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BUP2012 - 00069 & MEC2013 - 00151 ��CEIVED AUG 202012 � � OUTLOT R TAIL UILDING 2 TIGARD OR ARCHITECT INDEX • REPRESENTS SHEET SUBMITTED GENERAL NOTES VICINITY MAP O` BCRA ARCHITECT OF RECORD SHEET DRAWING DESCRIPTION DATE 1. ALL WORK SHALL CONFORM WITH THE 2010 OREGON STRUCTURAL SPECIALTY CODE, 2010 2106 PACIFIC AVE, SUITE 300 TACOMA, WASHINGTON 98402 • G1.01 COVER SHEET, DRAWING INDEX & PROJECT INFO 04.10.12 OREGON MECHANICAL, PLUMBING, ELECTRICAL SPECIALTY CODE AND ALL GOVERNING t_"_ J w F f 4 F { ' JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. # ; g e TEL: 253-627-4367 FAX: 253-627-4367 131.02 SYMBOLS LEGEND, ABBREVIATIONS 04.10.12 �_;- I e T � P� • �t;: • . ;g svvk.s �.rnn.a • G2.01 CODE SHEET 04.10.12 2. CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS TO a "h VERIFY SIZE, LOCATION, WEIGHT, POWER AND OTHER REQUIREMENTS PRIOR TO BIDDING ANDk-1111 U., ■ : STRUCTURAL ENGINEER ARCHITECTURAL AGAIN PRIOR TO BEGINNING WORK. g f g *qtr- io f P 5424 BCRA ENGINEER OF RECORD • A1.02 SITE PLAN - BUILDING 2 04.10.12 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANY i € �'°� � �,�`� � a � �•• � 3 s � t. � � �`''`f° = `y • A2.01 FLOOR PLAN 04.10.12 DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED 2106 PACIFIC AVE, SUITE 300 INFORMATION, SITE CONDITIONS, MANUFACTURER'S RECOMMENDATIONS, OR CODES, REGULATIONS ° • "a =a TACOMA, WASHINGTON 98402 • A3.01 DOOR SCHEDULE AND TYPES, WALL ASSEMBLIES 04.10.12 OR RULES OF JURISDICTION HAVING AUTHORITY. • A3.02 STOREFRONT TYPES 04.10.12 TEL: 253-627-4367 FAX: 253-627-4367 " $qTa • 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 "` ase. • A6.03 ROOF DETAILS 04.10.12 CONSTRUCTION DOCUMENTS. MECHANICAL • A7.01 BUILDING ELEVATIONS 04.10.12G • A7.02 BUILDING ELEVATIONS 04.10.12 5. PROVIDE NEAT CUT WHERE UTILITIES PENETRATE RATED WALL AND FLOOR ASSEMBLIES, SEAL 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. 8325 LENEXA DRIVE, SUITE 400 `ty i • A9.02 WALL SECTIONS 04.10.12 LENEXA, KANSAS 66214 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS u«rrk • A9.03 INTERIOR AND EXTERIOR DETAILS 04.10.12 .� • g TEL: 913-742-5000 FAX: 913-742-5001 TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. • A11.01 DOOR AND WINDOW DETAILS 04.10.12 7. NO BUILDING OR PORTION OF BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THAT BUILDING OR PORTION OF THE F owa PLUMBING STRUCTURAL BUILDING. I HENDERSON ENGINEERS, INC. • S0.01 GENERAL NOTES 04.10.12 8. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM ENGINEER OF RECORD • S0.02 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 • 52.03 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 11PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY TENANTS AT A FUTURE DATE. THE BUILDING WILL HAVE FIRE SPRINKLERS AND BASIC FREEZE . • S3.02 STEEL ELEVATIONS 04.10.12 PROTECTION HEATING AS PART OF THE BUILDING PERMIT. LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT ELECTRICAL • S4.01 TYPICAL CONCRETE DETAILS 04.10.12 PRIOR TO FRAMING. (V • S4.02 TYPICAL CONCRETE DETAILS 04.10.12 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. SITE DATA z 8325 LENEXA DRIVE, SUITE 400 • S5.01 TYPICAL STEEL DETAILS 04.10.12 LENEXA, KANSAS 66214 • S5.02 TYPICAL STEEL DETAILS 04.10.12 13. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL - 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 0 • 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 0 0S5.12 STEEL DETAILS 04.10.12 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 15. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION. • S6.02 TYPICAL COLD-FORMED STEEL FRAMING DETAILS 04.10.12 CODE DATA J 16. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. a HENDERSON ENGINEERS, INC. Q z ENGINEER OF RECORD 17. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. PROJECT NAME OUTLOT RETAIL BUILDING #2 r' 8325 LENEXA DRIVE, SUITE 400 MECHANICAL ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL LOCAL JURISDICTION: CITY OF TIGARD W U) TENE XA91374 AS 00 6 14 FAX: 913-742-5001 BE DONE AT CONTRACTOR'S RISK. CODES UTILIZED: 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) o • M1 MECHANICAL AND PLUMBING PLAN - OB2 04.10.12 2010 OREGON MECHANICAL SPECIALTY CODE (GMSC) Z • M2 MECHANICAL AND PLUMBING DETAILS - 062 04.10.12 18. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED 2010 OREGON PLUMBING SPECIALTY CODE (OPSC) ~ = o ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST w O w BEAR THE NAME OF THE ARCHITECT. 2010 OREGON ELECTRICAL SPECIALTY CODE (OESC) N J 0 of 2010 OREGON FIRE CODE (OFC) U) F o ELECTRICAL 2010 OSSC CHAPTER 11 & 2003 ICC/ANSI Al 17.1 w g a of SPECIAL INSPECTION REQUIRED w 0 • E1 ELECTRICAL PLAN - OB2 04.10.12 State of Oregon Structural Specially Code CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED a a O cn I.- • E2 ELECTRICAL ONE-LINE, SCHEDULES, DETAILS AND GEN. NOTES - OB2 04.10.12 � � CITY OF TIGARD DEVELOPMENT OVERLAY ZONE AND MUE: MIXED-USE 13d-Concrete and Reinforcing Steel EMPLOYMENT Approved � .Le: 4 ...[y]� OCCUPANCY: MERCANTILE M o is�Irretalled in Concrete Conditionally Approved..............[ ] p-`pedal Moment-Resisting Concrete Frame See Letter to:Follow.................. [ ] CONSTRUCTION TYPE: ES Alta had..... SPRINKLERED: YES - NFPA 13 ........... ❑ ReinforargSteel BPrestressing SteelTerMatB Permit Number: t _ 1 I NUMBER OF STORIES: 1 ln,_S nrcturel Welding Address: MAX. ALLOWABLE HEIGHT: 40'-0" ❑ Fk*strenght Bolting By: Date: TOTAL PROPOSED BUILDING HEIGHT: 32'-0" ��.,, - SQUARE FOOTAGE PER STORY: 12,022 SF ISStnxtural Masonry ❑ Reinforced Gypsum Concrete OCCUPANCY LOAD PER TABLE 1004.1.1: SEE CODE SHEET G2.01 WE J ED Insulating Concrete Fill / [3 Spray Applied Fire-Resistive MatedWs I n 4�13Uft /► Z 04.1 12 ©�rlfings,Drilled Piers and Caissons CITY OF TIGARD ��� DEFERRED m ❑ Shotcrete Conditionally Approved........._[ ] � �� •.[fes raao FILE o, ❑ Special Grading,Excavation and Filling See Letter to:Follow.................,.,.,. ([ ] < 10053 G101.DWG o ❑ slL�� rol Systema An 12 Cb0 'll sir mt� YermitNumber. MrraOioi ��. �I er Inspections S A Date: In �~ o �.../ COVER SHEET, Of�c .IG DRAWING INDEX & AArMOVLFD"A IITJNC AfCNL6it PROJECT INFO. `JJDE PECIFIcArwNBOOK Approved pians AeMUC7URALCALC6 shall be on job site. A4sCrEcttnoCUh(E s N OFFICE COPY BCRA Cc YRr p12 emsKwLwwTSRESE�D SHEETN O N O Q 0 G1 . 01 o PERMIT SET ABBREVIATIONS ARCHITECTURAL SYMBOLS ® AT NIC NOT IN CONTRACT STOREFRONT INDICATOR SF— ACC ACCESSIBLE NOM NOMINAL ACT ACOUSTICAL / SUSPENDED CEILING TILE NTS NOT TO SCALE N DOOR SYMBOL o ADD ADDITION/ADDITIONAL 0/ OVER AFF ABOVE FINISH FLOOR OC ON CENTER ALAV ACCESSIBLE LAVATORY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED ALT ALTERNATE OFOI OWNER FURNISHED, OWNER INSTALLED BUILDING SECTION ~ N ALUM ALUMINUM OH OVERHANG INDICATOR 1 SUL 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 1 BO BOTTOM/OF PT PAINT/ PRESERVATIVE PRESSURE TREATED INDICATOR - PLAN BOS BOTTOM OF STRUCTURE PTD PAPER TOWEL DISPENSER G L BOT BOTTOM PLAM PLASTIC LAMINATE a BRD BOARD PLYWD PLYWOOD BUR BUILT-UP ROOFING REC RECESSED/RECEIVER WALL TYPE CAB CABINET REQ'D REQUIRED INDICATOR W5 OMA, Co� CF CLEAR FINISH RM ROOM -y #5424 CFCI CONTRACTOR FURNISH, CONTRACTOR INSTALL RMF RUBBER MAT FLOORING F ORS CFOI CONTRACTOR FURNISH, OWNER INSTALL R&S ROD AND SHELF TOP OF CG CORNER GUARD RT RUBBER TILE ELEVATION MARKER � '-0" AFF CJ CONTROL JOINT RTU ROOF TOP UNIT CL, CENTER LINE RVR ROOF VENT RELIEF CLG CEILING SCD SEAT COVER DISPENSER REVISION INDICATOR 01 CLR CLEAR SD 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 A DS DOWNSPOUT SNR SANITARY NAPKIN RECEPTACLE DWG(S) DRAWING(S) SOG SLAB ON GRADE EP ELECTRICAL PANEL SRS SYNTHETIC RUBBER SURFACE GRID LINE - - — 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 N 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 FEIN FIELD FINISH TOP TOP OF PARAPET _ FG FINISH GRADE TOS TOP OF STRUCTURAL SLAB, TOP OF STRUCTURE FIN FINISH T.S. TUBE STEEL FLR FLOOR TYP TYPICAL FOC FACE OF CONCRETE U/ UNDER a FOM FACE OF MASONRY UNO UNLESS NOTED OTHERWISE Q 04 FOIC FURNISHED BY OWNER, INSTALLED BY W/ WITH CONTRACTOR WB WHITEBOARD w N FOS FACE OF STUD, FACE OF STRUCTURE WC WATER CLOSET/WAINSCOT/WHEEL CHAIR o rm FRCP FIBERGLASS REINFORCED CEMENT PANEL WCA WHEELCHAIR ACCESSIBLE COMPARTMENT = z FRP FIBERGLASS REINFORCED PLASTIC/PANEL WD WOOD O GA GAUGE WF WIDE FLANGE U J 0 x GALV GALVANIZED WRB WEATHER RESISTIVE BARRIER H 6 GL GLAZING/GLASS WRGWB WATER RESISTANT GWB a GL-1 GLAZING TYPE, REFER TO WINDOW SCHED/SPEC WT WALL TREATMENT WO GLB GLU-LAM BEAM WWF WELD WIRE FABRIC GLC GLU-LAM COLUMN IWO" GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HM HOLLOW METAL HR HOUR HT HEIGHT INS/INSUL INSULATION INT INTERIOR w MAX MAXIMUM WE MDF MEDIUM DENSITY FIBERBOARD 04.10.12 MOO MEDIUM DENSITY OVERLAY PLYWOOD MECH MECHANICAL eaa a MIN MINIMUM OR MINUTES m MFR MANUFACTURER OU FU 3 MRGWB MOISTURE RESISTANT GWB 10053 G102.DWG MTL METAL sHEEr>U 0 CDI SYMBOLS LEGEND & 0 ABBREVIATIONS E 0 c d i� E a N I OC�YflMaM! A13-6RN.INCµIXIGMi5FE5EFVE0 N O S� N O 2 _s G Q 0 1 . 02 PERMIT SET CODE DATA TENANT SPACE = 1,004 SF TENANT SPACE = 1,196 SF PROJECT NAME OUTLOT BUILDING 1 IXR REQUIRED 1 IXR REQUIRED LOCAL JURISDICTION: CITY OF TIGARD, OREGON CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED r ----- -------- -- - DEVELOPMENT OVERLAY ZONE AND MUE: MIXED-USE Fd I I I EMPLOYMENT L_ CODES UTILIZED: 2010 OREGON STRUCTURAL SPECIALTY CODE I F_ ON BUILDING OCCUPANCY: M 1 CONSTRUCTION TYPE: V-B TENANT SPACE = 1,700 SF SPRINKLERED: YES - NFPA 13 2 IXfTs REQUIRED I NUMBER OF STORIES: 1 STORY SIX BASIC ALLOWABLE AREA PER STORY: 9,000 SF SPRINKLER INCREASE TOTAL: 36,000 SF axm.rwu.artuu ' ' ' j BASIC ALLOWABLE HEIGHT: 40'-0" PROPOSED SQUARE FOOTAGE: 12,022 SF �A j I TOTAL PROPOSED BUILDING HEIGHT: 32'-0" , 4` LA I 1 I 1 I I � I • L_ I ' _J J#55424 1 �F L___________J L- I I I I L___ I ___J I I FIRE PROTECTION NOTES: L-------J L-------J L-------J Y 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: 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 N GROUP M = 250 FTff nn TABLE 1015.1 V SPACESW/ ONE EXIT: M = 49 OCCUPANTS OR LESS z - TENANT SPACES LARGER THAN 1,470 SF SHALL BE Q PROVIDED WITH 2 EXITS J - TENANT SPACES EQUAL TO OR SMALLER THAN 1,470 D SF, ONE EXIT IS ALLOWED. m ALL EXITS SHALL BE ACCESSIBLE w JQ Q o z FIRE-RESISTANCE RATINGS W U cN TYPE 58 PER SECT. 602.5 AND TABLES 601 AND 602 (2010 OSSC) � M HOURLY FIRE-RESISTANCE RATING REQUIREMENT PER TABLE 6011 REQUIRED PROVIDED ~ r 0 STRUCTURAL FRAME 0 HOURS 0 HOURS w 0 w ROOF CONSTRUCTION 0 HOURS 0 HOURS —� p EXTERIOR NONBEARING WALLS 0 HOURS 0 HOURS L a o EXTERIOR BEARING WALLS 0 HOURS 0 HOURS o o INTERIOR BEARING WALLS 0 HOURS 0 HOURS W a d O fn 1= INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURS FLOOR CONSTRUCTION 0 HOURS 0 HOURS HEwSs w WE J 04.10.12 lCPA(n W 7 CAM FLE T D 3 10053 G2.01.DWG a SW 1111E 0 N "I CODE ANALYSIS M O O Ul E 0 c i.� E a N OLCi�RN'M Al2 -BfAq I!C KL,.I( RESERJEO N N O Q 0 G2 . 01 o PERMIT SET SYMBOLS LEGEND SHEET NOTES KEYNOTES 3 DENOTES LANDSCAPE AREA, 1. ALL CONCRETE TO SLOPE 2% AWAY FROM 3.05 CONCRETE CURB ddBSd 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 5. ANCHOR TRASHCANS AND BENCHES IN PLACE SIDEWALK, DAYLIGHT AT CURB FACE PER MANUFACTURERS RECOMMENDATIONS y » CANOPY DOWNSPOUT, DAYLIGHT AT 8 SIDEWALK f N � TRASH CAN, REF SPECIFICATIONS SOL R., ata F0 REFERENCE CML FOR SEE CML FOR PERIMETER FOUNDATION RETAINING WALL RAIN CONNECTION 6'-0' 4'-0" 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' W-0" 4'-0" 12'-0" 6'-0" 6'-0" 4'-0 '-0" 12'-3" 4'-0" 12'-3" 4'-0" 12'-3" 3'-9" w CL J -- - - -- -- v ---- -- --- -- ---- - - -- SEE CML to ----{--- - - -------�- -- --- ----- - - r , , , --� -- ---- - ------4- - - ---- -- FOR RETAINING WALL I o I o I � I I III o I ^ I o I � I co I I GREASE INTERCEP OR, LOP I SLOPE SEE CML & MEP tooo I i I ---------- 0 °D of I I 'l I CONNECT CANOPY I (V to I GREASE INTERCEPTOR,(___ o a o 0 0 n DOWNSPOUTS TO PLAZA r-�1 — SEE CML & MEP DRAIN, SEE CML $' L m I TRASH CAN r n BUILDING #2 F.F.E. = 186.5' I I I I D I I I o J I I I I o m LLI J a CANOPY TlDOWNSPOUT, I Q z o DAYLIGHT AT FACE OF CURB i71 F— F_ I04 Im PERIMETER FOUNDATION w j DRAIN N I m -- ---- ----- - 4_ 'Z----- --- --- --- -- - -- - — CID - - — — — Z7 — — — — tc o — — — — U F_ O xxxux A .03 A1.03 "i W < - d d O UCE F SEE CML nElsols - - ' 4' 3'-9"FOR STAIR 8' " - 11 -64-08 -08-08 -04-08-08 -04-08-04-08-08 -04 -08 -08 -04-08-0812'-3DESIGN If f 11 3.05 SEE CML 3.10 f TYR FOR RAMP, TYP. 2 . . . . J M1E J -U�_ W v 04.10.12 Q FLE 3. T m O 10053_A102.DWG 0 S EEf 1111E SITE P SITE PLAN - RETAIL BUILDING #2 N R TAILLAN SCALE: 1 = 10'-0" BUILDING #2 0 5' 10' 20' E SCALE: 1" = 10'-0" N N BCRI �l{A{i N CG YRI M12-ESA IW P MpT5RE5ER D ow d Q 0 A1 . 02 0 0 PERMIT SET EXTERIOR WALL PER PLAN $r it 1>00 Doo Li ROOF DRAIN PER MECH., SEE CIVIL FOR CONNECTION TO STORMWATER SYSTEM a SUL a ' ° 'AYnr A SLEEVE ROOF DRAIN THROUGH SLAB ° '. T — _ A a a 4 ....#5424 9 a ° a REFER TO STRUCTURAL FOR FOOTING ° AND PIPE SLEEVE DETAIL ° a 5 ROOF DRAIN AT FOOTING SCALE: 1 " = 1 '-0" 1/4" DEEP SEALANT AND BACKER ROD OR DEPTH AS RECOMMENDED BY MANUFACTURER w 1/2" DIA X 10" SMOOTH \ CONTRACTION JOINT / FOR METHOD ROUND DOWELS AT 24" OC �.e REF SPECIFICATIONS N CENTERED ON JOINT. m o 1/2" RADIUS DOWELS MUST BE LEVEL < ff nn TOOLED EDGES AND SQUARE WITH JOINT v(n ' , ., ° ' NOTE: V o > FILL ALL EXTERIOR CONTRACTION z CONCRETE SLABo JOINTS. REF SPECIFICATIONS .y 0 =III=III=III=III=III=III 11=III— 1=III=III=III=III=IIT =III=III=III 1=111 ITI=ITI=1 1/2" PMEJ BASE MATERIAL BASE MATERIAL m WITH SEALANT) REF STRUC REF STRUCTURAL ..I SUBBASE/SUBGRADE � p REF STRUCTURAL Z N n wm N O m EXTERIOR SIDEWALK/ EXTERIOR SIDEWALK/ w o Z) OZ � JM0 EXPANSION JOINT PAVING CONTRACTION JOINT W a 4 SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" o Of p w3:� aOln � FENDS uAre w PAVING 3/4" TOOLED RADIUS EDGE 04.10.12 N E��• 4 m BROOM FINISH TYPICAL rwoo EU EXTERIOR FACE OF WALL 10053_A103.DWG 3 SHEET 7111E CROSS SLOPE NOT TO EXCEED 2% SITE DETAILS � SLOPE � o III=1 I1-1_11- BASE MATERIAL 1�=III III=III I �I SUBBASE REF STRUC SUBGRADE _111111 IIIIIII III REF STRUCR e 7� 11_0" CONT 1/2" PC l�l i N PMEJ AND SEALANT OCGPTRIGHi ID12-6CRF IIL.PLL HIG4i5 ftE5EflVED O N O Q PAVING SECTION A1 . 03 SCALE: 1/2" = l '-O" 0 " PERMIT SET 0 LEGEND SHEET NOTES KEYNOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF 5.11 STEEL LADDER WALL TYPE INDICATOR, STUD UNLESS OTHERWISE NOTED W1 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 Igd LOCATION DOWNSPOUTS 4. GYPSUM BOARD CONTROL JOINT 30'-0" O.C., ^ MAX. � g SIX ti ILA y � A, WA A8.01 A8.01 A8.01 �f v24 ( � �F ORS Q1 2 33 Q4 I 10 I I I I I y 199'-0" 29'-6" 20'-0" L 20'-O" 20'-0" L 20'-0" L 20'-O" 20'-0" 20'-0" L 29'-6" 24'-0" 2' 2' 16'-0" 2' 2' 16'-0" -0 '-8" 3'-4" to'-o" 3'-4" 2'-8" 3' " 8'-8" 3'-4" 2' 14'-0" 3'-4" 2'-8"2'-1)" 16'-0" 2' 2' 16'-0" 2' 2' 24'-0" 3'-6" R.O. R.O. R.C. R.O. R.O. W1 A W2 A I W1 A W2 A — — — — — — — — — — — — — — — — — — — — — — — — — cc - - - - - - - - - - - — — — — — — — I - - - - - - - ABOVE I ABO � O Q N m I _ W3 5.11 10 aco - FIRE ELEC. ROOM SPRINKLE 102 in ELECTRICAL EQUIP.II I I I I I .o I N 1 I I W3 13'-0" N , I I CD `V I SLAB TO REMAIN UNPOURED AT I I SLAB TO REMNN UNPOURED AT I I N Z THIS LOCATION FOR FUTURE I I I 3'-0" I THIS LOCATION FOR FUTURE I I Q TENANT UTILITY SERVICES. TENANT UTILITY SERVICES. COORD. ACTUAL CONFIGURATION I I I I CO ACTUAL AL CONFIGREQUIURATION I I I 2 0" TENANT SPACE SDR W/ STRUCTURAL REQUIREMENTS I o, I ( J AT STEM WALLS AND FOOTINGS I I AT STEM WALLS AND FOOTINGS I I o - I - - - - I - - I - - ( _ m m > o o - - - - - - - - - - - - - - - - - - - - - - - - - - —� - - - - - o B J ao � W ABOVE I I � I I I I I I I I I I I I I I W � r� I � = o I I I W O w i 0 1 —k4N I N _ — — I — — — — — — — — — — _ I_ _ _ _ _ — — — — LLI I — 1 O A8.01 A8.01 a LU O I Wt I I I I IEvans SEE SITE PLAN FOR 6 I CANOPY DOWNSPOUT A9.03 9 o LOCATIONS AT CANOPY I SF-1 SF 5 Sf 5SF-5 r ' SF-5 a SF-5 - I - - - - - - - - - - - - - - - - - - - - - -I of I I w I — — — DOE — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — I — — — 04.10.12 EXTENTS OF CANOPY er�u ABOVE, TYP. 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2 2' '-0' 4'-0' 3'-6" '-6' a m anD nt 24'-0" 4' 0" 16'-0" 4' C 16'-0" 4' 0" 16'-0" 4' O" 16'-0" 4'10" 16'-0" 4' 0" 16'-0" 4' 0" 16'-0" -0" 22'-0" 6'- " 10053_A201.DWG 3 sm nDE Q I I I FLOOR PLAN o I I a E E 4 3 2 A8.01 A8.01 A8.01 R �A\ N �1 \1 l QC YRI M12 -BOi 111 Lbf T5RE5ER D N o N sFEr FLOOR PLAN SCALE: 1/8" = 1 '-01, 0 4' 8' 16' A2 . 01 0 SCALE: 1/8" o PERMIT SET 9N WALL ASSEMBLIES DOOR SCHEDULE y DOOR SIZE DOOR FRAME FIRE DETAIL REFERENCE H'WARE DOOR NUMBER (W x H x D) TYPE MAT'L FINISH GLASS TYPE MAT'L FINISH RATING HEAD JAMB SILL SIGNAGE GROUP REMARKS NUMBER DESCRIPTION 101A 3'-0" x 7'-10" x 1-3/4" 1 HM PT -- A HM PT -- 7/A11.01 4/All.01 2/A11.01 -- 3 -- 101A 1018 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 -- 101B W1 TYPICAL EXTERIOR WALL 4x4xl6 QUIK-ERIK VENEER OR 8x4xl6 CMU VENEER 101C 3'-0" x 7'-10" x 1-3/4" 2 ALUM FF GL-2 - ALUM FF -- PER MANUF. PER MANUF. 1/Al 1.01 -- 1 1 101C dc 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/AT 1.01 -- 1 1 101D g 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 1/2" 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 -- 1028 ~ R-25 BATT INSULATION 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 SFAL 8" METAL STUD SHEATHING PER STRUCT. (OCCURS AT WALL TYPE WlA) DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE REMARKS DOOR SCHEDULE GENERAL NOTES �- ^F-�< GYPSUM BOARD FF FACTORY FINISH SEE SHEET A3.02 FOR ALUMINUM STOREFRONT SIZES. 1. ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING. GL-1 1 INCH INSULATED GLASS WITH LOW-E COATING. 2. EXTERIOR HOLLOW METAL DOORS SHALL HAVE A U-VALUE OF 0.60 MIN. GL-2 1 INCH TEMPERED INSULATED GLASS WITH LOW-E COATING. GL-3 1 INCH INSULATED TINTED GLASS WITH LOW-E COATING. HM HOLLOW METAL A PR PAIR -424 W2 EIFS SYSTEM PT-6 PAINT TYPE 6: REFER TO SPECIFICATIONS TYPICAL EXTERIOR WALL WITH WEATHER RESISTIVE BARRIER PT-7 PAINT TYPE 7: REFER TO SPECIFICATIONS STUCCO ABOVE ST STEEL - - - - - 1/2" PLYWOOD SHEATHING SAV STAIN AND VARNISH WD WOOD R-25 BATT INSULATION ER ER� PER SCHED. 2" ER SCHED. 2" 8" METAL STUD SHEATHING PER STRUCT. (OCCURS AT WALL TYPE W2A) \\ \ GLAZING // \ GLAZING INSULATED FRAME AT EXTERIOR 36" GYPSUM BOARD w x N N N N CL CL / W W3 / //I L \ / TYPICAL INTERIOR WALL " GYPSUM BOARD / 1 1 FINISH FLOOR FINISH FLOOR 1 2 3 A R-25 &4TT INSULATION 8" METAL STUD DOOR TYPES DOOR FRAME TYPES SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" 36" GYPSUM BOARD N V HARDWARE GROUPS: Z W4GROUP 1: GROUP 2: GROUP 3: INTERIOR SHEAR WALL " GYPSUM BOARD 1ea. L-1 KEYED CYLINDER 1-1/2pr H-11 BUTTS 1-1/2pr H-11 BUTTS _ tea. L-22 THUMBTURN lea. L-15 ENTRANCE LOCK 1ea. E-7 EXIT DEVICE tea. T-9 THRESHOLD tea. T-9 THRESHOLD tea. L-2 MORTISE CLYUNDER R-25 BATT INSULATION lea. DEADBOLT LOCK - SEE 08411 1ea. W-3 DOOR BOTTOM WEATHERSTRIP 1eo. C-5 CLOSER m 1ea. CLOSER - SEE 08411 1ea. W-9 JAMB & HEAD WEATHERTRIP 1ea. T-9 THRESHOLD ui iea. CONTINUOUS HINGE- SEE 08411 1ea. M-9 DRIP CAP 1ea. W-3 DOOR BOTTOM WEATHERSTRIP J 8" METAL STUD lea. DOOR HOLDER - SEE 08411 1ea. S-5 OVERHEAD STOP 1ea. W-9 JAMB & HEAD WEATHERTRIP o 1ea. GLASS GUARDS - SEE 08411 1ea. M-9 DRIP CAP Q N 1ea. PUSH - SEE 08411 1ea. S-1 WALL STOP n SHEATHING PER STRUCT. 1ea. PULL - SEE 08411 w �: 3b" GYPSUM BOARD 1ea. WEATHERSTRIPPING - SEE 08411 N Z NOTE: NO INSULATION AT WALL TYPE W4A H O ~ O O O (n _j 0 W L) F- F O d o o< a Lu r x�asys W J DOE W H Q 04.10.12 sm NIX T O] CM HE U 10053_A301.DWG oM SIEET 71RE C) DOOR SCHEDULE & TYPES 0 0 WALL ASSEMBLIES E 0 C N W E 0_ 1Q PA m N N Qw YRic T m12 0w iW uLRIG TS RE5E" D O 9EEf O Q 0 A3 . 01 0 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 S-0" X 7'-10" UNLESS NOTED OTHERWISE 3. ALL DOUBLE DOORS TO BE 6'-0" X 7'-10" UNLESS NOTED OTHERWISE �- 4. STOREFRONT DIMENSIONS ARE NOMINAL SEE DETAILS FOR HEAD, < JAMB AND SILL CONDITIONS g � a g 9 )TYP. WL 21'-6"22'-0" 5'-4' 5'-4" 6'-0" 5-4" 5-3" 6'-0' 5'-1 1/25'-1 1/2" 24'-0" 6'-6" 6'-0" 5'-9" 5'-9" �4 IS:* "OU LAS O I GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 bLo i GL-3 GL-3 GL-3 GL-3 OMA, Lk F ORy 0 I , N / \ / \ / \ 7 A11.01 5 TYP GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 �i A11.01 co � 00 GL-2 GL-2 GL-2 GL-2 GL-2 T.O. SLAB L L LI % t DOOR DOOR DOOR 101D SF-1 SF_2 101D 1 101D SF-3 3 STOREFRONT TYPES A11.01 TYP A11.01 TMP SCALE: 1/4" = 1'-0" 20'-0" 16'-0" 21'-4" 4'-8" 4'-7" 6'-2" 4'-7" 6'-6" 3'-0" 6'-6" 5'-3" 5'-2" 5'-2" 5'-9" N GL-3 GL-3 GL-3 GL-3 C)i GL-3 GL-3 GL-3 �i GL-3 GL-3 GL-3 GL-3 z of of K1 Roo;n GL-1 GL-1 GL-1 GL-1 J < GL-2 GL-2 GL-2 GL-2 GL-2 c I GL-2 GL-2 GL-2 Q z co ui \ / / •v fV o8 N _ LL N T.O. SLAB N DOOR DOORH 0 0 SF-4 101D SF-5 Lu 101C SF-6 4 � "J O Of STOREFRONT TYPES A" 01 W F- Q jr � Of < SCALE: 1/4" = 1'-0" a 0 � gens 20'-0" 16'-O" 5'-0 1/2" 4'-11 1/2" 4'-11 1/2" 5'-0 1/2" 6'-5" S-2" 6'-5" 14 �i =GL-3 GL-3 GL-3 LL-3 ] �i GL-3 GL-3 GL-3 uve M 04.10.12 0 Bnl1 MD. �. m 0 o qm FlF rn , NN N 10053 A302.DWG C) ;� GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 SHEET STOREFRONT TYPES 0 0 a � I i` T.O. SLAB `� N E SF-7 N O SF-8 N STOREFRONT TYPES OWPRYJ!! p} g(p,.iK hLR0.'S 9ESFFEL o SCALE: 1/4" = 1'-0" NSHM On Q 0 A3 . 02 a 0 0 PERMIT SET SHEET NOTES KEYNOTES ROOF LEGEND 1. REFER TO MECHANICAL DRAWINGS FOR VENTS AND FLUE 5.12 CONNECT CANOPY DRAIN TO UNDERGROUND 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. ® METAL ROOFING AT CANOPY 7.35 MEMBRANE ROOFING 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 RTU'S. KEEP PENETRATIONS AND EQUIPMENT OUT OF THESE a LOCATIONS. SUL 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. l< 9. SEE CANOPY DETAILS ON SHEET A9.03 TO DETERMINE ~C CANOPY DIMENSIONS. A` r- - . 0 4 3 2 Y #5424 (_(�� A8.01 A8.01 A8.01 F O ' 5 6 7 88 9 10 I I I I Q I I I I I I I 200'-0" I I I I I 30'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 30'-0" 1 I 5 5.27 I 5.27 A6.02 I 5.27 5.27 5.27 I 5.27 I CRICKET 5.27 7.63 � 7.63 I 1 I I I I I I I I PROVIDE GUARD RAIL PER OSSC SECTION 1013.2d�1013.6 AND OSHA STANDARD II I I I CFR 29 1910.23 & 1910.271 I I 1 ROOF HATCH N b SEE 1/A6.03 M I I I I I I I I I I 5.27 O 1 Z I I I I I I A6.02 SINGLE PLY TPOI a ., I m I I I I I w N I I I I I MEMBRANE ROOFING N J j a 7.35 - 1 - - - - 1 - - Z Cp wcq r I I I = oZ F Lu w OfO ~ ao { 0 < 0 < t 0 d d to F 7.63 is4l- P , NOTE: VALLEY SLOPEA�c��-'-(�90��VIERFLOW, OVERFLOW, TYP. l? oe` SHALL BE 1/8 : 12'OF•2 I 1 '`5� OVERFLOW, TYP. s 2 I MIN., TYP. OVERROW, TYP. AF2 1 TYP.,oI ,. ROOF DRAIN F I ROOF DRROOF DRAIN AIN ROOF DRAIN 5.27 ..........T:: A - - - - - - - - - - - - - - � - - - � - - - - - - - - - - - - - - A I I I I I w I U17E NI I I I I I 1 04.10.12 5.27 5.27 6 5.27 4 5.27 5.27 5.27 3 5.27 ecx�ig, A6.02 A6.02 A6.02 METAL CANOPY, GUTTER W/ 5.27 m I 1 1 1 TYP. 5 27 DOWNSPOUT AT 1 OW su 3 CANOPY' TYP. 10053 A201.DVVG s m 1111E ROOF PLAN I I I I I I I I I I I I E 0 c d E M N 4 3 2 i A8.01 A8.01 A8.01 QC YR •N! W12BOLA1N KL R6lr FESQNEo N O a1 N 0 N ROOF PLAN SCALE: 1/8" = 1'-0" 0 4' a' ts' A6 . 010 o= o SCALE: 1/8" = i'-0" PERMIT SET WOOD FIBER TAPERED EDGE STRIP METAL PARAPET COPING gi METAL PARAPET COPING EXTEND MEMBRANE BELOW METAL PARAPET NAILER AND SECURE COPING CONTINUOUS METAL CLEAT ED FASTENERS SEE SP � SEE SPECIFICATIONS FOR SPACING x �' SHEET METAL 1 . x x FLASHING x CONTINUE WATERPROO ING MEMBRANE TREATED 2x WOOD NAILER ATTACH TO UNDER SHEET METAL -LASHING TRACK WITH SELF DRILLING SCREWS AT + 16" OC STAGGERED 3 CONTINUOUS SEALANTSUL 3^ NOTE: 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 A WATERPROOFING MEMBRANE {•� �" SINGLE PLY TPO ROOFING MEMBRANE �1�" . _ E1 LA EIFS 1 1/2" WATER FRAMING DRAINAGE EIFS REF STRUCTURAL a #5424 PLYWOOD .. .. .. . . .. .. , . . ."•: . .`'•.. .. ` .� .•.•. ..•.': �FOR� STREET SIDE ROOF F SIDE 6 PARAPET COPING 58 PARAPET STEP SCALE: 1 -1/2" 1 -0 SCALE: NTS 2'-0' 2'-0" TAPER INSUL TO PRIMARY DRAIN TRIM ROOF MEMBRANE TO WITHIN TYP 1/2" OF CLAMPING RING SEAL 7 171 N REF STRUC JBE f n z UNDER DECK Q WATERPROOFING CLAMPING RING J MEMBRANE 6'-0" m WRAP PIPE WITH ROOF DRAIN, J > 2'-0" 2'-0" NO SUMP IN INSULATION INSULATION REF SPECS REF PLUMBING FOR SIZE AND ROUTING a FOR SECONDARY DRAIN. o SECONDARY DRAINS ARE NOT TO HAVE Q N 2" COLLAR/DAMS w r- M N 0 0) SINGLE PLY TPO ROOFING MEMBRANE INTERNAL ROOF DRAIN SECTION p F- AT PRIMARY DRAIN � � � F0 SLOPE SLOPE 4 WO Q < COPE E „ , „ -� PRIMARY PLUS 2R SCALE: 3/4 = 1 -0 SECONDARY DRAIN INLET a O � ~ PRIMARY DRAIN INLET Rens hTOP OF STEEL PER STRUCT. (NOT INCLUDING SUMP) 3/8-DIAMETER BACKER ROD ROOF DRAIN, AND SEALANT AROUND PIPE REF PLUMBING FOR SIZE AND ROUTING STEEL JOIST FULLY ADHERED WE PENETRATION REF STRUC WATERPROOFING MEMBRANE WHERE APPROVED BY LOCAL 04.10.12 N 6" JURISDICTION WRAP PIPE WITH OVERFLOW ROOF DRAIN PIPE. ROUTE AS MEMBRANE TREATED 2X4 BLOCKING (AT STUD Bw a HIGH AS POSSIBLE BETWEEN OR CONNECTION ONLY) m BENEATH JOISTS STAINLESS STEEL DRAW BAND 1" CONTINUOUS TERMINATION BAR WITH FU DRIVE PIN OR SCREW ANCHORS AT 12" CM PLACE CONT SEALANT UNDER PIPE OC 10053_A602.DWG -o FLASHING NEAR BAND AND PIPE sH¢r> MLE No HEAT WELD OR ADHESIVE ATTACH TO g WRAP OVERFLOW PIPES WITH INSULATION ROOF ROOF DETAILS "n REF SPECS MOLDED PIPE FLASHING CONTINUOUS EDGE SEALANT IF REQUIRED o HEAT WELD OR ADHESIVE ATTACH TO N \ BY MANUFACTURER COORDINATE OVERFLOW WRAP PRIMARY ROOF DRAIN PIPE WITH ROOF E ROOF DRAIN OPENINGS W/ STRUCTURAL FRAME INSULATION REF SPECS SINGLE PLY TPO ROOFING MEMBRANE LOCATIONS GLASS FIBER INSULATION FASTENER AND PLATE NOTE: FOR ELECTRICAL PENETRATIONS INSULATION M USE URETHANE RUBBER SEAL SYSTEM STRUCTURE (VARIES) a NOTE: WHEN PENETRATION IS LARGER THAN 6" �R /� REF ROOFING MANUFACTURERS SPECIFICATIONS FACE OF WALL GC YRI A1}.0(RP 1N KL RI TS RESET D N O g� N O ROOF DRAIN SECTION PENETRATION FLASHING MEMBRANE A6 . 02 SCALE: 3/4" = 1'-0 SCALE: 1 " = 1 '-0" SCALE: 1-1/2" PERMIT SET s � 3 N t U 4 = N INSTALL HATCHGRIP o_ LADDER SAFETY EXTENSION ° SOL INSTALL SUPPORT TUBE RAIL PER MANUFACTURER'S DETAIL 0 ROOF HATCH .'DA > REF SPECS G: ti' AS c� ° 13 r ROOFING SYSTEM 424 OF ORS BASE FLASHING Hill O ANGLE FRAME, 3/16 REF STRUC 0 0 0 0 O 0 CN 4t 0 (D z 0 BOTTOM OF CAGES 12'-0° AJ_ 2'-4 1/2" m ° JW a az Z N n ° 2 1/2"x3/8" BENT STEEL BAR w WELDED TO LADDER IN FIELD N 9 OR BOLTED TO LADDER WITH rn 3/4" BOLTS ALIGNED BETWEEN = Z 0 VERTICAL SLOT IN LADDER ANDF- O 0 HORIZONTAL SLOT IN BAR. w O w ATTACH TO BLOCKING WITH F- --� p 1/2" DIA LAG BOLT w t a p 0 p o o BACKING AT ALL LADDER SUPPORTS � a O LLJ ai r TYPICAL REASM 3 1/2"xt/2" STEEL BAR NOTE: CUT WALKWAY PAD SECTIONS AT 10' MAX LENGTH. 0 STRINGER REF MFR FOR ADDITIONAL INFORMATION 3/4" DIAMETER X24" LONG NOTE: FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY METAL RUNG AT 12" OC. WELD To 1/2" FLAT BAR STRINGER PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD w INSTALLATION. oar J N 04.10.12 NOTE: DO NOT INSTALL WALK KIM"m WAY PADS UNTIL ROOF ° PENETRATION FLASHINGS ARE COMPLETE. °10D "E WALKWAY PADS SPACED 10053 A602.DWG 3" APART ADJACENT TO DOUBLE 20 GAUGE STUDS AT SHE7 VLE ° EACH SIDE OF LADDER ALIGNED ROOF HATCH WITH BENT BAR ROOF DETAILS 0 0 E / \ ° 3"x3"X1/4" CLIP ANGLE AT WALK / \ EACH STRINGER BOLTED TO E PAD ° FLOOR SLAB WITH 3/4" BOLT M SLOTTED HOLE FOR FIELD ADJUSTMENT BCR.A 1J N OC(➢YRIGIi IDI$-BQ+A IMC PLL W(ii5 gE5E.H'E TOP OF SLABh o 0, 0• FFY SHM 0 n PAD LAYOUT (TYP ALL UNITS) SECTION AT ROOF HATCH A6 . 03 0 (:D --SCALE: NOT TO SCALE SCALE: 3/4" = 1 '-0" PERMIT SET COLOR LEGEND KEYNOTES KEYNOTES SHEET NOTES 3.11 4" PRECAST CONCRETE SILL, UNPAINTED, 7.07 ROOF LINE BEYOND P15 "SUMMIT GRAY" SW #7669 1 . GUTTERS, DOWNSPOUTS, OVERFLOW DRAIN UNO. LEADERS, DOOR HOODS, HOLLOW METAL STEEL P17 "ROW HOUSE TAN" SW #7689 7.53 SECONDARY OVERFLOW DRAIN DOORS, FRAMES, EXPOSED METAL FLASHING, 4.15 4 X 4 X 16 QUIK-BRIK P83 "COBBLE BROWN" SW #6082 8.02 HOLLOW METAL DOOR AND FRAME TYP AND EXPOSED MISCELLANEOUS STEEL SHALLMATCH ADJACENT BUILDING COLOR UNO. IF 4.17 4 X 8 X 16 GROUND FACE CMU VENEER PAINTED THERE ARE TWO ADJACENT COLORS AT DOORS P85 "ROCKWOOD CLAY" SW #2823 USE THE TOP COLOR FOR THE ENTIRE DOOR. 5.27 METAL CANOPY DECK AND STRUCTURE, 8.05 ALUMINUM STOREFRONT " M1 "SADDLE TAN" WITH EXPOSED SURFACES PAINTED 16.04 EXTERIOR LIGHT FIXTURE 2. REF 5/A6.02 AND 6/A6.02 FOR FLASHING"LARSON BLEND" 7,04 METAL PARAPET COPING CONDITION AT PARAPET STEPS REF SPECIFICATIONS 7.06 WATER DRAINAGE EXTERIOR INSULATION & 3. COORDINATE OVERFLOW DRAIN OPENINGS WITH 8 FINISH SYSTEM STRUCTURAL FRAME LOCATIONS. 4. TOP OF PARAPET STRUCTURE DIMENSION IS TO SUL TOP OF PRIMARY BUILDING STRUCTURE. 5. CANOPIES TO BE PREFINISHED TO MATCH COLOR AS NOTED ON ELEVATIONS. �rp� -As R h1A, wa � _ 424 SOF O A8.01 B C P83 7.04 � 7.06 P17 � 04 P83 TOh P OF PARAPET STRUCTURE O 32'-0" - - TINTED GLASS 7.06 P17 7.07 TOP OF PARAPEf STRUCTURE uRr _ - 77777 1 :' `.. . �... B0� TTOM OF STEEL _ 5.27 P15 14'-0° 1 BOTTOM OF STEEL h 12'-0-0" B� OTTOM OF STEEL g'_p• o oil TOP OF� SLAB P15 5.27 0'-0° FF 1 Z AM2 4.15 � 5.27 P15 M1 4.17 1 4 4.15 AM2 0 A8.01 "Vol 4.17 M1 8.05 TYP. m ELEVATION &EAST acli z SCALE: 1/8" = 1'-0" W r M N D � = 0 Q1 2 A8.01 3 4 5 Aa.o1 O O O As.o1 �� Z 0 Q I T T T 7.04 P83 v ~LLj < o I I I P17 7.06 I o � 0 < 7.04 P83 7.04 P83 P83 7.04 707 707 P17 7.06 TINTED GLASS TOP OF PARAPET STRUCTURE I , CL Wa O U) F 7.07 TOP OF PARAPET STRUCT. TOP OF PARAPET STRUCT. TOP OF PARAPET STRUCT. �Y 27'-0° AFF 7.53 27'-6° AFF 1 7.53 I 7.53 27'-0° AFF 7.53 7.07 TOP OF PARAPET STRUCT. - - - AFF _.. .,. .. ,: .. ., r I � r 3•.. ; _.. . 11 zignage I .I : .. .. P15 5.27 uae 14-0 BOTTOM OF STEEL :. W : .. .. . . . . .. . . . . .. ._. .„. . ... ... .: ..... -. . .... .. ., .. - .. ,.. ..- .., . . . --. .. 04.10.12 BOTTOM OF STEEL .. .... .. . . . . .... .. 8 5.27 12'-0° AFF eras in TBOTTOM OF STEEL j, Ll 10053A701.DWG SHEET 1111E\ / TOP OF SLAB M, _ - _ BUILDING ELEVATIONS D'-D" FF - - - - - - - -- - - - - - z -r - - zs - - - s - - - -L - 5.27 P15 E LIQ 5.27 P15 z - - - - - - - - - - - - - - - - 5.27 P15 I I `i - - - - - - � - - - - - I- 2 4.15 AM2 8.05 TYP. A8.o1 8.05 TYP. A8.01 A8.01 4.17 M1 4.15 AM2 4.15 AM2 8.05 TYP. E 4.17 M1 4.17 M1 0 �1�l i 2 SOUTH ELEVATION 0 4 8' 16' �.a�M p,° SCALE: 1/8" = 1 '-0" SCALE: 1/8° = 1'-D" M A7 . 01 0 o PERMIT SET COLOR LEGEND KEYNOTES KEYNOTES SHEET NOTES $ P15 "SUMMIT GRAY" SW #7669 3.11 4" PRECAST CONCRETE SILL, UNPAINTED, 7.07 ROOF LINE BEYOND UNO. 1 . GUTTERS, DOWNSPOUTS, OVERFLOW DRAIN P17 "ROW HOUSE TAN" SW #7689 7.53 SECONDARY OVERFLOW DRAIN LEADERS, DOOR HOODS, HOLLOW METAL STEEL 4.15 4 X 4 X 16 QUIK-BRIK DOORS, FRAMES, EXPOSED METAL FLASHING, ~P83 "COBBLE BROWN" SW #6082 8.02 HOLLOW METAL DOOR AND FRAME TYP AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO. IF " g 4.17 4 X 8 X 16 GROUND FACE CMU VENEER PAINTED � P85 "ROOKWOOD CLAY" SW #2823 THERE ARE TWO ADJACENT COLORS AT DOORS 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 1604 EXTERIOR LIGHT FIXTURE 2. REF 5/A6.02 AND 6/A6.02 FOR FLASHING AM2 "LARSON BLEND" 7,04 METAL PARAPET COPING CONDITION AT PARAPET STEPS REF SPECIFICATIONS 7.06 WATER DRAINAGE EXTERIOR INSULATION & 3. COORDINATE OVERFLOW DRAIN OPENINGS WITH g FINISH SYSTEM STRUCTURAL FRAME LOCATIONS. t r 4. TOP OF PARAPET STRUCTURE DIMENSION IS TO WIL TOP OF PRIMARY BUILDING STRUCTURE. 5. CANOPIES TO BE PREFINISHED TO MATCH COLOR AS NOTED ON ELEVATIONS. AS V SAC 424 F4#ORti C B AB.o 1 7.04 P83 T0 14 � P OF PARAPET STRUCTURE TINTED GLASS 32'-0" I P17 7.06 I 7 I 7.07 TOP OF PARAPET STRUCTURE 26'-6-6" - - 3. P15 5.27 4.15 AM2 I B0� TTOM OF STEEL 5.27 P15 BqOTTOM OF STEEL 8'-0" I � o TOP OF SLAB _ al N 0'-0" FF i - - - - - - - - 15 5.27 _ - _ 4.17 M fn AM2 4.15 8.05 1 8.05 z 3.11 A8.01 0 M1 4.17 J WEST ELEVATION 1 00 w SCALE: 1/8" = 1 '-0" -J p z r w U) ad N p Ir rn r2 z 10 A8.o1 8 7 6 AS.o1 5 4 3 A8.01 2 1 w 0 `w' o P83 7.04 Q Q Q Q J O I _ Lu - p TOP OF PARAPET STRUCTURE 7.04 P83 3' 2 0 - - 7.07 TINTED GLASS I 7.04 P83 00 w P17 7.06 P17 7.06 d d 0 (D { F I TOP OF PARAPET STRUCT. 7.07 TOP OF PARAPET STRUCT. hTOP OF PARAPET STRUCTURE I 27' 6" AFF TOP OF PARAPET STRUCT. 7.07 27 - - TOP OF PARAPET STRUCTURE -.- - - - 2 0 AFF .. , ' .. , , r - 1. ml , , t.. 15 5.27 . . . . .. •, . . .: . _. :. . ,1.. I, .. ... , 4 BOTT M ave 0 OF STEEL ,2-0 04.10.12 T BOTTOM OF STEEL �i m 8, 0. - - a 3 0 0 10053_A702.DWG ao SIEET 7111E Mi TOP OF SLAB 71 9 0�-0" FF BUILDING ELEVATIONS - - CJ- - - - - - � - - CJ - - 5.27 P15 - s - - -L - 5.27 P15 - - - - _ Ls - � z - z - - - - - - - - - - - - 5.27 P1 CONTROLJOINT (CJ) - - - - - - - - - - 2 4.15 AM2 3 4.15 AM2 - - - - - - - s A8.01 4.15 AM2 8.05 4 4.15 AM2 8.05 A8.01 8.02 P85 TYP. A8.01 4.17 M1 E 3.11 4.17 M1 8.05 TYP. 0 4.17 M1 NORTH ELEVATION *c YRirt mu-e 1wn Lwa TSRESEmD AS 0 4' 8' 16' _ SCALE: 1/8 = 1 -0" 7 SCALE: 1/8" = 1'-0" a A7 . 02 0 0 PERMIT SET A 1 B C A8.01 I 1 1 1 1 TOP OF PARAPET STRUCTURES �t I I I I 27 0 7777= H N I I 1 1 2 A9.01 I I I I I A9.01 I I I I I I I I I I TOP OF BRICK VENEERS I I I I 12'-0" ,L. AS I I I I .y L, 5424 TOP OF SLABS F O ( 0'_0f 1 1 1 1 1 A8.01 4 BUILDING SECTION 4 SCALE: 1/8" = 1 '-0" 1 1 TOFET STRUCTURE_ 32'-0" AFF TOP OF PARAPET STRUCTURE TOP OF PARAPET STRUCTURE I 1 2 I —� 27 � I I As.o3 1 I I I I I I I I I I I A9 02 I I I A9'02 I I I I I I I I CD A$600M OF STEEL I I I I I I I I Q 147-00- 'F I I BOTTOM OF STEEL I I I TOP OF BRICK VENEER 12'-01$ I I I I — '2'-0 J BOTTOM OF STEEL I I I I I 5 1 — —e'� I I I I m ELECT I JuJ I ROOM 1 Q Z TOP OF SLAB I I 1 I TOP OF SLAB 1 1 1 I I A/Lu oN _ — — — J 1 ♦ — — — — J 1 ` _ — — z A8.01 A8.01 w w O W w O 0 U ~ p & UILDING SECTION 2 BUILDING SECTION 3 oo � W0 � 0 SCABLE: 1/8" = 1 '-0" SCALE: 1/8" = 1 '-0" �' ~ REAM A8.01 � � � A8.01 � � O O AS 01 �O TOP OF PAR4PEfh 32'-0" I I I I I I I I I 1 1 I w T� OP OF PARAPET STRUCTURE 1 I DATE a26'-s" AFF I I I I I 04.10.12 ena N& T I 3 00 A9.01 I I I I I I I I � ME 10053_A801.DWG 9EF1 71RE BOTTOM OF 4T-O� BUILDING SECTIONS o I I o I I I I I I I I BOTTOM OF STEEL oL E I I I I I I I I I I I 0 TOP O' FF Y �l�! T 0C YRI AI] B( I NL RipTS RESER 0 SHM _ 3 3 2 '"' A8.01 A8.01A8.01 BUILDING SECTION 1 0 4' 8' 16, A8 , 01 1 SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1'-0" 0 o PERMIT SET 4 6 10 A6.02 TOP OF PARAPET STRUCT. — — — -0" AFF $ 32' I I I 1 � C 6 6 A6.02 A6.02 ��a.� I I I I o LOP OF PARAPET STRUCT. I TYPICAL ROOF ASSEMBLY: 1 Flj TOP OF PARAPET STRUCTS 2T 7-0=FF I I SINGLE PLY TPO MEMBRANE ROOFING; A6.02 27_0• AFF - #54247c;l R-30 RIGID INSULATION (2 LAYERS, STAGGER JOINTS); F 0 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. 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; I WEATHER RESISTIVE BARRIER; 8" METAL STUD; 8" METAL STUD; 1/2" SHEATHING; R-25 BATT INSULATION; R-25 BATT INSULATION; METAL STUD; 8" METAL STUD PER STRUCT.; 8" METAL STUD PER STRUCT.; —� Rw 25 BATT INSULATION; VAPOR RETARDER; VAPOR RETARDER; 8" METAL STUD PER STRUCT.; N SHEATHING PER STRUCT.; VAPOR RETARDER; 5/8" GYPSUM BOARD, PAINT 5/8" GYPSUM BOARD,PAINT SHEATHING PER STRUCT.; 5/8" GYPSUM BOARD, PAINT z I BOTTOM OF STEED Q 14'-0" FF _j 12 12 I I m w. A9.03 A9 03 I I I J a ` _ J I I Qz 1p w n/ alj N 04 WALL ASSEMBLY 1: I I A9.03 LL c 4x4x16 QUIK-ERIK VENEER OR I = z 8x4x16 CMU VENEER; 1-1/2" AIR SPACE; I I p w WEATHER RESISTIVE BARRIER; J 2 p 1/2' SHEATHING; I I w g �— a p 8" METAL STUD PER STRUCT.; WALL ASSEMBLY 1: I I BOTTOM OF STEEL _-D ❑ Q R-25 BATT INSULATION; 4x4x16 QUIK-BRIK VENEER OR — —8 W O C7 VAPOR RETARDER; 8x4x16 CMU VENEER; 0_ SHEATHING PER STRUCT.; 1-1/2" AIR SPACE; ` ~ 5/8" GYPSUM BOARD, PAINT WEATHER RESISTIVE BARRIER; 1/2" SHEATHING; 8" METAL STUD PER STRUCT.; R-25 BATT INSULATION; VAPOR RETARDER; SHEATHING PER STRUCT.; 5/8" GYPSUM BOARD, PAINT I I wWE TYPICAL FLOOR ASSEMBLY: TYPICAL FLOOR ASSEMBLY: SLAB ON GRADE PER STRUCT.; SLAB ON GRADE PER STRUCT.; TYPICAL FLOOR ASSEMBLY: 04.10.12 N VAPOR BARRIER; VAPOR BARRIER; SLAB ON GRADE PER STRUCT.; a TOP OF CMU VENEER TOP OF CMU EER VAPOR BARRIER; I Bw N& 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 2-O" FF GROUND IMPROVEMENT PER CML GROUND IMPROVEMENT PER CML 2,q _p" FF 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; m GROUND IMPROVEMENT PER CIVIL A9 03 pro fu 10053_A901.DWG T0� P OF SLAB _ _ I I I I TOP OF SLAB 0'-0" FF I . I '. � — — 0'� � I TOP OF SLAB �� WALL SECTIONS /�� I II I II II I II p' E ;I 1=1 —_ / //X E 'J` - - - - - � � a 7 c:i A9.03 7 A9.03 BcpA *C YRI Al2 .BO WµlMdT5RE5ER D N O N O &4PICAL WALL SECTION AT FRONT TYPICAL WALL SECTION AT REAR WALL SENTION AT D TOWER p 2. 4. A9 . 01 1/2" SCALE: 1/2" SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1'-0` o PERMIT SET a 6 A A6.02 SI C A6.02 1 I I - - - TOP OF PARAPET STRUCT. 2 7'_6�AFF— — — — I Ai _TOP OF PARAPET STRUCT. i3 u AS T TYPICAL ROOF ASSEMBLY: 1 27'-6" AFF SINGLE PLY TPO MEMBRANE ROOFING; A6.02 R-30 RIGID INSULATION (2 LAYERS, _ STAGGER JOINTS); VAPOR RETARDER; '�` 5424 METAL DECKING PER STRUCT. TYPICAL ROOF ASSEMBLY: yl � METAL TRUSS PER STRUCT. 1 SINGLE PLY TPO MEMBRANE ROOFING; F Qmy A6.02 R-30 RIGID INSULATION (2 LAYERS, STAGGER JOINTS); VAPOR RETARDER; METAL DECKING PER STRUCT. METAL TRUSS PER STRUCT. I io I I I T I I I m I WALL ASSEMBLY 2: WALL ASSEMBLY 2: EIFS; EIFS; WEATHER RESISTIVE BARRIER; WEATHER RESISTIVE BARRIER; I 1/2" SHEATHING; 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; VAPOR RETARDER; SHEATHING PER STRUCT.; SHEATHING PER STRUCT.; 5/8" GYPSUM BOARD, PAINT 5/8" GYPSUM BOARD, PAINT (V rrot A9.03 1 1 z /\ 9 �I BOTTOM OF STEEL A11.01 WALL ASSEMBLY 1: I 1T 2 -O FF 1 4x4x16 QUIK-ERIK VENEER OR I TOP OF BRICK VENEERr - - 8x4xi6 CMU VENEER; f 12'-0" -FFA m 1-1/2" AIR SPACE; ui WEATHER RESISTIVE BARRIER; 1/2" SHEATHING; o 8" METAL STUD PER STRUCT.; N R-25 BATT INSULATION; r VAPOR RETARDER: 1 W U)SHEATHING PER STRUCT.; N 5/8' GYPSUM BOARD, PAINTm 110 BOTTOM OF STEEL A11.01 w U) J 0 ~ ~ ~ O of w g a c p a (L O 6 x A11.01 I I I TYPICAL FLOOR ASSEMBLY: SLAB ON GRADE PER STRUCT.; TYPICAL��R�SEMBLY: TOP OF CMU VENEEROF CMU VENEER I VAPOR BARRIER; w SLAB ON GRADE PER STRUCT.; 2'-0" FF 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; J VAPOR BARRIER; TOP OF CMU VENEER GROUND IMPROVEMENTS PER CIVIL � 4" CRUSHED ROCK CAPILLARY BREAK BASE PER GEOTECH; 2'-0" FF 04.10.12 GROUND IMPROVEMENTS PER CML - - , 04. 1111 BWA TOY OF SLAB _ _ r 1 0'-0" FF TOP OF SLABS III III I I$I CM FU e . 0 0 FFY - : 10053 A902.DWG swu,IM \ \\ \ \ \ \ \ WALL SECTIONS -1 I, ,III / /\/\/\/\/\ ✓/✓/ /i. /i. /i. / A\1 A\1 E 7 A9.03 E � A9.03 lic l N O�YR031! 2p12 BIFq IHC PLL 9GIT5 RESERJED SHM d 2 WALL SECTION AT HM DOORWALL SECTION AT STOREFRONT/CANOPY A9 . 02 a SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1 '-0" 0 0 PERMIT SET CLEVIS & KNIFE CORRUGATED METAL PLATE PER STRUCT. SLOPE TO DRAIN I I STEEL TUBE PER I STRUCTURAL � � SHEATHING D A9.03 I o I KNIFE PLATE %kBRICK VENEER PER STRUCTURAL::X ILL WEATHER RESISTIVE BARRIER CORRUGATED MTL. 3" DOWNSPOUT, ROUTE DECKING, FINISHED BRICK VENEER _ _ _ _ _ _ 2" DOWN BRICK JAMB SIDE FACING DOWN, 5" GUTTER PAINT FOR WEXPOS D SIDE j7 METAL FLASHING W/ PROTECTION EDGE OF METAL SOL HEMMED EDGE ROD AND CLEVIS, FLASHING SEE STRUCT. I — — - - STOREFRONT SEE DETAIL 4/A9.03 - - - - - - - - — — — — — — — — ={^rD FOR EIFS DRIP 7 I SLOPE 3/8:12 — — — — — — — — — A11.01 I STEEL ANGLE, PAINT AS BRICK VENEER HSS PER STRUCT. BEAM PER STRUCT. CHANNEL PER A A, WA ` GUTTER, CONNECT TO STRUCT., PAINTy f� 5424 DOWNSPOUT AT END WALL PER PLAN bF Qlo 3" DOWNSPOUT, SEE SITE PLAN FOR DISCHARGE NOTE: SEAL ALL 5'-6" PENETRATIONS 2 SOFFIT AT BRICK VENEER METAL CANOPY 9 CANOPY ATTACHMENT SCALE: 3 = 1'-0SCALE: 3/4 =1 -0 SCALE: 1 -1/2 BRICK VENEER STRUCT 2" AIR SPACE SHEATHING WHERE INDICATED BRICK VENEER TIE PER STRUCT. EIFS SYSTEM WEATHER RESISTIVE WEATHER RESISTIVE BARRIER BARRIER, LAP OVER 1'-0• METAL FLASHING 4" METAL STUD ROOF DRAIN, SIZE PER MEP, MM 1/2" PLYWOOD ATAERIADRAINAGE WRAP W/ INSULATION CUT GYPSUM BOARD TO FIT 1" 1 SHEATHING 5/8" GWB TYP WITHIN 3/8" OF BOTTOM OF PROVIDE WEEP HOLES a ROOF DECK STEEL PLATE PER SLAB ON GRADE AT VID O.C. MOMENT FRAME PER STRUCT STRUCTURAL PER STRUCT. 24" METAL FLASHING 77 1 1BARRIER0 MIL VAPOR CONT SEALANT N a a RI METAL ROOF DECK 4tff nn STEEL PLATE AND a h ATTACH 16 GAUGE 6" DEEP LEG TRACK V MOUNTING 4 WITH #10 TEK SCREWS FOR (2) ROWS Z 477 77-77-77777"A PER STRUCTURAL ° as SILL SEAL ATTACH GYPSUM AT 24" OC TO METAL ROOF DECK Q a a 4 COLUMN PER STRUCT BOARD AT TOP ONLYTA M Op v DOWNSPOUT T1GHTllNE 2" x 20 GAUGE CONT SEE DETAIL 4/A9.03 ° 2'-0• J-MOLD EDGE METAL STRAP mLu FOR EIFS DRIP 6" CAPILLARY ° BREAK a a I WALL FINISH Q Z GALVANIZED CLEVIS AND FOOTING DRAIN CANOPY (DOWNSPOUT FROM ABOVE, RI REF PARTITION TYPES w r_ ROD PER STRUCTURAL HOLD TI¢HT TO BRICK VENEER ° . / DRAINAGE ROCK n/ 06 N ° W/ FILTER FABRIC, LL o C�; a SEE CIVIL = o IN BOX OUT CAPTURE TRACK CANOPY CONNECTION FOUNDATION/FOOTING DETAIL G INTERIOR ROOF DRA O W 2 � a 8 SCALE: 3" = 1'-0" SCALE: 1 -1/2" = 1'-0" V SCALE: 1 "-1 '-0" SCALE: 1 -1/2" = 1 '-0" o o a � w03c� a a U Evans CUT GYPSUM BOARD TO FIT WITHIN NOTE: 3/8" OF BOTTOM OF ROOF DECK MODIFY DETAIL AS I TOP TRACK REOD BY MFR FOR I WATER DRAINAGEMETAL STUDS EIFS 1/2" PLYWOOD I JOIST BEYOND caE w I SHEATHING w I 04.10.12 DRAINAGE EIFS GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL N I 1/2" PLYWOOD 1 1/2" WATER erm SHEATHING JOINT T BOTTOM TRACK REF SPECIFICATIONS m WATER DRAINAGE cm FIX WATEIFS - - - - - - - - - _. — — — — — — CAPTURE TRACK 18 GAUGE WITH 6" DEEP LEGS SECURED TO BOTTOM 10053_A902.DVVG CHORD OF JOIST SHM me � LTREF CA PTURE TRACK EXTERIOR & /2 INTERIOR DETAILS E GYPSUM BOARD SPACER GYPSUM BOARD COVER GYPSUM BOARD E SLIP JOINT REF PARTITION TYPES v BC METAL STUDS QC�YRI „ X12 ��L RIFTS"ESEm D N s� O N O PARTITION ATTACHMENT EIFS DRIP QEIFS REVEAL AT PERPENDICULAR JOIST GYPSUM BOARD CONTROL JOINT A9 . 03 4 SCALE: 6" = 1'-0" SCALE: 6" = 1 '-0" SCALE: 1 -1/2" = 1 '-0" SCALE: 1 -1/2" = 1 '-0" PERMIT SET 0 1-1/2° AIRSPACE HEADER PER STRUCT. i WEATHER RESISTIVE I BARRIER FLEXIBLE FLASHING, LAP BEAMS PER 1/2" PLYWOOD 6" MIN. OVER METAL STRUCT. SHEATHING ` FLASHING SHEATHING PER \\ STRUCT. WHEREI BRICK VENEER I WEATHER RESISTIVE OCCURS I GWB, PAINT I BARRIER FLEXIBLE FLASHING OVER PLYWOOD AND MTL ANGLE = I METAL FLASHING, RUN GWB, PAINTI VERTICAL LEG 8" MIN UP WALL I PROVIDE WEEP HOLES I BOTTOM OF STEEL I SEE DETAIL 4/A9.03 'Sv Y ..,.._. o« FOR EIFS DRIP L 5x50/8", EXTEND fW -RS PAST OPENING 6" EA. SHIM SEALANT SIDE TIA' SHIM 3/16 4®12 SEALANT STEEL LINTEL PER 4 WA 3/16 4®12 STRUCT. SEALANT OF ORS' 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" 1-1/2" SHIM SHEATHING PER 1/2° PLYWOOD SHEATHING STRUCT. WHERE 1-1/20 METAL FLASHING, OCCURS 1/2° 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 FLASHING, LAP INTO I WEATHER RESISTIVE BARRIER BEAM PER STRUCT. I OPENING BRICK VENEER GWB, PAINT FLEXIBLE FLASHING, LAP Ia. INTO OPENING ALUMINUM BREAK I BRICK VENEER IN I I METAL I I SEALANT � V I SHIM METAL 'L' TRIM SEALANT z I I —SHIM ROD & SEALANT SHIM METAL 'L' TRIM BACK EfZI ROD ROD & SEALANT — AND S T HOLLOW METAL D BOTTOM OF ST EELS DOOR FRAME Y DOOR PER ALUMINUM STOREFRONT m_ a COMPENSATING HEAD SCHEDULE FRAME 0 CHANNEL Q N METAL FLASHING W U) cl) N O rn Z LLIO 0 O INTERMEDIATE STOREFRONT HEADER HM DOOR JAMB AT BRICK VENEER STOREFRONT JAMB AT BRICK VENEER JIt G G 0 7 SCALE: -0" V SCALE: 3" = 1 '-0" 5 SCALE: 3" = 1 '-0" o W o � d 0 � 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 SET IN SEALANT, SPRING-FIT DOOR PER TIGHT TO SILL SEALANTDm ?" ALUMINUM DOOR PER SCHEDULE DOOR BOTTOM SCHEDULE WEATHER STOPPING 04.10.12 CONCRETE SILL STOREFRONT ALUM. THRESH. SET INAA FRAME ALUM. THRESH. aoa wa SEALANT SET IN SEALANT m I STOREFRONT GWB, PAINT I SUBSIL03 OW 05M3 3 I IN SEALANT Lle o I FLEXIBLE FLASHING, SLOPE SIDEWALK SLOPE SIDEWALK g I LAP INTO OPENING SLAB ON GRADE d a a a at mtE DOOR & WINDOW 1/2" CONT. _a __a 1/2" CONT. a d _____ 1/2N CONT. ------ --- --- ---- -- ---------- ------ DETAILS I 1-1/2" a PRE-MOLDED FIBER d a PRE-MOLDED FIBER d a PRE-MOLDED FIBER EE P AIRSPACE a STRIP d STRIP d STRIP a 4 aQ a a4 a d a Q a 4 a d E WEATHER RESISTIVE SIDEWALK I BARRIER CMU VENEER CONC. SLAB CONC. SLAB BIC PA Of%YRI X12 -8( INC 4l RiMTS RESE D N 1/2° PLYWOOD SHEATHING sift 0 n 0 STOREFRONT SILL STOREFRONT SILL AT CONCRETE HM DOOR THRESHOLD STOREFRONT THRESHOLD A11 . 01 0 PERMIT SET GENERAL CONCRETE STEEL DECK a g 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: d 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. Ld - 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. g FOR THE DESIGN. ITEMS DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE STATE ADMIXTURES: 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 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. SUL 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. R�3 C T U 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 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 �' `O 3a0p 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 MISCELLANEOUS: CEMENTITIOUS MATERIAL. W/C RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH APPROVAL PRIOR TO SHOP DETAILING. �4Y 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. t�N PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR FIELD ROOF DECK: XPIRES91301S�'lif 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 SPECIFICATIONS FOR CURING REQUIREMENTS. REFERENCE STANDARDS: SITE WORK 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 = 65KSI 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 SDQ REBAR SHALL BE USED IN DUCTILE FRAME MEMBERS AND SHEAR WALL BOUNDARY ELEMENTS. ASTM A615, (COMPONENT DESIGN DRAWINGS) SHALL INDICATE MEMBER SIZES, SPACINGS, AND MATERIALS; SHOP AND FIELD ASSEMBLY STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OFDETAILS AND CONNECTIONS; TYPE AND LOCATION OF BOLTS, WELDS AND OTHER FASTENERS; DESIGN LIVE AND WIND LOADS; 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: STRUCTURALSTEEL ASTM A992 STRUCTURAL TUBES ASTM A500, GR. B DETAIL, FABRICATE, AND PLACE PER ACI 315 AND ACI 318. SUPPORT REINFORCEMENT PER CRSI MANUAL OF STUDS AND TRACKS: 16 GAUGE AND HEAVIER ASTM A446 GRADE D OR ASTM CONNECTION MATERIAL, EMBEDDED ITEMS, CHANNELS, STANDARD PRACTICE, MSP-1. A570 GRADE 50, MIN FY = 50 KSI ANGLES, BASE PLATES AND MISCELLANEOUS STEEL ASTM A36 18 GAUGE AND LIGHTER ASTM A446 GRADE A OR ASTM STRUCTURAL BOLTS ASTM A325-N, A325-SC, A490-N, A490-SC CONCRETE COVER: A570 GRADE 33, MIN FY = 33 KSI (n ANCHOR RODS ASTM F1554, GR. 36, 55, 105, UNO BEAMS STIRRUPS AND COLUMN TIES 1 1/2" SHEET METAL SCREWS PER DESIGNER THREADED RODS ASTM A36 SLAB BARS 3/4" TYP V FOR RATED CONST. TRACK TO STEEL CONNECTORS PER DESIGNER w WELDING ELECTRODES 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, NONSTRUCTURAL SLAB-ON-GRADE MID-DEPTH TRACK TO CONCRETE CONNECTORS PER DESIGNER Z a MIN. METAL DECK AND COLD-FORMED WELD MATERIALS 60 KSI ELECTRODES o WALL BARS: INTERIOR FACES 3/4" J N EXPOSED TO EARTH OR WEATHER 1 1/2" (NO. 5 AND SMALLER) STUDS AND TRACKS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A525, G60. U) WELDING: 2" (NO. 6 AND LARGER) `� 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" m o m BE BY AWS CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, PER AWS, OR QUALIFIED BY TESTING SIZE AND PROFILE: 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 O 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 0 UNO. 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 o THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED INSSMA SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE ARCHITECT AND ENGINEER. EXTERIOR STUD SHALL BE 18GA w a WELDING OF REINFORCING, WHEN APPROVED BY ARCHITECT / ENGINEER, SHALL BE PER AWS D1.4 REINFORCING MIN, UNO. INTERIOR STUD SHALL BE 20GA MIN, UNO. 0 a ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ALL FULL PENETRATION FIELD AND SHOP WELDS STEEL WELDING CODE. REBAR TO BE ASTM A706, GR. 60 LOW ALLOY. USE E70XX WELDING ELECTRODES WHEN O 3 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: OF TESTS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT / ENGINEER. GROUT FOR BEARING PLATE: THE MAGNITUDE OF THE FORCES SHALL BE CALCULATED PER CHAPTER 16 OF THE IBC. REFERENCE "DESIGN CRITERIA" FOR CAMBER: FOR BASE BEARING PLATE, GROUT SHALL BE NON-SHRINK TYPE WITH MINIMUM F'C = 8,000 PSI. LOADING CRITERIA. LATERAL LOAD DEFLECTION CRITERIA SHALL BE U600 FOR MASONRY OR PRECAST CONCRETE VENEER, BEAM CAMBER INDICATED ON DRAWINGS IS THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO L/240 FOR EIFS-TYPE SYSTEMS AND U180 FOR FLEXIBLE FINISHES SUCH AS METAL PANELS OR SIDING. THE STUDS SHALL BE THE JOB SITE. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, ANCHORS ATTACHED TO THE STRUCTURE SO AS TO NOT INTERFERE WITH OTHER TRADES OF THE PROJECT. 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. Y 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 ICBG-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 o MANUFACTURER SHALL BE A MEMBER OF STEEL JOIST INSTITUTE (SJI) AND ALL STEEL JOISTS AND GIRDERS VENEER OTHER TRADES OF THE PROJECT. 05.15.12 > SHALL BE SJI APPROVED. STEEL JOIST SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. SUBMITem 1a CONSTRUCTION DOCUMENTS PER GENERAL NOTES AND IN ACCORDANCE TO SJI SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ANCHOR TIE PRODUCTS AND OTHER REQUIREMENTS. MASONRY VENEER DEFORMATION COMPATIBILITY: 10053 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. am FU ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE HOT DIPPED GALVANIZED AFTER OUTSIDE FACE OF VENEER. ANCHORS/TIES SHALL BE SPACED AT A MAXIMUM SPACING OF 16" O.C. HORIZONTALLY 10053-S0.01.dwg 0 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, ERECTION: SHMTMU 0 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 a; SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF NOTES THE ARCHITECT / ENGINEER. 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 THE ARCHITECT / ENGINEER FOR APPROVAL PRIOR TO FABRICATION. BCRA N OLCVYRIGM A11 BW.IHL.Nl PIMIS RESWiID N SHM a 7 Q 0 S0 . 01 0 0 PERMIT SET GENERAL SYMBOLS LEGEND CONCRETE SYMBOLS LEGEND ABBREVIATIONS LIST INSPECTION SCHEDULE AB ANCHOR BOLT Verification and Inspection Continuous Periodic Comment A ACI AMERICAN CONCRETE INSTITUTE Fabrication and Erection/Placement X See Note 12 1.00 AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION High Strength 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 ADDRESS NUMBER 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 4 REINFORCING SECTION CALLOUT BFF BELOW FINISHED FLOOR W Single Pass fillet > 5/16" X BL BLOCK LINTEL w Single Pass fillet < 5/16 X See Note 4BM n Y BO BOTTOM OF rn Floor and Roof deck X See Note 4 o BOS BOTTOM OF STEEL Anchors and studs X See Note 4 ^ N A MAY BE USED TO BRG BEARING S1.00 OPENING (PLAN OR ELEVATION) Cold-formed steel N/A See Note 4 SEAL FURTHER IDENTIFY EXTENTS OF CJ CONTRACTION JOINT Stairs and railing systems N/A See Note 4 ELEVATION CL CENTER LINE Welding N/A See Note 9 CLR CLEAR g (reinforcement) ELEVATION CALLOUT SLAB THICKNESS CHANGE SLAB ELEVATION CHANGE CMU CONCRETE MASONRY UNIT Steel detailing and placement X p c T U COL COLUMN �R CONC CONCRETE Reinforcing placement X See Note 12 """ `� 7p111mT K COND CONDENSER UNIT Reinforcing welding See above c m�TTr ` CONST CONSTRUCTION 340p P SLOPE CHANGE w Anchor bolts X �m��1 CONT CONTINUOUS � w Concrete sampling and test specimen preparation X I I DIA DIAMETER U Concrete / shotcrete placement X ?� � FLOOR STEPS AND SLOPES OREGON `. .____. EDC ELECTRICAL DISTRIBUTION CENTER A EIFS EXTERIOR INSULATION AND FINISH SYSTEM p Concrete curing X ��N � s1.00 EJ EXPANSION JOINT Prestressed N/A See Note 6 xPIREs9130i FOOTING STEP EL ELEVATION Precast erection N/A 1�lY ELEC ELECTRICAL DETAIL CALLOUT EQ EQUAL Posttensioned N/A See Note 7 EW EACH WAY Mortar proportions N/A FDN FOUNDATION Mortar joints N/A OA STEEL SYMBOLS LEGEND FF FINISHED FLOOR Block and reinforcing placement N/A See Note 12 FS FAR SIDE z FTG FOOTING O Reinforcing welding See above COLUMN BEGINS GA GAGE CO Grout placement N/A AT THIS LEVEL GC GENERAL CONTRACTOR � 0 Grout sampling and test specimen preparation N/A NEW CONSTRUCTION GYP GYPSUM BOARD Anchorages (incl. connection to other construction) N/A GRIDS H HEIGHT COLUMN CONTINUES HORIZ HORIZONTAL INSPECTION SCHEDULE NOTES: WP A WP • wP THROUGH 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 ❑ �J 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 //1 COLUMN ENDS ISO ISOLATION IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. ��� T-- f---1 BELOW THIS LEVEL BEARING ELEVATION 2. ALL MANUFACTURER DESIGNED AND PREFABRICATED COMPONENTS SHALL CONFORM TO SPECIAL INSPECTION REQUIREMENTS OF COMPACTED UNDISTURBED - _1__ L___J JST JOIST CHAPTER 17 OF THE IBC AS DEFINED BY THE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. JT JOINT EARTH 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. NORTH (PRIMARY MEMBER) L LENGTH 4. PERIODIC SPECIAL INSPECTION IS ACCEPTABLE PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF 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 (n T/SLAB TISTL T/STL STEEL BRACE MTL METAL INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND NOT USED FOR BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE Q EL_'-_" EL_ EL_'-_" NBPS NOT BY PRECAST SUPPLIER SHEAR WALLS AND NOT USED AS SHEAR REINFORCEMENT. z w (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 0 AT FLOORS ALL OTHERS -- -- -- -- - -- BRACE BELOW NS NEARSIDE GROUT SPACE PRIOR TO GROUTING AND ANCHORAGES. -J 04 NTS NOT TO SCALE TOP OF STRUCTURE 11.NOT USED. Z) U) OC ON CENTER 12.VERIFICATION OF MATERIAL PROPERTIES, GRADE, TYPE AND SIZE IS REQUIRED. m °e N SLOPE STEEL ROD IN PLAN OD OUTSIDE DIAMETER 13.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 SLOPE 14.DESIGN-BUILDER TO PROVIDE A PLAN FOR COLD AND HOT WEATHER PLACEMENT OF CONCRETE OR MASONRY AND THE SPECIAL O o w PAF POWDER ACTUATED FASTENER J 2 0 PC PRECAST INSPECTOR IS TO PERFORM PERIODIC INSPECTION TO PROVIDE VERIFICATION FOR THE NEED TO IMPLEMENT SUCH PLANS. DRAWING LIST PL F PLA EDS PER CUBIC FOOT o 0 PLF POUNDS PER LINEAR FOOT DESIGN CRITERIA O ° Q U 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. FEASKM 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) SPANREF REFER TO ROOF DEAD 17 (psf) S2.02 COLUMN/SLAB EDGE REINF REINFORCING SNOW: GROUND SNOW LOAD 25 (psf) S2.03 COLD-FORMED FRAMING PLAN REQD REQUIRED S2.01 S2.04 ROOF PLAN REV REVERSE EXPOSURE C '-'-'-'-'- S205 COLUMN LOAD PLAN RO ROUGH OPENING IMPORTANCE FACTOR 1.0 S2 Y -'-' 02 . RTU ROOF TOP UNIT 0 U SCHED SCHEDULE LATERAL DESIGN LOADS: �� o MATCHLINE S3.01 MOMENT FRAME ELEVATIONS SDI STEEL DECK INSTITUTE WIND: BASIC WIND SPEED 95 mph (3-sec gust) 05.15.12 > S3.02 STEEL ELEVATIONS SIM SIMILAR EXPOSURE C em NM SJI STEEL JOIST INSTITUTE IMPORTANCE FACTOR 1.0 10053 S4.01 TYPICAL CONCRETE DETAILS SPECS SPECIFICATIONS SEISMIC: SITE CLASS D FLAG NOTE S4.02 TYPICAL CONCRETE DETAILS STRUC STRUCTURAL USE GROUP I 10053-so.02.dwy S4.11 CONCRETE DETAILS ---- T&B TOP AND BOTTOM o ANNOTATION SYMBOLS DESIGN CATEGORY D swru S4.12 CONCRETE DETAILS ---- THK THICKNESS M TO TOP OF Sg 0.95 TOC TOP OF CONCRETE S1 0.34 S5.01 TYPICAL STEEL DETAILS DRAWING LIST, TOF TOP OF FOOTING IMPORTANCE FACTOR 1.0 ABBREVIATIONS AND S5.02 TYPICAL STEEL DETAILS TOGB TOP OF GRADE BEAM R 3.5 S5.03 TYPICAL STEEL DETAILS TOM TOP OF MASONRY TOTAL BASE SHEAR V=0.203W DESIGN CRITERIA S5.11 STEEL DETAILS TOP TOP OF PAVING S5.12 STEEL DETAILS TOS TOP OF STEEL TOW TOP OF WALL BOIL; E S5.13 STEEL DETAILS TRANS TRANSVERSE SOIL DESIGN INFORMATION PER THE GEOTECHNICAL REPORT BY TERRACON DATED JULY 28, 2011. ALLOWABLE SOIL M TYP TYPICAL BEARING PRESSURE EQUALS 3000 PSF (ON COMPACTED STRUCTURAL GRAVEL FILL) B�M S6.01 TYPICAL COLD-FORMED UNO UNLESS NOTED OTHERWISE 91 STEEL FRAMING DETAILS S6.02 TYPICAL COLD-FORMED VERT VERTICAL sM STEEL FRAMING DETAILS W WIDTH Q WP WORK POINT S 0 0 . 02 0 Cn PERMIT SET 4 U SUL �RUCTU B 1 2 3 4 5 6 7 8 9 10 199'-0" 13 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" , 29'-0" T XPIRES91301 y I I I I I I I I I I I B4 S3.02 I I I I I I I I I I 6'-0" '-0" 6'-0" 6'-0" '-0" 6'-0" A4= R - _ - _ _ - - bo oQrn ,�� +�\ I S4.11 cRo 1 (000 599 Qo a) 1t�\ \�`6 rn rn �1+ EDGE OF FTG, 51+ rn,rn c) rn 0)lo) rn,rn �'�+ F4 •�� TYP F4 `Z� CF2T = F4 (0, M Q� CFZT CF2T ---_--- ' j---- ' - ' - `' ---- - CF2T I - r ---------------------- ------------� I 6 F3 I III r--- z---r---------------------z---f---------------------------- -- i i'2 ---- -------------------------- `---- II F4�___ F4 I yiS' F ss� F4 y�tS'j ��\ C4 +� - ySs, F F I r0 " O A' % Q C3 ' i i I II rn S3.01 ili SLAB LEAVEOUT, I i ili is o� SLAB I FAVEOUT, q i it N REF ARCH ; ; ; ;� °' REF ARCH c S 62 � I I vil \C` \C` \C` j j r�\C` r�\C` NZ fo+ ro+ ro+ I I rot 6+ Q- I'Ile r0 gg , , /� /6r,5 555 I I C4 �5 �-! g5 I C3 (nr_ _ r__ _ i i 54.11 I I I I I I I I I I I Z W _ I _ _ _ _ I I B3 II ' L_ __J L__ -J L__ -J J O I _J S4.11 LO F4 F4 F41 F4 1 Ln TI i sss+ F4 F4 F41 I� li Ic�`� 0 °z S+ r7 i 4 c %2 Q� poA { II N rn A3 l i X00' A OJT I I 11 Typ GRADE BEAM �� ; it z OD li i I i t I� it O Cl i i i it Ho C4 �4 J 62 I I I i it Q �' S4.11 54.12 i i i it � S3.01 `" w ¢ c ¢ II j tis I A I .o ; I; A A A li ii t2- O SIN 31.3" c 0 c ro i I 6 r , c i it xfl+sns +� BOO, v BOO OA.o "O' O,o Q-� •O+ Q-� b, " '\ty i I 1th OOry " �� +q 10" II sr Q� Q, 10 �Q- TMP E OF SLAB, �\t rod+ , 10 Q�� , �� , -===�________________________ ---------------------- --� ---------- -------- -- I .jS ili 5 - -------------------- --I- -------- ---------- --- ------------------------ ----------- ---------------------- --------- ----------- --------- - Y______� - CF2T r--=-= ------------------ -r-=---_- _ F3 MAT1 CF2T MAT1 OQQO� (98'-6') c MOMENT FRAME, (99'-0") F3 'SS,S� TF F F3 y�iP (99'-0") F3 'S CF2T Q'`•p6' _ - _ _ �O TYP (98'-6') +� - _ (98' 6") +� (98'-6')l99 ZD Z? �S� - = = c, oo b, rn co ���' B4 B3 B2 C2 sr bo 0, A4 61 C1 ioi C2 i� B2 B3 62 + o, o, �O WE o rn rn °' °' S3.01 4.11 S4.11 S4.1 °' o' S3.02 S4.11 �,P .11 �,P 11 S3.01 S4.11 S4.11 a o' o' o'�o' O- , py 05.1 s.1 z Nm 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" erns m 10053 aoo its NOTES: 10053-S2.0l.dwg 1. SEE S0.01, S0.02 AND FOR STRUCTURAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTIONSHMT, SCHEDULE. 2. REFERENCED TOP OF SLAB-ON-GRADE ELEVATION EQUALS 100'-0" UNLESS NOTED OTHERWISE, SEE CIVIL FOUNDATION PLAN C) DRAWINGS FOR ELEVATION DATUM. 3. TOP OF EXTERIOR / PERIMETER FOOTING ELEVATIONS SHALL BE 99'-0" UNLESS NOTED OTHERWISE. TOP OF E INTERIOR FOOTINGS SHALL BE 99'-0" UNLESS NOTED OTHERWISE. (X'-XX") INDICATES TOP OF FOOTING NORTH ELEVATION THAT VARIES FROM TYPICAL. FOUNDATION PLAN 4. SEE TYPICAL DETAIL DRAWINGS: E A CONCRETE: S4.01 AND S4.02 SCALE: 1/8" = 1'-0" STEEL: S5.01, S5.02, AND S5.03 �n /� 5. FX, CFX AND MATX INDICATE FOOTINGS PER TYPICAL DETAIL. RA N 19 6. PX INDICATES PILASTER PER DETAILS ON S4.12. ° °'"° m" �""`""°R <X'-XX"> INDICATES TOP OF PILASTER ELEVATION. sir a 0 S2 , 01 0 PERMIT SET n � g SEIL �ucru . 1 2 3 4 5 6 7 8 9 10 199'-0" 340 29'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 29'-0" oREcoN 13 XPIRES91301 rrI I I I I I I I I I I 2'$" 2'-8" 6" 31-6" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3'-4" 3'4" 8'-8" c 8'-0" 3'-4" 2'-0" 2'-0" 2'-0" 2'-0" 2'-V 3'-6"yl 6" 0 0 0 4A GRID I I I I I 4"GRID p TO COL o o _ _ o _ o � TO COL � — — — — R IR q of q � o � p oo � � 4" GRID � o o 00 � o 00 00 o J � p � 0 12 GRID � � � 0 � p TOCOL � p 0 � 0 � o 00 � 0 � o ' CD o o - o o °o E- co o o co - o 0 0 0 � � TO � � � � `vf 't `vF Np ~ 1'-2'GRID 1'-2" GRID a, I I TO COL I I I TO COL I I t6' '4 bA N SLAB LEAVEOUT I I I SLAB LEAVEOUT I REF ARCH REF ARCH o 0 J2'$" 0 O (7 0 N 0 I I I I I I � 0 p Cf- ?4] 4 TO COL — — MLO �J 4 " oU) I i I I I I TO COL ZW 1'-8"GRID 0 TO COL 2'-0" o J SLAB3 I I T/SLAB PER NOTE 2 1 I I I m ' N N O ? 0 O W 6" I I I I LJ � O O W r 0 1'-2"GRID o f J o o D o Q TOCOL 00 � o � o � o � o � � " � o � � N � a 0 0i C) o o 0 o c) p 0 p 0 p o 1 -2 GRID CD 0 1'-2"GRID � o _ 10 co F p 1 2 GRID o o `ao �- TO COL `v ~ `" ~ — — � — — o I TO COL I I � I I I TO COL I — — N 0 - J O � �4w GRID o v 1'-2" GRID 1'-2" GRID 0 N 1'-2" GRID coi 1'-8"GRID N TO COL 00 I 1/2" GRID I TO COL TO COL aO I TO COL � 00 TO COL TO COL 6" 3'-6" 2'-V 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0' 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 4'-0" X-60 2'-6" Y 011E 0 05.15.12 0 j Ilm 110. 10053 m CADD 11E NOTES: 10053-S2.02.dwg N 1. SEE S0.01, S0.02 AND FOR STRUCTURAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTIONSNITT, SCHEDULE. M 2. REFERENCED TOP OF SLAB-ON-GRADE ELEVATION EQUALS 100'-0" UNLESS NOTED OTHERWISE, SEE CIVIL COLUMN/SLAB EDGE g DRAWINGS FOR ELEVATION DATUM. 3. ALL SLABS-ON-GRADE SHALL BE 4 1/2" THICK WITH REINFORCING PER TYPICAL DETAILS, UNLESS NOTED DIMENSION PLAN NORTH OTHERWISE. 4. SEE TYPICAL DETAIL DRAWINGS: IT COLUMN/SLAB EDGE DIMENSION PLAN CONCRETE: S4.01 AND S4.02 E /q STEEL: S5.01, S5.02, S5.03, AND S5.04 SCALE: 1/8" = 1'-0" BORA IN eavr"ru" mrz -"o"."c.n "c"" N O SHM N o+ Q S2 , 02 PERMIT SET � N a SFA �RUCTU E o 340 1 2 3 4 5 6 7 8 9 10 OREGON 199'-0" 13 .� 29'$" 20'-0" 20'-0" 20'41 20'-0" 20'-0" 20'-0" 20'-0" 29'-0" XPIRES$301 y I I I I I I I I I 64 S3.02 SURE-BOARD SERIES 200 SHEATHING W/#10 I I I SCREWS T 6" Aft DGES W/ 12"OC FIELD. I STITCH WELD STUD T HSS COL / 3 3 EVEL WELD 3" LONG AT 12" BOTH SIDES OF STU A4 1 I I I S4.11 I I II I I I C3 I S3.01 I '4 SURE-BOARD SERIES 200 SHEATHING W/#10 04' I I I I SCREWS AT 3" N DGES WJ 12-OC FIELD. I I I STITCH WELD STUD T HSS COLS W/ 3/32 BEVEL WELD 3" LONG AT 12" BOTH SIDES OF STU I I 1 S3.01 I I I I S411 I I I U) (D — — — — — — — — — — — m 0 0 I I I I I I I J n 04 W N 0 � I I I I Q F- 5 Z) w C4 '4 J 2 o S3.01 N LLJ D j0Q I I I 0 x�Ksna 07-12-12 REV i1 LL r------I M 1— — — —T 7 1 A T LU� I I I I EDGE OF SLAB, I I I I I I TYP oaE 0 05.15.12 0 Bm K m A4 10053 S3.02 NOTES: CAM FU 1. SEE TYPICAL DETAIL DRAWINGS: SHM 10053'�S2.o3.dw9 N COLD-FORMED: S6.01, S6.02 2. COLD-FORMED STEEL FRAMING WALL FRAMED WITH 80OS162-54 @ 16-OC, UNLESS NOTED OTHERWISE. COLD-FORMED 0 0 FRAMING PLAN E NORTH E A COLD-FORMED FRAMING PLAN M SCALE: 1/8" = 1'-0" BCRA IN N "cmr"art mu .aaw ixc.ru"arta res�m.Fn OSHEff N O+ Q S2 . 03 a PERMIT SET U !� a i.T 8 SF/iL B4 1 2 3 4 5 S3.02 6 7 8 g 10y11 ijCTI/ ` �tiR 4 N FFsso � 199'-0" � 3,.40 - � 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 29'-6" OREGON y 13 1I�r' XPIRES91301 r .L C2 C2 B3 Al 2 S5.111 SIM S5.11 S5.11 S5.13 S5111 SIM I 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3' 6" 24'-0" 16'-0" 16'-0" T/ STL 16'-0" 24'-0" 3'-6" EL 124'-4 1/8" T/ STL - - - - - - - - - - - - - - -� T/ STL - - - - - - - � - - - - - - - I I EL 124'-0" T/ STL - - - - - - - - - - - - - - - - - - - - - - EL 124'-3 5/16" u� T/ STL i EL 124-0 5/16" i _ "v EL 123'-05/16" �' - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' r - - - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - /n W14x22 /I� Till, � W12x19 /iT /n /1� /I� /I�W16x31 /I` ' ' 1 ' I I I I , W12xl9 W12xl9ILo W V O T/ STL w ' I I I 0 � I I I I I I W � EL 124-4 a (2) L tx4xl/4xC NT '---- 5'-0^ "ToFTO FO - O II a 'UN T ' 'UNIT ' Ut IT ' w I I I I I I I I 4 M ----- u uV V N I \ m CID m m 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 / (V li3 N M M M N N Ncli -13 Q SP TYP S5.13 � ----` ' '---- S5.13 T/ 3TL C2 I ----- EL 122'-8 7/1 " c3r a N B1 q w _ N S5.13 B W 18x46 W 14x22 W 14x22 W 14x22 W 14x22 ® W 14x22 W 14x22 W 14x22 B lW18x50 I B 11 ECH UNI Q SP TYP T/ STL N U) T/ STL I P EL 122' 9 1/4" `� Z EL 123'-1 1/4" ---- _ a 0 TON FOTON F TO F TO F TO VTO "To A2 F TO Fo p D Z UNIT 'UNIT ' 'UNIT ' 'UNIT ' 'UNIT ' 'UNIT ' 'UNIT ' NS5.13, 'UNIT ' 'Ut IIT ' -J C-4 1 uit �1itu L—J X u u u I S3.01 to N ¢ ¢ ¢ ¢ a a ¢ ¢ ¢ ¢ ¢ a a a ¢ ¢ ¢ ¢ ¢ a ¢ a ¢ ¢ a ¢ ¢ c - N N N N N M M M M M M M M M M M M M M M M MM M 7 M M to I 19 p I 7 M 7 M M A2 M M M M M M M > > > > > --- I N I C-4 i �-- = z S5.12 EQ EQ Q ~ P TYP TYP I J 0 cc d --- 1 I O = A Q (2) x4x1/4xC NT � O 3 ' o a rn �i/ �i/ W16x31 �i/ i i i ' ' -- --- i 9 !* i I - - - - - - - - - - - ❑ �I/ w w J/ ��__ ���r . I i ' 2 `� i I `" It�ns ' W14x22 �� ' ' W1 19 \I/ .�.....� I I I ZIP T/ STL ° - - - - - - - - - - - - - - FjlE - - - - - - - - - - - - - - - — iii W18x40 wT/ STL v EL 121'-7 3/16"w I I I T/ STL STL `D FIRAME TYP co ' EL 121' 6 /16" 121'-10 3/16" ' EL 121'-6 1/2" `� ' T/ STL T/ STL EL 121'-11 3/16 - -- - - - - - - - - c0 ' I I TL - ------ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I EL121'-511/16"_ _ _ T/ STL121'-911/16" EL 3' 6" 24'-0" 16'-0" 16'-0" 16'-0" "2'-OW" 16'-0" 16'-0" 15'-8" 26'-0" Y 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2' 4" 2'-Wuae 0C4 64 A42 COLD FORMED STUD C2 B2 C2 05.15.12 S3.01 S5.11 SIM S5.11 PARAPET WALL S5.11 S3.01 S5.11 BO61 Mm m TYP 10053 NOTES: fY°° Fill 1. SEE S0.01, S0.02 FOR STRUCTURAL GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND INSPECTION SCHEDULE. 10053 s2'°4.dwy A4 2. SEE TYPICAL DETAIL DRAWINGS: SIM ""' r S3.02 CONCRETE: S4.01 AND S4.02 ROOF PLAN 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 SIDELAPS AND WELDING AS FOLLOWS: NORTH AT SIDELAPS: NO. 10 SCREWS @ 18" OC, INTERLOCKING A ROOF PLAN AT SUPPORTS PARALLEL TO RIBS: 1/2" DIA PUDDLE WELDS @ 18" OC. SCALE. 1/8" = 1'-0" AT SUPPORTS PERPENDICULAR TO RIBS: (7) 1/2" DIA PUDDLE WELDS FOR FULL WIDTH OF SHEET (36/4 PATTERN). lAiR 4. JX INDICATES ROOF JOIST PER JOIST SCHEDULE. N O ecwrwur mtx-ewnenuwcarta .avem N SHM Ot J Q 0 S2 , 04 0 PERMIT SET a � S ��RUCTU Q` ,��R Fssi 340 FF�oyl 1 2 3 4 5 6 7 8 9 10 OREGON 199'-0" AYN 29' -6" 20'-0 -0"" 20'-V 20'-0" 20'-0" 20' 20'-0" 20'-0' 29'-6" XPIRESjJ3a W& I I I I I I I I I I I I I I I I I I I I 0`E' I h� I p,°'� I 1� I cyg�� I ^��'� I 1+1I �•E- 10�60��� I I I °'F I I I I I I I I I I I I I I I I I � N Goa o+ G` Iflb rolb I Cn - - - - - - - - - - 4 C7 Z w I I I I I I I ti�'�ir�r z a coi co T � _ (5 Z) LLJ 0 N w � Qo 0 p Q OHO O`�7 1 g� 47 I p`+ �`� O� I a U) F- J'` h� °o� Gti° �9�.� 5b. C�� coo' o� �,y' o' - Go' �� — �a. ---------- ---------- I iix— . ------- ----------TT II G7 I 0 'F �r � WE 0 05.15.12 e=Nm T 10053 FU 3 NOTES: OW 1. "G" REPRESENTS THE MAXIMUM ROOF GRAVITY SERVICE LOAD. ACTUAL VALUES ARE EQUAL TO OR LESS THAN 10053-S2.05.dwg THE VALUES SHOWN ON THIS PLAN. 2. "H" REPRESENTS THE MAXIMUM HORIZONTAL SERVICE FORCE EXPECTED AT IDENTIFIED LOCATIONS. ACTUAL COLUMN LOAD PLAN 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. 7. AGGREGATE PIER DESIGN TO PROVIDE SUPPORT FOR LOADS SHOWN / NOTED AND PROVIDE MINIMUM BCRA IN 0 SUBGRADE PREFORMANCE. sffr 3 Q U 0 S2 , 05 0 0 PERMIT SET A2 C B A2 A A AT PARAPET S5.11 B B C PER PLAN AT PARAPET S5.11 PER PLAN TYP ITYP PER PLAN 1 7" `k T/ PARAPET A2 HSS8x6x5/8 HSS8x6x5/8 " �� - - T/ PARAPET I HSS8x6x5/8 STEEL T/ COLUMN S5.11 - � - - - - AT PARAPET STEEL EL 132'-0" STEEL �,p T/ ROOF EL 126'-0" MOMENT _ EL 132'-0" T/ PARAPET �L EL W16x31 �� _ tr CONN PER PER PLAN 1 - �1 PER PLAN W16x31 TYP DET TYP PER PLAN HSS8x6x5/8 _ U _ STEEL - + - T/ ROOF 4 I PER PLANEL 127'-0" STEEL EL W21x44 T/ ROOF T/ ROOF MOMENT CONN T/ STEEL _ - - _ _ _ - - T/ ROOF _ PER TYP DET, PER PLAN �EL PER PLAN STEEL EL STEEL STEEL EL Typ 08 PER PLAN EL PER PLAN PER PLAN T/ WIDEFLANGE I I T/WIDEFLANGE HSS8x8x5/8 _ STEEL MOMENT T/WIDEFLANGE HSS8x8x5/8 HSS8x8x5/8 � CONN PER STEEL - W18x35 EL 115'-6" STEEL - - - - TYP DET, TYP W18x35 - - - " - ,o W18x35 ,n W18x35 ,� EL 113'-6" EL 113-6 X X X UCTU OD co I HSS12x8x1/4 T/ STEEL I_ T/ STEELLo I I 5�R FS C HSS12x8x1/4 HSS12x8x1/4 T/ STEEL s� EL 109'-0" EL 109'-0" FF oy CONN PER to co CONN PER X X EL 109'-0" `� saop� '¢ 9 TYP DET, TYP TYP DET, TYP CONN PER TYP OREGON —1 I T/ SLAB / _ T/ SLAB / DET, TYP OREGON PILASTER PILASTERT/ SLAB / - EL PER PLAN EL PER PLAN _ PILASTER XPIRES9 rsorl,.�lii 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 8 9 PER PLAN PER PLAN PER PLAN PER PLAN T/ PARAPET HSS8x6x3/16 HSS8x6x3/16 1•r, HSS8x6x3/16 HSS8x6x3/16 T/ PARAPET_ STEEL ' STEEL EL PER EL �� _ _ EL PER EL S5.11 AT PARAPET ' ' S5.11 AT PARAPET W18x35 W18x35 - TYP - T/ ROOF I W18x35 W18x35 I TYP T/ ROOF STEEL EL STEEL EL PER PLAN PER PLAN MOMENT CONN MOMENT CONN PER TYP DET, TYP I I PER TYP DET, TYP I HSS8x8x1/4 HSS8x8x1/4 T/ WIDEFLANGE HSS8x8x1/4 HSS8x8x1/4 T/WIDEFLANGE STEEL _ STEEL _ - In W18x35 U-) W 18x35 In EL 113'-6" j W18x35 Lo W18x35 ,p EL 113'-6" 0I co c CONN PER TYP CD OD coo DET, TYP HSS12x8x1/4 HSS12x8x1/4 _ T/ STEEL HSS12x8x1/4 HSS12x8x1/4 T/ STEEL EL 109'-0" EL 109'-0" U) CONN PER TYP I Z uj DET, TYP Q a T/ SLAB / T/ SLAB / 04 PILASTER PILASTER J EL PER PLAN EL PER PLAN co ce) I co cc,,', - - - - T/ FTG — - - - - T/ FTG Z PER PLAN PER PLAN O J 2 o Q A MOMENT FRAME ELEVATION uj 2 _77 MOMENT FRAME ELEVATION � 0 13 SCALE: NTS a O 3 SCALE: NTS Duane Y v DOE CD7 0 05.15.12 CD m 10053 um FU -0 10053-S3.01.dwg O SHM TIRE ri MOMENT FRAME 0 ELEVATIONS E C O) li E 0 r m R /ems N �1 �1 l 99 OCCPYNNiM! m13 BWAINL Ml"OIm RE3WhD O Q 0 S3 . 01 a 0 0 PERMIT SET 4 � � g F- N SEAL 340 F OREGON�b �4y 13 yam' N FCI��,' XPIRES91301 "•80- 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 T/ EE STL PARAPET I I I I I I I I I I � EL TEE- - - - - - - - - - - - - - - - - - - —\ S5.11 AT PARAPET -- J TYP T/ STEEL PARAPET_ HSS8x6x5/16 HSS8x6x3/16 HSS8x6x3 /16� - — HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x5/16 '' - T/ STEEL EL 12T-0" I - - - PARAPET T/ STEEL ROOF PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN EL 126'-6" EL PER PLAN COLS PER I I PLAN, TYP T/ STEEL HSS8x8x5/8 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x1/4 HSS8x8x5/8 U) EEL 1112'-8" - - T/ STEEL - - HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 Z uj EL 109'-0" Q 0 CONN PER J TYP DET, TYP m °° N T/ SLAB ° zo� - - - EL 100'-0" 0 w B4 NORTH FRAMING ELEVATION O SCALE: NTS ~ w � o Q 0 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 EL 127'-6" - - - Y _ _ S5.11 AT PARAPET WE E/ TE-0 PARAPET \ I HSS8x6x5/8 '', '� - NP T/ STEEL - _ 05.15.12 " PARAPET \\ EL 132'-0" T/ STEEL PARAPET HSS8x6x5/16� - HSS8x6x3/16 HSS8x6xS/16_ — HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 HSS8x6x3/16 - 10053 " _ 3 EL 126-0 COLS PER OW"E PLAN, TYP 10053-S3.02.dwg o �T/ STEEL ROOF PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN swu NIX N EL PER PLAN o STEEL ELEVATIONS I I 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" EL 112'-8" ET/ STEEL - HSS12x8x1/4 PER S3.01 PER S3.01 HSS12x8x1/4 HSS12x8x1/4 HSS12x8x1/4 PER S3.01 PER S3.01 HSS12x8x1/4 M EL 109'-0" CONN PER BCR lIN N TYP DET, TYP "��" m„ N SHM I I I I I I T/ SLAB EL 100'-0" ^ A . O w SOUTH FRAMING ELEVATION `v �.Jj 1 ~4 SCALE: NTS PERMIT SET PROVIDE BONDS SEE "REINFORCING WALL EXCAVATION BREAKER AT JOINT #4 MID-DEPTH AT SIDES Q OPENINGS" DETAIL FOR PIPE TO CLEAR 3/4"x1 1/2" KEYED JOINT OF COLUMN WITHOUT SLAB ON GRADE ADDED REINFORCEMENT SLEEVE BY 1" SLAB ON GRADE CONTROL OR �� p _ -1 1 AROUND CONSTRUCTION JOINT 1/4 PREFORMED -I I IIIIIII-III 1 FILLERALL A -III III-1 =_) ____ CONCRETE OR I III—III � LL CONCRETE CMU WALLS-11 Ir REINFORCING COLUMN (OR 3" PER PLAN NOTE 1 _ STEEL BASE PLATE) PIPE SLEEVES VAPOR BARRIER PIPE III-III III—III III THICKENED SLAB EDGE V-6m LAP — I —III— 1 I I NO - - PER TYPICAL DETAILS _ _ PENETRATIONS gx CONSTRUCTION JOINT PER ARCH BOTTOM OF FOOTING =III= III—III -I = INFILL AFTER - - - - - - - I_� - ALLOWED IN SAW CUT 1/3 SLAB DEPTH FORMS III—I III I I III— --------------- 1- FOOTING SLAB ON GRADE REMOVED Ir ecru CONTROL OR _ ZONE OF REINFORCING _ _ _ _ INFLUENCE LINE � 1 � � � � ���, mo PER PLAN -1 —_� _ �- CONSTRUCTION 2 =I I 1=1 I I= III— JOINT 4" ALL VAPOR BARRIER PER ARCH NOTE 1 AROUND NO EXCAVATION V-6" MIN OREGON CONTROL JOINT ISOLATION JOINT AT COLUMN OR PIER BELOW THIS LINE 'bqy 13 ycQ� FOOTING ELEVATION FOOTING SECTION <-bN NOTES: 1. NATIVE SOIL OR FILL PREPARED AND COMPACTED PER SPECIFICATIONS. NOTES: xPIRESq 301 "•Y 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. (,4 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) #5, MIN WALL DIRECTION VERTICAL WALL #3 @ 6"OC REINFORCING, FOOTING STEP MINIMUM WALL REINFORCEMENT (1) VERTICAL BAR, MIN BARS TYP SYMBOL SHOWN ON PLANSHADING WALL THICKNESS HORIZ BARS VERT BARS LOCATION Lbt INDICATES 6" & UNDER #4 @ 13 #4 @ 13 CENTERLINE CORNER BARS � (2) #5, MIN p p 3H MIN LOWSIDE OF OVER 6-8" #5 @ 15 #5 @ 15 CENTERLINE 7BAR, CAL AT CONTRACTOR'S UPTO �2 0 TO 4-0� p 2-4- STEP -0 STEP OVER 8-10 #5 @ 12 #5 @ 12 CENTERLINE OPTION HOOKS MAY BE 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 900 MAINTAIN HORIZONTAL AND VERTICAL DIRECTIONS z OVER 14-16" #5 @ 15 #5 @ 15 EACH FACE HOOKS OR CORNER BARS TO COVER = g OVER 16-18" #5 @ 12 #5 @ 12 EACH FACE SMALL WALL SECTIONS MATCH HORIZONTAL WALL REINFORCING WALL CORNER WALL INTERSECTION REINFORCING WALL ENDS SINGLE LAYER WALL `4 SIZE TO MATCH 2. LAP WALL AT SPLICES Lbt. REINFORCING, FOOTING REINF, (1) VERTICAL BAR, CORNER BARS a Lbt HORIZONTAL (2) #5, MIN TYP TYP 3. ALL VERTICAL REINFORCING IN CONCRETE SHALL BE CONTINUOUS FROM MIN AT CONTRACTOR'S OR VERTICAL 3" CLR WALL BARS Lbt OR STRUCTURAL FLOOR TO STRUCTURAL FLOOR, OR FROM FOOTING TO FIRST OPTION Lbt #3 @ 6"OC CLOSED Q 1.5STRUCTURAL FLOOR ABOVE, UNLESS NOTED OTHERWISE. _ HOOP Q � i � � � TIE TO U) 1 (2) VERTICAL BARS, MATCH SIZE AND .J (7 TMP 4. START HORIZONTAL AND VERTICAL BARS 1-INCH CLEAR OF EDGE OF OPENINGS. MIN SPACING OF z uj SPACE REINFORCING BARS AT EQUAL SPACES NOT TO EXCEED REQUIRED SPACING. WALL BARS �2'-0" TO 4'-0� — a Q o t MIN 5. REFER TO DEVELOPMENT LENGTH AND LAP SPLICE TABLES FOR VALUE OF Ld, Lbt. HORIZONTAL BARS W/ STD 90° UP TO JCA TYP HOOKS OR CORNER BARS TO 2 0 MATCH HORIZONTAL WALL NOTE: SMALL WALL SECTION DETAILS APPLY BOTH IN U) 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 rn UNLESS NOTED OTHERWISE. SMALL WALL SECTIONSO oz w J o 64 TYPICAL STEPPED FOOTING B3 TYPICAL CONCRETE WALL REINFORCEMENT DETAIL L Of o w a SCALE: NTS SCALE: NTS a 0 co FERSM CONCRETE STRENGTH fc (psi) = 11= 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 II—III > #5 28 36 47 14 24 31 41 12 22 28 36 11 20 26 33 10 (2) #4xCONT WE I I f' 2 05.15.12 CD #6 33 43 56 17 29 37 49 15 26 34 44 13 24 31 40 12 ' 2 CONCRETE em in m #7 48 63 81 20 42 54 71 17 38 49 63 15 34 45 58 14 bo ENCASEMENT 10053 #8 55 72 93 22 48 62 81 19 43 56 72 17 39 51 66 16C 01 FLE # 4 @ 12"OC #9 62 81 105 25 54 70 91 22 48 63 81 20 44 57 74 18 PIPE SHM7w M #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 22 8" MIN 8" MIN AROUND PIPE DETAILS E LAP SPLICE LEGEND NOTES: C 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 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 BORA 19 Lb = BOTTOM BAR LAP SPLICE LENGTH AND ENCASED PRIOR TO PLACING FOOTINGS OR CONTRACTOR SHALL e m.N vp„ •�� q�s ESE�D Lbt = TOP BAR LAP SPLICE LENGTH UNDERPIN OR OTHERWISE SHORE THE FOOTINGS DURING PIPE sffr Ldh = HOOKED BAR DEVELOPMENT LENGTH INSTALLATION. 3. ENCASEMENT SHALL BE PROVIDED OVER THE ENTIRE LENGTH OF PIPE WITHIN THE ZONE OF INFLUENCE, UNLESS EXTENTS ARE SHOWN ON PLAN. S4 . 01 A3 TYPICAL DEVELOPMENT LENGTH (Ld) AND TENSION LAP SPLICE (IB OR 111113T) DETAIL Al TYPICAL PIPES BELOW FOOTING DETAIL SCALE: NTS SCALE: NTS PERMIT SET m $ $ I3W WALL REINFORCEMENT NOT SHOWN WHERE OPENING INTERRUPTS FOR CLARITY. HOOK WHERE REINFORCING BARS, ADD EQUAL 9 P 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 Li #5x4'-0" AT EACH LAYER OF 2'-0"x2'-0" MAX, REINFORCING, TYPSAEE NOTE 4 g H N WHERE OPENING DOES NOT s X INTERRUPT WALL REINFORCING, x UL ADD (1) #5 ALL AROUND FOR EACH LAYER OF REINFORCING. OTHERWISE, SEE "LARGE OPENING" DETAIL 5�RSR. °figs 6-0"x6-0", MAX ` N EF s/�yv � 3aop 2'-0" MIN OR Ld. SEE NOTE 3 OREGON � LARGE OPENING SMALL OPENING � N 3 � NOTES: 1. OMIT ADDED REINFORCEMENT NOTED ABOVE WHEN SPECIAL REINFORCEMENT INDICATED ON PLAN OR DETAILS EXCEEDS THIS REINFORCEMENT. XPIRESgisa. W&/ 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 1'-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 REINFORCEMENT WHERE fy I I a T/3 CLEARANCE BETWEEN SLEEVES IS LESS THAN CLEARANCE SHOWN CONDUIT U) SLEEVES 0 Z w — a AT CONDUIT AT SLEEVES Q o NOTES: —1 N 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 o° N ENGINEER. METAL SLEEVES SHALL BE GALVANIZED. rn 3. DIMENSION D FOR CONDUIT IN A SLAB OR WALL SHALL NOT EXCEED T/4 OR 1 1/2". O o ci w J O BZ CONDUIT AND SLEEVES IN CONCRETE SLAB OR WALL =II it c SCALE: NTS m 0 U) � 0 BEYSM Y DATE U 05.15.12 0 BM N0. m 10053 C" ETIE 10053-S4.02.dwg N SHM TTNE O N TYPICAL CONCRETE DETAILS E E O M BCD A «.kIGHT �„ 9� 1�� LHI�I=HLSE�U N O SHEET N O 7 Q 0 S4 , 02 0 O PERMIT SET STUD WALL " COL PER PLAN, CL PER PLAN — CL 2-0 TYP CL RI CL CL RI CL COL RI WALL #4x6"I COL COL COL COL COL PER PLAN, STRUCTURAL VENEER PER VENEER PER PER DOWEL SP TO VENEER PER PER PLAN PER PLAN PER PER TYP COL PER PLAN SHEATHING ARCH ARCH PLAN � MATCH ARCH STEMWALL PER PLAN P� PER PLAN i STEMWALL _ _ „ PLAN REINF NOT - _ ii 1" NON-SHRINK " i� SHOWN FOR i ii GROUT , , 1 NON-SHRINK ` REINF �t PER PLAN STEM WALL PER PLAN 5/8"OJ CAST-IN PLACE i i , , „ ;; CLARITY REINF NOT SHOWN S P R PLAN ' ; SE PER PLAN - - —y i i GROUT ANCHOR ROD @ 8-OC i i " �� , , STEM WALL T/ SLAB �� �� FOR CLARITY �� PILASTER PER REINF PER TYP , SOG PER PLAN - SOG PER PLAN , SOG PER PLAN EL PER N PLAN DETAIL T/ SLAB �EL. PER PLAN I � � � � I " " T/ SLAB • STEM WALL I I EL PER PLAN BEYONDZFl STEM, I � T/ FTG _ _ mow, � I � � , u 1 BEYONDALLBOT TRACK TO MATCH 1 T/ FTG 1 "EL PER PLAN 9 1 �t tir 1 �STUDWALL GA g" EL PERP N COL FTG PER PLAN13w ; ; ; ; G PER PLAN PILASTER PER FTG PER PLAN CENTERED ON COL�Ll - - I PILASTER PER T/ FTG 0 PLAN • . . REINF NOT SHOWN FOR I ' 4EL PER PLAN PLAN 0 C T U FTG PER FTG PER CLARITY I " " PILASTER 9 y�R � ; ' w VERT BAR PLAN 1 PLAN T/ FTG I FTG PER PLAN �� FPs�Oyy SEL PER PLAN340 • L_ EQ VERT BAR TOOREGON i)� bEQ EQ EQ EQ — EQ MATCH13 iE ONTRACTORSSTEMWALL < OPTION TO DO EQ EQ w w THICKENED SLAB NOTES: NOTES: REINF xPltzes�so�sr�{ii NOTES: a 0 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 SHEARWALLoFOOTING C3 MOMENT FRAME FOOTING CZ MOMENT FIRAME FOOTING @SCALETCONINUOUS FOOTING SLAB BUMP OUT ALE. 11 CL CL RI COL RI COL (BEYOND) RI VENEER PER PER STOREFRONT STOREFRONT 2'-0w ARCH LAN COL PER PLAN PER ARCH l P w PER PLAN ;; PER ARCH i PER PLAN DOWEL SP TO COL BEYOND ii 1" NON-SHRINK ii MATCH GROUT ii STEMWALL ii SLAB EDGE PER ii CL REINF PLAN ii STEMWALL PER SOG PER PLAN SOG PER PLAN SOG PER PLAN PLAN 2 'm T/ SLAB _ T/ SLAB _ T/ SLAB _ SEL PER PLAN ESL PER PLAN SEL PER PLAN STEM WALL • z • � STEM WALL BEYOND I REINF PER TYP CO �J 1 STEM WALL PER • 1 DETAIL " 1 " " 1 PLAN 1 1 T/ FTG (1) #4x CONT _ PILASTER PER T/ FTG 8w T/ FTG - aw EL PER PLAN �EL PER PLAN �EL PER PLAN • • FTG PER PLAN FTG PER PLAN (n FTG PER PLAN Z > v PILASTER VERT =:lb VERT BAR TO 01 2 z REINF I I MATCH STEM EQ EQ EQ EQWALL FEINF f c, EQ as N DRAIN PER ARCH m o rc'_ NOTES: NOTES: 0 AND GEOTECH 1. STEM WALL HORIZONTAL REINFORCING TO EXTEND THROUGH PILASTER. 1. REFERENCE DETAIL B1/S4.11 FOR ITEMS SHOWN BUT NOT NOTED. 0 F- 0 Lu 2 O B3 MOMENT FRAME FOOTING BZ MOMENT FRAME FOOTING B 1 CONTINUOUS FOOTING o CoQ SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" IX COLD-FORMED CL STUD PER PLAN STEMWALL RI STRUCTURAL RMIX BEYOND SHEATHING REF VENEER TIE, TYP , I PER PCLAHN CL COL AND FTG DULE PER COLUMN PER PLAN ' FOOTING SCHEDULE VENEER PER i i i i i 5/8"0 CAST-IN i i BASE PLATE AND ARCH - - PLACE ANCHOR ISOLATION JOINT ANCHOR MARK DEPTH WIDTH LENGTH BOTTOM REMARKS i ROD @ 8-OC i i REINFORCEMENT i i i i i SLAB ON GR BOLTS PER SOG PER PLAN PER PLAN ' COLUMN 53 PER ' i ' i i SCHEDULE F3 12" 3'-0" 3'-0" (4) #4 EW oae CD T/ SLAB p ' ' i i os.15.12 CD �EL PER PLAN NON-SHRINK F4 12" 4'-0" 4'-0" (6) #4 EW am in 1" GROUT 100 STEM WALL I co ; ; " " (3) #4xCONT, LONGIT 10 I CF2T 12 2-0 CONT (2) #4 CONT, LONGIT TOP ME 9" Z #4 @ 9"OC TRANS 10053-S4.11.dwg STEM WALL 1 BOT TRACK TO _ a CL MAT1 24" 3" PLAN #8 @ 16-OC, EW #8 @ 16-OC, EW TOP TM N BEYOND 11 �• " 1 MATCH STUD T/ FTG -1 I a CONCRETE DETAILS WALL GA �— - T/ FTG " EL PER �EL— - - - It MAT2 48" 3'-6" PER #10 @ 12: OC, EW #10 @ 12-OC, EW TOP PER PLAN PLAN E • i I PER SCHED 3 a PLAN P w — M i tb I IFTG PER PLAN �� �� �l I �= 3" CUR I TYP 13CRAII 11 EQ iQ LENGTH AND WIDTH NOTES: 1. REFERENCE DETAIL B1/S4.11 FOR ITEMS SHOWN BUT NOT NOTED. NOTES: SHIM 2. CONTRACTOR TO CONTACT MFR FOR SUREBOARD INSTALLATION 1. CONTINUOUS FOOTING REINFORCING TO BE NOTES: a INSTRUCTIONS. CONTINUOUS THROUGH SPREAD FOOTINGS. 1. REINFORCEMENT FROM ADJACENT CONTINUOUS FOOTING TO HAVE DEVELOPMENT LENGTH INTO SPOT FOOTING. S4 , 11 A4 CONTINUOUS FOOTING A3 INTERIOR FOOTING AZ FOOTING SCHEDULE SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0" SCALE: NTS PERMIT SET SLAB PER PLAN T/ SLAB SEL PER PLAN —x—x—x —x—x—x —III— — 1- �' 4 1 1/2" 4 T/ GRADE BEAM _ _ _ CLR, TYP g MATCH TOP OF N ADJACENT FOOTING • 1 • #4x @ 12" O o WL • 6" 6" (4) #6xCONT R13 C To EXTENDED Ld tF PAST CL OF COL �,� FFpoyr AT EA END OREGON 13 XPIRES$301 � C� GRADE BEAM SCALE: NTS RI STEMWALL PER PLAN, CL RI CL COL PER REINF NOT SHOWN COL COL PLAN, TYP PILASTER PER FOR CLARITY 1 PILASTER PER CL PLAN PLAN COL (6) #6 VERT PER LAN #4x ®@ 9" OC PILASTER 1 1/2" (6) #6 VERT 10" 10" (3) @ TOP 5" PER PLAN CLR, TI COL PER • #4x e @ 9" OC z 1•r, • • g PLAN, TYP o g (3) @ TOP 5" CL a CL a a a as — ;n • w COL RI COL 1 a o • I' o t CL z • COL wa -.I z op z 0- 0- (6) #6 VERT 5" 5" aw aa o: W J PLAN PER P R PLAN PER a a as P #4x @ 9" OC RI U) PER PLAN (3) @ TOP 5" PER PLAN (D STEMWALL PERuj PER PLAN P R PLAN STEMWALL PER z a PLAN, REINF NOT PLAN, REINF NOT °z SHOWN FOR _ SHOWN FOR j n CLARITY CLARITY � NOTES: NOTES: m °° N 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE INTO 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH PILASTERPILASTER O 0 w --� o 'P7' PILASTER 'PS' PILASTER W Q p o SCALE: NTS B SCALE: NTS a O RI CL RI #4x ® @ 9" OC R� CL Now (6) #6 VERT (6) #6 VERT COL OL L (3) @ TOP 5" PILASTER #4x @ 9" OC C L STEMWALL PER PER STEMWALL PER PER PLAN PER (3) @ TOP 5" PLAN, PLAN PLAN PLAN REINFORCEMENT 1 REINFORCEMENT I NOT SHOWN FOR NOT SHOWN FOR a g PILASTER CLARITY -j n CLARITY PER PLAN CD a J a a aaE o z a 05.15.12 g a 1e • 10" 10" Lu ¢ w ¢ CL a "' o 1053 m __j 0- CL 10053 RI COL a • • CL CM FU CL 0 COL 10053-S4.12.aw9 N COL • • 10" 10" a a c 1 1 1/2"CLR STEMWALL PER ,,,,F PER • TYP PLAN CONCRETE DETAILS S � COL PER REINFORCEMEN v a PLAN, TYP COL PER 5" 5" NOT SHOWN FOR N PER PLAN PILASTER PER PLAN PER CLARITY COL PER PLAN PLAN PLAN #4x ® @ 9" OC (3) @ TOP 5" (6) #6 VERT �(�� A 1)CRA N ecarwc"r mii ."G+A"c..uiwwn gsm.m IN O N SHM NOTES: NOTES: NOTES: 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH 1. STEMWALL HORIZONTAL REINFORCEMENT TO CONTINUE THROUGH a PILASTER PILASTER PILASTER S4 , 12 A3 'P3' PILASTER A2 'P2' PILASTER Al 'P1' PILASTER SCALE: NTS SCALE: NTS SCALE: NTS PERMIT SET 13/4" CONNECTION PLATE THICKNESS PER BOLTED BEAM CONNECTION DETAIL 1/2" CONNECTION SCHEDULE DOUBLE LINE Icn BEAM NUMBER AND PLATE THICKNESS CONNECTION SCHEDULE ' - SIZE OF BOLTS ; i n < SIZE REQUIRED (tp) NUMBER NUMBER PLATE i i RM WS (2) 7/8-0 1/4" CONTYPE NECTION j i - o g OF BOLTS OF BOLTS THICKNESS , Z W10 (2) 7/8"0 @ 4" GA 1/4" CL COLUMN LINE 1 LINE 2 tp i - ______i � W12 (3) 7/8-0 1/4" bt PLATE TO A❑ 3 2 3/8" SIX 5/16 © 4 2 7/16" ' W14 (3) 7/8"0 1/4" 5/16 COLUMN, � © 5 2 7/16" 1^ W NOTE 1 UCTu E W16 (4) 7/8' 5/16" ao Lu ❑p 6 2 7/16" SIZE AND NUMBER OF 5�� FFsyv W18 (4) 7/8-0 5/16" m BOLTS PER BOLTED BEAM `�' 340 "P W21 (5) 7/8"0 3/8" V =_=====z =_=_ = __ r====-__ [ ❑E 7 3 1/2" CONNECTION DETAIL 8 4 1/2" OREGON W24 (6) 7/8-0 3/8" © 9 4 1/2" BEAM TO COLUMN3 � W27 (7) 7/8-0 3/8" NOTE 1 j USE HORIZONTAL SHORT SLOTTED HOLES IN XPIRESgl3 W30 87/8"0 3/8" ( ) PLAN PLATE AT COLUMN CONNECTIONS ONLY. NOTES: W33 (9) 7/8-0 7/16" 1. WELD SIZE W SHALL BE 3/4 x tp ROUNDED UP TOA 1/16". W36 (9) 7/8-0 7/16" L COLUMN 2. BOLTS SHALL BE ASTM A325-N. USE HORIZONTAL SHORT SLOTTED HOLES IN THE 13/4' 13/4" PLATE AT COLUMN CONNECTIONS ONLY. BOLTED BEAM CONNECTION TO HSS COLUMN CL COLUMN C 11 -------------- CL SCALE: NTS CL COLUMN 3" 3" 13/4" 13/4" CONNECTION PLATE LINE 1 LINE 1 1 3/4" THICKNESS tp PER PLATE THICKNESS tp "BOLTED BEAM LINE 2 LINE 2 PER SCHEDULE NOTE 1 CONNECTION" DETAIL PLATE THICKNESS tp LOCATE BOLTS 1" PLUS 1/16" PER SCHEDULE ON LINE 2 AT TOP AND � I I N a BOTTOM OF M CONNECTION i _ NS+FS, k7SE (tb+1/16) TYP COLUMN o i - - pBEAM � ZCOPE FLANGE PLATES 1/2, TOP WHERE AND BOTTOM E "BOLTED BEAM COPE FLANGE i i -------- 1^ W NOTE 1 REQUIRED, TOP 1" W NOTE 1 WHERE , CONNECTION" DETAIL W REQUIRED, TOP AND BOTTOM SEE "BOLTED BEAM yy—�j I FOR NUMBER OF 7/8"0 SIZE AND NUMBER OF CONNECTION" DETAIL W 1" AND BOTTOM A325-X BOLTS REQUIRED SIZE AND NUMBER OF BOLTS PER SCHEDULE NS+FS BOLTS PER SCHEDULE BEAM TO COLUMN BEAM TO BEAM BEAM TO COLUMN BEAM TO BEAM (tb+1/16) TYP z LLi a ELEVATION0 z NOTES: 1. WELD SIZE W SHALL BE 3/4 x tp ROUNDED UP TO A 1/16". NOTES: 2. BOLTS SHALL BE ASTM A325-N. 1. A 3/4" GAP MAY BE USED AS AN OPTION FOR NOTES: m "a 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". 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. 0 oz w J2o B4 BOLTED BEAM CONNECTION g3 BEAM / COLUMN WEB CONNECTION BZ DOUBLE LINE BOLTED BEAM CONNECTION B HSS BEAM TO HSS COLUMN CONNECTION W ? o a SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS a 0U) c� Now 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 AS100'-0" TOP OF STEEL TOP OF STEEL ELEVATION DESCRIBED IN NOTE 2. SPOT ELEVATION GIRDER SIZEz DEVIATION FROM TYPICAL 2. BOLTS IN BEAM CONNECTIONS MAY BE TIGHTENED TO AISC "SNUG TIGHT" CONDITION UPON APPROVAL BEAM BRACE PER Y W24x55 [20] C 1 1/2" (A0") OF ENGINEER AND OWNER. - ---> "BOTTOM FLANGE o o 1X-SC U = 3. CONNECTION PLATES TO HAVE AISC STANDARD BEAM BRACE" DETAIL 05.15.12 ROUND HOLES, EXCEPT AS NOTED OTHERWISE. MOMENT OR TENSION 4. ALL CONNECTION PLATE MATERIAL TO BE A36, am in RESISTING CONNECTION UNLESS NOTED OTHERWISE. 10053 A 5. ©SHOWN ON PLANS INDICATES A "SLIP CRITICAL" PER "MOMENT AND DRAG Coo FILE_ � STRUT CONNECTION x - CONNECTION WITH NUMBER OF BOLTS PER THE 10053-S5.0i.dwg ,�iv N vI �I MOMENT CONNECTION PER STANDARD BOLTED CONNECTION SCHEDULE, UNO. <X"0> DETAIL srTu x "MOMENT AND DRAG STRUT THE CONNECTION SHALL HAVE CLASS A FAYING ui u') CONNECTION" DETAIL SURFACES, UNLESS NOTED OTHERWISE, AND BOLTS BEAM PENETRATION TYPICAL STEEL DETAILS cy)S u V oxo (SIZE SHOWN IN BRACKETS) DECK THAT ARE FULLY PRETENSIONED PER AISC � BOTTOM FLANGE BEAM BRACE PER SEE "STUD � SPAN -- "BOTTOM FLANGE BEAM BRACE" DETAIL STANDARDS. SPACING" DETAIL —� 6. WHERE X-SC IS SHOWN ON PLANS, X INDICATES <X"xXX"> NUMBER OF BOLTS IN FULL HEIGHT PLATE CONNECTION PER NUMBER OF BOLTS (IF DIFFERENT FROM TYPICAL CONNECTION, IF BEAM SIZE v "BEAM-TO-GIRDER FULL HEIGHT PLATE DETAIL) OR DOUBLE LINE CONNECTION AND SC 0 DIFFERENT FROM TYPICAL CONNECTION" DETAIL INDICATES SLIP CRITICAL BOLTING PER NOTE 5. SCHEDULE �(�� A 7. BEAMS TO BE EQUALLY SPACED BETWEEN DOUBLE LINE CONNECTION 1.�M COLUMNS UNLESS OTHERWISE NOTED. 100'-0" BEAM CONNECTION PER © TYPE PER "DOUBLE LINE C. "BOLTED BEAM CONNECTION" DETAIL BOLTED BEAM CONNECTION" sir DETAIL a S5 . 01 STEEL FRAMING SYMBOLS A3 o SCALE: NTS PERMIT SET L 11/2" CL COLUMN 2x BOLT TYP DIAMETER � 1" NON-SHRINK MIN GROUT NOTE 2 2x BOLT DIAMETER 1/2"TYP GIRDER PER PLAN NOTE 2 1/2"TYP 2x BOLT DIAMETER BEAM PER PLAN. BASE PLATE SIZE BEAM PER PLAN, BEAM PER PLAN, BEAM PER PLAN, COPE iPER BASEPLATE WHERE OCCURS COPE BOTH WHERE OCCURS FLANGES TH z SCHEDULE FLANGES r O - - - - ----- `� i r - 3/8 LLfANCHOR BOLTS O �r--_ _ 3/8 I I I I I I I I PER "BASEPLATE U , ` w z I I I I I I I SCHEDULE" -� o i ` i 3/8 i �? 8 = w U i ; , i i FULL HEIGHT N 0 2 I I I I I I I i DETAIL BOLT HOLES = � 3/8 z , z m _______�- L ° In �, �° PLATE 1/2 SIX BOLT DIA + �__ I ER Lu I I I I I I I I OVERSIZE PER --------__� ____---__� I I I I I I I I MINIMUM AISC - - PLATE TO 0 o I I I I I I I I WASHER SIZE 1 1/4 BEAM PER AISC A-A ALTERNATE FULL HEIGHT 1/2" - _ L - 1 1/4 FLANGE u C T U " NOTE 2 ANCHOR BOLT STIFFENER PLATE oy4 NOTE 2 PLATE TO MATCH BF y LOCATIONS FOR N z _ BOT OF BP-1 SMALL PLATES I WEB THICKNESS ``' 340 9 ., FTG � GIRDER PER PLAN OF BEAM Lu FOR d < D FOR d > D OREGON z VIEW A-A �4y 13 D' NOTES: ��N �—DESIGNATION ON PLAN. XPIRES913o�S/'lii 2. PROVIDE MAXIMUM NUMBER OF A325-SC BOLTS THAT WILL FIT IN BEAM. DIMENSIONS PER "BOLTED BEAM CONNECTION" DETAIL. C2 BEAM TO GIRDER FULL HEIGHT PLATE CONNECTION SCALE: NTS BASE PLATE SCHEDULE SLIP TYP TOP & TYPICAL tSItS PL TO COLUMN tS/2 TYP TOP & BOT CRITICAL BOT FLANGES (3/16 MIN) tS FLANGE, TYP tS/2 FLANGES BASE BOLTS TYPICAL 3/4TYP TOP & BOT BASE PLATE SIZE ANCHOR BOLTS CL COLUMN NUMBER AND 3/16 MIN COLUMN SIZE PLATE ( ) 3/4 t SLIP CRITICAL t FLANGES (t(WxL) (0 x EMBED 2x BOLT L SIZE PER t TYPE f BOLTS NUMBER f s FULL HT NOTE 2 STANDARDAND SIZE PER CONNECTION P W18x55 BP-1 1 1/2x10x1'-7" 1"xNOTE 1 DIAMETER MIN BOLTED BEAM + ADD PL SO THAT PL + STANDARD + ; ; + REFERENCE L BASE PLATE SIZE CONNECTION i iTHICKNESS + BEAM � � � � �� + TYPICAL HSS6x6x1/4 BP-2 1x7x1'-0" 3/4"xNOTE 4 PER COLUMN DETAIL ' ' + FLANGE THICKNESS + i + BOLTED BEAM , , CONNECTION HSS6x6x5/16 BP-2 1x7x1'-0" 3/4"x0'-8" z SCHEDULE + i i + EQUALS CONNECTING + i i + DETAIL + i i i i + BEAM/COLUMN WEB D - + i i + BEAM FLANGE + ' + + I i i i + HSS7x7x1/4 BP-2 1x8x1'-1" 3/4"4'-8" + i + THICKNESS. MATCH I CONNECTION DETAIL U - - BEAM STEEL GRADE HSS7x7x5/16 BP-2 1 1/8x8x1'-1" 3/4"xNOTE 4 is U BOLT HOLES = SEE TYPICAL HSS7x7x3/8 BP-2 1 1/4x8x1'-1" 3/4"x0'-8" BOLT DIA + RE ERENCE BEAM/COLUMN OVERSIZE PER STIFF PUS EACH SIDE- PUS TOP & BOT WEB STANDARD THICKNESS "W TP BE THICKNESS is TO EQUAL AISC CONNECTION FILL GAP BOLTED BEAM 0.75x LARGER BEAM LARGER BEAM FLANGE , U) NOTES: CONNECTION FLANGE THICKNESS THICKNESS tf+ 1/8" MATCH DETAIL 1. REFERENCE COLUMN SCHEDULE FOR WIDTH (W) LENGTH (L) AND THICKNESS (T) OF DETAIL MATCH BEAM STEEL GRADE BEAM STEEL GRADE. i Z uj BASEPLATE. REFERENCE STANDARD BOLTED a 2. SIZE WELDS PER AISC MINIMUM FILLET REQUIREMENTS. BP-2 BEAM CONNECTION DETAIL ? 3. ANCHOR BOLTS TO EXTEND TO 4" FROM BOTTOM OF FOOTING. FOOTING ELEVATION BEAM TO BEAM BEAM TO COLUMN FLANGE BEAM TO COLUMN WEB VARIES, REFER TO FOUNDATION PLAN. m N 4. ANCHOR ROD EMBED 30" INTO FOOTING AT GRID INTERSECTIONS C - 6 AND B - 6. NOTES: I —* H e— — e_• d I"- OTHERWISE EMBED 8" INTO FOUNDATION, TYPICAL. 1. PROVIDE WELD ACCESS HOLES PER CURRENT RECOMMENDATION OF AWS D1.1. O x o o J =3 LLI 00 B4 BASE PLATE SCHEDULE / CONNECTION MOMENT AND DRAG STRUT CONNECTIONS ~ H' Qo SCALE: NTS a O F SCALE: NTS o = ° av som 1/4 SHIM PL FLOOR SLAB 1/4 TO L6x6 ROOF DECK 3/16 2 L4x4x3/8x0'-4" TYP 1/4 PER PLAN SHIM P1/4 "x1'-0" (2) 5/8"fd 6"OC 1/4 2 L6x6 TO ROOF DECK PER PLAN 3/16 2 C4 1/4 TYP 1/4 1/4 2 BEAM PER PLAN FLANGE Y ------- x X-X-X-XIX %-X X ) X-X % o TOP OF � ii iii 1/2 6" TYP w -- ---- WE TOP OF � CD CD STEED STEEL N 04x5.4 = 05.15.12 m 1" MAX 3/16 mm"m L4x4x1/4 i O L8x8x1/2 o i ii� �i' o 6 I w 10053 L4x4x1/4 i 1 BETWEEN BEAMS �i �i� i i V u~j coo Fill PL 3/8x6x0'-6", �� �� L2x2x1/4 BELOW GIRDER OR JOISTS i n u i LL N -- DECK, APPLIED O 10053-S5.02.dw9 EACH END ��� C4x5.4 CHANNEL-TO-ROOF STRUCTURE CONNECTION PER PIL i: PERPENDICULAR O ""`E PLAN EACH END-0 TO DECK FLUTES TYPICAL STEEL DETAILS 0 BEAM PER PLAN, BEAM PER PLAN E 1/4N2 TYP (2) 1/2"0 6"OC BEYOND, TYP REQUIRED O ACHIEVE ADJUST DECK FLUTES S 1/4 2 METAL ROOFFOR D=6" TO 24" BEARING ON BEAMS FOR D = 24" TO 96" 3/16 C4 1/1/4 4 2 DECK PER PLAN E TMP 2 ____ -- NOTES: M � 1. THESE REINFORCED OPENINGS ARE NOT INTENDED TO SUPPORT MECHANICAL EQUIPMENT. ALL METAL DECK R � e OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK, PIPING, ROOF HATCHES AND SMALL SHAFTS. ___ BCRA IN CD 2. HOLES LESS THAN 6" DIA AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT. CHANNEL-TO-CHANNEL CONNECTION sir 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 Q BOTTOM FLANGE BRACE CONNECTION. THE RECTANGLE SHALL BE REINFORCED AROUND AS SHOWN ABOVE. BOMETAL ROOF DECK OPENING DETAIL A4 TTOM FLANGE BEAM BRACE S5 . 02 SCALE: NTS A2 SCALE: NTS PERMIT SET ERECTION BOLTS AND WELD AS REQD BY JST MFR DECK PER PLAN 1/2" CL _Em_j7l I- DECK PER 1" MAX _ _ PLAN PER JST WIND (UPLIFT) SCHED I I WIND JST PER - PER JST CAP PL 1" i i 1/2" MIN 8 DRIFT LEFT DRIFT RIGHT PLAN SCHED , , TMP °- N I I SNOW LOAD i WL ERECTION 1/4 DEAD LOAD JST PER , I BOLTS AND 1/2" MIN WELD AS REQD PLAN, TYP TYP � i i RUCTU BY JST MFR COL PER PLAN e Fss� PER PLAN i i I `vim 3M F��yv DRIFT LENGTH DRIFT LENGTH STABILIZER PL AND LOADING DIAGRAM STABILIZER PL AND WELD PER MFR OREGON WELD PER MFR RECOMMENDATIONS, �9y � RECOMMENDATIONS TYP xPlRes913alel�lL COL PER PLAN @7SCA�LE:OISTTOCOLUMN C� JOIST TO COLUMN JOIST LOADING SCHEDULES SCALE: NTS FULL UNIFORM LINE LOAD(M TRIANGULAR SNOW DRIFT LOAD UNIFORM LOAD(pl_) ROOF JOIST DEPTH TYPE DEAD LOAD SNOW LOAD DRIFT MAGNITURE(pl_) DRIFT LENGTH (pl_) DRIFT LOCATION WIND LOAD WIND LOAD(UPLIFT) J1A 34" K 100 280 40 9.2 LEFT 40 100 J1B 34" K 100 280 40 9.2 RIGHT 40 100 2" MIN DECK PER PLAN DECK PER PLAN 1/2" PER JST J2A 34" K 100 150 60 13.8 LEFT 40 100TYP 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 J313 34" K 115 170 60 13.8 RIGHT 45 115 J4A 34" K 110 160 60 13.8 LEFT 45 110 J5A 34" 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 lbs Z ; 10 TON 1000 lbs a JST PER PLAN ERECTION BOLTS JOIST PER PLAN AND WELD AS REQD BY JST MFR co BEAM PER PLAN BEAM PER PLAN Co o NOTES: z 1. JOIST SEAT DEPTH SHALL BE: K 4" O� 0 2. ALL LOADS SHOWN ARE WORKING STRESS/SERVICE LEVEL LOADS. 2 o 3. TOTAL LIVE LOAD DEFLECTION TO 0360 AND DEAD LOAD + TOTAL LIVE LOAD DEFLECTION TO U240. JOIST TO BEAM JOIST TO BEAM F'% D a < 4. JOISTS SHALL BE CAMBERED FOR DEAD LOAD DEFLECTION. BZ v SCALE: NTS SCALE: NTS a 0 5. NO MORE THAN 60% OF THE DEAD LOAD SHALL BE ASSUMED TO ACT WHEN CONSIDERING CASES co WITH WIND UPLIFT LOAD. hens 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. ; DW U O I I 05.15.12 JST PER - ' ' Btl1"N0. PLAN PER JST 10053 SCHED aoo FLEI 10053-S5.03.dwg o ERECTION i i s¢rmU " BOLTS AND 1/2 MIN I , TYPICAL STEEL DETAILS I I WELD AS REQD TyP .2 BY JST MFR COL PER PLAN E 0 Ll I I I I I I I I I I STABILIZER PL AND M ADDED STIFFENING ANGLE AT WELD PER MFR n- POINT LOAD LOCATIONS, PER RECOMMENDATIONS 09 l)CRA N JST MFR (FIELD INSTALLED) 0 sir N O+ Q S5 . 03 A4 TYPICAL DETAIL ROOF JOIST LOADING DIAGRAM AND NOTES AZ JOIST TO COLUMN SCALE: NTS SCALE: NTS PERMIT SET CL CL CL CL RI SEE DET COL COL HSS4x4x1/4 COL RI COL A2/S5.11 PER PER PLAN I PER PLAN PER PLAN 1/4" CAP PL T/ PARAPERPLAN COL PER PLAN, _STL I TYP - �EL PER EL ----- LT/ PARAPER STL ROOF DECK NOT ____ ii PEPER EL --- ----- SHOWN FOR i DECK WELD AT � CLARITY COL PER 'i i i 1/8 ROOF DECK PER , „ EA FLUTE PER PLAN, TYP --- PLAN i ii PLAN, TYP < 3/16 3/16 HSS5x4x1/4 8 „ i i 1/4 3/16 V A-A i ' 1/4 DECK WELD ATZT/ ROOF STL EA FLUTE PER - — iEL PER PLAN ---- --- ----- ---- ------ ------- ' PLAN, TYP 1/4 f—<- T/ ROOF STL ii i i 1/4"x3" STF PL 3/16 i i� ---------- It -- ------ ------- 3/16 - --- „ --- -- ' ; -- ----- ------- TOP & BOT -- EL 121'-10 1/2" i� i i i -- -- RuCTU F-0 STUDWALL ii i �t�R Fssi FRAMING �� _____ ___ __ i HSS5x4x1/4 i ii 1/4 NOT SHOWN COL BRACING 3/16 FOR CLARITY i iL4x4x1/4x0' 6" PER DET - , , „ OREGON HSS6x6x1/4 " AX/SX.XX13 3/16 L4x4x1/4x0'-6" SECTION A-A 1/4 XPIRES9I301 crit 1/4 5'-0" 1/4 SECTION A-A NOTES: 1/4 1. FOR ITEMS SHOWN BUT NOT NOTED REF B2/S5.11. C4 COLUMNS CONNECTION COLUMNS CONNECTION SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" (2) #12 SCREWS AT 12"OC BM #10 SCREW, 33 MIL TOP TYP ; ; TRACK ; ---�--� ►� N TOP TRACK i i SLS VERTICLIP i i i I DECK PER PLAN TO MATCH A A n u a A W/ (2) SCREWS i STUD, TYP UNO i C C ii ii i AT EA STUD AT 48"OC STUD WALL PER ------- `� PLAN T/ ROOF STL SLB VERTCLIP W/ i ELP - - (3) SCREWS AT EL PER --- EASTUD i i DECK PER PLAN A3 S5.11 JST PER PLAN BM PE P T/ ROOF STL OEL PER PLAN 3/32 N 2-12 i ' 1..... '-" ' 3/32 2-12 ' A3 54 MIL TOP S5.11 JST PER PLAN ' TRACK I ' (2) 0.157 0 HILTI i , , (DW ' PAF AT 16"OC x x :i ;; x ; , STRUCTURAL x 11 " x " SHEATHING PER Z > 800S162-33 SP TO ; i 1" VERT ' PLAN z MATCH STUD WALL I SLOTTED —j I DEFLECTION SW PER PLAN N � NOTES: i 04 TRACK 54 MIL 1. STUD SHEARWALL SHALL BE INSTALLED AFTER THE ROOF DECK m o HAS BEEN INSTALLED. F = o x x x x r O W LS STIFF CLIP W/ x x STUD WALL PER TOP OF SHEARWALL J o w ~ O (3) SCREWS TO i i i PLAN B3 < EA STUD AT EA i i i i SCALE: 1 1/2" = 1'-0" a O N STUD AT 48"OC 43 MIL BOT a�+sals x x ii ii x x i TRACK STUD WALL PER (2) #16 SCREWS 1 x " " x __; CL PLAN 0 W-,Y-,2 REV tI @12-OC I I N BM 3/16 BENT PL TO (2) 314"0 A325 BOLTS 3/16 TOP OF JST CL AND FINGER-TIGHTENED LOCK W/ JAM NUT, TYP (2) 0.157 0 HILTI � � ' � COL U PAF AT 16"OC WELD DECK TO CL 1/4" CAP PL, TYP CL GIRT PER o i i i ANGLE PER COL COL WE 0 0 1/2" EL, TYP BM PER EL TYP. , PLAN TYP 05.15.12 WIDEFLANGE _ m ' ' AND TUBE STEEL i ; DECK PER PLAN T/ COL 10053 3 AT 'SIM' , , SEL VARIES PER EL 1 ------ FLE CANOPY CONN BENT PL 4x4x1/4 i i COL PER PLAN 1 I aoo ' COL PER Z ,, -------- 10053-S5.1 1.dwg PER PLAN _ BTWN JOISTS, PLAN i i - i - T L4x4x3/8x0-6 ' STEEL DETAILS I HOLD BACK 1" " ' ----------------- AT EA END I W/ (2) 13/16"x1" E BENT PL 5x4x3/8x 1/4 HORIZ SLOTTED 1 1/2" ' 1/4 HOLES, TYP 1/4 CONT , MIN TYP 1/4 3-12 T/ ROOF STL ' 1/4 E PER PLAN i 1/4 0 M ----------------- COL PER NL PLAN, TYP iJVM 99 BM PER EL AT HSS COL ` AT WIDEFLANGE COL a BUILT-OUT WALL CONNECTION TOP OF BEAM CONNECTION A2 GIRT TO COLUMN CONNECTION S5 . 11 SCALE: 1 1/2" = V-0" ~� SCALE: 3" = 1'-0" SCALE: 1 1/2" = V-0" PERMIT SET RI CL REF B1/S5.12 BM FOR CONN RI PLAN 1/4 3/16 I 1/4 3/16 V1' MAX T/ STEEL O PL 1/4x4x0'-9" --- EL PER ELS 8 H N ------------ BM PER EL 1- RET 3/16 I ------- --- RV C T U - _ STOREFRONT �i,� 340 BM PER SECTION I ; PER ARCH OREGON, BM PER PLAN XPIRES9130/ � CZ CANOPY CONNECTION C 1 CANOPY CONNECTION SCALE: 1 1/2" = 1'-0" RI CL BM PER PLAN WALL STUD PER PLAN STIFF PL 1/2 CTR CL I ' ' ON CLEVIS RI BM 3/16N3-12 RI BM 3/16 3/12 I BM PER EL PER PLAN T WALL STUD PER PER I T/ STEEL 1/4 PLAN P K STIFF PL 3/8 EL PER ELS 1/4 ' _ - - _ T/ STEEL EL PER EL I I 3/16 L8x8x1/2xCONT 3/16 ' ' I WALL STUD 3/16 I BM PER EL I i PER PLAN 3/16 1/4 ' L8x8x1/2xCONT I PL 3/8x4x0'-6" 1/4 BM PER EL PL 1/2 (4) SIDES (n NO. 2 CLEVIS W/ ---- ; LLi 1/4 0'-6" CTRD ON z a T/ STEEL I I 3/4"PJ PIN Q EL PER E SEE 61/S5.12 I 1/4 0-6 STIFF PL n FOR CONN — 3 qWIDEFLANGE I I STOREFRONT N – PER ARCH m d N HSS BM z 0 Z) w • ---I---+ -- • -J 0 O U CANOPY CONNECTION CANOPY CONNECTION ~ BM BZ B o a a SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" O 3 a cn � 3/4"0 ROD ' I AT ENDS I ' C2 ------ ' A4 S5.12 --- --- -- �� S5.12 T/ STEEL - ---------------------------------------- ----- BM PER PLAN CL -------- EL — — — o Z B RI 05.15.12 g Bm i. TI i C1 w 10053 m -------- ---------------------------------------- ----- -- I S5.12 a CAM RE LF �� --------- 0 0 3 1 10053-S5.12.dwg 04 N 9EEf 71RE MSTOREFRONT MITER AT 45° U U a STEEL DETAILS BM PER PER ARCH PARTIAL PLAN I E 0 ' C12x20.7 E 0 PER PLAN -n D e M12 IW N 1/8 0 N o Q S5 , 12 A4 CANOPY SECTION A2 CANOPY PARTIAL PLAN o SCALE: 1" = 1'-0" SCALE: 1/2" = 1'-0" PERMITSET � a SIX �RUCTf/ 340 FF�oy! OREGON 13 N XPIRES913Df r..� CL CL HSS 4x4x1/4 REF BIM BM A2/S5.11 FOR END CONN --------------- CAP PL 1/4 II II II II 11 4 1/4 ROOF DECK PER ii --------------------- 1/4 PLAN I DECK WELD PER 1" PLAN @ 6-OC 11 I I MAX III II ___ ___ _ ______ III I II II 1 ISI I I I ' I I ISI I 1� II I 5'-0" PL 1/4x6x5'-0" CTR ON HSS II II II II II of 1/4 HSS5x4x1/4 ii 1/4 i1 3/16 4-12 (n 3/16 4-12 Ur L4x4x1/4x0'$" z j SEE C4/S5.11 0 z FOR CONN SEE C4/S5.11 D FOR CONN COL PER PLAN -l? o Im HSS6x6x1/40 = o Jo COLUMN BRACING ~ H < o o < SCALE: 1 1/2" = 1'-0" O N 0 ANGLE PER CL 07-12-12 REV t7 CL PLAN, TYP COL PER BM �— BM ROOF DECK PER PLAN PLAN 1/4 4-12ROOF DECK NOTE 1 CL BM PER PLAN PER PLAN,TYP 1/4 4-12 ROOF DECK BM L4x4x1/4 BENT P t _ T/ STEEL PER PLAN BETWEEN JOIST EL PER EL� ' ' TYP, HOLD T/ STEEL - — - ----- SHORT 1" FROM - - ------ EL PER PLAN WE BM PER PLAN --`--------- � -- J 3/32N3-12 ---------------- JOIST AT EA END o5.15.t2 3/32 3-12 I I ------------- ------- ------------ BOTTOM -------- -- ------------ T/ STEEL ; ; ; eau "° 54 MIL TOP FLANGE BM 3/16 4-12 �EL PER PLAN I i i 10053 TRACK I BRACING PER ROOF JOIST 3/16 4-12 _ T/ STEEL i CM FIX TYP DET EL PER EL O 10053-S5.13.dwg vi � I I 9QT 11RE � I I N STRUCTURAL 3/16 TYP i SHEATHING i i STEEL DETAILS THRU PL PER , I PER PLAN E TYP DET I I v I I I I BM PER PLAN I I I I PL THICKNESS, ' i i SW PER PLAN BOLTS, AND WELD PER TYP BOLTED BEAM -1n)CR e CONNECTION l� i NOTES: DET. THRU-PL sir "L�Y"GM g3-BO(11NC.NL"GI!(S PEBFINm NOTES: NOT REQD 1. STUD SHEARWALL SHALL BE INSTALLED AFTER THE ROOF DECK 1. AT ANGLE ENDS PROVIDE FULL PENETRATION WELD FOR Q HAS BEEN INSTALLED. CONTINUITY. A4 SHEARWALL TO BEAM CONNECTION EtROOF CHORD BEAM TO DECK Al BEAM TO HSS COLUMN S5 . 13 SCALE: 1 1/2" = 1'-0" CALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" PERMIT SET 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 @ WALL INTERSECTION 12"OC, TYP 8 r aV WALL STUD, TYP SUL �R%3CTU 9 �� FSsC E o SELF TAPPING iia yt0 SC Fp y9 SCREWS @ 12-OC, TYP -� 1 1/2"x20 GA CONT STRAP ES OF OREGON WALL W/#12 SCREWS TO EA STUD �� AND (4) #12 SCREWS TO BLKG, WALL CORNER SPACE STRAPS EQUALLY OVER xPIRES913o/ "•y HEIGHT OF WALL @ 4'-0-OC, MAX WALL STUD, TYP WALL END CZ L1'. STRAP LATERAL BRACING C@WALL CORNER AND END DETAIL SNTS 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 OPNG BUILT-UP HEADER UNPUNCHED PER SCHEDULE #12 SCREWS @ 12-OC JAMB 68 MIL TRACK TO MATCH STUD 54 MILx2"x2" ANGLE WIDTH BEYOND HEADER CLIP W/ (3) #12 \ / SCREWS EA LEG, TYP JAMB STUDS II \/ OPENING � � STIFF CLIP HE-43 a WIDTH HEADER JAMB HEADER i AS MFRD BY THE / \ (2) STUDS TO MATCH STEEL NEWORK -- -------- - UP TO 4'-0" (2) 600S162-43 TYP WALL STUD SIZE ++;+ W/ (16) SCREW U) AND GAUGE ... PATTERN ES / \ 1 1/2" TRACK TO MATCH THICKNESS __________ _++,+++ z OF WALL STUDS _ a I 0 0 I �rz IE I I N I I � FLAT STRAP BRACING AND I I ai o #10 SCREW ES AT STUD TO TRACK eo N STRAPPING PER TYP DET OPNG m a NOTES: HEADER / JAMB m A WIDTH w 3/8"QJ 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. 0 j UJI ---� 2 o B4 FRAMING ELEVATION BZ OPENING FRAMING Lu � Qo o SCALE: NTS SCALE: NTS a0aiF �vmna A-A 1"TYP 1 1/2"TYP (2) ROWS OF (4) #12 SCREWS, WE TYP 05.15.12 0 > (1) ROW OF (4) eaa Mo. #12 SCREWS, 10053 11 F - NS, FS, TYP COD FU 10053-S6.01.dwg 12" SPLICE STUD; TRACK EQ EQ SIZE TO MATCH TYPICAL COLD-FORMED a SPLICE WALL STUDS, THK TO MATCH STEEL FRAMING DETAILS TRACK E WALL PER PLAN 0 -inicRA 01 N e41P^ YXK."! 101]-9OIA 1"C.IU KKi1B NE5FTF➢ O s1w N SECTION A-A S6 . 01 WALL TRACK SPLICE A2 SCALE: NTS PERMIT SET WALL STUD, TYP CLIP FLANGES AND BEND AS SHOWN WITH (2) #10 SCREWS TO EACH FLANGE EACH STUD 33 MIL TRACK ::; BLOCKING AT MAXIMUM JAMB STUDS LOCATIONS WITH ul e ul WALL STUDS 4'-0" MAX 8'-0" MAX DEPTH TO HEIGHT #10 SCREW @ E @ 16''OC @ 24"OC OPENING OPENING + + MATCH STUDS ^ 16 OC, TYP, LINO + + 5505162-43 5505162-54 (2) 5505162-43 (2) 5505162-43 + + + + + + AT 8ZON MAX HORIZON 25' 0" 6005125-43 -- (2) 6005125-43 (3) 6005125-43 WALL INTERSECTION TAL 6005137-33 -- (2) 6005137-33 (3) 6005137-33 #10 SCREW EACH 600S162-33 -' (2) 6005162-33 (2) 6005162-33 SIDE, TYP (5) #10 SCREWS sE& -- 6005200-43 (2) 6005200-43 (2) 6005200-43 #10 SCREW @ 16"OC TYP, UNO AT STRAP TO WALL STUD, Ar BLOCKING WALL STUD, TYP 33 MILx1 1/2" CONTINUOUS STUD TYP #10 SCREW @ STRAP EACH SIDE OF WALL AT 5� D AFFS 16"OC, TYP, LINON F s% 4-0"OC, NOTE 1 � �� ,3ao iu R� y9 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, BLOCKINGOREGON WALL END WALL CORNER IS REQUIRED WITH STRAPPING ON THE SIDE OF THE WALL OPPOSITE THE GWB. CONNECT GWB � 1 TO BLOCKING WITH (5) #10 SCREWS. 2. GWB SHALL BE INSTALLED WITH #6 SCREWS @ 12"OC MAX TO STUDS WHERE OCCURS, UNO. xPIREsgi3W 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, UNO. 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 362T150-33 OR TOP TRACK 600T150-33 WALL STUD PER SCHEDULE SIMPSON L30 SIMPSON L30 A-A JAMB STUDS JAMB #10 SCREW EACH SECTION A-A STUDS (2) ROWS OF #10 TRACK AND STUD + SCREWS @ SIDE EACH STUD FLG SHOWN CUT g_g 12"OC, TYP CONCRETE FILLED METAL BACK FOR CLARITY \ DECK OR CONCRETE SLAB HEADER + JAMB STUDS + SIMPSON L30 362T150-33 OR + ` INSTALL PER 600T150-33 HEADER TRACK, 2 + z + + NOTE EXTENDING SECTION A-A TYP FROM TOP OF (4) #10 SCREWS, FASTENERS PER NOTE 1 SECTION B-B HEADER TO EACH SIDE (n BOTTOM TRACK B-B BOTTOM OF (2) ROWS OF (4) WALL uj #10 SCREWS NOTES: z a NOTES: SIMPSON L30 1. PROVIDE HILTI X-U POWDER-ACTUATED FASTENERS (PAPS) WITH 3/4" 1. CONNECT TO JAMB STUDS WITH (2) #10 SCREWS. CONNECT TO MIN EMBEDMENT AT 24"OC, OR ENGINEER APPROVED EQUIVALENT. J 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. D c WITH 3/4" MIN EMBEDMENT OR ENGINEER APPROVED EQUIVALENT. (2) ROWS SCREWS @ 0 06 N 12" EACH SIDE TYPICAL DETAIL PARTITION WALL m m 2. SEE TYPICAL PARTITION WALL HEADER AND SILL CONNECTIONS DETAIL 16"OC, STAGGER BOTTOM OF WALL CONNECTION o FOR ITEMS SHOWN BUT NOT NOTED. ROWS B 4 0 0 TYPICAL DETAIL PARTITION WALL - SCALE: NTS J o JAMB / STUD CONNECTIONQ ~ < B4 � �< SCALE: NTS SECTION B-B TOP OF WALL i __ �` TOP TRACK a 0 U BRACING PER PER NOTE 1 COMPONENT HEADER CONNNECTION SCHEDULE AND _ WALL STUDS 3" MIN 1 1/8" MIN TYPICAL DETAIL OR PER TOP OF WALL \ COMPONENT JAMB SIMPSON L30 DEFLECTION TRACK _ _ SCHEDULE ---------- DEFLECTIONSTUDS + CONNECTION PER HEADPER ER TRACKS TRACK TOP TRACK TYPICAL DETAIL i DEFLECTION ASSEMBLY E 2 SPLICE, �� HEADER PER LOCATION IF STRAPPING / NOTE 3 > ASSEMBLY (2) ROWS OF TOP TRACK, TYP BLOCKING PER TRACK READ + + JAMB STUDS WE #10 SCREWS TOP TRACK, TYP TYPICAL DETAIL 2 ROWS #10 PER emta12 ( ) AT 12" OC jEQ+ EQ COMPONENT eaalloSCREWS AT 12"OC U- f B B + SILL TRACK REF TYPICAL 10053 SCHEDULE °' p DEFLECTIONCONTINUOUS 54 MIL PLATE ` pHEADER AND SILL SILL AND WALL FU BELOW WHEREw TRACK: 54 MIL i+ + + + + + CONNECTION WITH FASTENERS EACH + + + + + + + + _ 10053-56.02.dwg SIDE PER NOTE 1 z a THICK AT FLOOR - WALL STUD DETAIL OCCURS N 68 MIL AT ROOF + / 71 SILL TRACK sir" E 3 54 MIL PLATE EQ EQ BOTTOM OF WALL i PER NOTE 2 MIN " 54 MIL PLATE TRACK PER HEADER CONNECTION TYPICAL COLD-FORMED 1 1/8 MIN WITH (8) # 10 WITH (10) #10 BOTTOM TRACK SCREWS SCREWS CONNECTION PER TYPICAL PER NOTE 1 STEEL FRAMING DETAILS �I/ Ulf Z DETAIL REF TYPICAL JAMB STUD DEFLECTION TRACK TOP \� --- #10 SCREWS @ 12"OC NOTES: CONNECTIONS DETAIL WALL GWB _ 1. TOP AND BOTTOM WALL TRACKS TO BE 362T150-43 OR 600T150-43 WITH DEPTH TO MATCH WALL E ASSEMBLY TRACK _ STUDS. NO SPLICES ARE ALLOWED IN TOP TRACK EXCEPT AT CROSS WALLS OR TOP OF WALL DEFLECTION TRACK SECTION C-C �� M #10 SCREW AT 6" OC BRACING LOCATIONS; SEE TYPICAL TOP TRACK CONNECTION DETAIL. ASSEMBLY WALL CORNER WALL INTERSECTION STAGGERED METAL DECK 2. HEADER AND SILL TRACKS TO BE 362T150-43 OR 600T150-43 WITH DEPTH TO MATCH WALL STUDS FOR OPENINGS LESS THAN OR EQUAL TO 8'-0" IN WIDTH AND WALL HEIGHTS LESS THAN OR SHM SILL CONNECTION EQUAL TO 16'-0". 3. HEADERS TO BE (2) 6005162-33 FOR OPENINGS LESS THAN OR EQUAL TO 8'-0" IN WIDTH AND a WALL HEIGHTS LESS THAN OR EQUAL TO 16'-0". TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL TYPICAL DETAIL PARTITION WALL 56 . 02 AA TOP WALL DEFLECTION TRACK CONNECTION A3 TOP TRACK CONNECTION A2 HEADER AND SILL CONNECTION Al ELEVATION SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS PERMIT SET WATER SUPPLY INFORMATION: FIRE SPRINKLER GENERAL NOTES: PROVIDE FLANGE GENERAL NOTES BUILDING SIDE OF RISER OBTAINED FROM: PACLAND 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL WALL TYP ANY FIRE SPRINKLER SYSTEM UNDERGROUND CONNECTION AT SHALL LOCATION: SOUTHEAST OF THE PROJECT SITE ON THE SOUTH BE IN ACCORDANCE WITH NFPA 13 AND NFPA 24. SYSTEMPIPING (SITE MAIN, FIRE PUMP SUPPLY / SIDE OF SW HERMOSA WAY ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND z FINISHED GRADE TYP DISCHARGE AND FIRE DEPARTMENT z3NI DATE: 12/21/2011 THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION PROVIDE MINIMUM OF 2" f DIP, TAR AND WRAP, CONNECTION PIPING) THAT IS INSTALLED BY 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC Cy g 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 HW RESIDUAL PRESSURE: 102.9 PSI SUBMITTAL. AROUND UNDERGROUND `O TIE RODS PLUMBING OR FIRE SPRINKLER) THAT STUBS VALUE OF 1000 BTU PER CUBIC FOOT AND 0 WATER FLOW: 2564 GPM ENTRY PIPE. OPTIONAL PIPE PER NFPA 24 UP INSIDE OR OUTSIDE A BUILDING OR FIRE SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL W 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL SLEEVE SHALL BE A MINIMUM PUMP ROOM, ESPECIALLY THROUGH A UTILITY FOR EXACT LOCATION AND SIZE OF GAS DZ e INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, 2 NOMINAL PIPE SIZES .�� Who i THE ABOVE WATER SUPPLY INCLUDES THE DEDUCTIONS FOR CIPS GASKETED CONCRETE SLAB SHALL HAVE THE FINAL METER, GAS PRESSURE, SIZE AND TYPE OF o - ELEVATION DIFFERENCE BETWEEN TEST AND FINISHED FLOOR PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH LARGER THAN UNDERGROUND COUPLING FOR POINT OF CONNECTION FLANGE INSTALLED PIPING AND VALVES REQUIRED FOR CONNECTION W ��� ENTRY PIPE. ALLOW FOR CONNECTION TO PVC =W PJM ELEVATION. IT DOES NOT INCLUDE BACKFLOW PREVENTER OTHER TRADES. WITH THE "2 - HOLE METHOD". THIS FLANGE TO METER. VERIFY CORRECT GAS PRESSURE INSTALLATION OF TIE RODS ? SHALL BE INSTALLED ABOVE THE FINISH DOWNSTREAM OF SERVICE REGULATOR AFTER GAS LOSSES OR THE REQUIRED 5 PSI SAFETY FACTOR. OR DUCTILE IRON PIPE 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO WITHIN CLEARANCE AREA. W LACK OF COORDINATION AND TO MEET AUTHORITY HAVING FILL GAP WITH MASTIC o RESTRAIN UNDERGROUND GRADE / FLOOR IN EACH CASE SO THE BOLT UTILITY COMPLETES INSTALLATION. F FIRE SPRINKLER PLAN NOTES: JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO " PIPE TO RISER WITH TIE HOLES ARE ALIGNED SO THAT FITTINGS, VALVES AND EQUIPMENT MAY BE BOLTED TO 2. SANITARY SEWER PIPING SHOWN IS BASED ON SHALL REFER TO CIVIL FOR CONTINUATION SHALL O ADDITIONAL COST TO THE OWNER. 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"1 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 INSTALLED PER REQUIREMENTS " "ADJACENT WALLS AND FLOOR OCIVIL PLANS FOR . ALL PIPING 3TO 6 . COORDINATE BUILDING 2 TO FIRE DEPARTMENT CONNECTION (0.20 GPM/SF OVER 1500 SF HYDRAULIC REMOTE AREA) SUL 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. 5. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH RISER ASSEMBLY z3• INSTALL VR'S A MINIMUM OF 24" FROM O4 INSPECTORS TEST VALVE LOCATION. CONNECT TO 90' PARAPET WALL AND A MINIMUM OF 10 FT. FROM PE0 PROfF EXTEHYDRRIORCANDYDRSCHARGEEMOTE OINT. ROUTE TO ONTO CONCRETE SPLASHGBLOCK. NFPA 70. FLOOR N 0 0- OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT. �5 INS 19i0y 6. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT-PRODUCING z Q '� PROVIDE MINIMUM OF 2" WALL TYP I 4. INSTALL CONTINUOUS SEALANT JOINT AT ALL 84639PE 9� SOURCES WITH NFPA 13. � O5 PROVIDE WET SPRINKLER SYSTEM THROUGHOUT ENTIRE CLEARANCE ON ALL SIDES o 0 EXTERIOR WALL PENETRATIONS. AROUND UNDERGROUND BUILDING. 7. DO NOT CONNECT TO UNDERGROUND SUPPLY UNTIL PROVIDED `O FINISHED GRADE TYP 0 0 y c WITH WRITTEN DOCUMENTATION THAT PIPING HAS BEEN FLUSHED ENTRY PIPE. OPTIONAL PIPE 90 SLEEVE SHALL BE A MINIMUM 5. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF OL�pRE(,ON ryo AND PRESSURE TESTED IN ACCORDANCE WITH NFPA 13. 2 NOMINAL PIPE SIZES DIP, TAR AND WRAP, EDGE AND/OR PARAPET WALLS. S MBER o9 Q LARGER THAN UNDERGROUND PER NFPA 24 TYP 15��g//1d/Z, 8. FORWARD COMPLETED CONTRACTOR MATERIAL TEST ENTRY PIPE. ALLOW FOR 6. PROVIDE START-UP ASSISTANCE FOR ALL 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 EXPIRES 1?IJ112013 ' WITHIN CLEARANCE AREA. ? RODS PER NFPA 24 THREADED PVCPERSONNEL 9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FILL GAP WITH MASTICCLEANOUT PLUG EXTRA HEAVY DUTY PRESSURES TOR ENSURPROPER CORRECT GAS TION OFLOW `a TO FIRE LINE. REF FRAME AND COVER REQUIPMENT. G ALL DRAIN CLEANOUT SCHEDULE TIE RODS PER NFPA 24. CIVIL PLANS FOR ADESURFACE T AWAY CONTINUATION TYP C � 1" IN GRASSY AREA MARK DESCRIPTION MJ 90 ELBOW (1/4 BEND) MANUFACTURER MODEL NUMBER MEGALUG OR EQUAL RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO-HUB ROOF DRAIN WITH CAST OR DUCTILE IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), THRUST BLOCK PER NFPA 24 O" IN PAVED AREA 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. PORTLAND CEMENT <= 8" DRAINS: 1JOSAM 21500 IWATTS RD-300 IZURN Z100-EBFIR E LEA D - I N CONCRETE COLLAR CO/ THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR NTS 08.26.11 12" 12" ADJUSTABLE HEAD WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) y ZURN Z1470 Z1469 SIOUX CHIEF 873 MIFAB C1430 IJAY R. SMITH 4472T JOSAM 58540 58600 WATTS CO-590-RD IWADE 8590 8480R YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE-FLANGED HOUSING, AND EXTRA YARD CLEANOUT HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL-PROOF SCREWS. ZURN Z1449 Z1474 MIFAB C1230 C1300-MF JAY R. SMITH 4250 NTS 04.29.11 MP11 JOSAM 58850 WATTS CO-300-MF CO-380 WADE W-6000 W-8300-MF 1 o67� ivy ( 10 98'-0" I ! 86'-5" ! ! ! ! N 85'-5" ! ! ! ! 0 3" DOMESTIC WATER OVICE REF CIVIL I ( ! ! Z 27 -0" AND 8 I i ENTRANCES EREFRCIVIL wU - 500 CFHS OTALR LOAD ! ( 0 C7I r- -- _. ._ - - - ----. ----- _.--I _-..--I - --- ---- - ---- .. .. ___..-..-------� 6" YCO ! __. _---_-_--- ( _...-----_.._.._.... . ! r -.. . _._ _ . .. _ ..._.__ - go !o I ! REGULATE TO 5 PSIG I I i ! g^ REF 3-M1 - `\ BELOW T IE 91.50' I i I . . _ , , ! - - ! ® } coir REF CIVIL _ _. - - .; _ I- -- - _ < } __ _ _ L SAMPLING PORTi `�_ " 3 VENT UH3 CAP WATER 3/4 f YCO Q WITH 6" YCO i BELOW 3/4" _ W f BTHE THERMOSTAT WALL -AT 18 AFF ;, THROUGH WALL 12" 0 - N f TYP AT GRADE GRADE I ! —� 2 1/2" GAS ! I ! VTR _ REF 3-M1 SS --3 0 TO 60'F SPRINKLER MOUNTING ELECTRICAL 1 I f N 4" 6 4" VR ! E� BRACKET 4 I! BELOW ROOF AND ! E SS I Lu O ------r- ROOM Ix CAP SANITARY PIPES DOWN TO METER 5' INSIDE OUTL01 ! ! 4" I i _ 4" U YCO b 0 b GW BUILDING U YPNGGFWALL i I ! ! ! �- GW ' b ----b z YCO 1500 GALLON ! �! ! O YCO 0 0 REF 5-M2 GREASE 3/4" ! ! ! 3/4" 11500 GALLON v Co w REF 5INTERC -M2 INTERCEPTOR ---—,- -- — — -- --j --- - —._`. - - - L— --- ! GREASE YCO U) ---- --- - I REF 5-M2 w w 0 INTERCEPTOR _-D o REGULATOR ! ! ! ! I ! 1'-8" REF 5-M2 0 a U ABOVE �200F REGULATOR a REF 8TM2 ! ! ! ! l FINISHED FLOOR ELEVATION = 100.00' ( i ABOVE ROOF I I REF 18-M2 1" GATS U THRU !ROOF 61 ! ! ! i ! ! i 1 1" GAS UP - EFV � ! I I! ! ! ! 1 EFV THRU ROOF } 1 1/4^ - — - — — — . DOWNSTREAM OF EFV FL� _----w---------- - �___--_- -- � -- -------------------. .� __- �-- - �----- -----sFLUE'THRU UE THRU T ROOF TYP ! DOWNSTREAM UH1 REF 6-M2 3 ! 33 ! ! 3 ROOF TYP T r ' OF EFV 5 5 (51 g REF 6-M2 --- i UH1 12'-0"AFF 12'-O" UH2! UH2 12 -0 AFF SET THERMOSTAT TO 60' ! ( ! SET TTO 600STAT i I REF 7-M2 ! ! ! ! ! REF 7-M2 i i 01.06.12 ! ecra ra. FU SHM ME I ! ! 3" CO AT ! 3" RD1 ! ( ! REFERENCE ONLY ! 3" CO AT 3" CO AT 3" CO AT NOT APPROVED WITH THIS PERMIT' 18"AFF ROUTE GRAVITY ROOF I MECHANICAL - - I � ! 18"AFF I I 18"AFF I DRAIN WITHIN JOIST 18"AFF j 3" UP TO ROOF SPACE. SLOPE PIPING DRAIN RD1 ! 3" RD1 ! ! - ' 3" RD1 ! � ! 3" RD1 ____� AND TYP OF 4 AT 1/2"/FT TYP PLUMBING -. PLAN I I I I . HI L. _-.-- -. -_-.. --_.__ L_.___-.. ____.-_-__._-.-J J I i rj! ( I ! L------ _---- ----__ ------ 29'-2" l I -1^: 32'-10" Ir I ! ! I I 69'-2" 72'-10" MECHANICAL FLOOR PLAN mi 1 1" = 20'-0" NATURAL GAS PRESSURE REGULATOR SCHEDULE ELECTRIC UNIT HEATER SCHEDULE MECHANICAL SYMBOLS MANUFACTURER MARK AREA SERVED MANUFACTURER/ ELEC HEAT V/PH/HZ NOTES Z)Ni OUTLET SENSUS METERING SYSTEMS - INVENSYS - EQUIMETER FISHER ITRON MODEL KW [PRESSURE CAPACITY MODEL BODY SIZE *SPRING MINIMUM CAPACITY MODEL BODY SIZE ►SPRING MINIMUM CAPACITY MODEL BODY SIZE •SPRING MINIMUM UH3 SPRINKLER ROOM QMARK/MUH05-81 5 208/1/60 OUH1 THERMOSTATO�ETPOINT RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE RANGE NUMBER INLET-OUTLET RANGE ORIFICE MARKEL/F2F5105 W e WC CFH INCHES IN WC IN CFH INCHES IN WC IN CFH INCHES IN WC) (IN) W <a s 7 0-520 143-80-2 3/4-3/4 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 �ZN a 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 B-31R 1 1/4-1 1/4 4-9 1/2 1. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS Zt9 w o a 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. Lu �S s 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 =W 2151-4700 243-12-2 2-2 5-8.5 1 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 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 / / ROCEPTOR MODEL GMC 1500 IPC -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 ONTACT: QUOTATIONS DEPARTMENT 2301-3350 S-202 2-2 10-12.5 1 3/16 REEN TURTLE AMERICA BAFFLE OVERFLOW ROOF DRAIN LINE SUL 2709 WATER RIDGE PARKWAY, SUITE 410, MANUFACTURER'S ® GENERAL INFORMATION (ALL REGULATORS): HARLOTTE, 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 i i TYP OF 2 e846139PE FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. N �- GAS PRESSURE REGULATORINLET LJ 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. IG ELBOW - TURNED DOWN r MANUFACTURER'S YCO, HOLD TIGHT 05.29.09 EXTENSION COLLAR 0 - ELBOW - TURNED UP y o TO SUIT DEPTH TO INTERCEPTOR o. OREGON yo GAS UNIT HEATER SCHEDULE OF INTERCEPTOR TYP OF 2 -- 6'zFfeER o9 P 96„ MANUFACTURER'S .. TEE - TURNED DOWN MARK AREA SERVED MANUFACTURER/ GAS HEAT YCO & INSPECTION 24" COVER, GASKETED MODEL INPUT MBH 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 EXPIRES 12/3112013 DETAIL TO AVOID CONFLICT WITH MODINE / PDP250 250 SLOPE PAVEMENT O ROOF DRAIN/OVERFLOW ROOF DRAIN TEE W/CAPPED UNIT INTERIOR ACCESS FORREINFORCED CONCRETE LENNOX / LF24-250A 250 OR GRADE 1/8" PRESSURE INSPECTION AND/OR MAINTENANCEAWAY FROM SLAB RELIEVING SLAB -O GAUGE CONNECTION REF STRUCTURAL YCO YARD CLEANOUT GENERAL INFORMATION (ALL UNITS): CONNECT TANK PRESSURE REGULATOR 1. ALL UNITS ARE 115V, 1 PHASE, 60 HERTZ WITH 24V CONTROL TRANSFORMER. 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 UNLESS NOTED OTHERWISE. TYP OF 2 REF GAS PRESSURE REGULATOR SCHEDULE 3. PROVIDE 60 DEGREE DISCHARGE NOZZLE. 3" VENT UL LISTED BALL GAS VALVE CONNECTION TYP PIPING TO INDOOR REF SPECIFICATIONS; NO 10.28.11 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 a z WELDED TYPE PIPE FITTINGS LISTED FLUE CAP di m PER SPECIFICATIONS REF SPECIFICATIONS ROOF PENETRATION REF ARCH ROOF PENETRATION REF ARCH (REZNOR: USE 0000000 INLET ROOF MANUFACTURER'S VENT - - - - CAP OPTION CC1) COMBINATION WYE AND HIGH TEMP LIQUID LEVEL 1/8 BEND TYP OF 2 BEAM CLAMP 2 x 2 x 1/4 SEALANT 12" MINIMUM ABOVE ANGLE OR 1 5/8 x 1 5/8 STORM SNOW LEVEL OR PER BAFFLE TYP UNISTRUT TO TOP CHORD ALL THREAD ROD COMPACTED 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 _ ANGLE IRON BOLTED TO G COLLAR/INSULATIONJ�q PLASTIC TANK (y ANGLE OR UNISTRUT SUPPORT PIPING FROM SHIELD CONCRETE EXTENDED FIRE LEAD IN Lu 24" STRUCTURE PER JL AROUND TANKS SPECIFICATIONS. REFER REF ARCHITECTURAL NOTES: REF STRUCTURAL TO PLANS FOR PIPE SIZE. FOR ROOF PENETRATION 1. INSTALL INTERCEPTOR PER MANUFACTURER INSTRUCTIONS. I I I I z AND FLASHING DETAILS 2. PROVIDE INTERCEPTOR INSTALLATION THAT COMPLIES WITH AASHTO H-20 LOAD RATING. I I I I TO REMOTE FIRE ROOFTOP GAS REGULATOR 3. FROST LINE DEPTH TAKES PRECEDENCE OVER MINIMUM BURIAL DEPTH. CONTACT MANUFACTURER IF FROST I I I DEPARTMENT-DEPARTMENT 8 LINE IS DEEPER THAN THE MAX DEPTH. BEFORE INSTALLING, VERIFY THE INVERT WILL WORK AT THE CONNECTION P1TS 12.26.06 MT01-2 Z CONNECTION TO CIVIL LINE WHILE MAINTAINING PROPER SLOPE. 4. PROVIDE SAMPLING PORT, REFER TO PLUMBING PLAN FOR LOCATION. 1" MIN GLASS FIBER I I I I INSULATION 5. REFER TO PLUMBING PLAN FOR PIPE SIZES. I I I I INSTALL 4 INCH ROOFTOP FIRE 6. NO SUBSTITUTIONS ALLOWED. m I I I I OUTLET WITH (2) 2 1/2 INCH 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 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 I I ® ® TEST HEADER - DETAIL FOR SIZE AND REQUIREMENTS MANUFACTURER'S GREATER THAN 6 FT. I I Q SEAL ALL SINGLE WALL FLUE INSTRUCTIONS EXCESS FLOW VALVE (EFV) JOINTS AND SINGLE TO GREASE INTERCEPTOR W (WHEN SHOWN ON PLAN) REF FLUE THRU DOUBLE WALL FLUE VENT SINGLE WALL FLUE IN VERTICAL POSITION REF ROOF DETAIL JOINTS WITH MINIMUM RATED UNLESS NOTED 5 N wo MANUFACTURER'S INSTRUCTIONS 500' F SILICONE ADHESIVE OTHERWISE ON PLAN NTS 08.29.08 MP07 L.L O SUPPORT FROM STRUCTURE SEALANT BY GENERAL REFER TO UNIT HEATER O a REF ROOFTOP GAS ABOVE PER MANUFACTURER'S ELECTRIC OR EQUAL FLUE VENT SIZING TABLE N REGULATOR DETAIL RECOMMENDATIONS O z 7 ROOF FOR FLUE SIZES NOT KEEP ASSEMBLY IN SHOWN ON PLAN O.S.PE VALVE WITH w I- w O GAS PIPING UNIT HEATER FLUE VENT SIZING TABLE EXTERIOR WALL ( 0 w TAMPER SWITCH TYP u W ROOF JOIST AREA WITH NO PORTION o o BELOW BOTTOM REF PLAN MANUFACTURER MODEL # FLUE VENT MAXIMUM FLUE a O ¢ U �-- BALL VALVE 1" SUPPLY FROM CHORD OF JOISTS DIAMETER VENT LENGTH (FT. PLAN VIEW REMONS HANGER REZNOR UDAP-100 4" 35 SPRINKLER SYSTEM ZONE 0 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-2758, ABOVE BOTTOM OF HEATER WITH FLOW EQUAL TO ONE MODINE PDP250 7" 25 1BY OMEGA FLEX, INC. 800-671-8622 3/4" I.D. FLEXIBLE GAS CONNECTOR LENNOX LF24250A 7" 25 VANE TYPE WATER SPRINKLER. VALVE SHALL INCLUDE FLOW SWITCH APRESSURE-RELIEF VALVE ASUNIT HEATER C 0 N N E C TI 0 N REZNOR UDBP-250 5" 50 PIPE TO MANIFOLD 04NT MODINE BDP250 7" 25 iv = DRAIN 05.27." MM09 TRANE GBND025 7" 25 HYDRAULIC PLACARD FLUE THRU ROOF - 4 INCH GALVANIZED PIPE OUT TO ,E 6 BACKFLOW TEST HEADER NTS 02.26."0 __ x a BUTTERFLY CONTROL 01.06.12 SPRINKLER MAIN < VALVE �M0 00 SPARE SPRINKLER G f-TO REMOTE FIRE CAM CABINET TYP DEPARTMENT CONNECTION SW TLE 1" SHOULDER NIPPLE UPRIGHT SPRINKLER MINIMUM 8" FROM BOTTOM OF DECK TO DEFLECTOR IN STOCKROOM DUE _BOTTOM OF MECHANICAL TO SURFACE MOUNTED LIGHTS ROOF DECK o 1" GLOBE VALVE g 1" GALVANIZED WITH SIGNAGE DOUBLE CHECK AND 1" GLOBE VALVE WALL PLATE z DETECTOR BACKFLOW BARJOIST TYP (NORMALLY CLOSED) PREVENTER BR1 PLUMBING 00 WELDED OUTLETS W/ 1" GALVANIZED 45 SEAL OPENING WTH � GROOVED COUPLINGS DEGREE ELBOW GROUT AND PROVIDE io iv FLOOR DETAILS BRANCH LINE CHROME ESCUTCHEON ON CHAIN-HUNG SIGNAGE INSIDE OF WALL OS&Y VALVE WITH Lu MUST BE VISIBLE AT SMOOTH BORE CORROSION TAMPER SWITCH 1" PLUG f w ALL AREAS INSTALL SPRINKLER RESISTANT OUTLET WITH FLOW IN 12 O'CLOCK z MAIN PIPE ABOVE EQUAL TO ONE SPRINKLER WITH SEAL ESCUTCHEON TO z POSITION. TYP BOTTOM CHORD OF SMALLEST ORIFICE. (OMIT WHEN WALL WITH CONTINUOUS STUB JOIST ONLY AUXILIARY DRAIN) SEALANT FILLET iv FIRELINE FLOOR.REFI 22-Ml Hr FLOOR TIE RODS ELEVATION A W 4 AUXILIARY DRAIN 3 PIPING Q-LNTP XILIARY DRAIN INSPECTOR ' S TEST SPRINKLER RISER M2 J W 0 z a w FIRE ALARM GENERAL NOTES: 1. FIRE ALARM SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA 70 AND NFPA 72. SYSTEM SHALL ALSO =)NI MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND HE owl o ` REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND o INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID NW 6 SUBMITTAL. W W 22 2 e 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION Q= xN e i ! AND FOR BID RE ORM REQUIRED CALCULATIONS AND COORDINATEWITH OTHER TRADESWZ Nig i M mea III i 3. DEVIATIONS FROM ENGINEERS LAYOUT WILL NOT BE CONSIDERED =W ! UNLESS A FORMALLY SUBMITTED RFI IS RECEIVED AND APPROVED. ! j 4. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK ~ LD ! ?X ?X 3X OF COORDINATION OR TO MEET AUTHORITY HAVING JURISDICTION AND 13 TELEPHONE CONDUIT, I INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE UH3 REF CIVIL ! OWNER. 60A, I N 1 a 9 5. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED FOR A COMPLETE AND SE& +10' j GFI,WP,WR O OPERATIONAL FIRE ALARM SYSTEM. 0 0 0 6. HE FIRE ALARM CONTROL PANEL (FACP) SHOWN SHALL BE VT VT COORDINATED WITH HE FIRE DEPARTMENT AND AHJ PRIOR TO C -tp — -- NOTIFICATION APPLIANCE INSTALLATION. 4'x4' TELEPHONE NOTIFICATION FS ' ? 7. PROVIDE AUDIBLE AND VISIBLE NOTIFICATION APPLIANCES AS BAC7 POWER KBOARD APPLIA CEINDICATED ON THE DRAWINGS. 072:NPE 17 LID LID PANEL 8. PROVIDE DUCT DETECTION AND SHUTDOWN FOR AIR DISTRIBUTION120V SIGNALING LINE CIRCUITSYSTEMS EXCEEDING 2000 CFM. DUCT SMOKE DETECTION SHALL GFI I SERVING SYSTEM INITIATING TRANSMIT A SUPERVISORY SIGNAL TO THE FACP. FIRE j ELECTRICAL DEVICES SPRINKLED 9. PROVIDE FIRE ALARM EQUIPMENT AND CONNECTIONS REQUIRED TO o`V j SHUTDOWN FAN POWERED AIR DISTRIBUTION EQUIPMENT THAT IS OREGON,yo LESS THAN 2000 CFM AND IS NOT PROVIDED WITH DUCT SMOKE ��3ER RPS i i FIRE ALARM PROVIDE TWO DEDICATED DETECTION WHEN ITS RESPECTIVE AIR HANDLING UNIT IS SHUTDOWN. CONTROL TELEPHONE LINES FOR I 3 2 1 j PANEL REMOTE MONITORING 10. FORWARD COMPLETED FIRE ALARM CERTIFICATE OF COMPLETION TO FACP EXTERIOR THE OWNER. E(PIRES:O6mol3 WATERFLOW I ALARM 11. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ( 5 L1 D j SERVICE j 120V j ENTRANCE i RISER DIAGRAM IS SCHEMATIC IN NATURE. NOT ALL DEVICES ARE SHOWN. REFER TO FIRE ALARM PLAN NOTES: SWITCHGEAR ! PLANS FOR EQUIPMENT QUANTITIES AND LOCATIONS. O1 FIRE ALARM CONTROL PANEL. I j 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. f O3 CONNECT EXTERIOR WATERFLOW ALARM BELL TO FIRE ALARM SYSTEM. COORDINATE EXACT LOCATION WITH OWNER AND ADJACENT I FIRE ALARM RISER DIAGRAM FIRE DEPARTMENT CONNECTION AT EACH BUILDING. SPRINKLER ELECTRICAL R M P 0 WE R PLAN 1/a - 1'-0" ® CONNECT FIRE SPRINKLER MONITORING DEVICES TO FIRE ALARM 3 SYSTEM. COORDINATE QUANTITY AND LOCATION OF DEVICES WITH FIRE PROTECTION SYSTEMS. O5 THIS SPACE RESERVED FOR FIRE ALARM REMOTE POWER SUPPLY. CN c�nn z I ! I r------ ------------, I I FI)(TURE TYPE, 18 T(P, REF E2 TYP - o I ! I I Q ... . . 1 VT VT F 3 2 GFS i G61 I m SABOVE FLOOR, LID �FI LID FI LID - 00 j GF I ! FIRE i ABOVE FLOOR, FI N Q LID LID SPRINKLER LL --- ; 2 LID ' I 5 RPS I _ 1 10 ! ® 12 I 14 nl I 75 I , ®7g j FACP ELECTRICAL 1 D I I • i I I -_0 - -.__ FOR POWER AND 75 i ; 75 0 ! tGFI-- - --- ----------- TELEPHONE IN THIS AREA, REF 3-E1 ! w ~ w uj 0 j I j I LID I ! ! 0 � or ! ! ! 8 j ! IO F- 0 < I ! ! I Ralyas ; i I 75 I I I 1 UHt LID I I 1 I ! I L1D UH2 I I I ! 11 i I I I PROVIDE ON/OFF WE I I 1 ! ! SAFETY SWITCH FOR - PROVIDE ON/OFF ! ! ! ! j j UNIT HEATER I 01.06.12 I SAFETY SWITCH FOR UNIT HEATERBWA NM uro FU i! REFERENCE ONLY NOT APPROVED WITH THIS PERMIT! 1 sir mu I I I I I i I j 2 TYP i ! i j i ELECTRICAL PLAN 75 ! j 75 ! ! 75 ! MOUNT AT SAMEI LEVEL AS 75 ( j 75 ! ' ! �I!I 1 —\_,—BOTTOM CHORD '!I JF JOIST 3 ROUTE UNDEq SLAB SHEEr 3 REQ CIV IL PLANSFORPOLE !I� _--_----� !!II ,L ............. 1 MOUNTED LIGHT FIXTURE -------- --— - TYPES AND FINAL LOCATIOND --_I------------ Y ELECTRICAL PLAN E1 Q �Q A A A Portland General Electric 9480 SW Boeckman Road PG E Wilsonville,Onyon 97070 Ralph Reisbeck Office(503)57&4109 Project Manage Fax 4503/570-4420 Seer ict b Design Fur PGE InWown Call:15031736.5450 Western Region mph.rtiA%*@Fr- GENERAL NOTES ELECTRICAL SYMBOLS L1 D PANELBOARD ,Q.29.10 LEGEND ES03 'j>t!I 208/120V, 3PH, 4W 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) Q� o FOLLOWS: SYMBOL DESCRIPTION HW SERVES: HOUSE ELECTRICAL LOADS 200A, M.L.O. �W LOCATION: ELECTRIC RM. 10,000 AIC CTS FURNISHED BY UTILITY, INSTALLED BY CONTRACTOR A. FIRE RATED WALLS: SEAL PER INCANDESCENT OR HID FIXTURE W PROVIDED BY EDC VENDOR, INSTALLED BY E.C. GROUND BUS CT'S LOCATED AT METERING SWITCHBOARD SPECIFICATIONS FOR FIRE STOPPING. �.O Q Z ��►� Sa METER BASE FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR B. EXTERIOR: REFER TO ARCHITECTURAL (WALL MOUNTED/CEILING MOUNTED) ZCD _ N SURFACE MOUNT METER FURNISHED BY UTILITY, INSTALLED BY UTILITY DOCUMENTS FOR SEALING REQUIREMENTS AT FLUORESCENT FIXTURE WQ wao METER LOCATION IN METERING SWITCHBOARD = rtj� s METERING SEQUENCE HOT SEQUENCING (CT'S ON LINE SIDE OF MAIN) ALL EXTERIOR MOUNTED DEVICES, FIXTURES, 'jW W�� DESCRIPTION WIRE BRKRPL A L RK WIRE DESCRIPTION ENCLOSURES, AND RACEWAY PENETRATIONS. EXIT FIXTURE 1 FIRE & ELEC LIGHTS 20 1 0.10 0.18 i 20 TEMP RECEPTACLE 2 2. WIRING DEVICES: DEVICE MOUNTING HEIGHTS / ® (WALL MOUNTED/CEILING MOUNTED) r ARE FROM FINISHED FLOOR TO CENTER OF 3 EXTERIOR LIGHTS 20 1 0.50 0.18 1 20 TEMP RECEPTACLE 4 `� EMERGENCY FIXTURE OUTLET BOX UNLESS NOTED OTHERWISE ON 5 FIRE ALARM 3 20 1 0.98 0.18 1 20 TEMP RECEPTACLE 6 PLANS. COORDINATE THE STANDARD MOUNTING 7 FIRE & ELEC RECEPTS 20 1 0.54 0.18 1 20 TEMP RECEPTACLE 8 HEIGHTS WITH MASONRY: $ SWITCH, SINGLE POLE 9 UH1 15 1 0.90 0.18 1 20 TEMP RECEPTACLE 10 A. SWITCHES +46" SM 11 UH2 15 1 0.90 0.18 1 20 TEMP RECEPTACLE 12 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 3. WIRING SHALL INCLUDE FINAL CONNECTION TO $M SWITCH, MANUAL MOTOR 17 TELPHONE RECEPT 20 1 0.36 1 20 SPARE 18 UTILITY COMPANY ALL EQUIPMENT IN CONFORMANCE WITH SPACE 20 EQUIPMENT SUPPLIER WIRING DIAGRAMS. RECEPTACLE DUPLEX RO 19 SPARE SPACE 22 SERVICE TRANSFORMER OUTSIDE WALL 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SGPNEFfSS� 21 SPARE REF CIVIL PLANS COMPLETE PANELBOARD IDENTIFICATION RECEPTACLE, SPECIAL �N Eq Oy 23 SPARE SPACE 24 EUSERC RATED SERVICE 25 SPACE SPACE 26 PRIMARY TERMINATIONS ENTRANCE SWITCHBOARD SCHEDULES. Q� 72336PE AS APPROVED BY UTILITY 5. BRANCH CIRCUIT CONDUCTORS SHALL BE (p RECEPTACLE, SIMPLEX 27 SPACE SPACE 28 REF CIVIL PLANS PROVIDED BY EDC VENDOR 29 SPACE SPACE 30 MINIMUM #12 AWG UNLESS NOTED OTHERWISE ti SPACE 32 TRANSFORMER PAD SES IN SCHEDULES. WHERE 20A BRANCH CIRCUITS JUNCTION BOX *PIRE& ON o0 31 SPACE HAVE #8 AND LARGER WIRE SPECIFIED, #10 2 SPACE 34 REF CIVIL PLANS SECONDARY TERMINATIONS AWG WIRE SHALL BE USED FOR THE FINAL (WALL MOUNTED/CEILING MOUNTED) �2 33 SPACE AT METERING SWBD BY UTILITY to)35 SPACE SPACE 36 CONNECTION (15-FT MAXIMUM). (]� NON-FUSED DISCONNECT37SPACE SPACE 38 6. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE 01 FUSED DISCONNECT 130I2013 39 SPACE SPACE 40 CONDUIT AND DERATE CURRENT CARRYING 41 SPACE I SPACE 42 SECONDARY TRENCH AND BACKFILL CONDUCTORS PER NEC. NEUTRAL wND CIRCUIT, CONCEALED IN WALLS OR TOTAL 3.68 4.26 2.60 KVA PROVIDED BY CONTRACTOR 7. PROVIDE HANDLE TIES ON ALL MULTIWIRErnY�+ ao CEILING, E INDICATES EXISTING PRIMARY SERVICE BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. WIRING PER NEC ARTICLE 220 31 36 22 AMPS REF CIVIL PLANS SECONDARY CONDUITS WITH PULL WIRE c PROVIDED BY CONTRACTOR 8. CONDUITS EXTENDING BEYOND EXTERIOR WALL: a CIRCUIT, CONCEALED IN SLAB FLOOR TOTAL LOAD 10.54 KVA 29 AMPS FEEDER LOAD 10.69 KVA 30 AMPS UTILITY COMPANY: PORTLAND GENERAL ELEC. STUB OUT 2'-0" BELOW GRADE TO 5'-0" 04-4 E INDICATES EXISTING WIRING CONTACT: RALPH REISBECK SECONDARY CONDUCTORS PROVIDED BEYOND EXTERIOR WALLS UNLESS NOTED CIRCUIT, EXPOSED, BY UTILITY OTHERWISE. COORDINATE LOCATION AND R E INDICATES EXISTING WIRING ADDRESS: 9480 SW BECKMAN RD PROVIDE CONNECTION TO SITE CONDUITS. CITY, STATE, ZIP: WILSONVILLE, OR 97070 9. SUPPORTS FROM STRUCTURE: NO ATTACHMENT H CONDUIT SLEEVE PHONE: 503-570-4409 COORDINATE ALL REQUIREMENTS OF ANY TYPE SHALL BE MADE TO BRIDGING OR FAX: 503-570-4420 WITH LOCAL ELECTRICAL UTILITY JOIST WEB MEMBERS. UTILIZE ONLY THE TOP (OR PRIMARY SERVICE PROVIDER AND BOTTOM CHORDS FOR SUPPORTING THE = FLUSH MOUNTED PANELBOARD UTILITY COORDINATIT WHERE APPLICABLE) PRIOR TO ELECTRICAL SYSTEM INSTALLATIONS. REF BID. PROVIDE ALL MATERIAL AND GENERAL ELECTRICAL CONNECTIONS TO SURFACE MOUNTED PANELBOARD LIGHTING FIXTURE SCHEDULE 3LABOR NECESSARY TO COMPLY STRUCTURE DETAIL. NTS 07.27.01 WITH LOCAL REQUIREMENTS. 10. ONLY FEEDER CIRCUITS NOTED ON THE ONE f--- ----- MANUFACTURED WIRING SYSTEM NOTE: ALL FIXTURES AND LAMPS ARE FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR 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 v NOTE: REFERENCE SPECIFICATIONS FOR VENDORS AND CATALOG NUMBERS NOT LISTED IN FIXTURE SCHEDULE. SHALL BE INSTALLED OVERHEAD. LOW VOLTAGE CABLE 11. WHERE GROUPED CONDUITS ARE INSTALLED Q BOX FOR OTHER LAMP (PHILIPS/GE) 01.27.12 WITHIN THE JOIST SPACE, COORDINATE WITH TYPE DESCRIPTION VOLTS WATTS ORDER NUMBER QTY MOUNTING SPRINKLER CONTRACTOR PRIOR TO /a MOTOR INSTALLATION IN ORDER TO MAINTAIN REQUIRED 2 4' STRIP 120/277 59 F32T8XLSPX5OECO 2 SURFACE CLEARANCES FROM SPRINKLERS PUSH BUTTON 12. SEISMIC ZONE REQUIREMENTS: PROVIDE N 18 EMERGENCY LIGHT 120/277 8 6V,20W SEALED HALOGEN 2 WALL EXPANSION COUPLINGS AND BRACING FOR 6 BUZZER It ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. SS SAIL SWITCH /I1 13. PROVIDE LIQUID-TIGHT FLEXIBLE METAL JUNCTION BOX z INCOMING CONDUIT AND WIRING FROM DISCONNECT SWITCH 2 SMOKE DETECTOR - PRIMARY OR JUNCTION BOX TO EQUIPMENT KNOCKOUT 0 Q UTILITY _ _ OR ELECTRICAL CONNECTION POINT. - TRANSFORMER-F 14. WHERE EQUIPMENT NAMEPLATE PROTECTIVE HORN / STROBE J DEVICE RATING DIFFERS FROM SIZE PROVIDED, D CHANGE OUT BRANCH CIRCUIT WIRING AND ® DOOR HOLD OPEN m OVERCURRENT DEVICE TO APPROPRIATE RATING i PER NEC. J 15. UPON COMPLETION OF ELECTRICAL INSTALLATION AND PRIOR TO ENERGIZING ABBREVIATIONS CIRCUA. INSPECT WIRE AND CABLE FOR PHYSICAL CF CEILING FAN LV w CONTRACTOR TO PROVIDE B. PERFORM CONTINUITY TEST. EF EXHAUST FAN 0 (5) 5" SCHED. 40 C. VERIFY PROPER PHASING CONNECTION TO ALL G GROUND d CONDUITS WITH PULL WIRE. THREE PHASE MOTOR LOADS. N GFI GROUND FAULT CIRCUIT INTERRUPTER O O RH RADIANT HEATER J w UH UNIT HEATER w w o AVAILABLE FAULT CURRENT VALUES WILL BE ADDED WHEN AVAILABLE FAULT CURRENT IS WH WATER HEATER p PROVIDED FROM THE UTILITY WP WEATHER PROOF COVERPLATE 0 ¢ U WR WEATHER RESISTANT RECEPTACLE FEASM (1) #3/0 BARE COPPER O REPRESENTS THE AVAILABLE FAULT CURRENT IN RMS S EXTERIOR AMPERES AT THE RESPECTIVE` WA" BASEDFONMINF IPANEL, OR NFORMATION RECEIVEPMENT D PANELBOARD NOTES ED FROM VERTICAL THE UTILITY BUILDING STEEL METERING SERVICE ENTRANCE SWITCHBOARD (SES) -65 KAIC RATED- (1) TERMINATE GROUND ON ISOLATED GROUND SWITCHBOARD NEUTRAL BUS 2000 AMP BUS - 120/208 VOLT, 3 PHASE, 4 WIRE X,XX (2) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK-OFF FOR MAINTENANCE). BUS PROVISIONS FOR FUTURE (3) INSTALL LOCKING DEVICE FURNISHED WITH WE BOND TO BUILDING MAIN BONDING JUMPER CONNECTION OF ADDITIONAL PANELBOARD (LOCK-ON FOR CRITICAL LOAD). 01.06.12 STEEL WITH EXOTHERMIC EQUIPMENT BONDING JUMPER M METERING SECTIONS (4) GFI BREAKER FOR PERSONNEL PROTECTION BWA NO. WELD SPACE FOR FUTURE EDC VENDOR TO PROVIDE EUSERC (5 mA). EQUIPMENT GROUND BUS METER, TVP MAIN RATED INTERIOR MULTIPLE METER (5) GFI BREAKER FOR EQUIPMENT PROTECTION DISCONNECT SERVICE ENTRANCE SWITCHBOARD WITH (30 mA). Guo FU FINISHED FLOOR SWITCH TOP ACCESS FOR TENANT FEEDERS (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR FINISHED AND TEST SWITCH PROVISIONS AS PER VOLTAGE DROP. SIZE EQUIPMENT GROUNDING GRADE )200A 1)600A PORTLAND GENERAL ELECTRIC CONDUCTOR PROPORTIONALLY PER NEC. SHEET mLE 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. , (9) FACTORY WIRED TO LOAD. SCHEDULES, #3/0 BARE COPPER CONDUCTOR FROM1 (10) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. DETAILS & GROUNDING ELECTRODE NEUTRAL BUS. EXTEND 20'-0" AT SECTION 3 SECTION 2 SECTION 1 (11) THRU CONTACTOR. GEN, NOTES SYSTEM INSTALLATION BOTTOM OF FOUNDATION WITH MINIMUM (X) DESIGNATES "SMART" BREAKER. SHALL BE IN STRICT OF 2" COVERAGE 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 sx¢r THWN COPPER CONDUCTOR. (4) #250kcmil AND #2 GND PANEL NOT APPROVED WITH THIS PERMIT GROUNDING ELECTRODE SYSTEM ALUMINUM EACH IN 2-,/2" C. "° ONE- LINE DIAGRAM ti NTS 04.26.02 EP0771 N.T.S. E n Y Q Q 2 A A Q A