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Plans (4) BUP2019 -00347 RECEIVED DEC 2 3 2019 O CITY OF TIGARD BUILDING DIVISION 1885 C Bakery Cafe - TENANT IMPROVEMENT - 9753 SW Washington Square Road , Space D02 , Tigard , OR 97223 0 I$ 5 C Bakery Cafe PROJECT GENERAL NOTES PROJECT DATA VICINITY MAP PROJECT DIRECTORY DRAWING INDEX 9753 SW Washington Sq. Rd. 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE: ARCHITECT: smith cc Ilc ARCHITECTURAL Space D02 DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND TYPE IIA SPRINKLERED Hal'i/Nimbus WFSa 1725 WESTLAKE AVENUE N. PLUMBING, PROGRESS 3 SUITE 210 G-1.1 GENERAL INFORMATION Portland, OR 97223 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. OCCUPANCY GROUP: PRIMARY OCCUPANCY: A2-BAKERY Kull Center h v. i SEATTLE, WA 98109 G-1.8 SITE PLAN e� 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: ZONING: MUC Wetlands Park f ' Greenway " John's Incredible A. TO COLUMN CENTER LINE Q M: 206.713.4076 A-1.0 CONSTRUCTION PLAN Park Nordstrom Rack m Target Q Pizza Company B. TO FINISH FACE OF CMU OR GWB. APPLICABLE CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE OSSC O T: 206.838.5485 ( ) Cascade Plaza faRADLEY F: 206.464.0700 L-1.0 LANDSCAPE PLAN 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) � =*^•m•^ 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) = CORNER s, . a sy PROJECT MANAGER: Keith Smith L-2.0 LANDSCAPE PLAN CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) a E-Mail:ksmith@smithco.org L-3.0 IRRIGATION PLAN 1725 Westlake avenue n ARCHITECT OF UNEXPECTED CONDITIONS. 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) F 9585 Southwester 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, n twashing on square Road OWNER: 85°C Bakery Cafe -USA A-4.0 EXTERIOR ELEVATIONS suite 210 UNLESS NOTED OTHERWISE. CHAFER 11 IBC AND OTHER INTERNATIONAL (714) 459-9565 A-4.1 EXTERIOR ELEVATIONS Seattle, washington 98109 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD BUILDING CODE REQUIREMENTS FOR BARRIER- n m y Maus STRUCTURAL WRIGHT ENGINEERING 206.838.5485 p TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR FREE DESIGN INCLUDING ICC/ANSI A117.1 - 2009 CeOry B Mausoleumleum COLUMNS INDICATED. mems Park , svc^"sr ENGINEER: 1645 Village Center Circle,Suite 10 206.713.4076 0 m pp ° Las Vegas, NV 89134 STRUCTURAL 206.464.0700 f 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON �'°� swL°o.,,r _ D 702.933.7000 x1155 METAL STUDS OR FURRING CHANNELS UNLESS NOTED ,r S0.1 GENERAL SRUCTURAL NOTES OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR OCCUPANCY: A2-BAKERY @ g smithco.or y PROJECT MANAGER: Erik Anderson PE SE 50.2 GENERAL SRUCTURAL NOTES ksmith LOCATION OF WATER RESISTANT GWB. x pR'O CT E-Mail:: EAndersonowrighte.com S0.3 TYPICAL DETAILS http://WWW.Sn11thCO.org/ 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, rty Q S0.4 TYPICAL DETAILS WAREWASH AND WET AREAS. 5' JXATION Ba MEP JHP ENGINEERING AND DESIGN S1.1 FOUNDATION PLAN 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS Eng ere?o Consultant „r ENGINEER: SERVICES, INC., 52.1 ROOF FRAMING PLAN OFFICE COPY NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. °Iti sKsn.e,:^ ea, 3119 CENTRAL PKWY S3.1 FOUNDATION DETAILS 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. i �� DUBLIN 94568, CA OF TIGA1tD 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR SEPARATE SUBMITTALS 5 D 510-788-6029 S4.1 FRAMING DETAILS Com. APPLICABLE JURISDICTION. i _ ygSpp�s st.Jan S4.2 FRAMING DETAILS gEVIEVPED FOR CODE COMPLIANCE 13. PROVIDE ONE TYPE 5E-2A-106C FIRE EXTINGUISHER PER 3,000 -71 �s I�NLEn. N.�adSan PROJECT MANAGER: Jia Pan, P.E. "°^^°••_•^ J E-Mail::jhpengr.com Approved*. SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. SIGNAGE UNDER SEPARATE SUBMITTAL, QTCt I � ` 14. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6"AT NONRATED, SITE MAP permit#: t� o t �- 0 3 L4 - PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED AdJreset a t' J PARTITIONS. ('�_ �� 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND C �/ c s suite$�` .ice PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE SCOPE OF WORK State �, I sF',� / Date: JCPenney ,- {r_... BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO �+°s^=5F PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE BUILDING: _ _ roy Y?• Concrete err r+ i ac y ial AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE Bolts Installed sr Con r to THE WORK INCLUDES NEW LANDSCAPE AREAS, CONCRETE PATIO, CANOPY OVER FIRE STOP MATERIAL. = Consultant Registration Architect Registration .- .pr j 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR DOORS, NEW FINISHES Dlcics m •" , PROJECT ❑ Special Momon + iFtiltg Ccncrete Frame GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SPORTING - ❑ Reu;forcing Ster!6 1-restressing 5ieoi Tendons SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL ON SITE: GOOD 9 4 LOCATION PRIOR TO INSTALLATION. NONE Structural Weid;ng i � � �o�" s°.000 sr II =-' 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR - r _ High-Stren,r, �,aStin RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS - g t ` ° ❑ Structur Me n7 ��lE�II7CfrII L. �tYIDPIlIEII� LISTED, UNO. l ry 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. _ --=- ° B�� 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE I _ I la Remfor� '..; ° n ;•'rr,„rr4;d q 111111011 CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL LEGAL DESCRIPTION Ill it rllrri; ¢I �! , ; fs °II n! +;l 'I, r; 'i` ' r ; }" 1 f �` VALIDIT`t OF PERMIT - -°'��' °�� GOVERNING ORDINANCES AND LANDLORD CRITERIA. THE ISSUANCE OF A PEHtv11T q SEA`IC`ll`1LIS, USA CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. MACY'S I © n, r tE o e Ir 1 , BASED ON CONSTRUCT"ICN 20. SPRINKLER HEADS MOUNTED IN HARD GWB CEILINGS TO BE Taxot D# 151260000300 I t Is CJ PcW1hry frAli ,, {r ,gat , w (GWB) a°s°s sr y ' ;f 6 {, 1, ; t 7. T ®LL' FULLY RECESSED WITH WHITE CAPS, Property Account# R236587/R236596 I ' _ •;, •!i r = rlt I ; il 'I I' I I I " DOCUMENTS AND OTHFR l I rje ' C3 �''th DATA SHALL NOT PREV(NT 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER li THE CODE OFFICIAL FR RATING CRITERIA. - NORDSTROM I❑ •axa�rwYm4 PxV Y ,?l lty REQUIRING THE CORREC11Oti 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD 18r^roar © Wit, L;_" ,, gRpRS. OPcr CRITERIA AND LOCAL CODES AS REQUIRED. Ig ' E;'' IssWsW Revisions 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK J © crne; ''.-. El' ....__ No. Date Issues By Check IS TO BE SUBMITTED UNDER SEPARATE PERMITS. :. -a - 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND 1 02.14.19 PERMIT SET KLS CASEWORK. m SC LE. N.T.S. 2 05.20.19 IEC SET KLS 3 05.21.19 IFC SET REV KLS FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS 4 06. 9 OWNER REVISIONS KLS SEE OTHER DESIGN DISCIPLINES 5 06.26.26.19 IFC SET REVISIONS KLS SYMBOLSNORTH ARROW 6 07.08.19 IFC SET REVISIONS KLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL � � 7 10.17.19 MMD/PERMIT PATIO KLS DETAIL IDENTIFICATION ITEM S.1.0 ADJ ADJUSTABLE,ADJACENT ELEC. ELECTRICAL LAM, LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL DETAIL PROJECT NORTH MATERIALS A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T&B TOP AND BOTTOM CUT LINE - DEFINES THE ARROW �� REVISION CLOUD OR N.I.C. ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE3 DETAILED ELEMENT AND DELTA Q GYPSUM BOARD ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS TRUE NORTH APPROX. APPROXIMATE EXIST. EXISTING LT.W`r. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL A8.01 CONCRETE BD. BOARD EXP. EXPANSION MAS, MASONRY R RADIUS UTIL. UTILITY SHEET WHERE INDICATOR ITEM S.O.I.0 - B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE DRAWN DOOR MARK Jill 50'-O"A.F.F. WORK, CONTROL OR S.I.C. EARTH BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISEOR DATUM POINT BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE WALL SECTION DOOR CODE - GRAVEL BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL DETAIL IDENTIFICATION2580A REFER TO BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD SCHEDULE SLOPE DIRECTION ® CMU OR BRICK BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH CUT LINE - DEFINES THE SLOPE DOWN WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID DETAILED ELEMENTWINDOW, RELITE OR 1/8"PER FOOT BTNN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT 2 � - � PLYWOOD CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REGI D. REQUIRED WD. WOOD 1 LOUVER MARK RIGID INSULATION Project Name 85'C Bakery Cafe - USA A7.01 C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW SHEET WHERE DRAWN WINDOW C.1. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE NMS. WELDED HEAD STUD SPRINKLER MAIN C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF14 NUMBER - REFER ® BATT INSULATION Project Number 02016063.01 - - - - I C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT BUILDING SECTION TO SCHEDULE - - - - - - - - - ® WOOD MEMBER CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT DETAIL IDENTIFICATION Description COVER SHEET CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC EQUIPMENT MARK EXISTING CONSTRUCTION TO REMAIN CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN 6 f- PROPERTY LINE -SHOWN LIGHT BACKGROUND WOOD BLOCKING COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED A3.01 EQUIPMENT J( � FINISHED WOOD CONC. CONCRETE GNB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR SHEET WHERE DRAWN NUMBER - REFER Computer File G-1 .1 .DWG 24 CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED TO SCHEDULE ® ACOUSTICAL TILE CONSTR. CONSTRUCTION H.B. HOSE BIBS O.A. OVERALL BY CONTRACTOR EXTERIOR ELEVATION FENCE t CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUAREDETAIL IDENTIFICATION ROOM MARK X C X X ® STEEL Scale AS NOTED C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER 8 DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL ROOM ROOM NAME EXISTING CONSTRUCTION TO BE ALUMINUM DIM. DIMENSION H.P. HIGH POINT ORG OPENING STD. STANDARD A3.02 SHEET WHERE DRAWN100 BREAKLINE O�ROOM NUMBER REMOVED'- SHOWN DASHED DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL \ / = = E.LF.S. Template 4.3 �120101� D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL V SOUND INSULATION All ideas, designs, arrangements, and plans indicated or 1r D.S. DOWNSPOUT HVAC HEATING,VENTILATION,AND PERP. PERPENDICULAR SUSP. SUSPENDED INTERIOR ELEVATION 2 COLUMN GRIDS represented by this drawing are owned by and the property of I DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM WALL TYPE MARK EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP DETAIL IDENTIFICATION for u e n and were created, evolved, and developed E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST for use on and in connection with the specified project. None of E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY 5.03 6 WALL TYPE such ideas, designs, arrangements or plans shall be used X Q FE FIRE EXTINGUISHER b or disclosed to an person, firm, or corporation for an I FINISH SYSTEM JT./JTS. JOINT,JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SHEET WHERE DRAWN B X�-NOTE y y p p y CITY TIGARD purpose whatsoever without the written permission of smith co. Ilc. pprove yanning G4m date: 11-L�I1 Initials: S- CHILDREN'S PLAY AREA ME - $ 0 5 C Bakery Cafe 9753 SW Washington Sq. Rd. Space D02 Portland, OR 97223 1725 westlake avenue n suite 210 Seattle, washington 98109 ❑ 206.838.5485 p °O 206.713.4076 m 206.464.0700 f — ksmith@smithco.org http:/twww.smithco.org/ • ■ s Consultant "M mom SHEAR ZI a x $J 5 ySHEAR WALL SHEAR WALL t ' ■ Consultant Registration Architect Registration 11 r 0 0 1�D IISEII•Il'JEi L. SMrM t 5992 tWL SEATTLE,, W/A l0P0 Issues and Revisions QNo. Date Issues By Check 1 02.14.19 PERMIT SET KLS 2 05.20.19 IFC SET KLS — 3 05.21.19 IFC SET REV KLS 4 06.11.19 OWNER REVISIONS KLS 5 06.26.19 IFC SET REVISIONS KLS 6 07.08.19 IFC SET REVISIONS KLS ❑ 7 10.17.19 MMD/PERMIT PATIO KLS 0 Project Name 85'C Bakery Cafe — USA Project Number 02016063.01 Description SITE PLAN Computer File G-1 .8.DWG Scale AS NOTED ci Template 4.3 (120101) 1 SITE PLAN NORTH All ideas, designs, arrangements, and plans indicated or SCALE:N.T.S. represented by this drawing are owned by and the property of smith co. Ile and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ile. G- 1 . 8 ALL FINISHES SPECIFIED ARE FOR PERFORMANCE EQUAL MANUFACTURES MAY ROOM FINISH SCHEDULE - PROVIDED W/APPROVAL FROM ARCHITECT AND TENANT GENERAL NOTES G.C. NOTE S WALLS CEILING ROOM DESCRIPTION FLOOR BASE MATERIAL FINISH COLOR HT. MATERIAL FINISH COLOR 1. G.C. TO FIELD VERIFY EXISTING SITE CONDITION PRIOR TO BIDDING THE PROJE T. 1. CONSIDERATION WILL NOT BE GRANTED FOR ANY ALLEGED MISUNDERSTANDINGS OF THE Q Qi x Qa Qs 02 Qz © AMOUNT OF WORK TO BE PERFORMED. TENDER OF PROPOSAL SHALL CONVEY FULL 2. G.C. TO PATCH, REPAIR & REFURBISH THE EXISTING WALL, FLOOR & CEILING FINISH AT AGREEMENT TO THE ITEMS AND CONDITIONS INDICATED ON THE DRAWINGS. SHOULD THE THE m w o W CONTRACTOR FIND DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENT OR BE IN KITCHEN, WASHING & STORAGE AREA AS NEEDED OR OWNER'S INSTRUCTION. z m a N J DOUBT AS TO THE INTENT THEREOF, THE CONTRACTOR SHALL OBTAIN CLARIFICATION w g = o w w FROM THE ARCHITECT AND/OR THE OWNER'S REPRESENTATIVE PRIOR TO SUBMITTING HIS FIRE NOTES C $ o> ¢ W Ja = w 0 =n a ¢ �? c�i PROPOSAL FOR WORK. W "m (� K W rjj O LU �. Z W W W W w U Y N m h z L] W H W O W Z Z f`. y W f J y 3 i< x¢ o = w ¢ W K a a o w w U a a 2. T. G. C. SHALL FIELD VERIFY THE EXACT EXISTING SPACE CONDITIONS, DIMENSIONS AND 1. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPARTMENT FIELD W w W < W 9 W '+'v~i N U N N $w w '� w N -' `" $w a COLUMN SPACING PRIOR TO CONSTRUCTION AND INFORM ARCHITECT IMMEDIATELY IF ANY INSPECTOR. s p w m 3 3 a Z n Z w W �� W z a z z c0 z w w LU o u' - w > ¢ zo w v Nw v a �w �w > W "' WW N DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND SITE CONDITIONS. ANY CHANGES OR ILIW y > moo' N C m ur cQ p p w z a x d m w W U p ; Ja aw m m a W oo W za p - D 3 po v REWORK DUE TO UNREPORTED DIFFERENCES SHALL BE AT T. G. C.'S EXPENSE. 2. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE $ 'o < y CY _ j o Z a o W W o Z > W 3 3 a o g $ o o Z $ Z �p�r(�roy�P TO HAVE AT LEAST 1-HOUR FIRE SURROUND OR OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. > F- W W I+T C O y O z O W 'v N N X U `1leYJ1/F1 ( / " ROOM NAME y � y 3 a LL w N 3 LU 0z i m Zxv= w LLl M LL N a `-��z a EUI L CODE 5 8" TYPE 'X' GYP. BD. ON METAL STUD 3. EXIT LIGHTING AND SIGNS: MINIMUM 6" X 3/4 LETTERS ON CONTRASTING FRAMING FROM FLOOR TO DECK AND StAtED 71GHT. BACKGROUND. 101 BREAD DISPLAY AREA • • • • • • • • • 1. ALL EQUIPMENT SHALL MEET NATIONAL SANITATIONFOUNDATION DESIGN AND 102 SALES AREA • • • • • • • • • • • • INSTALLATION REQUIREMENTS OR IT'S EQUIVALENT. 4. ANY DECORATION USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN C Bakery Cafe 103 SERVICE AREA • • • • • • • • • • AN APPROVED MANNER. 8 (� 1oa WOMEN'S RESTROOM • • • • • • • • • 2. LIGHT FIXTURES IN FOOD PREPARATION, OPEN FOOD STORAGE AND UTENSIL WASHING 7 AREAS ARE TO BE PROTECTED AGAINST BREAKAGE THROUGH THE USE OF PLASTIC 5. THE INSTALLATION OR OPERATION OF SPECIAL FIRE EXTINGUISHER SYSTEM 105 MEN'S RESTROOM • • • • • • • • • SHIELDS, PLASTIC SLEEVES, SHATTERPROOF BULBS AND/OR OTHER APPROVED DEVICES. MUST BE CHECKED 108 KITCHEN AREA • • • • • • • • AND APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. 107 WALK-IN COOLER • • • • • • • 3. PROVIDE PERMANENTLY MOUNTED SINGLE SERVICE SOAP AND TOWEL DISPENSERS AT ALL 9753 SW Washington Sq. Rd. HAND WASH BASINS. 6. PROVIDE OUTSIDE GAS SHUT-OFF VALVE CONSPICUOUSLY MARKED. 108 WALK-IN FREEZER • • • • • • . Space D02 NOTE: QUARRY TILE FLOOR UNDER EQUIPMENT HAS TO BE SMOOTH. 4. SEAL ALL CRACKS AND CREVICES IN COUNTERS, CABINETS, AROUND METAL FLASHING, 7. DEFERRED SUBMITTAL: O QUARRY TILE BASE SHALL BE 8" W/ 3/8" COVE O CERAMIC TILE BASE SHALL BE 6- W/ 3/a' COVE O CLASS A PER ASTM E-64 SINK BACK SPLASHES AND AROUND PIPES AND CONDUITS WITH A NON-HARDENING 7.1. FIRE SPRINKLER DRAWINGS AND SPECIFICATIONS TO BE SUBMITTED BY A Portiand OR 97223 RADIUS BY DAL-TILE ( CLASS "A FIRE-RATED CEILING PANEL Oq PAINT FINISH IN THE RESTROOM, KITCHEN AND DRY FOOD SILICONE SEALANT. LICENSED SPIRE KLER COMPANY TO THE FIRE MARSHALL FOR REVIEWAND STORAGE APPROVAL, PRIOR TO SYSTEM INSTALLATION/ ALTERATION DOOR SCHEDULE 5. QUARRY TILE TO BE "DAL TILE". 7.2. FIRE ALARM PLANS AND SPECIFICATIONS TO BE SUBMITTED BY A LICENSED NO. DESCRIPTION MFG SIZE FRAME THK CORE TYPE FACE/EDGE HARDWARE REMARKS FIRE ALARM CONTRACTOR TO THE FIRE MARSHALL, FOR REVIEW AND SELF-CLOSING/BY GC 6. ALL WALL & DRYWALL CEILING ARE TO BE PAINTED W/ SAME PAINT AS INDICATED ON APPROVAL, PRIOR TO SYSTEM INSTALLATION/ ALTERATION 1 (N)MAIN EXIT DOUBLE-DOOR BY GC T-0-X8'-0'(PAIR) FRAMELESS 1/2' GLASS D3 PULLSINEW PANIC BY GC PIVOT HINGESBUTTGLAZED SYSTEM THE FINISH SCHEDULE. ® (N)SIDE DOOR CECOOREQUAL 4'-0'XT-0' H.METAL 13/4 SOLID D6 PUSH/PULL LEVER SELF-CLOSING/BY GC 1725 Westlake avenue n 1o'KICKPLATE;SEE THROUGH WINDOW; 7• ALL CABINETS SHALL BE LAMINATED INSIDE AND OUT. D3 (N)SERVICE DOOR ELIASON (2)T-0"XT-0' H.METAL 13/4 SOLID D7 SELF-CLOSING,NOLATCH/LEVER DOUBLE-SWING suite 210 D4 18-0868 FOLDING DOOR SOLAR 800-6 INNOVATIONS 23'-0"X11'-0' ALUM 13/4" ALUM D7 BYMANUR 800-6 8. CEILING IN FOOD PREPARATION/ RESTROOM TO BE SMOOTH, NON-ABSORBENT, DURABLE, Seattle, Washington 98109 lsdarinnovatlons.com DS (N)RESTROOM DOOR CECOOREQUAL T-0"XT-0" H.METAL IW4" SOLID D5 SPECIAL SURFACE(SEE SCHED.) SELF-CLOSING,LEVER TYPE 10*KICK PLATE LIGHT IN COLOR AND EASILY CLEANABLE. 206.838.5485 p DB (N)STORAGE DOOR CECO OR EQUAL T-6"X T-O'(PAIR) WOOD 1314" SOLID D7 SPECIAL SURFACE(SEE SCHED.) LEVER TYPE 9 al I na 206.713.4076 m D7 (N) PAnoDOUBLE-DOOR BY GC 3'-0'XT-0"(PAIR) ALUM 13/4' ALUM D2 PULLSNEW PANIC BY GC SELF-CLOSING/BY GC ARE BUILDING NOTE: 206.464.0700 f ALL GLAZING TO BE TEMPERED GLASS. ksmith@smithco.org hftp:/twww.smithco.org/ WALL SCHEDULE INSTALLED AND FURNISHED BY. G.C. UNLESS NOIED OTHERWISE PANIC HARDWARE Consultant NO. DESCRIPTION A W EXISTING WALL TO REMAIN 518EXISTING WALL ABOVE STOREFRONT ADD 5/8"GWB WHERE NOT PRESENTNEW STOREFRONT SYSTEM TO MATCH EXISTING,GLAZING TO BE FIXED W(TEMPERED GLASSI3 '2DGA.METAL STUD WALL W/%"TYPE W GYP.BOARD BOTH SIDES(WATER RESISTANT ON RESTROOM SIDE)3-5/8"2DGA.METAL STUD LOW WALL W/%'TYPE"X'GYP.BOARD ON BOTH SIDES(SEE ARCHITECTURAL DETAILS&ELEVATIONS) ELI\, 4.2DGA METAL STUD WALL W/% TYPE'X'GYP.BOARD BOTH SIDES(WATER RESISTANT ON RESTROOM SIDE) i 3.5/8"20GA.METAL STUD WALL FUR-OUT W/ s/e"TYPE-X"GYP.BOARD ON INTERIOR SIDE ONLY(WATER RESISTANT ON RESTROOM SIDE) D2 ❑ ❑ 2-5/8'20GA.METAL STUD WALL FUR-OUT W/ 5%"TYPE'X'GYP.BOARD ON INTERIOR SIDE ONLY(SEE ARCHITECTURAL DETAILS&ELEVATIONS) (NEW PATIO DOOR) 8 6X METAL STUD W/(3) s/e.TYPE'X"GYP.BOARD ON ONE SIDE,2HR RATED UL DES U408 Consultant Registration Architect Registration 01 I Ab�'S � W I 0 KEr1rH L. SMITH 4 I I 5892 WAOP ,� -� Issues and Revisions I I NOTE: I . I No. Date Issues By Check PANEL DIVIDERS 2 1 02.14.19 PERMIT SET KLS 2. INSIDE CORNER ATT WP3 P3 TC Lt�u 3. FLASHING AT TOP OF BASE + 2 05.20.19 IFC SET KLS 4. WP2 PIECE AT LENGTH OF \ I I 5. G.C. ALL OTHER STAINLESS STE I 3 05.21.19 IFC SET REV KLS NOTE: THE FOLLOWING I 4 06.11.19 OWNER REVISIONS KLS STAINLESS STEEL PROVIDED BY G.C.-INSTALLED BY G.C.: 1 5 06.26.19 IFC SET REVISIONS KLS 18 GA. STAINLESS 10 2 - _ a 6 07.08.19 IFC SET REVISIONS KLS STEEL GV CORNER GUARD I + A-4.o I o QIa cm 7 10.17.19 MMD/PERMIT PATIO KLS 18 GA/ STEEL STAINLESS I + 111 13 IU, LL GV CORNER GUARD/FRAME I �� - ALL AROUND \ IOf PERIMETER OF OPENING 1 O O / - FRAME TO BE I o W H� . � WELDED WITH MITERED ��-- CORNERS TO FORM I w a LJ SAJQfE l3MkCINLESS STEELWALL CAP III III + *ALL INTERIOR DIMENSIONS ARE I FINISHED TO FINISHED 02 -j- _ 3 •OTE,TO INSTALL MIN 3-1/2" I I 1 Project Name 85'C Bakery Cafe - USA NON-COMBUSTIBLE MINERAL I FIBERGLASS BATTSSOUND INSU1 ¢ I Project Number 02016063.01 AT ALL RESTROOMROOM AND PARTITIONS AND a CEILINGS. 1 W I o II Description FLOOR PLAN WALL LEGEND o 0- EXISTING WALL II j Computer File A-1.0.DWG -----j- SERVICE COUNTE < DIE WALL BY G.( I 1 Scale AS NOTED - WALK-IN BOX P, 1 W I _ _ 1 0- - - ®- NEW FULL HEIGH I Template 4.3 //120101 PARTITION BY G. p l I 3'-0" 1 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith Co. Ile and were created, evolved, and developed - - - �- - - - - - - - - - - - - - - - -- - - - - - - for use on and in connection with the specked project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or Corporation for any 01 purpose whatsoever without the written permission of smith co. Ilc. L-1.0 Q FLOOR PLAN SCALE:1/4"=V-0' NORTH A_ 10 PLANTING NOTES PROVIDE A 4" DEEP WATERING BASIN. WATER 2-2'X2'FIR STAKES,PRE-STAINED 1. The landscape contractor shall be responsible for tion of any themselves with IN THE TREE THEN REMOVE BROWN. DRIVEN INTO STABLE other site improvements prior to the start of construction of any landscape work. AFTER TREE IS WATERED UNDISTURBED SOIL. PARALLEL, 2. The landscape contractor shall use caution while excavating to avoid disturbing LEGEND IN THOUROUGHLY. EVEN TOPPED&UNSCARRED any utilities. If utilities are encountered the contractor shall promply advise the general contractor,utility company and anyone interested in the disruption. The PLANT PIT 2-HOSE AND 12 GUAGE WIRE TI landscape contractor,before ang digging has begun,shall call for a location of all • EXCAVATED TO NAIL WIRE TO STAKE TO utilities by a local location service. 1-1/2 TIMES THE STABILIZE ASPHALT PAVEMENT ROOTBALL DEPTH 3. The landscape contractor,or owner as mutually agreed upon,shall maintain and AND 2 TIMES THE WIDTH FINISH GRADE water all plant materials and grasses,until the project has been completed,a final inspection completed and the project accepted by the owner. TOPSOIL PER ROUGH GRADE PAVEMENT PER 4• The landscape contractor shall be responsible for computing specific quanitities SPECIFICATIONS of ground covers,plant materials,soil quantities and amounts of labor time ARCH. PLANS """" """ ........I...I.... required to complete the project. For ground covers,if used,use the on center spacing setforth within the plant materials legend. for soils and mulches use the —III—III—III ° ° I ( I I—III—I I depths indicated in these plan notes. Q 1=III=III—I I — — I I=III=III CONCRETE SIDEWALK 8 5 C Bakery Cafe -III—III . . I i 4"DIA PERFORATED DRAIN LINE, 5. Ground covers,if used,shall be planted in an equilateral triangular pattern at the PAVEMENT _ USE IF REQUIRED, RUN TO on center spacing indicated in the plant materials legend. If one gallon or larger DAYLIGHT shrubs are used in a mass planting they are to be considered as ground covers and the same spacing and planting requirements will apply. Where ground covers abut PULL BACK 112 OF BURLAP I I—� � � AGRIFORM FERTILIZER TABLETS CONCRETE CURB QUANTITY PER MANUFACTURE'S a curb,walk,sign pole,etc.the minimum planting distance shall be 12"from the 9753 SW Washington Sq. Rd. AND CUT WIRE BASKET SPECIFICATIONS item encountered. IF ATTACHED CONCRETE CURB AND GUTTER HAND COMPACTED BACKFILL MIX 8. The landscape contractor is responsible for providing and planting the quantity of Space D02 MOUNDED TO SUPPORT THE TREE ROOT plants that are represented by symbols on on the plan set drawing. BALL CROWN V ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE 7. All sub-grades shell beset by the general contractor to be one tenth finish grade EX. CONTOUR Portland, OR 97223 SPECIFIED BACKFILL MIX less the depth of the specified imported top soil. _ 8. A minimum of 4"of three way topsoil shall be placed in all new planted areas DECIDUOUS TREE PLANTING AND STAKING DETAIL soil shall be roto-tilled into the sub-grade a minimumots". 62 PROPOSED CONTOUR N.T.S. 9. A minimum of 2"depth of medium bark mulch shall be placed within all shrub 62 bed areas. SPOT ELEVATION • 10. All plant materials shall be fertilized with Agro transplant fertilizer 4-2-2 1725 Westlake avenue n 11. All plant materials shall conform to the current A.A.N.standards for nursery stock. suite 210 MULCH: USE SPECIFIED MULCH NOTE: EXISTING MULCH/TOPSOIL OKAY (latest edition).any plants that do not meet the standard shall be removed from FFE FINISHED FLOOR ELEVATION seattle, Washington 98109 AT SPECIFIED DEPTH. TO REUSE. the site at once and replaced with a proper specimen. TAPER DEPTH TO PLANT 12. Plant and stake all materials per the plan set details. TC TOP OF CURB 206.838.5485 p TRUNK. PROVIDE A 4" DEEP WATERING 13. Irrigation shall be installed to ensure proper plant growth. The system shall be 206.713.4076 m BASIN AROUND SHRUB.WATER designed to provide complete head to head coverage without overspray onto paved TP TOP OF PAVEMENT 206.464.0700 f TOPSOIL PER IN THE SHRUB THEN REMOVE BASIN areas. SPECIFICATIONS kSRllth@SnilthCO.ofg 14. The landscape contractor shall guarantee and warranty all materials and related htt //W W W.SfT11thC.0.Of / workmanship of installation for a period of one year and/or one complete growi ng TW FINISHED GRADE AT TOP OF WALL p' g FINISH GRADE ROUGH GRADE BW FINISHED GRADE AT BOTTOM OF WALL Consultant r-r- BACKFILL MIX ...................::::: ........ ...... ..::::. :::::...... PER SPECIFICATIONS PLANT PIT —III=I I I=I I I=I o ° I—III=III_!l �4"DIAPERFORATED DRAIN LINE, EXCAVATED TO _ I I—I I El I I' USE IF REQUIRED, RUN TO 2 TIMES THE _ ,', ,', I DAYLIGHT ROOTBALL DEPTH -I I I—I I I _ _ 11 AND 3 TIMES THE WIDTH —III-III_ II _ AGRIFORMFERTILIZERTABLETS PLANT MATERIALS LIST: QUANTITY PER MANUFACTURE'S SPECIFICATIONS PULL BACK 1/2 OF BURLAP AND CUT WIRE BASKET TREE PLANTING TABLE IF ATTACHED HAND COMPACTED BACKFILL MIX MOUNDED TO SUPPORT THE TREE ROOT QTY LABEL SYMBOL BOTANICAL NAME (COMMON NAME) SIZE (MINIMUM) REMARKS BALL CROWN V ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX STREET TREES (RING ROADS — MATCH EXISTING) Consultant Registration Architect Registration ONE GALLON AND LARGER MATERIALS QUPA QUERCUS PALUSTRIS (PIN OAK) 2.5 CAL. B&B SHRUB PLANTING DETAIL DECIDUOUS AND EVERGREEN N.T.S. PARKING LANDSCAPE , 'A�f � -°o 4g 33'-10' FRPE FRAXINUS PENNSYLVANICA 'PATMORE' (PATMORE GREEN ASH) 2.5 " CAL. B&B 0 jai j rH L. SM17H V4 1/2 EQUAL EQUALL. 6992 PARKING LOT LANDSCAPE DIAMOND 16 11 15 a I W N O - °l� ,�SEATTLE, WA PRSA PRUNUS SARGENTII 'COLUMNARIS' (COLUMNAR FLOWERING CHERRY) 2.5 CAL. B&B � 1®p 001 BUILDING FACADE LANDSCAPEG ACCT ( 1 ACER CIRCNIATUM (NNE MAPLE) 8'-10' B&B + + `.I Issues and Revisions �p No. Date Issues By Check ACPA ® AGER PALMA7UM 'SANGO KAKU' (CORAL BARK MAPLE) 6'-7' B&B I 1 02.14.19 PERMIT SET KLS 2 \I 1 1 1 'o, + + 2 05.20.19 IFC SET KLS SHRUB PLANTING TABLE3 05.21.19 IFC SET REV KLS + 4 06.11.19 OWNER REVISIONS KLS edge of planting area • QTY LABEL SYMBOL BOTANICAL NAME (COMMON NAME) SIZE (MINIMUM) FREMARKS 5 06.26.19 IFC SET REVISIONS KLS plant 6 07.08.19 IFC SET REVISIONS KLS BETH ® BERBERIS THUNBERGII 'ATROPURPUREA' (PURPLE LEAF BARBERRY) 5 GALLON CON. 7 10.17.19 MMD/PERMIT PATIO KLS TRIANGULAR SPACING DETAIL RHEX E) EXBURY AZALEAS 5 GALLON CON. N.T.S. PEJA ® PIERIS JAPONICA 'MT FIRE' (ML FIRE ANDROMEDA) - 5 GALLON CON. 0 NADO - (D - NANDINA DOMESTICA ' FIREPOWER' (HEAVENLY BAMBOO) 2 GALLON CON. c MULCH: USE SPECIFIED MULCH AT SPECIFIED — — — — — r� DEPTH.TAPER MULCH TO PLANT TRUNK RHTI GRHODODENDRON 'TIFFANY (TIFFANY PINK RHODODENDRON) 5 GALLON 18-21" B&B — — El 11 11 Cl II4�II II II Q - - r — — - - - — — NOTE: EXISTING MULCHITOPSOIL OKAY VIDA ® VIBURNUM DAVIDII (DAVID VIBURNUM) 5 GALLON CON. TO REUSE. I 13 11 LJ 11 13 Project Name 85'C Bakery Cafe — USA SPECIFIED TOPSOIL GROUND COVER PLANTING TABLE — — — — — — 11 QTY SYMBOL BOTANICAL NAME (COMMON NAME) SIZE (MINIMUM) REMARKS 4 Project Number 02016063.01 GROUND COVER x Description LANDSCAPE PLAN I� ROUGH GRADE ® COTONEASTER DAMMER! 'CORAL BEAUTY' (BEARBERRY COTONEASTER) 1 GALLON 30" 0/C \ Computer File L-1.0.1DWIS ENHANCEMENT OF EXISTING LANDSCAPE AREAS (f0 BE DETERMINED BY I ® LANDSCAPE ARCHITECT) L l . - .. ... : : . .. _ - �\ L Scale AS NOTED LANDSCAPE PLAN Template 4.3 (120101) 1" = 1/4"= 1'-0" All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed 4"POTS AND SMALLER for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used SHRUB AND GROUNDCOVER PLANTING by or disclosed t0 any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. N.T.S. L400 PLANTING NOTES PROVIDEA4WATERINGB DEEP LEGEND WATERING BASIN. WATER 2-2"X2"FIR STAKES,PRE-STAINED 1. The landscape contractor shall be responsible for familirizing themselves with IN THE TREE THEN REMOVE BROWN. DRIVEN INTO STABLE other site improvements prior to the start of construction of any landscape work. AFTER TREE IS WATERED UNDISTURBED SOIL. PARALLEL, IN THOUROUGHLY. EVEN TOPPED&UNSCARRED 2. The landscape contractor shall use caution while excavating to avoid disturbing any utilities. If utilities are encountered the contractor shall prompt'advise the ASPHALT PAVEMENT general contractor,utility company and anyone interested in the disruption. The PLANT PIT 2-HOSE AND 12 GUAGE WIRE TI landscape contractor, before ang digging has begun,shall call for a location of all ' C EXCAVATED TO NAIL WIRE TO STAKE TO utilities by a local location service. PAVEMENT PER . 1-1/2 TIMES THE STABILIZE ROOTBALL DEPTH ARCH. PLANS AND 2 TIMES THE WIDTHFINISH GRADE 3. The landscape contractor,or owner as mutually agreed upon,shall maintain and water all plant materials and grasses,until the project has been completed,a final TOPSOIL PER ROUGH GRADE inspection completed and the project accepted by the owner. D CONCRETE SIDEWALK SPECIFICATIONS 4. The landscape contractor shall be responsible for computing specific quantities PAVEMENT ..:... of ground covers,plant materials,soil quantities and amounts of labor time ......... ....... `��'��'�"`� ��"�� """""'�".'."' ' """""' required to complete the project. For ground covers,if used,use the on center CONCRETE CURB spacing setforth within the plant materials legend. for soils and mulches use the -) I I=III—III ° ° I I=III=I I=�I depths indicated in these plan notes. CONCRETE CURB AND GUTTER -I I=III=I I I 1= 1=1 117 0 -III III ',',' —I U E IF REQUIRED, R DRAIN LINE, 5. Ground covers,t used,shall be planted in an equilateral triangular pattern at the -- E2 EX. CONTOUR Bakery C o f e _ USE IF REQUIRED, RUN TO on centerspacing indicated in the plant materials legend. If one gallon or larger -III— — I— DAYLIGHT shrubs are used in a mass planting they are to be considered as ground covers and 62�— PROPOSED CONTOUR J —III I I—III AGRIFORM FERTILIZER TABLETS the same spacing and planting requirements will apply. Where ground covers abut PULL BACK 1/2 OF BURLAP 62 AND CUT WIRE BASKET QUANTITY PER MANUFACTURE'S a curb,walk,sign pole,etc.the minimum planting distance shall be 12"from the SPOT ELEVATION 9753 SW Washington Sq. Rd. IF ATTACHED SPECIFICATIONS tem encountered. HAND COMPACTED BACKFILL MIX 6. The landscape contractor is responsible for providing and planting the quantity of Space DOZ MOUNDED TO SUPPORT THE TREE ROOT plants that are represented by symbols on on the plan set drawing. FIFE FINISHED FLOOR ELEVATION BALL CROWN 1'ABOVE THE FINISH GRADE /. WHILE BEING BACKFILLED WITH THE 7. All sub-grades shall beset by the general contractor to be one tenth finish grade Portland,andOR 97223 SPECIFIED BACKFILL MIX TC TOP OF CURB less the depth of the specified imported top soil. DECIDUOUS TREE PLANTING AND STAKING DETAIL S. A minimum of 4"of three way topsoil shall be placed in all new planted areas TP TOP OF PAVEMENT soil shall be roto-tilled into the sub-grade a minimum of 6". N.T.S. 9. A minimum of 2"depth of medium bark mulch shall be placed within all shrub TW FINISHED GRADE AT TOP OF WALL • bed areas. a sito Is C 0 10. All plant materials shall be fertilized with Agro transplant fertilizer 4-2-2 BW FINISHED GRADE AT BOTTOM OF WALL 1725 Westlake avenue n 11. All plant materials shall conform to the current A.A.N.standards for nursery stock. suite 210 MULCH: USE SPECIFIED MULCH NOTE: EXISTING MULCH/TOPSOIL OKAY (latest edition).any plants that do not meet the standard shall be removed from Seattle, Washington 98109 AT SPECIFIED DEPTH. TO REUSE. the site at once and replaced with a proper specimen. TAPER DEPTH TO PLANT 12. plant and stake all materials per the plan set details. 206.838.5485 p TRUNK. PROVIDE A 4'DEEP WATERING 206.713.4076 m BASIN AROUND SHRUB.WATER 13. Irrigation shall be installed to ensure proper plant growth. The system shall be TOPSOIL PER designed to provide complete head to head coverage without overspray onto paved 206.464.0700 f SPECIFICATIONS IN THE SHRUB THEN REMOVE BASIN areas. 10" ROUND UTILITY BOX LANDSCAPE IRRIGATION BOX ksmith@smithco.org 14. The landscape contractor shall guarantee and warranty all materials and related VB-10RND VB-MAX htt //www.smithco.or / workmanship of installation for a period of one year and/or one complete growing p g FINISH GRADE ROUGH GRADE Consultant EXISTING UTILITY METER EXIS NG 6" CURB BACKFILL MIX i _ PER SPECIFICATIONS 40 OD .: ...... ......... ......::::. :.:.::.:. :::::::::::::: _— —_—_ —_—_ _ EXISTING UTILITY _ —_ I EXISTING METAL PLANT PIT —III=III=III=I ° ° I—III—III I �4"DIA.PERFORATED DRAIN LINE, BOLLARD REMOVE ACCESS COVERS EXCAVATED TO _ III—IIIII—III � � USE IF REQUIRED, RUN TO NEW URB 2 TIMES THE III—I�I_ ++++++' � / DAYLIGHT ROOTBALL DEPTH AND 3 TIMES THE WIDTH III-III _ I— _ AGRIFORM FERTILIZER TABLETS I—I I—III QUANTITY PER MANUFACTURE'S SPECIFICATIONS PULL BACK 1/2 OF BURLAP AND CUT WIRE BASKET IF ATTACHED HAND COMPACTED BACKFILL MIX I MOUNDED TO SUPPORT THE TREE ROOT 00 BALL CROWN V ABOVE THE FINISH GRADE -F WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX Consultant Registration Architect Registration ONE GALLON AND LARGER MATERIALS PLANT MATERIALS LIST: SHRUB PLANTING DETAIL N.T.S. TREE PLANTING TABLE 10, D �o� DECIDUOUS AND EVERGREEN - QTY LABEL SYMBOL BOTANICAL NAME (COMMON NAME) SIZE (MINIMUM) REMARKS r �� 1 1/2 EQUAL EQUAL 211 : 6 S I� 0 KErM S 1 i - MATCH EXISMW5992 i QUpq QUERCUS PALUSTRIS (PIN OAK) 2.5 " CAL, B&B iJL,,SEAT-TLE, WA 560.11 ( 1 ( 1 ( 1 ( ( 1 ( KING LOT LANDSCAPE 19 AND EXIS NG 6 CURB 0,ovop FRPE •- FRAXINUS PENNSYLVANICA 'PATMORE' (PATMORE GREEN ASH) 2.5 " CAL. B&B Issues and Revisions PPARKING LOT LANDSCAPE DIMOND TREES LANDSCAPE PLAN - MOTORCYCLE PARKING No. Date Issues By Check . PRSA PRUNUS SARGENTII 'COLUMNARIS' (COLUMNAR FLOWERING CHERRY) 2.5 " CAL. B&B 1 02.14.19 PERMIT SET KLS 2 05.20.19 IFC SET KLS BUILDING FACADE LANDSCAPE 3 05.21.19 IFC SET REV KLS 11 6t' T edge ofplanfingare a • Ace i ` 1 ACER CIRCNIATUM (VINE MAPLE) 8'-f0' B&B --- - - — ��iii 4 061119 OWNER REVISIONS KLS 5 06.26.19 IFC SET REVISIONS KLS plant ® EXISTNG 6" CURB _ 11" 6 07.08.19 IFC SET REVISIONS KLS ACPA ACER PALMATUM 'SANGO KAKU' (CORAL BARK MAPLE) 6'-7' B&B -- 4 7 10.17.19 MMD/PERMIT PATIO KLS TRIANGULAR SPACING DETAIL - N.T.S. SHRUB PLANTING TABLE -- .QTY LABEL SYMBOL BOTANICAL NAME (COMMON NAME) - SIZE.(M)NIMUM) REMARKS MULCH:USESPECIFIED MULCH AT SPECIFIED -- Ego+ DEPTH.TAPER MULCH TO PLANT TRUNK AREA. BETH ® BERBERIS THUNBERGII 'ATROPURPUREA' (PURPLE LEAF BARBERRY) 5 GALLON CON. ' NOTE: EXISTING MULCH/TOPSOIL OKAY RHEX EXBURY AZALEAS 5 GALLON CON. O To REUSE. I - — PEJA ® PIERIS JAPONICA 'MT FIRE' (MT FIRE ANDROMEDA) 5 GALLON CON. _ o Project Name 85'C Bakery Cafe USA SPECIFIED TOPSOIL NADO GNANDINA DOMESTICA ' FIREPOWER' (HEAVENLY BAMBOO) 2 GALLON CON. Project Number 02016063.01 ROUGH GRADE GROUND COVER _ Description LANDSCAPE PLAN RHP G RHODODENDRON 'TIFFANY' (TIFFANY PINK RHODODENDRON) 5 GALLON 18-21" B&B NDA ® LABURNUM DAVIDII (DAVID VIBURNUM) 5 GALLON CON. Computer File L-2.O.DWG . .... ... : . GROUND COVER PLANTING TABLE '. Scale AS NOTED QTY SYMBOL rte. BOTANICAL NAME (COMMON NAME) SIZE (MINIMUM) REMARKS .. .: .. / - Template 4.3 (120101) COTONEASTER DAMMERI 'CORAL BEAUTY' (BEARBERRY COTONEASTER) 1 GALLON 30" 0/C NEW 6" CURB All ideas, designs, arrangements, and plans Indicated or 1 1 — represented by this drawing are owned by and the property of 4"POTS AND SMALLER ENHANCEMENT OF EXISTING LANDSCAPE AREAS (t0 BE DETERMINED BY Smith CO. Ile and were created, evolved, and developed LANDSCAPE ARCHITECT) for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used SHRUB AND GROUNDCOVER PLANTING by or disclosed to any person, firm, or corporation for any N.T.S. purpose whatsoever without the written permission of smith co. Ile. LANDSCAPE PLAN - BUS STOP L =t260 1' = 1/4"= V-O" #4 X 1'-0" z J ROOFING NAIL TO MARK SLEEVE DOWELS O 36" ¢ FINISH GRADE O.C. (LAP W/ SLABa W Q W EXISTING OR NEW PAVEMENT REINFORCEMENT) :2i Q EMBED INTO EXISTING CONCRETE TRACKING TAPE 6" BELOW GRADE $ TRACKING TAPE 6" BELOW PAVEMENT 1 • EXISTING SLAB (6" SLAB —_ —_ MIN.) WITH SIMPSON =III=III — CLEAN, COMPACTED SUITABLE NATIVE BACKFILL CLEAN, COMPACTED SUITABLE NATIVE BACKFILL . SET EPDXY aO III I _ SAND OR APPROVED BEDDING MATERIAL (ESR-2508) N LATERAL PIPE �* SAND OR APPROVED BEDDING MATERIAL =III—III _ _ III—III I a ' MAINLINE PIPE =I I El - _—I =III=III I I I—I s. ______ O Bakery L r III —I —III— BUNDLE IRRIGATION WIRE UNDER MAINLINE AND -) III I (—III—III— Ba I�e1 Cafe " ALONG OPPOSITE SIDE FROM ANY SWING JOINTS SLEEVE g 5 C y IRRIGATION TRENCH IRRIGATION SLEEVE SCALE: NTS 2 SCALE: NTS 9753 SW Washington Sq. Rd. Space D02 Portland, OR 97223 NEW SLAB 3"MIN. #nith C 0 • 6" MAX. PAVEMENT OR CURB PLAN TOP OF SPRINKLER FLUSH WITH FINISH GRADE 1725 Westlake avenue n NEW SLAB #4 X 1'-0" ° suite 210 seattle, Washington 98109 DOWELS ® 36" III— IIIIII=III POP-UP SPRINKLER (LAP W/ SLABEXISTING CONCRETE O.C. _ 206.206.838.5485 713.40 m 876 SLAB REINFORCEMENT) EMBED INTO 206.464.0700 f EXISTING SLAB (6" I —III—IIIIII—III— ksmith@smithco.org MIN.) WITH SIMPSON CLASS 315 PVC PREFABRICATED SET EPDXY —III—III— III—III—III TRIPLE SWING JOINT http://www.smithco.org/ (ESR-2508) IIIIII—III III—I ' =IIIIII=I I —I SCH. 40 TEE �j\�` j�j\ Consultant LATERAL LINE \,��\j\,\ �,\,\ \,\j\j�� POP-UP SPRINKLER \��\ //\\� � �\\��\\\/\� 7 SCALE: NTS ° SAWCUT EXISTING CONCRETE INFILL TO MATCH EXISTING FINISH AND HT. IRRAGATION LINE CURB TO MATCH EXISTING NEW COMPACT FILL p` SECTION Consultant Registration Architect Registration 03 TYPICAL CONCRETE INFILL 211.6 S POINT OF CONNECTION III �� 03NOW 6�KE]Pll'1E%L. SMITH t4 NEW IRRIGATION LINE MATCH EXISTING P4 5992 IRRIGATION EQUIPMENT LEGENDSAWCUT EXISTING CONCRETE INFILL - 11011 Q. IRRIGATION NOTES SYMBOL DESCRIPTION/PRODUCT TO MATCH EXISTING FINISH AND HT. SIEATTLE WA 1. ALL PROPOSED PLANTING AREAS WILL BE WATERED WITH A COMPLETE IN-GROUND AUTOMATIC IRRIGATION "MULTI-STREAM ROTOR SPRINKLERS (RAINBIRD 1800 SAM NEW GATE VALVE OF 009 SYSTEM AS SHOWN. 2. IRRIGATION SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE OF THE SPRINKLERS AND THE MAXIMUM BODY WITH HUNTER MP ROTATOR NOZZLES)' TAP INTO EXISTING IRRIGATION SYSTEM FLOW DEMAND FOR STATIONS PROPOSED. THE IRRIGATION CONTRACTOR SHALL VERIFY POINT OF o MP1000-90 = 8'to 15' radius, adjustable from 900 to 210° CONNECTION AND WATER PRESSURE PRIOR TO CONSTRUCTION. 3. LOCATION OF POINT OF CONNECTION, MAINLINE AND SLEEVES AS SHOWN ARE SCHEMATIC. LOCATE d MP1000-210 = 8'to 15' radius, adjustable from 210°to 270° Issues and Revisions MAINLINE AND VALVES AS APPROPRIATE TO THE INSTRUCTIONS CONTAINED IN THE SPECIFICATIONS.AVOID • MP1000-360 = 8'to 15' radius, 360° EXISTING IRRIGATION LINE No. Date Issues By Check ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING, UTILITIES AND ARCHITECTURAL FEATURES. p MPCORNER= 8' to 15' radius, adjustable from 451 to 1050 1 02.14.19 PERMIT SET KLS 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING,THROUGH WALLS, a MPLCS515= Left corner strip, 5'x 15 ETC, UNLESS OTHERWISE NOTED. 2 05.20.19 IFC SET KLS 5. IN ADDITION TO THE PIPE SLEEVES SHOWN ON THE DRAWINGS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR s MPRCS515 = Right comer strip, 5'x 15' 3 05.21.19 IFC SET REV KLS THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. IR MPSS530 = Side strip, 5' x 30' COORDINATE WITH MALL ON4 06.11.19 OWNER REVISIONS KLS 6. SPRAY SPRINKLERS WILL BE USED IN SHRUB AND GROUNDCOVER PLANTING AREAS.SPRINKLERS WILL HAVE I CONTROLS AND WATER HEAD HEAD-TO-HEAD COVERAGE. 'NOTE:USE 4POPUP RISERS FOR LAWN, 6"POPUP RISERS FOR 5 06.26.19 IFC SET REVISIONS KLS 7. IRRIGATION CONTRACTOR TO ROUTE COMMON AND CONTROL WIRE FROM THE CONTROLLER TO CONTROL GROUNDCOVER/SHRUB BEDS. TYPE VALVES. CONNECT TO MAINLINE, EXCEPT AT SLEEVES. PROVIDE ONE SPARE WIRE FROM THE CONTROLLER TO -------- MAINLINE: SCH.40 PVC-2" 6 07.08.19 IFC SET REVISIONS KLS THE FARTHEST VALVE ON THE SITE AND AT THE ENDS OF THE MAINLINE RUNS. LATERAL LINE:CLASS 200 PVC- SIZE PER PIPE SIZING CHART -s' + O 7 10.17.19 MMD/PERMIT PATIO KLS 8. DO NOT WILLFULLY DESIGN AND INSTALL THE SPRINKLER SYSTEM WHERE IT IS OBVIOUS IN THE FIELD THAT SLEEVE SCH PVC 40-SIZE=2 x LINE SIZE,TMIN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE -------- - BEEN CONSIDERED IN THE ENGINEERING.SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE © CONTROLLER:RAINBIRD ESP-121_XM - NEW GATE VALVE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONSM❑ IRRIGATION METER,SEE CIVIL. TAP INTO EXISTING IRRIGATION NECESSARY. D4 GATE VALVE-NIBCO T-113 -- SYSTEM 9. PIPE SIZING SHALL AVOID VELOCITY IN EXCESS OF 5 FEET PER SECOND. POC H MASTER VALVE-SUPERIOR 3100 POINT OF CONNECTION 10. ANY DAMAGED CONCRETE OR OTHER PAVING SURFACE SHALL BE REPLACED TO MATCH EXISTING AS PART N DOUBLE CHECK BACKFLOW PREVENTER PER CIVIL 1 OF THE CONTRACT COST. 11. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT QUICK COUPLER Project Name 85'C Bakery Cafe — USA STANDARDS. SAWCUT EXISTING CONCRETE INFILL POINT OF CONNECTION IF REMOTE CONTROL VALVE-BUCKNERSUPERIOR 950 TO MATCH EXISTING FINISH AND HT. SIZE SHOWN ON DRAWINGS 127 SF � Project Number 02016063.01 PIPE SIZING CHART ASSEMBLY (P.O.C.) CURB TO MATCH EXISTING CONTROLLER STATION NUMBER Description IRRAGATION PLAN GALLONS/MIN. PIPE SIZE X i.5' CONTROL VALVE SIZE tIz- XX.X GPM FLOW IN GALLONS PER MINUTE 0-10 3/41NCH �h` �k, J<a7 30 PSI ZONE OPERATING PRESSURE Computer File L-3.1I 10- 16 1 INCHo� �� ALL VALVE BOXES AND LIDS TO BE BLACK. 16-26 1-1/41NCH �P g A ��C) 26-35 1-1/2 INCH ��oJ �� FK�� 5 QJ Scale AS NOTED 35-55 2INCH -0v— 2 Template 4.3 (120101) FLOW O All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. llc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used (n by or disclosed to any person, firm, or corporation for any IRRIGATION PLAN purpose whatsoever without the written permission of smith co. 11c. 1" = 1/4"= V-0" L �3! w 0 MATERIAL FINISH SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL# COLOR/SERIES REMARK EF-1 NOT USED – – – – EF-2 24 GA 18" WIDE BLACK STANDING SEAM ROOF GC – BLACK ABSOLUTE EF-3 EXISTING 8X16 CMU MALL – • C PT-1 PAINT SW SW 7069 IRON ORE EXTERIOR APPLICATION . 01 02 03 0 _ 85 C, Bakery Cafe 9753 SW Washington Sq. Rd. Space D02 Portland, OR 97223 easdc FW 1725 westlake avenue n T-91 I I I v 02 suite 210 A4.1 seattle, washington 98109 rWva uora 206.838.5485 p 12'WIDE HAME WAM-av„ 1 � 206.713.4076 m 10'-0' 206.464.0700 f R-i // ksmith@smithco.org ° http://www.smithco.org/ +12' AFF. Consultant I I I 1 1 1850T / rPRCMLW rWMACK VM>WW Consultant Registration Architect Registration EXTERIOR ELEVATION SCALE:3/16"=1'-0" L I IIEII'Il']E$L. SRr9•FII tA ' 15992 0 7 A � 0,0 Issues and Revisions No. Date Issues By Check 1 02.14.19 PERMIT SET KLS 2 05.20.19 IFC SET KLS 3 05.21.19 IFC SET REV KLS 4 06.11.19 OWNER REVISIONS KLS 5 06.26.19 IFC SET REVISIONS KLS 6 07.08.19 IFC SET REVISIONS KLS 7 10.17.19 MMD/PERMIT PATIO KLS A- .1 e.o.SWE1 3' 0• Project Name 85'C Bakery Cafe - USA Project Number 02016063.01 +a'-e•A— r� EE Description STOREFRONT ELEVATIONS m Computer File A4.0.DWG Scale AS NOTED FIMM FI" +#-T AFF. 10'-0• Template 4.3 (120101) P_1 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of INTERIOR ELEVATION such ideas, designs, arrangements or plans shall be used 4 by or disclosed to any person, firm, or corporation for any SCALE:3/16^=1'-0^ purpose whatsoever without the written permission of smith co. Ilc. A-4 . 0 SEALANT MATCH PAINT COLOR REGLET AND FLASHING - ATTACHED TO CLOSEST JOINT ALV. STEEL BEAM PER STRUCTURAL - PAINT 1 - 112" CORRUGATED DECKING - GALV. • C HOLD TIGHT TO FACE OF CMU, OVERLAP ON 3" ANGLE 1 " • I `� -- - ® ,I - - - - - - - - - _ _ - - - - - - - ® $ °C Bakery Cafe 5 ® i 1 9753 SW Washington Sq. Rd. ® O Space D02 Portland, OR 97223 3X3 ANGLE PER STRUCTURAL 10si th 00 • HOLD 4 CLEAR FROM INSIDE FLANGE 1725 westlake avenue In 4" suite 210 Seattle, washington 98109 206.838.5485 p SECTION AT CANOPY 206.713.4076 r 206.464.0700 SCALE:3^=1'-0" L ksmith@smithco.org http:/twww.smithco.org/ Consultant 01 02 03 Consultant Registration Architect Registration p D EXISTING ALUM. METAL PANELS p{��p` �y�K 11TH L. SMITH `A 5992 t5,SFA=E, WA — Issues and Revisions No. Date Issues By Check EIfISIING CMU WALL FINISH 1 02.14.19 PERMIT SET KLS 2 05.20.19 IFC SET KLS 023 05.21.19 IFC SET REV KLS A4.1 4 06.11.19 OWNER REVISIONS KLS 5 06.26.19 IFC SET REVISIONS KLS � PERMIT rrPERMIT UNDER au 6 07.08.19 IFC SET REVISIONS KLS 12' WIDE FLANGE BEAM - PAINT' 7 10.17.19 MMD/PERMIT PATIO KLS F1 AcK 10'-0' 8.0 +12'-0 85 0© o / Project Name 85'C Bakery Cafe — USA Project Number 02016063.01 jj Descdption STOREFRONT ELEVATIONS Computer File A4.1 .DWG Scale AS NOTED 3' PIPE COLUMN Template 4.3 (120101) PAW BUCK CONFIRM WITH TENANT All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of EXTERIORELEVATION such ideas, designs, arrangements or plans shall be used 1 by or disclosed to any person, firm, or corporation for any SCALE:ir4^=�'-o^ purpose whatsoever without the written permission of smith co. Ilc. A -4 . 1 GENERAL STRUCTURAL NOTES STANDARD ABBREVIATIONS A.B. ANCHOR BOLT ICC INTERNATIONAL CODE COUNCIL ACI AMERICAN CONCRETE INSTITUTE I.D. INSIDE DIAMETER A. GENERAL D. CONCRETE (CONT'D.) F. REINFORCING STEEL (CONTD.) A.CS. ALL COMMON SURFACES INFO. INFORMATION AISC AMERICAN INSTITUTE OF STEEL JT. JOINT 1. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE 82. CEMENT CONTENT SHALL BE REDUCED A MINIMUM OF 15 PERCENT UP TO A MAXIMUM OF 4. ALL DIMENSIONS SHOWNG THE LOCATION OF REINFORCING STEEL NOT NOTED AS CONSTRUCTION K KIP(1,000 LBS) AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY 25 PERCENT WHEN COMPARED TO AN EQUIVALENT CONCRETE MIX DESIGN WITHOUT FLY "CLEAR" OR "CLR" ARE TO CENTER OF STEEL. CLEAR COVER FOR NON-PRESTRESSED AISI AMERICAN IRON AND STEEL K.O. KNOCKOUT . REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY ASSUME ASH. FLY ASH CONTENT SHALL NOT COMPRISE MORE THAN 35 PERCENT OF THE TOTAL CONCRETE REINFORCING SHALL BE AS NOTED BELOW, U.N.O. ON PLANS OR DETAILS. INSTITUTE KP KING POST 0 THAT THE WORK DEPICTED WILL BE PERFOR'1ED BY AN EXPERIENCED CONTRACTOR CEMENTITIOUS CONTENT. THE WATER-GEMENT RATIO SHALL BE CALCULATED BASED ON CLEAR COVER FOR PRESTRESSED CONCRETE AND FOR PRECAST CONCRETE ALT. ALTERNATE KS KING STUD(S) . AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE THE TOTAL CEMENTITIOUS MATERIAL IN THE MIX. MANUFACTURED UNDER PLANT CONTROL CONDITIONS SHALL BE PER AGI 318, SECTIONS ANSI AMERICAN NATIONAL STANDARDS KSI KIPS PER SQUARE INCH STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD 1.12 AND 1.13, RESPECTIVELY. INSTITUTE LLH LONG LEG HORIZONTAL PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE)EXPLICITLY SHOWN 83, CLASS F FLY ASH SHALL BE USED IN SULFATE RESISTANT CONCRETE WITH f'c EQUAL TO AR ANCHOR ROD LLV LONG LEG VERTICAL ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD OR GREATER THAN 4000 PSI. CLASS C FLY ASH MAY BE USED ELSEWHERE. EXPOSURE CONDITION: COVER: ARCH'L. ARCHITECTURAL LSL LAMINATED STRAND LUMBER GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. ASTM AMERICAN SOCIETY FOR TESTING LVL LAMINATED VENEER LUMBER 9. WATER SOLUBLE CHLORIDE ION CONCENTRATIONS IN CONCRETE SHALL BE LIMITED PER CAST AGAINST AND PERMANENTLY 3" AND MATERIALS MFR MANUFACTURER 2. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE ACI 318, SECTION 43, EXPOSURE CLASS "CI". EXPOSED TO EARTH ATS ANCHOR TIE-DOILN SYSTEM MAX. MAXIMUM METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AWS AMERICAN WIELDING SOCIETY MECH. MECHANICAL CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, 10. TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH EXPOSED TO EARTH OR WEATHER 5F. BO,ANDARY FASTENERS MIN. MINIMUM SHORING, BRACING,FORM-WORK, ETC. AS REQUIRED FOR THE PROTECTION 9= LIFE AND ASTM C94. (INCLUDING SLABS ON GRADE) EFF. BELOW FINISH FLOOR MISG. MISCELLANEOUS C PROPERTY DURING CONSTRUCTION CONSTRUCTION MATERIALS SHALL BE UNIFORMLY NO. 5 AND SMALLER 1 1/2" BOT. BOTTOM N.TS. NOT TO SCALE 8 5 Bakery Cafe SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS 11. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER AGI 318. MECHANICALLY NO. 6 AND LARGER 2" BRC. BEARING OL. ON CENTER NOT EXCEEDED. VIBRATE ALL CONCRETE WHEN PLACED. SLABS ON GRADE NEED BE VIBRATED ONLY CANT, CANTILEVERED OD. OUTSIDE DIAMETER AROUND AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. REMOVE ALL DEBRIS FROM NOT EXPOSED TO WEATHER OR IN C.J. CONTROL JOINT OFF. OPPOSITE 3. DESIGN OF ITEMS NOT PART OF THE PRIMARY STRUCTURAL SYSTEM (SUCH AS STAIRS, FORMS BEFORE PLACING CONCRETE. CONCRETE SHALL NOT BE DROPPED THROUGH CONTACT WITH GROUND CJ.P. COMPLETE JOINT PENETRATION P POST RAILINGS,NON-STRUCTURAL WALLS)AND PREFABRICATED STRUCTURAL ITEMS (SUCH AS REINFORCING STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES. UNCONFINED STRUCTURAL SLABS, WALLS, JOISTS (i CENTER LINE PL. PLATE FLOOR, ROOF TRUSSES)SHALL BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. NO. 11 AND SMALLER 3/4" CLR CLEAR DIMENSION TO FACE O PLF POUNDS PER LINEAR FOOT 9753 SW Washington Sq Rd ON THESE DRAWINGS. REFER TO SUBMITTALS SECTION FOR ITEMS THAT MUST BE NO. 14 AND LARGER 1 1/2" REBAR PLYWD. PLYWOOD SUBMITTED FOR REVIEW AND FOR SUBMITTAL REQUIREMENTS. 12. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO COLD OR HOT BEAMS, COLUMNS (PRIMARY (REINFORCEMENT, 1 IR" COL. COLUMN PSF POUNDS PER SQUARE FOOT Space D02 WEATHER IN ACCORDANCE WITH ACI 305 AND 306. CONTRACTOR SHALL TAKE SPECIAL TIES, STIRRUPS, SPIRALS) CONT. CONTINUOUS PSI POUNDS PER SQUARE INCH 4 THE ARCHIL. DRAWINGS AND RESOLVE ANYTRACTOR SHALL VERIFY ALL DDISCR PANCIIESDWI WITH THE ARCS AND EHITECTIONS WITH PRIOR TO BRING PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS. 5. LAP SPLICES OF REINFORCING STEEL SHALL CONFORM TO TYPICAL REBAR LAP (RSI INSTITUTE REINFORCING STEEL RC6C PARALLELR � STRANDCOUNCIL ER Portland, OR 97223 START OF CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS 13. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCEMENT, DOWELS, BOLTS, SCHEDULE UND, NO TACK WELDING OF REINFORCING BARS ALLOWED. LATEST AGI DIA. DIAMETER STRUCTURAL CONNECTIONS AND INSERTS FOR ARCH-L.,MECH., PLUMBING AND ELECTRICAL WITH APPROPRIATE ANCHORS, SLEEVES, ETC, SHALL BE SECURELY POSITIONED IN THE FORMS. CODE AND DETAILING MANUAL APPLY. AT WALLS AND FOOTINGS, PROVIDE BENT DIAD, DIAGONAL REQ'D. REQUIRED TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CORNER BARS TO MATCH AND LAP WITH HORIZ. BARS AT ALL CORNERS AND DWS. DRAWING SIM. SIMILAR � � • 14. CONSTRUCTION JOINT SURFACES SHALL BE GLEANED AND LAITANGE REMOVED. NTERSECTIONS UNO. VERT. WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. EF. EACH FACE SLRS SEISMIC LOAD RESISTING SYSTEM 5. TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT HORIZONTAL JOINT SURFACES SHALL BE ROUGHENED TO 1/4" AMPLITUDE. THOROLIGHLY SPLICE TOP BARS AT CENTER LINE OF SPAN AND 50TTOM BARS AT THE SUPPORT IN ELECT. ELECTRICAL SPEC, SPECIFICATION A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION WET ALL JOINT SUR-FACES AND REMOVE STANDING WATER IMMEDIATELY PRIOR TO NEW SPANDRELS, BEAMS,GRADE BEAMS, ETC., UND. ON PLANS OR DETAILS. ELEV. ELEVATION STD. STANDARD 1725 Westlake avenue n SHALL CONFOR 1 TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE CONCRETE PLACEMENT. E.O.R. ENGINEER OF RECORD STK STACKED SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 6. MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICC APPROVAL AND SHALL BE EQ. EQUAL SW SHEAR WALL suite 210 15. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 318, SECTIONS 5.11.1 OR 5.112, CAPABLE OF DEVELOPING 125% OF THE SPLICED BAR'S YIELD STRENGTH. EP END POST T & B TOP AND BOTTOM Seattle, washington 98109 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL WHICHEVER IS APPLICABLE, UNLESS ALTERNATE METHODS NAVE BEEN APPROVED BY ES END STUD(S) T h G TONGUE AND GROOVE STRUCTURAL NOTES AND TYPICAL DETAILS. THE ARCHITECT AND ENGINEER WHERE CURING COMPOUNDS HAVE BEEN APPROVED 1. ALL REINFORCING SHALL BE BENT GOLD. BARS SHALL NOT BE UN-BENT AND RE-BENT, ESR EVALUATION SERVICE REPORT THRU THROUGH 206.838.5485 p FOR SLAB CURING, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD BENDING OF REEAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED. E.W. EACH WAY TO. TOP OF 206.713.4076 m 1. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS COMPATIBILITY OF COMPOUNDS WITH ANTICIPATED FLOOR FINISH (eg., RESILIENT TILE) FF. FINISH FLOOR TAD. TOP OF DECK 206.464.0700 f REFER TO THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS PRIOR TO CURING COMPOUND APPLICATION. 8. WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL BE MADE FLR FLOOR TDF. TOP OF FOOTING FOR DESIGN. REFERENCES NOT SPECIFICALLY ADOPTED BY SAID BUILDING CODE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. SEE WELDING SECTION OF G.S.N. FT. FOOT T.O.L. TOP OF LEDGER ksmith@smithco.org REFER TO THE LATEST EDITION. 16. GROUT BENEATH COLUMN BASES OR BEARING PLATES SHALL BE 5000 PSI (MIN.) FOR ADDITIONAL REQUIREMENTS. FTG. FOOTING T.OS. TOP OF STEEL http://www.smithco.org/ NON-SHRINK FLOWAELE GROUT OR DRYPACK INSTALL GROUT BENEATH BEARING GA. GAUGE T.OUW. TOP OF WALL 8. ALL INSPECTIONS RQUIRED BY THE BUILDING CODES, JURISDICTION, OR THESE PLANS PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL GROUT 9. REINFORCING BAR SPACINGS SHOWN ON PLANS ARE MAX. ON CENTER DIMENSIONS. GLB GLULAM BEAM TP TRIMMER POST SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING BENEATH BASE PLATES AFTER COLUMN WAS BEEN PLUMBED. FRAMING (NOT INCLUDING DOWEL ALL VERT. REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION GSN. GENERAL STRUCTURAL NOTES TS TRIMMER STUD(S) Consultant DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION. CONCRETE OVER STEEL DECK OR CONCRETE TOPPING AS OCCURS)MAY BE INSTALLED BEFORE PLACING CONCRETE. MIN. CLEAR SPACING BETWEEN PARALLEL G.T. GIRDER TRUSS TYP. TYPICAL ONE LEVEL ABOVE BASE PLATE PRIOR TO PLACING GROUT BENEATH BASE PLATES. REINFORCEMENT SHALL BE THE LARGER OF 1-1/2 TIMES NOMINAL BAR PIA. OR 1-1/3 HORIZ. HORIZONTAL UN.O. UNLESS NOTED OTHERWISE B. BASIS FOR DESIGN GROUT SHALL BE PLACED BENEATH BASE PLATES PRIOR TO INSTALLATION OF ANY TIMES MAX. AGGREGATE SIZE OR 1-1/2". CLEAR SPACING LIMITATION APPLIES ALSO TO HSS HOLLOW STRUCTURAL SECTION VERT. VERTICAL FRAMING TWO OR MORE LEVELS ABOVE BASE PLATE. GROUT DEPTH SHALL BE 1 1/2" CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS. IAMPO INTERNATIONAL ASSOCIATION W/ WITH I. BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE TYPICAL, OR SHALL BE SUFFICIENT TO ALLOW GROUT OR DRYPACK TO BE PLACED OF PLUM51NG AND MECHANICAL w/o WITHOUT 1645 Village Center Circle Suite 10 BENEATH PLATE WITHOUT VOIDS. G. COLD-FORMED STEEL OFFICIALS WT. WEIGHT Las Vegas, NV 89134 2. ROOF LOADS: DEAD LOAD: LIVE LOAD (REDUCIBLE): IBC INTERNATIONAL BUILDING CODE 702.933.7000 wrighte.com 15 PSF 20 PSF E. MASONRY I. ALL COLD-FORMED STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MFR'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF 3. WIND LOADS: 130 MPH BASIC WIND SPEED COMPONENT AND CLADDING I. ALL MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH 15C 2104 NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL EXPOSURE B WIND PRESSURE PER ASCEI-10 AND AGI 530.1. STRUCTURAL MEMBERS" BY AISI. FIPRESSURE COEFFICIENT MRIGHT COEFFICICI ENT CGGpU = 0.18 2. MASONRY COMPRESSIVE STRENGTH, f'm, SHALL BE 2000 PSI LAO. AND SHALL BE 2. STRUCTURAL DRAWINGS TYPICALLY SNOW ONLY THE PRIMARY STRUCTURAL FRAMING VERIFIED BY THE PRISM TEST METHOD OUTLINED IN IBC 2105222. AS A MINIMUM, 28 DAY ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES 4. SEISMIC LOADS: SITE CLASS D SYSTEM: LIGHT-FRAME (COLD-FORME ) COMPRESSIVE STRENGTHS OF INDIVIDUAL COMPONENTS (le., BLOCK,GROUT, AND INCLUDING TRACKS, WEB STIFFENERS, BLOCKING, LINTELS, CLIP ANGLES, e n g in e e r s SEISMIC DESIGN CATEGORY D STEEL)WALLS SHEATHED WITH WOOD MORTAR)SHALL BE AS NOTED BELOW. GRATER STRENGTHS SHALL BE USED AS REINFORCEMENTS, FASTENING DEVICES, BRACING, AND OTHER ACCESSORIES AS R = 6.5 STRUCTURAL PANELS RATED FOR REQUIRED FOR COMBINED SYSTEM TO ACHIEVE SPECIFIED VALUE OF f"m. MIN. BLOCK RECOMMENDED BY THE MFR TO PROVIDE A COMPLETE FRAMING SYSTEM. SS = 0.918 SHEAR RESITANCE STRENGTH SPECIFIED IS ON NET AREA. Consultant Registration Architect Registration SI = 0.425 ANALYSIS: EQUIVALENT 3. STEEL FOR 54, 68 AND 91 MILS THICK (16, 14 AND 12 GAGE) STUDS AND JOISTS SHALL SDS = 0.123 LATERAL FORCE PROCEDURE f'm: BLOCK: GROUT: MORTAR MORTAR TYPE: HAVE A MIN. YIELD STRENGTH OF 50 KSI. STEEL FOR ALL THINNER STUDS AND JOISTS, SDI = 0.446 BASE SHEAR V = CaW = 0.139 W 2000 PSI 2000 PSI 2000 PSI 800 PSI TYPE g ALL THICKNESSES OF TRACK ALL DIAGONAL TENSION STRAPS AND BRACES, AND BRIDGING SHALL HAVE A MIN. YIELD STRENGTH O 33 KSI. STEEL SHALL BE 5. SNOW LOADS: GROUND SNOW LOAD, Pg = 20 PSF GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. t1GINF `rif', FLAT-ROOF SNOW LOAD, Pf = 22 PSF 3. STRUCTURAL MASONRY SHALL BE HOLLOW,MEDIUM WEIGHT (115 PCF), LOAD-BEARING �� FQ �y SNOW EXPOSURE FACTOR, Ce = IA CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. BLOCK TEST DATA BY A 4. FASTENING OF COMPONENTS SHALL BE WITH SELF-TAPPING SCREWS OR WELDS. ALL 79721 PE THERMAL FACTOR Ct = ID CERTIFIED LABORATORY SHALL BE SUBMITTED FOR REVIEW. ALL BLOCKS SHALL BE WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC-RICH PAINT. ALL PLACED IN RUNNING BOND CONSTRUCTION U.N.O. WITH ALL VERTICAL CELLS IN WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH RUST INHIBITIVE PAINT. 6, RISK RISK CATEGORY III ALIGNMENT. %0�81EOGONC)CATEGORY: SEISMIC IMPORTANCE FACTOR = 125 5. SCREWIS SHALL BE SELF-TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL � 7SN011 IMPORTANCE FACTOR = 1.10 4. GROUT GROUT O FLOW INC TO ALL JOITO INNTS OF THE MASONRY WIREMENTS OF 15C 03.13. USE SUFFICIENT HOUT SEGREGATION.WATER FOR SCREWS.ONLYY SOLID ARGER DA WHERE THE REPLACEMENT S MWHICHARE REMOVED LL BE ADE INOPLACED BY A AN EX15TIING HOLEE.. REPLACE . W OF A C. FOUNDATION GROUT CELLS WITH REINFORCING UNLESS REQUIREMENT TO SOLID GROUT ENTIRE WALL IS ALL SCREWS WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER I. FOUNDATIONS DESIGNED PER RECOMMENDATIONS BY 2014 OREGON STRUCTURAL SPECIFICALLY NOTED ON PLANS OR SCHEDULE. HOLD GROUT DOWN 1-1/2" BELOW TOP THAN 5/8" oz. AND WITH A MIN.FREE EDGE DISTANCE OF 1/2". CLIP ANGLES OR FLAT SPECIAL SPECIALTY CODE (CODE MINIMUMS). SITE PREPARATION,GRADING, TESTS, OF BLOCK AT GROUT LIFT JOINTS. CLIPS USED FOR ATTACHMENTS SHALL BE 20 GAGE MIK, UND. SIZE CLIP ANGLES AND 06/25/2019 INSPECTIONS, OR FIELD OBSERVATIONS SHALL BE COMPLETED PRIOR TO FLAT CLIPS TO MAINTAIN MIN. SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. CONSTRICTION OF FOUNDATIONS. 5. MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF IBC 2103.9. SEE TABLE ABOVE ALL SCREW508 AND LARGER SHALL HAVE A MIN. HEAD SIZE OF 5/1611. FOR MORTAR TYPE. MORTAR THICKNESS SHALL NOT EXCEED 5/8 INCH. 2. ALLOWABLE DEAD PLUS LIVE LOAD SOIL PRESSURE = 1500 P5F. 6. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN COLD-FORMED Issues and Revisions 6. GROUT AND MORTAR MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY, STEEL FRAMING WORK ALL WELDING SHALL USE E60 SERIES ELECTRODES (MIK ROD No. Date Issues By Check 3. FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE FROM LOOSE DEBRIS, STANDING STAMPED BY AN APPROPRIATELY LICENSED SPECIALTY ENGINEER, AND APPROVED DIA. = 1/8")AND SHALL CONFORM WITH THE LATEST AMERICAN WELDING SOCIETY WATER OR UNCOMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. BY THE ENGINEER OF RECORD. MIX DESIGNS SHALL INCLUDE THE PROJECT NAME AND STANDARDS. 02.21.19 PERMIT SET EA 4. TRENCHES AND EXCAVATIONS UNDER OR ADJACENT TO FOUNDATIONSINDICATE THEIR USE WITHIN THE STRUCTURE.SHALL BE 1. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND 50770'1 1 06.25.19 OWNER CHANGES EA PROPERLY BACKFILLED AND COMPACTED. 1. LAP REINFORCING BARS PER TYPICAL REBAR LAP SCHEDULE (MASONRY)UND. TRACK UND, PROVIDE DOUBLE STUDS AT ALL JAMBS,CORNERS, INTERSECTIONS, AND BEAM 5EARING. D. CONCRETE 8. REINFORCING SHALL BE SECURED IN ITS PROPER POSITION WITHIN THE CELL TO PREVENT LATERAL DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS OR 8. WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE INSTALLED TO 1. ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318 OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 10'-0" oz.MAX. PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT 4'-0" MAX. INTERVALS. AND AGI 301, EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. WALLS 8'-0" AND SHORTER SHALL HAVE A SINGLE ROW OF BRIDGING AT MID-HEIGHT. 9. MECH., ELECT, AND PLUMBING PENETRATIONS THRU MASONRY SHALL COMPLY WITH THE ADDITIONALLY, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND WHERE NOTED ON 2. DUE TO MODERATE SULFATE CONTENT OF THE ON-SITE SOILS,MIN, 28 DAY FOLLOWING: THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE COMPRESSIVE STRENGTH, f'c, SHALL BE 4000 PSI AND MAX.WATER/CEMENT RATIO NOTED ON THE DRAWINGS. SHALL BE 050 FOR ALL CONCRETE IN CONTACT WITH SOIL. (FOUNDATION DESIGN 9.1. DO NOT CUT ANY REIhF. THAT MAY INTERFERE WITH PENETRATIONS. INSTALL ANY BASED ON 2500 PSI.) SLEEVES REQUIRED BY MECH., ELECT., OR PLUM5ING PRIOR TO GROUTING. S. STUDS, JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON DRAWINGS SHALL BE 6006131-54 MIN. TRACK SIZE WHERE NOT SPECIFICALLY NOTED SHALL BE 3. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY, STAMPED BY 92. PENETRATIONS SHALL NOT BE GORED OR CUT INTO MASONRY WITHOUT PRIOR WRITTEN 600T125-43 MIK AN APPROPRIATELY LICENSED SPECIALTY ENGINEER AND APPROVED BY THE APPROVAL OF ENGINEER THRJ THE ARCHITECT. ENGINEER OF RECORD. MIX DESIGNS SHALL INCLUDE THE PROJECT NAME AND 10. JOISTS, STUDS, TRACK, ETC. SHALL HAVE STEEL THICKNESS AND EFFECTIVE SECTION INDICATE THEIR USE WITHIN THE STRUCTURE. MIX DESIGNS SHALL BE PROPORTIONED TO 93. PENETRATIONS THRU LINTELS, PILASTERS, AND JAMBS ARE PERMITTED ONLY WHERE PROPERTIES AS LISTED IN THE STEEL STUD MFR'S ASSOCIATION PRODUCT TECHNICAL MINIMIZE SHRINKAGE AND HAVE PROVEN SHRINKAGE CHARACTERISTICS OF 0, 05% OR SPECIFICALLY DETAILED. GUIDE, ICC E51R-3064P,OR EQUIVALENT. LESS BASED ON TESTING PER ASTM GI51. 9.4. CONDUIT AND PIPING PARALLEL TO PLANE OF WALL SHALL NOT BE EMBEDDED IN H. STRUCTURAL STEEL SHEET INDEX 4. IF USED, EARLY STRENGTH CONCRETE SHALL BE PROPORTIONED TO DEVELOP THE 28 WALL UND. Project Name 85'C Bakery Cafe - USA DAY COMPRESSIVE STRENGTH AT THE AGE REQUIRED BY THE CONTRACTOR I. STRUCTURAL STEEL MEMBERS SHALL GONFORI TO THE FOLLOLING STANDARDS AND • INDICATES PREVKKISLY / CURRENTLY ISSN® SHEETS CONTRACTOR SHALL SUBMIT TEST DATA FOR REVIEW BY THE STRUCTURAL ENGINEER TO F. REINFORCING STEEL MATERIAL PROPERTIES UND: SUBSTANTIATE THE CONCRETE STRENGTH AT THE REQUIRED AGE. SHAPE: STANDARD PJ Project Number 190233 1. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH AGI 318 OWNER CHANGES - (JLANE 25, 2019) 1 5. ALL CONCRETE SHALL BE NORMAL WEIGHT OF 145 POUNDS PER CUBIC FOOT USING AND GRSI'S MANUAL OF STANDARD PRACTICE. PLANCHECK SUBMITTAL HARD ROCK AGGREGATES COFORMING TO ASTM C33 UN.O. THE AGGREGATE IN THE ROLLED WIDE FLANGE SECTIONS ASTM A9Description 92 50 KSI P GENERAL STRUCTURAL NOTES CONCRETE SHALL BE WELL GRADED. THE NOMINAL MAXIMUM SIZE OF THE COARSE 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A106 (A1% REQUIRED OTHER STANDARD STEEL SHAPES ASTM A36 36 KSI SHEET TILE AGGREGATE SHALL BE 1 1/2" FOR SLABS ON GRADE (1 1/2" MIX) AND 3/4" OR LESS FOR FOR ALL REINFORCING TO BE WELDED) AND SHALL BE GRADE 60 (fy = 60 KSI) AND ROLLED SECTIONS ALL OTHER CONCRETE, UND. DEFORMED BARS UND. REINFORCING IN SLABS ON GRADE MAY BE GRADE 40 Cf 40 BARS AND PLATES ASTM A36 36 KSI Computer File S01-190233-G.DWG y ' S0.1 GENERAL STRUCTURAL NOTES KSI)DEFORMED BARS FOR ALL BARS 04 AND SMALLER UND. ON PLANS OR DETAILS. AS A512,GRADE 50 (WERE NOTED) 50 KSI • • S0.2 GENERAL STRUCTURAL NOTES (CONT D.) 6. MAX. SLUMP SHALL I 5 INCHES (EXCEPTION: WHERE ITV, SLUMP LIMIT BERS, HAVE PIPES ASTM A53,GRADE B 35 KSI • • S03 TYPICAL DETALS Scale AS NOTED BEEN INCLUDED IN MIX DESIGN TO IMPROVE WORKABILITY, SLUMP LIMIT SHALL BE 3. RECTANGULAR PLATE DOWELS AND SMOOTH ROUND DOWELS USED AT CONTROL AND • • $0.4 TYPICAL DETAILS BASED ON ADMIXTURE MFRS RECOMMENDATIONS). MIX WATER SHALL BE CLEAN AND CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL CONFORMH,% (RCT) ASTM A500,GRADE G OR ASTM A1085 50 KSI (MIN.)ORM TO ASTM A36. REFER TO HSS (ROUND) ASTM A500,GRADE C OR ASTM A1085 46 KSI (MIN.) • • Sll FOUNDATION PLAN POTABLE. TYPICAL CONTROL JOINTS IN SLAB ON GRADE DETAIL FOR SIZE, PLACEMENT, SPACING, ETC. RECTANGULAR PLATE DOWELS SHALL BE BY PRA CONSTRUCTION TECHNOLOGIES 0 S2.1 ROOF FRAMING PLAN Template 4.3 (120101) 1. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED (800-542-0214) OR OTHER MFR APPROVED BY ENGINEER INSTALL ALL PLATE DOWEL • • S3.1 FOUNDATION DETAILS All ideas, designs, arrangements, and plans indicated or FOR CONCRETE IN CONTACT WITH EARTH. TYPE II CEMENT MAY BE USED ELSEWHERE. BASKET ASSEMBLIES PER MFR'S RECOMMENDATIONS. • S4.1 FRAMING DETAILS represented by this drawing are owned by and the property of GEMENT SHALL BE TYPE V WITH POZZOLAN WHERE CONCRETE IS IN CONTACT WITH SOIL • • S4.2 FRAMING DETAILS smith co. lie and were created, evolved, and developed CONTAINING VERY SEVERE SULFATE EXPOSURE. for use on and in connection with the specified project. None of 8. FLY ASH MAY BE USED IN CONCRETE, SUBJECT TO APPROVAL BY THE ARCHITECT, such ideas, designs, arrangements or plans shall be used PROVIDED THE FOLLOWING CONDITIONS ARE MET: by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ile. 8.1. FLY ASH SHALL COMPLY WITH ASTM 0618. S 0. 1 GENERAL STRUCTURAL NOTES (CONT/D.) H. STRUCTURAL STEEL (CONTU) K. STEEL DECK (CONTU L. SPECIAL INSPECTION (CONTU 2. ALL STRUCTURAL AND MISC.STEEL SHALL BE FABRICATED AND ERECTED IN 2. STEEL DECK TYPE,GAGE, ATTACHMENT TO SUPPORTING MEMBERS, AND SIDE SEAM 6.4. STEEL CONSTRUCTION AND WELDING PER IBG SECTION 11052 AND TABLE 110522. bb. MASONRY CONSTRUCTION PER IBC_ 1105.4., ACI 530 1.192 AND TABLE 1.192 - LEVEL B. ACCORDANCE WITH ASC 303 AND SHALL BE COMPLETED BY AN "APPROVED STEEL CONNECTIONS SHALL BE AS NOTED ON PLAN. FLOOR DECKS SHALL BE COMPOSITE STEEL CONSTRUCTION SPECIAL NSPECTIOPIS MASONRY CONSTRUCTION SPECIAL INSPECTIONS FABRICATOR" SHOP DRAWINGS AND ERECTION DRAWINGS SHALL INCLUDE ALL ITEMS DECK UN.O. DECK SHALL BE ERECTED IN ACCORDANCE WITH MFR'S TEE. C NS OF HCH-STRENGTH BOLTING VMASONKNI AND I�SPEC110N CONT1Nl1011S PHt10DIC W �r AS REQUIRED BY AISG 360, SECTION MI. RECOMMENDATIONS. INSPECTION TASKS PRIOR TO BOLTING CONTM1OLIS PSUODIC 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS - X • 3. SHEAR CONNECTORS (SUCH AS HEADED STEEL STUDS, STEEL BARS, OR STEEL LUGS), 3. DECK WITHOUT CONCRETE TOPPING SHALL BE CONTINUOUS OVER 2 OR MORE SPANS MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR X 2. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING REINFORCING BARS, DEFORMED ANCHORS,OR THREADED STUDS SHALL NOT BE UNO. BEARING LENGTH AT SUPPORTS SHALL BE 3" MIN. FOR DECK 3" DEEP OR MORE FASTENER MATERIALS SHALL BE VERIFIED TO ENSURE COMPLIANCE: ATTACHED TO THE TOP FLANGES OF BEAMS,JOISTS, OR BEAM ATTACHMENTS SO THAT AND 1" MIN.FOR ALL OTHER DECK END LAPS AT SUPPORTS SHALL BE 2" MIN. FASTENERS MARKED IN ACCORDANCE WITH ASTM - X A PROPORTIONS OF SITE-PREPARED MORTAR - X THEY PROJECT VERTICALLY FROM OR HORIZONTALLY ACROSS THE TOP FLANGE OF THE REQUIREMENTS B. CONSTRUCTION OF MORTAR JOINTS. - X MEMBER UNTIL AFTER THE METAL DECKING, OR OTHER WALKINCaN101'JCIMG SUBAGE, HAS 4. ALL DECK S (MINSHALL COMPLY WITH AWLS USE E10 SERIES X BEEN INSTALLED. ELECTRODES (MIN.. SP ROD DIA = 1/8"). ALL ARC SPOT (FUDDLE) (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE - X ANCHORAGES.PROPER FASTENERS SELECTED FOR THE JOINT DETAIL C. GRADE AND SIZE OF PRESTRESSING TENDONS AND WELDS SHALL HAVE AN EXCLUDED FROM SHEAR PLANE) D. PRESTRESSING TECHNIQUE - X EFFECTIVE FUSION AREA NOT LESS THAN I/2" IN DIA. OR 3/8" x P. ANY ARC SEAM PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL - X E. LOCATION OF REINFORCEMENT, CONNECTORS, 4. SEE CONCRETE SECTION OF G.S.N.FOR GROUTING REQUIREMENTS BENEATH COLUMN WIELDS SHALL HAVE A FUSION AREA NOT LESS THAN 3/8" x I I/2". WELDS IN AREAS - X BASES AND BEARING PLATES. EXPOSED TO WEATHER SHALL BE DE-SLAGGED, CLEANED, AND PAINTED WITH A ZING CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE PRESTRESSING TENDONS AND ANCHORAGES. O RICH PRIMER FAYING SURFACE CONDITION AND HOLE PREPARATION, IF - X 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED 8 Bakery Cafe SPECIFIED,MEET APPLICABLE REQUIREMENTS TO ENSURE COMPLIANCE: r L STRUCTURAL STEEL WELDING PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION A. GROUT SPACE 15 CLEAN. - X J1 5. STEEL DECK SUPPLIER SHALL PROVIDE ALL NECESSARY ACCESSORIES SUCH AS PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER - X B. GRADE TYPE, AND SIZE OF REINFORCEMENT AND I. ALL WELDING IR STRUCTURAL STEEL SHALL CONFORM TO AISG 360, SECTION OF J2 AND RIDGE AND VALLEY PLATES, KE THE COVER PLATES, MUD STOPS NOT SPECIFICALLY ASSEMBLIES AND METHODS USED ANCHOR BOLTS, AND PRESTRESSING TENDONS AND - X FOLLOW THE PREQUALIFIED JOINT SHALL INCLUDED THEREIN. WELDING OF JOINTS NOTED ON PLANS, ETC., TO MAKE THE JOB COMPLETE. PROPER STORAGE PROVIDED FOR BOLTS,NUTS, WASHERS ANCHORAGES THAT INCLUDE REINFORCING STEEL SHALL COFORM TO AWS D1.4. AND OTHER FASTENER COMPONENTS - X C. PLACEMENT OF REINFORCEMENT AND CONNECTORS 6. CONCENTRATED LOADS (Ls, CEILING AND SOFFIT FRAMING, MECH. EQUIPMENT, PLUMBING, AND PRESTRESSING TENDONS AND ANCHORAGES. - X 9753 SW Washington Sq Rd 1. WEEPING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND ETC.) SHALL NOT BE SUSPENDED FROM STEEL DECK IT IS ACCEPTABLE 7o SUPPORT INSPECTION TASKS DURING TO BOLTING CONTNUoIJS PI3tIODIC D PROPORTIONS O: SITE-PREPARED GROUT AND X Space D02 HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS. TYPICAL LAY-IN CEILINGS FROM THE STEEL DECK CONTRACTOR SHALL PROVIDE FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN PRESTRESSING GROUT FOR BONDED TENDONS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL ENGINEERED FRAMING SYSTEM TO DISTRIBUTE CONCENTRATED LOADS TO STEEL JOISTS ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED - X E. CONSTRUCTION OF MORTAR JOINTS. X COMPLETE-JOINT-PENETRATION (CJP) WELDS SHALL BE TESTED AND CERTIFIED BY AN 1 OR BEAMS. AS REQUIRED 4. VERIFY DURING GONSTRUGTION: Portland, OR 97223 INDEPENDENT TESTING LABORATORY. JOINT BROUGHT 70 THE SNUG-TIGHT CONDITION PRIOR TO THE X A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. - X F'RETENNONING OPERATION B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING 3. ALL WELDING SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.1, TABLE L. SPECIAL INSPECTK)N FASTENER COMPONENT NOT TURNED BY THE WRENCH _ X OTHER DETAILS OF ANCHORAGE OF MASONRY TO 3.1,WITH A MIN TENSILE STRENGTH OF 10 KSI LINO. WELDS BETWEEN REINFORCING BARS PREVENTED FROM ROTATING STRUCTURAL MEMBERS,FRAMES OR OTHER X • SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS DlA TABLE 5.1, WITH A 1. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE CONSTRUCTION. MIN. TENSILE STRENGTH OF 90 KSI UN.O. (MIN. TENSILE STRENGTHS FOR FILLER METALS IBC SECTION 110, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM - X C. WELDING OF REINFORCING BARS. X USED IN WELDS BETWEEN REINFORCING BARS AND STRUCTURAL STEEL MAY BE 10 KSI). SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORC LISTED THE MOST RIGID POINT TOWARD THE FREE EDGES D. PERF'ERATION, CONSTRUCTION, AND PROTECTION OF 1725 westlake avenue n ION IN THIS SECTION. INSPECTTASKS AFTER BOLTING CONTINUO(1S PERIODIC MASONRY DURING COLD WEATHER (TEMPERATURE X suite 210 4. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A UELDING PROCEDURE DOCUMENT ACCEPTANCE OR REJECTION OF BOLTEDX _ BELOW 40°F)OR HOT WEATHER(TEMPERATURE seattle, washin ton 98109 SPECIFICATION (WPS) AS REQUIRED M AWS DI.I. THE WPS VARIABLES SHALL BE WITHIN 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE CONNECTIONS washing ton PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER THE WFS COMPETENCE, TO THE SATISFACTION O- THE BUILDING OFFICIAL,FOR INSPECTION OF THE ABOVE � )' E. APPLICATION AND MEASUREMENT OF PRESTRESSING 206.838.5485 SHALL BE SUBMITTED TO THE OLtNER'S TESTING AGENCY FOR REVIEW PRIOR TO PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. X _ P FABRICATION AND ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE 65. FORCE. 206.713.4076 m F. PLACEMENT OF GROUT AND PRESTRESSING GROUT TO ALL WELDERS AND THE SPECIAL INSPECTOR 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR STEEL CONSTRUCTION SPECIAL INSPECTIONS X - 206.464.0700 f AT LEAST 24 HOURS NOTICE PRIOR TO PERFORMING ANY WOW REQUIRING SPECIALINSPEFOR BONDED TENDONS IS IN COMPLIANCE 5. WELD LENGTHS CALLED OUT ON PLANS OR DETAILS ARE MINIMUM NET EFFECTIVE INSPECTION WD.DPIG 5. PREPARATION ANY REQUIRED GROUT SPECIMENS, ksmith@smithco.org LENGTHS UN.O. INSPECTION TASKS PRIOR TO W6.DNG CON71P1lJOl1S PERK)DIC MORTAR SPECIMENS AND/OR PRISMS SHALL BE - X 4. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH WELDING PROCEDURE SPECIFICATIONS (WPSO AVAILABLE X - OBSERVED. http://www.smithco.org/ 6. ALL MISC.FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS,MISC. PLATES, THE APPROVED CONTRACT DRAWINGS AND SPECS. THE SPECIAL INSPECTOR SHALL MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMBALES X AVAILABLE ETC, SHALL BE PER AIS'_ 360, TABLE J2.4. FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, MATERIAL IDENTIFICATION (TYPE/GRADE) - X 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF Consultant AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE WELDER IDENTIFICATION SYSTEM - X PREFABRICATED ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1104. 1. WELDS SHALL BE SEQUENCED TO MINIMIZE RESIDUAL STRESS DUE TO WELD SHRINKAGE. IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) TO THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT JOINT PREPARATION M. SUBMrrTALS 1. STRUCTURAL STEEL BOLTS, ANCHORS, HEADED STUDS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE BEVEL) X 1. SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE 1645 Village Center Circle Suite 10 1. STRUCTURAL STEEL BOLTS, ANCHORS, ETC., SHALL COFORM TO THE FOLLOWING APPROVED PLANS AND SPEG'S AND THE APPLICABLE CODE PROVISIONS. CLEANLINESS (CONDITION OF STEEL SURFACES) STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION (AS Las Vegas, NV 89134 STANDARDS AND MATERIAL PROPERTIES UNO: TACKING (TACK WELD QUALITY AND LOCATION) APPLICABLE)UN.O. 702.933.7000 wrighte.com 5. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP BACKING TYPE AND FIT (IF APPLICABLE) COMPONENT: STANDARD: EJ° DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR CONFIGURATION AND FINISH OF ACCESS HOLES _ X HIGH STRENGTH GROUT/DRYPACK INSPECTION PURPOSES. FIT-UP OF FILLET WELDS REINFORCING STEEL BOLTS ASTM F3125,GRADE A325 --- DIMENSIONS (ALIGNMENT,GAPS AT ROOT) STEEL DECK OR GRADE A490 WHERE NOTED --- 6. TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS: CLEANLINESS (CONDITION OF STEEL SURFACES) - X STRUCTURAL STEEL RIGHT NUTS ASTM A563 --- TACKING (TACK WELD QUALITY AND LOCATION) WASHERS ASTM F436 6.1. EPDXY ANCHORS IN CONCRETE - INSPECTION OF EPDXY ANCHORS IN CONCRETE CHECKING WELD EQUIPMENT _ X 2. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING. ANCHOR RODS ASTM F1554,GRADE 36 36 KSI SHALL BE PERIODIC, U.N.O. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED , CONTRACTOR'S REVIEW SHALL CHECK FOR GOMPLETENESS/COMPLIANCE WITH e n g i n e e r s OR GRADE 55 WHERE NOTED 55 KSI THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY OR GRADE 105 WHERE NOTED 105 KSI PER50NNEL TRAINED (BY MANUFACTURER)TO INSTALL ADHESIVE ANCHORS AND THEY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, CONTRACT DOCUMENTS. (GRADE 55 RODS SHALL SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). AT IF USED, SHALL BE THE LOW-STRESS TYPE. THE TIME OF INSTALLATION, THE CONCRETE SHALL HAVE ACHIEVED A MINIMUM AGE OF NVECTION TASKS DURING VAaDNG CONTINl10l1S PERIODIC 3. SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH Consultant Registration Architect Registration COMPLY WITH WELDABILITY 9 g SUPPLEMENT SII 28 DAYS, BE DRY, AND BE BETWEEN 50 DEGREES F ANp 104 DEGREES F. THE HOLES USE OF QUALIFIED WELDERS _ X THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE SHALL BE DRILLED WITH A HAMMER DRILL TO THE DIMENSIONS LISTED IN THE MPII AND CONTROL AND HANDLING OF WELDING GONSUMBALES CONTRACTOR SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT WASHERS (AT ANCHOR RODS) ASTM A36 -- KSI SHALL BE GLEANED USING THE BLOW-BRUSH-BLOW TECHNIQUE REQUIRED IN THE MPII. PACKAGING _ X DRAWINGS OR SPECIFICATIONS. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM p OR ASTM F844 (USS STANDARD) WHERE ANCHORS ARE INSTALLED INTO LIGHTWEIGHT CONCRETE, IT IS ASSUMED THAT EXPOSURE CONTROL CONTRACT DRAWINGS AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP S (F844 WASHERS PERMITTED ONLY THE CONCRETE IS CLASSIFIED AS ALL-LIGHTUIEIGHT CONCRETE AS DEFINED IN ACI 318. DRAWING REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR �NGINFF S, FOR 3/4" DIA. RODS AT 1 1/16" MAX. NO WELDING OVER CRACKED TACK WIELDS - X k 9 O,y DIA. PUNCHED HOLES IN BASE PLATE ANY ADHESIVE ANCHORS INSTALLED HORIZONTALLY (EXCEPT FOR ANCHORS IN A ENVIRONMENTAL CONDITIONS ENGINEER'S REVIEW. 79 221PE r WHERE NO WIELD REQ'D BETWEEN SLAB-ON-GRADE)OR UPWARDLY INCLINED SHALL BE INSTALLED BY PERSONNEL WITH WIND SPEEDS WITHIN LIMITS - X WASHER AND BASE PLATE) THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT PRECIPITATION AND TEMPERATURE 4. PREFABRICATED COMPONENTS, SPECIALTY ITEMS, OR DESIGN-BUILD ELEMENTS NOTED AND SHALL BE INSTALLED WITH CONTINUOUS SPECIAL INSPECTION. IWPS FOEEOLED ON THE STRUCTURAL DRAWINGS, BUT WHICH REQUIRE THE MFR OR SUPPLIER TO PROVIDE THE DESIGN, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT OREGON 2. ALL BOLTS SHALL BE INSTALLED AS SNUG-TIGHTENED JOINTS WITH THREADS 62TRAVEL SPEED . EPDXY ANCHORS IN MASONRY - EPDXY ANCHORS IN MASONRY SHALL BE INSTALLED SETTINGS ON WELD EQUIPMENT AND/OR ENGINEER FOR REVIEW AS A DEFERRED SUBMITTAL. DEFERRED SUBMITTALS SO G<y t 0 2po� 5 EXCLUDED FROM SHEAR PLANE (TYPE "X" GOMNEGTION)UN.O. HIGH-STRENGTH BOLT WITH SPECIAL INSPECTION. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED SELECTED WELDING MATERIALS REQ'D. BY THE STRUCTURAL ENGINEER OF RECORD SHALL INCLUDE, BUT NOT BE ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE RCSC "SPECIFICATION FOR PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL ADHESIVE ANCHORS AND THEY SHIELDING GAS TYPE/FLOW RATE _ X LIMITED TO, THE FOLLOWING: STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" AND SHALL BE SNUG TIGHTENED SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). PREHEAT APPLIED USING ANY AISG APPROVED METHOD U.N.O. ALL BOLTS IN SLOTTED OR OVERSIZED INTERFA56 TEMPERATURE MAINTAINED (MIN./MAX.) CONCRETE MIX DESIGNS 06/25/2019 HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH HARDENED 63. SCREW ANCHORS AND EXPANSION ANCHORS IN CONCRETE OR MASONRY - SCREW PROPER POSITION (F, V, H, OH) CURTAINWALLS, STOREFRONT WALLS, CLADDING, AND VENEER WASHERS. ANCHORS IN CONCRETE OR MASONRY SHALL BE INSTALLED WITH SPECIAL INSPECTION. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED MASONRY GROUT AND MORTAR MIX DESIGNS ANCHORS IN CONCRETE MAY BE PERIODIC. INSTALLATIONS SHALL BE PERFORMED BY WELDING TECHNIQUES NON-BEARING METAL STUDS 3. ALL ANCHOR RODS AT STEEL COLUMN BASE PLATES SHALL BE RODS WITH THREADS QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER)TO INSTALL SGREW/EXPANSION INTERSIGNAGE EACH BOTH ENDS WITH HEAVY HEX NUT FULLY THREADED ONTO EMBEDDED END. TACK WELD ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION PASS AND FNA. CLEANING - X STAIRS, HANDRAILS,GUARDRAILS, AND THEIR COMPONENTS Issues and Revisions NUT TO ROD OR SPOIL THREADS TO PREVENT NUT FROM BACKING OFF. ANCHOR RODS INSTRUCTIONS (MPIU. EACH PASS WITHIN PROFILE LIMITATIONS SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT WRITTEN APPROVAL EACH PASS MEETS QUALITY REQUIREMENTS _ No. Date Issues By Check FROM THE ENGINEER OF RECORD. SINGLE FILLET LDS X GREATER THAN 5/16" X - 5. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND 02.21.19 PERMIT SET EA MULTI-PASSAS6 FILLET WELDS STAMPED BY AN APPROPRIATELY LICENSED ENGINEER(SPECIALTY ENGINEER) 4, HEADED STEEL STUDS AND AUTOMATIC WELDED DOWELS SHOWN ON PLANS OR DETAILS COMPLETE AND PARTIAL PENETRATION WELDS X _ SHOWING LOCATION AND MAGNITUDE OF LOADS, CONFIGURATION AND SIZE OF MEMBERS, 1 06.25.19 OWNER CHANGES EA SHALL BE BY NELSON STUD WELDING, INC., PER IGC ESR-2856 AND IGC ESR-2901, PLUG AND SLOT WELDS X SINGLE-PASS FILLET WELDS EQUAL TO OR LESS THAN 5/16 AND COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM. - X RESPECTIVELY. STUDS SHALL HAVE FLUXED ENDS AND BE AUTOMATICALLY FLOOR AND ROOF DECK WELDS - X END-WELDED WITH SUITABLE EQUIPMENT (NO FILLET WELDING OF STUDS PERMITTED NS TCTION TASKS AFTER yypNNG CONTIA)OtJS PEZpgC b. THE PURPOSE OF THE STRUCTURAL ENGINEER'S REVIEW OF DEFERRED SUBMITTALS UN.O.)AT SPACINGS INDICATED ON THE PLANS OR DETAILS. WELDING OF STUDS SHALL WELDS CLEANED _ X SHALL BE LIMITED TO DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE CONFORM TO THE REQUIREMENTS OF AWS DI.I AND AWS C5.4. HEADED STUDS AND SIZE, LENGTH AND LOCATION OF WELDS X _ BEEN PROPERLY SEALED, THAT THE LOAD CRITERIA IS IN GENERAL CONFORMANCE AUTOMATIC WELDED DOWELS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED WELDS MUST MEET VISUAL ACCEPTANCE CRITERIA WITH THE CONTRACT DOCUMENTS AND WITH THE REFERENCED BUILDING CODE, THAT PROVIDED THEY ARE OF EQUIVALENT CAPACITY FOR THE INTENDED APPLICATION AND CRACK PROHIBITION CONNECTIONS TO THE PRIMARY STRUCTURE ARE COMPATIBLE WITH THE PRIMARY HAVE CURRENT ICG APPROVAL. WELD/BASE-METAL FUSION DESIGN, AND THAT THE PRIMARY STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED CRATER GROSS SECTION LOADS. 5. WHERE A SPECIFIC EXPANSION ANCHOR, SCREW ANCHOR, OR EPDXY PRODUCT IS WELD PROFILES X - SPECIFIED ON PLANS OR DETAILS, ONLY THE SPECIFIED PRODUCT SHALL BE USED AND WELD SIZE 1. THE STRUCTURAL ENGINEER WILL RELY UPON THE SPECIALTY ENGINEER'S SEAL AS NO SUBSTITUTIONS ARE ALLOWED. WHERE AN EXPANSION ANCHOR, SCREW ANCHOR OR UNDERCUT CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH EPDXY PRODUCT IS SPECIFIED ON PLANS OR DETAILS BUT A SPECIFIC PRODUCT IS POROSITY THE CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND NOT STATED, ANY OF THE RESPECTIVE PRODUCTS LISTED BELOW ARE ACCEPTABLE. ARC STRIKES X _ STANDARDS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE THE USE OF PRODUCTS NOT INCLUDED BELOW IS NOT ALLOWED. ALL PRODUCTS SHALL k-AREA X ADEQUACY OF DESIGNS PROVIDED BY OTHERS. BE INSTALLED WITH SPECIAL INSPECTION. PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS X _ 8. FOR ALL SUBMITTALS, ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1)COPY (IF REQUIRED) 5.1. EXPANSION ANCHORS IN CONCRETE SHALL BE HILT[ KWIK BOLT TZ (ICC ESR-1911), BACKING REMOVED AND WIELD TABS REMOVED (IF REQUIRED) X _ SET ONLY AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED SIMPSON STRONG-BOLT 2 (IGG ESR-3031), OR DEWALT POWER-STUD+ SD2 (ICC REPAIR ACTIVITIES X _ UNMARKED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEER'S ESR-2502)UMO. EXPANSION ANCHORS IN MASONRY SHALL BE SIMPSON STRONG-BOLT DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT CORRECTIONS ON ADDITIONAL COPIES REQ'D. ONE COPY SET MAY BE RETAINED FOR Project Name 851C Bakery Cafe - USA 2 (IAPMO ER-0240), HILTI KWIK BOLT 3 (IGG E5R-1385)OR DEWALT POUTER-STUD+ SDI OR MEMBER X - THE ENGINEER'S RECORDS. ALLOW FIVE (5) TO TEN (10)WORKING DAYS FOR THE (IGC E5R-2966). EXPANSION ANCHORS SHALL BE INSTALLED WITH SPECIAL *= WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN ENGINEER'S REVIEW. INSPECTION. PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN Project Number 190233 3 N OF THE WELD. S. REFER TO APPLICABLE GSN. SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO 1 52, SCREW ANCHORS SHALL BE DEWALT SCREW-BOLT+ PER IGG ESR-4042 FOR MASONRY INDIVIDUAL SUBMITTALS. Description GENERAL STRUCTURAL NOTES AND ICC E51R-3889 FOR CONCRETE, 51MR50N TITEN HD PER ICG ESR-1056 FOR MASONRY AND IGG ESR-2113 FOR CONCRETE, HILTI KWIK HUS-EZ PER ICC ESR-3056 (CONTT.) FOR MASONRY AND ICC ESR-3021 FOR CONCRETE. SCREW ANCHORS SHALL BE INSTALLED WITH SPECIAL INSPECTION Computer File SO2-190233-G,dwg 53, EPDXY ANCHORS IN CONCRETE (ALL-THREAD, REBAR, ETC.( SHALL USE HILTI HIT-RE SCele AS NOTED 500 V3 (ICG ESR-3814), SIMPSON SET-3G (ICC E5R-4051), OR DEWALT PURE110+ (ICC E5R-3298) UNO, ALL EPDXY ANCHORS IN MASONRY (ALL-THREAD, REBAR, ETC) SHALL USE SIMPSON SET-XP (IAPMO ER-0265), HILTI HIT-HY 210 (ICG ESR-4143) OR DEWALT ACI00+GOLD (ICG ESR-3200)UN.O. EPDXY ANCHORS SHALL BE INSTALLED Template 20'C1 WITH SPECIAL INSPECTION. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of K. STEEL DECK smith co. Ilc and were created, evolved, and developed 1. STEEL DECK SHALL BE MANUFACTURED BY EITHER VERCO MANUFACTURING, GO., PER for use on and in connection with the specified project. None of IAPMO ER-0211 OR ASC STEEL DECK PER IAPMO ER-0329 OR ER-0161. STEEL DECK such ideas, designs, arrangements or plans shall be used BY OTHER MANUFACTURERS MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL OF by or disclosed to any person, firm, or corporation for any THE ENGINEER THROUGH THE ARCHITECT. DECK STEEL SHALL BE GALVANIZED IF FIRE c3 purpose whatsoever without the written permission of smith co. llc. PROOFING IS TO BE APPLIED OR IF DECK WILL BE EXPOSED TO WEATHER OTHERWISE, m DECK STEEL MAY BE EITHER GALVANIZED OR PRIME PAINTED. N S002 N A. ALL TABULATED VALUES ARE IN ( BAR SPACING IS MEASURED AS ® CLEARANCE EQUAL TO SLEEVE (D PIPE/CONDUIT UNITS OF INCHES UN.O. CENTER TO CENTER BAR SPACING. DIA (6" MIN.) NOTIFY ENGINEER WHERE BAR 0 SLEEVE. SIZE TO PROVIDE 1/2" + B. CONCRETE STRENGTHS SHOWN ARE SPACING IS LESS THAN MIN (1) NO TRENCH EXCAVATION ALLOWED MIN. CLEARANCE AROUND UTILITY FOR DESIGN PURPOSES ONLY. SEE SPACING NOTED IN SCHEDULE BELOW THIS LINE PIPE/CONDUIT r 0 GSN.FOR ACTUAL CONCRETE SPECIFICATIONS 02 TOP BARS ARE HORIZONTAL BARS © LINE OF SLAB BEYOND 03 LEAN CONCRETE FILL. MATCH SO PLACED THAT 12 INCHES OR WIDTH OF FOOTING HOOK LENGTH MORE OF FRESH CONCRETE IS CAST IN MEMBER BELOW SPLICE . 03 MECHANICAL SPLICE COUPLER CONCRETE MASONRY PER GSN. REQUIRED • (f'c 2500 PSI w/ 1 1/2" MIN. GLR) 6 BAR O USE EDGE BAR LAP LENGTHS FOR 1 2 SQE SPACING TOP O OTFER STANDARD EDGE® CENTER BARS BARS NOT MEETING CENTER BAR O O BARS BARS HOOK LENGTH BARS CRITERIA AND WHERE CLR DOVER — — — — _ 8" 'MU b" CMU TO END OF WALL IS LESS THAN - — — 03 2 IS 14 41/2 3 12 12 CLR COVER TO FACE OF WALL — — 18" MIN I G1 04 21/2 24 19 6 22 13 18 � CENTER BARS ARE BARS PLACED AT PLACID AT MOF CMU. BARS C Bakery C a f e 5 3 1/4 30 23 1 1/2 35 20 28 I _ NOT PLACED AT MID-THIGWESS — '6 33/4 31 28 9 54 38 53 BUT HAVING CLR COVER TO EACH 1 K—III-�II v 01 4 60 46 101/2 � 3Q _ FACE OF MASONRY WALL A O — O 85 08 4 16 59 12 ( 03 - USE CENTER BAR LEAST 5 x BAR ILAP L LENGTHS 1 2 1 � I � ®TYP. "9 41/4 94 12 13 1/2 ( - © STANDARD HOOK LENGTH REFER 3 1 1/2 3 9753 SW Washington Sq Rd TO STANDARD REBAR BEND SECTION ELEVATION DETAIL FOR MORE INFORMATION Space D02 03 TYPICAL REBAR LAP SCHEDULE 01 PPE/CONDUIT AT TURNED DOWN SLAB EDGE Portland, OR 97223 SCH02-05C I10922MpR NO SCALE Fol-018 080513 NO SCALE 01 MINIMUM F BEND DIA FOR PRESENT, SPACING OF DOWELED BETWEEN COLUMN LINES EACH faitl1 co � 01 AND TI STIRRUPS AND TIES ONLY C. WHEN COLUMN LINES ARE NOT JOINTS TO BE EQUALLY SPACED (4) "d" FOR 5 BAR AND SMALLER CONTROL JOINTS AS SHOWN IN DIRECTION NOT TO EXCEED MAX. T + (6) "d" FOR % THRU 08. TYPICAL SECTION "A" SHALL NOT EXCEED SPACING PER SCHEDULE 1725 westlake avenue n + 120 x SLAB THICIQNESS OR 50', )ONT SPACING SCFIEDU.E suite 210 T 02 (6) "d" FOR 5 AND SMALLER (12) WHICHEVER IS LESS. BAY LENGTH Seattle, washington 98109 Q b " TO WIDTH RATIO SHALL NOT d" FOR % THRU 08 SLAB THICKNESS MAX. SPACING ` "d" I I Q3 MINIMUM FINISHED BEND DIA.FOR EXCEED L 5. PROVIDE SAW-CUT 4" 11' 206.838.5485 p i ALL REINFORCING EXCEPT CONTROL JOINTS BETWEEN 5„ 13' 206.713.4076 m DOWELED JOINTS AT MAX. 206.464.0700 f + + 5TIRRIPS AND TIES l6) "d" UP TO SPACING NOTED IN SCHEDULE 6„ I6' ksmith@smithco.org '8 BAR(8) "d" FOR �9 iHRU SII, ll2) "d" FOR 014 AND 018 D. WHERE SLAB IS UNREINIFORCED OR 81 1' http:/lwww.smithCo.org/ CONTAINS ONLY FIBER REIN. PER 9" 8' GSN., ALL CONTROL JOINTS SHALL STIRRUP AND TIE HOOK OFFSET BAR BE MADE PER SECTION "A" 10" 20' Consultant DOWEL SCHEDIJf.E II 21 SLAB DOWEL DNAQJSIONS MAX. ox. SPACING 02 PLACE (2)'4 x 46" BARS AT THICKNESS RECT. ROUND RECT. ROUPD MID-HEIGHT OF SLAB ADJACENT A "d" = BAR DIA. TO ALL DISCONTINUOUS JOINT 1645 Village Center Circle Suite 10 + \ + - 4" TO 6" 3/8" x 2" x 12" 3/4" DIA. x 14" 24" 24" LOCATIONS. CENTER ON JOINT g L Las Vegas, NV 89134 + I + B. ALL REINFORCEMENT SHALL BE 1" TO 8" I!1" x 2 1/2" x 12" I" DIA. x Ib" 24 24° 702.933.7000 wrighte.com 03 ALIGN CONTROL JOINT IN EACH BENT COLD UNLESS NOTED 9" TO II" 3/4" x 2 1/2" x 12" 1 1/4" DIA. x 18" 24" 24" DIRECTION w/ COLUMN, TYP. AT (4) "d" OTHERWISE ON PLANS OR DETAILS INTERIOR COLUMNS. AT EDGE (2 I/1" MIN) C. REINORCING PARTIALLY COLUMNS, ALIGN CONTROL JOINT IN EMBEDDED IN CONCRETE SHALL DIRECTION PERPENDICULAR TO IBRIGHT 1 ALL OTHER REINFORCING NOT BE FIELD BENT UNLESS SLAB EDGE SPECIFICALLY NOTED ON PLANS ® COLUMN ISOLATION JOINT PER e n g i n e e r s 07 DETAL NOT USED 04 STANDARD REBAR BEND DETAILS OR DETAILS TYPICAL DETAIL NU01-01 NO SCALE COI-01 091104 NO SCALE ❑ 05 WHERE CONTROL JOINT SECTIONS ARE RECTANGULAR WIDTH "W" Consultant Registration Architect Registration SHALL NOT EXCEED I. 5 TIMES 01 LOAD APPLIED A7 TOP OR4 LENGTH "L" ^79721ZPE BOTTOM CHORD AWAY FROM JOIST PANEL POINT © DEPTH EQUAL TO 1/4 SLABTHICKNESS 02 L2 1/2x2 1/2x3/16 EACH SIDE OF JOIST TO NEAREST OPPOSITE 01 4 (D RECTANGULAR PLATE DOWEL 0 CHORD PANEL POINT (PREFERRED)OR SMOOTH ROUND 1 O DOWEL (PERMITTED ALTERNATE) %0R1ErN,1PER G.SN. w/SIZE AND SPACINGPER SCHEDULE. CENTER ACROSS JOINT AT 1`104EIGHT OF SLAB. FOR PLATE DOWELS, INSTALL 2 DOWELS AND CLIPS PER MFR'S 3 RECOMMENDATIONS. FOR ROUND 06/25/2019 A DOWELS, APPLY THIN BOND TYP BREAKER COATING FULL LENGTH 2 A OF DOWEL O TYP Issues and Revisions 'ek� 4Q ® DOWELS SHALL BE No. Date Issues By Check PERPENDICULAR TO CONTROL 3/I6 0 A. DETAIL NOT REQUIRED FOR LOAD TMP �T 3 JOINT AND PLACED b" CLR MIN 02.21,19 PERMIT SET EA TYP 3/16 LESS THAN 250 LBS.NOTIFY (PLATE DOWELS) OR 12" GLR MIN_ 1 06.25.19 OWNER CHANGES EA ENGINEER OF ANY LOAD NOT 2 (ROUND DOWELS)FROM JOINT NOTED ON STRUCTURAL DRAWINGS INTERSECTIONS. DOWEL BASKETS THAT EXCEEDS 500 LBS, SHALL BE USED TO MAINTAIN B. DETAIL NOT REQUIRED FOR LOADS ALIGNMENT OF DOWELS WHILECONCRETE IS POURED (USE DOWEL APPLIED AT PANEL POINT OR FOR ALIGNERS AT CONSTRUCTION I WHICH THE JOIST HAS BEEN JOINTS) SPECIFICALLY DESIGNED TO 2 � c�pp I(D 2 0 STOP SLAB REIN. (AS OCCURS) EACH SIDE OF JOINT. SUPPORT OF 0 8 DETAIL NOT USED 0 5 TYPICAL (FPL D INSTALLED WEB MEMBER / I TYP. SLAB REIN. SHALL BE NUOI-01 NO SCALE 501-01 080430 NO SCALE INDEPENDENT FROM DOWELS 00 SAW-CUT JOINT. SAW CUT SHALL 01 EXISTING MASONRY WALL BE MADE w/EARLY ENTRY SAW SOON ENOUGH TO PREVENT 02 CONTRACTOR TO BREAK FACE TYPICAL CONTROL JOINT LAYOUT SHRINKAGE CRACKING, BUT NOT SO SHELL OF UNGROUTED CELL OUT A SOON AS TO CAUSE SPALLING MINIMUM OF (2)BLOCKS ABOVE ANCHOR OR AT TOP OF WALL 0 (JE) CONSTRUCTION JOINT NEED ONLY 9 8 1 9 OCCUR AT EXPOSED EDGES OF project Name 85'C Bakery Cafe — USA 03 FILL UNGROUTED CELL WITH GROUT 0 DISCONTINUOUS SLAB PLACEMENT PER GSN. UNA. APPLY BOND BREAKER TO 2 1JOINT PRIOR TO SECOND POUR (DO NOT ROUGHEN JOINT). IF Project Number 190233 CONSTRUCTION JOINT 15 TO BE Description TYPICAL DETAILS FILLED, TOOL TOP EDGE TO 1/8" MAX. RADIUS AND SAW CUT JOINT 3 DOWCONTROL )ONT AT TO A DEPTH OF I" DOWELED Computer File S03-190233—D,dwg A COLUMN Lrgs CONSTRUCTION JOINTS Scale AS NOTED to O A TOOLED JOINT OF EQUIVALENT Template 4.3 120101 A ALL POST-INSTALLED DEPTH MAY BE USED IN LIEU OF P ANCHORS SHALL BE SAW-CUT JOINT PLACED IN GROUTED All ideas, designs, arrangements, and plans indicated or MASONRY B. AS AN ALTERNATE TO represented by this drawing are owned by and the property of RECTANGULAR PLATE DOWELS smith co. Ilc and were created, evolved, and developed 1-1 —' ' SPECIFIED ABOVE,USE PNA'S PD3 for use on and in connection with the specified project. None of TAPERED PLATE DOWELS OF such ideas, designs, arrangements or plans shall be used EQUIVALENT SIZE SPACED AT 21" by or disclosed to any person, firm, or corporation for any 1 n SAW-CUT CONTROL )ONT Oc.MAX. INSTALL BASKET o purpose whatsoever without the written permission of smith co. Ilc. ASSEMBLIES PER MFR'S DETAIL NOT USED 0 6 NEW GROUTED CELL AT EXISTING MASONRY WALL 0 2 TYPICAL CONTROL JOINTS IN SLAB ON GRADE C0906NU01-01 NO SCALE 01-160594 NO SCALE F01-26 080508 NO SCALE S003 O 8 C Bakery Cafe 9753 SW Washington Sq Rd Space D02 DETAIL NOT USED Portland, OR 97223 L, NU01-01 NO SCALE a � 1725 westlake avenue n suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com o [WRIGHT e n g i n e e r s 13 DETAIL NOT USED 11 DETAIL NOT USED NUOI-01 No 5CALE Nuol-01 NO SCALE Consultant Registration Architect Registration (D 1/4" OR MIN. WELD SIZE PER AISC 360, TABLE J2.4, WHICHEVER IS D GREATER �� NGINFF9rS�Dy 79721 PE EQ EQ %0RJErN 00TlP 5 JO�� OO 06/25/2019 O Issues and Revisions A. SEE STEEL COLUMN SCHEDULE FOR No. Date ssues By Check BASE PLATE DIMENSIONS AND 02.21.19 PERMIT SET EA SIZE/QUANTITY OF ANCHOR RODS UN.U. ON PLAN 1 06.25.19 OWNER CHANCES EA B. SEE TABLE 14-2 OF AISC STEEL CONSTRUCTION MANUAL FOR MAX. ANCHOR ROD HOLE DIA. IN BASE PLATE AND MIN. WASHER SIZE/THICKNESS. HOLE DIA. IN I WASHERS SHALL BE 1/16" GREATER THAN ANCHOR ROD DIA 14 TYPICAL COLUMN BASE PLATE 12 DETAIL NOT USED 501-15A 080304 NO SCALE NU01-01 NO SCALE NOMINAL BEAM NUMBER BOLT SHEAR PLATE WELD DEPTH "D" OF BOLTS DIA. THC MS SME O UP TO T' 2 ® ® 3/4" 1/4" 3/16" 1 8" TO 10" 2 ® 3/4" 1/4" 3/16" Q CP 12" TO 14" 3 3/4" 3/8" 1/4" - O Project Name 851C Bakery Cafe — USA 16" 4 3/4" 3/8" 1/4" 18" 5 3/4" 3/8" 1/4" 3" MAX. Project Number 190233 21" 63/411 3/8" 1/4" O Description TYPICAL DETAILS 24" 6 I" 1/1" 5/16" ^ 1/2° r 21" 1 1" 1/L" 5/16" Ma?f 0 Computer File SO4-190233—D,dwg 30" 13 I" 9/16" 3/8" 1 33" 9 I" 9/16" 3/8" Q O Scale AS NOTED 36" 10 1" 9/16" 3/8" ��! 3„ MAX 40" 11 1" 9/16" 3/b" Template 4.3 (120101 ) CI SHEAR PLATE THICKNESS AND ® 1 x BOLT DIA O O All ideas, designs, arrangements, and plans indicated or BOLTS PER SCHEDULE Ca#(D by this drawing are owned by and the property of (3 AIS'— MIN. EDGE DISTANCE 2 ® ® smith co. Ilc and were created, evolved, and developed ( WELD SIZE PER SCHEDULE © HORIZ SNORT-SLOTTED HOLES for use on and in connection with the specified project. None of �3 DO NOT RETURN FILLET WELDS PER AISC 360 AT 3" oz. MIN. IN such ideas, designs, arrangements or plans shall be used ACROSS TOP AND BOTTOM EDGES EITHER BEAM OR SHEAR PLATE by or disclosed to any person, firm, or corporation for any SHEAR PLATE UN.O. ON DETAILS. STANDARD A. SEE G.SN.FOR BOLT SPECS. o purpose whatsoever without the written permission of smith co. Ilc. ROUND HOLES IN MATINGS PIECE m 15 TYPICAL SHEAR PLATE CONNECTION SCHEDULE a 5CHM-01 08026 NO SCALE SOA FOOTING (F) SCHEDULE STEEL COLUMN (SC) SCHEDULE FOUNDATION PLAN KEYNOTES 0 SEE PLAN AND DETAILS A. FOR BASE PLATE CONFIGURATION, A.R. PATTERN, AND COLUMN-TO-BASE PLATE CI EXISTING 4" SLAB ON GRADE, CONTRACTOR TO VERIFY AND NOTIFY STRUCTURAL FOR EMBEDDED ITEMS CONNECTION, SEE TYPICAL COLUMN BASE PLATE SCHEDULE OR DETAIL. ENGINEER OF ANY DISCREPANCIES AND CONSTRUCTION ABOVE FOOTING B. STANDARD EFFECTIVE ANCHOR ROD EMBEDMENT = 1 1/2 U.N.O. EFFECTIVE EMBEDMENT 02 EXISTING PILE CAP 0 TT11 SPECIFIED DENOTES MIN. DISTANCE REO'D. BETWEEN T.O. CONCRETE AND T.O. EMBEDDED O Q REBAR NUT UNO. ( EXISTING GRADE BEAM WIDTH / LENGTH C. ORIENT LONG DIMENSION OF BASE PLATE PARALLEL TO WEB OF WIDE FLANGE COLUMN I ® EXISTING MASONRY WALL ' • C " CLR ® THICKNESS PER SCHEDULE (3) NOT USED • ILIO OR EMBEDMENT DEPTH PER FOUNDATION PLAN MARK SIZE BASE PLATE NOTES © NOT USED NOTES ISOLATED / CONT04LKXJS FOOTING LONG DIMENSION ® THICKNESS SCI H658x6x3/8 PER DETAIL 104 PARALLEL TO WALL FOUNDATION PLAN NOTES I 5G2 14558x6x3/8 PER DETAIL 105 LONG DIMENSION A VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L. AND/OR CIVIL PRIOR TO PARALLEL TO WALL GONSTRUGTION, RESOLVE DISCREPANCIES WITH ARCHITECT. O EXTEND WITHIN 1'-0" OF C $ Bakery Cafe O ROOF LEDGER, LONG B. VERIFY LOCATION AND SIZE OF ALL INSERTS AND OPENINGS IN SLAB WITH ARCH'L.,MEGH., SC-3 4558x66/8 TUBE SHALL BEAR ON CONCRETE SLAB DIMENSION PLUMBING, AND ELECT. PRIOR TO CONSTRUCTION III= I PERPENDICULAR oC 1= -1I_II I =III=1' TO WALL C. ALL EXTERIOR FOOTINGS SHALL BE EMBEDDED IS INCHES MIN. BELOW EXTERIOR PAD U 2 Tip— -I I1= GRADE AND ALL INTERIOR FOOTINGS (AS OCCUR) SHALL BE EMBEDDED 18 INCHES MIN, 3 CLR SC4 H553x3x1/4 3/4"x9"x0'-9" w/ (4) 3/4" DIA. AR. BELOW THE TOP OF SLAB. EXTERIOR PAD GRADE IS DEFINED AS LOWEST ADJACENT 9753 SW Washington Sq Rd COMPACTED SUBGRADE (PAD GRADE BEFORE LANDSCAPING) OR NATURAL GRADE Q WITHIN 5 FEET OF BUILDING FOR PERIMETER FOOTINGS. CONTRACTOR SHALL COORDINATE Space D02 THICKENED SLAB FOOTING FOOTING EMBEDMENT WITH CIVIL GRADING PLANS TO ENSURE THAT MINIMUM EMBEDMENT Portland, OR 97223 I SPECIFIED ABOVE IS MAINTAINED. D. FINISH FLOOR REFERENCE ELEVATION = 100'-0" U.N.O. MARK WDTH LENGTH THKXNESS FOOTING REBAR NOTES TOP. ELEVATION AT STEEL COLUMNS = l'-0" BELOW FF. 01.1.0. E. SCI, 51-2, SC3, . . . DENOTES STEEL COLUMN PER SCHEDULE ON THIS SHEET. • Fl I'-6" I'-6" 1'-0" (3) 04 EA. WAY BOTTOM Saitok c 0 F. PLACE SLAB(S) ON GRADE OVER SUBGRADE AND VAPOR BARRIER (AS REQ'D.)PER THE 1725 westlake avenue n GEOTECHNICAL REPORT REFERENCED ON G.SN. suite 210 G. INTERIOR CONCRETE SLAB ON GRADE SHALL BE 5" THICK w/ 03 AT 22" oc. EACH WAY. Seattle, washington 98109 PLACE REINF. 2" CLR FROM TOP OF SLAB. 206.838.5485 p H. INSTALL SLAB CCNTROL JOINTS PER DETAIL 02. MATCH CLOSURE POUR (WHERE PRESENT) 206.713.4076 m CONTROL JOINTS WITH SLAB CONTROL JOINTS. 206.464.0700 If I. SEE ARCH'L. AND/OR CIVIL DWGS.FOR EXTERIOR SLABS, WALLS,ETC. ksmith@smithco.org http://www.smithco.org/ J. SEE DETAIL 01 FOR PIPES/CONDUIT AT FTGS. PIPES/CONDUIT SHALL NOT PASS THRU NOR BE LOCATED BENEATH ISOLATED PAD FOOTINGS. Consultant 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com A B C D E F F.5 G p�, +,+v 20'-0" 20'-0" 20'-0" 20'-0" + [DRIGHT ,0_2 +• e n g in e e r s s s _ —(D --F --F Consultant Registration Architect Registration 772 (FJ,+ SFJ, SFJ7+ — — — — J, SFJ — — — — — GIN S 6 +7+5�/6 +� +� 7+ EN EFgsrOZ �{ 7972 r 01 - - - - - - L1 s - �,� s - - -� r4- - s -, - - 2 2 r TYP.OF (4) I / TYP. OF (3)' � OREGON 1 TTP. OF (4) I I I I / / `rG�4 y 10,2Qo a � W ezQ / 06/25/2019 I QI I I OI I OI I I E) /� I Issues and Revisions / No. Date Issues By Check / 02.21.19 PERMIT SET EA a I T SCI 1 06.25.19 OWNER CHANGES EA ffiIOI - � QW�n ,��• 2 Sr-4 F1 o > w O — —- — O SG3 w — — — — - — — — — — — — — — — — — — — — — — 02 � 106 I l � - - - - - - L L � - - - - - - -L � rF L � 101 �F�r L +r J+ Jr+ 8+ s +�+S� +pr + +'moi +pis SG4 I 4;r� 2 W s srs srs rs F1 — I o ¢ I I I I I Project Name 8500 Bakery Cafe — USA J ' U¢ Project Number 190233 J Q N z a Description FOUNDATION PLAN 101 — 103 m l 4 SGI I SCI SCI I SCI SCI I SC2 l 2 eel Computer File S11-190233—PS,dW9 Scale AS NOTED I I I I I I I I 2 Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of _ FOUNDATION PLAN such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any SCALE: 3/16" = 1'-0" d a purpose whatsoever wit out the written permission o smithco. 11c. Simi FRAMING PLAN KEYNOTES 1 �I EXISTING STEEL JOIST 2 NOT USED ( ITCHEN HOOD BELOW, ATTACH PER DETAIL 203 ® LOCATE HSS DIRECTLY ABOVE OPENING/STOREFRONT, VERIFY ELEVATION w/ ARCHITECT • C8xll5 CHANNEL, ATTACH TO EXISTING JOISTS PER DETAIL 202 • FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS, ELEVATIONS,SLOPES, ETC., w/ ARCH'L. PRIOR TO CONSTRUCTION. RESOLVE DISCREPANCIES WITH ARCHITECT. B. SEE TYPICAL DETAILS FOR FRAMING REQUIREMENTS AT OPENINGS IN ROOF. ALL OPENINGS MAY NOT NECESSARILY BE SHOWN ON PLANS. O C. MISC. ITEMS SUCH AS STAIRS, LANDINGS, RAILINGS, ETC, SHALL BE DESIGNED BY OTHERS 8 5 C Bakery Cafe AND SUBMITTED FOR REVIEW AS DEFERRED SUBMITTALS PRIOR TO CONSTRUCTION. SEE I G.SN.FOR DEFERRED SUBMITTAL REQUIREMENTS. D DECK TYPICAL TACH ENT TO�ROOFALL BE S/Irp" x 22 GA. SHALLOW VERCORFRAMING, INCLUDING EDGES OF OPEN GSN. U.N.O. 9753 SW Washington Sq Rd DRAG/COLLECTOR ELEMENTS NOTED ON PLAN, SHALL BE A$ FOLLOWS UN.O. : Space D02 SUPPORTS PERPEND. TO DECK SPAN: (4)012 SDI RECOGNIZED SCREW PER SHEET SIDPE SEAM CONNECTION TS PARALLEL S.DEGK SPAN: 012 q0 SDIFMCOGNIZED DECK RECOGNIZED SCREW AT 6"oSCREW AT 6" z: Portland, OR 97223 is 1725 westlake avenue n suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com A B C D E F F.5 G RIGHT e n g i n e e r s (E)WF. BEAM (E)WF.BEAM (E)WF. BE (E)WF.BEAM (E)wF. BEAM (E)WF. BEAM (E)WF. BEAM Consultant Registration Architect Registration D AT lYP 4�\ �NGINfF9sfi02 e 79721PE 01 — — — — OPENING i — —{— — — — — — � ( 1 1 I \ � OREGON l l SOS��10.20��5 I x TT N. JOS I II Zl 4250 I I W p W :L �o 06/25/2019 U m i m (E)L JF. BEAM I I iI Issues and Revisions w i __ _ _ W Typ No. Date Issues By Check 201 02.21.19 PERMIT SET EA LOW 0 1 06.25.19 OWNER CHANGES EA -------------T 2Pi I of w ml '100�J -� `i / O J�� Q I Q Z ` O W ntY1 _ _IS uA I I I 209 211 208r— TYP TYP W < 02 (E)WF. BEAM (E) W.F. BEAM _. lE)W.F. BEAM I (E)WF. BEAM F (E)WF.BEAM _ I � lzoa � ---- 9 m Q1 X % cp 3 � W 210 I J Project Name 851C Bakery Cafe — USA SID 3 — 212 o rYP I W W Project Number 190233 SIDES wl 1 a s (D o a LL: m N N Description ROOF FRAMING PLAN o W W I zla I I 10 yl HSS12 (LOW) !® HSS12x&3i6 (LOW) ® HSS12xb /8(LOW) ® Computer File $21-190233—PR.dwg 7771117F�-� r-1 (E)WF.BEAM Scale AS NOTED I 201 I Izoz 202 I I Low HIGH H L Template 4.3 (120101) TYP. TYP. TYR. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of _ ROOF FRAMING PLAN such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. SCALE: 3116" = 7 M ILI 5201 PL 1/2x8x0'-I0" Q FOOTING SIZE AND REINF. PER Q2 (2) 3/8" DIA. HILT[ KWIK HUS-EZ FOOTING SCHEDULE UNO. SCREW ANCHORS w/2 1/2" Q SEE FOUNDATION PLAN NOTES OR EMBEDMENT PLANS)FOR MIN. EMBEDMENT OR TDF. ELEVATION 51R" I I/4" 0 BASE PLATE w/ ANCHOR RODS PER STEEL COLUMN SCHEDULE . . I U.N.O. 3/Ib 5 6 5 ® GROUT BELOW BASE PLATE PER • 3 GSN. AND APPLICABLE COLUMN 2 __ BASE PLATE DETAIL Q5 SLAB ON GRADE (AS OCCURS) 4 AND CLOSURE POUR BY OTHERS. CLOSURE POUR SHALL PROVIDE 3" MIN. CLR COVER TO BASE PLATE AND ANCHOR RODS O ISn 3/I6 3 SIDES I © PLACE CLOSURE POUR AFTER g 5 Bakery Cafe COMPLETION OF STRLICTURQL FRAMING ABOVE Oz., ELEVATED =I II II I ,III„I l 11 11 l 11 FLOOR/ ROOF FRAMING, ELEVATED 1 3” CLR SLABS AND DECKS, ETC.) o LINE OF SLAB BEYOND 9753 SW Washington Sq Rd Space D02 105 BASE PLATE DETAIL 101 STEEL COLUMN AT FOOTING Portland, OR 97223 105-190233 NO-SCALE 5F01-24-455 110619 NO SCALE 01 EXISTING MA50NRY WALL 11mitok a* • 0 TUBE STEEL JAMB PER PLAN 1725 westlake avenue n 0 EDGE OF SAWGUT OPENING suite 210 seattle, washington 98109 ® 5/8" DIA. HILT[ KWIK NUS-EZ SCREW ANGNOR w/ 5" EMBEDMENT AT 206.838.5485 p 2'-8" Oa 206.713.4076 m 206.464.0700 f 5 ( DRILL OVERSIZED ACCESS HOLE IN STEEL TUBE ksmith@smithco.org . y http://www.smithco.org/ 4 I O NTRACTOR TO VERIFY EEXISAT THE TING MASONRY WALL IS 3 GROUTED AT THE ANCHOR Consultant LOCATIONS, IF NOT,GROUT PER DETAIL 06 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 4' 6 702.933.7000 wrighte.com A. PLACE l D ANCHOR WITHIN 6" OF EACH END OF STEEL JAMB B. CUTTING THIS DETAIL PRIOR TO CU93RIGHT TTING OPENING IN WALL 1 e n g i n e e r s 106 TUBE STEEL JAMB AT EXISTING MASONRY WALL 10 2 DETAIL NOT USED 2II-I1o139 NO SCALE NUOI-02 NO SCALE Consultant Registration Architect Registration (D EXISTING SLAB ON GRADE fy O TGLASS DOOR � NGIFATACHMENBY OTHERS 7972 Q3 DIMENSION PER FOLDING GLASS DOOR MANUFACTURER %0R1E7Nc,t7® S AT 24" oc. 5( (2) 03 DONT. . J�a� I I © '3x16" DOWEL AT 24" oz. EMBEDED 6" INTO EXISTING 06/25/2019 b i CONCRETE w/ NfLTI NIT-RE 500 V3 EPDXY O r Issues and Revisions - -� No. Date Issues By Check H 02.21.19 PERMIT SET EA 1 06.25.19 OWNER CHANGES EA 4 4 5 11 MIN MIN. I 107 DETAIL NOT USED 103 SILL DETAIL AT FOLDING GLASS DOOR W101-02 NO SCALE 103-190233 NO-SCAL£ QI PL 1/2x&x1'-0" (J (3) 3/8" DIA. HILTI KWIK HUS-EZ SGREW ANCHORS w/ 2 1/2" EMBEDMENT Project Name 85'C Bakery Cafe — USA Project Number 190233 %OPENI 3 SIDES Description F❑UNDATI❑N DETAILS 3/16 Computer File S31-190233—D,dwg W13 SNG cale AS NOTED lu 1 Template 4.3 (120101) 1 1/4" 4 3/4" 4 3/4" I I/4" All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any m purpose whatsoever without the written permission of smith co. llc. cn BASE PLATE DETAIL S301104 104-19 0233 NO SCALE ( SUPPORTING MEMBERS, TYP. b 02 L4x4xl/4, TYP. ( METAL DECK ® 8" DIA. OR A SERIES OF PENETRATIONS 6" MAX. OPENING WITHN AN 8" SQUARE MAX. 15 CONSIDERED TO BE A SINGLE ' OPENING • n (5) FRAMING MEMBER BOTH SIDES 3116 © 012 SCREW AT 24" OC 9'-0" MAX. I b I I 0 TOP AND I 8 C Bakery Cafe OPENING 6" MAX. BOTTOM 1/4 5 9753 SW Washington Sq Rd ------ -- ------------------------------------ n Space D02 _---__=___=_______________r;====____= TYP p VARIES W 201 HSS HEADER AT HSS JAMB Portland, OR 97223 TYP SEE ARCH 201-190233 NO SCALE Q 3 -------- .1 ------------ --------JLJ-__------ O CHANNEL PER PLAN EACH SIDE OF • . . -------------------- COLUMN 1725 westlake avenue n �2 1/2" DIA. THRJ BOLT. FINGER suite 210 TIGHTEN NUT AND SPOIL THREADED B TYP I TO PREVENT BAGKOFF Seattle, washington 98109 3116 3116 r 4 ( 9/16" x 3" VERTICALLY SLOTTED 206.838.5485 p HOLE IN TUBE COLUMN LOCATE BOLI 206.713.4076 m A WHEREREQUILARGER GED AN COVERED OPENING MING16 3 IN CENTER OF SLOTTED HOLE 206.464.0700 f I THIS DETAIL, CONTACT THE � ® STOP COLUMN AT TOP OF ANGLE ksmith@smithco.org -- -- A STRUCTURAL ENGINEER FOR http://www.smithco.org/ TMP 5 ADDITIONAL REQUIREMENTS. 2 Q L4x4xl/4 VERTICAL ADDED WEB H III I It-1 H 1111 B. FOR EXISTING METAL DECK ROOF, MEMBER Consultant SEE PLANS. I I 3 SIDES, © ADDED WEB MEMBER EACH SIDE 3116I I TMP' / OF JOIST PER TYPICAL FIELD 2 C. PRE-DRILL THE ANGLES FOR I I INSTALLED WEB MEMBER DETAIL 3/16 3116 INSTALLATION OF THE SCREWS. ( I 5 1645 Village Center Circle Suite 10 5 D. 8" ROUND AND SQUARE OPENINGS I Las Vegas, NV 89134 OR LEGS DO NOT NEED TO BE i 6 702.933.7000 wrighte.com 3'-6" MIN.CL REINFORCED PER THIS DETAIL. OF ADJ.OPENINGS I I I n TYPICAL ANGLE TO ANKLE waD © RIGHT e n g i n e e r s 204 NEW OPENING IN EXISTING METAL DECK ROOF 202 TUBE STEEL AT STEEL JOIST 101-180169 NO SCALE 239-11082S 8'-0" MAX. NO SCALE Consultant Registration Architect Registration 3/16 2 QI G CHANNEL HEADER 01 LINE OF MECH. UNIT PER PLAN ____________________ DI EXISTING STEEL JOIST ^7972lePE 4 3/16 C2 5/8" DIA. HILTI KWIK HUS-ET SCREW (2 STEEL JOIST PER PLAN i Q2 NEW 1-56x5/16ANCHOR w/ 5" EMBEDMENT AT 1'-6" i i ac, Q3 C6 x 115 TYP. ALIGN BENEATH 3 03 ADDED WEB MEMBER EACH SIDE SUPPORTING EDGE CURB OF MECH. OF JOIST PER TYPICAL FIELD Q EXISTING MASONRY WALL b UNIT ALL SIDES i 3/16 TYP. i INSTALLED WEB MEMBER DETAIL %OkRJEGON�A ® EDGE OFSAWCUT OPENING g ® OPENING AS OCCURS FOR MECH, 3/16 i ® ATTACHMENT OF THREADED ROD0,PENETRATIONS. TRIM PERJTO HOOD B7 OTHERS Q5 CONTRACTOR TO VERIFY THAT THE I A MAX TYPICAL DETAILS JD EXISTING MASONRY WALL IS n1/2" GROUTED AT THE ANCHOR ( L3x3x3/I6 VER TICAL ADDED WEB 5 ' �5 GR DIA ) AT EACH ROD (13 TPI, p GRADE TI N EACH HOOP 06/25/2019 LOCATIONS, IF NOT,GROUT PER B ALT. MEMBER CONNECTION POINT w/DOUBLE NUT 1 DETAIL 06 B 2 2 I AND WASHER AT TOP AND BOTTOM 2 © ADDED WEB MEMBER EACH SIDE OF WOOD BEAM 3/16 OF JOIST PER TYPICAL FIELD J 1 Issues and Revisions SCHEMATIC FRAMING PLAN _ 1 © 1/8" DIA.WIRE INSTALLED WEB MEMBER DETAIL 3 SIDES3/16 Q L3 1/2x3b x3 I/2x1/4 x 0'- " w/ (2) 3/4" No. Date Issues By Check 3/4" DIA THRUBOLTS. 3116" FILLET T OO l4)TIGHT TURNS 02.21.19 PERMIT SET EA A INSTALL THIS DETAIL PRIOR TO — — — 1 WELD (3)SIDES MAY BE USED LIEU 4 I ® 2" WIDE x 4" L014G x 1/4" PLATE w/ 1 06.25.19 OWNER CHANGES EA 4 CUTTING OPENING IN WALL ra) OF BOLTS HOLE FOR WIRE ATTACHMENT 3 5 1/4" x 4" BENT PLATE ( 1/2" DIA. BOLT w/ I" EDGE — — TYP. 7. B. 3116 9 IDISTANCE CHORDS 3/16 A. VERIFY MEGH. UNIT LOCATION 3 1 WEIGHT, DIMENSIONS,ETC. WITH 8 3 ARCH'L. AND MECH. DRAWINGS AI B1 20/ STEEL CHANNEL AT EXISTING MASONRY WALL 205 TYPICAL FRAMING BENEATH MECHANICAL UNIT 202-160594 NO SCALE 60I-02 010914 NO SCALE 6 i i QI EXISTING TUBE COLUMN (D NEW CHANNEL PER DETAIL 204 20 C CHANNEL HEADER PER PLAN (J EXISTING STEEL DECK Q3 MECH. UNIT BY OTHERS I I b Project Name 85'C Bakery Cafe — USA ® MECH. CURB PER MEP DWGS. ( 014 SCREW AT 24" Oa., PROVIDE AT 45' P. y EACH CRONER 45% TYPProject Number 190233 4 Description FRAMING DETAILS � ' b i i 5 2 HOOD Computer File S41-190233—D.dwg Scale AS NOTED Template 4.3 (120101 ) I/4 i A. INSTALL THIS DETAIL PRIOR TO PLANA 425 LBS.MAX. OPERATING WEIGHT All ideas, designs, arrangements, and plans indicated or CUTTING OPENING IN WALL represented by this drawing are owned by and the property of B. WHERE EXISTING FRAMING VARIES FROM WHAT 15 SHOWN,NOTIFY smith co. Iic and were created, evolved, and developed STRUCTURAL ENGINEER for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any o purpose whatsoever without the written permission of smith co. Ilc. M Q M 2oV STEEL CHANNEL AT TUBE STEEL 206 ROOF CURB ATTACHMENT 203 KITCHEN HOOD SUPPORT FRAMING S4wl 211-144458 NO SCALE 206-190233 NO SCALE 104-190155 NO SCALE Q 3/4" CAP PLATE Q2 (4)3/4" DIA BOLTS ON BEAM 3 GAGE Q3 SHEAR PLATE, SIZE, AND NUMBER OF BOLTS PER TYPICAL SHEAR © PLATE CONNECTION SCHEDULE I • I o I I I � 1 I I z I I p 1/4 $ 5 C Bakery Cafe I 9753 SW Washington Sq Rd Space D02 213 DETAIL NOT USED 0209 STEEL BEAM AT STEEL COLUMN Portland, OR 97223 NU01-01 NO SCALE 5506-19 080303 NO SCALE Q CHANNEL PER PLAN Q CONT. L3x3xl/4 BEARING ANGLE mdtk a o • Q PL 1/2xbxl'-2" w/ (2) 5/8" DIA HILTI Q2 VARIES. SEE ARCH'L DWGS 1725 westlake avenue n KWIK HUS-EZ SCREW ANCHORS w/ suite 5" EMBEDMENT Q3 ATTACH DECK TO CONT. ANGLE seattle1washington 98109 PER FRAMING PLAN NOTES UNO. 3 © 206.838.5485 p 206.713.4076 m e0 206.464.0700 f 3 3 SIDES © ksmith@smithco.org r 3/16 1 http://www.smithco.org! Q Q 3 r (1) EXISTING MASONRY WALL Consultant ® EDGE OF SAWCUT OPENING I OPENING (k) CONTRACTOR TO VERIFY THAT THE 1645 Village Center Circle Suite 10 4 EXISTING MASONRY WALL IS 3/16 2-12 A. DECK ORIENTATION MAY BE Las Vegas, NV 89134 20l GROUTED AT THE ANCHOR PERPENDICULAR TO THAT SHOWN. 702.933.7000 wrighte.com LOCATIONS, IF NOT,GROUT PER 3/Ib 2-12 SEE PLAN FOR ACTUAL SPAN DETAIL 06 DIRECTION A. INSTALL THIS DETAIL PRIOR TO MRIGHT CUTTING OPENING IN WALL engineer s 214 CHANNEL AT PERPENDICULAR WALL 210 STEEL DECK AT STEEL BEAM 214-190233 NO SCALE 5508-OS 080304 No SCALE Consultant Registration Architect Registration (D SHEAR PLATE SIZE AND NUMBER ^79721ZPE OF BOLTS PER TYPICAL SHEARPLATE SCHEDULE Q2 1/2" EMBED PLATE w/ (4) 1/2" PIA. 2 HILTI KWIK HUS-EZ SCREW ANCHORS w/ 4 I/4" EMBEDMENT „ %0 GON ,Zone 5 4 © © . J�N� ©I ©I r o 06/25/2019 Q3 © © Issues and Revisions I _ = No. Date Issues By Check ® 4" MIN, WHERE OPENING OCCURS 02.21.19 PERMIT SET EA BELOW 1 06.25.19 OWNER CHANGES EA ® CONTRACTOR TO VERIFY THAT THE EXISTING MASONRY WALL IS GROUTED AT THE ANCHOR LOCATIONS, IF NOT,GROUT PER DETAIL 06 215 DETAIL NOT USED o 211 STEEL BEAM AT EXISTING WALL NU01-01 NO SCALE 211-190233 NO SCALE Q CONT. L3x3xl/4 LEDGER ANGLE Q2 1/2" DIA HILTI KWIK HUS-EZ SCREW ANCHORS w/ 4 1/4" EMBEDMENT AT 16" O.C. ( 4" MIN.,WHERE OPENING OCCURS Project Name 85'C Bakery Cafe — USA BELOW ® ATTACH DECK TO LEDGER PER Project Number 190233 4 2 FRAMING PLAN NOTES, U.N.O. Description FRAMING DETAILS Q5 CONTRACTOR TO VERIFY THAT THE 0 GROUTEDA�E Y WALL IF Computer File S42-190233—D.dwg LOCATIONS, IF NOT,GROUT PER I DETAIL 06 Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any o purpose whatsoever without the written permission of smith co. Ilc. N STEEL LEDGER AT EXISTING WALL S402 Q 212 212-190233 NO SCALE 0