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Plans (3) BUP2013 - 00169 S1FtUPROCTU 151%U RrVVED FFs D JUL 10 2013 18,525 CITYOFTIGARD OREGON BUILDING DIVISION o Fpr ,U , 9�RoN R. HP�� EXP: 6/30/15 L F;2 00 w - � � z 0o� opo �z U � u- W w _J ►_ z >aC1 U> > c; z Qcow 'O -� LLJ V .00 >- GENERAL NOTES: O 3 �-- Z O DESIGN STANDARD 2010 OREGON STRUCTURAL SPECIALTY CODE `� I CONCRETE REINFORCING STEEL: GENERAL 1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,UNLESS NOTED OTHERWISE. De oratgm8 a BMW trfQtorc�cles 1. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING t7J U of western Oregar_ AUTHORITY. 2. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI 315"DETAILS AND DETAILING -- CONCRETE REINFORCEMENT". 2. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. FIELD VERIFY DIMENSIONS AND ELEVATIONS SVv C",afC'CI3 r�l S' RELATIVE TO THE EXISTING STRUCTURE PRIOR TO FABRICATION OF MATERIALS. 3. REINFORCING STEEL SHALL HAVE THE FOLLOWING PROTECTIVE CLEARANCES: `e 61? Y GTAA Lab 10 - /' 3. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN,PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR a.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 0 CTA Lab CONDITIONS,SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. i. ALL REINFORCING SIZES: 3" b.CONCRETE EXPOSED TO EARTH AND WEATHER: 4. APPLY,PLACE,ERECT,OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. i. #5 BAR,W31 OR D31 WIRE AND SMALLER: 1 '/2" Ricoh USA 5. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND,LATERAL,AND SNOW FORCES UNTIL CONCRETE ACCESSORIES: THE PERMANENT FORCE-RESISTING SYSTEMS HAVE BEEN INSTALLED. 1. NON-SHRINK GROUT: STRUCTURAL STEEL a.NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE,CEMENT,WATER r REDUCING AND PLASTICIZING AGENTS. t 1. DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, b.NON-SHRINK GROUT SHALL BE CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,200 PSI IN 48 HOURS FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND 6,000 PSI IN 28 DAYS. BEST ADULT c.NON-SHRINK GROUT SHALL BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CARE H4f,AE � 740 2. STRUCTURAL STEEL SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE:ay RECOMMENDATIONS. �p a.HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500,GRADE"B" (Fy=46 KSI) 2. POST INSTALLED ANCHORAGE SHALL BE OF THE TYPE DESIGNATED ON THE DRAWINGS OR ENGINEER-APPROVED EQUAL. b.CHANNELS,PLATES,ANGLES: ASTM A36 ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND CURRENT ICC Sykart Indoor Vleste c.MISCELLANEOUS STEEL: ASTM A36 REPORTS: o facing Center f Psychologic 3. ALL EXPOSED STEEL TO WEATHER AND MOISTURE SHALL BE HOT-DIPPED GALVANIZED,STAINLESS,OR PROTECTED WITH A a.SIMPSON STRONG-TIE: f'e€forrnance CORROSION-INHIBITING PAINT. i. TITEN HD (ICC REPORT# ESR-2713) i Allstar Contracting • `. d,'�' Paychex IkE+� ■ S o 4. ALL WELDS PERFORMED SHALL CONFROM TO THE AWS STANDARDS FOR ARC AND GAS WELDING IN BUILDING SPECIAL INSPECTIONS r Towing 6 Knez x17 Coxf CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS NOTED OTHERWISE. g oo Q Q Westside 1. SPECIAL INSPECTIONS PER CHAPTER 17 OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE SHALL BE PERFORMED FOR THE Sleep Center ® 5. WELDS SHALL BE MADE USING E70XX ELECTRODES. FOLLOWING ITEMS: ek conn A �� a.STRUCTURAL STEEL 6. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS. b.WELDING c.POST-INSTALLED CONCRETE ANCHORS ? 7. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED,UNLESS AWS QUALIFICATION IS SUBMITTED TO THE Western Auto �� ARCHITECT/ENGINEER PRIOR TO FABRICATION. Pe rtiilans Mentors `9_ Lowe's Home 4. SITE LOCATION: �#W Improvement ' cS i 8001 SW HUNZIKER RD. � CAST IN-PLACE CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301. V 0 C'7 1— Q N 2. CONCRETE STRENGTHS SHALL BE AS FOLLOWS: W Q CN CC a.FOOTINGS&INTERIOR SLABS: f'c=3,000 PSI AT 28 DAYS. L 7— LU LL LL1 A pex 3. MAXIMUM SLUMP FOR CONCRETE SHALL BE 4"PLUS OR MINUS 1". ~ ,Orni t. dti$trie� ine Huttig Bldg - r , > >L O N V 4. NO WATER SHALL BE ADDED TO THE CONCRETE OTHER THAN THAT REQUIRED BY THE MIX DESIGN APPROVED BY THE v W z W Products £f ENGINEER OF RECORD. w 0 cz Charter CC = 0 Mechanical Madison Furniture ArtEStIC �, 5. SLEEVES,OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE � Q Manufacturing Inc Auto Body �' APPROVED BY THE ENGINEER OF RECORD PRIOR TO POURING. 0 QGo') ro Q ry z o rr<n Columbia Heclaiminc ^ W 0 V Commercial A, victoryCL) F— I..L.� Northivezt `� Properties Ministries F— Dernohion-Dsmntlrg /I ■ t�r?rt h;resl CI F'.CWARD VICINITY MAP Approved... .. I .w e Conditionally Approved..............[ J N.T.S. See Letter to:Follow.....„„......... C Atted................[ Permit Number: t AddrW. 21 BY. Date: W Approved plans 0 shall be on job site. LU OFFICE COPYo w U W L Z I— U UJ 0 V) JOB No. 13152 DRAWN CHECKED DLM DRH DATE 06.28. 13 REVISIONS N r2 SHEET 0 0 S1 OF 3 i CTU spa PROFF��, I 1 N FF r 18,525 1p OREGON + f EXP: 6/30/15 L � N 1 2 3 4 5 6oo .� L 0. 00' zC))' g IZ 223'-0 L d �- O !SO Lij v w LLAI J 1=� z tl� >c, z Q�' Ly ` v z (200 cc,:)) c>_1 ::3 o3 I Lp f 1 B S ELEV. S3 EA.SIDE OF OPENING, UP DOOR,BY OTHERS � f PER DETAIL 5/S3 1 I I I I f I I I 1 I I i I 4 1 - — I I I ; I i i x I I6 I I CUT A K LOW I i S3 EXIS . CANOPY j HIGH EXIST.CANOPY I I I CANOPY I I ( I EXTEND HIGH CANOPY I I I I I I I I I I — D z0 � cr) w o. w wz 1 �-- > Ne C7 I I NEW LOADING I ( ; r O N 0 I I RAMP I I I W ICL =:) w SO NEW 14'x 14' � ROLL UP DOOR I 2 I I I I (Q z cn cr_ r- In— I I I I Z © C I I I I 1 NEW l EXISTING t ( I I ( t LOADING ; LOADING RAMP i: I 2 S2 I I I I I I I Z I I I I °- I I ( _ — 01 TRASH I 3 i I 1 S3I Q I u 1 S3 II ° 0 1 N w W \ / w � � t � 10 `'...,._-.,,......------------------------------------ - JOB No.L==iJ r� 13152 DRAWN CHECKED 1 KEY PLAN 2 PROPOSED PLAN DLM DRH SL 13152-SHEETS.DWG SCALEM)f ' S2 13152-SHM-MOWG SCALE:Yd-1-0' i' �1-0 ,�_ � � DATE 06.20.1 3 REVISIONS d (4 SHEET a 04 S2 i OF 3 S�RUCTU p CONNECT TO EXIST.CANOPY EQ, EQ, W/Y�'FILLEI`WELD ALL AROUND, 6 11 11 18,525 TYPICAL 19. OREGON to, R. HPC 7 EQUAL EQUAL EXP: 6/30/15 ______ _� IT) Zs- _____ ��_ -—-—-—-—-— NNEW CANOPY NEW CANOPY CUT BACK EXIST.CANOPY cr,-,4 0 0 HIGH EXIST. STRUT STRUT &REATTACH PER DTL.6/S3 0, Cb NO 777 CANOPY CENTERED ON EXIST.PILASTER LJ 00, 7Z EXTEND HIGH CANOPY S3 Lj ia O!SO _ u M-z -dw - m cn Lj b �-' m 2 PLAN -4-1 0--bow V= 'qr Z 0, 0. 0 0- z -k cb L�j -3 C.: 0%0, z EXTEND EXISTING CANOPY iz Z;5. so LD c 0 c*4 ----- -- ----------------------- ------------------- ----------------------- ----- ' a- REROUTE EXISTING ROOF DRAIN CUT BACK EXIST.CANOPY &REATTACH PER DTL.6/S3 TO.D.PIPE #4 DOWELS W/4)6'EMBED USING CMU WALL BEYOND CENTERED ON EXIST.PILASTER RAILING,48 O/C SIMPSON'SEr ADHESIVE&3T LAP W/ (PER 7/53) RAMP REINF.@ 24"O/C #4 DOWELS @ 24"O/C (2)#4 IEXIST.BLDG.INTERIOR SLAB 2,f =7 ' =pl= -jIII iIT 1 #5 CONT. 6" 1 CONC.SLAB W/ W1 #4 @ 24'0/C EA.WAY 61MIN. 4 4 L (2) #4 Al TOP FULL BRICK REMOVE TO NEXT EXIFF. I I I NEW!Wx I* I IEXIST. COMPACTED ROLL UP DOORROLL UP DOOR ROLL UP DOOR GRAVEL FILL RAMP WALL BEYOND, PER DTL.2/S3 MAX. 8"CONC.WALL W/ #4 DOWELS W/4)i'EMBED #4 DOWELS W/4)V'EMBED (COMPACTED FILL NOT SHOWN) #4 HORIZ.@ I TO/C& USING SIMPSON'SET-XP' USING SIMPSON'SEr ADHESIVE #4 VERT.@ IT O/C ADHESIVE&3T LAP W/ &3T LAP W/RAMP REINF. CENTERED IN WALL RAMP REINF.0 24"O/C RAMP,PER PLAN (LOCATE AT TOP,BOTT.&MID-HEIGHT) 4 EXIST.CONC.SLAB #4 CONT. EXIST.CONC. TO WEEP HOLES @ 12'-0"O/C EXIST.BLDG.WALL SLAB 67 &FOOTING 4 10 #4 @ 24!'O/C ROOF DRAIN CONNECTION, BY PLUMBING CONTRACTOR (3) #4 CONT. 4 (SEPARATE PERMIT) MIN. #4 CONT. 6 -+ TCLR 4 -4* COMPACTED 8"HOOK,TYP. GRAVEL FILL (2)#4 CONT. 4, 3'CLR* #4 CONT 7-01 L (3)#4 DOWELS W/4)T EMBED USING H < 04 SIMPSON'SEr-Xf"ADHESIVE&32"LAP W/ Z ON PROPOSED ELEVATION r2 "\ RAMP WALL I/�3 RAMP SECTION FIG.REINF. wRAMP SECTION 2: 13152-SHEETS.DWG 0 * Lu cy- Z SCALE:Y4"=I'-U' S3 13152-SHEETS.DWG SCALE:YV=V-9' 13152-SHEM.DWG SCALE:Y4"=1'-U' 13152-SHEETS.DWG SCALE:Y�'=V-Y' LLJ o 144.......000 > sz 0 F'7—4 0 Cie Lu UJ CL w ::E 0 0 0 z Cie < < Z C) NEW MC 120 EA. Lu (D EQ. EQ. SIDE OF WALL EXTEND EXTERIOR CHANNEL TO PLACE(2)Y4'0 THRU-BOLTS DO NOT DRILL THROUGH AT C.L.OF PILASTER,EA.END EXIST.REINFORCING IN PILASTER,TYP. PL.YZx,TSQ. 0 0 0 0 0 0 WASHER,TYP. —< Intl I A EXIST.CMU DO NOT OVER WALL CUT CORNERS,TYP. NEW CHANNEL W/ z NOTE- Lu Y4"0 THRU BOLTS ZV SCH.40,TYP. I I.- CONTRACTOR TO VERIFY ALL DIMENSION EQ. z @ 16"O/C STAGGERED TO MATCH EXISTING CANOPIES PRIOR TO 0 FABRICATION, (2)#4 CONT. GROUT SOLID Lu A 18 GA.(MIN.)MTL.ROOFING TO MATCH EXISTING EXIST.CMU WALL I 3 4' v (CONTRACTOR TO PROVIDE E.O.R.PRODUCT DATA FOR REVIEW) C 6X8.2 W1 PLA x 6 x 1'-7' TYP. AVO M.B.'s sf6 I EQ. JOB No. EXIST. 31 13152 PILASTER 0 MT. 0 0 4' DRAWN CHECKED PILASTER 12 1== q 1) 0 o CMAX. TYP. Y 3 --- PL.%x 6 x 1'-9" 71 NOTE: D L M D R H L 6x6*4 x V-4' TO MATCH 0 0 GUARD RAIL TO BE PLACED EXTERIOR PL. Art WHERE HEIGHT OF RAMP DATE 0 0 EXCEEDS W'ABOVE 06 28. 13 IT PL.X,x I T SQ.EMBED PL. 0 8 EXTERIOR FINISHED GRADE. REVISIONS .......... CW.2 (8)Y4'0 TRU-BOLTS PLA x 4 x 1'-7 31 W/(4)Yj'O x 6"EMBED (DAMAGE THRD's N.W.S. L 4x4xI/4.TYP. TYP. ai EXPANDED WALL OPENING 6 CANOPY SECTION 7 GUARD RAIL SHEET 13152-SHEETS.DWG13152-SHEM.DWG N.T.S. 13152-SHEET&M SCALE:Y4tt=1'-9' SCALE:Y'=V-9' S3 OF 3