROUGH SPREAD FOOTINGS. 1. REINFORCEMENT FROM ADJACENT CONTINUOUS FOOTING TO HAVE DEVELOPMENT LENGTH INTO SPOT FOOTING. S4 , 11 CONTINUOUS FOOTING INTERIOR FOOTING FOOTING SCHEDULE A4 SCALE: 1 1/2" = 1'-0" '°`3 SCALE: 1" = 1'-0" A2 SCALE: NTS PERMiTSET SLAB PER PLAN 6 � r rn g T/ SLAB �EL PER PLAN -X—x—x x—x—x—x " i_�� - li III III- 11/2" T/ GRADE BEAM CLR, TYP W g "MATCH TOP OF r .v ADJACENT FOOTING • • #4x @ 12" O C> SDL • 6" 6" (4) #6xCONT ,SRU C T U EXTENDED Ld PAST CL OF COL " �.� 3a AT EA END OREGON 13 � lSbN KUN XPIRES9130/ rte.L' C 1 GRADE BEAM SCALE: NTS RI STEMWALL PER PLAN, CL RI CL REINF NOT SHOWN COL COL COL PER PLAN, TYP PILASTER PER FOR CLARITY PILASTER PER PLAN CL PLAN (6) #6 VERT PERqLAN' I COL 1 1/2" � (6) #6 VERT #4x ®@ 9" OC PILASTER CLR TYP 10" 10" (3) @ TOP 5" PER PLAN COL PER • #4x 8 @ 9" OC PLAN• • ' TYP (3) @TOP 5" h c CIL a • _ a CL w a- — — COL COL • t� a a a W J u> • a a RI o i CL CL COL Wa v (6) #6 VERT w 5" 5 ga • 0- a. Lu PLAN PER P R PLAN PER a 5" 5" a a #4x e @ 9" OC /� -PLAN — — — U) PER PLAN (3) @ TOP 5" RI PER PLAN � ui STEMWALL PER PER PLAN P R PLAN STEMWALL PER a PLAN, REINF NOT PLAN, REINF NOT z 04 SHOWN FOR SHOWN FOR —� CLARITY CLARITY NOTES: NOTES: m o° N 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE INTO 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH i. 0 PILASTER PILASTER O oz W J o B3 'P7' PILASTER B'PS' PILASTER w Q o _ � < SCALE: NTSSCALE: NTS 0 (1) 1= CL RI #4x ® @ 9" OC RI CL fensm (6) #6 VERT TCL (6) #6 VERT COIL OL (3) @ TOP 5" PILASTER #4x @ 9" OC STEMWALL PER PER STEMWALL PER PER PLAN PER (3) @ TOP 5" PLAN, PLAN PLAN, PLAN REINFORCEMENTREINFORCEMENT — — — w — RI NOT SHOWN FOR a NOT SHOWN FOR a PILASTER CLARITY C-) o. CLARITY a PER PLAN N w a� > Lu a a a __ 05.15.12 W I • • Nm 10' 10' a CL a _ a - eau1005533 CIL FU COL a o CL `� RI COL 10053-54.12.dwg COL _ 10 1011wa 1 1/2"CLR STEMWALL PERSHM,,, N �, • • a TYP PLAN, COL PER PER •. " -.-- REINFORCEMEN CONCRETE DETAILS a PLAN, TYP PLAN 5" 5" NOT SHOWN FOR COL PER CLARITY E ;, PER PLAN PILASTER PER PLAN PER COL PER PLAN PLAN PLAN #4x ® @ 9" OC (6) #6 VERT (3) @ TOP 5" BCRA N O M =12- I SH&T N NOTES: NOTES: NOTES: 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH PILASTER a ER PILASTER S4 . 12 A3 'P3' PILASTER A2 'P2' PILASTER Al 'P1' PILASTER o SCALE: NTS SCALE: NTS SCALE: NTS PERMIT SET 13/4" g $ CONNECTION PLATE THICKNESS PER BOLTED BEAM CONNECTION DETAIL 1/2-1 CONNECTION SCHEDULE DOUBLE LINE BEAM NUMBER AND PLATE THICKNESS CONNECTION SCHEDULE r ' - SIZE SIZE OF BOLTS t p) REQUIRED CONNECTION NUMBER NUMBER PLATE W8 (2) 7/8"0 1/4" SPE OF BOLTS OF BOLTS THICKNESS t z N W10 (2) 7/8"0 @ 4" GA 1/4" CL COLUMN LINE 1 LINE 2 tp i------t------i � �; a W12 (3) 7/8"0 1/41' bf PLATE TO 0 3 2 3/8 W14 (3) 7/8"0 1/4" 5/16 COLUMN, © 4 2 7/16" ' TYP © 5 2 7/16" 1" W NOTE 1 3GTtj W16 (4) 7/8"0 5/16" ¢ W �qR q� 6 2 7/16" ��-• s, W18 (4) 7/8"0 5/16" 0° 0 SIZE AND NUMBER OF ____ _ __ r=___=__ 7 3 1/2" BOLTS PER BOLTED BEAM W21 (5) 7/8"0 3/8 CONNECTION DETAIL W24 (6) 7/8"0 3/8" OREGON W27 (7) 7/8"0 3/8" NOTE 1 � � © 9 4 1/2" BEAM TO COLUMN 13 3 .�� W30 (8) 7/8"0 3/8" 1 USE HORIZONTAL SHORT SLOTTED HOLES IN xP1RESt1301 "•r' L PLAN PLATE AT COLUMN CONNECTIONS ONLY. NOTES: W33 (9) 7/8"0 7/16" CL COLUMN 1. WELD SIZE W SHALL BE 3/4 x tp ROUNDED UP TOA 1/16". � W36 (9) 7/8"0 1 7/16" 2. BOLTS SHALL BE ASTM A325-N. 1 USE HORIZONTAL SHORT SLOTTED HOLES IN THE 13/4" 1 3/4" PLATE AT COLUMN CONNECTIONS ONLY. C 1 BOLTED BEAM CONNECTION TO HSS COLUMN CL CL COLUMN CL COLUMN 3" 3„ SCALE: NTS , 13/4" 13/4" CONNECTION PLATE LINE 1 LINE 1 13 THICKNESS tp PER LINE 2 LINE 2 PLATE THICKNESS tp BOLTED BEAM PER SCHEDULE NOTE 1 CONNECTION" DETAIL PLATE THICKNESS tp LOCATE BOLTS 1" PLUS 1/16" PER SCHEDULE ON LINE 2 AT TOP AND �, M CONNECTION r i NS+FS O ' i _ i i i (tb+1/16) TYP COLUMN z I z i ? BEAM 15 -------------i 01 1" COPE FLANGE PLATES 1/2, TOP ' 1" 1" zw NOTE 1 WHERE AND BOTTOM SEE "BOLTED BEAM W WHERECOPE LANGE -------- WHER7 E REQUIRED, TOP 1" W NOTE 1 REQUIRED, TOP CONNECTION DETAIL AND BOTTOM SEE "BOLTED BEAM W FOR NUMBER OF 7/8"f7J SIZE AND NUMBER OF CONNECTION" DETAIL W A-r AND BOTTOM A325-X BOLTS REQUIRED SIZE AND NUMBER OF BOLTS PER SCHEDULE i \LU) BOLTS PER SCHEDULE , NS+FS, BEAM TO COLUMN BEAM TO BEAM BEAM TO COLUMN BEAM TO BEAM (tb+1/16) TYP Z ui ELEVATION z NOTES: J_ 1. WELD SIZE W SHALL BE 3/4 x tp ROUNDED UP TOA 1/16". NOTES: 2. BOLTS SHALL BE ASTM A325-N. 1. A 3/4" GAP MAY BE USED AS AN OPTION FOR NOTES: m "o N 3. FOR BEAM TO COLUMN WEB CONNECTION SEE "BEAM / COLUMN WEB COLUMNS WITH BF = 14" OR GREATER. 1. WELD SIZE W SHALL BE 3/4 x tp ROUNDED UP TO A 1/16". in CONNECTION" DETAIL. 2. ALL BOLTS THIS SCHEDULE TO BE 7/8"0 A325-X. 2. ALL BOLTS THIS SCHEDULE TO BE 7/8"0 A325-X. O = o w J20 B4 BOLTED BEAM CONNECTION B3 BEAM / COLUMN WEB CONNECTION BZ DOUBLE LINE BOLTED BEAM CONNECTION B HSS BEAM TO HSS COLUMN CONNECTION W � a a SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS � � co mmm NOTES: NUMBER OF STUDS PER CAMBER AT MID SPAN 1. ALL BOLTED CONNECTIONS TO BE FULLY FRAMING SYMBOLS LEGEND "STUD SPACING" DETAIL PRETENSIONED PER AISC STANDARDS, EXCEPT AS TOP OF STEEL TOP OF STEEL ELEVATION DESCRIBED IN NOTE 2. 100'-0" SPOT ELEVATION GIRDER SIZE DEVIATION FROM TYPICAL 2. BOLTS IN BEAM CONNECTIONS MAY BE TIGHTENED TO AISC "SNUG TIGHT" CONDITION UPON APPROVAL BEAM BRACE PER Y r W24x55 [20] C 1 1/2" (-10") OF ENGINEER AND OWNER. ----> "BOTTOM FLANGE 3. CONNECTION PLATES TO HAVE AISC STANDARD BEAM BRACE" DETAIL DM CD o l X-SC VC-D ) ROUND HOLES, EXCEPT AS NOTED OTHERWISE. MOMENT OR TENSION 05.15.12 > 4. ALL CONNECTION PLATE MATERIAL TO BE A36, RESISTING CONNECTION KM No. A _� UNLESS NOTED OTHERWISE. 10053 A 5. ©SHOWN ON PLANS INDICATES A "SLIP CRITICAL" PER "MOMENT AND DRAG 3 � - CONNECTION WITH NUMBER OF BOLTS PER THE STRUT CONNECTION" "0D `� U I DETAIL 10053-S5.01.dwg _ " I v MOMENT CONNECTION PER STANDARD BOLTED CONNECTION SCHEDULE, UNO. 1, o to N N V <X �> SHEET mu "MOMENT AND DRAG STRUT N M r THE CONNECTION SHALL HAVE CLASS A FAYING N co U-) CONNECTION" DETAIL SURFACES, UNLESS NOTED OTHERWISE AND BOLTS BEAM PENETRATION TYPICAL STEEL DETAILS u VDECK BOTTOM FLANGE BEAM BRACE PER THAT ARE FULLY PRETENSIONED PER AISC (SIZE SHOWN IN BRACKETS) E SEE "STUD SPAN "BOTTOM FLANGE BEAM BRACE" DETAIL STANDARDS. SPACING" DETAIL2"_j -- —� 6. WHERE X-SC IS SHOWN ON PLANS, X INDICATES <X"xXX"> NUMBER OF BOLTS IN NUMBER OF BOLTS (IF DIFFERENT FROM TYPICAL FULL HEIGHT PLATE CONNECTION PER CONNECTION, IF M BEAM SIZE ❑m "BEAM-TO-GIRDER FULL HEIGHT PLATE DETAIL) OR DOUBLE LINE CONNECTION AND SC 0 DIFFERENT FROM TYPICAL INDICATES SLIP CRITICAL BOLTING PER NOTE 5. CONNECTION" DETAIL SCHEDULE �_ = 7. BEAMS TO BE EQUALLY SPACED BETWEEN DOUBLE LINE CONNECTION BCD � COLUMNS UNLESS OTHERWISE NOTED. N 100'-0" BEAM CONNECTION PER © TYPE PER "DOUBLE LINE o�"M =12-� NC.� M" MRME�" "BOLTED BEAM CONNECTION" DETAIL BOLTED BEAM CONNECTION" sr�T DETAIL Q S5 . 01 STEEL FRAMING SYMBOLS A3SCALE: NTS PERMITSET CL COLUMN 2x BOLT TYP DIAMETER MIN 1" NON-SHRINK 2x BOLT DIAMETER 1/2"TYP GROUT NOTE 2 NOTE 2 GIRDER PER PLAN 1/2"TYP 2x BOLT DIAMETER BEAM PER PLAN. BASE PLATE SIZE BEAM PER PLAN, BEAM PER PLAN, BEAM PER PLAN, COPE BOTH g PER BASEPLATE WHERE OCCURS COPE BOTH WHERE OCCURS FLANGES JMLSCHEDULE _ ___- ] FLANGES _ ___� 3/8 C' ANCHOR BOLTS � - - - - 11 , 1 �`1 1 3/8 I I I I I I I I PER "BASEPLATE pU i `� i 1 3/8 i 0 1 i o 0 �� J D i i i 1 i i = w I I I I I I I SCHEDULE U BOLT HOLES = ; o ; 3/8 Z FULL HEIGHT N U m I I I I I I I I DETAIL �__ L__ STIFFNER z m I I I I I I I I �- �?- - - BOLT DIA __________] Lo � , _________ I Lo PLATE 1/2 s� W I I I I I I I I OVERSIZE PER _ _ PLATE TO MINIMUM AISC I I I I I I I I 1/4 BEAM 0 0 1 1 1 1 1 1 1 1 WASHER SIZE 1 1/4 ,1 FULL HEIGHT 1/2" _ _ 5 TPER AISC A A ALTERNATE _ 1 FLANGE SR"CTU STIFFENER PLATE NOTE 2 ANCHOR BOLT �' �' LOCATIONS FOR N z PLATE TO MATCH _ BOT OF SP-1 SMALL PLATES NOTE 2 WEB THICKNESS `� 340 9 OF BEAM GIRDER PER PLAN W FTG FOR d < 3 FOR d > 3 z VIEW A-A ��EGON �i � NOTES: <SbN 1. DESIGNATION ON PLAN. XPIRES913a�1�'�7iw 2. PROVIDE MAXIMUM NUMBER OF A325-SC BOLTS THAT WILL FIT IN BEAM. DIMENSIONS PER "BOLTED BEAM CONNECTION" DETAIL. CZ BEAM TO GIRDER FULL HEIGHT PLATE CONNECTION SCALE: NTS BASE PLATE SCHEDULE SLIP TYP TOP & TYPICAL tS/2 PL TO COLUMN tS/2 TYP TOP & BOT CRITICAL BOT FLANGES (3/16 MIN) tS/2 FLANGE, TYP tS/2 FLANGES BOLTS TYPICAL 3/4x t S TYP TOP & BOT BASE BASE PLATE SIZE ANCHOR BOLTS CL COLUMN NUMBER AND SLIP CRITICAL FLANGES COLUMN SIZE PLATE txWxL (3/16 MIN) 3/4x t S If If Is ( ) (0 x EMBED SIZE PER BOLTS NUMBER TYPE 2x BOLT L NOTE 2 STANDARD AND SIZE PER FULL HT W18x55 BP-1 1 1/2x10x1'-7" 1"xNOTE 1 DIAMETER MIN BOLTED BEAM + ADD PL SO THAT PL I I + + REFERENCE LP, BASE PLATE SIZE CONNECTION + ' STANDARD REFERENCE THICKNESS + BEAM BOLTED BEAM � , + + + , , + TYPICAL HSS6x6x1/4 BP-2 1x7x1'-0" 3/4"xNOTE 4 PER COLUMN DETAIL Ii FLANGE THICKNESS CONNECTION BEAM /COLUMN+ 1 + + + + + z SCHEDULE DETAIL WEBHSS6x6x5/16 BP-2 1x7x1'-0" 3/41'x0'-8" + + + + + i +BEAM FLANGE CONNECTION HSS7x7x1/4 BP-2 1x8x1'-1" 3/4"x0'-8" JO - —� - + i 1 + THICKNESS. MATCH + 1 1 + + i, : + DETAIL HSS7x7x5/16 BP-2 1 1/8x8x1'-1" 3/4"xNOTE 4 U BEAM STEEL GRADE Is HSS7x7x3/8 BP-2 1 1/4x8x1'-1" 3/4"x0'-8" BOLT HOLES = SEE TYPICAL BOLT DIA + BEAM/COLUMN REFERENCE STIFF PUS EACH SIDE- PUS TOP & BOT WEB OVERSIZE PER STANDARD THICKNESS "ts" TP BE THICKNESS is TO EQUAL CONNECTION AISC BOLTED BEAM 0.75x LARGER BEAM LARGER BEAM FLANGE U) FILL GAP CONNECTION DETAIL FLANGE THICKNESS THICKNESS tf+ 1/8" MATCH NOTES: DETAIL MATCH BEAM STEEL GRADE BEAM STEEL GRADE. i z uj 1. REFERENCE COLUMN SCHEDULE FOR WIDTH (W) LENGTH (L) AND THICKNESS (T) OF a BASEPLATE. REFERENCE STANDARD BOLTED o 2. SIZE WELDS PER AISC MINIMUM FILLET REQUIREMENTS. BP-2 BEAM CONNECTION DETAIL J n 3. ANCHOR BOLTS TO EXTEND TO 4" FROM BOTTOM OF FOOTING. FOOTING ELEVATION BEAM TO BEAM BEAM TO COLUMN FLANGE BEAM TO COLUMN WEB ani VARIES, REFER TO FOUNDATION PLAN. —0 I 0 —* H =— 4. ANCHOR ROD EMBED 30" INTO FOOTING AT GRID INTERSECTIONS C - 6 AND B - 6. NOTES: OTHERWISE EMBED 8" INTO FOUNDATION, TYPICAL. 1. PROVIDE WELD ACCESS HOLES PER CURRENT RECOMMENDATION OF AWS D1.1. O o w w J20 B4 BASE PLATE SCHEDULE / CONNECTION BZ MOMENT AND DRAG STRUT CONNECTIONS �'" � o W CoQ c� SCALE: NTS SCALE: NTS CL � c � FEVISI a 1/4 SHIM PL FLOOR SLAB 1/4 TO L6x6 ROOF K 3/16 2 L4x4x3/8x0'-4" SHIM PL 12"x1'-0" (2) 5/8"QJ 6"OC PER PLAN PER PLAN L6x6 TO ROOF DECK 3/16 2C4 TYP 1/4 TYP 1/4 1/4 2 BEAM PER PLAN zz_ 1/4 1/4 1/4 2 FLANGE ------- Y X-X_ X-X-%-% X-X X X-X % TYP TOP OFI TOP OF o z iii 1/2 6" C4x5.4 - - -- _� STEEL STEEL Ni i� 05.15.12 i i0 i iii U U n �r 1" MAX 3/16 earA NO. m O L8x8x1/2 D � � o ( 2 10053 L4x4x1/4 in x L4x4x1/4 i �1 BETWEEN BEAMS �i iii � U /X\ U) CAM FU n n i L2x2x1/4 BELOW PL 3/8x6x0'-6", GIRDER __ OR JOISTS ;;; " ' DECK, APPLIED O CHANNEL-TO-ROOF STRUCTURE CONNECTION 10053-S5.02.dwg N EACH END n C4x5.4 p slums PER PL 3/8x6x0'-6", iii PERPENDICULAR PLAN EACH END LU TO DECK FLUTES TYPICAL STEEL DETAILS BEAM PER PLAN ADJUST DECK FLUTES AS BEAM PER PLAN, REQUIRED TO ACHIEVE 1/4 2 BEYOND, TYP E TYP (2) 1/2"0 6"OC 3/16 1/4 2 METAL ROOF FOR D=6" TO 24" BEARING ON BEAMS FOR D = 24" TO 96" C4 1/4 2 DECK PER PLAN TYP 1/4 2 NOTES: 1. THESE REINFORCED OPENINGS ARE NOT INTENDED TO SUPPORT MECHANICAL EQUIPMENT. ALL METAL DECK _______ PC IN OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK, PIPING, ROOF HATCHES AND SMALL SHAFTS. ocarmrerrt mu.auu ixc.ru"c1rtaxaeE"vE" N NOTES: 2. HOLES LESS THAN 6" DIA AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT. CHANNEL-TO-CHANNEL CONNECTION sr�r N 1. LOCATE BRACING AT MID-SPAN OF BEAM OR GIRDERS, UNO. 3. WHERE MULTIPLE PENETRATIONS WITH D < 24" ARE LOCATED LESS THAN 3xD CENTER-TO-CENTER, THE OPENING 2. E———DESIGNATION ON PLAN. ARROW POINTS TO BEAM WITH SHALL BE DEFINED BY A RECTANGLE ENCOMPASSING ALL PENETRATIONS NOT MEETING THE 3xD CRITERIA, AND BOTTOM FLANGE BRACE CONNECTION. THE RECTANGLE SHALL BE REINFORCED AROUND AS SHOWN ABOVE. S5 . 02 CL A4 BOTTOM FLANGE BEAM BRACE AZ METAL ROOF DECK OPENING DETAIL SCALE: NTS SCALE: NTS PERMITSET ERECTION BOLTS AND $ $ WELD AS REQD BY JST MFR DECK PER PLAN 1/2 r .n 12 DECK PER 1" MAX PLAN PERJST WIND (UPLIFT) SCHED S I I WIND JST PER 7MIN PER JST CAP PL 1" I 1/2MMIN DRIFT LEFT DRIFT RIGHT PLAN SCHED I I I SNOW LOAD i � DEAD LOAD ERECTION BOLTS AND ;` JST PER1/4WELD AS REQD it PLAN, TYP Rucru BY JST MFR COL PER PLAN PER PLAN ; ; G3 NV P F'pIVI �� DRIFT LENGTH DRIFT LENGTH ;I; STABILIZER PL AND LOADING DIAGRAM STABILIZER PL AND WELD PER MFR OREGON WELD PER MFR RECOMMENDATIONS, RECOMMENDATIONS TYP 'SbN K1� ( XPIRES9130i�'�!?+ COL PER PLAN C2 JOIST TO COLUMN C� JOIST TO COLUMN JOIST LOADING SCHEDULE SCALE: NTS SCALE: NTS FULL UNIFORM LINE LOAD(pl_) TRIANGULAR SNOW DRIFT LOAD UNIFORM LOAD(pl_) ROOF JOIST DEPTH TYPE DEAD LOAD SNOW LOAD DRIFT MAGNITURE(pLf DRIFT LENGTH (pLD DRIFT LOCATION WIND LOAD WIND LOAD(UPLIFT) J1A 34" K 100 280 40 9.2 LEFT 40 100 JIB 34" K 100 280 40 9.2 RIGHT 40 100 J2A 34" K 100 150 60 13.8 LEFT 40 100 2 ,P DECK PER PLAN DECK PER PLAN 1/2" PER JST SCHED J26 34" K 100 150 60 13.8 RIGHT 40 100 PER JST SCHED J3A 34" K 115 170 60 13.8 LEFT 45 115 -1 F--li F--1 F__l F__l F_lfF__lI. r— F__l F__� F__l F-1 F J36 34" K 115 170 60 13.8 RIGHT 45 115 J4A 34" K 110 160 60 13.8 LEFT 45 110 J5A 34"__t K 110 290 40 9.2 LEFT 45 110 ERECTION BOLTS AND WELD AS REQD BY JST MFR MECHANICAL UNIT LOAD SCHEDULE UNIT TYPE POINT LOAD 5 TON 500 lbsLj z 10 TON 1000 lbs a JST PER PLAN ERECTION BOLTS JOIST PER PLAN AND WELD AS REQD BY JST MFR W M BEAM PER PLAN BEAM PER PLAN m n NOTES: z 1. JOIST SEAT DEPTH SHALL BE: 0 c°9 K 4" o w 2. ALL LOADS SHOWN ARE WORKING STRESS/SERVICE LEVEL LOADS. o 3. TOTAL LIVE LOAD DEFLECTION TO L/360 AND DEAD LOAD + TOTAL LIVE LOAD DEFLECTION TO L/240. JOIST TO BEAM JOIST TO BEAM U p D Q < 4. JOISTS SHALL BE CAMBERED FOR DEAD LOAD DEFLECTION. BZ � O c� 5. NO MORE THAN 60% OF THE DEAD LOAD SHALL BE ASSUMED TO ACT WHEN CONSIDERING CASES SCALE: NTS SCALE: NTS co �: WITH WIND UPLIFT LOAD. �nsars 6. JOISTS SELF-WEIGHT SHALL BE ADDED TO THE UNIFORM LOAD FOR JOIST DESIGN. 7. NOT USED 8. REFERENCE PLANS AND DETAILS FOR ADDED LOADING; INCLUDING MECHANICAL UNITS. 9. NOT USED 10. JOIST DESIGNER TO DESIGN FOR ADDITIONAL MECHANICAL UNIT POINT LOAD PER SCHEDULE AT LOCATIONS DENOTED BY '*' ON THE ROOF FRAMING PLAN. THE EXACT LOCATIONS OF THE LOAD MAY VARY BY 3'-0" IN THE PLAN-NORTH AND PLAN-SOUTH DIRECTIONS. DECK PER 1" MAX 11.JOIST DESIGNER TO DESIGN ALL JOISTS FOR ADDITIONAL DEADLOAD POINT LOAD OF 500lbs APPLIED PLAN ANYWHERE ALONG THE JOISTS. ah > C) I 05.15.12 0 JST PER - BM No PER JST m PLAN i SCHED 10053 CAM ME 10053-S5.03.dwg ERECTION I '�TT"`E N BOLTS ANDI I 112" MIN WELD AS READ TYPICAL STEEL DETAILS W JST MFR TYP I I COL PER PLANE a I I I I I I LZ I I E STABILIZER PL AND ADDED STIFFENING ANGLE AT WELD PER MFRL+A— D � POINT LOAD LOCATIONS, PER RECOMMENDATIONS BCRA N 99 JST MFR (FIELD INSTALLED) o s� N 7 Q S5 . 03 A4 TYPICAL DETAIL ROOF JOIST LOADING DIAGRAM AND NOTES AZ JOIST TO COLUMN SCALE: NTS SCALE: NTS PERMIT SET CL CL COL COL L RI L � N SEE DET RI HSS4x4x1/4 COL COL PER PLAN PER A2/S5.11 PER PER PLAN PLAN COL PER PLAN, PLAN ' 1/4" CAP PL T/ PAR_APER STL _ TYP T/ PARAPER STL ROOF DECK NOT "'EL PER EL i --- ------ i SHOWN FOR i i iii DECK WELD AT COL PER i i i ROOF DECK PER CLARITY i i EA FLUTE PER PLAN, TYP iii=__ --- - i i 1/8 PLAN i i ii PLAN, TYP 3/16 HSS5x4X1/4 � a 3/16 1/4 3/16 iii A A i 1/4 DECK WELD AT T/ ROOF STL EA FLUTE PER EL PER PLAN - - - - - - PLAN, TYP 1/4 i - i i iL---- ------ T/ ROOF STL ii i i _-- 1/4 x3 STF PL 3/16 i yrs- - ------- 3/16 - E==_ --- - i -- ----- ---- TOP & BOT i -- -- ---�i iESRU C T U 4f :L EL 121 -10 1/2 --- ------- i --iii 5'-0�1 5 �� ' • !)FS STUDWALL ii i i ------- ' 4' ��w� F,p FRAMING 1/4 HSS5x4x1/4 1/4 340 9 NOT SHOWN ; ; PER D 3/16 i ii L4x4x1/4x0-6 �oREcoNfb COL BRACING FOR CLARITY ii i ET i i i i i 9Y 13 �� AX/SX.XX N K HSS6x6x1/4 3/16 L4x4x1/4x0'-6" 9 SECTION A-A 1/4 SECTION A-A xPlrz�s iso L 1/4 zi 5'-0" 1/4 NOTES: 1/4 1. FOR ITEMS SHOWN BUT NOT NOTED REF B2/S5.11. C4 COLUMNS CONNECTION CZ COLUMNS CONNECTION SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-0" (2) #12 SCREWS CL AT 12"OC BM #10 SCREW, ' 33 MIL TOP TYP ; ; TRACK ; �� , ---r--� ►� i i N SLS VERTICLIP N TOP TRACK ' DECK PER PLA TO MATCH i p u i W/ (2) SCREWS STUD, TYP UNO i ii ii i AT EA STUD AT 48"OC I i i STUD WALL PER SLB VERTCLIP W/ ; " - � PLAN T/ ROOF STL PLAN (3) SCREWS AT i ' i i - i DECK PER PLAN EA STUD � , , � � A3 (� (� S5.11 JST PER PLAN BMP14. P T/ ROOF STL 1 ' -- - 3/32 2-12 EL PER PLAN 2-12 A3 54 MIL TOP S5.11 JST PER PLAN TRACK (n (2) 0.157 0 HILTI , x x x STRUCTURAL z ui PAF AT 16"OC i x ii ii x SHEATHING PER o 8005162-33 SP TO ; 1" VERT ' ' PLAN n MATCH STUD WALL ' SLOTTED SW PER PLAN DEFLECTION NOTES: m _ TRACK 54 MIL 1. STUD SHEARWALL SHALL BE INSTALLED AFTER THE ROOF DECK z HAS BEEN INSTALLED. O j 0 ' x x i x x i Lu K x x p LS STIFF CLIP W/ STUD WALL PER TOP OF SHEARWALL ~ o p w = 0 (3) SCREWS TOi PLAN p3 _ - a EA STUD AT EA O SCALE: 1 1/2" 1 0 STUD AT 48"OC � i � � W&aNs 43 MIL BOT x x x ii ii x x x TRACK STUD CL PLAN WALL PER 0 07-12-12 REVNI (2) #16 SCREWS @12 OC N BM (2) 3/4"0 A325 BOLTS 3/16 BENT PL TO AND FINGER-TIGHTENED CL 3/16 TOP OF JST LOCK W/ JAM NUT, TYP COL (2) 0.157 0 HILT[ PAF AT 16"OC CLCIL WELD DECK TO 1/4" CAP PL, TYP COL GIRT PER a > _ _ ANGLE PER COL 1/2" EL, TYP 05.15.12 o I I BM PER EL, TYP. PLAN TYP eau NM WIDEFLANGE ' ; i DECK PER PLAN T/ COL ______ looss AND TUBE STEEL i i i ------ $— - - 1 ------ EL VARIES PER EL �, AT 'SIM' i ' i 1 ,i 100S5.1 5l.dwg BENT PL 4x4x1/4 COL PER PLAN--,\\ CANOPY CONN COLPER __________ ---------- ---------- s�rm� PER PLAN BTWN JOISTS, PLAN HOLD BACK 1" i L4x4x3/8x0'-6" STEEL DETAILS _________________ AT EA END W/ (2) 13/16"x1" BENT PL 5x4x3/8x ; i i 1/4 HORIZ SLOTTED 1 1/2 43 MIN TYP CONT i --___1/4T73_12 i i 1/4 HOLES, TYP 1/4 L7 T/ ROOF STL ' 1/4 EL PER PLAN i i 1/4 E COL PER ----------------- BCRA PLAN, TYP OUYYXGM Y11I.pp,A 1NL.N1"OIi8 PF8FM40 SIM BM PER EL AT HSS COL AT WIDEFLANGE COL S5 . 11 A4 BUILT-OUT WALL CONNECTION A3 TOP OF BEAM CONNECTION A2 GIRT TO COLUMN CONNECTION SCALE: 1 1/2" = V-0" SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" PERMITSET CL ® 91 RI BM REF 61/S5.12 FOR CONN PER PLAN r 1/4 3/16 6 1/4 3/16 1" MAX T/ STEEL EL PER EL O PL 1/4x4x0'-9" �---- � g I H N ------------ BM PER EL SFx 1" RET 3/16 --------- --- SRU C T U w 5 ti� R AFS ------------ STOREFRONT 34o `�'� y� BM PER SECTION ; PER ARCH OREGON cb �qY 13 � BM PER PLAN <SbN K� XPIRES913two CZ CANOPY CONNECTION Cl CANOPY CONNECTION SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" RI CL BM PER PLAN WALL STUD PER PLAN STIFF PL 1/2 CTR CL ON CLEVIS RI BM 3/16 3-12 RI CL3/16 3/12 PER PLAN BM M BPER EL WALL STUD PER PER I I _ _ T/ STEEL 1/4 PLAN PLAN STIFF PL 3/8 EL PER EL 1/4 I _ _ _ _ T/ STEEL EL PER EL 3/16I 16 I 3/16 L8x8x1/2xCONT I I I I WALL STUD 3/16 I BM PER EL I I ; PER PLAN 3/16 I I I I 1/4 L8x8x1/2xCONT PL 3/8x4x0'-6" I I i i i i (4) SIDES � BM PER EL PL 1/2 I 3/16 NO. 2 CLEVIS W/ T/ STEEL 1/4 0'-6„ CTRD ON 3/4"0 PIN Q Q EL PER E SEE B1/S5.12 1/4 0-6 STIFF PL J n I FOR CONN 3 B1 I I STOREFRONT D cn S5.12 HSS BM PER ARCH m d iT ~ = O O ~ C9 62 CANOPY CONNECTION CANOPY CONNECTION w ? o a S5.12 WIDEFLANGE BM BZ B o SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" O 3: 0 IWASKMI 3/4"0 ROD ' I AT ENDS I C2 --------- S5.12 I A4 Y i T T/ STEEL BM PER PLAN CL -------- - - - - ----------------------------------------;-----�-- ; EL PER EL B RI WE ' — — — — — — — 05.15.12 mm No. m -------- ---------------------------------------- ----- -- 1 C1 � 10053 S5.12 ro ro a Z aoo as r� c g 10053-S5.12.dwg N_ N_ a SHITT mu M STOREFRONT MITER AT 45 U U w " STEEL DETAILS 2 BM PER PER ARCH PARTIAL PLAN 45E 0 C-12x20.7 E 0 M I PER PLAN RICR 1�1 eMi N 1/8 OCCPYR'GM ID13-BCRA INL..LLLPo4X3 RFSFINFD O SHM N Q S5 . 12 A4 CANOPY SECTION AZ CANOPY PARTIAL PLAN SCALE: V = 1'-0" SCALE: 1/2" = 1'-0" PERMIT SET 8 $ W I� � yyl N C b � b U 4 � 6 SE& � 340 .r` OREGON b � �9Y 13 � �N K�1� XPIRES91301-1y CL CL HSS 4x4x1/4 REF BIM BM A2/S5.11 FOR END CONN --------------- ii CAP PL 1/4 II II ROOF DECK PER lu II 1/4 II _ --------------------- ` �I 1/4 PLAN DECK WELD PER 1"ff PLAN @ 6"OC II II MAX --- --- -- --- -------------------- --- - ------ ---- -- lu I I I --- --------------------- --- - --- II II I II II I II II I w II I n I,I I _------------------------------ r— I 51.0" PL 1/4x6x5'-0" ii CTR ON HSS II �I II it II �I 1/4 HSS5x4x1/4 ii 1/4 3/16 4-12 U) 3/16 4-12 ii L4x4x1/4x0'-6" z > it a SEE C4/S5.11 z FOR CONN — SEE C4/S5.11 FOR CONN COL PER PLAN m o co m HSS6x6x1/4 O 0 w O B 1 COLUMN BRACING w Q o o D a SCALE: 1 1/2" = 1'-0" w O ANGLE PER CL 07-12-12 REVM1 COL PER BM CL PLAN, TYP BM PLAN ROOF DECK PER PLAN 1/4 4-12 NOTE 1 CL i BM PER PLAN ROOF DECK 1/4 4-12 ROOF DECK BM L4x4x1/4 BENT PL 1 PER PLAN,TYP PER PLAN T/ STEEL BETWEEN JOIST EL PER EL TYP, HOLD ---- o __ _ _ - SHORT 1" FROM T/ STEEL DAM 3/32 3-12 BM PER PLAN --------------- - - - - - - - ----------- EL PER PLAN C) ---- -------- JOIST AT EA END I I i I 05.15.12 CD 3/32 3-12 ------------- ------------ I Q eaa Ho ------------ BOTTOM $— - - - - -T/ STEELI I ' 10053 m 54 MIL TOP FLANGE BM 3/16 4-12 EL PER PLAN TRACK I BRACING PER ROOF JOIST ME 3/16 4-12 _ _ _ -T/ STEEL ' ' ' O O0 ' TYP DET EL PER EL I I I Q 10053-S5.13.dwg I I I SFEET 71RE J STRUCTURAL NP i i i O STEEL DETAILS SHEATHING 3/16 THRU PL PER __--------- PER PLAN TYP DET I I BM PER PLAN PL THICKNESS, E l i SW PER PLAN i i BOLTS, AND I I WELD PER TYP BOLTED BEAM BC� CONNECTION o<romxxrt xuu.eayixc. aicxre xESExreo DET. THRU-PL sir N NOTES: NOTES: NOT REQD 1. STUD SHEARWALL SHALL BE INSTALLED AFTER THE ROOF DECK 1. AT ANGLE ENDS PROVIDE FULL PENETRATION WELD FOR HAS BEEN INSTALLED. CONTINUITY. S5 . 13 A4 SHEARWALL TO BEAM CONNECTION A3 ROOF CHORD AZ BEAM TO DECK Al BEAM TO HSS COLUMN SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" PERMITSET TRACK BLKG PLACED AS REQ @ ENDS OF WALLS AND @ 8'-0"OC MAX. CLIP FLGS AND BEND AS SHOWN WITH (2) #12 SCREWS TO EA STUD OR PROVIDE 16 GA CLIP ANGLE W/ (2) #12 SCREWS TO EA LEG #10 SELF WALL STUD, TYP TAPPING SCREWS @ e WALL INTERSECTION 12"OC, TYP g 1-- N WALL STUD, TYP sm 13cru q ` #10 SELF TAPPING �''�� 340 SCREWS @ 12"OC, TYP 1 1/2"x20 GA CONT STRAP ES OFOREGON b WALL W/#12 SCREWS TO EA STUD 3 AND (4) #12 SCREWS TO BLKG, WALL CORNER SPACE STRAPS EQUALLY OVER xPlrzes9�sli o� ell HEIGHT OF WALL @ 4'-0"OC, MAX WALL STUD, TYP WALL END CZ FLAT STRAP LATERAL BRACING C� WALL CORNER AND END DETAIL SCALE: NTS SCALE: NTS HEADER PER TYP DET SPLICE TRACK JAMB STUDS PER TYP DET WALL STUD #12 SELF TAPPING SCREWS TRACK MIL TO BUILT-UP PER TYP DET @ 12"OC AS SHOWN, TYP MATCH STUD JAMB STUDS 68 MIL PER SCHED TRACK, TYP 70PNG BUILT-UP HEADER UNPUNCHED PER SCHEDULE #12 SCREWS @ JAMB 68 MIL TRACKTO MATCH STUD 54 MILx2"x2" ANGLE WIDTH BEYOND HEADER CLIP W/ (3)#12 \ / SCREWS EA LEG, TYP JAMB STUDS II I I \ / OPENING STIFF CLIP HE-43 WIDTH HEADER JAMBHEADER ; AS MFRD BY THE / \ (2) STUDS TO MATCH STEEL NEWORK -- -------- - UP TO 4'-0" (2) 600S162-43 TYP WALL STUD SIZE +++ ( ) R W EW AND GAUGE ++;+$ PATTERN ES / \ 1 1/2" TRACK TO MATCH THICKNESS __________ _++1+++ Z uj OF WALL STUDS 0 0 I I z I I � N X 41 I r FLAT STRAP BRACING AND I ai STRAPPING PER TYP DET OPNG w #10 SCREW ES AT STUD TO TRACK NOTES: HEADER / JAMB m o° WIDTH w 3/8"0 ANCHOR ROD @ 8" OC 1. JAMB STUDS ARE TO BE CONTINUOUS AND SHALL EXTEND THE FULL HEIGHT OF THE WALL. CONNECTION � � z `v EMBED 4" MIN 2. CONNECT JAMB STUDS AT BOTTOM AND ALONG THEIR LENGTH PER TYPICAL "JAMB CONNECTION" DETAIL. O w J00 B4 FRAMING ELEVATION BZ OPENING FRAMING w � Qo CoQ c� SCALE: NTS SCALE: NTS 0 � ~ FEMW A-A 1"TYP 11/2"TYP (2) ROWS OF (4) #12 SCREWS, w,s TYP 05.15.12 0 > (1) ROW OF (4) M Na. #12 SCREWS, 10053 m - -- NS, FS, TYP CAM FllE ___ _ I v 10053- 6.01.dwg 12" SPLICE STUD; TRACK EQ EQ SIZE TO MATCH TYPICAL COLD-FORMED SPLICE WALL STUDS, I THK TO MATCH STEEL FRAMING DETAILS TRACK E WALL PER PLAN 0 M IRCTZA 99 N OCCWPIOM 303-BfAAINC/11Po61114 RE4FINEO C) SIM N a SECTION A-A S6 . 01 WALL TRACK SPLICE 0 A2 SCALE: NTS PERMITSET Imm 8 $ WALL STUD, TYP CLIP FLANGES AND BEND AS SHOWN WITH (2) #10 SCREWS TO EACH FLANGE EACH STUD 33 MIL TRACK BLOCKING AT n Y MAXIMUM JAMB STUDS STRAP C WALL STUDS W-0" MAX 8'-0" MAX LOCATIONS WITHLj HEIGHT — #10 SCREW @ DEPTH TO @ 16"OC @ 24"OC OPENING OPENING r LL 16"OC, TYP, LINO + + MATCH STUDS v 55OS162-43 550SI62-54 (2) 5505162-43 (2) 5505162-43 + + + + + 1+1 AT 8'-0"OC MAX WALL INTERSECTION 25'-0" 60OS125-43 -- (2) 6005125-43 (3) 60OS125-43 HORIZONTAL 60OS137-33 -- (2) 6005137-33 (3) 6005137-33 L ... #10 SCREW EACH N 60OS162-33 -- (2) 6005162-33 (2) 6005162-33 SIDE, TYP (5) #10 SCREWS sEa I 6005200-43 (2) 60OS200-43 (2) 60OS200-43 #10 SCREW @ 16"OC TYP, LINO AT STRAP TO WALL STUD, BLOCKING WALL STUD, TYP33 MILx1 1/2" CONTINUOUS STUD RUCTU ' TYP #10 SCREW @ STRAP EACH SIDE OF WALLAT 5� eo_Po 16"OC, TYP, LINO 4'-0"OC, NOTE 1 N A Fl 4z" � 1340 'P 9 GWB, TYP NOTES: �... 1. WALL BLOCKING / STRAPPING NOT REQUIRED WHERE FULL HEIGHT GWB OCCURS ON BOTH SIDES OF THE WALL. WHERE WALL IS SHEATHED WITH FULL HEIGHT GWB ON ONE SIDE ONLY, BLOCKING OREGON WALL END WALL CORNER IS REQUIRED WITH STRAPPING ON THE SIDE OF THE WALL OPPOSITE THE GWB. CONNECT GWB �� TO BLOCKING WITH (5) #10 SCREWS. 2. GWB SHALL BE INSTALLED WITH #6 SCREWS @ 12"OC MAX TO STUDS WHERE OCCURS, UNO. x ift�ygisal�l� 3. STRAP SHALL BE INSTALLED TAUT. NOTES: 4. WHERE REQUIRED, STRAPS SHALL BE SPLICED AT BLOCKING LOCATIONS AS FOLLOWS: OVERLAP 1. FASTEN GWB TO STUDS WITH #6 SCREWS AT 12" MAX, LINO. STRAPS 12" (MIN) AND SECURE TO BLOCKING WITH (5) #10 SCREWS THROUGH BOTH STRAPS. TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL C4 COMPONENT SCHDULE CZ WALL ENDS, CORNERS AND INTERSECTIONS C� STRAPPING / BLOCKING SCALE: NTS SCALE: NTS SCALE: NTS A-A TOP TRACK 362T150-33 OR 600T150-33 + + SIMPSON L30 SIMPSON L30 A-A WALL STUD PER SCHEDULE JAMB STUDS JAMB #10 SCREW EACH SECTION A-A STUDS (2) ROWS OF #10 TRACK AND STUD SCREWS @ SIDE EACH STUD FLG SHOWN CUT B_B + 12"OC, TYP BACK FOR CLARITY + CONCRETE FILLED METAL + DECK OR CONCRETE SLAB JAMB STUDS HEADER + + SIMPSON L30 362T150-33 OR + INSTALL PER 600T150-33 HEADER TRACK, + L + + NOTE EXTENDING SECTION A-A TYP FROM TOP OF (4) #10 SCREWS, FASTENERS PER NOTE 1 SECTION B-B HEADER TO EACH SIDE U) BOTTOM TRACK B-B BOTTOM OF WALL (2) ROWS OF (4) (� #10 SCREWS z uj NOTES: a NOTES: 1. PROVIDE HILTI X-U POWDER-ACTUATED FASTENERS (PAPS) WITH 3/4" z SIMPSON L30 J 1. CONNECT TO JAMB STUDS WITH (2) #10 SCREWS. CONNECT TO MIN EMBEDMENT AT 24"OC, OR ENGINEER APPROVED EQUIVALENT. _ N CONCRETE THROUGH THE BOTTOM TRACK WITH (2) HILTI X-U PAFS #10 SCREWS @ 2. PAF'S SHALL NOT BE INSTALLED WITHIN 3" OF EDGE OF CONCRETE. Z) U M WITH 3/4" MIN EMBEDMENT OR ENGINEER APPROVED EQUIVALENT. (2) ROWS #1012" EACH SIDE TYPICAL DETAIL PARTITION WALL m d C4 2 FOR EMS SHOWN BOSEE TYPICAL OT OTLNOTED.ER AND SILL CONNECTIONS DETAIL SCREWS 6 OCWSTG GER BOTTOM OF WALL CONNECTION o cml TYPICAL DETAIL PARTITION WALL Rows SCALE: NTS 0 o B4 JAMB / STUD CONNECTION ------ w � Qo D o a SCALE: NTS TOP OF WALL �� __ ., TOP TRACK a U) SECTION B-B BRACING PER PER NOTE 1 MUM HEADER CONNNECTION SCHEDULE COMPONENT WALL STUDS 3" MIN 1 1/8" MIN TYPICAL DETAIL PER OR �� , TOP OF WALL COMPONENT JAMB SIMPSON L30 DEFLECTION TRACK SCHEDULE ----------------------- DEFLECTION + CONNECTION PER i �� HEADER TRACKS TRACK TOP TRACK STUDS TYPICAL DETAIL PER NOTE 2 DEFLECTION ASSEMBLY SPLICE, STRAPPING / Y TRACK LOCATION IF BLOCKING PER NOTE 3R PER o ASSEMBLY (2) ROWS OF TOP TRACK, TYP READ TYPICAL DETAIL \ / + + JAMB STUDS °1E / PER 05.15.12 > (2) ROWS #10 AT 12COCWS EQ EQ TOP TRACK, TYP COMPONENT eau NM SCREWS AT 12"OC dam+ \ 10053 o DEFLECTION B 8 + ILL TRACK HEADERANDSILL X SCHEDULE CONTINUOUS 54 MIL PLATE w o + + + + ++ + + SILL AND WALL n� BELOW WHERE 3 WITH FASTENERS EACH TRACK: 54 MIL ; - -) CONNECTION OCCURS 1oos3-ss.o2.dw 9 o + +i+ + ++++ + + WALL STUD DETAIL i – �� SILL TRACK �"�'"� SIDE PER NOTE 1 z ¢ THICK AT FLOOR 3" iv 68 MIL AT ROOF EQ EQ + i 54 MIL PLATE 54 MIL PLATE BOTTOM OF WALL PER NOTE 2 MIN 1 1/8" MIN WITH (8) # 10 WITH (10) #10 TRACK PER HEADER CONNECTION i `� �. BOTTOM TRACK TYPICAL COLD-FORMED ? SCREWSCONNECTION SCREWS PER TYPICAL y PER NOTE 1 STEEL FRAMING DETAILS EN z = DETAIL �� _ �� 7REF TYPICAL JAMB STUD . . TOP DEFLECTION TRACKWALL #10 SCREWS @ 12"OC NOTES: CONNECTIONS DETAIL E ASSEMBLY TRACK GWB 1. TOP AND BOTTOM WALL TRACKS TO BE 362T150-43 OR 600T150-43 WITH DEPTH TO MATCH WALL M #10 SCREW AT 6" OC DEFLECTION TRACK SECTION C-C STUDS. NO SPLICES ARE ALLOWED IN TOP TRACK EXCEPT AT CROSS WALLS OR TOP OF WALL �� STAGGERED ASSEMBLY WALL CORNER WALL INTERSECTION BRACING LOCATIONS; SEE TYPICAL TOP TRACK CONNECTION DETAIL. METAL DECK 2. HEADER AND SILL TRACKS TO BE 362T150-43 OR 600T150-43 WITH DEPTH TO MATCH WALL STUDS 0CWM6K 2013-HC. M.�"G„rs„ME, G FOR OPENINGS LESS THAN OR EQUAL TO 8'-0" IN WIDTH AND WALL HEIGHTS LESS THAN OR SHM N SILL CONNECTION EQUAL TO 16'-0". 3. HEADERS TO BE (2) 600SI62-33 FOR OPENINGS LESS THAN OR EQUAL TO 8'-0" IN WIDTH AND WALL HEIGHTS LESS THAN OR EQUAL TO 16'-0". S6 , 02 TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL A4 TOP WALL DEFLECTION TRACK CONNECTION A3 TOP TRACK CONNECTION @.HEADER AND SILL CONNECTION Al ELEVATION SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS PERMIT SET WATER SUPPLY INFORMATION: FIRE SPRINKLER GENERAL NOTES: 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL PROVIDE FLANGE WALL TYP ANY FIRE SPRINKLER SYSTEM UNDERGROUND GENERAL NOTES OBTAINED FROM: PACLAND CONNECTION AT LOCATION: SOUTHEAST OF THE PROJECT SITE ON THE SOUTH BE IN ACCORDANCE WITH NFPA 13 AND NFPA 24. SYSTEM SHALL BUILDING SIDE OF RISER FINISHED GRADE TYP PIPING (SITE MAIN, FIRE PUMP SUPPLY / 'j)ql DISCHARGE SIDE OF SW HERMOSA WAY THEALSOREQU REQUIREMENTSMEET OFTHE AUTHORITYLE BUILDING HAVINGJURISDICTIORE CODES N PROVIDE MINIMUM OF 2" ,~ CONNECTIONAP PING ND ETHAT S DEPARTMENT INSTALLED BY 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC O0 DATE: 12/21/2011 DIP, TAR AND WRAP, ) H N STATIC PRESSURE: 126.9 PSI AND INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID CLEARANCE ON ALL SIDES PER NFPA 24 TYP ANY CONTRACTOR (PARTICULARLY SITE, FEET PER HOUR (CFH) IS BASED ON A HEATING �,W E RESIDUAL PRESSURE: 102.9 PSI AROUND UNDERGROUND (0 PLUMBING OR FIRE SPRINKLER THAT STUBS VALUE OF 1000 BTU PER CUBIC FOOT AND will z 3 WATER FLOW: 2564 GPM SUBMITTAL. ENTRY PIPE. OPTIONAL PIPE .. TIE RODS UP INSIDE OR OUTSIDE A BUILDING OR FIRE SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL = e 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL SLEEVE SHALL BE A MINIMUM '' �`' PER NFPA 24 D. N d PUMP ROOM, ESPECIALLY THROUGH A UTILITY FOR EXACT LOCATION AND SIZE OF GAS =� THE ABOVE WATER SUPPLY INCLUDES THE DEDUCTIONS FOR INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, 2 NOMINAL PIPE SIZES CIPS GASKETED CONCRETE SLAB SHALL HAVE THE FINAL METER, GAS PRESSURE, SIZE AND TYPE OF >q m ,apo i m PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH LARGER THAN UNDERGROUND s' COUPLING FOR POINT OF CONNECTION FLANGE INSTALLED PIPING AND VALVES REQUIRED FOR CONNECTION Wz ELEVATION DIFFERENCE BETWEEN TEST AND FINISHED FLOOR r. « =W m ELEVATION. IT DOES NOT INCLUDE BACKFLOW PREVENTER OTHER TRADES. ENTRY PIPE. ALLOW FOR CONNECTION TO PVC WITH THE "2 - HOLE METHOD". THIS FLANGE TO METER. VERIFY CORRECT GAS PRESSURE LOSSES OR THE REQUIRED 5 PSI SAFETY FACTOR. INSTALLATION OF TIE RODS OR DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE FINISH DOWNSTREAM OF SERVICE REGULATOR AFTER GAS 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO WITHIN CLEARANCE AREA. GRADE / FLOOR IN EACH CASE SO THE BOLT UTILITY COMPLETES INSTALLATION. LACK OF COORDINATION AND TO MEET AUTHORITY HAVING FILL GAP WITH MASTIC o RESTRAIN UNDERGROUND M HOLES ARE ALIGNED N THAT FITTINGS, 2. SANITARY SEWER PIPING SHOWN IS BASED ON FIRE SPRINKLER PLAN NOTES: JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO PIPE TO RISER WITH TIE VALVES AND EQUIPMENT MAY BE BOLTED TO O1 REFER TO CIVIL FOR CONTINUATION ADDITIONAL COST TO THE OWNER. AMES IN-BUILDING RISER '-: RODS PER NFPA 24 THESE FLANGES IN A MANNER THAT RESULTS 1/4" PER FOOT FALL FOR ALL PIPING 2 1/2" SHALL BE INSTALLED PER TO FIRE LINE. REF IN A SQUARE ALIGNMENT WITH THE AND SMALLER AND 1/8" PER FOOT FALL FOR 4. PROVIDE MINIMUM ORDINARY HAZARD GROUP 2 DESIGN CRITERIA MANUFACTURER'S REQUIREMENTS ADJACENT WALLS AND FLOOR. ALL PIPING 3" TO 6". COORDINATE BUILDING 2 TO FIRE DEPARTMENT CONNECTION CIVIL PLANS FOR Q (0.20 GPM/SF OVER 1500 SF HYDRAULIC REMOTE AREA) SU. THROUGHOUT BUILDING UNLESS REQUIRED OTHERWISE. INCLUDE THRUST BLOCK PER NFPA 24 OPTION B CONTINUATION TYP SEWER LOCATION AND INVERT ELEVATION WITH O3 INSTALL SPRINKLER BRANCHLINES ABOVE THE BOTTOM CHORD HOSE ALLOWANCE AT BASE OF RISER. TO UNDISTURBED SOIL TYP CIVIL DRAWINGS. OF THE JOISTS. z 3. INSTALL VTR'S A MINIMUM OF 24" FROM 5. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH RISER ASSEMBLY ® INSPECTORS TEST VALVE LOCATION. CONNECT TO 90' PARAPET WALL AND A MINIMUM OF 10 FT. FROM e8463 )F ROfNFPA 70. FLOOR N 0- OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT. FSHYDRAULICALLY REMOTE POINT. ROUTE TO BUILIDNG w E SiEXTERIOR AND DISCHARGE ONTO CONCRETE SPLASH BLOCK. 6. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT-PRODUCING z 4 Fq 02PROVIDE MINIMUM OF 2" WALL TYP 4. INSTALL CONTINUOUS SEALANT JOINT AT ALL9�SOURCES WITH NFPA 13. CLEARANCE ON ALL SIDES 0 0 EXTERIOR WALL PENETRATIONS. 9 O5 PROVIDE WET SPRINKLER SYSTEM THROUGHOUT ENTIRE AROUND UNDERGROUND ' '' BUILDING. FINISHED GRADE TYP 0 0 7. DO NOT CONNECT TO UNDERGROUND SUPPLY UNTIL PROVIDED ENTRY PIPE. OPTIONAL PIPE 90' 5. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF WITH WRITTEN DOCUMENTATION THAT PIPING HAS BEEN FLUSHED SLEEVE SHALL BE A MINIMUM ' ` ` 2 AND PRESSURE TESTED IN ACCORDANCE WITH NFPA 13. DIP, TAR AND WRAP, EDGE AND/OR PARAPET WALLS. OL OREGON ry� 2 NOMINAL PIPE SIZES S ER LARGER THAN UNDERGROUND �: PER NFPA 24 TYP 6. PROVIDE START-UP ASSISTANCE FOR ALL q 8. FORWARD COMPLETED CONTRACTOR MATERIAL TEST ENTRY PIPE. ALLOW FOR " RESTRAIN UNDERGROUND GAS-FIRED UNIT HEATERS. COORDINATE CERTIFICATES TO THE OWNER. INSTALLATION OF TIE RODS PIPE TO RISER WITH TIE ADJUSTMENT OF REGULATORS WITH SET-UP WITHIN CLEARANCE AREA. z RODS PER NFPA 24 THREADED PVCEXTRA HEAVY DUTY PERSONNEL TO ENSURE CORRECT GAS FLOW EXPIRES 1213112013 9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FILL GAP WITH MASTIC CLEANOUT PLUG FRAME AND COVER PRESSURES FOR PROPER OPERATION OF ALL DRAIN / CLEANOUT SCHEDULE TIE RODS PER NFPA 24. o o CI FIRE LINE. REF EQUIPMENT. "� CIPLANS FOR GRADE SURFACE AWAY MARK DESCRIPTION MJ 90 ELBOW (1/4 BEND) o CONTINUATION TYP FROM CLEANOUT 1" IN GRASSY AREA MANUFACTURER MODEL NUMBER MEGALUG OR EQUAL RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO-HUB ROOF DRAIN WITH CAST OR DUCTILE IRONa 0" IN PAVED AREA DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), THRUST BLOCK PER NFPA 24 SUMP RECEIVER, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM RDs. TO UNDISTURBED SOIL TYP OPTION A 4" MINIMUM 2500 PSI UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP-SET INSTALLATION. FIRE LEAD - IN CONCRETE COLLAR PORTLAND CEMENT <= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN 2100-EB ADJUSTABLE HEAD CO/ THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR NTS 08.26.11 F22-0 12" 12" WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS. ZURN Z1470 Z1469 SIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472T JOSAM 58540 58600 WATTS CO-590-RD WADE 8590 (8480R) 3 YARD CLEAN 0 U T YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE-FLANGED HOUSING, AND EXTRA HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL-PROOF SCREWS. NTS 04.29.11 MP11 ZURN Z1449 Z1474 MIFAB C1230 C1300-MF JAY R. SMITH 4250 JOSAM 58850 WATTS CO-300-MF CO-380 WADE W-6000 W-8300-MF 10, I I 98'-0" i 90'-6" I I I I I , 86'-5 i 85'-5" r I I I I I I 0 3" D MESTIC WATER REF CIVIL z � 25 -0" _ AND 8I' FIRE SERVICE OINI 1 GAS METER ( I I I I I A ENTRANCES REF CIVIL wV ' I ' 500 CFH TOTAL LOAD ' ___.___ ______.____ _...._._.________.._._._._ ' o I I REGULATE TO 5 PSIG I I I I I I t I 3 VENT J BELOW 6" YCO I I I I I I I I I I I I GRADE c I I I I I o REF 3— M1 I —._ ._------- --. . ..._ IE 91.50 _. . . __.. _c. ---------- REF CIVIL m — I J i' 3/4"' UH3 CA4WA ERi IK 3/4" I 8'-0"AFF. SET I LINE AT 18 AFF / I I I o i SAMPLING PORT >> THERMOSTAT Wfj�____ i WITH 6" YCO 2 1/2" GAS VO '_- 1 °' i AT GRADE 6„ (- ' THROUGH WALL 12" � ` I I I TO 60'F SPRINKLER iMOUNTING ELECTRICAL I BELOW ROOF AND I I I I i W w ROOM r BRACKET I CAP SANITARY PIPES SS SS N DOWN TO METER i L7. 5' INSIDE OUTLOT 3/4„ I I I I II I I I BUILDING NOFW4 LGW I 4„ b ----- b Y 4„ 0 z I I I I I I i I I 3/4 I J �, W REGUL TOR I 1500 GALLON REF b M2 � w O T — —�.. �-_. �. 1'-8" 1 -8 REGI�LATOR REF 5-M2 0 a ABOVE OOF GREASE U o > REF 8+M2 I I I I I I I INTERCEPTOR � 1" GA UP I I I I I FINISHED FLOOR ELEVATION = 100.00' i i AB Vg ROOF REMS,M REF18-M2 THRU ROOF _ L I YCO `` 1 1" GAS UP 5-M2 YCO 4 L SS- REFI I SFV I I I I I I I I I EFV __j THRU ROOF L DOWNSTREAM u _ _ 1500 GALLON p T_ OF-EFV_ __: ��_FLUE THRU _. _-_.__. _ .._.._ __ . -_.___ __ ..___. _..___ _�_ _._ .__.. __ -_..._._.-_..._ _._ _. _ , . .___ .. __ . ..____._ ._®_.__ __ ..____-_ ._ --_--•_.__ __-__-___®_-__�_ g----�_ - -.__-®....w_-_. _- 7�3 -1-1/4" -- FLUE THRU DOWNSTREAM ROOF TYP r'- -' T OVTR ROOF TYP 3 I I I 3 I i 3 I I I 7�� OF EFV GREASE OI 3" VENT UH1 REF 6-M2 5 5 5 (5 REF 6-M2INTERCEPTORBELO�NUH2 12'-0"AFF21REF 5-M2 o-J GRADE UH1 12 -0 AFF4„ SET THERMOSTAT ITO 60' SET THERMOSTAI �� TO 60' 1 YCO GW REF 7-M2 ( ( I I I I i I REF 7-M2 I 01.06.12 REF 3-M1 BCRA NO. TYP i 01DD FILE I I I I i 1 I I I I I REFERENCE ONLY SHM`TME I 318COAFFT ' 3 ROUTE GRAVITY ROOF i 3" CO AT I I 3" CO AT 3" CO AT I MECHANICAL ' NOT APPROVED WITH THIS PERMIT 18'AFF I I ( 18"AFF I ( 18 AFF IAND DRAIN WITHIN JOIST J 3' UP TO ROOF SPACE. SLOPE PIPING I I 3" RD1 ( ( I 3" RD1 ( I 3" RD1 I PLUMBING E TYPDRA( OF D41 AT 1/2"/FT TYP i �A r PLAN - I 4 INI I I-i I ..____ _.__ ___ ________ ._� I L------_-___.____.__ r_I i J-1 I J-1 I I J-1 I 29'-2" 32'-10" I J MECHANICAL F LOOR PLAN M 1 N 1 Li 0 z w NATURAL GAS PRESSURE REGULATOR SCHEDULE ELECTRIC UNIT HEATER SCHEDULE MECHANICAL SYMBOLS MANUFACTURER MARK AREA SERVED MANUFACTURER ELEC HEAT VPH Z NOTES Z)NI OUTLET SENSUS METERING SYSTEMS - INVENSYS - EQUIMETER FISHER ITRON MODEL KW VAIm g PRESSURE CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE *SPRING MINIMUM UH3 SPRINKLER ROOM QMARK MUHO5-81 5 208/1/60 OUH1 THERMOSTAT {yW SETPOINT RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE MARKEL F2F5105 Lu m u WC CFH INCHES IN WC IN CFH INCHES IN WC IN CFH INCHES IN WC IN WZ m ^ 7 0-520 143-80-2 3/4-31/4 5-8.5 5/16 0-215 HSR 3/4-3/4 6-8 3/16 0-575 B-42R 3/4-1 5.5-9 1/2 x 9/16 GENERAL INFORMATION (ALL UNITS): PLUMBING SYMBOLS z� � v 521-715 143-80-2 1-1 5-8.5 5/8 216-425 HSR 3/4-3/4 6-8 3/8 576-880 8-31R 1 1/4-1 1/4 4-9 1/2 1. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS Ngo s M 716-1100 243-8-2 1 1/4-1 1/4 5-8.5 1/2 426-1050 S-202 1 1/2-1 1/2 5-9 3/8 881-1920 B-34SR 2-2 6-9 7/8 x 1 UNLESS NOTED OTHERWISE. =L" m� - 1101-2150 243-8-2 1 1/2-1 1/2 5-8.5 1 1051-2300 S-202 1 1/2-1 1/2 5-9 3/4 1921-3950 B-34R 2-2 5-8 7/8 X 1 2. PROVIDE FACTORY INSTALLED UNIT MOUNTED THERMOSTAT. SS SANITARY SEWER 2151-4700 243-12-2 2-2 5-8.5 1 1/4 2301-4500 S-202 2-2 5-9 1 3/16 11 0-375 243-8-2 1 1/4-1 1 4 6-14 1 4 0-175 HSR 3/4-3/4 10-12.5 3/16 0-439 B-42R 3/4-1 8-14 1/2 x 9/16 08.26.11 -GW- GREASE WASTE 376-1175 243-8-2 1 1/4-1 1/4 6-14 1/2 176-330 HSR 3/4-3/4 10-12.5 3/8 440-674 B-31R 1 1/4-1 1/4 8-12 1/2 0 1176-2175 243-8-2 1 1/2-1 1/2 6-14 1 331-950 S-202 1 1/2-1 1/2 10-12.5 3 8 675-1674 B-34SR 2-2 8.5-12.5 7/8 X 1 CONTRACTOR SHALL FURNISH AND INSTALL -ST- STORM SEWER 2176-4500 243-12-2 2-2 6-14 1 1/4 951-2300 S-202 1 1/2-1 1/2 10-12.5 3/4 1675-3564 B-34R 2-2 6.5-13 7/8 X 1 PROCEPTOR MODEL GMC 1500 IPC 2301-3350 S-202 2-2 1 10-12.5 1 3/16 CONTACT: QUOTATIONS DEPARTMENT BAFFLE GREEN TURTLE AMERICA ® OVERFLOW ROOF DRAIN LINE 2709 WATER RIDGE PARKWAY, SUITE 410, MANUFACTURER'S sEk GENERAL INFORMATION (ALL REGULATORS): CHARLOTTE, NC, 28217. 1-877-428-8187 24" COVER, GASKETED - DOMESTIC COLD WATER 1. MINIMUM INLET PRESSURE, 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. AND AASHTO H-20 2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER BEFORE ORDERING. CAPACITIES VARY BETWEEN MANUFACTURERS. LOAD RATED TYP 3. PROVIDE WITH INTERNAL RELIEF VALVE. VENT PORTS - - - - - - - - PLUMBING VENT 0:39PE FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. ITYP OF 2 GAS PRESSURE REGULATOR INLET �� OUTLET CONTACT INFORMATION: SENSUS-SENSUS METERING SYSTEM: 1-800-375-8875; FISHER-VINSON PROCESS CONTROLS: 1-888-217-5428; ITRON-MIDWEST GAS EQUIPMENT, INC: 1-877-962-8808. I G ELBOW - TURNED DOWN Z o 05.29.09 MANUFACTURER'S YCO, HOLD TIGHT �- ELBOW - TURNED UP �OLFO�EGON ,LP EXTENSION COLLAR ER TO SUIT DEPTH TO INTERCEPTOR GAS UNIT HEATER SCHEDULE OF INTERCEPTOR TYP OF 2 MANUFACTURER'S TEE - TURNED DOWN MARK AREA SERVED MANUFACTURER GAS HEAT 96 24" COVER, GASKETED EXPIRES 12/312013 MODEL INPUT MBH YCO & INSPECTION PORT TYP OF 2 AND AASHTO H-20 TEE - TURNED UP UNION INSTALL PIPING SHOWN IN THIS UH1-UH2 OUTLOT BUILDING REZNOR / UDAP-250 250 LOAD RATED TYP DETAIL TO AVOID CONFLICT WITH MODINE / PDP250 250 SLOPE PAVEMENT 0 ROOF DRAIN/OVERFLOW ROOF DRAIN TEE W/CAPPED UNIT INTERIOR ACCESS FOR LENNOX LF24-250A 250 OR GRADE REINFORCED CONCRETE 1/8" PRESSURE INSPECTION AND/OR MAINTENANCE AWAY FROM SLAB RELIEVING SLAB REF STRUCTURAL -0 YCO YARD CLEANOUT GAUGE CONNECTION GENERAL INFORMATION (ALL UNITS): PRESSURE REGULATOR 1. ALL UNITS ARE 115V, 1 PHASE, 60 HERTZ WITH 24V CONTROL TRANSFORMER. CONNECT TANK YCO, HOLD TIGHT �I WCO/CO WALL CLEANOUT/CLEANOUT INSTALL MIN 18" ABOVE ROOF WITH RELIEF TOP VENTS (2) 2. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS TO VENTING SYSTEM TO INTERCEPTOR VENT FACING IN THE DOWN POSITION TYP OF 2 REF GAS PRESSURE REGULATOR SCHEDULE UNLESS NOTED OTHERWISE. r---I 3. PROVIDE 60 DEGREE DISCHARGE NOZZLE. 3" VENT a a UL LISTED BALL GAS VALVE CONNECTION TYP PIPING TO INDOOR REF SPECIFICATIONS; NO 10.28.11 I/'GAS EQUIPMENT SUBSTITUTIONS PERMITTED SEAL WATER TIGHT PROVIDE ONLY MALLEABLE WITH FIBERGLASS SIKAFLEX 3" FULL SIZE IRON OR FORGED STEEL CAULKING ADHESIVE TYP SEDIMENT TRAP z WELDED TYPE PIPE FITTINGS LISTED FLUE CAP m PER SPECIFICATIONS REF SPECIFICATIONS ROOF PENETRATION REF ARCH ROOF PENETRATION REF ARCH (REZNOR: USE QQ�QI]QD INLET ROOF MANUFACTURERS VENT - - - - g o , , l I I I I i CAP OPTION CCL) e III � I � � , IIE � 9 � " COMBINATION WYE AND HIGH TEMP LIQUID LEVEL 1/8 BEND TYP OF 2 BEAM CLAMP 2 v T _ x 2 x 1/4 SEALANT 12" MINIMUM ABOVE COMPACTED ANGLE OR 1 5/8 x 1 5/8 STORM SNOW LEVEL OR PER BAFFLE TYP UNISTRUT TO TOP CHORDALL THREAD ROD COLLAR AUTHORITY HAVING GRAVEL BACKFILL OF BAR JOISTS JURISDICTION BED OF COMPACTED MOUNT PIPE WITH U-BOLT ANGLE OR UNISTRUT 26 GA. MINIMUM GRAVEL BACKFILL FIBERGLASS TO 1 1/2 X 1 1/2 X 1/4 JOIST METAL FLASHING REF STRUCTURAL--,,,,,.. REINFORCED 14 PLASTIC TANK ANGLE IRON BOLTED TO G COLLAR/INSULATION -� ANGLE OR UNISTRUT SUPPORT PIPING FROM SHIELD CONCRETE EXTENDED FIRE LEAD IN JL LLI STRUCTURE PER z AROUND TANKS ,r1 24 SPECIFICATIONS. REFER REF ARCHITECTURAL NOTES: REF STRUCTURAL ra (D TO PLANS FOR PIPE SIZE. FOR ROOF PENETRATION 1. INSTALL INTERCEPTOR PER MANUFACTURER INSTRUCTIONS. I I AND FLASHING DETAILS 2. PROVIDE INTERCEPTOR INSTALLATION THAT COMPLIES WITH AASHTO H-20 LOAD RATING. I I I Z ROOFTOP GAS REGULATOR 3. FROST LINE DEPTH TAKES PRECEDENCE OVER MINIMUM BURIAL DEPTH. CONTACT MANUFACTURER IF FROST I f TO REMOTE FIRE _ &8ENTS dii € LINE IS DEEPER THAN THE MAX DEPTH. BEFORE INSTALLING, VERIFY THE INVERT WILL WORK AT THE I I DEPARTMENTQ 12.26.06 MT01-2 z � � CONNECTION TO CIVIL LINE WHILE MAINTAINING PROPER SLOPE. I I CONNECTION J 4. PROVIDE SAMPLING PORT, REFER TO PLUMBING PLAN FOR LOCATION. 1" MIN GLASS FIBER 5. REFER TO PLUMBING PLAN FOR PIPE SIZES. I I INSTALL 4 INCH ROOFTOP FIRE INSULATION 6. NO SUBSTITUTIONS ALLOWED. I OUTLET WITH (2) 2 1/2 INCH m EACH UNIT HEATER SHALL BE INSTALLED TYPE B FLUE VENT 7. COORDINATE INSTALLATION DEPTH OF INTERCEPTOR WITH MANUFACTURER PRIOR TO ORDER TO VERIFY THE I I GATE VALVES FOR BACKFLOW J WITH INDIVIDUAL FLUE, REF FLUE THRU ROOF OR AS REQUIRED PER NEED FOR REINFORCEMENT OF TANK AND COLLAR WHEN UNIT INLET PIPE IS TO BE INSTALLED AT A DEPTH ® ® TEST HEADER DETAIL FOR SIZE AND REQUIREMENTS MANUFACTURER'S GREATER THAN 6 FT. SEAL ALL SINGLE WALL FLUE INSTRUCTIONS EXCESS FLOW VALVE (EFV) JOINTS AND SINGLE TO ❑ w (WHEN SHOWN ON PLAN) REF FLUE THRU DOUBLE WALL FLUE VENT SINGLE WALL FLUE 5 GREASE INTERCEPTOR IN VERTICAL POSITION REF ROOF DETAIL JOINTS WITH MINIMUM RATED UNLESS NOTED o MANUFACTURER'S INSTRUCTIONS 500' F SILICONE ADHESIVE OTHERWISE ON PLAN NTS 08.29.08 MP07 0 p SUPPORT FROM STRUCTURE SEALANT BY GENERAL REF ROOFTOP GAS ABOVE PER MANUFACTURER'S ELECTRIC OR EQUAL FLUREFER EN UNIT HEATER oo N REGULATOR DETAIL ROOF RECOMMENDATIONS FOR EFLUE TSIZES NOT SIZING BLE 0 0 G SHOWN ON PLAN EXTERIOR WALL O.S.&Y. VALVE WITH J w ROOF JOIST KEEP MAREALY N � it 0 GAS PIPING UNIT HEATER FLUE VENT SIZING TABLE TAMPER SWITCH TYP � �, WITH NO PORTION REF PLAN o > BELOW BOTTOM MANUFACTURER MODEL # FLUE VENT MAXIMUM FLUE 0 0 a U �- BALL VALVE 1" SUPPLY FROM CHORD OF JOISTS DIAMETER VENT LENGTH FT. PLAN VIEW HANGER REZNOR UDAP-100 4" 35 SPRINKLER SYSTEM ZONE xoxs TYP MODINE HD100 5" 25 PROVIDE 4-WAY BRACE 2" TEST AND DRAIN VALVE WITH LENNOX LF24100A 5" 25 FASTEN SECURELY TO AT TOP OF RISER SIGHT GLASS AND SMOOTH BORE EXCESS FLOW VALVE SHALL BE: '� 6" DIRT LEG, END SHALL BE WALL CORROSION RESISTANT ORIFICE REZNOR UDAP-250 5" 50 4" PRESSURE GAUGE TR1 OMEGA FLEX FGP-LFD-2756, ABOVE BOTTOM OF HEATER -\ WITH FLOW EQUAL TO ONE MODINE PDP250 7" 25 \\ BY OMEGA FLEX, INC. 800-671-8622 3/4" I.D. FLEXIBLE GAS CONNECTOR VANE TYPE WATER SPRINKLER. VALVE SHALL INCLUDE " / LENNOX LF24250A 7" 25 FLOW SWITCH APRESSURE-RELIEF VALVE GAS UNIT H EATER CONNECTION REZNOR UP5" 50 PIPE TO MANIFOLD 7 MODINEE BDP25050 7" 25 iv -Z DRAIN NT I TRANE GBND025 7" 25 HYDRAULIC PLACARD LUE TH R U ROOF _ 4 INCH GALVANIZED PIPE OUT TO WE (D-E _ - BACKFLOW TEST HEADER NTS 02.26.10 MM05 x N 01.06.12 SPRINKLER MAIN VALVERFLY CONTROL M xa 00 SPARE SPRINKLER C TO REMOTE FIRE Gpp FU CABINET TYP ��DEPARTMENT CONNECTION SHM EU 1" SHOULDER NIPPLE UPRIGHT SPRINKLER MINIMUM 8" FROM BOTTOM OF DECK TO DEFLECTOR IN STOCKROOM DUE BOTTOM OF w MECHANICAL TO SURFACE MOUNTED LIGHTS ROOF DECK 6 1" GLOBE VALVE td 1" GLOBE VALVE WALL PLATE EED WITH SIGNAGE ECK z DETECTORDOUBLE HBACKFLOW ' ��j BARJOIST TYP (NORMALLY CLOSED) AND ro _03 PREVENTER O PLUMBING S V 45 SEAL IN GROOVED COUPLINGDEGREE GROUT ADPROVIDE _ BR1 DETAILS BRANCH LINE CHROME ESCUTCHEON ON ° N FLOOR CHAIN-HUNG SIGNAGE _ INSIDE OF WALL OS&Y VALVE WITH MUST BE VISIBLE AT SMOOTH BORE CORROSION TAMPER SWITCH 1" PLUG Z ALL AREAS INSTALL SPRINKLER RESISTANT OUTLET WITH FLOW IN 12 O'CLOCK MAIN PIPE ABOVE EQUAL TO ONE SPRINKLER WITH SEAL ESCUTCHEON TO POSITION. TYP BOTTOM CHORD OF SMALLEST ORIFICE. OMIT WHEN WALL WITH CONTINUOUS STUB JOIST ( SEALANT FILLET FLOOR. REF�2�M1H sx�r ONLY AUXILIARY DRAIN) N FIRELINE FLOOR TIE RODS ELEVATION A wV) 4 AUXILIARY DRAIN 3 PSIPING 2 AUXILIARY DRAIN INSPECTOR ' S TEST SPRINKLER RISER M2 J NT w NTS 0 z w FIRE ALARM GENERAL NOTES: 1. FIRE ALARM SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE =)NI IN ACCORDANCE WITH NFPA 70 AND NFPA 72. SYSTEM SHALL ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND THE �09 2 \ ` REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND HW ^ E INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID uW cJ l(\T6/1 SUBMITTAL. W= P m M 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION Z� ^ AND FOR BID PURPOSES ONLY. PERFORM REQUIRED CALCULATIONS =� AND COORDINATE WITH OTHER TRADES. =`Z l I i 3. DEVIATIONS FROM ENGINEERS LAYOUT WILL NOT BE CONSIDERED i UNLESS A FORMALLY SUBMITTED RFI IS RECEIVED AND APPROVED. F 4. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK LID IX 2X @1 OF COORDINATION OR TO MEET AUTHORITY HAVING JURISDICTION AND 13 TELEPHONE CONDUIT, INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE REF CIVIL OWNER. 60, ! FF N I � a 5. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED FOR A COMPLETE AND Sia. +10' GFI,WP,WR O OPERATIONAL FIRE ALARM SYSTEM. @1 1X 1X Q 6. THE FIRE ALARM CONTROL PANEL (FACP) SHOWN SHALL BE VTIM COORDINATED WITH THE FIRE DEPARTMENT AND AHJ PRIOR TO C ------- -- ---•---•--- - ----------- -L1fl -- --------------------- ----------------------------• NOTIFICATION APPLIANCE INSTALLATION. CIRCUITS e723136%PE 4'x4' TELEPHONE NOTIFICATION FS ' ? 7. PROVIDE AUDIBLE AND VISIBLE NOTIFICATION APPLIANCES AS BACKBOARD - APPLIANCE INDICATED ON THE DRAWINGS.17 7 POWER L1D L1D I PANEL 8. PROVIDE DUCT DETECTION AND SHUTDOWN FOR AIR DISTRIBUTION ii ~�J 120V SIGNALING LINE CIRCUIT SYSTEMS EXCEEDING 2000 CFM. DUCT SMOKE DETECTION SHALL GFI ! �` j - SERVING SYSTEM INITIATING TRANSMIT A SUPERVISORY SIGNAL TO THE FACP. y ocy FIRE I ELECTRICAL _ s� DEVICES OREGON ryo SPRINKLES ! ✓ % Z 9. PROVIDE FIRE ALARM EQUIPMENT AND CONNECTIONS REQUIRED TOSHUTO EMB �2 �G ! 3,c, v `j D l�� of (,t �_ LESS THAN HAN 2000 MOWN FAN RAND ED IIS NOT RPROVDED WIBUTION ITH ER TH DUCT SMOKE IPMENT THAT ISVSO RPS ! , FIRE ALARM PROVIDE TWO DEDICATED DETECTION WHEN IT'S RESPECTIVE AIR HANDLING UNIT IS SHUTDOWN. I I n CONTROL TELEPHONE LINES FOR EXPIRES:06/302013 ! 3 2 1 S7 ZJS PANEL REMOTE MONITORING 10. FORWARD COMPLETED FIRE ALARM CERTIFICATE OF COMPLETION TO FACP I I 11 �e EXTERIOR HE OWNER. 1-vi S 7 T 5 7 0 WATERFLOW ALARM il. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. - 0 ,,// L1D �Ci- 5 j SERVICE j CC�46R 120V i ENTRANCE j ---- RISER DIAGRAM IS SCHEMATIC IN NATURE. NOT ALL DEVICES ARE SHOWN. REFER TO FIRE ALARM PLAN NOTES: SWITCHGEAR I PLANS FOR EQUIPMENT QUANTITIES AND LOCATIONS. (DFIRE ALARM CONTROL PANEL. DUCT DETECTORS MAY HAVE INTEGRAL RELAYS FOR AIR HANDLING UNIT SHUT-DOWN AND FIRE/SMOKE DAMPER CONTROL. WIRING FOR THIS FUNCTION HAS NOT BEEN SHOWN. O2 MOUNT NOTIFICATION APPLIANCE TO BOTTOM OF JOIST OR AT 30 FT ! COORDINATE WITH MECHANICAL SYSTEM INSTALLER. AFF, WHICHEVER IS LOWER, IN ACCORDANCE WITH NFPA 72 REQUIREMENTS. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. — O3 CONNECT EXTERIOR WATERFLOW ALARM BELL TO FIRE ALARM I SYSTEM. COORDINATE EXACT LOCATION WITH OWNER AND ADJACENT //� FIRE ALARM RISER DIAGRAM FIRE DEPARTMENT CONNECTION AT EACH BUILDING. 3 SPRINKLER ELECTRICAL R M P 0 WE R PLAN 1/8 - 1 -0" ® CONNECT FIRE SPRINKLER MONITORING DEVICES TO FIRE ALARM SYSTEM. COORDINATE QUANTITY AND LOCATION OF DEVICES WITH FIRE PROTECTION SYSTEMS. O5 HIS SPACE RESERVED FOR FIRE ALARM REMOTE POWER SUPPLY. z r- KI ---------------------- I i m I ------ ----------------------------- � --------------------------------------- FDTURE TYPE, mil T P, REF E2 18 ! TYP C -- ---- -- - ----- --- -------------, -_ - — 1 11 T �- GFI GFI ! GFI FIRE - SUSPEND 10'-0" fp FI FI GFI --- nw� L1D L1D SPRINKLER-A ABOVTYPLOOR, L1D LID LID j - L L 0 i L1D 4 6 ❑ �- _. —_—_ D - r------ I 2 I IJ RPS 1 1 ! 14 1 0 I ---- ELECTRICAL -- )x tt N I 3X j >x i O 04 I I 75 ( 75 I FACP I 75 I 75 I 0 z FOR POWER AND j j i J ! I ! TELEPHONE IN THIS AREA, I u) LU GFI j i I 1 ! L1 D REF 3-E1 I I i o 8 Q 0 ' I I I O p d Q 0 REVISIONS I (`YYIYVI i 1 i I 75 ! I I i i i I i i O 13 ---------- UH1 - -III - ------ ------------- II I! If!I III t!I yI+ III 111D UH2 ---- -- ---- - - -- --- --- -- - - - - - - _- ---- --------------------- --- ------------------- ------- ---- -- ------ 9------------------------ PROVIOF DME SAFDI /OFFOR PROVIDE ON/OFF UNIT EATER1 01. 06.12 SAFETY SWITCH FOR UNIT HEATER I ! f i iBWA NO. I I i i I i CAM RLE I ! ( REFERENCE ONLY ; l NOT APPROVED WITH THIS PE 1 sR�r 1m> 2 TYP i j j I I I I i j ELECTRICAL PLAN tt I I ®4 I ! ® I ®4 `-------- 75 ! ! 75 ! I 75 1�1D MOUNT AT SAME! LEVEL AS 75 ! 75 ! ; I I I I BOTTOM CHORD OF JOIST 3 ROUTE UNDEJ SLAB ! ----' � I I I I I II11 A --- ------- - -- - - ------ —--------- ---- ---- ------ - ------ ---- --- --------- lip -�---- t I t _� --�- i - `--------------------------------------' I ( I I t 3 \ RE CIVIL PLANS FOR POLE � -----------------------------' ------� I I CIVIL------------------------- MOUNTEDPLANSFOR �--------------------------- ------ I I ----------- -- -1 ! ------------------------ I -----\`�------- -------- - LIGHT IXTURE I _ ---------- ----- I 1 I ----- --------'I-------------}--- -- TYPES AND FINAL LOCATION ---------------------------------------- ! ELECTRICAL PLAN E1 A A Q A GENERAL NOTES ELECTRICAL SYMBOLS L1 D PANELBOARD 10.29.10 LEGEND ES03 zN 208/120V, 3PH, 4W 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) NW E �i m SERVES: HOUSE ELECTRICAL LOADS 200A, M.L.O. FOLLOWS: SYMBOL DESCRIPTION o9W LOCATION: ELECTRIC RM. 10,000 AIC CT'S FURNISHED BY UTILITY, INSTALLED BY CONTRACTOR A. FIRE RATED WALLS: SEAL PER INCANDESCENT OR HID FIXTURE Wz oNa O1 PROVIDED BY EDC VENDOR, INSTALLED BY E.C. GROUND BUS CT'S LOCATED AT METERING SWITCHBOARD SPECIFICATIONS FOR FIRE STOPPING. I'o O in d METER FURNISHEDMETER BASE IBYEUUTIILTY,D BY OINSTALLEED BYSUTI ITY TALLED BY CONTRACTOR B. EXTERIOR: REFER TO ARCHITECTURAL (WALL MOUNTED/CEILING MOUNTED) z7 Jho r M SURFACE MOUNT DOCUMENTS FOR SEALING REQUIREMENTS AT 0 FLUORESCENT FIXTURE Wz METER LOCATION IN METERING SWITCHBOARD KVA DESCRIPTION WIRE BRKR PL PLBRKR WIRE DESCRIPTION METERING SEQUENCE HOT SEQUENCING (CT'S ON LINE SIDE OF MAIN) ALL EXTERIOR MOUNTED DEVICES, FIXTURES, .T.W a ENCLOSURES, AND RACEWAY PENETRATIONS. ® / ® EXIT FIXTURE 1 FIRE & ELEC LIGHTS 20 1 0.10 0.18 1 20 TEMP RECEPTACLE 2 2. WIRING DEVICES: DEVICE MOUNTING HEIGHTS (WALL MOUNTED/CEILING MOUNTED) 3 EXTERIOR LIGHTS 20 1 0.50 0.18 1 20 TEMP RECEPTACLE 4 ARE FROM FINISHED FLOOR TO CENTER OF EMERGENCY FIXTURE 5 FIRE ALARM 3 20 1 0.98 0.18 1 20 TEMP RECEPTACLE 6 OUTLET BOX UNLESS NOTED OTHERWISE ON 7 FIRE & ELEC RECEPTS 20 1 0.54 0.18 1 20 TEMP RECEPTACLE 8 PLANS. COORDINATE THE STANDARD MOUNTING SWITCH, SINGLE POLE HEIGHTS WITH MASONRY: 9 UH1 15 1 0.90 0.18 1 20 TEMP RECEPTACLE 10 11 UH2 15 1 0.90 0.18 1 20 TEMP RECEPTACLE 12 A. SWITCHES +46" �' B. RECEPTACLES +20" $3 SWITCH, 3-WAY 13 UH3 #8 35 2 2.50 0.18 1 20 TEMP RECEPTACLE 14 SECONDARY TERMINATIONS -"""""""--" C. VOICE/DATA (REFER TO SCHEDULE) 15 208V, 1-PH, 5KW 2.50 1 20 SPARE 16 AT TRANSFORMER BY 17 TELPHONE RECEPT 20 1 0.36 1 20 SPARE 18 UTILITY COMPANY 3. WIRING SHALL INCLUDE FINAL CONNECTION TO M SWITCH, MANUAL MOTOR ALL EQUIPMENT IN CONFORMANCE WITH 19 SPARE SPACE 20 OUTSIDE WALL EQUIPMENT SUPPLIER WIRING DIAGRAMS. RECEPTACLE, DUPLEX 21 SPARE SPACE 22 SERVICE TRANSFORMER :j\ REF CIVIL PLANS 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING 0723136PEN 23SPARE SPACE 24 EUSERC RATED SERVICE COMPLETE PANELBOARD IDENTIFICATION -® RECEPTACLE, SPECIAL25 SPACE SPACE 26 ENTRANCE SWITCHBOARD SCHEDULES.PRIMARY TERMINATIONS AS APPROVED BY UTILITY 27 SPACE SPACE 28 REF CIVIL PLANS 5. BRANCH CIRCUIT CONDUCTORS SHALL BE RECEPTACLE, SIMPLEX 29 SPACE SPACE 30 PROVIDED BY EDC VENDOR MINIMUM #12 AWG UNLESS NOTED OTHERWISE 31 SPACE SPACE 32 TRANSFORMER PAD SES IN SCHEDULES. WHERE 20A BRANCH CIRCUITSJ JUNCTION BOX N HAVE #8 AND LARGER WIRE SPECIFIED, #10 0 (WALL MOUNTED/CEILING MOUNTED) 33 SPACE SPACE 34 REF CIVIL PLANS SECONDARY TERMINATIONS � OREGON oAWG WIRE SHALL BE USED FOR THE FINAL 35 SPACE SPACE 36 AT MET �R ti ERING SWBD BY UTILITY CONNECTION (15-FT MAXIMUM). ❑i NON-FUSED DISCONNECT LR�9ER 37 SPACE SPACE 386. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE NP- 39 SPACE SPACE 40 CONDUIT AND DERATE CURRENT CARRYING 01 FUSED DISCONNECT 41 SPACE SPACE 42 SECONDARY TRENCH AND BACKFILL CONDUCTORS PER NEC. EXPIRES!06/3012013 NEUTRAL �OL CIRCUIT, CONCEALED IN WALLS OR TOTAL 3.68 4.26 2.60 KVA PROVIDED BY CONTRACTOR 7. PROVIDE HANDLE TIES ON ALL MULTIWIRE N 1 �b� PRIMARY SERVICE BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. CEILING, E INDICATES EXISTING PER NEC ARTICLE 220 31 36 22 AMPS REF CIVIL PLANS SECONDARY CONDUITS WITH PULL WIRE A-96-: WIRING TOTAL LOADI 10.54 KVA 29 AMPS PROVIDED BY CONTRACTOR 8. CONDUITS EXTENDING BEYOND EXTERIOR WALL: au CIRCUIT, CONCEALED IN SLAB FLOOR FEEDER LOAD 10.69 KVA 30 AMPS UTILITY COMPANY: PORTLAND GENERAL ELEC. STUB OUT 2'-0" BELOW GRADE TO 5'-0" +Ij �-� E INDICATES EXISTING WIRING CONTACT: RALPH REISBECK 7SECONDARY CONDUCTORS PROVIDED BEYOND EXTERIOR WALLS UNLESS NOTED ADDRESS: 9480 SW BECKMAN RD BY UTILITY OTHERWISE. COORDINATE LOCATION AND CIRCUIT, EXPOSED, CITY, STATE, ZIP: WILSONVILLE, OR 97070 PROVIDE CONNECTION TO SITE CONDUITS. E INDICATES EXISTING WIRING PHONE: 503-570-4409 COORDINATE ALL REQUIREMENTS 9. SUPPORTS FROM STRUCTURE: NO ATTACHMENT H CONDUIT SLEEVE FAX: 503-570-4420 WITH LOCAL ELECTRICAL UTILITY OF ANY TYPE SHALL BE MADE TO BRIDGING OR (OR PRIMARY SERVICE PROVIDER JOIST WEB MEMBERS. UTILIZE ONLY THE TOP = FLUSH MOUNTED PANELBOARD WHERE APPLICABLE) PRIOR TO AND BOTTOM CHORDS FOR SUPPORTING THE UTILITY COORDINATION BID. PROVIDE ALL MATERIAL AND ELECTRICAL SYSTEM INSTALLATIONS. REF LABOR NECESSARY TO COMPLY GENERAL EL ELECTRICAL CONNECTIONS TO SURFACE MOUNTED PANELBOARD LIGHTING FIXTURE SCHEDULE 3 NTS 07.27.01 EP26 WITH LOCAL REQUIREMENTS. NOTE: ALL FIXTURES AND LAMPS ARE FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR 10. ONLY FEEDER CIRCUITS NOTED ON THE ONE f--------- MANUFACTURED WIRING SYSTEM LINE DIAGRAM AND BRANCH CIRCUITS NOTED UNLESS NOTED OTHERWISE ON THE DRAWINGS. BY LEGEND SHALL BE INSTALLED UNDER SLAB. TELEPHONE / DATA BOX ALL OTHER FEEDER AND BRANCH CIRCUITS NOTE: REFERENCE SPECIFICATIONS FOR VENDORS AND CATALOG NUMBERS NOT LISTED IN FIXTURE SCHEDULE. SHALL BE INSTALLED OVERHEAD. LOW VOLTAGE CABLE LAMP (PHILIPS/GE) 01.27.12 11. WHERE GROUPED CONDUITS ARE INSTALLED Q BOX FOR OTHER WITHIN THE JOIST SPACE, COORDINATE WITH TYPE DESCRIPTION VOLTS WATTS ORDER NUMBER QTY MOUNTING SPRINKLER CONTRACTOR PRIOR TO MOTOR INSTALLATION IN ORDER TO MAINTAIN REQUIRED 2 4' STRIP 120/277 59 F32T8XLSPX50ECO 2 SURFACE CLEARANCES FROM SPRINKLERS PUSH BUTTON 12. SEISMIC ZONE REQUIREMENTS: PROVIDE 18 EMERGENCY LIGHT 120/277 8 6V,20W SEALED HALOGEN 2 WALL EXPANSION COUPLINGS AND BRACING FOR 6 BUZZER ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. SS SAIL SWITCH 13. PROVIDE LIQUID-TIGHT FLEXIBLE METAL JUNCTION BOX (� INCOMING CONDUIT AND WIRING FROM DISCONNECT SWITCH O SMOKE DETECTOR z _ L PRIMARY OR JUNCTION BOX TO EQUIPMENT KNOCKOUT UTILITY OR ELECTRICAL CONNECTION POINT. 0 TRANSFORMER 14. WHERE EQUIPMENT NAMEPLATE PROTECTIVE HORN / STROBE J \ / DEVICE RATING DIFFERS FROM SIZE PROVIDED, e S la4 CHANGE OUT BRANCH CIRCUIT WIRING AND 13 DOOR HOLD OPEN OVERCURRENT DEVICE TO APPROPRIATE RATINGPER NEC. m 15. UPON COMPLETION OF ELECTRICAL J - - INSTALLATION AND PRIOR TO ENERGIZING CIRCUIT: ABBREVIATIONS A. INSPECT WIRE AND CABLE FOR PHYSICAL CF CEILING FAN w w y� DAMAGE. CONTRACTOR TO PROVIDE B. PERFORM CONTINUITY TEST. EF EXHAUST FAN O �L'f'd' »1 �S-SQ v CONDUITS WIDTH 4PULL WIRE. C. VERIFY PROPER PHASING CONNECTION TO ALL G GROUND N THREE PHASE MOTOR LOADS. GFI GROUND FAULT CIRCUIT INTERRUPTER0 0 -- - RH RADIANT HEATER -I 0 w UH UNIT HEATER w ~ w o AVAILABLE FAULT CURRENT VALUES WILL BE ADDED WHEN AVAILABLE FAULT CURRENT IS WH WATER HEATER O Q PROVIDED FROM THE UTILITY WP WEATHER PROOF COVERPLATE (1) #3/0 BARE COPPER WR WEATHER RESISTANT RECEPTACLE �uaaHs REPRESENTS THE AVAILABLE FAULT EXTERIOR CURRENT IN RMS SYMMETRICAL WALL AMPERES AT THE RESPECTIVE TRANSFORMER, PANEL, OR EQUIPMENT PANELBOARD NOTES VERTICAL BASED ON INFORMATION RECEIVED FROM BUILDING THE UTILITY STEEL (1) TERMINATE GROUND ON ISOLATED GROUND BUS. PHA METERING SERVICE ENTRANCE SWITCHBOARD (SES) RATED- X,XX (2) INSTALL LOCKING DEVICE FURNISHED WITH SWITCHBOARD NEUTRAL BUS 2000 AMP BUS - 120/208 VOLT, 3 PHASEE,, 4 4 WIRE PANELBOARD (LOCK-OFF FOR MAINTENANCE). MAIN BONDING JUMPER BUS PROVISIONS FOR FUTURE CONNECTION OF ADDITIONAL ( ) �3 INSTALL LOCKING DEVICE FURNISHED WITH BOND TO BUILDING METERING SECTIONS PANELBOARD (LOCK-ON FOR CRITICAL LOAD). 01.06.12 STEEL WITH EXOTHERMIC EQUIPMENT BONDING JUMPER WELD M (4) GFI BREAKER FOR PERSONNEL PROTECTION SND EQUIPMENT GROUND BUS SPACE FOR FUTURE EDC VENDOR TO PROVIDE EUSERC (5 mA). METER, TYP MAIN RATED INTERIOR MULTIPLE METER (5) GFI BREAKER FOR EQUIPMENT PROTECTION DISCONNECT SERVICE ENTRANCE SWITCHBOARD WITH (30 mA). coo FU FINISHED FINISHED FLOOR SWITCH TOP ACCESS FOR TENANT FEEDERS 6 CONDUCTOR SIZE HAS BEEN INCREASED FOR AND TEST SWITCH PROVISIONS AS PER VOLTAGE DROP. SIZE EQUIPMENT GROUNDING GRADE )200A )600A PORTLAND GENERAL ELECTRIC CONDUCTOR PROPORTIONALLY PER NEC. SfErmtE 3P 3P REQUIREMENTS (7) REFER TO ONE-LINE DIAGRAM FOR AVAILABLE ELECTRICAL FAULT CURRENT FOR INTERRUPTING RATINGS. ONE-LINE (8) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES. , 7m/ (9) FACTORY WIRED TO LOAD. SCHEDULES, GROUNDING ELECTRODE #3/0 BARE COPPER CONDUCTOR FROM NEUTRAL BUS. EXTEND 20'-0" AT SECTION 3 SECTION 2 SECTION 1 (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. DETAILS & SYSTEM INSTALLATION BOTTOM OF FOUNDATION WITH MINIMUM (11) THRU CONTACTOR. GEN. NOTES SHALL BE IN STRICT OF 2" COVERAGE (X) DESIGNATES "SMART" BREAKER. COMPLIANCE WITH LOCAL CODES AND/OR AUTHORITY IF WATER SERVICE LINE IS METAL, IT (4) #3/0 AND #4 GND HAVING JURISDICTION MUST BE BONDED TO GROUNDING COPPER EACH IN 2" C. ELECTRODE SYSTEM WITH A #3/0 OR REFERENCE ONLY sir THWN COPPER CONDUCTOR. (4) #250kcmil AND #2 GNDPANEL MI NOT APPROVED WITH THIS PERT L1D GROUNDING ALUMINUM EACH IN 2-1/2" C.ELECTRODE SYSTEM ONE- LINE DIAGRAM NTS 04.26.02 EP07-1 N.T.S. 2 Y Q 2 A A Q A