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Plans (4) BU P2019-00047 le3 c-7)--• 4 c__.Q\IQ f n 01- poed OFFICE COPYOFFICE COPY - r---- 9,,/cp ), DEFE Fire Sprinkler POWER DRIVEN SHOT-1N- OFFICE COP" - Fire Alarm ANCHORS USED FOR crr OP TIGARD /) 85.0 �' d e rCafe Mechanical \� SEISMIC APPLICATICI Plumbing \ SHALL HS INREQUIRE SPECTION SPECIAL REVj D FOR CODE COMPLIANCE v al Electrical �\JJ Approved: 1 Truss Engineering OR.LNTt pP�Q clt OTC: . - 8 5 Shop Drawings ] Other �` VALIDITY OF PERMIT Permit #: A9!p � -0n09--) Al TENANT I M P R0 V E M E N T - THE ISSUANCE OFA PERMIT 'Address: 9's3 r`' eZ1, ;0-4,, ,s4 Y l BASED ON CONSTRUCTION Suite #: p Qa DOCUMENTS AND OTHER iCtB : - Date: - c--19753 SW Washington Road , Space D92 T ■ and OR 97223DATA NOT CODEOFCAFROM REQUIRING THE CORRECTION O OF ERRORS.OSSC 105.4 85Bakery C a f e 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: '".„'�u.,,1 ARCHITECT: smith co ticSpace D92 ARCHITECTURAL MECHANICAL DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND TYPE IIA SPRINKLERED Haii/Nrmbus WEs© 1725 WESTLAKE AVENUE N. PLUMBING. PROGRESS SUITE 210 G-1.1 GENERAL INFORMATION M-0.1 MECHANICAL GENERAL NOTES � PortlandOR 97223 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY, OCCUPANCY GROUP: PRIMARY OCCUPANCY: A2-BAKERY Kell Center tid„ 1, SEATTLE, WA 98109 G-1.2 CODE INFO- SIGNAGE M-0.2 MECHANICAL EQUIPMENT SCHEDULES , Wetlands Park 6h. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: ZONING: MXG-1.3 CODE INFO- TOILET ACCESSIBILITY M-0.3 MECHANICAL DETAILS Greenway 3vhnlntredibie A. TO COLUMN CENTER LINE I, Q M. 206.713.4076 G-1.4 CODE INFO- DOOR APPROACH M-0.4 MECHANICAL DETAILS Park Nordstrom(tack 4 Pizxa Company B. TO FINISH FACE OF CMU OR GWB. APPLICABLE CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 0 Target T: 206.838.5485 G-1.5 CODE INFO- REACH/HEIGHTS M-0.5 ENERGY COMPLIANCE FORMS Cascade VBRADLEY F: 206.464.0700 G-1.6 CODE SUMMARY M-1.0 GROUND FLOOR MECHANICAL PLAN 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) SWR �a smith co . 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) CORNER ti s, ,�o PROJECT MANAGER: Keith Smith G-1.7 EGRESS PLAN M-2.0 ROOF MECHANICAL MECHANICAL PLAN CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) a ° � E-Mail:ksmith@smithco.org G-1.8 SITE PLAN REF-1 KITCHEN HOOD DRAWING (1 OF 4) 1725 Westlake avenue n ARCHITECT OF UNEXPECTED CONDITIONS. 11p9585 REF-2 KITCHEN HOOD DRAWING (2 OF 4) 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) Washington square OWNER: 85°C BakeryCafe -USA suite 210 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, CHAPER 11 IBC AND OTHER INTERNATIONAL i. g (714) 459 9565 D-1.-0 DEMOLITION PLAN REF 3 KITCHEN HOOD DRAWING (3 OF 4) suite , washington 98109 UNLESS NOTED OTHERWISE. REF-4 KITCHEN HOOD DRAWING (4 OF 4) g 7. "ALIGN"AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD BUILDING CODE REQUIREMENTS FOR BARRIER- z go s A-1.0 CONSTRUCTION PLAN H� FL SSW I evn�n SI 9 C=escentle ws Q it STRUCTURAL WRIGHT ENGINEERING 206.838.5485 p RECEIVED TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR FREE DESIGN INCLUDING ICC/ANSI A117.1 - 2009 cern cryBMausaleum A-1.1 DIMENSION FLOOR PLAN aeask 9, Ste Carel St ENGINEER: 1645 Village Center Circle, Suite 10 PLUMBING 206.713.4076 m COLUMNS INDICATED. aPark .it 9 A 1.2 PLUMBING ROUGH-!N 0 Las Vegas, NV 89134 206.464.0700 f FEB 2 5 2019 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 TYPE X GWB ONs.4,0_,. A-1.3 FLOOR FINISH PLAN F -. D 702.933.7000 x1155 P-0.1 PLUMBING GENERAL INFORMATION METAL STUDS OR FURRING CHANNELS UNLESS NOTED s A-1.4 REFLECTED CEILING PLAN P-0.2 PLUMBING CALCULATIONS AND SCHEDULES ksmith@smithco.org OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR OCCUPANCY: A2-BAKERY '` .4 CITY OF TIGARD PROJECT MANAGER: Erik Anderson PE SE P-0.3 PLUMBING DETAILS htt //www.smithco.or / BUILDING DIVISION LOCATION OF WATER RESISTANT GWB. K-1.0 EQUIPMENT PLAN p- PROJECT E-Mail:: EAnderson(a�wrighte.com P-0.4 PLUMBING DETAILS 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, 1 K-1.1 EQUIPMENT SCHEDULE °drat, a IRO? P-0.5 PLUMBING DETAILS WAREWASH AND WET AREAS. y jQCATION 4, MEP JHP ENGINEERING AND DESIGN Engl ti oy P-1.0 GROUND FLOOR DOMESTIC WATER PIPING PLAN Consultant 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS Park o el ENGINEER:ENGINEER: SERVICES, INC., C-1.0 COOLER DETAILS P-2.0 GROUND FLOOR WASTE AND VENT PIPING PLAN NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. ,,,,b-Sti4She*LA 9a, 3119 CENTRAL PKWY C-2.0 COOLER DETAILS 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. �" �� .1, DUBLIN 94568, CA P 3.D NATURAL GAS AND CONDENSATE PIPING PLAN 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR SEPARATE SUBMITTALS D 510-788-6029 L-1.0 LANDSCAPE PLAN P-4.0 PARTIAL ROOF PLUMBING PLAN APPLICABLE JURISDICTION. Os s ,I(' �;rr DEFERR 13. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3,000 t . JC LE: N.t.J• PROJECT MANAGER: Jia Pan, P.E. A-2.0 INTERIOR ELEVATIONS ELECTRICAL Fire Sprinkler 7. SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. SIGNAGE UNDER SEPARATE SUBMITTAL. ,,,s, m S'`H°"°'""°� E-Mail::jhpengr.com A-2.1 INTERIOR ELEVATIONS Fire Alarm 14. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, FIRE SPRINKLERS AND FIRE ALARM UNDER A SEPARATE PERMIT • A-2.1 INTERIOR ELEVATIONS E0.1 ELECTRICAL LEGEND AND SCHEDULES Mechanical \\7" OR OTHER OUTLETS. SEPARATE OUTLETS BY 6"AT NONRATED, A-2.3 INTERIOR ELEVATIONS E0.2 LIGHTING FIXTURE SCHEDULE AND WSEC Plumbing PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED S ITE MAP A-2.4 ENLARGED TOILET PLAN/ELEVATIONS E2.1 POWER AND COMMUNICATIONS Electrical PARTITIONS. A-2.5 MANAGERS WORKSTATION E3.1 LIGHTING FLOOR PLAN Truss Engineering 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND - A-2.6 POS FRONT COUNTER DETAILS E4.1 MECH EQUIP CONNECTION FLOOR PLAN Shop Drawings �- SCOPE OF WORK � � _ = _ __._ PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE - a �.`: - E4.2 MECH EQUIP CONNECTION ROOF PLAN Other ,,r 1 JCPenney = - ; r� ,,, A-4.0 BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO a,os�sF "�� -, �� EXTERIOR ELEVATIONS E9.1 RISER DIAGRAM PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH I I� = .. A-4.1 EXTERIOR ELEVATIONS/ E10.1 RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE BUILDING: - .�A- lI • A .`� gT �- A-4.2 SECTIONS/DETAILS SPECIAL. INSPECTION REQUIRED AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE ®' A-4.3 STOREFRONT SECTIONS/DETAILS State of Oregon Structural Specialty Code FIRE STOP MATERIAL. _ "P t Consultant Registration Architect Registration THE WORK INCLUDES, BUT NOT LIMITED TO TENANT IMPROVEMENTS FORA ©; 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR BAKERY AND RELATED SERVICES, WORK INCLUDES NON-STRUCTURAL WALLS, DICK'S t' .• ,a, ' I PROJECT A-3.0 DETAILS Concrete and Reinforcing Steel GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS FINISHES SPORTING •s='=- II°r a A 3.1 DETAILS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL GOOI�s LOCATION A-3.2 DETAILS Bolts Installed in Concrete PRIOR TO INSTALLATION. �'� _ - pec g 'eS�OD ,I Jr0 ON SITE: • 0 Special Moment-Resisting Concrete Frame 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NONE �! " _ 'r J�k-. _ - RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS 1 , STRUCTURAL \ ❑ Reinforang 5teeI8A Prestres;�ing Steel Tendons ;�� LISTED, UNO. ii, .. w; l? P0 Kg:TH lld. SMITH ' . \ `h,C.i Structural'JVeiding _1 \., II S0.1 GENERAL STRUCTURAL NOTES 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. fid I Imo" 50.2 GENERAL STRUCTURAL NOTES (CONT.) ❑ High-Strengizt Bolting 6992 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE -I , • o • I . - •• ` w,-• • , a .• I,. ,r F I r LEGAL DESCRIPTION .1; I I. - i , ,i_ .A., CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL .:11;.1; l- li y A! Alli„_, _ . ;l's li 6, Ali "F1 , ' l'l t • a, 50.3 TYP DETAILS y Q. I d' .s A ,/ I. 0 Strurt..!ral Masonry I , F as , 4 S0.4 TYP DETAILS 3SIA°I�"11°ILE, WA GOVERNING ORDINANCES AND LANDLORD CRITERIA. r. k " Iw � CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. - ]� IS1.1 FOUNDATION PLAN ❑ Reinforced G;rpsum Concrete -07 Taxlot ID# 1S1260000300 MACV'S A : 52.1 ROOF FRAMING PLAN 1':�� 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE .'5SF �' i. i. j. � ®�F'Bt , k . ,, 'AF 0 Insulating Concrete FIN FULLY RECESSED WiTH WHITE CAPS. Property Account# R236587/R236596 '- 'Ir �- ' ' I- i I' '1 1A; a S3.1 FOUNDATION DETAILS 1 "' w , t :„ ' ! . i S4.1 FRAMING DETAILS 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER I ru 0 Spray:4pplied'+= r-Resistive Materials RATING CRITERIA. j S4.2 FRAMING DETAILS -- NORDSTROM ❑ Pilings. Drilled Pits and Caissons 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD r I, • a ``� 18o 000 SF CRITERIA AND LOCAL CODES AS REQUIRED. ; `'i' •._. ; .�. LF1 ;I,p, ❑ Shotcrete Issues and Revisions 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK r_, o ❑ Spe;ia Grading , Uxcavation and Fillirit No. Date Issues By Check IS TO BE SUBMITTED UNDER SEPARATE PERMITS. +` - ... ` . - .' 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND Ai' ,�; w ;, © .-- -Y . , ❑ Smoke-Control a,y.horns 1 02.14.19 PERMIT SET I';L CASEWORK. `s h . . , SC i LE: N.T. . -S- . ... ❑ Other Inspections...._. -"'". -_.- r. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS • ARCHITECTURAL SYMBOLS SEE OTHER DESIGN DISCIPLINES SYMBOLS NORTH ARROW ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE,ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL DETAIL DETAIL IDENTIFICATION PROJECT NORTH ITEM S.I.O 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 3 .DECUT LINE DEFINES THE di�l ARROW �� REVISION CLOUD I I OR N.I.C. ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE TAILED ELEMENT © GYPSUM BOARD AND DELTA ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS , TRUE NORTH APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP, TYPICAL A8.01 INDICATOR CONCRETE BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY SHEET WHERE 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 50'-0"A.F.E. 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 OTHERWISE OR DATUM POINT WALL SECTION DOOR CODE - BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE 1� L I GRAVEL BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL DETAIL IDENTIFICATION 05803 REFER TO BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD CUT LINE DEFINES THE SCHEDULE SLOPE DIRECTION CMU OR BRICK BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH SLOPE DOWN WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID BTVVN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT aft DETAILED ELEMENT --- WINDOW, RECITE OR 11$"PER FOOT PLYWOOD CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD Project Name 85'0 Bakery Cafe - USA A7.01 LOUVER MARK RIGID INSULATION C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW "-SHEET WHERE DRAWN WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE W1-IS. WELDED HEAD STUD SPRINKLER MAIN C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF NUMBER - REFER ;i'y ', BATT INSULATION Project Number 02016063.01 C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT BUILDING SECTION TO SCHEDULE 1 x., 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 EXISTING CONSTRUCTION TO REMAIN CMU CONCRETE MASONRY UNIT GALV. GALVANIZED ITL. METAL BY OWNER Y.D. YARD DRAIN 6 EQUIPMENT MARK / WOOD BLOCKING �� PROPERTY LINE SHOWN LIGHT BACKGROUND COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED A3.01 EQUIPMENTi_ �m F-Y( .'_ FINISHED WOOD CONC. CONCRETE GB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR SHEET WHERE DRAWN NUMBER- REFER Computer File G-1.1.DWG W 0 CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED TO SCHEDULE FENCE -ii:' ACOUSTICAL TILE CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR EXTERIOR ELEVATION CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE DETAIL IDENTIFICATION ROOM MARK X X X /%; STEEL Scale AS NOTED C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL 8 ROOM+-ROOM NAME EXISTING CONSTRUCTION TO BE •.,,,- ALUMINUM DRAWN 100 BREAKLINE DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD A3.02 SHEET WHERE }� ROOM NUMBER REMOVED SHOWN DASHED ie::.. E.I.F.S. Template 4.3 (1201011 DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL - - J - D.F. DRINKING FOUNTAIN HTR. HEATER PTN, PARTITION STRUCT. STRUCTURE, STRUCTURAL �} SOUND INSULATION All ideas, designs, arrangements, and plans indicated or D.S. DOWNSPOUT HVAC HEATING, VENTILATION,AND PERP. PERPENDICULAR SUSP, SUSPENDED INTERIOR ELEVATION �L� COLUMN GRIDS represented by this drawing are owned by and the properly of DWG. DRAINING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM WALL TYPE MARK DETAIL IDENTIFICATION smith co. lIc and were created, evolved, and developed EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP / for use on and in connection with the specified project. None of E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST 5.03 6 WALL TYPE such ideas, designs, arrangements or plans shall be used E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY B FE FIRE EXTINGUISHER by or disclosed to any person, firm, or corporation for any FINISH SYSTEM JT.IJTS. JOINT,JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SHEET WHERE DRAWN X- NOTE purpose whatsoever without the written permission of smith co. llc. G. 1 it STAIRS C O M M U N I CATIONS EXCEPTION: VISUAL CHARACTERS INDICATING ELEVATOR CAR SIGNAGE CONTROLS SHALL NOT BE REQUIRED TO COMPLY. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE; SCRIPT, HIGHLY DECORATIVE OR OF STAIR NOTES: L ►: RARY OTHER UNUSUAL FORMS. THE UPPERCASE LETTER "I" PICTOGRAMS AND THEIR 1. STAIR LIGHTING FOR INTERIOR STAIRWAYS SHALL PROVIDE 10 FOOT-CANDLES OF LUMINANCE ALARMS GENERAL NOTES: \ • SHALL BE USED TO FIELDS SHALL HAVE A C (10IAL MEASURED AT THE CENTER OF TREAD SURFACES & ON LANDING SURFACES WITHIN 24" OF ACCESSIBLE AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES SHALL BE INSTALLED IN • DETERMINE THE ALLOWABLE NONGLARE FINISH. ACCORDANCE WITH NFPA 72 LISTED IN SECTION 105.2.2, BE POWERED BY A COMMERCIAL LIGHT AND HEIGHT OF ALL CHARACTERS PICTOGRAMS SHALL NOSING. CONTRAST WITH THEIR FIELDS, 2. LIGHTING CONTROLS, IF PROVIDED, SHALL HAVE OCCUPANCY-SENSING AUTOMATIC CONTROLS & POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISES ELECTRICAL OF A FONT. .\ 8 5 -_____-/ CONTRAST MEETS THE REQUIRED FOOT-CANDLE REQUIREMENTS @ THE ENTRANCE LANDING, EACH STAIR SYSTEM,AND BE PERMANENTLY INSTALLED. SEE SHEET A0.02 FOR LOCATIONS. - - N` � WITH EITHER A LIGHT THE UPPERCASE LETTER "0" - ` ' PICTOGRAM ON A DARK FIELD FLIGHT ADJACENT TO THE ENTRANCE LANDING & ON THE LANDING ABOVE & BELOW THE SHALL BE USED TOOR A DARK PICTOGRAM ON A ENTRANCE LANDING PRIOR TO ANY STEP BEING USED. LIGHT FIELD. 3. STAIR LEVEL IDENTIFICATION SIGNS SHALL BE IN TACTILE CHARACTERS COMPLYING WITH DETERMINE THE ALLOWABLE • z WIDTH OF ALL CHARACTERS. SIGNAGE REQUIREMENTS. SIGNAGE SHALL BE LOCATED AT EACH FLOOR LANDING IN ALL x THE WIDTH OF THE ! • WHERE TEXT DESCRIPTORS ENCLOSED STAIRWAYS ADJACENT TO THE DOOR LEADING FROM THE STAIRWELL INTO THE a FOR PICTOGRAMS ARE UPPERCASE LETTER "0" OF CORRIDOR. THE EXIT DISCHARGE DOOR SHALL HAVE A TACTILE SIGN STATING "EXIT" u1 REQUIRED. THEY SHALL BE O N THE FONT SHALT. BE 55 - - 1- PERCENT MINIMUM AND 110 LOCATED DIRECTLY BELOW BakeryCafe Z PERCENT MAXIMUM OF THE THE PICTOGRAM FIELD. TEXT ALARMS - GENERAL o_ HEIGHT OF THE UPPERCASE DESCRIPTIONS SHALL COMPLY 8 5 C L, "I" OF THE FONT. WITH SECTIONS 703.3 AND ) SCALE: N.T.S. ICC A117,1-2009 703.4 SECTION 407 SPACING SHALL BE 9751 S W Washington Sq Rd MEASURED BETWEEN THE s` BRAILLE SHALL NOT BE TWO CLOSEST POINTS OF 1'/IEN LOCATED IN THE PICTOGRAM Space D41 ADJACENT CHARACTERS FIELD. Li: 1-1-1 WITHIN A MESSAGE. SPACING Portland, OR 97223 • ¢ BETWEEN INDIVIDUAL z,'I- CHARACTERS SHALL BE 10 • w PERCENT MINIMUM AND 35 6 w PERCENT MAXIMUM OF THE CHARACTERS AND THIER BACKGROUND SHALL HAVE A ."1-` CHARACTER HEIGHT. . NONGLARE FINISH. CI-IARATERS SHALL CONTRAST WITH N Inilith c 0 THIER BACKGROUND. 1725 westlake avenue n suite 210 CHARACTER DIMENSIONS_ r PICTOGRAM FIELD seattle, washington 98109 1 206.838.5485 p _)' 4 SCALE: 1-112"= 1'-0" ICC A117.1-2009 "J SCALE: 6"= 1'-0" ICC A117.1-2009 206.713.4076 m SECTION 703 SECTION 703 206.464.0700 f s 11" MIN BRAILLE DIMENSIONS ksmith@smithco.org TYP .f. I • DOT BASE DIAMETER 0.059 TO 0.063 http://www.smithco.org/ z• MAXDISTANCE BETWEEN TWO DOTS IN THE SAME 0.090 TO 0.100 F.._ ga \) 1 114" MIN. - 2" MAX. CELL R=112" MDISTANCE BETWEEN CORRESPONDING DOTS IN 0.241 TO 0.300 P OR 2"X4E 4.8", PERIMETEADJACENT CELLS Consultant �, ( R FOR \ NON-CIRCULAR DOT HEIGHT 0.025 TO 0.037 - 30° MAX. CROSS SECTION DISTANCE BEWWEEN CORRESPONDING DOTS 0.395 TO.0400 FROM ONE CELL DIRECTLY BELOW VERTICAL RISER ANGLED RISER y1 112" DISTANCE BETWEEN DOTS IN 1-1/2" MAX j, 1-112" MAX / DISTANCE BETWEENADJACENT CELLS 1 f 1 /i 1 TOP OF RAIL 34" 38" 0_ DOTS IN THE SAME CELL � A.F. SURFACE OF I, CURVED BEVELED \ - _ RAMP, STAIR NOSING I } - SINGLE BRAILLE CELL VISUAL CHARACTER HEIGHT /OR WALKING SURFACE -\)( / HEIGHT ABOVE FLOOR TO HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER 1 DISTANCE BETWEEN DOTS IN 1 • 01 BASELINE OF CHARACTER HEIGHT THE SAME CELL \ • • I 00 LESS THAN 6 FEET 518 INCH CURVED NOSING BEVELED NOSING _.-" * 0 0 0 c 0 DISTANCE BETWEEN ` J 40 INCHES TO LESS THAN OR 6 FEET AND GREATER 5/8 INCH, PLUS 1/8 INCH PER Consultant Registration Architect Registration CORRESPONDING DOTS BLANK CELL SPACE BETWEEN EQUAL TO 70 INCHES FOOT OF VIEWING NOTES: FROM ONE CELL DIRECTLY DISTANCE ABOVE 6 FEET 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHT&TREAD DEPTH TYP WORDS 2. OPEN RISER SHALL NOT BE PERMITTED BELOW --� / r 1�' LESS THAN 15 FEET 2 INCHES 3. PROVIDE HANDRAILS BOTH SIDES `% • 0 1 0 0 1 0`0) RAISED DOT GREATER THAN 701NCHE5 15 FEET AND GREATER 2 INCHES, PLUS 1/8 INCH � 4. THE LEADING 2" OF EACH TREAD SHALL HAVE VISUAL CONTRAST FROM THE REMAINDER OF THE • • 1 0 0 1 • I TO LESS THAN OR EQUAL TO PER FOOT OF VIEWING cc, '�I�0 TREAD DOT DIAMETER • 0 l 0 0 ) 002" NO RAISED DOT 120 INCHES DISTANCE ABOVE 15 FEET S� ��. 5. STAIR TREADS SHALL COMPLY WITH ALL FLOOR SURFACE REQUIREMENTS 0 KETIFI IL asirm 0 6. STAIR TREADS & LANDING SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE NOTES: LESS THAN 21 FEET 3 INCHES 92 ACCUMULATION OF WATER. 1. GRIPPING SURFACES SHALL BE CONTINUOUS, W/O INTERRUPTION BY NEWEL POSTS, OTHER 59 CONSTRUCTION ELEMENTS OR OBSTRUCTIONS GREATER THAN 120 INCHES 21 FEET AND GREATER 3 INCHES, PLUS 1/8 INCH PER FOOT OF VIEWING ,�., DISTANCE ABOVE 21 FEET 3SEA TLE, WA k. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS ®�®1'�� OR ACRONYMS. STAIR DETAILS - HANDRAILS CHARACTER DIMENSIONSCHARACTER DIMENSION TABLE 1 1SCALE: 1"= 1'-0" ICC A117.1-2009 SCALE: 3"= 1'-0" ICC A117.1-2009 SCALE: 1-1/2"= 1'-0" ICC A117.1-2009 SCALE: 1-1/2"= 1'-0" ICC A1171-2009 Issues and Revisions ..______,/ SECTION 504 SECTION 505 SECTION 703 SECTION 703 No. Date Issues By Check 1 02.14.19 PERMIT SET KLS ""X=TREAD DEPTH OR 12" PER IBC 0.11111 X X" 12" / (' 1✓ VIN MIN. ■ ■ ■ ■ ■ r AREA OF ■ ■ ■ ■ ■ ■ ■ ■ ■ "� CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NONGLARE FINISH. - Ir CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A INTERNATIONAL SYMBOL OF INTERNATIONAL SYMBOL (a) BOTTOM HANDRAIL EXTENSION (b) TOP HANDRAIL EXTENSION DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. VOLUMN CONTROLLED TELEPHONES OF TTY cC AT STAIR AT STAIR pIn U Ilk O r � , -- Q m a - 3/8" MIN. - Z F-- 1 I l I D H 0 v' .:. :. ._ _�_- 'NI ... 3/8" MIN. L - _ L - 1 z ? 1 I'18 NOTES: x 2 o MIN. Project Name 85°C Bakery Cafe - USA 1. HANDRAILS SHALL EXTEND BEYOND & IN THE �- a_ z - -_,� 12"� SAME DIRECTION OF STAIR FLIGHTS & RAMP io 2 a LATCH SIDE DOUBLE DOOR INACTIVE 12" / RUNS. a o D a SIDEilii Project Number 02016063.01 MIN. 2. EXTENSIONS SHALL RETURN TOA WALL, Description CODE NOTES GUARD, OR THE LANDING SURFACE, OR SHALL Z m BE CONTINUOUS TO THE HANDRAIL OF AN INTERNATIONAL SYMBOL OF INTERNATIONAL SYMBOL OF 1. ADJACENT STAIR FLIGHT OR RAMP RUN. - r r - r ASSISTED LISTENING ACCESSIBILITY Computer File G-1.2.DWG I 1 I f�-- = FINISHED FLOOR L - -1 1. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NONGLARE FINISH. NO ROOM DOUBLE DOOR DOUBLE 2. SHALL CONTRAST WITH THEIR BACKGROUNDS, WITH EITHER A LIGHT SYMBOL ON A DARK Scale AS NOTED ---- SWING BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. (c) TOP & BOTTOM HANDRAIL EXTENSION AT RAMPS Template 4.3 (12010 ; HANDRAILS ___ ;% POSITION OF BRAILLE �-j, TACTILE SIGN @DOOR �, SYMBOLS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of ..�� r� nn �+ smith co. Ilc and were created, evolved, and developed \\ L SCALE: 112"= 1'-0" ICG A117.i-2009 a SCALE: 114"= 1'-0" ICC A117.1 2009 6 SCALE: 114"= 1'-0" ICC A117.1 2009 SCALE: SCALE: N.T.S. ICC A117.1 2009 �� for use on and in connection with the specified project. None of SECTION 505 SECTION 703 SECTION 703 SECTION 703 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. Ilc. G- 1 . 2 COMMON AREA NOTES I=QEQ - - - 1. THE REQUIREMENT FOR KNEE AND TOE CLEARANCES SHALL f PLUMBING FIXTURES 60" MIN 60" MIN __ NOT APPLY TO MORE THAN ONE BOWL OF A MULTIBOWL SINK t -. _ dli CLEAR -I' CLEAR "le 2. A PARALLEL APPROACH SHALL BE PERMITTED AT WET BARS 3. WHERE ENHANCED REACH RANGE IS REQUIRED @ LAV.S, 85°all A ' ' I ` IFAUCETS & SOAP DISPENSERS CONTROLS SHALL HAVE A ://////// REACH DEPTH OF 11" MAX OR ACTIVATED W/IN 11" IF z .>,,c<, TOILET&BATHROOM NOTES: • AUTOMATIC • ;////; r ' 6, 1. TURNING SPACES SHALL BE PROVIDED WITHIN THE ROOM. SEE GENERAL ACCESSIBILITY NOTES. v o 1 2, CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES AND TURNING SPACES MAY OVERLAP. • cECC \ /11" MAX `` 3. DOORS SHALL NOT SWING INTO CLEAR FLOOR SPACE OR CLEARANCES FOR ANY FIXTURE. II/ 4. PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE Z I ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, THE TURNING SPACE AND GRAB BARS z i • z 0 p a , COAT HOOK: LOCATE FLOW I ASSOCIATED WITH THE WATER CLOSET SHALL BE PERMITTED WITHIN THE REQUIRED CLEAR ; O w a WITHIN ONE OF THE SPACE FOR THE WATER CLOSET. 0 Q u°-, 0 I- ' - • 2 w x REACH RANGES. SEE WALL-HUNG W/C Lr, FLOOR MOUNTED W/C p m I- w Q 5. WATER CLOSET SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. Q • u_ O Lu o v U W - GENERAL ADA NOTES. Ilk X11" MAX 30"x48" CLR FLR 6. TOILET PAPER DISPENSERS SHALL NOT BE LOCATED BEHIND THE GRAB BARS. QI. ,_ , , ~ Lii �,� IN k WATER SPACE 7. TOILET PAPER DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR DO NOT ALLOW Bakeryofe w w FLOW CONTINUOUS PAPER FLOW. o g8. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO --� �r w _ ; \ BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REQ.'D GRAB BAR, I "� 1---- -HAND-OPERATED METERING FAUCETS SHALL THAT GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE [� -� i�J \ \ , 1 _� ,L ti` REMAIN OPEN FOR 10 SECONDS MIN TOILET AREA. 9 751 SW Washington Sq Rd MIRROR MIRROR COAT HOOKS & SHELVING 8 \ 9. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH AT LAVATORY, SINK OR COUNTER I OPERABLE PART REQUIREMENTS. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE Space DO I I KN-E '1 �- Q -WATER SUPPLY AND DRAIN- OF THE W.C. •OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS 04 cL€A 2 PIPES SHALL BE INSULATED OR OTHERWISE 10.IN AMBULATORY ACCESSIBLE COMPARTMENTS, FLUSH CONTROLS SHALL BE PERMITTED ON Portland OR 97223 1. TOILET COMPARTMENT DOORS & HARDWARE SHALL COMPLY WITH ACCESSIBLE DOOR & SHALL COMPLY WITH THE TABLE BELOW IF�_01- S v CONFIGURED TO PROTECT AGAINST CONTACT. EITHER SIDE OF THE WATER CLOSET. DOORWAY REQUIREMENTS EXCEPT IF THE APPROACH IS TO THE LATCH SIDE OF THE MAXIMUM REACH 2 5 6 9 11 =.:� \ r-- M 11.TOILET & BATHING ROOMS FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE COMPARTMENT DOOR. .5 INCH �� I N OFFICE & NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED THE FOLLOWING: DEPTH INCHES INCHES INCHES INCHES INCHES \41.0 - \ 2. THE DOOR SHALL BE SELF-CLOSING - 1"r A. DOORS MAY SWING INTO THE CLEAR FLOOR SPACE, PROVIDED THE SWING OF THE 3. A DOOR PULL COMPLYING WITH ACCESSIBLE HARDWARE REQUIREMENTS SHALL BE PLACES ON MAXIMUM REACH 48 48 42 40 36 34 • 11�...... ....._f, _„I I TOE Z DOOR CAN BE REVERSED TO MEET NOTE 3 REQUIREMENTSh BOTH SIDES OF THE DOOR NEAR THE LATCH HEIGHT INCHES INCHES INCHES INCHES INCHES INCHESammia, ii} I CLEAR ��- - -THERE SHALL BE NO SHARP OR ABRASIVE B. DOORS MAY SWING INTO THE CLEAR FLOOR SPACE IF THERE IS A 30"x 48" CLEAR "lit CO 4. DOORS SHALL NOT SWING INTO THE REQUIRED MIN AREA OF THE COMPARTMENT \ \ \ SURFACE UNDER LAV OR SINK FLOOR SPACE WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. I 11" 6" j, C. ARE NOT REQUIRED TO MEET WATER CLOSET SEAT HEIGHT REQUIREMENTS 1725 westlake avenue n 1 MIN 1 MAX D. GRAB BARS ARE NOT REQUIRED PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN suite 210 TYPICAL NOTES & CLEAR FLOOR SPACE REQ'S WALLS AND LOCATED SO AS TO PERMIT TYPICAL GRAB BAR INSTALLATION. seattle, washington 98109 ACCESSIBLE COMPARTMENTS -\, MISC. BATHROOM FIXTURES ) LAVATORIES AND SINKS E. KNEE &TOE REQUIREMENTS AT LAVATORIES ARE NOT REQUIRED F. HEIGHT REQUIREMENTS FOR THE TOP OF LAVATORIES IS NOT REQUIRED. 206.838.5485 p 10 SCALE: 112"= 1'-0" ICC A1171-2009 7) SCALE: 112"= 1'-0" ICC A117.1-2009 i SCALE: 314" = 1'-0" ICC A117.1-2009 G. GRAB BARS AT SHOWER COMPARTMENTS ARE NOT REQUIRED TO BE INSTALLED 206.713.4076 m SECTION 806 PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO 206.464.0700 f PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SHOWER COMPARTMENT REQUIREMENTS. ksmith@smithco.org NOTES: 12.LAVATORIES& SINKS http://www.smithco.org/ 1. ACCESSIBLE DRINKING FOUNTAINS SHALL COMPLY W/CLEAR I A. A PARALLEL APPROACH COMPLYING WITH CLEAR SPACE REQUIREMENTS SHALL BE FLOOR SPACE, KNEE &TOE CLEARANCES, REACH AND �` l • PERMITTED TO A KITCHEN SINK 1N A SPACE WHERE A COOK TOP OR CONVENTIONAL CLR FLR SPACE , RANGE IS NOT PROVIDED 60" MIN CLEAR PROTRUDING OBJECTS REQUIREMENTS. SEE GENERAL ADA p Consultant / NOTES w / 13.A PERMANENT SEAT AT THE HEAD END OF THE BATHTUB OR A REMOVABLE IN-TUB SEAT 2. DRINKING FOUNTAINS FOR STANDING PERSONS NEED NOT O SHALL BE PROVIDED SEATS SHALL COMPLY WITH TUB & SHOWER "SEAT" REQUIREMENTS v 16"MIN / COMPLY ` n 14.SEAT STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR 18"MAX 3. FOUNTAINS PRIMARILY FOR CHILDREN'S USE WHERE THE a l u MATERIALS USED WHERE A VERT, OR HORIZ, FORCE OF 250 LBS IS APPLIED AT ANY POINT ON SPOUT IS 30" MAX AFF& PARALLEL APPROACH IS PERMITTED.w - THE SEAT, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE _ 4. PROVIDE WATER FLOW OF 4" MIN HIGH. ANGLE OF THE WATER -- __ - 011 30"x48" CLR FLOOR SPACE - 15.SHOWERS: I _ T- I� ` STREAM FROM SPOUTS LESS THAN 3-1/2"TO FRONT SHALL BE AT 30° \ FORWARD APPROACH A. GRAB BARS SHALL COMPLY W/TOILET & BATHING ROOM GRAB BAR REQUIREMENTS MAX, BETWEEN 3-112" TO 5" SHALL BE 15° MAX MEASURED : WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZ. GRAB BARS SHALL BE HORIZONTALLY FROM FRONT FACE. �t 15 i INSTALLED AT THE SAME HEIGHT ABOVE THE FLOOR 1 AA). MIN L-FLUSH CONTROLS SHALL BE HAND OPERATED B. A HAND SHOWER W/A HOSE 59" MIN IN LENGTH, THAT CAN BE USED BOTH AS A FIXED r� OR AUTOMATIC &SHALL COMPLY WITH SHOWER HEAD AND AS A HAND SHOWER, SHALL BE PROVIDED. THE HAND SHOWER FORWARD APPROACHSHALL HAVE A CONTROL W/A NON POSITIVE SHUTOFF FEATURE. AN OPERABLE PART REQUIREMENTS ADJUSTABLE-HEIGHT SHOWER HEAD MOUNTED ON A VERTICAL BAR SHALL BE U INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. Z a. EXCEPTION: A FIXED SHOWER HEAD SHALL BE PERMITTED IN LIEU OF A HAND m r CLR FLR SPACE SHOWER WHERE THE COOPING PROVISIONS OF THE ADMINISTRATIVE AUTHORITY "' REQUIRE A FIXED SHOWER HEAD SIDE WALL OR 0C. THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENT SHALL BE 1/2" MAX IN HEIGHT Consultant Registration Architect Registration PARTITION w I IN ACCORDANCE WITH LEVEL CHANGE REQUIREMENTS. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2" MAX. IN HEIGHT SHALL BE BEVELED, ROUNDED, OR L _ \ b ° VERTICAL \ t I ----11-2 , \ b. EXCEPTION: IN EXISTING FACILITIES, IN TRANSFER TYPE SHOWER COMPARTMENTS WHERE PROVISION OF A THRESHOLD 112" IN HEIGHT WOULD A�y� OTHER FIXTURES NOT ALLOWED 3 1/2" MAX DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB, A THRESHOLD WITHIN THIS AREA. SEE NOTE 4 x c \ w _� 2" MAX IN HEIGHT SHALL BE PERMITTED y� ��y z I I I ) 2 `6 D. SHOWER COMPARTMENT ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT 0 KEITH L. SEi E z OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER ACCESSIBLE WATER M Z z 5992 O CLOSET v < U x -\ SEATS. z Cl) D' < u_ a. SHOWERS SHALL DELIVER WATER THAT IS 120°F (49°C) MAX. -- cC a a \ 3SEATrILE, WA,, p co PARALLEL APPROACH co LL PERMITTED IN EXISTING BUILDINGS OR FOR iNs REPLACEMENTS FOR EXISTING FOUNTAINS ONLY ©F 0'4* WALL HUNG TYPE PLAN -\ --\ r WATER CLOSETS - TYPICAL -- DRINKING FOUNTAINS _ 5 URINALS SCALE: 1/2" = 1-0" ICC A117.1-2009 �� / SCALE: 1/2" = 1'-0" ICC A117.1-2009 SCALE: 3/4"= 1'-0" ICC A117.1-2009 Issues and Revisions SECTION 602 SECTION 605 No. Date Issues By Check NOTE: NOTES: 02.1 4.19 PERMIT SET KLS *'"REAR GRAB BAR IS PERMITTED TO BE 24" WHERE WALL SPACE DOES NOT PERMIT 36" MIN LENGTH DUE (2 IJ 1. THE SPACE BETWEEN GRAB BARS &SHOWER CONTROLS, SHOWER FITTINGS & OTHER GRAB BARS TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE W.C. I I GRAB BARS SHALL COMPLY ABOVE SHALL BE PERMITTED TO BE 1-1/2" MIN WITH TYPICAL WIC GRAB 2. SWING-UP GRAB BARS ARE NOT REQUIRED TO COMPLY WITH REQUIREMENTS FOR PROJECTING PARTITION - /J 0_ l BAR REQUIREMENTS OBJECTS r 3. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERT. OR HORIZ. FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR / 54" MIN. / 6" I SUPPORTING STRUCTURE ALTERNATE DOOR - / 39"MIN / MIN LOCATION ir - 42" MIN. 41"MAX s (1 , / - (z) \ 36" MIN 12" 42" \ / /, '' �� 1 / O� (24" MIN**) f MAX MIN / - Z I 6" 12" 24"MIN V/l////d G °' 1 • / / r� / U \ I \ '' 4 - PROJECTING OBJECTS NOT MIN (12" MIN"*) iv Z L_ __ __ __ ...._ __ __ __ __ - - �\ Q�Qq��O z ALLOWED WITHIN THIS AREA T.O. BAR (TYP.) T.O. BAR (TYP.) r z \ 4/ <0 l C____ \ TGj� !V iNi V OG '\ 7" MIN g ELEVATION ADULT 6" �� .r- - ---- ___ k_ ( N m 85°C BakeryCafe --- USA x - A"� MIN PLAN I J Q z Q co g 9" MAX a, _ - 1 112„ Project Name co M `' m M vi Z 71\ • 1 112" 2" Project Number 02016063.01 1. TOE CLR @ FRONT PARTITION IS NOT REQUIRED IN COMPARTMENT 4" Z 1 112" TOP OF BAR. in / Description CODE NOTES GREATER THAN 62" FOR WALL-HUNG WIC OR GREATER THAN 65" IN MAX. / 5 6 / / / / / 33"- 36"A. F. TO T.O. `;' \ \ \ \ N, DEPTH WITH A FLOOR-MOUNTED W/C. / Na. U GRIPPING SURFACE z x TOILET PAPER DISPENSER 2. TOE CLEAR @ SIDE PARTITION NOT REQUIRED IN COMPARTMENTS 2 2 GREATER THAN 66" IN WIDTH Computer File G 1 .3.DWG r- a> AREA OF ALLOWED OUTLET Ci OF DISPENSER 4,-�� COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR 2\ (EXCEPT @ VERT. GRAB - REAR WALL SIDE WALL RIGHT-HAND APPROACH TO THE W/CF N BARS & LOWER GRAB BAR r\ @ BATH TUB) Template 4.J (120101 ) ELEVATIONS TOE CLEARANCE DOOR &APPROACH REQ'S ACCESSIBLE TOILET OR BATHING FACILITY All ideas, designs, arrangements, and plans indicated or WATER CLOSETS - TYPICALACCESSIBLE COMPARTMENTS i---- ACCESSIBLE COMPARTMENTS GRAB BARS represented by this drawing are owned by and the property of g smith co. Ilc and were created, evolved, and developed 1 {SCALE: 1/2"= 1'-0" ICC A117.1-2009 SCALE: 1/2"= 1' 0"' ICC A117.1-2009 �� SCALE: 1/2" = V-0" ICC A117.1-2009 3) SCALE: 3" = 1'-0" ICC A117.1-2009 for use on and in connection with the specified project. None of SECTION 609 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. 11c. G. / 2 DOORWAYS NOTES: 1. EXCEPTIONS FOR DOOR SURFACES: (1) SLIDING DOORS, (2) TEMPERED GLASS DOORS WITHOUT STILES & HAVING A BOTTOM RAIL OR SHOE W/THE TOP LEADING EDGE TAPERED DOOR HARDWARE: AT NO LESS THAN 60° FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10" A. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAX IN HEIGHT. RAISED 85°'BOTTOM RAIL HEIGHT REQUIREMENT, (3) DOORS THAT DO NOT EXTEND TO WITHIN 10" OF THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH FLOORS THE FLOOR. SURFACE & LEVEL CHANGE REQUIREMENTS. THIS REQUIREMENT SHALL NOT APPLY TO 8 5 EXISTING OR ALTERED THRESHOLDS 3/4" MAX HIGH WITH A BEVELED EDGE EACH SIDE WITH A MAX SLOP OF 1:2 FOR THE HEIGHT EXCEEDING 1/4". B. OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP DOORS & SIDELITES ADJ, TO DOORS CONTAINING ONE WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING. PINCHING, OR TWISTING OF THE OR MORE GLAZING PANELS THAT PERMIT VIEWING WRIST TO OPERATE THROUGH THE PANELS SHALL HAVE THE BOTTOM OF C. OPERABLE PARTS SHALL BE MOUNTED 34" MIN/48" MAX AFF. AT LEAST ONE PANEL ON EITHER THE DOOR OR AN ADJ D. OPERATING HARDWARE FOR SLIDING DOORS SHALL BE EXPOSED & USABLE FROM BOTH SIDELITE 43" MAX ABOVE THE FLOOR. VISION LITES SIDES WHEN THE DOOR IS FULLY OPEN. W/THE LOWEST PART MORE THAN 66"AFF ARE NOT E. LOCKS USED ONLY FOR SECURITY& NOT USED FOR NORMAL OPERATION ARE PERMITTED IN 850C REQUIRED TO COMPLY. ANYO LOCATION. kCafe F. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN 90 DEG, THE TIME REQUIRED TO MOVE A DOOR TO AN OPEN POSITION OF 12 DEG SHALL BE 5 SECONDS MIN.. G. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN 70 DEG, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. H. FIRE MIN. OPENING ADMIN. AUTHORITY. \ THE DOOR SURFACE SHALL BE A SMOOTH SURFACE ON HE FORE FOR PUSHING, PULIORSLIDING OPEN OTHER DOORS SHALL BE5 LB. 9751 YV Washington Sq Rd THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE THIS DOES NOT APPLY TO FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE Space DO 1 DOOR, PARTS CREATING HORIZONTAL OR VERTICAL OTHER DEVISES THAT HOLD THE DOOR IN A CLOSED POSITION. x JOINTS IN SUCH SURFACES SHALL BE WITHIN 1/16" OF PO1�'lal?C�, OR 97223 THE SAME PLANE AS THE OTHER . / Q 2 CAVITIES CREATED BY ADDED KICK PLATES SHALL BE v CAPPED ,- • 1 11/alit It c 0 4, \ - 1725 westiake avenue n suite 210 DOOR SURFACES & VISION LITES seattle, Washington 98109 206.838.5485 p SCALE: 1/2" = V-0" ICC A117.1-2009 206.713.4076 m SECTION 404 206.464.0700 f NOTES: ksmith@smithco.org 1. THERE SHALL BE NO PROJECTIONS INTO CLEAR OPENING WIDTH LOWER THAN 34" ABOVE FLOOR. ` _ `' http://www.smithco.org/ PROJECTIONS INTO CLEAR OPENING WIDTH BETWEEN 34" & 80" A F.F. SHALL NOT EXCEED 4". .0' ' 7. 1 . 2. DOOR CLOSER AND STOPS SHALL BE PERMITTED TO BE 78" MIN. A.F.F. l 3. IN ALTERATIONS, A PROJECTION OF 5/8" MAX. INTO THE REQUIRED CLR. OPENING WIDTH SHALL BE EXTENSION .,x €i Consultant PERMITTED FOR THE LATCH SIDE STOPz_ i BEYOND LATCH = 0" a 4. ALL UNIT INTERIOR DOORS SHALL BE 1-3/8" THICK, UNLESS NOTED OTHERWISE. 1 2 2 • 5. ALL 2'-10" UNIT DOORS SHALL MEET THE BUILDING CODE REQUIREMENT OF 31-3/4"CLEAR PASSAGE7(..,631' LATCH IF NO CLOSER & So 00 12" � l WHEN OPEN 90°. 3/8" DOOR STOPS ARE RECOMMENDED TO ACHIEVE CLEARANCE. I Nr1 MIN. Lc)i 5.1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL BUILD A COMPLIANT MOCK-UP _ I y 42" MIN. / L5.2. PRIOR TO OCCUPANCY, CONTRACTOR SHALL FIELD VERIFY THAT EVERY 2'-10" DOOR MEETS CLEARANCE REQUIREMENT. - — - r' 32" MIN ' 32" MIN EXTENSION BEYOND ---1 • oF_______,I — CLR f CLR �' 12" EXTENSION BEYOND STRIKE REQUIRED LATCH REQUIRED IF IF BOTH CLOSER AND HINGE APPROACH - _ FRONT APPROACH - CLOSER & LATCH ARE LATCH ARE PROVIDED ` PULL SIDE p4 tc)SLIDING DOOR PUSH SIDE PROVIDED o Jk ,,L 32"MIN FRONT APPROACH CLR _PUSH SIDE W/BOTH z_ ,r-j ujl' ri+ • CLOSER & LATCH II17> 1 N = l Consultant Registration Architect Registration (d) FOLDING DOOR V 1 , 22" MIN. f 12" . (a) HINGED DOOR `� i 4 31-3/4" � (0 j �� * --Li CLR. MIN. - �, 36"MIN. ....ticezh, 36" MIN � �+ m t, l � �'�,� i' N CLR yQ 18" 48 MIN REQUIRED IF _ — .��o � �� ,� n X �' BOTH GLOSER AND - MIN. LATCH ARE PROVIDED 592 (b) DOORWAYS W/O DOORS HINGE APPROACH:- b PULL SIDE S, WA HINGE APPROACH (e) UNIT INTERIOR DOOR FRONT APPROACH - PUSH SIDE PULL SIDE SEE NOTES 4 & 5 ®�07# DOORS & DOORWAYS (5 'HDOORS & DOORWAYS DOORS & DOORWAYS 8 SCALE: 3/8"= 1'-0" ICC A117.1-2009 SCALE: 318"= 1'-0" ICC A117.1-2009 SCALE: 318" = 1'-0" ICC A117.1-2009 Issues and Revisions SECTION 404 SECTION 404 SECTION 404 No. Date Issues By Check 60" MIN. 1 02.14.19 PERMIT SET -• -• -16-f- 48" MIN REQUIRED IF ,jL CLOSER IS PROVIDED '< 1 'Or -__ii— ' z Z T ` y • z r-1C Z , iNi 1=> _____ (ITC' m r = y 24"MIN. • n cc cc MP 01111+ o ,, Q � zw ¢ zz � � 32" MIN. CLR. \ � � ` -- kN � 0 065 N a O M '\ LATCH APPROACH - v ( )T (1) FRONT (2) (S) & PUSH SIDE (2) SIDE FOLDING (F) -,--. _ APPROACH APPROACH z 1. 54" MIN REQUIRED IF DOOR48" MIN. —. IC CLOSER IS PROVIDED 'f WIDTH 1,, '< 1 1 1 60" MIN. 1 1 � , Project Name 85°C Bakery Cafe — USA Z Z i r \\ z. f r I z N N r-h Project Number 02016063.01 24" MIN. 1, �, �■ MIN. I Z \ . oi _ " Description CODE NOTES f. 24 MIN ° - I - — — ❑ t �.__. L o —. m Computer File G-1 .4.D WG 32" CLEAR �, ,jr, 32" CLEAR -- MIN. MIN. I . I ,.., (4) STOP OR LATCH (5) POCKET OR HINGE LATCH APPROACH- Scale AS NOTED ' PULL SIDE APPROACH S & F APPROACH S & F _ I ,g Template 4.3 (120101) DOORS & DOORWAYSE?". DOORS & DOORWAYS DOORS & DOORWAYS 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 9 SCALE: 3/8" = 1'-0" ICC A117.1-2009 SCALE: 3/8" = 1'-0" ICC A117.1-2009 SCALE: 3/8"= 1'-0" ICC A117.1-2009 for use on and in connection with the specified project. None of SECTION 404 SECTION 404 SECTION 404 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. 11c. G- 1 . 4 GENERAL REQUIREMENTS GENERAL NOTES ti 1. ROUTES SHALL BE A MINIMUM OF 36" ON INTERIOR ROUTES AND 44" ON EXTERIOR ROUTES AND BE FREE OF ALL OBJECTS THAT PROTRUDE MORE THAN 4" INTO THE ROUTE BETWEEN 27"AFF AND 80" SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, AFF, INCLUDING FIRE EXTINGUISHER CABINETS, MAILBOXES, WALL-MOUNTED TELEVISIONS, DRINKING O CLEARANCE AT AN ELEMENTS, OR A TURNING SPACE AS PROVIDED BELOW.ADDITIONAL SPACE BEYOND 1t .,- FOUNTAINS, ETC. 8 5 KNEE AND TOE CLEARANCE SHALL BE PE MITTED BENEATH ELEMENTS. m co 2. ALL ACCESSIBLE RAMPS SHALL HAVE MAXIMUM SLOPES OF 1:12 ALONG THE SLOPED SURFACE. E" z 6p 8" I Q ( ) ] MSN 3. ALL PUBLIC EXTERIOR DOOR FORCES SHALL MEET 10 POUNDS OF FORCE OR LESS; INTERIOR DOOR o FORCES SHALL MEET 5 POUNDS OR LESS; OR COMPLY WITH CURRENT CODES. INTERIOR DOOR { MIN I 17" MIN �� ..qh _ 1 z / HARDWARE IN ALL CONDITIONS (EXCLUDING NON-PUBLIC AREAS) SHALL BE EASILY USABLE WITH ONE r�\�,F HAND AND NOT REQUIRE TIGHT GRIPPING OR TWISTING. 25" MAX ..e z D y - / l •. „-, z ` 01 4. NOTE USED. '- 2 , (4ilf . 41 41 tIt 1161:1 ■. Oh I ow i - _ I 5. DOORS ON AN ACCESSIBLE ROUTE, UNIT ENTRY/EXTERIOR DOORS AND TYPE A INTERIOR DOORS 1 I L + + \-4, MUST HAVE ACCESSIBLE MANEUVERING CLEARANCE ON EACH SIDE OF THE DOOR PER 2009 ICC/ANSI Bakery C KNEE= UNOBSTRUCTED FORWARD REACH 8 5°C z 1 ELVA I \ [-- -- - - -.-_ I I 12" I 36" MIN I 12" A117.1 SECTION 404. TYPE B UNIT INTERIOR DOORS ARE NOT REQUIRED TO HAVE MANEUVERING TOE CLEARANCE- PLAN , . MIN �� .r MIN .� CIRCULAR TURNING SPACE CLEARANCE AT DOORS r- -J0 I 7 60" MIN �' � --- � 6. EXTERIOR DOOR THRESHOLDS IN TYPE A UNITS, AND COMMON AREAS SHALL BE ACCESSIBLE UP TO A g 751 SUV Washington Sq Rd z F� -- - - - �� \ _ �`� MAXIMUM OF 1/2, BEVELED 1:2, FOR SWING DOORS AND UP TO 3/4" FOR SLIDING DOORS. EXTERIOR o� TOE it I y^- y_ 1 T-SHAPED TURNING SPACE DOOR THRESHOLDS IN TYPE B UNITS SHALL BE ACCESSIBLE UP TO A MAXIMUM OF 1/2", BEVELED 1:2, Icr I j�i� r�-" FOR SWING DOORS AND UP TO 314" FOR SLIDING DOORS. TYPE B UNIT DECKS AND BALCONIES WITH Space DO 1 'N \ I I li IMPERVIOUS SURFACES MAY HAVE A TRANSITION OF UP TO 4" DROP FROM THE INTERIOR UNIT LEVEL r �,f 6" 11" j �� NOTES: TO THE DECK AND BE DESIGNED TO ALLOW A RAISED PLATFORM TO BE INSTALLED IN THE FUTURE. Portland, OR 97223 ie I x �� 1 iir Z 25"MAX , ' 1. FLOOR SURFACES OF A TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48, ASSOCIATED GUARD HEIGHT TO BE EXTENDED TO 42"AFF AS APPLICABLE. MAX MIN / / G - 20" l 20"TO 2 TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES 4 / - d�� f `v a 25" MAX ice` ' 3. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO THE TURNING 7. PROVIDE LEVEL LANDINGS AT ALL EXTERIOR ENTRANCE DOORS TO THE BUILDING, INCLUDING RETAIL TOE/KNEE o MAX _ �� v a N SPACES. SPACES, FROM THE SIDEWALK OF AT LEAST 60"X 60"THAT PROVIDE ACCESSIBLE MANEUVERING CLEARANCE , ELEVATION �� ` CLEARANCE ORIENTED TO THE ENTRANCE DOOR. Millith C 0 0 ' * ?%., - \" `� � 8. FLOOR TEXTURES IN PUBLIC AREAS AND TYPE A DWELLING UNITS MUST BE FIRM, STABLE AND AL ; , (a) _4,�; (b) i1 \ SLIP-RESISTANT. 1725 westlake avenue n KNEE CLEARANCE - PLAN OBSTRUCTED FORWARD REACH suite 210 9. JOINTS BETWEEN EXTERIOR MATERIALS AND OPENINGS IN FLOOR SURFACES SHALL COMPLY WITH seethe, washington 98109 l KNEE & TOE CLEARANCES 7 REACH RANGES TURNING SPACE 2009 ICC/ANSIA117.1 SECTION 302. 206.838.5485 p 0----' 10. SIGNS THAT IDENTIFY PERMANENT ROOMS AND SPACES SHALL HAVE TACTILE, RAISED AND BRAILLE 206.713.4076 m I SCALE: 3/4" = 1-0" ICC A117.1-2009 \� SCALE: 1/2" = 1'-0" ICC A117.1-2009 ��;' SCALE: 1/2" = 1'-0" ICC ANSI.1-2009 CHARACTERS AND PICTOGRAMS. THESE SIGNS SHALL BE MOUNTED 60"AFF TO THE BOTTOM OF THE 206.464.0700 f SECTION 306 SECTION 308 SECTION 304 TOP MOST LETTERS AND NOT LESS THAN 48"AFF TO THE BOTTOM OF THE LOWEST LETTERS OR CHARACTERS. SIGN SHALL BE LOCATED ON THE LATCH SIDE OF THE DOOR, APPROXIMATELY 9" FROM ksmith@smithco.org THE JAMB. SEE 2009 ICC/ANSI A117.1 SECTION 703.3 FOR MORE DETAIL. http://www.5mithco.org/ \ 11. TRANSITIONS BETWEEN FLOOR MATERIALS SHALL BE LEVEL, VERTICAL UP TO 114" OR BEVELED 1:2 UP NOTE: EXISTING ELEMENTS SHALL BE PERMITTED AT I N TO 1/2". Consultant L\.'� 54" MAX ABOVE FINISHED FLOOR i w ¢ 12. TRASH DISPOSAL UNITS MUST BE ON AN ACCESSIBLE ROUTE, HAVE CONTROLS WITHIN THE REACH ""FOR CABINET MOUNTED FIRE EXTINGUISHERS, THE HIGHEST OPERABLE / Ili BUJ __ , w < ELEMENT SHALL ESTABLISH THE HEIGHT OF THE CABINET INSTALLATION. z I- z RANGE, HAVE A CLEAR FLOOR SPACE OF 30" X 48" FOR EITHER A FORWARD OR SIDE APPROACH TO x ALLOW USE OF THE DISPOSAL UNIT, CENTERED ON THE CONTROLS AND BE OPERABLE WITH ONE MAXIMUM OPERABLE ELEMENT= CENTER OF CABINET PULL OR CENTER Q l J - HAND AND SHALL NOT REQUIRE TIGHT PINCHING, GRASPING OR TWISTING. THE FORCE TO OPERATE OF FIRE EXTINGUISHER HANDLE - SHALL BE 48"AFF. MAXIMUM. 2 f oo OD 5o (f 111j 4. NOTE: ONE FULL, UNOBSTRUCTED 4 THE UNIT CONTROLS SHALL BE 5 POUNDS MAXIMUM. SIDE OF THE CLEAR FLOOR SPACE \ SHALL ADJOIN OR OVERLAP AN 13. NOT USED. FIRE ALARM PULL-___ - z 10" ACCESSIBLE ROUTE OR ADJOIN STATION MAX r ANOTHER CLEAR FLOOR SPACE 14. NOT USED. -\-\- 30" MIN 30" MIN 15. CENTER OF SURFACE MOUNT FIRE EXTINGUISHER HANDLE, CENTER OF FIRE EXTINGUISHER CABINET _ - _CENTER OF FIRE _ ,__ - \Q OF CABINET PULL UNOBSTRUCTED SIDE REACH ,� �' ,� PULL, AND CENTER OF CABINET PULL FOR CABINET MOUNTED FIRE EXTINGUISHER, TO BE MOUNTED AT 48"A.F.F, MAXIMUM. %� a EXINGUISHER OR CENTER OF FIRE FORWARD APPROACH FORWARD APPROACH HANDLE EXINGUISHER 10" 10"TO 16. ACTIVATING HANDLE OR LEVER OF MANUAL FIRE ALARM PULL STATIONS TO BE MOUNTED AT 48" jnomiL --- HANDLE** / / / A.F,F., MAXIMUM. MAX I 24" MAX ,� \ ` w Consultant Registration Architect Registration \ - \ _ w z = 17. COMMON AREA DOORS ALONG AN ACCESSIBLE ROUTE TO COMPLY WITH NOTES ABOVE AND HAVE A I z z MAX. THRESHOLD HEIGHT OF 112"WITH 1:2 BEVELS. Q Q ¢ \ ut �� v �� o O 18. NOT USED �}� x I I Sy O O O < I X < i A. ., - I o NErm L. SMITH t4 48" MIN./' k � 60" MIN. 5992 co M lift '' ItJ PARALLEL APPROACH PARALLEL APPROACH ; (a) (b) SEA E, WA ,. `. \ \ POSITION OF CLEAR MANEUVERING CLEARANCE `� 1 \ \ OBSTRUCTED SIDE REACH FLOOR SPACE IN AN ALCOVE79 OF Oi FIRE EXTINGUISHER & ALARM REACH RANGES Th._ CLEAR FLOOR SPACE Issues and Revisions 8 SCALE: 314"= 1'-0" ICC A117.1-2009 5 SCALE: 1/2"= 1'-0" ICC A117.1-2009 SCALE: 112" = l'-0" ICC A117.1-2009 -� SECTION 308 �- SECTION 308 SECTION 305 No. Date Issues By Check 4m 1 02.14.19 DERMIT SET KI_S , �-.� ie 4" MAX .- - i ---1 As-- - - - 4-1/2" MAX @ HANDRAILS - DR CLOSERS & DR STOPS a 2 0 ALLOWED 78" MIN AFF a z OF olik OBJECTS WITH LEADING EDGES iv MORE MORE THAN 27" UP TO 80"ABOVE O 2 x \ a FINISHED FLOOR, SHALL NOT 0 oT ^ PROTRUDE MORE THAN 4" o Q a '� HORIZONTALLY INTO THE C° b 'c- p �' , if ip CIRCULATION PATH. OBJECTS c z to z Al OVER 80" ABOVE FINISH FLOOR -- x DO NOT EFFECT THE ACCESSIBLE \ VI \ \ \ \ ,s \ FINISH FLOOR ROUTE. A. TOILET SEAT B. PAPER TOWEL DISPENSER/TRASH C. TOILET PAPER DISPENSER D. WOMEN'S SANITARY E. HOOK STRIP DISPENSER DISPOSAL z �� N . Ib b 2 iti o REQUIRED CLEAR Project Name 85°C Bakery Cafe - USA 11 I g = w WIDTH REQUIRED Project Number z • or a z� c=j REQUIRED FOR ACCESSIBLE Q02016063.01 / CLEAR ROUTES a Description CODE NOTES x 3a 00 � g ! Q O � 2 O0 Q 0 a. . u CIRULATION 0 7_ Tr Q M c� aoct 2 o < O / >< Zw I 6UJ � o o � 0w PATH o � lIFk `' Computer File � G-1 .5.DWG Oa- _ i_lb = Q � z wuJ M a_ o z ~ aZ 06MO N tJ1w % ‘ V Scale AS NOTED co iii \ •c .c ,` 0. FINISH FLOOR \ PROVIDE GUARD RAIL OR BARRIER WHERE ` F. ELECTRICAL PANEL G. ELECTRICAL OUTLETS & • VERTICAL CLEARANCE IS LESS THAN 80"AND Template 4.3 (120101 ) @ RESIDENTIAL UNITS SWITCHES OBJECT PROJECTS MORE THAN 4" FROM WALL SURFACE. All ideas, designs, arrangements, and plans indicated or ,-- ACCESSORIES AND CONTROLS ELEVATIONS ___, PROTRUDING OBJECTS represented by this drawing are owned by and the property of smith co. llc and were created, evolved, and developed �9 3 ;� for use on and in connection with the specified project. None of SCALE: 112"=1'-0" ICC A117.1-2009 SCALE: 1/2" = 1'-0" ICC A117.1-2009 such ideas, designs, arrangements or plans shall be used --- SECTION 307 by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 G- 1 . 5 BUILDING CODE REQUIREMENTS GENERAL REQUIREMENTS BUILDING CODE ANALYSIS o PROJECT 85°C Bakery Cafe-USA ItIO LOCATION 9585 SW Washington Square, Space D01,Tigard,OR 97223 USE GROUP CLASSIFICATION 300.0 PORTABLE FIRE EXTINGUISHERS 906 PLUMING FIXTURES 29023 8 5 PROJECT N0. A18-11I I USE GROUT' AREA 906.1 WHERE REQUIRED.PORTABLE FIRE EXTINGUISHERS SHALL BE REFER TO OCCUPANT LOAD TABLE FOR BASIS OF OCCUPANT LOAD AND THUS INSTALLED IN THE FOLLOWING LOCATIONS. PLUMBING FIXTURE REQUIREMENTS, JURISDICTION 1 Tigard,OR A2 DINING 585 SF A2-KITCHEN/SERVICE 1811 SF 1. IN GROUP A, B,E, F, H, I, M, R-1, R-2, R-4 AND S OCCUPANCIES. BUILDING CODE M MERCHANTILE 1114 SF A2 117 OCCUPANTS 20140regon Structural Specialty Code(OSSC) EXCEPTION: IN GROUP A, R AND F OCCUPANCIES EQUIPPED THROUGHOUT 58.51 GENDER a kery Cafe HANDICAP ACCESS A2 EXTERIOR PATIO 418 SF I WITH QUICK RESPONSE SPRINKLERS, PORTABLE FIRE EXTINGUISHERS MALE 850C A117.1-2009 I SHALL BE REQUIRED ONLY IN LOCATIONS SPECIFIED IN ITEMS 2 THROUGH 6. WATER CLOSETS REQUIRED 1 TOTAL BUILDING AREA I PROVIDED 1 4,000 SF I 2.WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT. PROJECT TYPE LAVATORIES REQUIRED 1 9753 SW Washington Sq. Rd. TENANT IMPROVEMENT 3. IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED PROVIDED 1 Space D02 BUILDING TOTAL 3,928 SF USED OR DISPENSED. 4.ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION, EXCEPT GROUP FEMALEWATER CLOSETS REQUIRED 1 Portland, OR 97223 R-3 OCCUPANCIES, IN ACCORDANCE WITH SECTION 1415.1 OF THE FIRE PROVIDED 1 CODE. LAVATORIES REQUIRED 1 GENERAL NOTES :faithc 5. WHERE REQUIRED BY THE EIRE CODE SECTIONS INDICATED IN TABLE PROVIDED 1 • .th • •i 906.1. DRINKING FOUNTAIN REQUIRED 0 1. VERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY 1725 westlake avenue n 6. SPECIAL HAZARD AREAS, INCLUDING BUT NOT LIMITED TO PROVIDED DISCREPANCIES BEFORE PROCEEDING WITH WORK. LABORATORIES, COMPUTER ROOMS AND GENERATOR ROOMS,WHERE suite 210 REQUIRED BY THE BUILDING OFFICIAL. seattle, washington 98109 2. ALL WORK SHALL CONFORM TO THE REQUIREMENT OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS,AS ANY OTHER GOVERNING AGENCIES HAVING 206.838.5485 p JURISDICTION WHETHER OR NOT SPECIFIED ON THE DRAWINGS. SERVICE SINKS REQUIRED 1 206.713.4076 m PROVIDED 1 206.464.0700 f 3, MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE JOB SITE. ksmith©smithco.org http:llwww.smithco.orgl 4. MAINTAIN A TELEPHONE WITH WORKING PHONE LINES THROUGHOUT THE EGRESS V ADTI-I 1005.0 PROGRESS OF THE WORK. Consultant 5. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. REQUIRED: 0.2 INCHESX126 OCCUPANTS=25.2 INCHESTOTAL REQUIRED 6. ERECT AND MAINTAIN,AS REQUIRED BY EXISTING FIELD CONDITIONS THROUGHOUT THE ENTIRE PROGRESS OF THE WORK,ALL SAFEGUARDS AND PROVIDED: BARRICADES FOR SAFETY INCLUDING POSTING WARNING SIGNS,ENFORCING SAFETY REGULATIONS AND PROTECTION OF PROPERTY. DOOR 4 36 INCHES DOOR 1 72 INCHES 7. ALL CONCEALED WOOD TO BE FIRE TREATED. 108 INCHES PROVIDED 8. CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FOR CLEARANCE OF DUCT-WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE EXIT ACCESS TRAVEL DISTANCE 1017.0 LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN AUTOMATIC FIRE SUPPRESSION SYSTEM WRITING BEFORE PROCEEDING WITH THE WORK. ALLOWABLE LENGTH OF EXIT 9. PRIOR TO CLOSING OF ANY CEILING, ALL MECHANICAL SYSTEMS(I.E. H.V.A.C., ACCESS TRAVEL PER USE. REQUIRED PROVIDED Consultant Registration Architect Registration PLUMBING, AND ELECTRIC) SHALL BE INSPECTED AND WHERE REQUIRED,TESTED CONSTRUCTION CLASSIFICATION 601.0 BY THE LOCAL AUTHORITIES HAVING JURISDICTION TO INSURE THEIR PROPER OCCUPANCY: INSTALLATION AND FUNCTION, A2 250 FT < 250 FT TYPE IIACONSTRUCTION 10. CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR 'S, � deup,0 AND/OR DECK. �IO ,�A 11. LIGHT FIXTURES SHOWN IN ACOUSTICAL TILE CEILINGS SHALL BE LOCATED IN OCCUPANCY LOAD 1004.0 INTERIOR EXIT STAT RVVAYS 1022.2 0 KEETH L. Std t4 THE CENTER OF THE NEAREST LOCATED TILE, UNLESS OTHERWISE NOTED IN PLANS. 5992 C) USE AREA SF OCCUPANTS INTERIOR EXIT STAIRWAYS AND INTERIOR EXIT RAMPS SHALL BE ENCLOSED � � 12. INSTALL ALL LIGHT FIXTURES UNLESS OTHERWISE NOTED. PER 3SEATTLE, WA WITH FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 706 OR 10 13. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH H.V.A.C.WORK, PERSON HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION ilvp,OF Or0 PLUMBING, WOODWORK, PARTITION WORK ETC., WHERE REQUIRED. FIRST FLOOR 711, OR BOTH. EXIT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE A2 DINING 15 66.87 AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN 4 STORIES. 14. COORDINATE ALL TELEPHONE WORK AND IT WORK WITH OWNER'S 1003 SF REPRESENTATIVE AND LOCAL TELEPHONE COMPANY BEFORE STARTING WORK. A2-KITCHEN/SERVICE 1811 SF 200 9.1 1 STORIES < 4 STORIES = NOT REQUIRED Issues and Revisions 15, ALL STRUCTURAL CONTENT SHOWN IN ARCHITECTURAL DRAWINGS IS FOR M-MERCHANTILE 993 SF 60 16.55 No. Date Issues By Check DESIGN INTENT REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS. M-QUEING 121 SF 5 24.2 1 .14.19 PERMIT SET KLS SYMBOL LEGEND TOTAL BUILDING OCCUPANCY 116.72- 117 ROOM NUMBER ID ROOM NAME EXTERIOR A 5.01 SEE SHEET 6.05 FOR ELEVATION MARKER ROOM FINISH SCHED. DOOR NUMBER ID 000) BUILDING A SEE SHEET A6.01 FOR SECTION MARKER 5.01 DOOR SCHED. VIEW WINDOW ID (I SEE SHEET A6.02 FOR WINDOW FRAME TYPES. WALL A SECTION MARKER l 5.01 Project Name 85°C Bakery Cafe - USA CODED NOTE ID A Project Number 02016063.01 WALL TAG INDICATOR 1 INTERIOR " Description CODE SUMMARY ELEVATION MARKER TYPICAL DETAIL Computer File G-1.6.DWG DESIGNATION Scale AS NOTED DETAIL NUMBER DETAIL NUMBER -"-A A SHEET WHERE DETAIL 5.01 SHEET WHERE DETAIL `'� ' Template 4. 0101) 1 X IS SHOWN IS SHOWN 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 purpose whatsoever without the written permission of smith co. tic. G- 1M6 A �B� 0 D E 0 'F.S; 0 cfli)5 ' H -- in11 — •, J - ; I - ' EXIT DICHARGED 8 5 TRAVEL DISTANCE 1031-51 EXISTNG SIDEWALK I EXIT CHWRGED ■■a■■■a■a,r■■E■■EaaaawMMMMMMaaaaara■■NNE aaaaaaa■■aaa■•a■aaaaaa�iaaaaw••>f•••NENNENNEMMMMMMMM inMMMMMMMM LEVEL WITH INTERIOR ■ EXISTNC . InFWALK - r— TAIR C.. ^;p— /h-0).- iF LEVEL WITH INTERIOR — - - I I^ . . l�\ =Z /�x X ... x - o 4 . ti „xxxxxxxXxXX,,,..,„ <„.xx f. ;IT x o L f 1 I o / :t IIII i _. 9 - 1 N T _ I \ / 8Bakery Cafe X r Z s� o I 7 I I `,,./., / X 1 Y� z � • x I I x c I. , .1 _ 1LL i � o 2� •; Food Court Small Shop FC01 SARKU JAPAN-550 SF H06 L'OCCITANE-610 SF FCO2 SONIC-733 SF LOIB FAST-FIX JEWELRY AND WATCH REPAIR-775 SF FC03 RUBY THAI KITCHEN-636 SF M04 POP CULTURE-804 SF Q01 FC04 BRAGANZA TEA-295 SF FC05 SUBWAY-542 SF R01 BLUE NILE 619 SF FC06 SBARRO- JCPenney RFS SF SF FC07 PANDA EXPRESS-941 FCO$ GYRO EXPRESS-394 SF 9 CHARLEYS 210,585 S F _ F - FCIO TACO TIME P542 SYFSTEAKS-539 SF ,-�' 0 r 85° (4110 •� FC05 N FC06 FC04 m i21 4'-6" 30'-8" 30'-8- 4'-6" 85 • Kiosk I CHILDREN'S " Fc07 PLAY AREA Y01 AVAILABLE-100 SF K01 THE vR CAFE FC03 rPoF^ Y02 BROW STUDIO 7-150 SF Y04 STARBUCKS COFFEE-288 SF "(ANTI BODYJEWEI•R' q4,868 SF FC08 Y05 AVAILABLE-150 SF 1,375SF N • • 1 • Y08 B8TA-200 SF • �- Y10 KOI FUSION-150 SF 99'-4" Y16 ZAGG INVISIBLESHIELD-100 SF AVAK02 ILABLE • N ;Ao3 PLAYLIVE NATION TENANT MANAGEMENT FCo2 N • N FC09 Y18 PIERCING PAGODA- 168 SF 1.167 SF 33,5„ ao . 1,732 SF STORAGE OFFICES • • • Y21 TALK N FIX-$0 SF 35,8,. .��i�L 24%6" • • A04 Y . K04FCO1 850CBakeryCafe JOURNEYS M N ZUMIEZ N N FC10 . 1,817 SF. 3,191 SF Y _ 21}„" CONFERENCE LEC K05 O A05 AUNTIEANNE'S F F ROOM ELEC. a i i. • 1 • 'i i I{ HOT TOPIC N v 737 SF F1UCOPACTQR 1,783 SF 50'-2" ROOM b 1� 9753 SIN Washington Sq. Rd. K06 - THE DUCK STORE zo Clo is BUILD-A-BEAR WORKSHOP N 1 ' o Space D02 AY 2,289 SF } N 2,790 SF "' 79'-5' 99'3 {{{ Portland OR 97223 P01 125-3" • M01 SHEAR VI POTTERY i . A06B XXI BARN m PACSUN 10,345 SF II 1 • 7007 SF DIcics •j 4,003 SF Y10SPENCER'S 07'-3" A07 A08 2,361 SF n' YANKEE CANDLE CINNRBON •' • • • ■ ■ r c• . SPORTING 1,4125E (.,4•11: JAM054SF 105'-9" ..,. 1,054 SF 50'-6" r+ 38' 1725 west a e avenue n c. e suite 210 GOODS35'-2" 2T-11" 2E-2' seattle, washington 98109 90 000 SF suCA12 14 �, +� �- 206.838.5485 p LASS HUT j Eft 206.713.4076 m 762 SF 32'-6' Q cc O o .RELAX SPA co 206.464.0700 f %i:'; A13 FVC N 1,527 SF rilYPITYTYLP 84'-4" LIDS ksmith@smithco.org E. 44'•6' 866 SFn Koa 915. L . q http://w\Atw.smithco.org/ GENERAL NUTRITION �? a N nr• CENTER • o E4 A14 - N fl' 2,670 SF N FOOT LOCKER • • v • L03 ' K09 5,405 SF SHOE MILL JOS.A BANK - 85C BAKERY Consultant GAMESTOP _ 65'-8" . "I 3,152 SF . / 7y, 5,184 SF 1,456 SF �� " PROJECT LOCATION MACY'S THINGS REMEMBERED �� + M Y .- • K10 1,563 SF 59 1 1- L016 ■ ■ A 63' STORAGE CRAZY 8 Et co 17,431 SF 2,281 SF N .• C s Q U 4 79'-1P �s s • A16 s • • uJ = It • IC VANS d s2'9" iq K11 N a• 3,511 SF • • ■ ■ M • LEGO N N . .A r pi/ 2,263 SF RIIf I] • I. U •n.■••IY �Ils I 59'x" SHFA WA!I • . Si?, t� 1 n_ ■ • co B 1 i 79 TOYS NOMORE 4 ■ L01 • ■ + jII 0 C10 I/' N 1,310 SF I z XXI FOREVER _ , iiilL"' _' z • • -� • 18,329 SF C01A PORTLAND 5,455004 COMPANY SF N ,�� JAL • 1302A • I POTTERY BARN `^► b GYMBOREE ""� 1 21,246 SF 7 co J . I • . • _ • • f.: NI11 • ■ • , . f11'-.'i". • x / . . w . . - N• 1,792 SF a o 1 33.10„ t r cc �� w p O W •Ic NG ' �_jr- -� 0• N � • _ a) ca , �. n- •• 0 LL. 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SMITH 0 + 1 o e 11 M 1� If fi' ° `° 11 li r 5��`� 0 27•_5" 39'-5" 21'4" 65'-2" 20' 16'-6" 40'S" 30 60' 30' 30'-8" 24'-5" 42'-6" 12'-6' 45' 75' 42'-6" q N 001 ® i fi o } 3S171""d"LE. WA VS - .--. MACY'S 29'-8" 15' 40' 70' 30' 22'4" 20'-6" 2Z-11" 42'{' 60' 30' 30' 25'4" 34'4" 18' 24'-9" 31' 62'x" 82'--6" 14 64 i. Pi al 14 m W� . E:i., • [gi, 26' H05 o O 7-11-1,C N 34.-11' 35' Y z U • 26' • N 50' 26'4" N /� J01 I Nus = w :� � a Y Q 0 • a U lYit�r1 z • F09 � � o 242 505 S F T} ,� .-- (Niw n . Y LL . 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THEI NORDSTROM ' o { , =-_ WALKING Aiw g. SERVICE CORROOR s • H16 ■CO1,MPANY ��A'SERVICE CORRIDOR I W J Lr ti ANN TAYLOR o � I 180 000 S F Y01 w u o 4,489 SF n Ri 1 1 w *- Lu U) r. k- a°0o W11 W13 W14 ,- "' R©5 PURE DAY SPP a • a s CHICO'Ss " SOMA• WHILE HOUSE "N GAP KIDS • • v • U- VERlZON WIRELESS rn0 N ■ 2'112 SF w o ¢ INTIMATES BLACK MARKET o N oa Ln 2 \�1 W A Y 4,448 SF 2,953 SF 2,800 SF 4,561 SF Q 3,392 SF �� • • co i,,„' ¢ m • 4 V' 40'3• o 7 24'-1 t" 74'•1" 42'-11" 47'-1" 52'4" 41' 11'-9'1 22' 60' 2B- :64 Y1$ Project Name 85'C Bakery Cafe - USA 57'-2" 20' 40' 49'-5" 29'-11" 60' 33' 48'-10" 46'-6' • • • • 1 1 is -1 • • s 70'45" Lu Project Number 0201663.01 •• ¢ u T05 ' T07 Q T13 • • S01A 511 Description zo 0 WILLIAMS-SONOMA p SITE PLAN H w vs TESLA SEPHORA C2 POTTERY BARN KIDS ¢ ABERCROMBIE&FITCH O o 3,495 SF 5,420 SF r D N 6,238 SF iq V Ln 5,006 SF 11,077 SF 1- o o, `7. Z a m Computer File G 1.8.DWG • • irs • I Z I s I J • k, • • • • • ■ ■ - N tL TO1 0 _m 2 N THE CHEESECAKE FACTORY 0 . O 10,178 SF w "' l _ Scale AS NOTED • •■ i. _ I u■r, I • P m • • • . nAnARAILAr. 6 __, • . D prp - Template 4.3 (120101) �1 SITE PLAN ` i 1aifi" 11 r I • .�.. + - NORTH Alf ideas, designs, arrangements, and plans indicated or - SCALE:N.T.S. 31'-6' represented by this drawing are owned by and the property of smith co. lle 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, Ilc. G- 1M8 KEYNOTES NO. DESCRIPTION 0 REMOVE EXISTING WALL AND DOOR 0 REMOVE EXISTING CMU WALL, SHORE AS REQ'D. El REMOVE LANDSCAPING AND GROUND COVER O till PREP FOR NEW SLAB ON GRADE8 5 850C Bakery Cafe 9751 SW Washington Sq Rd Space DO1 Portland, OR 97223 esith c • . 1725 westlake avenue n suite 210 seattle, washington 98109 _., A B �C D 1 �E F F.5 206.838.5485 p206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ ❑ I❑ C7 ' '' I ! Consultant K--___ ). II I � I_ _ _ _I 1 Consultant Registration Architect Registration elcr- 4,7 0 KE T1H[L. SMITH 0 592 0 `t 11 Yo SEATTL l:dy WA,rte �r\�\ -' OFO 3 Issues and Revisions No. Date Issues By Check -2 i 02.14.19 PERMIT SET . I 03) I Project Name 85°C Bakery Cafe — USA 1 DEMOLITION PLAN scA>E:srts= a NORTH Project Number 02016063.01 Description DEMOLITION PLAN Computer File D-1.0.DWG 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 purpose whatsoever without the written permission of smith co. Ilc. 0- 1 . 0 ROOMFINISH SCHEDULE ALL FINISHES SPEC FIEDARE FCR PERFORMANCE.EQUALIAANLFACTURESMAY BEFRR'IDED WI APPROVk FROM ARCHr-ECT AND TENANT GENERAL NOTES G.C. NOTES KEYNOTES WALLS CEILING ROOM DESCRIPTION FLOOR BASE MATERIAL FINISH COLOR HT. MATERIAL FINISH COLORNO. DESCRIPTION BE 1. CONSIDERATION WILL NOT GRANTED FOR ANY ALLEGED MISUNDERSTANDINGS OF THE AMOUNT OF WORK TO BE 1. G.C.TO FIELD VERIFY EXISTING SITE CONDITION PRIOR TO BIDDING THE PROJECT. �' PROVIDE SIGN "THIS DOOR TO REMAIN UNLOCKED ® O z O4 O 0 O O PERFORMED.TENDER OF PROPOSAL SHALL CONVEY FULL AGREEMENT TO THE ITEMS AND CONDITIONS INDICATED ON 2. G.C.TO PATCH, REPAIR&REFURBISH THE EXISTING WALL,FLOOR&CEILING FINISH AT THE n WHILE THE BUILDING IS OCCUPIED". Q THE DRAWINGS. SHOULD THE CONTRACTOR FIND DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENT OR BE IN KITCHEN,WASHING&STORAGE AREA AS NEEDED OR OWNER'S INSTRUCTION, mw ow DOUBT AS TO THE INTENT THEREOF,THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT AND/OR THE PROVIDE SIGN OF INTERNATIONAL SYMBOL r- ¢ JOWNER'S REPRESENTATIVE PRIOR TO SUBMITTING HIS PROPOSAL FOR WORK. ACCESSIBILITY IBC 1009.8-1009.11 w z ¢ Q rn m ¢ n a o z 1J o w o z 2 SEE DET. 6/G-1.2. o 0 o o ¢ w LU -, w z < W 2 ¢ J J ¢ `� 0 2. T. G.C. SHALL FIELD VERIFY THE EXACT EXISTING SPACE CONDITIONS, DIMENSIONS AND COLUMN SPACING PRIOR TO FIRE NOTES n TACTILE EXIT SIGN 85°w _� o y. L D L o o 1 r z L w w L LU w p r LU CONSTRUCTION AND INFORM ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND SEE DET. 6/G-1.2. (n - ') 7~ 2 o w ~ w S J O w Z Z (f) w =J Z I-- < w aO "' w x x z 0 III 0 CO LU = is .6t. a o Lu 11J v -t z SITE CONDITIONS. ANY CHANGES OR REWORK DUE TO UNREPORTED DIFFERENCES SHALL BE ATT. G.C.'S EXPENSE. 1. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. m m Qo a w M w U J o ww Z v, o a n CAPACITY SIGN PER IBC 1004.3 �' J Q W m ,ml a UU CMw.. Z vUi Z LJL.I o m F; .G Q w z z 0 Z Q W 0 F- w U.1 � O L J r 6 w ¢ rn ¢ Z w T cn z s J w LL]� z ¢ m = cn cn z 3. ALL COLUMNS IN THE LEASE SPACE TO HAVE AT LEAST 1-HOUR FIRE SURROUND OR FIRE RATING AS REQUIRED BY LOCAL 2. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE 5 COUNTER MILLWORK AT 34" HIGH A.F.F. 2 J r Li_w (0 H H M H J J J I J O C/) d'm Cl) 2 J m O m 0 W - 2 Z a S OC m y 0 Et w W U U ¢ a w ¢ m cn ¢ '- o ¢ ¢ ¢ N_ o CODE(51$"TYPE X'GYP.BD.ON METAL STUD FRAMING FROM FLOOR TO DECK AND SEALED TIGHT. OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. w ca Cl ¢ O w z ¢ =a x t' cD - ,� J O v e TYPE II EXHAUST HOOD. Z 0nl '' w z 7 O z O cn u3 = cn Y m>1- 0 w 5 z O Cn `1 Z -) ¢ H LL �_.. CU)) ¢ o m [JJ } Q U' C7 -/L31 F ¢ I:16 H LL (-)':= m o 2 a j a * 0 L o o 1- o J I- o w z o` Tt } c� o CD a o o z a o 3. EXIT LIGHTING AND SIGNS: MINIMUM 6"X 3/4"LETTERS ON CONTRASTING BACKGROUND. n ACCESSIBLE RESTROOM SIGNAGE, SEE DETAIL 1/G-1.2. c[ ROOM NAME I' Q W LU U - L _ - o J Z a o L'd - w < Cl)ANCl) a- 0 2 U z Z HEALTH DEPT. NOTES U co c.0 in 0 II) [0 6 CO `0On 2 < a m cwn < m 0 z CD v) ;n N u N co w 0 L LU a z a 4. ANY DECORATION USED SHALL BE NON-COMBUSTIBLE ORFLAME-PROOFED IN AN APPROVED MANNER. 8 ACCESSIBLE SEATING @ 34" MAX. HEIGHT. SEE G-1.5 ello BREAD DISPLAY AREA • • • • • • • 1. ALL EQUIPMENT SHALL MEET NATIONAL SANITATION FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS OR IT'S n (E) REAR EXIT 850C SALESAREA • • • • • • • • EQUIVALENT. 5. THEINSTALLATIONOROPERATIONOFSPECIALFIREEXTINGUISHERSYSTEMMUSTBECHECKEDn Bakery Cafe SERVICE AREA •• •• •• •• •• •• •• •• •• •• AND APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. MENUBOARD ABOVE, BY OTHERS. WOMEN'S RESTROOM • • s • • • • • • 2. LIGHT FIXTURES IN FOOD PREPARATION,OPEN FOOD STORAGE AND UTENSIL WASHING AREAS ARE TO BE PROTECTED A, ELECTRICAL PANEL AGAINST BREAKAGE THROUGH THE USE OF PLASTIC SHIELDS,PLASTIC SLEEVES, SHATTER PROOF BULBS AND/OR OTHER 6. PROVIDE OUTSIDE GAS SHUT-OFF VALVE CONSPICUOUSLY MARKED. 105 MEN'S RESTROOM • • • • • • • • • APPROVED DEVICES. n NOT USED 146 KITCHEN AREA • • • • • • • • 7. DEFERRED SUBMITTAL: /� Washington p ell WALK-IN COOLER • • • • • • • 3. PROVIDE PERMANENTLY MOUNTED SINGLE SERVICE SOAP AND TOWEL DISPENSERS AT ALL HAND WASH BASINS. 7.1. FIRE SPRINKLER DRAWINGS AND SPECIFICATIONS TO BE SUBMITTED BY A LICENSED SPRINKLER n LEDGE COUNTER 0 42�" HIGH A.F.F. 9 753 S V V Sq. I \d. r: WALK-IN FREEZER • • • • • • • COMPANY TO THE FIRE MARSHALL, FOR REVIEW AND APPROVAL, PRIOR TO SYSTEM INSTALLATION/ ® 4. SEAL ALL CRACKS AND CREVICES IN COUNTERS, CABINETS,AROUND METAL FLASHING,SINK BACK SPLASHES AND ALTERATION In (E) COLUMN TO REMAIN Space D02 NOTE:QUARRY TILE FLOOR UNDER EQUIPMENT HAS TO BE SMOOTH. AROUND PIPES AND CONDUITS WITH A NON-HARDENING SILICONE SEALANT 7.2. FIRE ALARM PLANS AND SPECIFICATIONS TO BE SUBMITTED BY A LICENSED FIRE ALARM CONTRACTOR5 (N) STOREFRONT GLAZING W/TEMPERED GLASS y.� r�n O QUARRY TILE BASE SHALL BE B'w1318•COVE RADIUS BYDAL-TILE 03 CERAMIC TILE SASE SHALL BEswr3/8•COVE. O CLASS APER ASTM E-8a TO THE FIRE MARSHALL, FOR REVIEW AND APPROVAL,PRIOR TO SYSTEM INSTALLATION/ALTERATION AND NON-OPENABLE. Portland,d, OR 97223 O CLASS"A"EIRE-RATED CE LAG FANJEL. O PA NT FINISH INTHE RESTROOM.A(ITCHEN AND DRY FOOD STORAGE 5. QUARRY TILE TO BE"DAL TILE". WLL BE SEMI-GLOSS PANTFRASH 16 NEUTRAL PIER WITH 3/4" REVEAL DOOR SCHEDULE 6. ALL WALL&DRYWALL CEILING ARE TO BE PAINTED W/SAME PAINT AS INDICATED ON THE FINISH SCHEDULE. BUILDING NOTE: NO. DESCRIPTION MFG SIZE FRAME THK CORE TYPE FACE/EDGE HARDWARE REMARKS 7. ALL CABINETS SHALL BE LAMINATED INSIDE AND OUT. ALL GLAZING TO BE TEMPERED GLASS. II Mit la C 0 ELFLSIN(N)MAIN EXIT DOUBLE-DOOR BY GC 3'-0"X 8'-0'(PAIR) FRAMELESS 112" GLASS 03 PULLS/NEW PANIC BY GC PIVOT HINGES Di BUTT GLAZED SYSTEM D2 (N)SIDE DOOR CECO OR EQUAL 3'-0'x T-4' H.METAL 1318 soup Ds PUSH/PULL LEVER SELF-CLOSING/BY GC 8. CEILING IN FOOD PREPARATION/RESTROOM TO BE SMOOTH, NON-ABSORBENT, DURABLE,LIGHT IN COLOR AND EASILY CLEANABLE, 1725 westlake avenue n 10'KICK PLATE;aLt Inrcuuhn WINDOW; suite 21 0 D3 (N)SERVICE DOOR ELIASON (2)2'-0'X 7'-0" H.METAL 1 3/4 SOLID D1 SELF-CLOSING.NO LATCH/LEVER DOUBLE-SWING Da FOLDING DOOR SOLAR 23'-0'X 11'-0" ALUM 1314' ALUM D7 BY MANUF. 800-618-0669 9. ALL OPENINGS LEADING TO OUTER AREAS MUST BE TIGHT FITTING WHEREBY NO LIGHT SHALL BE SEEN WHEN DOORS ARE seattle, washington 98109 INNOVATIONS htIps:ltsolannnovations.com CLOSED,TO PREVENT ENTRANCE OF PESTS. 0 (N)RESTROOM DOOR CECO OR EQUAL 3'-0"X 7'-0' H.METAL 1 314" SOLID D5 SPECIAL SURFACE(SEE SCHED.) SELF-CLOSING,LEVER TYPE 10'KICK PLATE 206.838.5485 p 0 (N)STORAGE DOOR CECO OR EQUAL 1'-6"X T-0"(PAIR) WOOD 1 314' SOLID D7 SPECIAL SURFACE(SEE SCHED.) LEVER TYPE 206.713.4076 m f 0 (N) PATIO DOUBLE-DOOR BY GC 3'-0"X 7'-0'(PAIR) ALUM 1 314" ALUM D2 PULLS/NEW PANIC BY GC SELF-CLOSING/BY GC DOOR SCHEDULE 206.464.0700 BI-FOLDING DOOR CROWN DOORS 8'0"X 8'-0' PT.MTL 1 314' PT.MTL D8 BY MANUF. 800-747-1168 https:llwww.crowndoors.com ksm ith@smithco.org D8 D9 BI FOLDING DOOR CROWN DOORS 9'4"X 10'-0" PT.MTL 1 314" PT.MTL D8 BY MANUF. 800-747-1168 - PANIC http://www.smithco.org/ https:llwww.crowndoars.com HARDWARE G.C. TO PROVIDE / LEVER TYPE HARDWARE • - LEVER TYPE HARDWARE --- FOLDING DOORS Consultant WALL SCHEDULE INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE PANIC HARDWARE SEE DET. DOOR SIGN SEE --- _- NO. DESCRIPTION I ♦ i 11/T-1.5 DET. 12/T-1.5 1 1\ ;. W1 EXISTING WALL TO REMAIN • / \ ' i eEXISTING WALL ABOVE STOREFRONT ADD 518"GWB WHERE NOT PRESENT / \ ® ,\. y „_2 NEW STOREFRONT SYSTEM TO MATCH EXISTING,GLAZING TO BE FIXED WlTEMPERED GLASS Ln / ca I 1, Q ^� • {� °° .4. c1 / ls W 3-518"20GA.METAL STUD WALL W/5/8"TYPE'X"GYP.BOARD 80TH SIDES(WATER RESISTANT ON RESTROOM SIDE) r / \ / ° t q 3-518"20GA.METAL STUD LOW WALL W/5/6 TYPE'X'GYP.BOARD ON BOTH SIDES(SEE ARCHITECTURAL DETAILS&ELEVATIONS) _� / ' 5 4"20GA.METAL STUD WALL WI 5/"TYPE"X'GYP.BOARD BOTH SIDES(WATER RESISTANT ON RESTROOM SIDE) I r' / 1 ~' 6 3-518"20GA.METAL STUD WALL FUR-OUT WI Vs"TYPE"X"GYP.BOARD ON INTERIOR SIDE ONLY(WATER RESISTANT ON RESTROOM SIDE) F.FLR. ` ,l \ v -I /�ji/ \ ,, /✓J/j///, ,� D1 02 03 D5 D6 D7 D8 2-518"20GA,METAL STUD WALL FUR-OUT W/ 5/a"TYPE"X"GYP-BOARD ON INTERIOR SIDE ONLY(SEE ARCHITECTURAL DETAILS&ELEVATIONS) Fl IASON DOOR (NEW PATIO C]f OR) (^IFW CT(1RF [PONT DOOR) -S.S. KICK PLATE -S.S. KICK PLATE (NEW FOLDING DortR} (NEW 81-FOLDING DOOR) W8 6X METAL STUD W/(3) 5/a"TYPE'X"GYP.BOARD ON ONE SIDE,2HR RATED UL DES U408 Consultant Registration Architect Registration I 1 p,�' A B C D / E ' F 'F,5 t 0 KEITH L. m 0 5992 q ❑ I❑ ❑ 11 I I I 11 L\ (-1--)3--)p_ 09 A-4. 0 1 K,-____ I /AIR C 1R-AIN! ', - r) o I Issues and Revisions NOTE: x ArI \ J Z , x No. Date Issues By Check 1. PANEL DIVIDERS AT WP3 xxxxXXXxXxxxXXXXxxXnxxxxxxxXxxX D2 fr g - f° 'c X .• ' ib -14" w. 2. INSIDE CORNER AT WP3 TO WP2 o6 , I� �, I x I 02.14.19 PERMIT SET KLS 3. FLASHING AT TOP OF BASE WP3 F 3- , c7 w I :�k i q` x 4. WP2 PIECE AT LENGTH OF WALLlk , b r�j�fl► \/ = Q a° 1 / ]� - ;S .\ / x5. 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FS TABLE W/SHELF x . .,. ® / x Prosect Number 02016063.01 ♦ 04 3 S L 111111 ABOVE iEl i , _ d CEILINGS. i A,.�.I_ 04 I ® 113�I :a Mt10IN .•J1 DRINK so" c�ucE s-o" cnKE DB5Cr1 t1011 FLOOR PLAN A-2.2l cK ao ► P05 SPOSSELFERVICE p I TRAYS 9 TRAYSWALL LEGEND � y o I I PRINTER TER PRINTER YFiILA L LAS" L - 1 3 3x3 LAY RS= 3X3 LAYERS= 3X3 LAYERS= ' } r rx x.xx xx xxxXxxxXxxxxxxxXxxkxxXw kxX _ _ 1 _ _. Computer File A-1.0.DWG I EXISTING WALL ` fir' 03 MOBILE w" ,w p 05 A-2.1 �01 PICK UP 3 Az2 13 05 I I SERVICE COUNTER .'P , A-2"4 ` s - - - - � - - - - Scale AS NOTED DIEWALL BY G.C. / \ Co> 01 02 WALK-IN BOX PANEL Nall w 01 O IIA-2.0 i I 02(// /� NEW FULL HEIGHT I D 9 ®Ic(4 q - - }PARTITION BY G.C. ? 01I A-2-0 / 01 Template 4.3 120101•,_r 4 w ® 2 g A-401 All ideas, designs, arrangements, and plans indicated or `fir+ I (u1� II08 08 O ce. co m o D \ represented by this drawing are owned by and the property of f - - - - "' smith co. Ilc and were created, evolved, and developed 1031 I 04 I -- for use on and in connection with the specified project. None of fi A4.a s 04 03 p p J - - - _ - I I - �►► D4 such ideas, designs, arrangements or plans shall be used wn: i l SAVaI 5 SAVal fi SAVai 6 SAYa1 6 SAY2�L 6 TREAD GI- - - - _, / I -__I mN3w11Ie.. ■II/I I■� Sal1 l txt =sa3 rl Fxs =sa3=v1 ext sa3AVT tXE =sa I/'1 !lc s =2F by or disclosed to any person, firm, or corporation for any - 1 03 ! I ! t <, ( ) purpose whatsoever without the written permission of smith co. IIc. i I I i ©1- l I I FLOOR PLAN 15 15 _ L� 1.0 l seALl :9119"=r-o" A-4.0 NORTH Aim 1 . 0 85° • A C___/,B-,,, C CD � � �.5 CG) ___- C } 8 5°C Bakery Cafe ,, to = i 1 1 9753 SW Washington Sq. Rd. r Space 002 Q Portland, OR 97223 x c • X x } k i", l a�cxxxxxxxxxxxxxxxxxy�cxxxxx�cxxxxxx: • r x O % _ } XillitCI • C7 W x X N IITi t —� n....OO ..-,rie id X } X 11 a Z O�-Lua x �; } x suite 210 x 1725 tlake avenue n 1 'W I ,,,,, � , �~ X Tesi z¢ J x T seattle, Washington 98109 �. ' �� Ea °p _. x u? X I x - r x 206.838.5485 p • x } x 206.713.4076 m \ 1 x 206.464.0700 f 7-5" 5'-S" I 7'-0" 26'-5" 7'-6112" x T-10112" 10'-11" ; 4'-4" / 11'4" 9'-3" 6'-11" 2'-6" ksmith@smithco.org O011#1* y httpalwww.smithco.o rg/ M. 11-- 4k* 1 ' - '\ — K xxxxxxxxxxx xxxxxxx xxxxxXxxXXX�, <XX<xXxXXX ;xxxxx� i 3-0 B 3' $-2 1/2" 15' 4 112" n Z 2'-7 .7n XXXXXXXX XXXXXXXXXXXXXXXXXX)XXX�x'[ ';XXXXXXXXXXXXXX)XXXXXX �n �,�� < x 3'-0" - i U n r n n N n l O .� ` Consultant ICe �; Wat 5-a 16-10 � — _ �II S LL O ar Q y M ]G ¢ I. 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I . li. 3'-3" 26'-10" %� T-8 1/2" I 22'-10 112" y 3,_3" 30'-2" 1'-6" ®�©�.�\^JL, / Issues and Revisions I I _ i No. Date Issues By Check 1 02.14.19 PERMIT SET \ .S 0 DIMENSION FLOOR PLAN SCALE:3116"=1'-0" Project Name 85°C Bakery Cafe - USA Project Number 02016063.01 Description CONSTRUCTION PLAN - DIMENSION Computer File A-1.1.DWG 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 purpose whatsoever without the written permission of smith co. Ilc. A - 1 1 A 1CCDE iF� I F 5 G) 0410 D __} __} •-_, 8 5 10 H ❑i n • i , ' 11 - 850CBakerycafe x L :: ;� x K k x %xxxxxxxxXxxxxxxxxxxxxxxxxxxxxxxxn, K X X K 9753 S 1N 1/Vasnington Sq. Rd. K % k Kd Space D02 X I o ° 0 T � a K x h Q W K & x �X YN Z � � K as k Portland, OR 97223 W O J W W C- .x. -J i K r x (4.,,.............. .1,\., � I 3 � JOo KIIIN ii RAMP ,. K k X I Illit kili C 1110 1 ,,,: �`' x 1725 westlake avenue n _ .-. h-1-4 ! Illlw ;- 9'-6�� / x suite 210 41 ♦��►,r r �,.xxxxxxxxxxxxxxxxx x Xxxxxxxxxxxxxxx.ixxxxxxxx xxxx. i — / X L seattle, washington 98109 ,,�, �: • ! I I I z 0 - �.XXXXxxXXXX ,XXXXXxxxXXXXXxxXXXXXXXXXXX XIXX XX XXXXXXXXXXXXXXXXX)Xxx ' 1 9112_" K. a 0 CC 206.838.5485 p x - Iu-''--ui,w i ,11:i list' ?AA,.1 / ®_, o0 'moi oQza X CD Xa \ 206.713.4070 rT1+ �� a Z �- �. w X YYVY 206.464.0700 f Y 4,-, 4+ ��+ K W CA • C7 W X • XYXXYYYXXYY` 1CYVYYYYVYYY4' WXYXXXXIIWYXYI(W X / .ci, ��; K' ''- LL • ci ~ X° ' fit] ® .. . X f ksmith@smithco.org \` - X PSxxXXXXXxXXXXxxxxnd h _ __ k '[<xxxxxxxxxxxxxxxxxxxXxX'YCxxxxxx)xxxxxxxxxxxxxxxx\ i 1 X r xxx xxxak http://www.smithco.org/ +��+, r X W ti-J-:1 \ ;Illllllil // X O „ CO - - PO X r z ,� r W N a a . 01 X W ® 6- - A Y' w,��,f,. xxxxxxx�lRxxxxxxx � ,\,..,.,„,,,„,„„„4,.,1„.4/.4.z.„ � � T � � X � - Consultant q + ;�� IINIIIII r ®II X 02 'l A�9t_ • L -,. 1 — ♦ — • \ LJj ❑ \ ____v„,... ❑ 1-- ,1 41111'.110.„,i,. ;• > 1 , 3'-51/2" . 15'-8 112" �• } -� �� xxxxxxxxxxxkxxxxxx xxxxxxxxxxxxxxx xxx xxxxx�?9 cxx.!', 21' 4 1/2" i 3'-$" s / A`;• M ; L 31-10 1/2" I� c.., ,,,,, ✓ T 38'-7 112" / \ i t 42' 7 112" N uj > / a / 'c ^' / 47' 10 112'Q / m m \ El I I / 50'-8 112" r� --- _.. L : 68'-D" Consultant Registration Architect Registration 03� __ _ _ I __ _ I f 1 s_sp Akrlo SO 0 KEITH L. SMITH 0 5992 0 ‘4,51,SEATIIIL, WA k> OR OrP 11111 PLUMBING ROUGH-IN SCALE:3116"=1'-0" Issues and Revisions No. Date Issues By Check .° L.1 .D PFPP;1 F Project Name 85°C Bakery Cafe — USA Project Number 02016063.01 Description PLUMBING ROUGH-IN PLAN Computer File A-1.2.DWG 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 REFERENCE ONLY smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of NOT APPROVED WITH THIS PERMTT such ideas, designs, arrangements or plans shall be used I by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. A - 1N2 FLOOR FINISH NOTES: INTERIOR PAINT SCHEDULE INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE O MAINTAIN A SLOPE OF 1/8" PER FOOT TO FLOOR DRAIN. (TYPICAL) O FLOOR SINK MUST BE READILY ACCESSIBLE FOR INSPECTION & O TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD CLEANING, AND SHALL BE DESIGNED TO PREVENT THE FLOW OF NON—ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC I NO MANUFACTURER MFG# COLOR FINISH REMARK O2 A MAXIMUM OF 1 2 INCH OFFSET AT ALL THRESHOLDS AND AT ANY A SEWAGE BACK—UP FROM GOING UNDER THE INSTALLED TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO (PT-1) SHERWIN-WILLIAMS SW7069 IRON ORE PROMAR200,ZEROVOC LOW SHEEN PAINT CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN CABINETTTHELWOOR. CUTNAND LEAVE FRONTDTOE—KICK SPACE OPEN THE WALL AT LEAST 4" (1210.1) (PT-2) SHERWIN-WILLIAMS SW7008 ALABASTER PROMAR200,ZEROVOC LOW SHEEN PAINT AT THE FLOOR SINK LOCATION AND BOX AROUND THE FLOOR 1/4—INCH REQUIRE A MAXIMUM BEVELED SLOPE OF 1 UNIT SINK ON THREE SIDES WITH BASE TILE. U WALLS WITHIN 2 FEET OF THE FRONT SIDES OF URINALS AND WATER (PT-3) SHERWIN-WILLIAMS SW6691 BLACK MAGIC PROMAR200,ZEROVOC LOW SHEEN PAINT VERTICAL TO 2 UNITS HORIZONTAL, EXCEPT THAT LEVEL CHANGES CLOSETS SHALL HAVE A SMOOTH NON—ABSORBENT SURFACE OF NOT EXCEEDING 1/4—INCH MAY BE VERTICAL. (2013 CBC SEC. O FLOOR COEFFICIENT OF FRICTION MINIMUM 0.6 PER ASTM 01028 OR EQUIVALENT. PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER SMOOTH, TRANSITION/ TRIM/ BASE SCHEDULE INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE 8 5 11B—403.4) HARD NON—ABSORBENT SURFACE TO A HEIGHT OF 4 FEET, AND 85°EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH NO MANUFACTURER MFG# COLOR FINISH REMARK WALLS SHALL BE A TYPE THAT IS NOT ADVERSELY AFFECTED BY (TR-1) SCHLUTER DESIGNLINE CHROME BRUSHED ANNODIZED ALUMINUM SURFACE METAL TRIM MOISTURE. (1210.2) OVER MRGB OR AN EQUIVALENT APPROVED FURNISHED BY INSTALLEDBYG.C. SUBSTRATE. ( TR-2) SCHLUTER DILEX CHROME BRUSHED ANNODIZED ALUMINUM 3/8"RADIUS COVE FURNISHED BY INSTALLED BY G,C. TILE LEGEND WALL PANEL SCHEDULE INSTALLED AND FURNISHED BY.G.G.UNLESS NOTED OTHERWISE (TR-3) SCHLUTER JOLLY-MC125 CHROME BRUSHED ANNODIZED ALUMINUM EDGE TRIMFURNISHED BY INSTALLED BY G.C. NO MANUFACTURER DESCRIPTION MFG# COLOR FINISH REMARK I ® CUSTOM STAINLESS STEEL CUSTOM STAINLESS STEEL BRUSHED FINISH @ CUSTOMER/SALES 6"S.S.COVE BASE W/3/8"RADIUS COVE CRANE COMPOSITES INC. F.R.P.THICKNESS:.075 FURNISHED BY INSTALLED BY G.C. AREA FURNISHED BY INSTALLED BY G.C. (WP �� CLASS A PER ASTM E-84 GLASBORD #85/EMBOSSED WHITE 5r Tz < T1Bakery Cafe (WP-2) CUSTOM S.S.PANEL(22 GA) STRAIGHT BRUSHED FINISH FURNISHED BY INSTALLED BY G.C. TILE SCHEDULE NO. MANUFACTURER DESCRIPTION MFG# COLOR FINISH JOINT GROUT REMARKS INS ( T-7 WALL FINISH SCHEDULE INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE ( 0T ) DALTILE 6"X6"QUARRY TILE PURITAN GRAY PLAIN 3/16" G-94 KITCHEN,SERVICE FLOOR 9 753 SW Washington Sq. Rd. FURNISHED BY INSTALLED BY G.C. Space D02 NO MANUFACTURER DESCRIPTION MFG# COLOR FINISH REMARK (QT-1) DALTILE 6"X6"QUARRY TILE PURITAN GRAY ABRASIVE 3/16" G-94 KITCHEN,SERVICE FLOOR FURNISHED BY INSTALLED BY G.C. ® Portland MCNEAR COMPANY 8-118"X2-7116"THIN WALL BRICK VENEER FINISH OR 97223 NISH OLD CALIFORNIA CALAVERAS(PAINTED WHITE) PROVIDE LESS THAT 112"DEPTH CONCAVE 1 f PRODUCT FIRE TESTING (SMOOTH AND WASHABLE) MORTAR GROUT TO SHOW 3D EFFECT (QT-2) DALTILE 6"X 12"QUARRY TILE COVE BASE PURITAN GRAY PLAIN 3/16" G-94 KITCHEN,SERVICE BASE f VENEER PANELS ARE EXPOSED ACCORDING TO THE PROCEDURES OF CONTACT,DOUGLAS PEARSON(949)283.8511; 1"X 6"QUARRY TILE CORNER FURNISHED BY I NSTALLED BY G.C. ASTM ETIB-STANDARD FURNACE TEMPERATURE RISE,ADHERED EMAIL,DPEARSON@RESOURCEBUILDINGMATERIALS.COM CONTACT:ANNE YAP(714)313 9503; VENEER OF1-3/4'COMBINED MASONRY THICKNESS PROVEI-HOUR fNTERCERAMIClLDI 12"X24"PORCELAIN TILE SASSELLO SERIES SILVER MATTE 3/32" G-93 OF FIRE RESISTANCE;2"COMBINED MASONRY THICKNESS PROVIDES FURNISHED BY INSTALLED BY G.C. ® (ASTM C1028/C373/C650/C482/C1026 EMAIL:AYAP@LONGUST.COM 2-HOURS OF FIRE RESISTANCE C424/C484/C1378/ANSI M37.1-20112) FURNISHED BY INSTALLED BY G.C. ® CUSTOM(FIRE TREATED WOOD) 1"X4"CHAIR RAILING STAINED NATURAL COLOR FURNISHED BY INSTALLED BY G.C. CONTACT:ANNE YAP(714)313-9503; ® LDI 8X47"PORCELAIN TILE GALLENO SERIES WALNUT GLAZED 3132" G-93 ® CUSTOM(FIRE TREATED WOOD) 1"X4"CHAIR RAILING STAINED ESPRESSO COLOR FURNISHED BY INSTALLED BY G.C. (ISO 10545-3/10545-4/10545-13) BOCBNM5507K FINISH FURNISHED EMAIL:AYAP@LONGUST.COM FURNISHED BY INSTALLED BY G.C. 1 725 Westlake avenue n ® ATLAS CONCORD 8"X40"PORCELAIN TILE REDEEM SERIES BOURBON GLAZED 3/32" G-95 FURNISHED BY INSTALLED BY G.C. suite 210 (ISO 10545-3/10545-4/10545-13) FINISH https://www,atlasconcorde.com seattle, washington 98109 ( T-4 ) WHITE SUBWAY TILE 4"X12"CERAMIC TILE ARIZONA TILE WHITE GLOSSY GLOSSY 1/16" G-93 FURNISHED BY INSTALLED BY G.C. 206.$38.5485 p SPECIAL SURFACE SCHEDULE INSTALLED AND FURNISHED BY.G.G.UNLESS NOTED OTHERWISE 206.713.4076 m NO MANUFACTURER PRODUCT MFG# STAIN/COLOR FINISH REMARKS INSULATED FLOOR WITH - FURNISHED BY INSTALLED BY G.C. 206.464.0700 f ® RAISED STAINLESS STEEL SMOOTH GALV.STEEL BY GC ® QORTSTONE COMPOSITE SOLID SURFACE QA2018 BLACK GLITTER POLISHED SERVICE COUNTER TOP ksmith a©smithco.org (CLASS A PER ASTM C 97/170/501/880/1026/1028) (CONTACT HARRY ZIPPER,(714)294-8541; EMAIL:HARRYZIPPER@EMSER.COM GROUT SCHEDULE http:l/www.smithco.arg/ (PL-1) FORMICA PLASTIC LAMINATE (CLASS C PER ASTM E-84) 5887-NT MILLENIUM OAK NATURELLE FURNISHED BY INSTALLED BY G.C. NO. MANUFACTURER DESCRIPTION MFG# COLOR FINISH JOINT REMARKS FORMICA PLASTIC LAMINATE (CLASS C PER ASTM E-84) 8847-58 JARRAH LEGNO MATTE FURNISHED BY INSTALLED BY G.G. (G-93) POLYBLEND POLYBLEND NON-SANDED GROUT #386 OYSTER GRAY NON-SANDED 1/16" WALL TILES/FLOOR TILES Consultant CPL 2) 800.42.MAPEI ® FORMICA MELAMINE (CLASS C PER ASTM E-84) 5887-NT MILLENIUM OAK NATURELLE 1/4"THICK(MATCH COUNTER LAMINATE) WWW.MAPEI.COM FURNISHED BY INSTALLED BY G C (G-94) MAPEI LATEX MODIFIED GROUT #42 MOCHA SANDED 3/16" KITCHEN AND SERVICE AREA FLOOR. 800.42.MAPEI 100%SOLIDS INDUSTRIAL GRADE WWW.MAPEI.COM EPDXY GROUT SEE PLAN (G-95) MAPEI LATEX MODIFIED GROUT #02 PEWTER NON-SANDED 1/8" FLOOR TILES 800.42.MAPEI WWW.MAPEI.COM Consultant Registration Architect Registration r-)A B EC _1:? E F F.� G , �0 KEETH L. stem,A, P 6992 0 SEATTLE" WA, ,. • I 1 n - . 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All ideas, designs, arrangements, and pians indicated or---- -_,j- -- I I I I I ISI I ., I I I I I I 1 I 1 1 I I I ' I I ., ,' represented by this drawing are owned by and the property of f I 1 I I i I 1 I I I I 1 I I 1 1 I I I 1 I ; , Q I I I i I I r„ I I I I 1 I I I 1 1 I I I I 1 I I smith co. llc and were created, evolved, and developed • i 1 1 I I I I I I I ' 1 I I I I I I ' 1 I I �` for use on and in connection with the specified project. None of t I I I I I I I I I I I I I I I I I I I I I ��— P P 1 I ' I 1 I I I I I I I 1 I I I I I I 1 I 1 I 11 1 I ' I 1 I I I I I I ' 1 ' 1 11 ' such ideas, designs, arrangements or plans shall be used I I 1 I I I 1 I I I I I 1 I I I I I I I I I 1 by or disclosed to any person, firm, or corporation for any I 1 I I I I I I I I 1 l 1 I 1 I I I I I I 1 ;.;.��; IIIII I I I I I 1 1 I I I I I 1 I I __-__ _ •;•'•'' purpose whatsoever without the written permission of smith co. Ilc. I I I 1 A I 1 XX�.XXXX%XXX KXXXXXr I 1 1 Y I E I 1 }ocivcsowycilt - ` --� _ — ♦.�.�� — - 1 FLOOR FINISH PLAN N 1 - SCALE:3116"=1'-0" r LIGHTING FIXTURE SCHEDULE PROVIDED FOR INFORMATION ONLY VERIFY AND INSTALL PER ELECTRICAL DRAWING 6"X6" QUARRY TILE 8"X32" TILE PER INTERIOR LIGHTING ITEM PER FINISH ALIGN FINISH SCHEDULE SCHEDULE ITEM SYMBOL DESCRIPTION QTY. MFR. &CAT.NO. REMARK } I H ORACLE LIGHTING,OT-LED SERIES KITCHEN CEILING LIGHTS DOOR L1 2'x4'LED RECESSED TROFFER LIGHT FIXTURE 4000 LUMENS FURNISHED AND INSTALLED BY G.C. j CONTACT:KACEY TRAN(323)895-8827 L1 EMAIL:KACEY@IUSEELITE.COM SECTION ® 3 _iiiii a, ORACLE LIGHTING,OT-LED SERIES O 2'x4'LED RECESSED TROFFER LIGHT FIXTURE 4000 LUMENS EMERGENCY KITCHEN CEILING LIGHTS (EMERGENCY LIGHT) CONTACT:KACEY TRAN(323)895-8827 FURNISHED AND INSTALLED BY G.C. L1EM EMAIL:KACEY@IUSEELITE.COM 85 ¢ MAXILUME LIGHTING,ELX-603 EXTRUDED ALUM ® UNIVERSAL MOUNT EXIT SIGN,LED LIGHTED,120V WITH EXIT SIGN THRESHOLD SET IN L4--) LA BATTERY PACK,2 FACE,GREEN LETTER Q CONTACT:KACEY IRAN{323)8958827 EMAIL:KACEY@IUSEELITE.COM FURNISHED AND INSTALLED BY G.C. CONT. SEALANT BED LIGHTS SUPPLIED&PRE-WIRED BY HOOD VENDOR. NOT USED © /L6a\ HOOD LIGHT z FURNISHED&INSTALLED BY EQUIPMENT ELECTRIC CONTRACTOR TO CONNECT MAIN WIRES \ / L6A SUPPLIER TO SHUNT TRIP BREAKER AND HOOD CONTROL 12"X24" TILE PER 8"X32" TILE PER (.5 PANEL 2 / FINISH SCHEDULE ALIGN FINISH SCHEDULE (L6B) 9- KASON Bc kery Ccife I 01 WALK-IN COOLER FLUORESCENT LIGHT,120 V 48" FURNISHED BY WIC VENDOR O 1 w L68 w FIXTURE:#18180E00048 FLOOR LINE / I I 0 IILir I 6"DIA.DOWN LIGHT,RECESSED IN CEILING ELITE LIGHTING,B6-LED SERIES,2000 LUMENS FURNISHED AND INSTALLED BY G.C. N '\' O PROVIDE SHATTER PROOF COVERS OR BULB ¢ EMAIL:KACEY@IUSEELITE.COM5 8827 9 753 S W Washington Sq. Rd. '- SECTIONE O J BARN LIGHT ELECTRIC,The Cordoba Pendant FURNISHED AND INSTALLED BY G.C. Space Dot QI \ LEU PENDANT LIGHT,COLOR:AGB -' CONTACT:WWW.BARNELECTRIC.COM C o Ilighnnglbam-tights!ceiling-pendantslcordpendantlihe-Cordoba-pendant Portland, DR 97223 w ELITE LIGHTING,LB-100 SERIES,COLOR:3000K COLOR / - LED TAPE(COVE LIGHT),WARM WHITE CONTACT:KACEY TRAN{323)895-8827 FURNISHED AND INSTALLED BY G.C. D EMAIL:KACEY@IUSEELITE.COM ELED PENDANT LIGHT,COLOR:AGED BRASS COK 1041-AGB • �a FURNISHED AND INSTALLED BY G.C. �� CONTACT:NTACT: STAGGER HTS.SEE ELEVATIONS E htlps:llhudsonvalleylighting.hvlgroup.comlItem/1041-AGB allittILCIII • CEILING SCHEDULE 1725 westlake avenue n NO MANUFACTURER DESCRIPTION MATERIAL FINISH • • r� ELITE SCH6-LED-PM 2000 LUMENS BLACK,0-10V FURNISHED AND INSTALLED BYG.C. suite 210 �� LED PENDANT LIGHT,COLOR,BLACK DIMMABLE Seattle, washington 98109 I C1 USG 2'X 2'SUSPENDED T-BAR GRID USG CLIMA PLUS#3270 WI 15116'SUSPENSION COLOR:SW 7069,IRON ORE,PROMAR 200,ZERO VOC F CEILING SYSTEM SYSTEM,ICC-ESR 1222(CLASS A) FUSION LIGHTING,FC2-LED-N,2000 LUMENS,30K COLOR 206.838.5485 p C2 USG 2'X 4'SUSPENDED T-BAR GRID USG CLIMA PLUS#3270 W115116"SUSPENSION SMOOTH AND WASHABLE,COLOR:WHITE I FURNISHED AND INSTALLED BY G.C.CEILING SYSTEM SYSTEM,ICC-ESR 1222 (CLASS A) LED MODULE MULTI-LAMP CONTACT:KACEY TRAN(323)895-8827 206.713.4076 m MONOLITHIC CEILING ON METAL 518"TYPE-X GYPSUM BOARD PAINTED FINISH I EMAIL:KACEY@IUSEELITE.COM 206.464.0700 f C3 I GOLD BOND FRAMING SMOOTH AND WASHABLE,COLOR:AS SCHEDULED ELITE LIGHTING,ESL-LED-30K ksmith©smithco.org • • c , [ PRISMATIC COVER W/LED LIGHT STRIP CONTACT:KACEY TRAN(323)895-8827 FURNISHED AND INSTALLED BY G.C.\ / K EMAIL:KACEY@IUSEELITE.COM http:/fwww.sm ithco.org/ e FUSION LIGHTING,ET-LED-381,ET-4'TRACK FURNISHED AND INSTALLED BYG.C. LED TRACK LIGHTING CONTACT:KACEY TRAN(323)895-8827 Consultant L EMAIL:KACEY@IUSEELITE.COM LITHONIA LIGHTING,ELA SERIES,PAR 36,12W/12V FURNISHED AND INSTALLED BY G.C. - EXTERIOR EMERGENCY LIGHTING INCANDESCENT,SINGLE HEAD,COLOR:BLACK M UL94V-01 UL 1598 NIGHT LIGHTING REQUIREMENTS:'NI." DESIGNATION INDICATED NIGHT LIGHT ON UNSWITCED CIRCUIT. 1.ONE NL BY SERVICE COUNTER,PDS(CASHIER 2.ONE NL BY EACH EXIT DOORS IN DINNING ROOM&BACK OF HOUSE 3.ONE NL BY MANAGER STATION A iB C D E F F.5 G \ / ` Consultant Registration Architect Registration I 'S" 4 { I 6992 pm rn u:d, A4, 0 ------11I � tit, �, I ®P 0.9�N K ISI \ / K'' y i x X XX.XxXxXXXXXX,.X X XXX / K X \'I 0 _ _ x _.... J C. } H / — �;.:( x I Irl x 0490 7.. .. • . . _ > erN <,:,_ K k I I \ / Issues and Revisions pIo 0 o J x a ct x I� 11 \/ x No. Date Issues By Check ®< I x 02.14.19 PERMIT SET KLS . .. • L.L. . 1 0 (-tj) K • I-1I i a —7 k Q ¢ 4 U T J X a 1 x s,),,, . :-.-'-,": y1 b \ Jz . ,„___, ,_, , . z�111---- li 0. 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O _ • '�• � Template 4.,5 120101 — —1- - — — — - • • • w z� + �:. F :'. . •• •• All ideas, designs, arrangements, and plans indicated or 03 -� L -•'- ---- I *vrvVvt'rr',+ ' represented by this drawing are owned by and the property of smith co. lie and were created, evolved, and developed L.! W for use on and in connection with the specified project. None of o Q a such ideas, designs, arrangements or plans shall be used _ 7H 1 , ® ®w o by or disclosed to any person, firm, or corporation for any w M M purpose whatsoever without the written permission of smith co. He. U . -, .7 L., U OU l., T. v U V7 — In cn ¢W 4 ®¢ O REFLECTED CEILING PLAN w h ii::‘, _ / 4 SCALE:311fi"=1'-0" o W111 f l ■ �� 4 4 85°' 850C Bakery Cafe 9753 SW Washington Sq. Rd. Space D02 Portland, OR 97223 II alit IL C*C. . 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:llwww.smithco.orgl Consultant • Consultant Registration Architect Registration A (B , ECD D E CD ___ r, G) � � �• � � ETH 0T P 5992 0 q tS SEAT1 LE, WA# ,. • 01 �u i I n , - Issues and Revisions 1 �[R C�R1AIN w �W k Q �:, k . Q rly � , % No. Date Issues By Check 7 1111! r �® h I( �Ir 1, o x 02.14.19 PERM T SET �xxxxxxxxxxxxxxxxxxxxxxxxxxxx.�cx ): O � � � r-1 OQ} W . 6...Eni. \ Lxi I = �/ r Qd Z ' p7 a r ® \ - I O k L. W x z � il x \ik , ,-H-I[-Xj ti } a m 0 c\,/ I � � z • :0 ® mho I I� x J 11 1 - -RAO I z4 00 co x . m X�1Ix 1 1 :To , i ./ It, 0 11 \II ,. a „n4I O xp1(-"' . limir Jul. .?,,.-1==i_. 1-`.�."tIn1 •l.i- -��' 8)1'4'' lIEllillltl (00 6 . 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'xxxxxx xxxxxxxxxx.xxxxxxxxxxKxrl Kx�:., © © © Computer File K-1.0.DWG i ,i,1 . > PICK-UP a o .. ...., IPIP _; cIf 1 ni_ — — — — la_ — 1Scale AS NOTED .7 , _i 1 1 1 ) ,,,. \ _} o a I _ _ _ � Template 4.3 (120101) �+� ¢ I ¢ All ideas, designs, arrangements, and plans indicated or 8�� - , o 0 o m in o o ® smith co. Ilc and were created, evolved, and developed I 1 r_,- -- j :__� a for use on and in connection with the specified project. None of g�►11►ae -.-.-- such ideas, designs, arrangements or plans shall be used _ _ �I`r- �idly, SAVE s SAval s slrai s sAVZf1L s Sl►QL s firm, or corporation for 1 r r r Ol Ft6N3W1. ■ ;■I�l. kai3AYI £X£ =S83AY1 £X£ =5213JIV1 CX£ =S213AV1 £X£ 0 =5Li3A £)(£ SHELFWiF any p p any E I 1 Kik_ �. L3REAo clrT by or disclosed to person, _ 178"1 7 �_____ --_ ._-.. —_—_ ► ,t , , purpose whatsoever without the written permission of smith co. Ilc. I I (1 EQUIPMENT PLAN 1 SCALE:114 1-0 EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE PLUMBING ELECTRICAL EQUIPMENT PLUMBING ELECTRICAL EQUIPMENT HOT COLD Z r HOT COLD z r ,_ REMARKS GAS WASTE WATER WATER W LOAD co m REMARKS GAS WASTE WATER WATER W LOAD m co < a 85° Z J ~ a. z < J I_ Q_ ITEM SIZE R.I.H. MBTU TYPE SIZE R.I.H. SIZE R.I.H. SIZE U AMPS WATTS H.P MODEL NO. MANUFACTURER DESCRIPTION OTY. ITEM ITEM SIZE R.I.H, MBTU TYPE SIZE R.I.H. SIZE R.I.H. SIZE U AMPS WATTS H.P 0 MODEL NO. MANUFACTURER DESCRIPTION OTY. ITEM TEA / COFFEE AREA BREAD PREP 19D R080 TANK 86.7 GAL 1 1/4 C.C. 0 CH31D54-1 EVERPURE STORAGE TANK 1 19D 1/2" FNPT COLD WATER R080 30-80 PSI @ 85"A.F.F. 6 1 EVAPORATOR SUPPLIED FS 1/2 1/2 21 3 208-240 G,C, 0 RPW2S BAXTER BAXTER BAXTER RETARDERR 1 6 PROOF 19A UNDER COUNTER GC 0 C350 LIVING WATER WATER FILTER SYSTEM 1 19A 6,000BTU/HR MIN. REMOTE CONDENSER REQUIRED 19C WALL MOUNTED GC 0 MRS-600HE-II EVERPURE WATER FILTER SYSTEM 1 19C 1 18A W/ UNDER SHELF 16GA G.C. G.C. 72X26X35 CUSTOM S.S. WORKTABLE 1 18A 8 5oC Sci kery Ccife 23 G.C. G.C. 18" TALL CUSTOM SNEEZE GUARD 1 23 188 W/ 2 UNDER SHELF & DRAWER 16GA G.C. G.C. 72X26X35 CUSTOM S.S. WORKTABLE 1 18B 26 W/ S.S. STRAINER 30 4600 1 208-240 G.C. 0 GB-5 LA MARZOCCO ESPRESSO MACHINE 1 26 22A 24"X26"70" G.C. 0 ASR-2022W GSW 20 LAYER PAN RACK 6 22A INFRONT 22B G.C. 0 SPE-1543WSTCTG FOOD MAKERS 15 LAYER PAN RACK 2 22B 9753 SW Washington Sq. Rd. 1 COMPARTMENT SINK 29 G.C. G.C. DI-1-2012 ADVANCE TABCO (DUMP SINK) 1 29 52 72"X14"X10-7/8" G.C. 0 WS-W1472 GSW S.S. WALL MOUNT 2 52 Space D02 SHELF 29P G.C. 0 64723 & 54437 FISHER FAUCET & SPOUT 29P 92A G.C. 0 - - TRASH CAN 1 92A Portland, OR 97223 34 20-90 PSI 19.5 4050 208 G.C. 0 H5X BUNN HOT WATER DISPENSER 1 34 BREAD BAKE 40 PROVIDE 6" SPLASH GUARD G.C. G.C. Di-1-10 ADVANCE TABCO HAND SINK 1 40 2 W/ 2 SHELF (4 OVENS) G.C. G.C. 48X30X35 ALLSTRONG S.S. WORK TABLE 2 2 ON BOTH SIDES 40P G.C. 0 64723 & 54437 FISHER FAUCET & SPOUT 1 40P GC TO LEVEL DECK11/Mit k c 0 . 7 PROVIDE TIME SWITCH 112A 40 3 220 G.C. 0 ABSEDO-384 ABS OVEN 1 7 41P G.C. 0 61549 & 54410 FISHER FAUCET & SPOUT 1 41P 1725 westlake avenue n 42 FS 1 G.C. G.C. HS-DSRO ALLSTRONG DROP IN DIPPER WELL 6 42 110/120 1-PH, 1A (EACH OVEN) suite 210 43 5-15P 3.3 1/5 1 115 G.C. 0 UCR36A BEVERAGE AIR UNDERCOUNTER 1 43 9 33,000 BTU (EACH OVEN) 1/2 33 3/4 5-15P 120 G.C. 0 G32D5/2C MOFFAT CONVECTION OVEN 1 9 seattle. Washington 98109 REFRIGERATOR 1�2 NPT MALE GAS (EACH OVEN) DOUBLE STACKED-GAS 44 FS 1 G.C. G.C. D278 KROWNE DROP IN ICE CHEST 2 44 i' CW CONNECTION (OPT. EACH OVEN) 206.838.5485 p 206.713.4076 in 47 1440 1 120 G.C. 0 SWIFT LA MARZOCCO COFFEE GRINDER 1 4721 W/ MIN. 6" SPLASH GUARD G.C. G.C. HS-1615SS GSW WALL MOUNT HAND 1 21 206.464.0700 f 488 115 G.C. 0 U200 EPSON DRINK TICKET PRINTER 1 48B ON BOTH SIDES SINK ksmith©smithco.org 49 G.C. G.C. 43.25 X 12 X CUSTOM MADE S.S. SHELF (TEA 1 49 21P G.C. 0 62839 & 54453 FISHER FAUCET & SPOUT 1 21P http://www.smithco.org/ 40.50 CANISTER STAND) 22A G.C. 0 SPE--1543WSTCTG FOOD MAKERS 15 LAYER PAN RACK 6 22A 49A G.C. G.C. 20X12X19 CUSTOM MADE S.S. SHELF (SMALL TEA 1 49AConsultant CANISTER STAND) 22B G.C. 0 SPE-1543WSTCTG FOOD MAKERS 15 LAYER PAN RACK 7 22B UNDERCOUNTER 27 40-80 PSI 5-15P 8.2 3.38 1/4 1 115 G,C. 0 WTR72A BEVERAGE AIR WORKTOP 1 27 53 5-15P 3.3 1/5 1 115 G.C. 0 UCR48A BEVERAGE AIR REFRIGERATOR 55 15 120 G.C. 0 #36019 VITAMIX SMOOTHIE BLENDER 2 55 52 72"X14"X10-7/8" G.C. 0 WS-W1472 GSW S.S. WALL MOUNT 1 52 SHELF 56 WITH DRAIN TRAY FS 1 3/8 G.C. 0 59099 FISHER DRINKING WATER 2 56 58 SEE MECH. DRAWINGS 120 G.C. G.C. CAPTIVE-AIRE TYPE II EXHAUST HOOD 1 58 FAUCET 62 110/220 G.C. 0 ET-899 Y-FANG CUP SEALER 1 62 58A SEE MECH. DRAWINGS 120 G.C. G.C. CAPTIVE-AIRE SHUT-OFF SWITCH 1 58A 58B SEE MECH. DRAWINGS 120 G.C. G.C. CAPTIVE-AIRE OVEN TIMER 1 58B 64 110/220 G.C. 0 ET-9E Y-FANG FRUCTOSE MACHINE 1 64 90 G.C. 0 DAC-5 ROUNDUP CUP DISPENSER 3 90 BREAD RNISH 93 G.C. 0 VITM-1442 VITAMIX PITCHER RINSER 1 93 1B G.C. 0 18X30X35 GSW S.S. STAND FOR TRAYS 1 18 93A G.C. 0 13080 FISHER PITCHER RINSER FAUCET 1 93A 5B W/ 2 UNDER SHELF G.C. G.C, 6OX26X35 CUSTOM S,S. WORK TOP TABLE 1 5B 96 G.C. 0 KNOCK CHUTE 1 96 POS / SERVICE AREA 22B G.C. 0 SPE-1543WSTCTG FOOD MARKERS 15 LAYER RAN RACK 2 22B Consultant Registration Architect Registration 48 NEED COUNTER 43.25" 120 G.C. 0 WS5A MICROS CASH REGISTER 3 48 BREAD DISPLAY (PASTRY) 48A 115 G.C. 0 TM-T88 EPSON POS PRINTER 4 48A REFRIGERATED SELF 51 W/COMMERCIAL SC 5-15P 11 1/2 1 115 G.C. 0 TOM-40L TURBO AIR SERVE CASE tito SD 441)9k 1 51 50A 5--20P 1 115 G.C. 0 ZW-C-305F KINGDOM 8' CAKE DISPLAY CASE 1 50 CASTERS , (�� 71 85 115 G.C. 0 49SM5KC LG LED TV MONITOR 3 71 70B NOT USED 70B k-4"' �'A SMITH S T01 G.C. 0 CUSTOM WRAPPING STATION 0 T01 2 LAYERS, 3 TRAYS 0 LT1 L.70D LIGHTS INSIDE MUST BE 115 G.C. 0 CUSTOM MADE BREAD SHELF 1 70D Pi 5992 0 TEA BACK-UP AREA SHATTERPROOF. iat 3 1 G.C. G.0 42X30X35 ALLSTRONG S.S. WORK TABLE 1 1 70F G.C. 0 CUSTOM MADE TONG AND TRAY 0 70F �Si Si1[�TLIL , CABINET `� . 11 5-15P 15 3.76 1/4 1 115 G.C. 0 WTR60 BEVERAGE AIR WORK TOP 1 11 ®F' r**- REFRIGERATOR 700 G.C. 0 CUSTOM MADE BREAD GIFT SHELF 0 700 16 NOT USED 16 3 LAYERS, 4 TRAYS 28 6350 1 220 G.C. 0 TB-35T FRESER TEA BREWER 2 28 70H LIGHTS INSIDE MUST BE 115 G.C. 0 CUSTOM MADE BREAD SHELF 6 70H 28A G.C. G.C. 42"X30"X24" CUSTOM TEA BREWER S.S. STAND 1 28A SHATTERPROOF. CONDIMENT Issues and Revisions 34 20-90 PSI 19.5 4050 208 G.C. 0 H5X BUNN HOT WATER DISPENSER 1 34 92 G.C. 0 CUSTOM MADE STATION/TRASH CAN 1 92 No. Date Issues By Check WALK-IN COOLER / rrttcccn 1 0 2.14.19 PERMIT SET KLS ICE BIN MODEL # 24 1 208/230 G.C. 0 KM-1340MRH HOSHIZAKI ICE MAKER W/ ICE 1 39 39 B-500PF BIN 32 120 G.C. G.C. CUSTOM AIRCOOLER WALK-IN COOLER 1 32 41 G.C. G.C. FC-1-1818-24 R OR L ADVANCE TABCO 1 COMPARTMENT SINK 1 41 33 120 G.C. G.C. CUSTOM AIRCOOLER WALK-IN FREEZER 1 33 • 52A 14"X60" G.C. 0 WS-W1460 GSW S.S. WALL MOUNT SHELF 1 52A 35 G.C. 0 VARIES THUNDER STORAGE SHELVES V .35 52C 14"X36" G.C. 0 WS-W1436 GSW S.S. WALL MOUNT CAKE DECOR 1 52C SHELF 13 G.C. 0 W-3VI APW CHOCOLATE WARMER 1 13 63 5-15P 6 7/8 110 G.C. 0 40756 VOLLRATH COUNTERTOP MIXER 1 63 BACK OF HOUSE AREA 178 W/ 1 UNDER SHELVES G.C. 0 30"X6O" ALLSTRONG WORK TABLE 1 17B 19 MAX. 6.7 GPM, CAPACITY G.C. 0 EV9329-54 EVERPURE WATER FILTER SYSTEM 1 19 22B NOT USED 22B 36,000 GAL. 10-125 PSI 20 11'-6" X 2'-3" G.C. G.C. - CUSTOM 3 COMPARTMENT SINK 1 20 22C G.C. 0 SPE 8753WSTGTG FOOD MAKERS 8 LAYER PAN RACK 2 22C W/ BLACK GRANITE COUNTER WORKTOP 20A G.C. 0 SPAR-RP-4 FISHER POT RACK 1 20A 24 TOP, G.C. SUPPLY 5-15P 8.2 3.38 1/4 1 115 G.C. 0 WTR72A BEVERAGE AIR REFRIGERATOR 1 24 0 52922, 71366, 61549, 20P G.C. 54429 FISHER FAUCET & SPOUT 1 20P 30 5-15R 15 1000 G.C. 0 R-21LCF SHARP MICROWAVE OVEN 1 30 W/ MIN. 6" SPLASH GUARD WALL MOUNT HAND 30A G.C. 0 TMWS-1922 TURBO AIR MICROWAVE SHELF 1 30A 21 ON BOTH SIDES G.C. G.0 HS 1615SS GSW SINK 2 21 S.S. WALL MOUNT 52 72 X14°X10-7/8" G.C. 0 WS-W1472 GSW SHELF 1 52 Project Name 85°C Bakery Cafe — USA 21P G.0 0 62839 & FISHER FAUCET & SPOUT 2 21P 54453 AC G.C. 0 vRBWN12HP230 GREE WALL MOUNT AC 1 AC Project Number 02016063.01 PROVIDE 6'-0" MIN, S.S, 31 SPLASH GUARD ON BOTH G.C. G.C. 9-0P-20 ADVANCE TABOO MOP SINK 1 31 16 3400 208 G.C. 0 SR-341C SMARTSCAMN COUNTER 0 16 Description EQUIPMENT SCHEDULE SIDES 240V 31P G.C. 0 19798 FISHER FAUCET 1 31P RIRNITURE Computer File K-2.0.DWG 35 G.C. 0 VARIES THUNDER STORAGE RACK V 35 Fl 8 CHAIRS V F1 36B MOUNT ON WALL G.C. G.C. T-H3-DV-N TAKAGI WATER HEATER (GAS) 2 36B F2 4 TABLES V F2 Scale AS NOTED F3 0 COMMUNAL TABLE V F3 37 G.C. 0 ELS-5DR GSW LOCKERS 2 37 F4 BAR HEIGHT 42" G.0 G.C. LEDGER TABLE V F4 Template 4.3 (120101) G.C. 0 WS-W1424 GSW S.S. WALL MOUNT 1 52B F5 BAR HEIGHT 42" 6 BAR HT. CHAIRS V F5 52B 48"X14" SHELF All ideas, designs, arrangements, and plans indicated or S.S. WALL MOUNT represented by this drawing are owned by and the property of 52D 24"X14" G.C. 0 WS W1448 GSW SHELF 1 52D smith co. 11c and were created, evolved, and developed for use on and in connection with the specified project. None of 54 5.1 115 G.C. 0 36CH/36NCH* MARS AIR AIR CURTAIN 2 54 such ideas, designs, arrangements or plans shall be used 87 INCLUDE FAN G.C. O.C. CUSTOM MANAGERS DESK 1 87 by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. 88 115 G.C. 0 TIME CLOCK 1 88 89 1400 110 G.C. 0 AB14-GREY DYSON AIRBLADE HAND DRYER 1 89 - X I / X X 1 X ,7 1 x C410.2.1 WALK-IN COOLERS AND WALK-IN FREEZERS. WALK-IN COOLER/ FREEZER SPECIFICATIONS: MASTER-BILT PRODUCTS OR EQUAL ,, - 1Q9 x SITE-ASSEMBLED OR SITE-CONSTRUCTED WALK-IN COOLERS AND I /�___ ___ NOTE: WALK-INS WITH WALL PANELS 112" OR TALLER WILL HAVE RIBS 5-3/4" ON • WALK-IN FREEZERS SHALL COMPLY WITH THE FOLLOWING: r-'-1_, GENDER1x 85°CENTER ON WALLS AND CEILINGS (EXCEPT FOR ST/ST FINISHES AND/OR HARDI RAIL 1 (0 1 . AUTOMATIC DOOR CLOSERS SHALL BE PROVIDED THAT CONSTRUCTION) UNLESS SPECIFIED OTHERWISE. X .---1' 1 X i ® RESTROOM ; X FULLY CLOSE WALK-1N DOORS THAT HAVE BEEN CLOSED TO ! T4k411X ; ; '\ _ x CI 8 5 - - - WITHIN 1 INCH (25 MM) OF FULL CLOSURE. NOTE: CEILING DESIGNED TO SUPPORT ITS OWN WEIGHT ONLY. DO NOT USE THE FILTER X i 1-- _- x EXCEPTION: CLOSERS ARE NOT REQUIRED FOR DOORS TOP OF THE WALK-IN FOR STORAGE SPACE. I TflLIIU l x SY TEM TANK 1�Y X MORE THAN 45 INCHES (1143 MM) IN WIDTH OR ---- , INSULATED CONCRETE FLOOR BY OTHERS. • . •• •. .. •.•. • ♦. • ` 'i MORE THAN 7 FEET (2134 MM) IN HEIGHT. . n o UNLESS OTHERWISE NOTED, REFRIGERATION SYSTEMS ON THIS ARE SIZED FOR lE" ;i; 2. DOORWAYS SHALL BE PROVIDED WITH STRIP DOORS, HOLDING DUTY ONLY; NO PRODUCT LOAD OR PULL-DOWN IS INCLUDED. 4 Ma Ian CURTAINS, SPRING-HINGED DOORS OR OTHER METHOD OF MASTER-BILT 4" URETHANE FOAM WALK !N, NSF CONSTRUCTION, FM SPEC TESTED I o, 103 `� MINIMIZING INFILTRATION WHEN THE DOORS ARE OPEN. PER ASTM E84-03. FREEZER OF, LESS FLOOR. .� SERVICE z (.10 ) 8 5t Baker safe X L'511= L WALK-IN AREA X a FREEZER 3. WALK-IN COOLER WALLS, CEILINGS AND DOORS SHALL BE FINISHES: b.1 X a PROVIDED WITH INSULATION HAVING A THERMAL 26 GA. ACRYLIC STUCCO GALVANIZED - INTERIOR WALL, EXTERIOR WALL, INTERIOR E X RESISTANCE OF NOT LESS THAN R-25 OR HAVE WALL, CEILING, EXTERIOR CEILING X9751 SW Washington Sq Rd LII xCEILINGANDDOORASSEMBLYU-FACTORSNOGREATER SITE ACCESSORIES x , Space D01 THAN U-0.039. WALK-IN FREEZERS WALLS, CEILINGS ( 2 ) 44-01077 MAGNUM FLOW VENTILATOR, 230V, FACTORY MOUNTED IN WALL PANEL d_ x AND DOORS SHALL BE PROVIDED WITH INSULATION (700-11426). Y X _ Portland, OR 97223 HAVING A THERMAL RESISTANCE OF NOT LESS THAN R-32 ° I g �19 OR HAVE WALL, CEILING, DOOR AND SLAB ASSEMBLY 26 GA STUCCO GALVANIZED FRONT, 26 GA STUCCO GALVANIZED BACK, ANODIZED U-FACTORS NO GREATER THAN U-0.030. ALUMINUM CASING .� _i_ EXCEPTION: INSULATION IS NOT REQUIRED FOR ALUMINUM TRACK � ci .- smith C 0 GLAZED PORTIONS OF DOORS OR AT STRUCTURAL STRUCTURAL REINFORCEMENT • Q lip MEMBERS ASSOCIATED WITH THE WALLS, CEILING OR PULL CORD CONTROL FOR FRONT AND BACK OF THE DOOR suuiteite 210 Westlake avenue n DOOR FRAME. HEAT LOCATION:. HEAT IN 4 SIDES OF DOOR - Seattle, Washington 98109 • 0 �' 206.838.5485 p 4. THE FLOOR OF WALK-IN FREEZERS SHALL BE PROVIDED GALVANIZED STUCCO WOOD METAL CLAD MIRROR IMAGE TRIM •;••4•+.4;. , H ^^� - F5 - - - -z. 206.713.4076 m WITH INSULATION HAVING A THERMAL RESISTANCE OF NOT Et I 206.464.0700 f LESS THAN R-28 OR HAVE A FLOOR ASSEMBLY U-FACTOR 8" GALVANIZED CARRIAGE BOLT WALL FASTENERS RiT 107 NO GREATER THAN U-0.035. �_ �� WALK-IN ksmith©smithco.org ADD OPTION HEAT IN 3 SIDES OF FRAME FOR COLD SIDE TEMPS BELOW MINUS 10* COOLER tlttp:l/www.smithco.orgl GALVANIZED FRONT LOCKING WITH EMERGENCY RELEASE. AVIIII �r5. TRANSPARENT REACH-IN DOORS FOR AND WINDOWS INI �] OPAQUE WALK-IN FREEZER DOORS SHALL BE PROVIDED ( 1 ) 745338X705 8' X 10' VINYL STRIP CURTAIN, 8" STRIPS, 2/3 OVERLAP. u o 11 04.00 Consultant WITH TRIPLE-PANE GLASS HAVING THE INTERSTITIAL REFRIGERATION SYSTEMS 1,11 :i�� lik 1 ill a♦ -' SPACES FILLED WITH INERT GAS OR PROVIDED WITH 2603.4.1.2 COOLER AND FREEZER WALLS. ---1',. , v HEAT REFLECTIVE TREATED GLASS. FOAM PLASTIC INSTALLED IN A MAXIMUM THICKNESS OF 10 INCHES (254 MM) IN �" 10,71 I COOLER AND FREEZER WALLS SHALL: _ 6. TRANSPARENT REACH IN DOORS AND WINDOWS 1N ' ��`« '_�._ 'A x_r`K ` ' ' OPAQUE WALK-IN COOLER DOORS SHALL BE 1. HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A -CI i r' Th-F.- gi SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450, � �_- I �_��__ DOUBLE-PANE HEAT-REFLECTIVE TREATED GLASS HAVING /•_��!- III / .. SINK THE INTERSTITIAL SPACE GAS FILLED. WHERE TESTED IN A MINIMUM 4-INCH (102 MM) THICKNESS. 4 J��O�, . , rn 3015 N11310 )1NIS 'diH03 3015 BIOS Oa 2. HAVE FLASH IGNITION AND SELF-IGNITION TEMPERATURES I �n� gl X01 i �. 7. EVAPORATOR FAN MOTORS THAT ARE LESS THAN 1 HP OF NOT LESS THAN 600°F AND 800°F (316°C AND (0.746 KW) AND LESS THAN 460 VOLTS SHALL BE 427°C), RESPECTIVELY. ELECTRONICALLY COMMUTATED MOTORS OR 3-PHASE 0 ENLARGED PLAN DOOR HARDWARE MUST BE OPERABLE FROM THE INSIDE AT ALL TIMES, AND SHALL NOT MOTORS. 3. HAVE A COVERING OF NOT LESS THAN 0.032-INCH (0.8 REQUIRE MORE THAN ONE OPERATION TO UNLATCH. MM) ALUMINUM OR CORROSION-RESISTANT STEEL HAVING SCALE: 114"=1'-0" Consultant Registration Architect Registration 8. CONDENSER FAN MOTORS THAT ARE LESS THAN 1 HP A BASE METAL THICKNESS NOT LESS THAN 0.0160 (0.746 KW) IN CAPACITY SHALL BE OF THE INCH (0.4 MM) AT ANY POINT. ELECTRONICALLY COMMUTATED OR PERMANENT SPLIT 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN 4 Akn CAPACITOR-TYPE OR SHALL BE 3-PHASE MOTORS. ACCORDANCE WITH SECTION 903.3.1.1. WHERE THE �CO '�,'A EXCEPTION: FAN MOTORS IN WALK-IN COOLERS AND COOLER OR FREEZER IS WITHIN A BUILDING, BOTH THE 0 KUI[°l1�[L. s � 0 WALK-IN FREEZERS COMBINED IN A SINGLE COOLER OR FREEZER AND THAT PART OF THE BUILDING IN 6992 C) ENCLOSURE GREATER THAN 3,000 SQUARE FEET (279 WHICH IT IS LOCATED SHALL BE SPRINKLERED. M2) IN FLOOR AREA ARE EXEMPT. 3f"1C 3EA AE, WA 2603.4.1.3 WALK-IN COOLERS. `� IN NONSPRINKLERED BUILDINGS, FOAM PLASTIC HAVING A THICKNESS THAT 17 ��`��N 9. ANTISWEAT HEATERS THAT ARE NOT PROVIDED WITH DOES NOT EXCEED 4 INCHES (102 MM) ANDA MAXIMUM FLAME SPREAD INDEX OF 75 OF0 ANTISWEAT HEATER CONTROLS SHALL HAVE A TOTAL DOOR IS PERMITTED IN WALK-IN COOLERS OR FREEZER UNITS WHERE THE RAIL, GLASS AND FRAME HEATER POWER DRAW NOT AGGREGATE FLOOR AREA DOES NOT EXCEED 400 SQUARE FEET (37 M2) AND GREATER THAN 7.1 W/FT2 (76 W/M2) OF DOOR THE FOAM PLASTIC IS COVERED BY A METAL FACING NOT LESS THAN OPENING FOR WALK-IN FREEZERS, AND NOT GREATER THAN 0.032 INCHTHICK (0.81 MM) ALUMINUM OR CORROSION RESISTANT STEEL Issues and Revisions HAVING A MINIMUM BASE METAL THICKNESS OF 0.016 INCH (0.41 MM). A 3.0 W/FT2 (32 W/M2) OF DOOR OPENING FOR WALK-IN THICKNESS OF UP TO 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A No. Date Issues By Check COOLERS. THERMAL BARRIER. 1 02.14.1 9 PERMIT SET ', 10. ANTISWEAT HEATER CONTROLS SHALL BE CAPABLE OF REDUCING THE ENERGY USE OF THE ANTISWEAT HEATER AS A FUNCTION OF THE RELATIVE HUMIDITY IN THE AIR OUTSIDE THE DOOR OR TO THE CONDENSATION ON THE INNER GLASS PANE. 2603.4. 1.2 Cooler and freezer walls . Foam plastic installed in a maximum thickness 11 . LIGHT SOURCES SHALL HAVE AN EFFICACY OF NOT LESS of 10 inches (254 mm) in cooler and freezer walls shall: ALL PANELS AND DOORS ARE 4 1/2" THICK or LESS THAN 40 LUMENS PER WATT, INCLUDING ANY BALLAST 1. Have a flame spread index of 25 or less and a smoke developed index of not more LOSSES, OR SHALL BE PROVIDED WITH A DEVICE THAT than 450, where tested in a minimum 4 inch (102 mm) thickness. FLAME WAREHOUSE FREEZER > AUTOMATICALLY TURNS OFF THE LIGHTS WITHIN 15 SPREAD 20 AND SMOKE 450, SEE ABOVE uI FILE R5629 #10 X 3 4" LG. SHT. MINUTES OF WHEN THE WALK-IN COOLER OR WALK-IN 2. Have flash ignition and self-ignition temperatures of not less than 600°F and 800°F DPS SL-504 CONT. BEAD OF METAL SCREW ,,@ 12 O.C. (316°C and 427°C), respectively. FLASH 833F, SELF IGNIT 806F, SEE SLIP LOCK PANEL SEALANT FREEZER WAS LAST OCCUPIED. ABOVE ul FILE R5629SEALANT DPS WALL PANEL 8" THICK WARM SIDE 26GA. T-NNN'.... IRR#25368 1" COPPER 3. Have a covering of not less than 0.032 -inch ( 0.8 mm) aluminum orR-VALUE - 34.8 CONDENSATE PIPE, corrosion-resistant steel having a base metal thickness not less than 0.0160 inch ( 0.42%- -�-�-� SLOPE TO DPS SERIES 500 mm) at any point. ABOVE FOAM IS COVERED BY .080" ALUMINUM 6�•••••a••kw�� 0.0•••41••-. o ., Doir••••••••i •••••••••a FLOORSINK q OR .0187" STEEL METAL � • • • • • • 4141 • • _ o IStilSISlili - • iProectName 85C Baker Cafe - USA �•�a " ) Y•••�- _4. Be protected by an automatic sprinkler system in accordance with Section 903.3. J 1.1. Where the cooler or freezer is within a building, bath the cooler or freezer and that IN • • a - part of the building in which it is located shall be sprinklered. Unknow if ••••. ' to �` J > Project Number 02016063.01 sprinkler to be documented by others than IB -� cL #8 X 314" LG. SHT. METAL SCREW ��7 i•• T- . V Description WALK-IN COOLER DETAILS METAL SCREW @ 12 O.C. �r EP 1" 16 GA. BRACKET l ••••• #10 X 3/4 LG. SHT. #10 X 314" LG. SHT. � *Silo ---METAL SCREW DPS SL 504 METAL SCREW ••••• Computer File C 1.O.DWG SLIP LOCK CONNECTION SLIP LCCK @ 12" 0.C. 11:1:11;; @ 12" O.C. PWICONTINUOUS 4/-PANELI? L x 2" x 26 GA, NSF LABEL SEALANT WARM SIDE INSIDE CORNER TRIMSCale AS NOTED #7 • • • • 0 #10 }(34" LG.SHT.N.S.F. LISTED (STD ) t . .41.41• METALSCREW DPS SERIES 500 �� COMPONENT N.S.F. GASKET @ALL PANEL JOINTS -��•�•�•�.��• •�•�•�•�•�_ PARTITION •PANEL = = Freezer: 10039 BTUs @ 18 hrs/day 10.41•41.0111‘14t�•4•1•11•� RR# 25368 - • j • Template 4.3 (120101 ) Cooler: 1400 BTUS @ 16 hrs/day 0 All ideas, designs, arrangements, and plans indicated or .) ' represented by this drawing are owned by and the property of THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, / WALL PANEL smith co. Ilc and were created, evolved, and developed SECTION 5, PARAGRAPH 5.96.7, REQUIREMENTS (REF. TABLE 1). R-VALUE = 34.8 for use on and in connection with the specified project. None of THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN / RECOMMENDS CONSULTING WITH A QUALIFIED ENGINEER OR CONTRACTOR PANEL CONNECTION NTS C3 ,, PIPING SUPPORT DETAIL IVT 2 '' WALL / CLNG. CORNER DETAIL NTS 1 purpose whatsoever without the written permission of smith co. Ilc. CONTRACTOR. c- to EXTERIOR 11111 2 X 4 CAULKING METAL EXTERIOR FOAM i _, INTFRIOR CALIFORNIA WALK-IN CALIFORNIA WALK-IN :•' WALL PANEL 3/4° X 3/4° X 16 GA. CA L j� � :i � ': _: :`: ALUM. ANGLE Specifications `��. ..� v 6" COVE BASE_, O 011 Ceiling Panels can span up I PLUG Bl1TrON CAM LOCK FASTENER1::-`4...-:::' ' 48" O.C. MAX. W"- #12 X 3" TEK toSILCONE without Interior Support COOLER WALL CONNECTION INTERIOR 8 5 s`i-_ SCREWS CO 23" O.C. III WALK-INS NI GASKET FOR HINGED WALK-IN DOORS _ ----�-� mm Shall be prefabricated,all metal clad and section- An NSF approved sponge rubber gasket, easily (Nes) HILTI DRIVE PINS —f -. - ally constructed for accurate and simple field removable, shall be mounted on top and two WITH MIN. 1-1/2" .-. erection,with provisions for easy disassembly for sides of doors with a positive type latch. The EMB. 23" O.C. WALL TO CONCRETE FLOOR future expansion or relocation. bottom edge of each door shall have a double (ESR 2269} (N.T.S,) NSF Coved Corners (LARR 25675) • and "T" Sections. • Cam Lock Panelbladed adjustable neoprene wiper gasket. All 1' X 6-1/2" CONT. 26 GA 3/8" X 6" LAG BOLT Fasteners for gaskets to be resistant to fats, water, oil, and GAIN. STEEL TOP CAP AND WASHER 23' O.C. 50C Fully Insulated ��.+ SC Ee x 5/a' TEK BakeryCafe PANEL CONSTRUCTION sunlight and shall be easilyreplaceable. SCREWS 23" o.C. _ ,; -- _ ,, . 4' Easy Assembly. A w,�,,.. �` '; s` %' , ; :" �`�� All panels must be interchangeable for fast as- '';:•„.; _ ^ ' ; i�f� ;r"`'` ,.,.e sembly.They shall consist of exterior and interior �I� xI : �' , 4, •,, lir 1 .9J4 t "- metal pans precisely formed to insure proper II ANTI-CONDENSATE DOOR HEATERS i1 .. --- 0,- „el- s14. '., is �Olr ' size. Insulation must be "foamed-in-place" rigid All freezer doors shall have 2 sets of anti-conden- Pillh- u - } ,:;.z.t ;±T' + • r ` ►: urethane to bind to exterior and interiordie formed sate heater cables concealed in the door jamb. . , • . 9751 SW Washington SqRd Heavy Duly Chrome .w= i'- * pans. 2 x 4 1" x 6-1/2" CONT. 26 GA opir• + - - etv. STEEL TOP CAP Hinges, Positive . S ace DOIIII HINGED WALK-tN DOORS W/ #8 X O/a" TEKl Latch, Vapor Proof1 � i'�f - SCREWS +� 23" o.c. !i. f• N, , NI FINISHES Standard hinged entrace doors shall be overlap — - • Portland, DR 97223 Light Fixture, i i"1 i;r�:;- :*' '1. Panels covered in one or a combination of the in-fitting with one inch off-set. Finish to be as WALL PANEL FOAM .lt+a following: specified and insulation to be foamed-in-place. CAM-LOCK FASTENER Switch/Pilot Light. 4 ., g pp se. a 4a" o.e. Ilex & 2-1/2" Diameter ! .' " • �4; Compression gasket around perimeter of door, COOLER CEILING/WALL CONNECTION =st, t • .032 stucco embossed aluminum except bottom to have floor sweep gasket. (N.T.S.)til Thermometer r' �;k`- • 24 gauge stucco embossed galvanized steel Doors may also be specified to be flush in fitting -. • ,.- ... il alith ! 4110 • Acc. Standard • ...e• �2 t '. • 24 gauge prime galvanized steel and can be supplied with magnetic gasket. Sizes ''.. ,. •• 24 gauge white enamel on stucco embossed available: 1-1/2" X 6-1/2" 16 GA WALL PANEL I :� ;' GALV. STEEL ANGLE WALL PANEL 1725 Westlake avenue n galvanized steel. Section Clear Opening COOLER CAM-LOCK CEILING/WALL CONNECTION suite 210 2 •24 gauge stainless steel 47" 30" x 78" (N.T.s.) Seattle, Washington 98109 47" 35" x 7$" #12 X 1-1/2° ■ INSULATIQN 54" 42"x 78" I TEK SCREWS 0 12" O.C. 206.838.5485 p "Foamed"Foamed-in-place"urethane, class i—"Foamed Other sizes and styles of doors such as sliding 3/4° X 3/4" X 16 GA 206.713.4076 m Pre wired " .k and double swing may be specified. = == � 206.464.0700 f in-place"urethane insulation shall be used in 2-4 i ALUM. ANGLE Door Frame on " '",, " pound density with a"K"factor rating of .12.The #12 X 1-1/2" -•, 6° COVE BASE • Freezer Doorsi'. �: : � ". insulation should be rated asfireretardant — T K SCREWS d '- ksmith@smithco.org 1. I'•... -1 a at #a dant type III NSF AND UL'STANDARDS E S EW5 X12 X 2-1/2° TEK7::,- ,p,;..:.„,,..2..., http://www.smithco.org/ ,5, `., 4 r ' 4-- e . with a flame spread of 25 maximum and smoke f 12" O.C. illigir • SCREWS 0 23" 0.C. .- L. "-' '; r The walk-in and refrigeration components shall we ecio. ,•i•,i.:.: +'�a �... .. � emission of 450 maximum, as per ASTM-E 84 `� �� II I I :, _ ;� y. meet NSF and UL standards. l n K# �. ,, designation.The insulation must remainstable at _".: - I I 1 I y `�;• ^ : -. . o o = ; .: ' 11 I I Consultant ee a temperature range of -60 F to t1 50 F. —� II , `r. , - - 1 1 ''' eN �:- ,. HILTI DRIVE PINS = `v , �r., 'rx •.r.•.,.rr;54.: 4i: t� tee II FLAME SPREAD 25 RATING IIS` • y WITH MIN. 1-1/2" :1'4.;! ''" '',. r PANEL FASTENERS California walk-in panels have been tested ac- EMB. 0 23" O.C. fII ;;� ,, •' e ••;...ee',,- ':r :':'..� -•:' cordingtoASTM-E84proceduresandexceed the (ESR 2269) FLOOR PANEL 1 1 All vertical waft sections,floor sections and ceiling iii .� ,5 requirements for a flame spread 25 rating, (LARR 25675) II III I Galvanized or sec#ionjointsshallbefastenedtogetherwithsteei WALL TO PRE-FAB FLOOR ll 1 1 ' • '. eE'.' -� cam action speed locks. Each device shall con- (N.T.$) CAM LOCK DELTAIL Stainless Steel \ ' , sist of a precisely located cam lock and steel Insulated Floors III WARRANTY a�S� encased pin. The device shall be actuated from In addition to the standard one-year warranty Available inside of the walk-in with a standard hex type against defective materials and workmanship, 7- APPROVED: Allen wrench. A wrench will be furnished with manufacturer warrants the polyurethane insula- -- each walk-in delivered. Snap caps will be pro- tiara used on it's products against deterioration �"J e n e GENERAL RESTAURANT EQUIPMENT lit al) DATE: 12/8/2011 vided to close wrench hates. and chemical breakdown for a period of 5 years. RESTAURANT EQUIPMENT CO. WALK-IN COOLER INSTALLATION DETAILS DRAWN BY: MICHAEL 1740 ALBION ST. , ANGELES, CA 90031 8357 SULTANA AVE., FONTANA, CA 92335 SSL: (323) 22-1522 j FAX: (323) 225-2087 SCALE: None (714) 355-3778 - FAX (714) 355-1327 IT. NO.: } Consultant Registration Architect Registration EXTERIOR -0° .,�p� HIGH DENSITY CAULKING FOAM STUDS METAL f METAL �� kin FOAM ., '� �: = : / I & LM L. M' H '0 k:-- : ,' x 6-t/2• CONT. .-''.:::.:`,-:7.: :...;-•-.:-; ..,::::.......-..-;',V4 �j�~ 26 GA. GALV STffL _. P 6992 TOP CAP WITH s X -�� 5/B' TEK SCREWS I 0 23' O.C. . ''; CAM-LOCK FASTENER CEILING I1ISEATTLE, WA,, . i PLUG BUTTON -.` 4s' o.c. MAX Paha . - a SILCONE 0 48" O.C. MAX. OP Or INTERIOR Lly: FREEZER WALL CONNECTION (N.T.S.) FREEZER CEILING/ WALL CONNECTION (N.T.S.) —0-----WALL PANEL Issues and Revisions No. Date Issues By Check HIGH DENSITY CAM-LOCK F ENfR 1 02.14.19 P E MIT SET K L S FOAM STUDS 48' o.c. vnn #12 X 1-1/2" �_ ! BUILT-IN TEK SCREWS 0 12" O.C. COVE BASE ely....:::;:.:70..;...::.:.....,:.....7.-::•-e-e%.i.:....:::..:e 4,1 Ii, \-- WALL TO PRE-FAB FLOOR NSF FLOOR PANEL (N.T.S.) 1-1/2' X6-1/2" 16 GA. GALV. STEEL ANGLE WALL PANEL #12 X 1-1/2" [ z TEK SCREWS 0 12° o.c. !? Project Name 85°C Bakery Cafe — USA 3/4" X 3/4" X 16 GA. j � G. � .�ALUM. ANGLE I I I l 1 #121X 1-1/2" 6" COVE BASE [ i 11 I I ii Project Number 02016063.01 TEK SCREWS #12 X 2-1/2" TEK -- • ll'' ll�I Description COOLER DRAWINGS 0 12" O.C. _ SCREWS 23" O.C. !ill]I . „.::,. :::„\.,:...,\,_....,.„ ..:, e. i1 ��i i Computer File C 2.O.DWG HILTI DRIVE PINS s`; II I I WITH MIN. 1-1/2° CAM LOCK DELTAIL EMB. 0 23” 0.C. oat) Scale AS NOTED (ESR 2269) FLOOR PANEL (LARR 25675) WALL TO PRE-FAB FLOOR (M.I.5.) Template 4.3 (120101 All ideas, designs, arrangements, and plans indicated or / represented by this drawing are owned by and the property of / }APPRDVED: smith co. IIc and were created. evolved, and developed •. for use on and in connection with the specified project. None of "� —s "� GENERAL RESTAURANT EQUIPMENT DATE: such ideas, designs, arrangements or plans shall be used RESTAURANT EQUIPMENT CO. WALK-IN FREEZER INSTALLATION DETAILS DRAWN MICHAEL by or disclosed to any person, firm, or corporation for any 1740 ALBIObT l`s . , ANGELES, CA 90031 purpose whatsoever without the written permission of smith co. IIc. TEL: (323) 22-1522 / FAX: (323) 225-2087 SCALE: None R. NO.: /� PROVIDE A4"DEEP PLANTING NOTES PLANT SCHEDt li. WATERING BASIN. WATER 2-2"X2" FIR STAKES, PRE-STAINED 1. The landscape contractor shall be responsible for familirizing themselves with 01. IN THE TREE THEN REMOVE ,� BROWN. DRIVEN INTO STABLE other site improvements prior to the start of construction of any landscape work. SYMBOL BOTANICAL/COMMON NAME SIZE/COMMENTS AFTER TREE IS WATERED UNDISTURBED SOIL. PARALLEL, IN THOUROUGHLY EVEN TOPPED&UNSCARRED 2. The landscape contractor shall use caution while excavating to avoid disturbing TREES any utilities. If utilities are encountered the contractor shall promply advise the PLANT PIT `r9 __ 2-HOSE AND 12 GUAGE WIRE TIES general contractor, utility company and anyone interested in the disruption. The EXCAVATED TO NAIL WIRE TO STAKE TO landscape contractor,before ang digging has begun,shall call fora location of all 0(II 1-1/2 TIMES THE STABILIZE ulifitiesbyal°ca"°ca"an service. 4111111111\ U mus x 'Morton - Accolade 2" CAL., MATCHED SET, B&B, 10' MIN. ROOTBALL DEPTH AND 2 TIMES THE WIDTH • FINISH GRADE 3. The landscape contractor,or owner as mutually agreed upon,shall maintain and Ulmaceae (Elm) HT., BRANCHED @ 5', SPECIMEN QUALITY 85 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. SPECIFICATIONS 4. The landscape contractor shall be responsible for computing spectfic quanitities a.N 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 canter VILLAGE GREEN ZELKOVA 2" CAL., MATCHED SET, B&B, 40' MIN. O.C. SPACING 1 _ _ `--� —111-1 1-1I1— I i— I I—III— !- ;; �,��. ,,.r. z _ 1 spacing setforth within the plant materials legend. for soils and mulches use the HT.,0 BRANCHED @ 5', SPECIMEN QUALITY -II — I = I C -hili° o I — I_ _ ��.'•rwwxY�� depths indicated in these plan notes. 1I I 4 ilii I — 1—=1 L - - 4" DIA.PERFORATED DRAIN LINE, — �� I 5. Ground covers,if used,shall be planted in an equilateral triangular pattern at the BakeryCafe _ 1' ,�—� DAYLIGHSE IF REQUIRED, RUN TO on center spacing indicated in the plant materials legend. If one gallon or larger (e—ip- EXTRA HEAVY " EMERALD GREEN" ARBORVITAE 5' 7" MIN. O.C. SPACING • — I I �� I ' DAYLIGHT shrubs are used in a mass planting they are to be considered as ground covers and . � ��PULL BACK 112 OF BURLAP I i AGRIFORM FERTILIZER TABLETS the same spacing and planting requirements will apply. Where ground covers abut /� 51-6" AT TIME OF PLANTING AND CUT WIRE BASKET QUANTITY PER MANUFACTURES a curb,walk,sign pole,etc.the minimum planting distance shall be 12'from the IFATTACHED SPECIFICATIONS item encountered. 9753 SW Washington Sq. Rd. HAND COMPACTED BACKFILL MIX � 1i Space D02 MOUNDED TO SUPPORT THE TREE ROOT 6. The landscape contractor is responsible for providing and planting the quantity of BALL CROWN 1"ABOVE THE FINISH GRADE plants that are represented by symbols on on the plan set drawing. #� PURPLE DAWYCK BEECH 2 CAL., MATCHED SET, B&B, 40 MIN. O.C. SPACING r WHILE BEING BACKFILLED WITH THE 7. All sub-grades shall be set by the general contractor to be one tenth finish grade �" HT., BRANCHED @ 5', SPECIMEN QUALITY Portland OR 97223 SPECIFIED BACKFILL MIXT less the depth of the specified imported top soil. DECIDUOUS TREE PLANTING AND STAKING DETAIL 8. A minimum of 4'of three way topsoil shall be placed in all new planted areas SHRUBS soil shall be roto-tilled into the sub-grade a minimum of 6". NT.s 9. A minimum of 2"depth of medium bark mulch shall be placed within all shrub CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'/ 5 GAL. CONT., 24" MIN. HT., FULL lintith C 0 . bed areas. 'KARL FOERSTER' FEATHER REED GRASS & BUSHY, MATCHED VARIETIES 10. All plant materials shall be fertilized with Agro transplant fertilizer 4-2-2 1725 westla ke avenue n 11. All plant materials shall conform to the current A.A.N.standards for nursery stock- © MAHON IA AQUIFOLIUM 15-18" HT., B&B, suite 210 MULCH: USE SPECIFIED MULCH NOTE: EXISTING MULCH/TOPSOILOKAY (latest edition).any plants that do not meet the standard shall be removed from OREGON GRAPE FULL & BUSHY wattle, washin ton 98109 AT SPECIFI ED DEPTH. TO REUSE. the site at once and replaced with a proper specimen. washing ton DEPTH TO PLANTMISCANTHUS SINENSIS 'MORNING LIGHT'/ 5 GAL. CONT., 18" MIN. HT., 206.838.5485 p TRUNK. PROVIDE A4" DEEP WATERING 12. Plant and stake all materials per the plan set details. 'MORNING LIGHT' MISCANTHUS FULL & BUSHY 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 coveragewithout overspray onto sued 206.464.0700 f TOPSOIL PER IN THE SHRUB THEN REMOVE BASIN g py paved SPECIFICATIONS areas. +AV 410. ksmith©smithco.org 4014 14. The landscape contractor shall guarantee and warranty all materials and related http://www.smithco.org/ Zaiiiih, �� workmanship of installation for a period of one year and/or one complate growing A`��,ta KINNIKINNICK AND BEAR BERRY 1 GAL. CONT., PLANT @ 24" O.C. p FINISH GRADE ROUGH GRADE • 4 VANCOUVER JADE SHALL PROVIDE 90% COVERAGE IN 3 YEARS I 'IlliConsultant Ii2iii:►.ttttttt = .a', f.p- - 'ayiejt ____BAC KFILL MIX l I I— I 1-1 1- �'� 1 l _—_-1 I I— PER SPECIFICATIONS PLANT PIT - —II 1 ii 0- �%�.'�"yiMx� �� — — EXCAVATED TO 1=_ �`-! - '�`"!� r��il� — I - '4"DIA.PERFORATED DRAIN LINE, _ USE IF REQUIRED, RUN TO 2 TIMES THE -I —III `' L-----1;k= ' " DAYLIGHT PTH AND 36ALL TIIMESE HE WIDTH —I 1—I QRFERTILIZER R AES'-1 I—IIIQUANTITY PMANFCTUR -.. - - SPECIFICATIONS -- - PULL BACK 112 OF BURLAP --- AND CUT WIRE BASKET IF ATTACHED HAND COMPACTED BACKFILL MIX MOUNDED TO SUPPORT THE TREE ROOT BALL CROWN 1"ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE ASPHALT PAVEMENT SPECIFIED BACKFILL MIX Consultant Registration Architect Registration ONE GALLON AND LARGER MATERIALS PAVEMENT PER SHRUB PLANTING DETAIL ARCH. PLANS DECIDUOUS AND EVERGREEN N.T.S. „ „ �� , � � .`1�4� 10 -5 112 11-10 11 8-0 2-6 8-0 1;10 1/2" 0 CONCRETE SIDEWALK b� '�� 112 EQUAL EQUAL I PAVEMENT L. SMITH 0 °� r 5992 CI - �CONCRETE CURB W l KN.,2Cc, � o � ( . ( \/— M--- ( 1 CONCRETE CURB AND GUTTER \ x-cTOFOT'S' 1, F (111111/101.< X /�� - _ -- EX. CONTOUR /� + 4. + �wio, r�`�"`'��, �,� Issues and Revisions FQ _- �2�� PROPOSED CONTOUR •�� A wtNyl� �� , ,�.,..- .- �J �� 1. � ��sOf - •� +/ ' No. Date Issues By Check �- - 62 �,�� e: �3 , Ae. •� �' � ,•\�� + 1 02.14.19 PERMIT SET 1°"i SPOT ELEVATION i Ir, Ir \......________. IV-.. \ . FFE FINISHED FLOOR ELEVATION ` uxuxXxxxXxxuXXxuxxxXxxXxXJf kIYYYYYIlYYVYXIl�I•v'l"1•,••f..�IIVVYYY -7. �I`•E.F �. r_,'. t� .- edge of planting area I LP '`�''�'''�jx( TC TOP OF CURB � _ - SI) '` � plant IN x x x TP TOP OF PAVEMENTE [7 x TRIANGULAR SPACING DETAIL 'Y , Ill (II x x NTS TW FINISHED GRADE AT TOP OF WALL o x x cn x x BW FINISHED GRADE AT BOTTOM OF WALL / 8'-8 112" 22'-11 112" x 6'-0" MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TRUNK �,� AREA (Ii0 II. Ill [IN 111 )><>,, , NOTE: EXISTING MULCH/TOPSOIL OKAY -- -- — h x _ , TO REUSE. D k , . �, CI x Project Name 85`C Bakery Cafe — USA -- SPECIFIED TOPSOIL • - vY r ._ GROUND COVER --_- - __`x_t w n. n (-,,- _ _ Project Number 02016063.01 x x 1• x • Description LANDSCAPE PLAN ROUGH GRADE x �� I MI I4 — — 0N W10%irk ‘0bit.iiit %. 1,r4OrAe4 x I I I x Computer File L-1.0.DWG :444• %•444 - `"7.--•_i_%%%ire • • • • Z",T - X l_ J I I x - �� L _ I- - 7L - -xX Scale AS NOTED RI // /// / /// / / /// LANDSCAPE PLAN Template 4.3 (120101) 1" — 1 J4"- 1'-0" All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of 4" POTS AND SMALLER 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 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. 11c. 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UNE — l/ / __�; ,_ f l.�%�_1....` It...._L I..�r.',,.11 .P ^ I I II I I 11 [ I /l r/ I - --r 1 r r r r r r r r r r r r r I r r r .�. iiiiiil �l �l Bakery C ....0. 10”S.S.PLATE T 1� 1� 1. 'N ` `-�-e ® _- MF.3 STS I MF.3 I$1-01- \I -(MF-4) -sr-B� ® CLLLJJJ / O V.-3 � \2'6 9751 SW Washington Sq Rd Space Do 1 INTERIOR ELEVATION Portland, OR 97223 SCALE 114"=1-0” .12 it 11 C 0 © © 0 1725 westlake avenue n A4.1 A4.1 A4.1 suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org `Ihttp://www.smithco.org/ I ® 1 9 I ® e "i Consultant _.. i • I \\ N, , \ \ \ \ 1 i — 7 \\ \\ \\ \ I I \ I / .\ I \\* \ \ \ \ \ \ N \ \ k LZ - � \ o \ \ --1-----1-- T i>\ T CD 1 .,_7... 41 r -,-- --,- -, 7--i- ---1-.-1 r-„- -,- -, r r '1-- -, r-I- --1`1 -1 r - - i (D- CD \ ' N C)- 1 f� T— —111@ T /- --1 i - 10 \ >> Th'N--'''''----t°.:R 1 I III I A I I X11 I f111 I IIIk \ Consultant Registration Architect Registration 9e MF.3 1=1-- r ® L INTERIOR ELEVATIONS V� SCALE: 114"=1-0” I :TH L. SMITH 5992 0 WALL SCHEDULE INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE TILE SCHEDULE GENERAL NOTES NO. DESCRIPTION NO. MANUFACTURER DESCRIPTION MFG# COLOR FINISH JOINT GROUT REMARKS OF 0\`I ® ( QT ) DALTILE 6"X6"QUARRY TILE PURITAN GRAY PLAIN 3/16” G-94 KITCHEN,SERVICE FLOOR 1 . CONCEALED BLOCKING AS AS REQUIRED EXISTING WALL TO REMAIN FURNISHED BY INSTALLED$Y G.C. AROUND WALL SHELVING, SINK BACKS, ® EXISTING WALL ABOVE STOREFRONT ADD 518"GWB WHERE NOT PRESENT (_QT-1) DALTILE 6"X6"QUARRY TILE PURITAN GRAY ABRASIVE 3116" G-94 KITCHEN,SERVICE FLOOR ETC. SHALL CONSIST OF THE FURNISHED BY INSTALLED BY G.C. Issues and Revisions FOLLOWING: ® NEW STOREFRONT SYSTEM TO MATCH EXISTING,GLAZING TO BE FIXED W/TEMPERED GLASS (QT-2DALTILE 6"X 12"QUARRY TILE COVE BASE PURITAN GRAY PLAIN 3116" G-94 " KITCHEN,SERVICE BASE 1 X 6'I QUARRY TILE CORNER FURNISHED BY INSTALLED BY G.C. No. Date Issues By Check 2. BLOCKING ® ALL RATED WALLS SHALL W.3 3-518"20GA. METAL STUD WALL WI $/"TYPE"X"GYP. BOARD BOTH SIDES(WATER RESISTANT ON RESTROOM SIDE) 12"X24"PORCELAIN TILE CONTACT:ANNE YAP(714)313-9503; 1 02.14.19 PERMIT SET KLS CONSIST OF 6" 20 GA. METAL STRAPS �/ $ ® INTERCERAMIC/LDI (ASTM C10281 C3731 C6501 C4821 C1026 SASSELLO SERIES SILVER MATTE 3132" G 93 EMAIL:AYAP@LONGUST,COM INSTALLED PRIOR TO INSTALLATION OF W4 3-518"20GA. METAL STUD LOW WALL WI /a"TYPE"X"GYP.BOARD ON BOTH SIDES(SEE ARCHITECTURAL DETAILS&ELEVATIONS) C4241 C484/C1378/ANSI A137,1 24112) FURNISHED BY INSTALLED BY G.C. GYP. BOARD © ALL AREAS REQUIRED - — FOR FASTENING EQUIPMENT SECURELY TO 4"20GA. METAL STUD WALL WI %"TYPE"X"GYP.BOARD BOTH SIDES(WATER RESISTANT ON RESTROOM SIDE) ® LDI 8"X47"PORCELAIN TILE WALNUT GLAZED G_93 CONTACT:ANNE YAP(714)313-9503; ( STUD WALL. ISO 10545-3/10545-4/10545-13) GALLENO SERIES BOCBNM5507K FINISH 3132" EMAIL:AYAP@LONGUST.COM ♦ 3-518"20GA.METAL STUD WALL FUR-OUT W! %"TYPE"X"GYP.BOARD ON INTERIOR SIDE ONLY(WATER RESISTANT ON RESTROOM SIDE) FURNISHED BY INSTALLED BY G.C. - 3. BLOCKING ALL OTHER WALLS C> 2-518"20GA,METAL STUD WALL FUR-OUT WI %"TYPE"X"GYP. BOARD ON INTERIOR SIDE ONLY(SEE ARCHITECTURAL DETAILS&ELEVATIONS) I® ATLAS CONCORD Si'X40"PORCELAIN TILE REDEEM SERIES BOURBON GLAZED 3132" G-95 FURNISHED BY INSTALLED BY G.C. - SHALL CONSIST OF 5/8" PLYWOOD (SO 10545-3!10545-4!10545-13) FINISH https:llwww.atlasconcorde.com SHEATHING IN PLACE OF GYP. BOARD 5 " ,r WB 6X METAL STUD WI(3) / TYPE X GYP.BOARD ON ONE SIDE,2HR RATED UL DES U408 WITHIN BLOCKING REQUIRED AREAS. ( T-4 ) WHITE SUBWAY TILE 4"X12"CERAMIC TILE ARIZONA TILE WHITE GLOSSY GLOSSY 1116" G-93 FURNISHED BY INSTALLED BY G.C. FINISH OVER WITH SPECIFIED WALL T ELEVATIONS.PANEL FINISH PER KITCHEN WALL PANEL SCHEDULEINSULATED FLOOR WITH INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE ® RAISED STAINLESS STEEL SMOOTH GALV.STEEL BY GC - FURNISHED BY INSTALLED BY G.C. NO MANUFACTURER DESCRIPTION MFG# COLOR FINISH REMARK (WP-1) CRANE COMPOSITES INC. F.R.P.THICKNESS:.075 GLASBORD #85/EMBOSSED WHITE FURNISHED BY INSTALLED BY G.C. GROUT SCHEDULE CLASS A PER ASTM E-84 (WP-a) CUSTOM S.S. PANEL(22 GA) STRAIGHT BRUSHED FINISH FURNISHED BY INSTALLED BY G.C. NO. MANUFACTURER DESCRIPTION MFG# COLOR FINISH JOINT REMARKS (0-93) POLYBLEND POLYBLEND NON-SANDED GROUT #386 OYSTER GRAY NON-SANDED 1/16" WALL TILES!FLOOR TILES 800.42.MA PEI www.MAPELcoM Project Name 85°C Bakery Cafe — USA WALL FINISH SCHEDULE INSTALLED AND FURNISHED BY.G.0 UNLESS NOTED OTHERWISE (G-94) MAPEI LATEX MODIFIED GROUT #42 MOCHA SANDED 3116" KITCHEN AND SERVICE AREA FLOOR. 800.42.MAPEI 100%SOLIDS INDUSTRIAL GRADE NO MANUFACTURER DESCRIPTION MFG# COLOR FINISH REMARK WWW.MAPELCOM EPDXY GROUT SEE PLAN Project Number 0201 6063.01 ® MCNEAR COMPANY 8-118"X2-7116"THIN WALL BRICK VENEER FINISH OLD CALIFORNIA CALAVERAS(PAINTED WHITE) PROVIDE LESS THAT 1/2"DEPTH CONCAVE (G-95) MAPEI LATEX MODIFIED GROUT #02 PEWTER NON SANDED 1!8" FLOOR TILES Description INTERIOR ELEVATIONS SMOOTH AND WASHABLE) MORTAR GROUT TO SHOW 3D EFFECT WWW.MAP I I PRODUCT FIRE TESTING: ( WWW.MAPELGOM VENEER PANELS ARE EXPOSED ACCORDING TO THE PROCEDURES OF CONTACT: DOUGLAS PEARSON(949)283-8511; ASTM Elis-STANDARDFURNACETEMPERATURERISE;ADHERED EMAIL:DPEARSON@RESOURCEBUILDINGMATERIALS.COM Computer File A2.0.DWG VENEER OF 1-3/4'COMBINED MASONRY THICKNESS PROVITIE 1-HOUR OF FIRE RESISTANCE;2"COMBINED MASONRY THICKNESS PROVIDES FURNISHED BY INSTALLED BY G.C. 2-HOURS OF FIRE RESISTANCE I I I I I ---- ® CUSTOM(FIRE TREATED WOOD) 1"X4"CHAIR RAILING STAINED NATURAL COLOR FURNISHED BY INSTALLED BY G.C. TRANSITION/ TRIMI BASE SCHEDULEScale AS NOTED INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE ® CUSTOM(FIRE TREATED WOOD) 1"X4"CHAIR RAILING STAINED ESPRESSO COLOR FURNISHED BY INSTALLED BY G.C. NO MANUFACTURER MFG# COLOR FINISH REMARK Template 4,3 ( 20101) (TR-1) SCHLUTER DESIGNLINE CHROME BRUSHED ANNODIZED ALUMINUM SURFACE METAL TRIM AM ideas, designs, arrangements, and plans indicated or FURNISHED BY INSTALLED BY G.C. represented by this drawing are owned by and the property of INTERIOR PAINT SCHEDULE (TR 2) SCHLUTER DILEX CHROME BRUSHED ANNODIZED ALUMINUM 31B"RADIUS COVE smith co. Ilc and were created, evolved, and developed INSTALLED AND FURNISHED BY.G.C.UNLESS NOTED OTHERWISE FURNISHED BY INSTALLED BY G.C. for use on and in connection with the specified project. None of NO MANUFACTURER MFG# COLOR FINISH REMARK (TR-3) SCHLUTER JOLLY-MC125 CHROME BRUSHED ANNODIZED ALUMINUM EDGE TRIM such ideas, designs, arrangements or plans shall be used FURNISHED BY INSTALLED BY GC. by or disclosed to any person, firm, or corporation for any ( PT-1) SHERWIN-WILLIAMS SW 7069 IRON ORE PROMAR 200,ZERO VOC LOW SHEEN PAINT purpose whatsoever without the written permission of smith co. 11c. ® CUSTOM STAINLESS STEEL CUSTOM STAINLESS STEEL BRUSHED FINISH @ CUSTOMER/SALES 6"S.S.COVE BASE W/3/8"RADIUS COVE (PT-2) SHERWIN-WILLIAMS SW 7008 ALABASTER PROMAR 200,ZERO VOC LOW SHEEN PAINT AREA FURNISHED BY INSTALLED BY G.C. (PT-3) SHERWIN-WILLIAMS SW 6691 BLACK MAGIC PROMAR 200, ZERO VOC LOW SHEEN PAINTA -2 f 0 1 T.Q. WALL +14'-0" A.F.F. OPEN CEILING -, 4© CUSTOMERS AREA VERIFY HEIGHT 1) T.Q. WALL CD 8 5041 +10'--0" A.F.F. \ A-3.1 \ CEILING HEIGHT CI SERVICE AREA \ i i i i i i i i i i i i i i • � +10'-0" A.F.F. 0 I ! I I I I I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 /1\ i i I I I I I I I I I 1 I I I I 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I l l 1 1,- 1 1 1 1 1 1 i 11 1 1 1 1 I 11111i1 I I I I I I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 ' 1 1 1 1 I BakeryCafe 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 185 . C-01 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 \ \/ \ \ I I I I I I 1111 I I 1 1 I I I I �� I 111111111 1 1 1 1 1 1 1 1 1 II \ 1 1 1 1 1 1 ! I I I I I I I I I I \ I I I I 1 1 1111 I I I I l I I I I 1 11 1 �' 1 ' 1 ' 1 ' 1 ' I I 9751 SW Washington Sq Rd I I I \ I I I I I 1111 I I I I 11 I I I I I / ! I I 1 I I I I I Space D01 • I I I I I I I I I I 1 1 I 1 1 1 1 1 1 , 1 I 1 I 1 I Portland OR 97223 1 1 I 1 I I I 1 1 1 1 l 1 1 1 1 1 1 1 1 ]--c i.1_ L I I I I I I I I I 111111111 I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 11 I III I 1 I 11111 I III --- 1 1 1 1 1 1 1 1 I 111111111 I 11 I III I 1 1 1 I I E 1 T 1 1 T S` 11 11 1 1 I 1 11111111111 t FINISHED FLOOR I I I 111 1 I 111111111 I Sitit C 0 • il t 1 t 1_ i FINISHED FLOOR +0 -O" A.F.F. +0'-0" A.F.F. ST43 ST-0 1725 westlake avenue n suite 210 INTERIOR ELEVATION r \ INTERIOR ELEVATION seettEe, washington 98109 SCALE: 318"=1'-0" SCALE:318"=1'-0" 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith©smithco.org http://www.smithco.org/ OPEN CEILING CUSTOMERS AREA OPEN CEILING 1 T � © CUSTOMERS AREA VERIFY HEIGHT Consultant VERIFY HEIGHT \/ / r 08 / 2 / \ I ,/,, 9" 'IYP.�� \ / 9' TYP. ,'--., / I l Consultant Registration Architect Registration '-: 6 /_' 1 / MO 6 I .. aI 5 / // / co I -11-I \ / / ..... ... . IS, ID,0 i/to ---------___ , ! ,?` , ,,: 7 -j------- \ . / L--.._1 -' (\ -,„ \ 0 KEITH L. smani 0 _ -- -------____,-------- ;It \ // D _____ .. , _,, rx1 0 FIN. FLR. LINE "y r <7.---TI a: SlA'�I"TLIE, WA -- � FIN. FLR. LINE \\ I f �*., 1 \ o'—o" ® ri I 10 S.S.PLATE ® �r�i 0'-0" "� 11 rr " 10"S.S.PLATE m ® OJ CA' INTERIOR ELEVATION \ INTERIOR ELEVATION '--- SCALE: 1!4"=1'-0" SCALE: 114"=1'-O" Issues and Revisions No. Date Issues By Check 1 02.14.19 PERMIT SET KI_S Project Name 85°C Bakery Cafe - USA Project Number 0201 6063.01 Description INTERIOR ELEVATIONS Computer File A2. 1 .DWG 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 purpose whatsoever without the written permission of smith co. Ilc. A -2. FINISHED CLG - +11'-0" A.F.F. FINISHED CLG // +9'--0" A.F.F. / 1 ,. I 00 I 1 I 1 1 1 1 / \ 8 5 WALL GRAPHIC 1 I WALL GRAPHIC WALL GRAPHIC WALL GRAPHIC 1 WALL GRAPHIC SEE SHEET SEE SHEET 2 2 SEE SHEET SEE SHEET SEE SHEET / 1 / A-3.2\ 1 1 A-3.2 ` \\A..:3..:3,, A-�. A-3.2\ I LIJ A32 / L' .-\ I / / MFS ® ;\\ ® / / \ / 1 — _______-----jc-__,_----i / 7__ ,__ \ / .____ _--.------ 85 C, , ___ 1 Bakery Cafe -ft. (--________ ("C"----- ...._________________ C-___________ C"----_____________ Q , , \ , / FINISHED FLOOR 0. FINISHED FLOOR o \/ 9751 SW Washington SqRd +0'-0" A.F.F. +0'-0" A.F.F. Space DO1 Portland, OR 97223 INTERIOR ELEVATION (e)-- INTERIOR ELEVATION 7-- SCALE:'112"=1'-0" \ l SCALE: 112"=1'-0" 9 ill it k c • . SCHLUTER SCHIENE SATIN ANODIZED - 1725 westlake avenue n CEILING HEIGHT 1/4"%2 1/2" OR EQUAL CEILING HEIGHT 0 SERVICE AREA ,, 0 SERVICE AREA suite 210 +10'-0' A.F.F. c' +10'-'O" A.F.F. seattle, washington 98109 r 3-9" 2'-0" r. 18 GA.S/S CAP 18 GA.SIS CAP 18 GA.SIS CAP lr 206.838.5485 p (PROVIDED AND—.., (WPI) (PROVIDED AND (WPI) (PROVIDED AND 206,713.4076 m INSTALLED BY GC) INSTALLED BY GC) INSTALLED BY GC) LI-T-4206.464.0700 f ur CDMF3 {M,,,) F-3 x-r € I I l I I I I I I I I I I I I I I ! 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I I I A 1 1 J 1 1 1 1 1 1 1 1 1 1 1 1 I 3k__. :,....k\\,-_ 1 ' 1 Irmmui 1BACKSPLASH 1 1 11 I I I 1MI I 1 I I I I I I I t i I I F FE 1 1 ±,...r_ o : M . 1 . 1 1 J I I I I I I I I I I I . _.I I 1 I �� 1 I I I I I l l I I I I I I I I L I I 1 i I I I I I -I W d 1 I * ® 1 1 4 io 1 1 £ 111111111 I I I I 1 1 I 1 I I I I I I f I I i 1 1 i I 1 1 _ --lbw - I I 1 1 1 1 II ! I I I I I I 1 I 1 I I I I I 1 T I I I I i _ lllllfllllll1111 1111111111111. 11111i1I111T. .� I € 11111E111111111111111 1i1 1 I _ € 1 I I I 1 I I I I I I I 1 1 I I I 1 I I I I I I I I I I I 1 � �� I i I I I I I I I I I I I 1 [ I I I I I I I I I 1 I 1 FIN. FLR. LINE /A / •�• 7. ..r / 7 / II - 1 I I I I I . L I I I I I I 1 I l 1 1 1 ._I- . 1 . 1 1 . 1 1 1 FlN. Fl t. LINE 0'-0" QF4 STAINLESS - LOW PROFILE EQUIPMENT - STAINLESS - 0-O Q1-2 STEEL FINISH STEEL FINISH INTERIOR ELEVATION ;. --- SCALE:112"=1'-0" / Consultant Registration Architect Registration FINISHED CLG +11'-0" A.F.F. ® ��• 1 ,) � 0 18 GA.SIS CAPS L. SMITH (PT 2) A\ \\ (PROVIDED AND—.. \ \ tft �� it}/�Sir ATTLE, A\, INSTALLED BY GC) - 1 1 1 1 1 1 1 1 1 1 I i 1 1 - SNEEZE GUARD 1 1 1 1 1 I 1 WALL GRAPHIC I WALL GRAPHIC I I I I I I I I I I I 1 I I i \ SEE SHEET SEE SHEET 1 E ' II I I I I A-3.2 I A-3.2 1 I ti Iy I I i // 0 iso \\ I ,' `�` I �,' ` \ 1 Issues and Revisions I — — I I l Ia� . I / X I I 1C\ \ — � L — — — � II I I I I �� / \ ® ® 2 ® ® No. Date Issues By Check I 1€I1 I 1 i t 1. 1 - I I . ....1 • I' i :� .I I 1 1 ' \ / `A-3. 02.14.19 PERMIT SET ,_S ( 1 1 1 1 1 1 1 1 111 I I 11 I I I I I I 11x1 11 1 1 1 1 1 1 I l l I l \ \ - ..-? 11 1111 I I ! I I I IIII 1 1_7_11 , ( I III 1 I I i I I ! T \ / f 1 I I I l�� 1 I I� I I l I 1 11 b E— �_ IJ I I I I I I I )I III I I I I I I I I I I ill l . , ' i I I I 1 1 1 I ii 11 1 11 1.1 1 1 I 1 1 1 I i I I I I I I I I i i I I II 1 1 11 1 I i € I i I \ / ` _ - I 1 I 1 1 1 I ! 1 Ii I I I I i II 1 1 1 I ., 1,. , i I C.I I I I I I I I I € i I 1 1 I I € 1 I ` ' � • I �� J \/ * _I Lf � J J J . FINISHED FLOOR �� _ ST-B +0'-0" A.F.F. sITB- INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION 1465 � SCALE: 112"=1'-0" \ ) SCALE: 1/2"=1'-0" SCALE:112"=1'-0" / ((3_7 le CEILING HEIGHT U 0 SERVICE AREA C B.O. SOFFIT - PROVIDR 5 B +g'-O" A.F.F. Project Name 85°C Bakery Cafe — USA 18 GA.Sls CAP 18 GA.SIS CAP .1.3„ wP-i PLYWOOD BACKING 1YP. WP1 PROVIDED AND _�[PROVIDED AND TALLED BY GC) INSTALLED BY GC) Project Number 02016063.01 5'-3" 5-0" Description INTERIOR ELEVATIONS I I I I I I — SNEEZE GUARD I - STAINLESS - SNEEZE GUARD r" 1 1 1 1 1 1 1 M IA I Nd �" 1 STEEL FINISH l —II 1 1 A-2. 2.-0" ` 7 7 Computer Pile A2.2.DWG _ 1 //I t l G.C. S PROVIDE / / . -i/l/A 1 til __ I I I c, f� 7. f� jir ' Scale AS NOTED I I 11 ._. 1 IL — � IL — A L — � I I 1 - I 1 € 1 ) IIIIIIII ' J..L J_1. __ // ...�� I I I II 1 1 1 1 I 1 1 1 1 1 I I 1 I !1 l L I 1 I :� F I�1— —_ € 1 1 l 1 I l I I --)1 _ " ® ® c — ' _, Template 4.3 120101 ) 1 i, 1 !I 1 1 1 1 1 `n II co OPEN` ` 011" ^DOPA" I _ C N= , , _COED - I �, All ideas, designs, arrangements, and plans indicated or II !I II I II I I I I f II I I I �� ., , OPEN represented bythis drawingare owned byand the property of to in P p p Y I �I III I I I I I - II I I I i I I I I I I l 11 I OPEN opEN iii �R I \� smith co. Ilc and were created, evolved, and developed I ! I I 1!1 IIII I 1 I , " ,' " �' , , t) f for use on and in connection with the specified project. None of 41 / I , - - �- r \ >."--- X such ideas, designs, arrangements or plans shall be used J ) t ' IJ ♦ I , .., I . / / / A // // / /.,/ / 1 1h / f / A/ / T.._l?1 Aiturviimm . main �. .,/ _ FIN. ER. LINE • 1 4'-0" by or disclosed to any person, firm, or corporation for any ST-BEI Q17_ Q1-2_ STEEL FINISH pT-2- LOW PROFILE EQUIPMENT STAINLESS - -I ST„� p1-p purpose whatsoever without the written permission of smith co. Ilc. ISTEEL F1N19-1 INTERIOR ELEVATION 7 SCALE: 112"=1'-0" A .2 aM 08 A-3.0 CEILING HEIGHT 0 STORAGE AREA P `� { {PROVIDED AND r—. 18 GA.VS CAP +10'-0" A.F.F. 18 GA.S15 CA S/S FLASHING \ 85 (PROVIDED AND INSTALLED BY GC) �-� WATER HEATER (WP1) INSTALLED BY G Ol (ill \\\\ 18 GA.5!S CAP (PROVIDED AND wP-2 (Ate 2) � / > \ \` N SEE MECH.IDRAWINGS INSTALLED BY GC; 18 GA,S/S CAP _.__— 18 GA.S/S CAP (PROVIDED AND PROVIDED AND LOCKERS - , ' ...w.a ��MINIrr ; -- INSTALLED BY GC) NSTALLED BY GC) " 0 i 1 C ° 0 _.- - - _ i l'''- -- - O 0 i TIMER SHUTOFF jt g . �, _5 �. =±� - BakeryCafe - - - TIMECLOCK - 9 9 ID OO ° - - - ..iii ,, _ = 9751 SWashingtonSq d = - _ \ pa ��\\\ / i fP T--=-( /ri I�f / FIN. FIR. LINE h Al / / / / ,/ / 1 \ / \ / / / /� \ i / \ / / - 7 6"CONCRETE / / SEE SHEET A-3.3 FOR BASE '' 0'-0" Portland, OR 97223 IL DETAILED DRAWINGS ar-2 INTERIOR ELEVATION INTERIOR ELEVATIONc • . SCALE: 1/2"=1'-O' 2-'.,,\, SCALE:v2'"=1'-D" `� ; 1725 westlake avenue n suite 210 seattle, washington 98109 \ 206.838.5485 p 18 GA.SIS CAP pROVIDR 5/8" - (we-1 18 GA.S/S CAP wP 3 - PROVIDR 5/8' — 18 GA.S/S CAP yNp_� PROVIDR 5/8" - 206.713.4076 m U PLYWOOD BACKING TYP. U t8 GA.5!5 CAP 206.464.0700 f (PROVIDED AND PLYWOOD BACKING Ir. (PROVIDED AND (PROVIDED AND (PROVIDED AND PLYWOOD BACKING Ir. (wp-1) INSTALLED BY GC) INSTALLED BY GC) INSTALLED BY GC) INSTALLED BY GC) ksmith@smithco.org f 6'-0" �, 4'-1" i httpalwww.smithco.orgl J ,, 3'-6" i 4'-O' -T �j// �I ��1„�� :---i �� . �� A c, -II- 'Iv/ A Consultant Eli__ _ _ _ _ _ _ _ _ _ _ _ _ _ ,. . ir / _, „Th _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .a.,,, g„ . . • _ A —.. k� I _ _ _ _ _ _ _ _ _ _ _ , . = _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ - - 1 u_ a 0 . 0 t _ ,_ Wtrffe—'jc 1 .9 r. — — i— _ _ _ _ — _ _ _ _ or l''- 1 , _ — — 1— — — _ — — \` ' 4 = _ �_ W _ _ - _ __ _ __ __ _ — — _ — — � i% .t. , m�m� - -_- - - - - _ - - _ - �, l'-.5” , il i II Ii I I i i �. ' r l I I U1 1 1 1 1 1 1 1 1 I U 1 I 1 1 1 ' 1 1 I 1 I I _ . �I I� I n I ltl '1111 I rel 1 1 I CII I 1 1 I�., I I I 1 I l l l i l l I wl 1 1 1 - PRONDR 5/B" (IF-2- 0T-2 0T-2Z- PLYWOOD BACKING TYP, Consultant Registration Architect Registration INTERIOR ELEVATION \6 INTERIOR ELEVATION �1 INTERIOR ELEVATION TYP. TOILET DOOR ELEVATION SCALE: 112"=1'-0" SCALE: 112"=l'-0' \ / / „ @ I o }iTH L. MEM M 0 wP-i 18 GA.S!5 CAP �- 18 GA.5!5 CAP { ) -� 18 GA.SIS CAP ( U (��'2) 18 GA.S!S CAP Ir T 6992 0 wi, wP-i wP-i (PROVIDED AND (PROVIDED AND (PROVIDED AND INSTALLED BY GC) INSTALLED BY GC) INSTALLED BY GC) (PROVIDED AND—t INSTALLED BY GC) SEATTLE, ,ti A WALK-IN BOX �PT-2) � �� IF 11" . 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INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1/2"=1'-0" .\1 O SCALE: 112"=1'-0" -,\ ../ SCALE: 1/2"=1'-0" SCALE: 1/2"'=1'-0" Project Name 85'C Bakery Cafe — USA Project Number 0201 6063.01 Description INTERIOR ELEVATIONS Computer File A2.3.DWG 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. 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 . by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. A -2. 3 ,r 10" I t ® ® ® 1 CD HT-z ' ), 8c0 IS / 8 5 /•' - 42' MIN. J2' MAX., NOTE: 40" MIN. 6" 36".-MIN /// 1. SEE FINISH SCHEDULE yAT SHEET A-1.0 /.- - — MAX.E g • �� 12" 24" \ / 2. FLUSH CONTROL SHALL BE I C-YJ C°J _, ® C9) MIN. i MIN. - 10 0 --- Cs) ON THE WIDE SIDE OF THE ,0 1 i-19" �� _ I // WATER CLOSET CLEAR O C� FLOOR SPACE. J � J 117 �1 1/2" 1 1/2"---.N. r O \ �� — t _ , BakeryCafe I � ) II . tS----- . I � I.—.—J CC ,_____-__ _____J - \ \-� •On CC t• \ H in L� co L � '� �t ATS (Mw10� \ �MF 1fi� (MF-10�— iO o i' o �. (MF-f -, > �__ - - I 9751SW Washington Sq Rd — - — .. ,109 Space DD 1 1 _ ^ 'ern � rn ® i� 4�'. ____4_______„____ . 1.L- - . .— _- _... Portland, OR 97223 WRAP INSULATE DRAIN — 8 © 18" MAX. -- — WRAP INSULATE DRAIN r PIPE & THERE SHALL MPJ. DELP ® ® ® 17" MIN. T_2 PIPE & THERE SHALL r - �-� +— AL , `. BE NO SHARP OR A-3.2 BE NO SHARP OR ' G E N D E R ABRASIVE SURFACES TYP. ABRASIVE SURFACES ED BELOW LAVATORY ELEVATION 'A' ELEVATION 'B' ELEVATION 'C' ELEVATION 'D' BELOW LAVATORY -- o RESTRQOM v 0 • 89 B 0 I � • 1725 westlake avenue n _ _ `� ._ ; suite 210 Agh C Seattle, washington 98109 RESTROOM ELEVATIONS -- � �`�T _- 206.838.5485 p SCALE: 1/2"=1'-0" 3 --`p 206.713.4076 m I I I 206.464.0700 f Co I fL x _1 , J_J 1 ksmith@smithco.org ••••• •••••• •••••+•.. \ http://www.smithco.org/ T-2 F-- f 10" f ® r);.,1 O ., 9 r III ell 6n � 1 a MAX. Consultant u,� A-3.1 I--�I 17" MIN. l_ �. J l d - �' 18" MAX 2'-3 " 36" MIN. s'-4" N \ 12" IAX. 42" MIN. - i n 4(" MIN. `1 36" 4IN - - � � • / LC ILA' X. " " co \ 777��_ � ?4 2 17"-19" ® �J -�.°J 4 Z ® � 10 MIN. • MIN. \J _ �� Q 1 ENLARGED RESTROOM PLAN r- . • F@:- /,1 1 1/2"� `' �1 1/2" SCALE: 112"=1'-0" J c _ J C� - --: Consultant Registration Architect Registration L / co ..1 m - I CD La.. iz , m0{ F 1 i I" o { -1� / � ]®j7 ______,1- \F�1 � ) m \ (____7),--> .,„ -,I .. m 4A M fiYE:ll H L. mina0 n n ~ f. - .1 .� -_ R - ~ - _ r - ^ ♦..i �. 1 •�� ♦.! ... .. .. ........ I ---..__.-_- -.` .1 / ♦' �/ •. `. �• _ �'/ - _ _--.. ♦ (([[]]�� EE''}}jj 4p 8" — WRAP INSULATE DRAIN WRAP INSULATE DRAIN — 18" MAX. 1, NOTE: ® MPJ, DEEP ®PIPE & THERE SHALL T PIPE & THERE SHALL ® 17" MIN. 1 1. SEE FINISH SCHEDULE EA d'1L1 , WA BE NO SHARP OR BE NO SHARP OR AT SHEET A-1.0 �� BELOW AAVEAVAURFY SURFACES ABRASIVERELVE SURFACES ES 2. FLUSH CONTROL SHALL BE ��©�•�\` ON THE WIDE SIDE OF THE ELEVATION 'A' ELEVATION 'B' ELEVATION ' ELEVATION 'D' WATER CLOSET CLEAR FLOOR SPACE. Issues and Revisions RESTROOM ELEVATIONS8' 4„ , No. Date Issues By Check SCALE:1/2"=1'-0" '\ �/ 2'-3-i" 5'-0" 1 02.14.19 PERMIT SET 36" MIN. / 17" MIN. \ 1 WALL GRAB BAR = 36" 18" MAX ' r - � NOTE: GRAB BAR DIAMETER SHALL BE 1 -1/4" - 1 MAX 1/2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT _ GRIPPING SURFACE. SEE DETAIL 6/- � ..&AL . . ALA,Aik X, X®Al_ / \. , \ 1 WALL GRAB BAR = 42" r_ Y ,_ `l (r 7 i\ o ¢ . • O ,1 l ! NOTE: GRAB BAR DIAMETER SHALL BE 1 -1/4" - 1 I >X _ - 1 2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT 'I ---, J I �� MIN. 2x BLKG. -- METAL STUD / � 1 -- _-- \ SEE WALL SCHEDULE GRIPPING SURFACE. SEE DETAIL 6/- ig, }__- , Y'i ___� �' / ® TOILET TISSUE DISPENSER m • \ 89 A C K ) . I \ (i TOILET SEAT COVER DISPENSER FL, 1 :r lo oB 109) x r- r 5 SOAP DISPENSER 4 ; —� N Project Name 85'C Bakery Cafe — USA } ti t - \ . + O MIRROR (18 X36 ) \ \\ r GENDER ;� Project Number 02016063.01 / \ ® ` \ Description ENLARGED TOILETS/ELEVATIONS OPTIONAL FLANGE O NOT USED �� ET�00 M CONCEALER BY G.C. 1 � /1 WALL MOUNT NAND DRYER \� ~~-^ ��~ V DYSON-AIRBLADE DB COLOR: GRAY . ., Computer File A2.4.DWG MIN. #10 x 2" .�. SHEET METAL SCREW FLOOR MOUNTED WATER CLOSET '. MIN. 12" STEEL ANCHOR PLATEOR O (HC COMPLIANCE) AMERICAN STANDARD RIGHT HEIGHT ELONGATED 1 ► Scale AS NOTED WITH #10 x 24 S/S MACHINE SCREWS 10 LAVATORY - AMERICAN STANDARD Template 4.3 (120101 ) 11 LAVATORY FAUCET — KHOLER/MOEN 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 12 RESTROOM SIGNAGE 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. Ilc. TYP. GRAB BAR DETAIL TOILET ACCESSORIES ENLARGED RESTROOM PLAN � SCALE:N.S.T. \ / SCALE:112"=1'-a" �_ SCALE:112"=1'-0" J 1 411. MirGRILL — HANGING BRACKET 21_,,}" I t 4 a" T 1" 4 -0" 1 t 2'-03" / ,,,,,,,„ 4 4 0 1411 1 .— 7 8 5 3'-811 ' / / 1 `C) _ ., rn rn ��- al iV J 1 I [V [V (V I u., N N N N N J I Iy _ —J, 'I I 85°C I I = 31- r1 1'-10" Baker Cafe i ® ---.- .. .. • s_ , ._ ., . „ -_... ., 1 N 1'-11p / 1'-11" 1- 1'-]1" 1'-]0 " I 1 'I 9 751 SW Washington Sq Rd 3'-10" Space Do 1 " 7I" Portland, OR 97223 - --- 16 GAUGE N — — — 16 GAUGE STAINLESS STEEL 4'-011 D STAINLESS 2'-6" 4'-O" " STEEL sitrith co ,.. .. .. . . . . . . . . . . .-1-1. ..„..... _ _ .._ . „ 6 ...„ 1 , ..., �' 1 1725 westlake avenue n • [U 0 0 0 0 r ICNJ � I �� r......--, -- �11 suite210 00 00 seattle, washington 98109 it' r 5„ , ] I `_ 206.838.5485 p . 0 i�— / 2'_5„ 206.713.4076 m N 206.464.0700 f ;� ksmith©smithco.org c7 a s o Q o o http:I/www.smithco.org/ T J T T T T T N' CD N iv '"' `" — 3/4" PLYWOOD 14') ~' INSERT 7--) Consuftant e o a a o 0 p o o p 2'-," i ,r IO O -/2'-6p '.dr 55 i ,ID CY 1 24"MONITOR MOUNTED ON WALL 1li /Z L �l _ 4_I io cp ifl io ' I 4" 1,2"i 1'-4" 1'-4"1'-4" 12p� 4" 4" 121, 1'-5" 121 4= '� i 4" 4 2"j, 1'-5" 21 4" r co 0 1 0 STATION ELEVATIONS 4 0 SECTION 5 SECTION Consultant Registration Architect Registration 15„ 0 t t ,,,..,,..5, c-ei t, 36 2.50 DESK L. SMITH 3'-11" 2 0 �" 2 Op 1 GROMMET 599 -- COOLING — COOLING "*°` 4" < tSI,S] ll�C1L1E, �A,� = FAN FAN _ � N OPENING OPENING 1 ,, � _ I'I _ ''c - COOLING FAN 3'-10,1" . :211-i I N OPENING r I / 11 2 Issues and Revisions p 1p 1 p " _ ,.,.er / 1t / 46 1 - / / '� 2;\ O IJ `-U j No. Date Issues By Check " li 1.-8i. fr151. 1'-8 " I. 1 02.14.19 PERMIT SET KLS O TOP CABINET PLAN REVIEW O SECTION — 2.50 DESK GROMMET 4'-°" 4'-0" t 1 -. t \ 4 PRINTER (15.75X16.1"X12.5") 5" �I ' Project Name 85'C Bakery Cafe — USA 1n 'A,' SAFE 10 N N {2o"x2o"x30"} Project Number 02016063.01 N TABLE Description MANAGERS WORKSTATION 11 (20"x20"x17.5"), 3-10 I • Computer File A-2.5.DWG • \ U ' L-IJ - „ � 3'-10 " I " Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or GLOW CABINET PLAN VIEW .SECTION °UTILITY LOCATIONS represented by this drawing are owned by and the property of �`J 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 MANAGER STATION DETAILSpurpose whatsoever without the written permission of smith co. ilc. SCALE: V=1'-0" � 1 s 414 ■ 85°' 85°C Bakery Cafe 9751 SW Washington Sq Rd , Space DO1 QUARTZ Portland, OR 97223 COUNTERTOP �A ..B 4'—O" , SUPPRESSOR UNDERNEATH 1 I y ,, 1. ___ 1 -,i1:, _ _ 1725 Westlake avenue n DATA PORTS AND OUTLET a OPEN suite 210 UNDERNEATH } — PULL—OUT OPEN _ _ Seattle, Washington 98109 i Ibc — - 206.838.5485 p r ' - 206.713.4076 m CREDIT CARD READER r ��, ¢ APEIiI � 206.464.0700 f C.1 RECEIPT PRINTER 01_,:.,,_ — _ ` ksmith@smithco.org in N - - http://www.smithco.org/ II POS E T I — ` ' ' �■ h___ffg am- --- N - N Y Consultant co 61 w _ bPEN _ 9PE€� CASH DRAWER UNDERNEATH - N _ , • lic— I - -- , I 10" X 2'-3" )4 16" _ _j4 �,4" ,CENTERED " / 4 / * 4'—O" 1 " 1 '-6"0 PLAN W/EQUIPMENT 2 DIMENSION PLAN (-3 - , DIMENSION ELEVATION SCALE:112"=1'-0" - SCALE:112'=1'-0" -y SCALE:112"=1'-0" Consultant Registration Architect Registration 2'-8" 2'-8" \11-2" 01 �7CIHI L. SMITH 699Ci 2 W " QUARTZ COUNTERTOP � �� " QUARTZ COUNTERTOP ,,,/,,,,,,,,,,m,,,,, v :�,,, iiiiiiiiiiiie.g., \—6 d r. 7yiiiiiiiiiiiiiiiiii�iinrl vii iiiiii�i/�Jii/iii�iiliiiit iiii�i/iii,iiiiiiyiiiii��V ri/ii i/iiiiiiiiiii{�i� ,, PLYWOOD 04 -7- • N i" PLYWOOD (v N. ) '� : N� OUTLET AND DATA PORT -.ON CASH DRAWER " TILE } r� " TILE to SUPPRESSOR i I , STAINLESS STEEL DOORS STAINLESS STEEL DOORS i" THINSET 1' I I k 1" THINSET No I ` 1 k Issues and Revisions STAINLESS STEEL FINISH ALL -Ex STAINLESS STEEL FINISH ALL No. Date Issues By Check " HARDIEBACKER " INSIDES AND SHELVES i" HARDIEBACKER N. INSIDES AND SHELVES CEMENT BOARD 6 CEMENT BOARD CW'1 1 02.14.19 PERMIT SET i t 31" METAL STUD WALL • p) I 3i" METAL STUD WALL -I.- rn I� ® 16" 0.C. N r_N—'� N @ 16" 0.C. 01 N STAINLESS STEEL STAINLESS STEEL 4" BASF PER I C CABINET BACKING 4" BASE PER pr CABINET BACKING FINISH SCHEDULE w FINISH SCHEDULE TILE PER SCHEDULE 1— '' 1X FRAMING TILE PER SCHEDULE / 1X FRAMING i_ix N '. N / I .1X ,1, �\ I" / IlLI24" / " l� 1X BLOCKING ® 2� 0.C. " RADIUS COVE BASE PER FINISH 1X BLOCKING O.C. r RADIUS COVE BASE PER FINISH 2'-2'' SCHEDULE 2'-2" n SCHEDULE 4 SECTION WITH EQUIPMENT 0 DIMENSION SECTION A-A 6DIMENSION SECTION B-B - SCALE:II2"=1'-0" SCALE:112"=1'-0" - SCALE:112"=1-0" Project Name 85°C Bakery Cafe — USA Project Number 0201 6063.0 1 Description POS DETAILS Computer File A—2.6.DWG 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 purpose whatsoever without the written permission of smith co. Ilc. MATERIAL FINISH SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL# COLOR/SERIES REMARK ® WOOD PLANK 1/2"T X 5"W X 20"-52" (RANDOM LENGTHS) POPPA'S BARN - SAND AND STONE SEAL WITH EXTERIOR WATER SEAL (THOMPSON'S) Gm 24 GA 18" WIDE BLACK STANDING SEAM ROOF GC - BLACK ABSOLUTE GB EXISTING 8X16 CMU MALL - 85.. . _ ., 01 02 • 03 850C A Bakery Cafe T.O.WALL 9753 SW Washington Sq. Rd. I I I I I +3O'-D'A.F.F. 1 1 - 1 . 1 1 1 7 I-- 1 1 I I , I J 1 1 I I f i 1 I SpaceD02 I I 1 - I I 1II , IIIIl , i11111111 (� i I I P-1 1 f i I I i--1 1 1 1 1 1 1 -� , OR 9 7223 1 1 I 1 03 02 Portland, ( I l I ._ 1-_ 1 11 I I 1 I I I I 1 I I 1 i i 1 1 ! I I ! I I 1 1 1 1 1 1 1 1 1 1 1 (ili I I 1 I HHHHHHHHH IIi1Sinith C . .1111IIII� 1III II1111 01 02 02 1725 Westlake avenue n I I I I I l i I I I l l l I l I I I l I I i t I I II II I _ I I__ seattle, washington 98109 1 I I I / , I I I I I I I I I , I II 1 I � I 1 I NV �• A4.3 suite 210 f 1--- i f I I I ! i _ I 1IIIIIIIIIIIII1i1I — - I / II / I I 1 1 I_ » _1 1_J I — 1 I I I ! 1 1 I I I PROM s/a-— / PROVIDE 5/8"PLYWOOD— 206.838.5485 p 11 1 1 111 TJ I I N'I ff� I EF-3Rrroaa evc>�. ff-2 —EF-1 / / ancKlrac,m.I I I I I I I I i 1 / / 206.713.4076 m ! I I I . I T.O.WALL I I I I I I I I I I I I--...— J — _ . T.O.WALL 0 . 1 0 f 2 6 464 0700 +14-0"AF.F. 1 I ! ! 1 ! I I I I I I 1 �- 1- I E 1 1 I— I I l I I I I - — +1e--0*A.F.F. I ""��.I i I 1 I I I I I I I I I I I I I .I I I I . 1.-_ —II - I I I _ f I _ f I, I - // // ;r, I I -I I ksmith@smithco.org I I I I I I I I I I I i II I I I 1 I I I _ / I / I I I http;//www.smithco.org/ �� I 1 J I I I I I I I I I i I I • T.O. WC. I I mol_ I I I I I 1 I I i I I I I I I I I C) — - - -- - - +10'-0•A.F.F. r \ T.O.WALL I I I I I I I f I I I I I I J ! _ L. +10'-0•A.F.F. I I I I I 1 1 1 1 1 1 I I I I I I J // // // F Consultant I I I I I I I I I I 1 1 i Z' I I I I I I I I I I I I 1 1 i . II 1 II II i V I I II II I I I1II II 1 I � � / — / I 1 1 1 I I I I I I I I l I IL l I — 0 . I I // // // L i 1 I i I i__ _t_ I i I I I i 1 I f [ { I I _ /� LLI I I I I I _I I I I / / / / f I I 1 � I I � E I � //ii =CII I IIl1I ■■ oH 1 I // \/ // / // /444 IIIIIIIII_ IIIIIII _ I I I // / //K\ � � � 1 • 11I1111111111I11 � — _ II II = / I I � �I'.r -..i I -i I- i I , I I I I I I I I , - 7 .. .. ,.,�, T ...._1 FINISHED FLOOR .,, ' .� �i ^ +6-0.AFF. I E- [ d\-ER CONC1iEit CONCRETE -91-fIXD DOORS Consultant Registration Architect Registration EXTERIOR ELEVATION3 EXTERIOR ELEVATION 2 INTERIOR ELEVATION SCALE:3/1 6"=1'-0" SCALE:3176"=1'-0" SCALE:3/1 6"=1'-O" lop-SD Ako e.,e1 --- 01 rTh L. s 0 P 5992 C) SEATTLE, WA 4 OP 0°9 1A 1 0 F0 _I E 3,) C t. D ) Issues and Revisions T.0. WALL No. Date Issues By Check +3O'-0"A.F.F. # I I I I I I I\� _ 1 1 1 A 1 02.14.19 _ PERMIT SET KLS 111111 \ IIIII I I k - - — I - -- i I i I I I I I f I l ` __-__- I I I I I I 1 I I 14,ow ( _ ► Mil•=�P21 A\ A�3 A2 413 CO> Z'III IIII —. 1 1 1 1 1 1 1 1 �, woe s PtrW000 �lI 11 1I L I I I1 II II I ` EF 1 -Pa EF 7 OMS T�} -EF-1EF-1 II ( III1I1I1111 ( •4 J /lc T.O.talus_ t" I I I I lir` I I I I .-- I I I I 1 I I (I-Ci +14'-0"A.F.F. 1 I I I i 1 _ 1 I I I I l f i I I I I I I i I I I I I I I I I I I � I I I I 1 I I I I I I17 I + 1 1 1 1 1 1 1 1 I__I 1. 1 1. 1 1 4 I 'I I 1 1 1 1 I I I i I I d I i II I I I I I I I I I I I 1 Bake1 y Caf6 — I _I ! I 1 1 1 1 1 1 1 1 1 IF 1�� I 1 I ,� I I -I 1 — -�- _ . _I_ - - - I I I 1 N, I I MINI Project Name 85°C Baker Cafe — IDSA T.D. A.F.F. "` I T Ll _ I I I I i ! f I 1 Y � I , // t3 5°C:D (4 17 /� . - �/ // // // Project Number 02016063.01 40, 1 I -11 ,1 „ „ „ „ , „ „ / // , // // / . Description STOREFRONT ELEVATIONS _ I , / / / - *A. _ o 11 1 f 1 i I II 1 I I I L I , I I 1 I / - 1 _ i , 1 Computer File A4.0.DWG viver _ I I I I_ I I 1 I I' i I 1 I I I I 1 I I 1 II R , I I 1 I o I I I I I I �Ns��ROOR F I N Scale AS NOTED I I I ! I I 1 `-� I I 1 E i E E f I 1 +0'-O'A.F.F. -. ...� - - I EFT 0 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. llc 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. 11c. A -4 . O 85° 850C. Bakery Cafe 9753 SW Washington Sq. Rd. Space D02 Portland, OR 97223 . 111 alith C ci . 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 01 02 03 N_____. . Consultant Registration Architect Registration $D '�/.' 0 HERR L. SMITH KA I I I I I I I I I I P 5992 0 II I I I I I I I I I I I1 I I I I I I I SEAE9 WA k, I I I I I I I I I II / � II I_ I I I I 1 I 1 I op o\- I I I I I I I 11111111111111 I I I I I I I I I I 1 1 1 1 1 1 I I I Issues and Revisions 1 I I I 1 I I 1 1 1 1 1 1 I I 1 I No, Date Issues By Check 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 1 1 02.14.19 PERMIT SET KI S I IIIIIIIIl11Illll 01 02 h ii I i i I '1 I I I 11 1 1 1 1 1 I 1 1 1 �4.2 A4.2 1 1 1 1 1 1 1 1 1 I I I I I I I 1 II PRO�tDR 5/8" —1 I 1 1 I 1 I 1 I 1 1 1 I 1 I 1 I PLYWOOD BACKING TYP. I JEf 2 fF-1 I // // I I I 1 I I I I I / / 1 I I I I I I 1 1 I 1 1 1 I I I I I i 1 1 1 1 1 I I I I I 1 1 I 1 1 I 1 i 1 1 1 v 1 1 I 1 1 1 1 1 1 1 I _ i . V1 1 I l // // I I I 1 1 1 1 1 1 1 I I / / 1 1 1 1 1 1 1 1 1 1 1 1 1 l l 1 1 1 1 1 1 1 1 1 111 , i I O C I1111IIIIIIIII1111111111 1 // // 1 I I I I I I I I 11 / a' / 1 1 1 1 1 ( I I 1 ! 1 1 1 II 1 1 i1 II 1 II ( 1 �` ' 1 1 1 1 1 1 1 1 1 1 1 1 — 1 • I I I I I l I �� /\ /� Project Name 85°C Bakery Cafe — USA I I I I I I A / 41 I / I I I I I I 1 I I I i I Project Number 0201 6063.01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / •o I / / / p ' STOREFRONT ELEVATIONS /// /// / / Description I I 1 I I I I • I I I // / / / / / / I I I I I I ■■ I / \ / \ / \ / Computer File A4. 1 .DWG 1111 l l l l \ I Ip 1111111111111111111 \ = \ / \ / \ / 1 1 1 1 1 1 1 1 _ 1 \ — — . L_ . Scale AS NOTED LOONCRETE — BI-FOLD DOORS 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 EXTERIOR ELEVATIONsuch ideas, designs, arrangements or plans shall be used 1 by or disclosed to any person, firm, or corporation for any SCALE: 1/4"=I-0'' purpose whatsoever without the written permission of smith co. 11c. A -4 . 1 \ 09 /1 _ \ II1 ii \ / - CAD EXISTING CMU WALL BEYOND ( ( ( I I I I I ��_ 10 N.,.._ \ / \ 1 I I ►`N 1 "PAPPA'S BARN" SAND & STONE I ,I t t t t 1 , r 1 /— _i t • RECLAIMED WOOD GC TO PROVIDE CLEAR 1-++1- �- -- 1-1/2" TYPE "B" MTL DECK _. __ I 08 "THOMPSON" PENETRATING WEATHER SEAL ( 1 + + - T.o. WALL + _ \ _ t 1 / +30'-0' A.F.F. I i I 10" STEEL STUD _ -�-- J ) I I f ( ( I I I I I\ . __, ‘,_ STANDING SEAM METAL ROOFj(± +I I 6" STEEL S 4 - - I- I I I "_L,._� EXTEND OVER FASCIAAlk.. I J/ SEE UD :i0 5041_ I ! I I , \ R-21 BATT INSUL ( - . I I I VAPOR BARRIER I I + - 3/4" PLYWD 1' 111 1/2" AIRSPACE I I I I IIIP -- - +--I VAPOR BARRIER �I VAPOR BARRIER 1 I I I I \ EXISTING CMU WALL BEYOND ) — 3-5/8" STEEL STUD �--- �) :I 3-5/8" I - 1 ! ! 1 I \ a.,-,..:401 1/2 AIR SPACE +�I - 1 I I I I I STANDING SEAM METAL ROOF > �: " 3-5/8" STEEL STUD li 3-5/8" STEEL STUD > I + +I - ( I I I f I I I 1 I \ EXTEND OVER FASCIA - ` -I- I „ 3/4" PLYWD c, I �= ( I I I I \ VAPOR BARRIER F; T 8 50c I I I I I �_\ 3-5/8" STEEL STUD M / IJ / \ - 5/8" GWB I.I 5/8*1 " GWB -- Baleery Cofe I I I I I i \ 6" STEEL STUDS , 5/8 GWB I EXISTING CMU WALL BEYOND ! I I I I ( I ( I ! I I R-21 BATT INSUL I I II ( — — ' \ I 6" STEEL STUDS ) 11 EXISTING CMU WALL BEYOND ) EXISTING MALL BULKHEAD I I I I I ! I I 5/8 GWB ,, 06 4iI I 9753 SW Washington Sq. Rd. 1 1 1 1 1 1 1 l I I ! ! l I l ; W I 1; 6" STEEL STUDS ) - I 1 I 1 I 1 I 1 I\ r I - ` Space Dat I I I I I I I I I I I I I I \ /1 ' 1 i ! - Portland, OR 97223 T°O.,WALL I I I I 1 1 I I I I le \ +14-0" A.F.F. I I I I I I I I I I I LL-J �- l I I I I I I j� 7 — 1 I 1 fs' � ----I II I I I I I �I� 1 ! I I = ��„• �� —f ! I I I I I ' / \ ' r� 110 I I I I i ( _ I' 1 onith co_ ,� +1T.01'Wo' A.F.F.ALL1', i -001k••Wi.. —I ! I I 1 1 1725 Westlake avenue n , � _- i I I I I I ( I suite 210 03 I l I ! I 1 I FOLDING DOOR SYSTEM )' PROPOSED EXTERIOR DININGillit - .1 i I I i II CROWN DOORS - seattle, Washington 98109 Iiir ! ' I I I I _ I I (320) 238-2616 111 `" ' ( III C I 1 I ( info@crowndoors.com ■■ — 206.838.5485 p --il /'"'1 \ - 206.713.4076 m 1 I i \ /9 I I I I I I t� BI FOLDING GLASS DOORS )'I' I `WAL I I I 1 I I `x' 441. 206.464.0700 f - i •�SEE i i I I I I I A I 1-- I II /��, iM ! �] ( ! I I I I y ,11 — ksmith@smithco.org 02 • I / r - i I I I �/ T 11 �' ® l I (_ I I I I - http://www.smithco.org/ IEXISTING CMU WALL ) 41 ,,___. --- frir,---'-cif 1 1 1I I I I I I I 1 1 I ( -1111 Consultant ir I 1 a �', I ) I I I I I I I i �- ! — FINISHED FLOOR 11 +D'-D" A.F.F. •=11 ___.;:y7=-7-1 1 --111 r�.�.:`.�_��. •,..<.�_..>,.•..-.._.,.,..,,. '�•I NEW CONC SLAB ON GRADE -=1_ -__1.7,.--,_11' '•° II I i=!11=7-/H—� a—� —� —� t—,i t—f I f=1 I 11-11_I `_ "—IF-111--,- , -4111 -1 I I I' li-„-I 111 I I� Y"111;f I- +I II I , 1 40 /� �_ le `\ ...\.. �f T—\ — (—II i o� _ _ - -4I 1 \ 4 ,(1.1- , BUILDING SECTION \-- T` ,ter ' 1 I - I 4 i I -,� • SCALE:1l4"=1'-0" R-10 RIGID INSUL. 24 AT PERIMETER 4 �� I 1 /4 , a 4 I ° I° °4 - TYP CONCRETE SLAB ON GRADE 1______ ) _ -/� or-- \ I _ 4 .� 1 - I 4 °I TYF I .� �' �" / ax,4i0►6i I1 iv* 14 . Consultant Registration Architect Registration •s I I I I i S ° L �' CONCRETE SLAB ON GRADE �U� - -- __ jt4 I µ a ��° °d 4 (-11.\— I I i ° � -I 1 - III- I ! 4 ,,�1 ��P i 1 III I I -II ► 4 ° III 0 L. s �� - � WALL SECTION WALL SECTION 5992 WALL SECTION �4 WALL SECTION 5 � �� SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" SCALE:3/4"=V-0" SCALE:3/4"=1'-0" ; 1 1'fl'7ClLIEo WA T.O. WALL +30'-0" A.F.F. I I I I \ 1, I I f I I I I l I I I 1 I I \ I MALL BULKHEAD ) EXISTING CMU BEYOND ) MALL BULKHEAD ) I I I I I '\ 1 I I I \ 6" MTL STUDS METAL COPING METAL COPING Issues and Revisions I I I I I METAL COPING EXTEND MEMBRANE ROOFING MEMBRANE ROOFING \\\N No. Date Issues By Check I I I I I R-21 BATT INSUL , I ) - - - TO UNDERSIDE OF SOFFIT /I EXTEND OVER PARAPET EXTEND OVER PARAPET 1 I I ( ! I VAPOR BARRIER ) I BLACK METAL STANDING 6" MTL STUDS T 1 02.14.19 PERMIT SET <LS I I I 1 I I ( I I I I \ I SEAM ROOFING _ --• \ 6 MTL STUDS II1 ( I I I ( ( I 3/4" RIGID GYP ROOF %- _ ( "PAPPA'S BARN" SAND & STONE xu ,\ \ --�7- - PANELS - RECLAIMED WOOD GC TO PROVIDE CLEAR -/-�� ' CANT STRIP AND CRICKET J I I ! I I TYVEK HOMEWRAP BARRIER ) + + I "THOMPSON" PENETRATING WEATHER SEAL- -I I- , 11 ( I I I I I 1/2" PLYWD , <;,,i„,,,.g_27 --7,; 1-1/2" MTL "B" DECK I I I SLOPE TO SCUPPER/DRAIN I EXISTING GMU WALL BEYOND I I ( ( I I TYVEK HOMEWRAP 11 I 1 ( I I ' '` CANT STRIP AND CRICKET I I I I VAPOR BARRIER -I -F- I SLOPE TO SCUPPER/DRAIN -1 h- Z EXISTING MALL BULKHEAD I I I I I I I � 5/8" GWB - PAINT , i I I l� 3/4' RIGID GYP ROOF , \ I I I I I I I I I ( I ( I ! I -- PANELSIGID GYP ROOF 1 J-1 1 I I \ 1 Fre---A �____- ' . BLACK METAL SIDING ) 10" METAL STUDS JOISTS _ --I- / "/'" PANELS �`� I I I I I I I TS SUPPORT SEE STRUCTURAL - - -- VAPOR BARRIER 1 +1 +-+ - - - - - - - VAPOR BARRIER - - - - - - - - -i ! I I I I I l I I l I I I I I I R-49 BATT INSUL )� R-21 BATT INSUL i 1-1/2" MTL "B" DECK / I \,;\` 1-1/2" MTL "B" DECK / I I l I + + TO WALL --I--\I I I I I I I I }. \ 4"x6"x5/16" ANGLE % 10" METAL STUDS JOISTS I ) 10" METAL STUDS JOISTS // VAPOR BARRIER ) �' + +13'-11" A.F.F. ( I I I R 49 BATT INSUL \ I I R-49 BATT INSUL I ' _ _ _ � F 1 2" AIRSPACE _ 7 I / n , p ( I I I ( I MTL DRIP FLASHING / / :i�� .►vi��►��i► �/.ti}��E' I I I I I I I VAPOR BARRIER ,� /, 6" MTL STUDS ) 1/2" PLYWD ----M:$---- -- �� ( _.'.:i rIw��lweromww��ly �ei'pir�'rr ' ,-I (( I ( I ! I BLK'G AS REQUIRED f ----�____, - ` - - - - - - - - 6„ MTL STUDS I :i I 1 1 1 I I I I /74.7/1-7/7)-(/./.97),s,i i ,//7"- --. - I l i 6 MIL STUDS it` 1�y I i/ 11 l �� o +12'-11' A.F.F. I - 11 I I I I I ! I I I Oi _. _._ T.O. solsI � �— - Li i ` ' �� FRONT PARAPET FRONT PARAPET BACK PARAPET —\ Project Name 85*C Bakery Cafe — USA PROPOSED EXTERIOR DINING �' > �._.i 1 I I I I I R 9 [� .�# 1 III I 1 I I CI SCALE:1-1/2"=1'-0" " SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" " JIE ,' III I I 1 I I ✓ I /� Project Number 02016063.01 I I I I I 1 �„„ ,„u) 6” MTL STUDS I I EXTERIOR WALL ) 3� I I I I "f TYVEK I z -4111 Description STOREFRONT SECTIONS/DETAILS i/ /._ 2 - 7-1 II I I I I I I I I I I 1 ( - I I , S BLACK METAL TRIM AT JAMB > 01-FOLDING DOOR HINGE >4 R-21 BATT INSUL ...410 ----- o� r i I 1 I I I I VAPOR BARRIER , I Computer File A4.2.DWG I ` ' i II I 1 1 I 1 1/2" PLYWD �`--� �, I 1 H I I I I I I 5/8" GWB - PAINT ; �� Scale AS NOTED 1 111 I I I I I I I I BI-FOLDING DOOR SILL )I. .. .. .. .. . .. .. BLACK METAL SIDING )� �I :, fi _ I I I 1 I I FOLDING DOOR SYSTEM ) I t I i a i CROWN DOORS O SEALANT ° Template 4,3 (120101) FINISHED FLOOR • C' I +0-0` A.F.F. ;_L —III >, (320) 238-2616 - F-_......_.....,0_,..........1.4:-.t.... ..........._,..._...r�_� _ I -�- I _ • ALUM RETAINER W/GARAGE All ideas, designs, arrangements, and pians indicated or ..__._._.._. .._. :.In! ' '_I-_r? Info@crowndoors.com III1 - - _ _ _ _ - {�' TYPE BULB SEAL ) DOUBLE BULB SEAL NEW CONC SLAB ON GRADE I<<:• I— I�I I—i — — — — —iii—I I f j=I I— I-III `'-` p property of represented by this drawing are owned by and the { I II -111;-_;-,kill iil : '-I i U1- : smith co.lic and were created, evolved, and developed __ 7 NEW CONC SLAB ) Q zil a a for use on and in connection with the specified project. None of � k — such ideas, designs, arrangements or pians shall be used NEW CONC SLAB ) ♦ !'1 by or disclosed to any person, firm, or corporation for any BLACK METAL TRIM AT JAMB ----> I purpose whatsoever without the written permission of smith co, llc. BUILDING SECTION HEAD DETAIL SILL DETAIL MID—HINGE SECTION PLATE DETAIL r -\ SCALE:1/4"=1'-0" �2/I SCALE:3"=1'-0" 6 SCALE:3"=1'-0" `�� SCALE:3"=1'-0" SCALE:1-1/2"=l'-O" s I I I I I I i I i I \ i I ^1. ' _ _ _ _ MALL BULKHEAD ) -, MALL BULKHEAD ) �.-,�' - MALL BULKHEAD ) 1- - - - - - r + � _, _ N J '---1-L. "PAPPA'S I"PAPPA'S BARN" SAND & STONE ( i "PAPPA'S BARN" SAND & STONE ) 1 "PAPPA'S BARN" SAND & STONE i I 4(?) Q 0 RECLAIMED WOOD GC TO PROVIDE CLEAR I RECLAIMED WOOD CC TO PROVIDE CLEAR _ -1_ RECLAIMED WOOD GC TO PROVIDE CLEAR 1-L "THOMPSON" PENETRATING WEATHER SEAL ) - / "THOMPSON" PENETRATING WEATHER SEAL / I \ "THOMPSON" PENETRATING WEATHER SEAL , I I I I1 or po 1 J I 07 '' i30 I - � I I - ' I i I I I I SIM I I I J E IL LI II _, TS SUPPORT SEE STRUCTURAL ) I 11.11--1 - - - - [ g o I i l ,� I. 1!I- -5J--g im I- -_: " 2" STAINLESS STEEL GLASS TRACKS Sci Ier Cafe i i - I --I 2 STAINLESS STEEL GLASS TRACK ( ) i Fr 1 1 \ / 1 _ _. 1 .. , ./ 9753 SW Washington Sq. Rd. 4'-3" I �, / 4'-3" / 4'-3" / Space D92 Portland, OR 97223 • Gni Sill CO . 1725 westlake avenue n suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m FOLDING GLASS DOORS ) 1/2" GLASS TEMPERED ) 1/2" GLASS TEMPERED ) 206.464.0700 f o 1 i 0 ksmith@smithco.org i http://www.smithco.org/ Consultant / 08 6" STAINLESS STEEL BASE I 1._ -- -I- -I-- - — "PAPPA'S BARN" SAND & STONE O I Consultant Registration Architect Registration / / RECLAIMED WOOD GC TO PROVIDE CLEAR 1.1I ) 1 I L1 04 J ' 1 1 06 "THOMPSON" PENETRATING WEATHER SEAL I I TR _1 6" STAINLESS STEEL BASE cI ),� I TYF I 1 •• - T . . 1 T. I .,, t--r ' ,0 0 KEMI L.SLUM 0 WALL SECTION WALL SECTION WALL SECTION P 4 5992 2SCALE:3/4"=1'-0" T / SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" WMS9A ' , / , ilts I OAF0.41 6" MTL STUDS is ) 6" MTL STUDS v ) 1/2" PLYWD , 1/2" PLYWD � \) 1/2" GLASS TEMPERED ) "PAPPA'S BARN" SAND & STONE // 1/2" GLASS TEMPERED "PAPPA'S BARN" SAND & STONE )/ Issues and Revisions / RECLAIMED WOOD GC TO PROVIDE CLEAR / \ - - RECLAIMED WOOD GC TO PROVIDE CLEAR / No. Date Issues ByCheck "THOMPSON" PENETRATING WEATHER SEAL x/ I I "THOMPSON" PENETRATING WEATHER SEAL /" - r- BLACK "CORIAN" \ TENANT TILE I -"",,,"`,a TENANT TILE ,, , , ,, 1 02.14.19PERMIT SET KLS .; ' - ___ \ • 111 L- - - TS SUPPORT SEE ); 1 . •' 1 6 6- STRUCTURAL - - - �� 4" STAINLESS STEEL BASE �� r FOLDING DOOR SYSTEM )Tj - - - - , 6" STAINLESS STEEL GLASS BASE > 1 7 , , - -.wit imi Y ' r: c , , - „r - - f 6 MTL STUDS EXISTING CONC FLOOR ) / I EXISTING CONC FLOOR ) / ,� - T - - -- - - 1/2" PLYWD N BLACK ALUM ANGLE i I_ Ell I 1 _ „' �w BLACK ALUM ANGLE I - "PAPPA'S BARN" SAND & STONE ) RECLAIMED WOOD GC TO PROVIDE CLEAR ' SILL AT FOLDING DOOR 5/8" GWB PAINT �r { TYP.. GLASS BASE 5/8" GWB PAINT T ^� "THOMPSON" PENETRATING WEATHER SEAL 4SCALE:3"=1.-0" G 4 p SCALE:3"=1'-0" STAINLESS STEEL GLASS TRACH TOP LOAD FOLDING DOOR ) I a � 6" STAINLESS STEEL BASE )) -1 i- — — 1/2" GLASS TEMPERED ) \., I Project Name 85"C Bakery Cafe — USA I I EXISTING CONC FLOOR ) / 3» / I I 4" Project Number 02016063.01 Description STOREFRONT SECTIONS/DETAILS HEAD AT FOLDING ScADOOR HEAD ATS ALE.1-1 GLASS GLASS AT SHORT WALL 8 Computer File A4.3.DWG 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.11c 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. tic. A-413 2"X6" BLOCKING , , ATTACHED TO (E) „r MIN. 2-#8 METAL SCREWS \ N. - 362S125-33 TRUSS W/ 'U' `, DIAGONAL BRACING HANGERS 3625125-33 0 16" \`� -�` 1 SPACED STAGGERED SEED C O.C. (WH. OCCURS) �` - SEE DETAIL 10/- \GI DETAIL ilk FOR REAR HOOD �� » » \�` !!� . 2X2 X1/4 NW MOUNTING r; ANGLE z f ��•`` 3/8"0 THREADED __.- ,,L �r ROD HANGERS, r o I1 TYP. GYP. BD. CEILING / I\-- --.---- ' SUSPENDED ® `��%� r WHERE OCCURS ACOUSTICAL CEILING . 5 e7 LARR #2404WH. OCCURS PROVIDEM TL STOP & CONT MIL STUD FRAMING. SEALANT 0 GYP. BD. CEILING EXTEND 6" ABOVE 5/8" TYPE "X" GYP. CEILING HEIGHT BD. EA SIDE 3-5/8" X 25 GA. • "/ "HILT!" POWER-DRIVEN PINS ® �_,.-�/ METAL STUDS 0 16" 24" O.C. MAX. TYP. U.N.O. O.C. (U.N.O.) "CEMCO" ICC-ES ESR-1663METAL STUDS/VIPER Bakery PROVIDE MACHINE LARR #25646 STUDS ICC-ESR 2620 BOLT WASHER NUT FLOOR FINISH AS SCHEDULED `�- BASE AS SCHEDULED BY HOOD SUPPLIER �- 9751 SW Washington SqRd HOOD � .. .. _ - - WELD • °• . . a w - Space DOI HOOD SUPPORT @ PURLINS TYP. NON-BEARING PARTITION - SECTION Portland, OR 97223 SCALE:N.T.S. 1\,,9) SCALE:N.T.S. METAL STUDS: DIETRICH, ESR-1166P 9" . / ., METAL STUDS: VIPER STUDS METAL STUD WALL W/ BY CEMCO 362S125-33 METAL STUD 5/8" TYP "X" GYP. BD. • ICC-ESR 2620 BRACE AT 48' O.C. ALT. 1725 Westlake avenue n ON BOTH SIDES LED STRIP COVE SNEEZE GUARD DIRECTION. PROVIDE suite 210 (N) 'L' 6X4X12 GA. X3" LIGHT o '� COUNTER TOP STRONG BACK WHERE seattle, washington 98109 ' - WIDE ANGLE W/ (3)-#10 I / LENGTH EXCEEDS 10'-0" 206.838.5485 p TEK SCREW TO HOOD y, AND (3)—#10 TEK - _`,; / �:I 1 / 206.713.4076 m 206.464.0700 f SCREWS TO WALL AT '+g, STAINLESS STEEL LINING / EACH END OF THE HOOD / / ksmith@smithco.org & 0 4'O" O.C. TYP. .1":6-- STAINLESS STEEL COUNTER // /// htt :!/www.smithco.or / PLASTIC LAMINATE CABINET CLIP ANGLE WITH p g EXHAUST HOOD VENEER OVER 3/8" o i - / / MINIMUM 2-#10 '-'9/: I 0 11 " •7+/ / SHT. Mm. SCREWS PLYWD. �n I� 3 5/8 20 GA. + + / Consultant �+ 16" O.C. GI CA 4943PSTUDS / `/ #10 HIL11 KWIK • t 7 1 CONT. TRACK 1/2" GREEN GYP. BD. W/ PRO-SELF DRILLING W/.180" DIA.X2" STAINLESS STEEL LINING PROVIDE EDGE METAL AT SCREW AT EA. STUD. t • LON. POWER TOP EDGE OF GYP. BD. LARR#25678 DRIVEN SHOT PINS - 7. I ICC-ESR-2196 " 1/2" CEMENT BD. TACK WELD ®16 O.C. ll (ICC ESR-1799) MTh. TOP TRACK I BASE & FLOOR PER �' GYP. BD. WHERE OCCURS 3" MIN. AIR SPACE J o N - ,- J FINISH SCHEDULE R-131NSUL. WHERE WALL LARR #2404 _ l' I OCCURS SP CE COND. AND I MTh. STUD 4" 'T) BASE PER r i FINISH FLOOR FINISH SCHEDULE. �. , HOOD SUPPORT a© WALL LOW WALL SECTION W/ SNEEZE GUARD WALL ATTACHMENT1 106 2 SCALE:N.T.S. 1 2 SCAE:N.T.S. l / SCALE:N.T.S. / -/ METAL STUDS: DIETRICH, ESR-1166P Consultant Registration Architect Registration 3-#10 SHT. MTL. SCREW PRE DRILL WHERE (E) FRAMING COLD STORAGE ROOM NECESSARY TO AVOID SPLITTING RAISED CURB (IF ANY) \ fidL:f°- SS WALL PANELsiS .� • //// //// /// //// //// //// //// IS, � O` ' IN z ILICONE JOINT SEALANT , �• 5 �MITH lei P.. :. . .. i r. SS FLASHING BEHIND • 0 •. •" .•• • . : �` .a..� - , 4 • SS WALL PANEL ANDa::: 44 �� FINISHED FLOOR •J' ON TOP OF Q.T. BASE - Q,, VERIFY WITH / FLOOR SINK LOCAL CODE io � "�' � — j CONDITION A 10111112 QUARRY TILE BASE MTL. STUD BRACE '?� �* (FRAMING PERP. TO WALL) Q� aA�`;7 EXISTING SLAB ON GRADE TO REMAIN "P"'TRAP SLOPE FLOOR TO PROVIDE POSITIVE DRAINAGE - 1/2" 3-#10 SHT. MTL. SCREW PRE DRILL WH 2x BLKG. SIT ® WALL TO 0" © 24" AWAY, NECESSARY TO AVOID SPLITTING RAISED CURB (IF ANY) ,��'�d= 54�R INSTALL WP MEMBRANE 8" UP (E) FRAMING Issues and Revisions .�1 ' ON WALL AND FLOOR �� x '14 ///( //// /// ' //// /y// /// / // //// //// No. Date Issues By Check pg0 p Ji D D 1 02.14.19 PERMIT SET KLS - - 1401t: o ° TD ° . A . I \,,,` v, A ° , .l )( ' O- O AZ ° A A D \,. • • - ,. `) O J D ° D A D D A ct m. S o D A CONDITION B I I 0 D p ° D D 2" 1'-0» 2" > ° L (FRAMING PERP. TO WALL) MIL. STUD BRACE • FLOOR SINK WATER PROOF UNDER COOKLINE - SECTION WALL ATTACHMENT DETAIL 0 SCALE:N.T.S. 3"=1'-0" / SCALE:N.T.S. /7 ///7 /7 // /77/ 7/,'/ /=G' 7//7 /7// // /77/ 7/ 7/ 5/8" GYP. BD. AT THE RECESS, #10X1" LNG TEK TYP. USE TYPE 'X' GYP. BD. AT SCREW TO B.O. BLK'G FIRE RATED WALLS ® 12" O.C. TYP. /71EXISTING ROOF/FLOOR F.E. CABINET TYP. - 1 . T-- �!, \ 2 X WD. WOOD JOIST TO REMAIN, Project Name 85'C Bakery Cafe — USA - j I BLOCKING 362T225-33 CONT. ZliTOP TRACK W/ Project Number 02016063.01 FIRE EXTINGUISHER N.I.C. = METAL STUD (1)410 TEK SCREW Description DETAILS ON EA. SIDE OF o 0 SLIP TRACK PERPENDICULAR TO JOIST TRACK/BRACE AT EA. _ STUD ® 24" O.C. Computer File A-3.0 DWG // /,' // // ,'/ // // // // // // // // // // // ,-/ !/ // /' -2 \ o EXISTING ROOF/FLOOR WOOD JOIST TO Scale AS NOTED o I I \ REMAIN, TYP. WOOD BLOCKING ALL 4 SIDES o --� 2 X WD. 362T125-33 CONT. TOP Template 4.3 (120101) BLOCKING I TRACK W/ (1)—#10 TEK All ideas, designs, arrangements, and plans indicated or #10X1" LNG TEK METAL SCREW ON EA. SIDE OF represented by this drawing are owned by and the property of I WALL PER PLANS SCREW TO B.O. BLK'G TRACK/BRACE AT EA. STUD smith co.llc and were created, evolved, and developed N © 12" O.C. TYP. I I STUD 0 24" O.C. for use on and in connection with the specified project. None of V such ideas, designs, arrangements or plans shall be used 0 SLIP TRACK PARALLEL TO JOIST F.F. by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. FIRE EXTINGUISHER CABINET 8 STEEL FRAMING PARALLEL TO WOODEN ROOF TRUSS �SCALE:N.T.S. SCALE:N.T.S. A-3 . • • NOTE: VERTICAL WIRE CONNECTIONS SUSPENDED CEILING NOTES: COMPRESSION STRUT SCHEDULE A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. 1. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. HEIGHT* EMT OPTION METAL STUD OPTION STRUCTURAL STEEL 2. CEILING GRIDS AND FIXTURES SHALL BE INSTALLED PER THE EMT 250T125-33 (20 GA.) � WOOD FRAMING CONCRETE FRAMING METAL STUD MANUFACTURER'S INSTRUCTIONS. WHERE INSTRUCTIONS UP TO 5'-0" 3/4" OR CONCRETE v.,.// �..�" FRAMING B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS CONFLICT WITH THE BUILDING CODE, THE MORE RESTRICTIVE UP TO 6'-0" 1" EMT 250T125-33 (20 GA.) FOR LONGER THAN 2 INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE FILLED METAL DECK -I SHALL APPLY. STRUT LENGTHS, CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN 3, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE UP TO 7'-0" 1-1/4" EMT 400S137-33 (20 GA.) BACK TO BACK x A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THESTUDS MAY BE EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL % CEILING TILE TO ALLOW FOR AT LEAST 1" MOVEMENT IN ALL UP TO 8'-0" 3-5/8" 25 GA. IIETAL STUD I USED. AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE. ° HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT IS UP TO 10'-0" z — a-5/s• zs GA ME,,u sTuO \ 1-1/4" PERMITTED AT THE TOP OF THE SPRINKLER HEAD MNGE STUD CONNECT*3 Td THE WE9 AE h1E�[j�ER_$]UD C. FOR CEILING AREA EXCEEDING 1000 SF. HORIZONTAL RESTRAINT OF THE CEILING TO • MIN. EXTENSION. UP TO 15'-0" 2- 2-,/2.25 GA. METL STUD ORIENTED PER ITEM 2 + THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE © .iii.: �.�. UP TO 2O'-O" 2- 3-5/8"25 GA MEU1L STUD ORIENTED PER ITEM 2 O HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. DISTANCE BETWEEN CEILING AND STRUCTURE ABOVE. .-\ 0 ..' KAPPROVED CEILING CLIP 1 12 GA. HANGER WIRE @ 4' O.C. ..•'� D. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER 1/4" CLOSED CEILING CLIP CEILING CLIP W/ #12 SHEET COMPRESSION STRUT ALONG MAIN RUNNERS. 3 TIGHT a HEADS AND OTHER PENETRATION SHALL HAVE A 2 INCH OVERSIZED SLEEVES, EYE SCREW W/ SHOT PIN W/ SHOT PIN METAL SCREW MAIN RUNNER & SPLAY WIRES TURNS IN 3" EA. END RING, INTO 1/4" MIN C� 4' O.C. ...*.......'\.„.......... / 12'-O" O.C. BOTH OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT STEEL, OR #12 DIRECTIONS. I SUPPLEMENTARY WIRE(S) LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. METAL SCREW CONNECTED TO FIXTURE CROSS RUNNER ` I 6 MIN. r� HOUSING. (MAY BE SLACK) E. CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. ° c� 2 0'C' r SKEW ° d �, ,// f PROVIDE WIN. #12 GA. WIRE F. CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF .� 9 1 WITHIN 3" OF ALL FOUR THE CEILING. �i� • pri �„ \\ CORNERS OF LIGHT FIXTURE TIE TWO ADJACENT WALL TO CEILING MAIN AND CROSS RUNNERS G^� '1 " DO NOT HANG r DO NOT USE METAL 41 DO NOT HANG ` N1 ,.. UNLE METAL DECK SCREWS TO HANG FROM WOOD �/ CEILING 8 50C a er Cafe UNLESS JUSTIFIED FROM STRUCTURAL FLOOR OR ROOF TILE BY STRUCTURAL CONCRETE FILLED SHEATHING. ENGINEERING METAL DECK. CALCULATIONS. • I /� O is O 0 BRACING WIRE CONNECTIONS �''" ip-,:: . 9751 SW Washington Sq Rd 4+ 9 STRUCTURAL STEEL \ � '011Space DOI WO00 JOIST CONCRETE FRAMING METAL STU / -o 0 OR CONCRETE ""�""' JOIST OR (4) 12 GA. BRACING WIRES OR BLOCKING FILLED METAL DECK jr BLOCKING 90 DEGREES APART. 4 TIGHT + 45° TYP. O Portland OR 97223 TURNS IN 3" EA. END. O i 2-1/2" r / `. ♦ MIN. ° 2-1 2 LIGHT ~ .'1 EMBED I 2" MAX FROM BRACING r,, FIXTURE .. WIRES TO STRUT OR 9 ----$ it 1111 C 0 �� CROSS RUNNER. y PROVIDE SUPPLEMENTARY WIRES 5/16" POST- •��i (2) #12 FOR FIXTURES AS FOLLOWS: 1/4" CLOSED INSTALLED METAL �6' MAX. 12' MAX. • LESS THAN 10 LB: 1 WIRE 1725 Westlake avenue n SCREWS suite 210 �-0 O EYE SCREW ANCHOR (2) #12 1 • 10 LB - 55 LB: 2 WIRES (NOTE 1) METAL - /� • MORE THAN 55 LB: PROVIDE SCREWS �` _ INDEPENDENT SUPPORT TO wattle, Washington 98109 THE STRUCTURE. O O O / Plan �� t _4E\ CONNECT TO 6' MAX. ' / 8" MAX. / 8" MAX. / 206.713,40$6 m E 5 p [1 �= TOP FLANGE DO NOT CREATE L•� ` BP ACING , _�A 206.464.0700 f TORSION (TWISTING} DATIONS 3/4" LOADS ON JOISTS, CLEAR RUNNER RUNNER --� r- r ksmith asmithco.org 1 1, ' I-JOISTS, flR I / } / i OPEN-WEB JOISTS. 12' MAX. HAIAGFR S L i®h I S httpJ/vvww.smithco.org/ LOCATIONS \ ,q \* • PERIMETER L W/ ` ICC APPROVED 2" HORIZ LEG SEISMIC CLIP �.,;,� � ADD FILLER r Consultant _ BLOCKS AND POP RIVET AT PERIMETER CL BLOCKINGj /ADD BRACE TO = \ \ FIXED SIDE ONLY (7/8" LEG) ` , �� JOIST BOTTOM ` (ONE OPPOSITE WALL) �� rl / \ / �+ �i FLANGE I r �� WALL OR SOFFIT � ` - v • J I _._�__ WALL OR SOFFIT CEILING SUPPORT PLAN PERIMETER(CBCSEC OPTION 1613.1) 1SHOW DETAILS. PERIMETER OPTION 2 - ••= CONNECTION NOTES: SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. \___ \.. I' 1. POST-INSTALLED ANCHORS (WEDGE BOLTS, SCREW ANCHORS, ETC.) SHALL BE ICC APPROVED FOR SUSPENDED CEILING NOTES: SEISMIC DESIGN CATEGORY 'E'. SPECIAL INSPECTION IS REQUIRED. SHOT PINS INTO CONCRETE PER ASCE 7-10, SEC 13.5.6.2.2 SHOW OR SPECIFY THE FOLLOWING: SHALL NOT BE USED TO SUPPORT BRACING WIRES. 1. LATERAL BRACING FOR SUSPENDED CEILING SHALL BE PROVIDED. WHERE CEILING IS NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 2. THESE DETAILS ARE PROVIDED AS EXAMPLES ONLY AND DO NOT ADDRESS ALL POSSIBLE FRAMING INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT (ADEQUATE TO RESIST THE VERTICAL COMPONENT FROM Section CONDITIONS. THE DESIGNER SHALL FIELD VERIFY THE EXISTING CONDITIONS AND PROVIDE LATERAL LOADS) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET O.C. IN BOTH ACCURATE DETAILS FOR ALL UNIQUE CASES. DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL. ATTACHMENT OF RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SUSPENDED CEILING DETAIL10 SUSPENDED CEILING VERTICAL AND LATERAL SUPPORT SCALE:N.T.S. SCALE:N.T.S. Consultant Registration Architect Registration #4 X 1'-0" DOWELS ® 36" , f O.C. (LAP W/ SLAB MTh. STUD WALL PER PLANS TYP. D ',/•, REINFORCEMENT) SIA 10 EMBED INTO --EXISTING CONCRETE 5/8" CEMENT BOARD �� EXISTING SLAB (6" SLAB 5/8" GYP. BD. 0 lE rrH L. Sim 0 MIN.) WITH SIMPSON ; 5/8" GYP. BD. BOTH SIDES PAINTED � � SET EPDXY BAKERY SERVICE I 5(ESR-2508) = FINISH PER FINISH SCHEDULE 3 5/8"X20 GA I METAL STUDS 0 16" tp,ASEATTLE,WA k•= • ° ° .1q: - BOXED STUDS AT JAMB OR HEADER O.C., TYP. . • ° • •. , �' j WOOD SHIM LOW PROFILE COVE OF Cr,��' ° , LIGHT, SEE R.C.P loft ° ' f CORNER TRIM KITCHEN °� ° ° .a�• WALL TILE PER I Issues and Revisions ° INTERIOR �' EXTRUDED ALUMINUM FRAME °'' • •° '• ° � • : ELEVATIONS i', 5/8" GYP. BD. No. Date Issues By Check • is \ GLAZING GASKET + IL'14I; ° • + + 1 02.14.19 PERMIT SET KLS • INSULATED GLAZING t. FRAME BEYOND #10 TEK SCREWS d • 1 •. • ' •` a • p. . , • ` _ L • 5/8" GYP. DB. a / 2 e NEW SLAB RECESSED FRAME SOFFIT COVE DETAIL PLAN N.T.S. 8 N.T.S. / NEW SLAB #4 X 1'-0" DOWELS ® 36" EXISTING CONCRETE O.C. (LAP Wf SLAB SLAB REINFORCEMENT) EMBED INTO 3 5/8" X 20 GA. METAL 6" TRENCH 6" EXISTING SLAB (6" STUDS 016" O.C., TYP. MIN. MIN. MIN.) WITH SIMPSON SET EPDXY Project Name 85*C Bakery Cafe — USA . , / . r (ESR-2508) ter- ° , N\ \: �,,• 7x' 7, 7, \c/\; Project Number 02016063,01 /V/%„;'V'%V/%V/%�/%//%V/%� % #10Description U \� \ \ \ \ \ \ + TEK SCREWS Descli DETAILS //\\ /\ \\ Computer File A-3,1,DWG/ � ,/' <// /i/ ,U\/ /-' , +/ \ \ \ ; �\ \ _�.__ , \ \\ \ Scale AS NOTED /././/,/,,,\/i/\/,//.\/, \\\/, //\; 5/8"< \ GYP. DB. / \ LED STRIP LIGHT, SEE Template 4.3 (120101) SEWER LINE REFLECTED CEILING PLAN Ail ideas, designs, arrangements, and plans indicated or NEW COMPACT FILL represented by this drawing are owned by and the property of TILE PER INTERIOR smith co. lIc and were created, evolved, and developed SECTION ELEVATIONS 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. 11c. CONCRETE INFILL DETAIL , LED COVE LIGHT DETAIL 9 SCALE:N.T.S. N.T.S. A-3 . MAXIMUM 1/2" GRATE - VINYL WALL COVERING APPLIED OPENING DIRECTLY TO WALL PER FLOOR BEYOND MANUFACTURES'S INSTRUCTIONS SET DRAIN TO ALLOW FOR 1/2" QUARRY TILE ,/ - LATEX CAULKING 0(al 1/8" PER FT. SLOPE SLOPE } ( 85 --- - - - - Q-rrn 211 r r ,,, ,nr,?,tirszx �vsrnr !! .gyp,{..�` D e a p �i� y�iw 1\VY p p 111 A .° jv. r a . •'� WA,. n NEW BASE TO OVERLAP 1.10 . VINYL WALL COVERING O Ef FLOOR DRAIN PER Bakery' Cafe CONCRETE FLOOR SLAB PLUMBING DRAWINGS AND (EXISTING TO REMAIN OR SPECIFICATIONS SAW-CUT AND FILL AS NECESSARY FOR SLOPE) _- , 9751 SW Washington Sq Rd Space D01 FLOOR DRAIN - SECTION13 VINYL APPLICATION - NEW TILE BASE „ Portland, OR 97223 SCALE: 11J2"=1'-D" \ N.T.S. 'KITCHEN SERVICE -- GYPSUM WALL •aithCO 6"X6" QUARRY TILE 8X32 TILE PER _i1V LATEX CAULKING 1725 Westlake avenue n PER FINISH ALIGN I FINISH SCHEDULE • SCHEDULE WALL FINISH METAL STUD suite 210 ' ' ' (SEE SCHEDULE) seattle, washington 98109 SILICONE JOINT SEALANT FINISH S 206.838.5485 p (SEE ELEVATIONS) 206.713.4076 m SECTION 0 •-::.. --- 1"X4" (25MMX100MM) SOLID WOOD CHAIR RAIL 206.464.0700 f ATTACHED TO WALL WITH CONSTRUCTION ADHESIVE AND NAILS SPACED 24" (610MM) ksmith©smithco.org e "HILTI" POWER DRIVEN PINSAPART FILL ALL NAIL HOLES http://www.smithco.org/ © 24" Q.C. MAX. TYP. U.N.O. NOTE: ESR # 1663 .: WATER PROOFING •.1 REQUIREMENT 8" UP WALL CHAIR RAIL TO OVERLAP VINYL WALL COVERING Consultant 24" OUT ON FLOOR TYP. — NOT USED ® SLOPE FOR SLOPE FOR 8"X32" TILE PER POSITIVE DRAINAGE •i- POSITIVE DRAINAGE 12"X24" TILE PER ■.. : .h„ ,,,, ,,T,�, 1/2” IN 24" TYP. ,� FINISH SCHEDULE ALIGN FINISH SCHEDULE I ' ' ' • 4. . CLEAR LATEX CAULKING II • d . d • d . d ---- - VINYL WALL COVERING APPLIED DIRECTLY TO Q . a 4 ---Ar WALL PER MANUFACTURER'S INSTRUCTIONS SECTION FLOOR TILE TRANSITION 4 BASE-SECTION 14 CHAIR RAIL SECTION N T.S. SCALE:N.T.S. N.T.S. Consultant Registration Architect Registration ■■■■■■■■■■■■ Mr-2 ■■■■MMM■■■■■ I WALL FINISH ■■■■MIEN■■■■ �� D � SEE SCHEDULES) ■■■M■■■■�■ - 2'-9" { F INEEMER■IIIMI WALL OOOLER ,2 SILICONE J01NT SEALANT ■.■■■N■■■■■■ ■■■■■■■■■■■■ 6" ■M■NN■N■■.■■ 2'-0" =RI L. �t �`�IIs DOOR ■IE■■■■■■■IE■■ = FINISH (N) 16 GA. ■t■■■IEM■■IE■■ SEE ELEVATIONS) �� \ \\ 5992 q 1 -1/4"X2" ;■M■■■■■■■M■■ '■M■■■■■■■■■■ GALV. Cg 24" ;■M■■■■■■■■■■ �11flClfal�, � ■■■■M■■MN■■■ 3 8" RADIUS QUARRY 1, �, O.C. ANGLE VV ■■ ■ ■ ■■■ / / ■■ ■■ ■■■■■■■■■M■■■ TILE COVE BASE BY STAINLESSOF Or-'" 1/4" SCREW © ■■■■■■■MNM■� KITCHEN EQUIP. STEEL \ 2'-6" I■■■■■■■■■■ EXTRUDED ALUM 24 O.C. U.N.O. 2'-1[" ■■■■■N■■■M■■ CONTRACTOR CORNER ■■■■■■■M■M■ GUARD MAX THRESHOLD SET IN FLOOR AS SCHEDULED �M■N■■■■■■■■ CONT. SEALANT BED Ij E N E R A L 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 (CONT'D.) A.C.S. ALL COMMON SURFACES INFO. INFORMATION AISC AMERICAN INSTITUTE OF STEEL JT. JOINT I. NESE DRAWINGS WAVE 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 SHOWING NE 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 REFUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY ASSUME ASH. FLY ASH CONTENT SHALL NOT COMPRISE MORE THAN 35 PERCENT OF NE TOTAL CONCRETE REINFORCING SHALL BE AS NOTED BELOW,UNA.ON PLANS OR DETAILS. INSTITUTE KP KING POST 010 5P 0 411 THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR CEMENTITIOUS CONTENT. NE WATER-CEMENT RATIO SHALL BE CALCULATED BASED ON CLEAR COVER FOR PRESTRESSED CONCRETE AND FOR PRECAST CONCRETE ALT. ALTERNATE KS KING STUDS) 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 ACI 318,SECTIONS ANSI AMERICAN NATIONAL STANDARDS KSI KIPS PER SQUARE INCH STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD 112 AND 11.3,RESPECTIVELY. INSTITUTE LLH LONG LEG HORIZONTAL PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS(OR CAN BE)EXPLICITLY SHOWN 8.3. CLASS F FLY ASH SHALL BE USED IN SULFATE RESISTANT CONCRETE WITH rc 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 SHOUK 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 STRICTURE. THEY DO NOT INDICATE NE ACI 318,SECTION 4.3,EXPOSURE CLASS "CI". EXPOSED TO EARTH ATS ANCHOR TIE-DOWN SYSTEM MAX MAXIMUM METHOD OF CONSTRICTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AWS AMERICAN WELDING SOCIETY MECH. MECHANICAL CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES, PROCEDURES,LAGGING, 10. TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BEN ACCORDANCE WITH EXPOSED TO EARTH OR WEATHER BF. BOUNDARY FASTENERS MIN. MINIMUM SHORING,BRACING,FORT-WORK ETC.AS REQUIRED FOR THE PROTECTION OF LIFE AND ASTM C54. (INCLUDING SLABS ON GRADE) B.F.F. BELOW FINISH FLOOR MISC. MISCELLANEOUS Q PROPERTY DURING CONSTRICTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY NO.5 AND SMALLER 1 1/2" BOT. BOTTOM N.T.S. NOT TO SCALE Bakery Cafe SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS IL CONCRETE MIXING,PLACEMENT AND QUALITY SHALL BE PER ACI 318. MECHANICALLY NO.6 AND LARGER 2" B . BEARING o.c. ON CENTER NOT EXCEEDED. VIBRATE ALL CONCRETE WHEN PLACED. SLABS ON GRADE NEED BE VIBRATED ONLY CANT. CANTILEVERED OD. OUTSIDE DIAMETER 85C AROUND AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. REMOVE ALL DEBRIS FROM NOT EXPOSED TO WEATHER OR IN C.J. CONTROL JOINT OPP. 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 WIN GROUND C.JP. 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 E CENTER LINE PL. PLATE 8753 SW Washington Sq Rd 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 OF PLF POUNDS PER LINEAR FOOT 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 1/2" 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 NCH Portland, OR 97223 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS AND ELEVATIONS WITH CURING PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS. CRS( CONCRETE REINFORCING STEEL PSL PARALLEL STRAND LUMBER ARCH L.DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 5. LAP SPLICES OF REINFORCING STEEL SHALL CONFORM TO TYPICAL REBAR LAP INSTITUTE RCSC RESEARCH COUNCIL ON START OF CONSTRICTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS 13. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCEMENT,DOWELS,BOLTS, SCHEDULE UN.O. NO TACK WELDING OF REINFORCING BARS ALLOWED. LATEST ACI DIA. DIAMETER STRUCTURAL CONNECTIONS AND INSERTS FOR ARCH'L.,MECH,PLUMBING AND ELECTRICAL WITH APPROPRIATE ANCHORS,SLEEVES,ETC.,SHALL BE SECURELY POSITIONED IN THE FORTS. CODE AND DETAILING MANUAL APPLY. AT WALLS AND FOOTINGS,PROVIDE BENT D1AG. DIAGONAL REQ'D. REQUIRED TRADES,DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRICTION. CORNER BARS TO MATCH AND LAP WITH HORIZ.BARS AT ALL CORNERS AND DWG. DRAWING SIM. SIMILAR 14. CONSTRUCTION JOINT SURFACES SHALL BE CLEANED AND LAITANCE REMOVED. INTERSECTIONS UN.O. VERT.WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. EF. EACH FACE SLRS SEISMIC LOAD RESISTING SYSTEM Gnithal0 5. TYPICAL DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT HORIZONTAL JOINT SURFACES SHALL BE ROUGHENED TO 1/4" AMPLITUDE. THOROUGHLY SPLICE TOP BARS AT CENTER LINE OF SPAN AND BOTTOM BARS AT THE SUPPORT IN ELECT. ELECTRICAL SPEC. SPECIFICATION 0 A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN,CONSTRICTION WET ALL JOINT SURFACES AND REMOVE STANDING WATER IMMEDIATELY PRIOR TO NEW SPANDRELS,BEAMS,GRADE BEAMS,ETC.,UNA.ON PLANS OR DETAILS. ELEV. ELEVATION STD. STANDARD SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SH1725 Westlake avenue n OW ONLY ONE CONCRETE PLACEMENT. EA.R ENGINEER OF RECORD STK STACKED 172 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 OYER GENERAL WHICHEVER IS APPLICABLE,UNLESS ALTERNATE METHODS HAVE BEEN APPROVED BY ES END STUDS) T&G TONGUE AND GROOVE STRUCTURAL NOTES AND TYPICAL DETAILS. THE ARCHITECT AND ENINEER. WHERE CURING COMPOUNDS NAVE BEEN APPROVED 1. ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UN-BENT AND RE-BENT. ESR EVALUATION SERVICE REPORT TI-IRU THROUGH 206.838.5485 p FOR SLAB CURING, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD BENDING OF REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED. E.W. EACH WAY T.O. TOP OF 206.713.4076 m 1. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRICTION DOCUMENTS COMPATIBILITY OF COMPOUNDS WITH ANTICIPATED FLOOR FINISH (e.g.,RESILIENT TILE) FF. FINISH FLOOR T.O.D. 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. S WELDING OF REINFORCING BARS,METAL INSERTS,AND CONNECTIONS SHALL BE MADE FLR FLOOR TAF. 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.SN. FT. FOOT TAL. 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 TA.S. TOP OF STEEL http://www.smithco.org/ NON-SHRINK PLOWABLE GROUT OR DRYPACK INSTALL GROUT BENEATH BEARING GA. GAUGE T.O.W. TOP OF WALL 8. ALL INSPECTIONS REQUIRED 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 SASE PLATES AFTER COLUMN HAS BEEN PLUMBED. FRAMING(NOT INCLUDING DOWEL ALL VERT.REINFORCING 70 FOUNDATION. SECURELY TIE ALL BARS N LOCATION G.SN. 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 DIA.OR I-1/3 I-IORIL HORIZONTAL UNA. 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 H55 HOLLOW STRUCTURAL SECTION VERT. VERTICAL FRAMING TWO OR MORE LEVELS ABOVE BASE PLATE. GROUT DEPTH SHALL BE 1 V2" CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS. IAMPO INTERNATIONAL ASSOCIATION w/ WITH 1. BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE TYPICAL,OR SHALL BE SUFFICIENT TO ALLOW GROUT OR DRYPACK TO BE PLACED OF PLUMBING 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 MRS'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 IBC 2104 "NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL EXPOSURE B WIND PRESSURE PER ASCE1-10 AND ACI 530.1. STRUCTURAL MEMBERS" BY A151. INTERNAL PRESSURE R 1 G H T COEFFICIENT(CsCpi) = 0.18 2. MASONRY COMPRESSIVE STRENGTH,f'm,SHALL BE 2000 P51 UN.O.AND SHALL BE 2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING VERIFIED BY THE PRISM TEST METHOD OUTLINED N IBC 2105222. AS A MINIMUM,28 DAY ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES engineers 4. SEISMIC LOADS: SITE CLASS D SYSTEM: LIGHT-FRAME (COLD-FORMED COMPRESSIVE STRENGTHS OF INDIVIDUAL COMPONENTS (Le.,BLOCK,GROUT,AND INCLUDING TRACKS,WEB STIFFENERS,BLOCKING,LINTELS,CLIP ANGLES, SEISMIC DESIGN CATEGORY D STEEL)WALLS SHEATHED WITH WOOD MORTAR)SHALL BE AS NOTED BELOW. GREATER 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. MN.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 61 = 0.425 ANALYSIS: EQUIVALENT 3. STEEL FOR 54,68 AND Si MILS THICK(16, 14 AND 12 GAGE)STUDS AND JOISTS SHALL SDS = 0123 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 P51 2000 PSI 2000 PSI 1800 PSC TYPE S ALL THICKNESSES OF TRACK,ALL DIAGONAL TENSION STRAPS AND BRACES,AND BRIDGING SHALL HAVE A MIN.YIELD STRENGTH OF 33 KS1. STEEL SHALL BE 5. SNOW LOADS: GROUND SNOW LOAD,Pg = 20 PSF GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. FLAT-ROOF SNOW LOAD,Pf = 22 PSF 3. STRUCTURAL MASONRY SHALL BE HOLLOW,MEDIUM WEIGHT (115 PCF),LOAD-BEARING 1/43CTO? SNOW EXPOSURE FACTOR,Ce = 1.0 CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. BLOCK TEST DATA SY A 4. FASTENING OF COMPONENTS SHALL BE WITH SELF-TAPPING SCREWS OR WELDS. ALL THERMAL FACTOR,Ct = 1.0 CERTIFIED LABORATORY SHALL BE SUBMITTED FOR REVIEW. ALL BLOCKS SHALL BE WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC-RICH PANT. ALL 'fi,5'r PLACED IN RUNNING BOND CONSTRICTION UN.O.WITH ALL VERTICAL CELLS IN WELDS OP CARBON SHEET STEEL SHALL BE TOUCHED UP WITH RUST INHIBITIVE PANT. //r4° N ' "6. RISK RISK CATEGORY III ALIGNMENT. CATEGORY: SEISMIC IMPORTANCE FACTOR = 125 5. SCREWS SHALL BE SELF-TAPPING PAN HEAD,HEX HEAD,OR WAFER HEAD SHEET METAL 19545PE SNOW IMPORTANCE FACTOR = 1.10 4. GROUT SHALL CONFORM TO REQUIREMENTS OF IBC 2103.13. USE SUFFICIENT WATER FOR SCREWS. SCREWS WHICH ARE REMOVED SHALL BE REPLACED BY A SCREW OF Aooc;� C. FOUNDATION GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ONLY SOLID LARGER DIA.WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE .r. SO O ,�� F,, GROUT CELLS WITH REINFORCING UNLESS REQUIREMENT TO SOLID GROUT ENTIRE WALL IS ALL SCREWS WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER ,a e I. FOUNDATIONS DESIGNED PER RECOMMENDATIONS BY 2014 OREGON STRUCTURAL SPECIFICALLY NOTED ON PLANS OR SCHEDULE. HOLD GROUT DOWN I-1/2" BELOW TOP THAN 5/8" o.c.AND WITH A MIN.FREE EDGE DISTANCE OF 1/2". CLIP ANGLES OR FLAT -191NT-SYN SPECIAL SPECIALTY CODE (CODE MINIMUMS). SITE PREPARATION,GRADING,TESTS, OF BLOCK AT GROUT LIFT JOINTS. CLIPS USED FOR ATTACHMENTS SHALL BE 20 GAGE MIN.,U.N.O. SIZE CLIP ANGLES AND INSPECTIONS,OR FIELD OBSERVATIONS SHALL BE COMPLETED PRIOR TO FLAT CLIPS TO MAINTAIN MN.SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. 1 EXPIRAT,)N DIVE:6/+� _30/26 . I CONSTRICTION OF FOUNDATIONS. 5. MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF IBC 2103.5. SEE TABLE ABOVE ALL SCREWS 4'8 AND LARGER SHALL HAVE A MIN. HEAD SIZE OF 5/16". FOR MORTAR TYPE. MORTAR THICKNESS SHALL NOT EXCEED 5/8 INCH. 2. ALLOWABLE DEAD PLUS LIVE LOAD SOIL PRESSURE = 1500 PSE. 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 (MIN.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. 1 02.21.19 PERMIT SET EA INDICATE THEIR USE WITHIN THE STRUCTURE. 4. TRENCHES AND EXCAVATIONS UNDER OR ADJACENT TO FOUNDATIONS SHALL BE 1. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM PROPERLY BACKFILLED AND COMPACTED. 1. LAP REINFORCING BARS PER TYPICAL REBAR LAP SCHEDULE (MASONRY)UN.O. TRACK UN.O.,PROVIDE DOUBLE STUDS AT ALL JAMBS,CORNERS, INTERSECTIONS,AND BEAM BEARING. D. CONCRETE a REINFORCING SHALL BE SECURED IN ITS PROPER POSITION WITHIN THE CELL TO PREVENT LATERAL DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS OR a WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE INSTALLED TO 1. ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED N ACCORDANCE WITH ACI 318 OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 10'-0" o.c.MAX. PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT 4'-O"MAX. INTERVALS. AND ACI 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,MN.25 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 NE DRAWINGS. SHALL BE 0.50 FOR ALL CONCRETE IN CONTACT WITH SOIL (FOUNDATION DESIGN 5.1. DO NOT CUT ANY REINF.THAT MAY INTERFERE WITH PENETRATIONS. INSTALL ANY BASED ON 2500 PSI) SLEEVES REQUIRED BY MECH.,ELECT,OR PLUMBING PRIOR TO GROUTING. 5. STUDS,JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON DRAWINGS SHALL BE 6005131-54 MIN. TRACK SIZE WHERE NOT SPECIFICALLY NOTED SHALL BE 3. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY,STAMPED BY 52. PENETRATIONS SHALL NOT BE CORED OR CUT INTO MASONRY WITHOUT PRIOR WRITTEN 600TI25-43 MIN. AN APPROPRIATELY LICENSED SPECIALTY ENGINEER,AND APPROVED BY THE APPROVAL OF ENGINEER THRU 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 STRUCTUR . 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 ESR-3064P,OR EQUIVALENT. LESS BASED ON TESTING PER ASTM C151. 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 UN.O. Project Name 85"C Bakery Cafe - USA DAY COMPRESSIVE STRENGTH AT THE AGE REQUIRED BY THE CONTRACTOR. 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARDS AND • INDICATES PREVIOUSLY / CURRENTLY ISSUED SHEETS CONTRACTOR SHALL SUBMIT TEST DATA FOR REVIEW BY THE STRUCTURAL ENGINEER TO F. REINFORCING STEEL MATERIAL PROPERTIES UNA: SUBSTANTIATE THE CONCRETE STRENGTH AT THE REQUIRED AGE. 1. REINFORCING STEEL SHALL BE DETAILED AND PLACED N ACCORDANCE WITH ACI 318 SHAPE: STANDARD: FY: PLANA-CK SUBMITTAL Project Number 190233 5. ALL CONCRETE SHALL BE NOWRAL WEIGHT OF 145 POUNDS PER CUBIC FOOT USING AND CRSI'S MANUAL OF STANDARD PRACTICE. ROLLED WIDE FLANGE SECTIONS ASTM A552 50 K31 Description GENERAL STRUCTURAL NOTES HARD ROCK AGGREGATES CONFORMING TO ASTM C33 UNO. THE AGGREGATE IN THE SHEET TiTI.E CONCRETE SHALL BE WELL GRADED. THE NOMINAL MAXIMUM SIZE OF THE COARSE 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A106 (A106 REQUIRED OTHER STANDARD STEEL SHAPES ASTM A36 36 KSI 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 • S0.1 GENERAL STRUCTURAL NOTES Computer File SOF-190233-G,DWG DEFORMED • OTHER CONCRETE,U.N.O. DEFORMED BARS UN.O. REINFORCING IN SLABS ON GRADE MAY BE GRADE 40(fy = 40 BARS AND PLATES ASTM A36 36 KSI • S03 ORAL STRUCTURAL NOTES (CONTD.) DERED BARS FOR ALL BARS +4 AND SMALLER U.N.O.ON PLANS OR DETAILS. OR ASTM A512,GRADE 50(WHERE NOTED) 50 KSI • S0.3 TYPICAL DETALS6. MAX SLUMP SHALL BE 5 INCHES (EXCEPTION: WHERE ADMIXTURES/PLASTICIZERS HAVE ASTM A53,GRADE B 35 KSI • S0.4 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 PIPESSS (RECT.) ASTM A53, GRADE C OR ASTM A1085 35 KSI (MIN) • Sl. FOUNDATIONYPCAL PLAN BASED ON ADMIXTURE MFR.'S RECOMMENDATIONS). MIX WATER SHALL BE CLEAN AND CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL CONFORM TO ASTM A36. REFER TO POTABLE. TYPICAL CONTROL JOINTS IN SLAB ON GRADE DETAIL FOR SIZE,PLACEMENT,SPACING, HSS (ROUND) ASTM A500,GRADE C OR ASTM A1085 46 KSI (MN) • S2.1 ROOF FRAMING PLAN ETC. RECTANGULAR PLATE DOWELS SHALL BE BY PNA CONSTRUCTION TECHNOLOGIES • S3.1 FOUNDATION DETALS 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 • S4.1 FRAMING DETALS 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. • S4.2 FRAMING DETALS represented by this drawing are owned by and the property of CEMENT SHALL BE TYPE V WITH POZZOLAN WHERE CONCRETE IS IN CONTACT WITH SOIL -- CONTAINING VERY SEVERE SULFATE EXPOSURE smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of 8. FLY ASH MAY BE USED N 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 U purpose whatsoever without the written permission of smith co.11c. a1. FLY ASH SHALL COMPLY WITH ASTM C618. N . o C) G GENERAL H. STRUCTURAL STEEL (CONT'D.) K. STEEL DECK (CONT'D.) M. SPECIAL INSPECTION (CONT'D.) 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 IBC SECTION 11052 AND TABLE 110522. 6.6. MASONRY CONSTRUCTION PER IBC 1105.4.,ACI 530 1.192 AND TABLE LI92 - LEVEL B. ACCORDANCE WITH AISC 303 AND SHALL BE COMPLETED BY AN "APPROVED STEEL CONNECTIONS SHALL BE AS NOTED ON PLAN. FLOOR DECKS SHALL BE COMPOSITE STEEL CONSTRUCTION SPECIAL INSPECTIONS MASONRY SPECIAi. INSPECTIONS FABRICATOR" SHOP DRAWINGS AND ERECTION DRAWINGS SHALL INCLUDE ALL ITEMS DECK UN.O. DECK SHALL BE ERECTED IN ACCORDANCE WITH MFR'S INSPECTION OF CONSTRUCTION STRENGTH BOLTING VERIFICATIONMSONRYAND CONSTRUCTIONINSPnO�v CONTINUOUS PERIODIC Q 0 AS REQUIRED BY AISC 360,SECTION MI. RECOMMENDATIONS. INFECTION TASKS PRIOR TO BOLTING CONTINUOUS PERIODIC I. VERIFY COMPLIANCE WITH THE APPROVEDUBMITTALS - 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 MANUFACTURERS CERTIFICATIONS AVAILABLE FORX - 2. AS MASONRY CONSTRUCTION BEGINS,THE FOLLOWING (9:2) REINFORCING BARS,DEFORMED ANCHORS,OR THREADED STUDS SHALL NOT BE UN.O. BEARING LENGTH AT SUPPORTS SHALL BE 3" MN.FOR DECK 3" DEEP OR MORE FASTENER MATERIALS SHALL BE VERIFIED TO ENSURE COMPLIANCE: ATTACHED TO THE TOP FLANGES OF BEAMS,JOISTS,OR SEAM ATTACHMENTS SO THAT AND 2"MIN FOR ALL OTHER DECK END LAPS AT SUPPORTS SHALL BE 2"MIN FASTENERS MARKED IN ACCORDANCE WITH ASTM A. PROPORTIONS OF SITE-PREPARED MORTAR. - X - X B. CONSTRUCTION OF MORTAR JOINTS. - X THEY PROJECT VERTICALLY FROM OR HORIZONTALLY ACROSS THE TOP FLANGE OF THE PROPER FASTENERS SELECTED FOR THE JOINT DETAIL G. GRADE AND SIZE OF PRESTRESSING TENDONS AND MEMBER UNTIL AFTER THE METAL DECKING, OR OTHER WALKING/WORKING SURFACE, HAS 4. ALL DECK WELDING SHALL COMPLY WITH AWS D13. USE E60 OR E10 SERIES - X BEEN INSTALLED. ELECTRODES (MIN.ROD DIA. . I/8"). ALL ARC SPOT (PUDDLE)WELDS SHALL HAVE AN (GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE - k ANCHORAGES. EFFECTIVE FUSION AREA NOT LESS THAN 1/2" IN DIA.OR 3/8" x I". ANY ARC SEAM EXCLUDED FROM SHEAR PLANE) D. PRESTRESSING TECHNIQUE - X 4. SEE CONCRETE SECTION OF G.SN.FOR GROUTING REQUIREMENTS BENEATH COLUMN WELDS SHALL HAVE A FUSION AREA NOT LESS THAN 3/8" x 1 1/2". WELDS IN AREAS PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL - X E. LOCATION OF REINFORCEMENT,CONNECTORS, - X BASES AND BEARING PLATES. EXPOSED TO WEATHER SHALL BE DE-SLAGGED,CLEANED,AND PAINTED WITH A ZINC CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE PRE, STRESSING TENDONS AND ANCHORAGES. 85o RICH PRIMER FAYING SURFACE CONDITION AND HOLE PREPARATION, IF - X 3. PRIOR TO TING,THE FOLLOWING SHALL BE VERIFIED Cafe E. STRUCTURAL STEEL WELDING SPECIFIED,MEET APPLICABLE REQUIREMENTS TO ENSURE COMPLIANCE: 5. STEEL DECK SUPPLIER SHALL PROVIDE ALL NECESSARY ACCESSORIES SUCH AS PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION A. GROUT SPACE IS CLEAN. - X I. ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AISC 360,SECTION J2 AND RIDGE AND VALLEY PLATES, SADDLES,COVER PLATES,MUD STOPS NOT SPECIFICALLY PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER - X B. GRADE TYPE, AND SIZE OF REINFORCEMENT AND FOLLOW THE PREQUALIFIED JOINT DETAILS INCLUDED THEREIN. WELDING OF JOINTS NOTED ON PLANS,ETC.,TO MAKE THE JOB COMPLETE. ASSEMBLIES AND METHODS USED ANCHOR BOLTS,AND PRESTRESSING TENDONS AND - X THAT INCLUDE REINFORCING STEEL SHALL CONFORM TO AWS D1.4. PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS - X ANCHORAGES 6. CONCENTRATED LOADS (i.e.,CEILING AND SOFFIT FRAMING,MECH.EQUIPMENT,PLUMBING, AND OTHER FASTENER COMPONENTS G. PLACEMENT OF REINFORCEMENT AND CONNECTORS - X 9753 SW Washington Sq Rd 2. WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND ETC.)SHALL NOT BE SUSPENDED FROM STEEL DECK IT IS ACCEPTABLE TO SUPPORT INSPECTION TASKS DURING TO BOLTING CONTINUOUS PERIODIC AND PRESI SSING TENDONS AND ANCHORAGES, HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOtLN ON THE DRAWINGS. TYPICAL LAY-N CEILINGS FROM THE STEEL DECK CONTRACTOR SHALL PROVIDE FASTENERS ASSEMBLIES,OF SUITABLE CONDITION,PLACED N D. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS. - X Space 002 CONTRACTOR MAY SHOP WELD OR FIELD WELD AT 1415 DISCRETION. ALL ENGINEERED FRAMING SYSTEM TO DISTRIBUTE CONCENTRATED LOADS TO STEEL JOISTS ALL }-TOLES AND WASHERS (IF REQUIRED)ARE POSITIONED - X - COMPLETE-JOINT-PENETRATION (CJP)WELDS SHALL BE TESTED AND CERTIFIED BY AN OR BEAMS. AS REQUIRED E. CONSTRUCTION OF MORTAR JOINTS. X Portland OR 97223 4. VERIFY DURING CONSTRUCTION: , INDEPENDENT TESTING LABORATORY. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE - X A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. - X L WOOD PRETENSIONING OPERATION B. TYPE,SIZE AND LOCATION OF ANCHORS, INCLUDING 3. ALL WELDING SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.1,TABLE FASTENER COMPONENT NOT TURNED BY THE WRENCH X OTHER DETAILS OF ANCHORAGE OF MASONRY t0 3.1,WITH A MIN.TENSILE STRENGTH OF 10 KSI UNA. WELDS BETWEEN REINFORCING BARS 1. ALL PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS,SHALL PREVENTED FROM ROTATING STRUCTURAL MEMBERS,FRAMES OR OTHER - X SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS D1.4,TABLE 5.1,WITH A BE C-D OR C-C SHEATHING CONFORMING TO IBC 2303.1.4 AND SHALL CONFORM TO NE FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE CONSTRUCTION. anith C 0 0 MN.TENSILE STRENGTH OF W KSI UN.O.(MN.TENSILE STRENGTHS FOR FILLER METALS FOLLOWING NOMINAL THICKNESS,SPAN RATING AND NAILING PATTERN UN.O.: RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM - X C. WELDING OF REINFORCING BARS. X - USED IN WELDS BETWEEN REINFORCING BARS AND STRUCTURAL STEEL MAY BE 10 KV). THE MOST RIGID POINT TOWARD THE FREE EDGES THICKNESS: SPAN RATING EDGE NAILING: FIELD NAILING: D. PERFERATION,CONSTRUCTION,AND PROTECTION OF 1725 Westlake avenue n INSPECTION TASKS AFTER BOLTING CONTINUOUS PERIODIC 4. WELDING SHALL BE PERFORMED N ACCORDANCE WITH A WELDING PROCEDURE 3/8" 24/0 Sd AT 6" or. Sd AT 12" o.c. MASONRY DURING COLD WEATHER(TEMPERATURE - X suite 210 DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1. THE WFS VARIABLES SHALL BE WITHIN ,/16" 24/16 Sd AT b" oz. Sd AT 12" oz. X - BELOW 40°F)OR HOT WEATHER ItEMPERATURE Seattle, Washington 98109 15/32" 32/16 Sd AT 6" o.c. Sd AT 12" O.c. THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER THE WPS CONNECTIONS ABOvE 90°F). SHALL BE SUBMITTED TO THE DINNER'S TESTING AGENCY FOR REVIEW PRIOR TO 19/32" 40/20 10d AT 6" o.c. 10d AT 12" or. E. APPLICATION AND MEASUREMENT OF PRESTRESSINGX _ 206.838.5485 p FABRICATION AND ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE 3/4" 48/24 10d AT 6" or. {Od AT 12" o.c. 65. FORCE. 206.713.4076 m TO ALL WELDERS AND THE SPECIAL INSPECTOR 1" 60/48 10d AT 6" o.c. I0d AT 12" o.c. F. PLACEMENT OF GROUT AND PRESTRESSING GROUT 11/8" 60/48 10d AT 6" o.c. I0d AT 12" o.c. STEEL CONSTRUCTION SPECIAL INSPECTIONS FOR BONDED TENDONS IS IN COMPLIANCE X 206.464.0700 f OF 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, 5. WELD LENGTHS CALLED OUT ON PLANS OR DETAILS ARE MINIMUM NET EFFECTIVE " ksmith@smithco.org PERIODIC MORTAR SPECIMENS AND/OR PRISMS SHALL BE - X LENGTHS UNA. 2. A.PA PERFORMANCE RATED SHEATHING (OSB)MAY BE USED AS AN ALTERNATE TO WSPEC110N TASKSNZW3g WELDING CONTINUOUS WELDING PROCEDURE SPECIFICATIONS (WPSs)AVAILABLE OBSERVED.X - http://www.smithco.org/ PLYWOOD. RATED SHEATHING SHALL COMPLY WITH PRP-108 OR USDOC-PS2, 6. ALL MISC.FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS,MISC.PLATES, EXPOSURE I,AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE MANUFACTURERCERTIFICATIONS FOR WELDING CONSUMBALES AVAILABLE X - ETC.,SHALL BE PER AIX 360,TABLE J2.4. PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS SHALL BE THE SAME AS THE MATERIAL IDENTIFICATION (TYPE/GRADE) - X 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF Consultant PLYWOOD IT REPLACES. INSTALL PER MFR'S RECOMMENDATIONS. WELDER IDENTIFICATION SYSTEM= _ X PREFABRICATED ITEMS SHALL BE PROVIDED N ACCORDANCE WITH IBC SECTION 1104. 1. WELDS SHALL BE SEQUENCED TO MINIMIZE RESIDUAL STRESS DUE TO WELD SHRINKAGE. FIT-UP OF GROOVE WELDS(INCLUDING JOINT GEOMETRY) 3. FOR PLYWOOD OR A.P.A.RATED SHEATHING: FULL WIDTH PANELS SHALL BE USED JOINT PREPARATION N. SUBMITTALS L STRUCTURAL STEEL BOLTS. ANCHORS, HEADED STUDS WHEREVER POSSIBLE. AT ROOF SHEATHING,PANELS 16" TO 24" WIDE SHALL HAVE DIMENSIONS (ALIGNMENT,ROOT OPENING,ROOT FACE, EDGES SUPPORTED BY 2x BLOCKING OR(2)PSCL CLIPS BETWEEN EACH SUPPORTING BEVEL) _ X I. SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE 1645 Village Center Circle Suite 10 I. STRUCTURAL STEEL BOLTS,ANCHORS,ETC.,SHALL CONFORM TO THE FOLLOWING MEMBER AND PANELS 12" TO 16" WIDE SHALL HAVE EDGES SUPPORTED BY 2x CLEANLINESS(CONDITION OF STEEL SURFACES( STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION (AS Las Vegas, NV 89134 STANDARDS AND MATERIAL PROPERTIES UN.O: BLOCKING. PROVIDE EDGE NAILING AT ALL BLOCKED PANEL EDGES. TACKING(TACK WELD QUALITY AND LOCATION) APPLICABLE)UNA. 702.933.7000 wrighte.com COMPONENT: STANDARD: Fy: BACKING TYPE AND FIT (IF APPLICABLE) M. SPECIAL INSPECTION CONFIGURATION AND FINISH OF ACCESS HOLES - x HIGH STRENGTH GROUT/DRYPACK BOLTS ASTM F3125,GRADE A325 --- FIT-UP OF FILLET WELDS REINFORCING STEEL I. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER DIMENSIONS (ALIGNMENT,GAPS AT ROOT) STEEL DECK OR GRADE A490 WHERE NOTED ___ - X STRUCTURAL STEEL I!A!IRIGHT NUTS ASTM A563 ___ IBC SECTION 110, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO CLEANLINESS (CONDITION OF STEEL SURFACES) WASHERS ASTM F436 SHALL PROVIDE INSPECTIONS DURING CONSTRICTION FOR THE TYPES OF WORK LISTED TACKING(TACK WELD QUALITY AND LOCATION) 2. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING. IN THIS SECTION. CHECKING WELD EQUIPMENT - X ANCHOR RODS ASTM FI554,GRADE 36 36 KSI engineers OR GRADE 55 WHERE NOTED 55 KSI * THE FABRICATOR OR ERECTOR,AS APPLICABLE,SHALL MAINTAIN A SYSTEM BY CONTRACTORS REVIEW SHALL CHECK FOR COMPLETENESS/COMPLIANCE WITH 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, CONTRACT DOCUMENTS. OR GRADE 105 WHERE NOTED 105 KSI COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE (GRADE 55 RODS SHALL IF USED,SHALL BE THE LOW-STRESS TYPE. COMPLY WITH WELDABILITY PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. INSPECTION TASKS DURING WELDING CONTINUOUS PERIODIC 3. SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH Consultant Registration Architect Registration SUPPLEMENT SI) USE OF QUALIFIED WELDERS - X THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE WASHERS(AT ANCHOR RODS) ASTM A36 36 KSI 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR CONTROL AND HANDLING OF WELDING CONSUMBALES CONTRACTOR. SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT ORS ASTM F844(USS 57ANDARD) AT LEAST 24 HOURS NOTICE PRIOR TO PEWORMING ANY WORK REQUIRING SPECIAL PACKAGING _ X DRAWINGS OR SPECIFICATIONS. CHANGES,SUBSTITUTIONS,OR DEVIATIONS FROM (F844 WASHERS PERMITTED ONLY INSPECTION EXPOSURE CONTROL CONTRACT DRAWINGS AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP NO WELDING OVER CRACKED TACK WELDS - X DRAWING REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR ;o T�1 ' FOR 3/4" DIA.RODS AT 1 1/16" MAX 4. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORI"IANCE WITH ENVIRONMENTAL CONDITIONS ENGINEER'S REVIEW. ' �f DIA.PUNCHED HOLES IN BASE PLATE - -�,SF:(?-1: THE APPROVED CONTRACT DRAWINGS AND SPECS. THE SPECIAL INSPECTOR SHALL WIND SPEEDS WITHIN LIMITS - X WHERE NO WELD REQ'D BETWEEN crf.-' , WASHER AND BASE PLATE) FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE ENGINEER OF RECORD, PRE IPPI�TjA��TION ,AND TEMPERATURE 4. PREFABRICATED COMPONENTS,SPECIALTY ITEMS,OR DESIGN-BUILD ELEMENTS NOTED ,� c AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE WPS FOLLOINED ON THE STRUCTURAL DRAWINGS,BUT WHICH REQUIRE THE MFR OR SUPPLIER TO 7 195451E 1111EDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN, IF UNCORRCCTED, SETTINGS ON WELD EQUIPMENT PROVIDE THE DESIGN,SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT 2. ALL BOLTS SHALL BE INSTALLED AS SNUG-TIGHTENED JOINTS WITH THREADS TO THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT TRAVEL SPEED AND/OR ENGINEER FOR REVIEW AS A DEFERRED SUBMITTAL. DEFERRED SUBMITTALS - OREGON EXCLUDED FROM SHEAR PLANE (TYPE "X" CONNECTION)UNO. HIGH-STRENGTH BOLT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION SELECTED WELDING MATERIALS REQ'D.BY THE STRUCTURAL ENGINEER OF RECORD SHALL INCLUDE,BUT NOT BE a l' °3`'�t, is � .*A.'. ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE RCSC "SPECIFICATION FOR WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE SHIELDING GAS TYPE/FLOW RATE - x LIMITED TO,THE FOLLOWING: 6,, ,\C? STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" AND SHALL BE SNUG TIGHTENED APPROVED PLANS AND SPEC'S AND THE APPLICABLE CODE PROVISIONS. PREHEAT APPLIED rNT N' USING ANY AISC APPROVED METHOD U.N.O. ALL BOLTS IN SLOTTED OR OVERSIZED INTER'ASS TEMPERATURE MAINTAINED (MIN/MAX) CONCRETE MIX DESIGNS 6/30/20. HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH HARDENED 5. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP PROPER POSITION(F,V,H,OH) CURTAINWALLS,STOREFRONT WALLS,CLADDING,AND VENEER EXPiFAT;ONDC� - 1 WASHERS. DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR NTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED MASONRY GROUT AND MORTAR MIX DESIGNS INSPECTION PURPOSES. WELDING TECHNIQUES NON-BEARING METAL STUDS 3. ALL ANCHOR RODS AT STEEL COLUMN BASE PLATES SHALL BE RODS WITH THREADS INTERPASS AND FINAL CLEANING SIGNAGE BOTH ENDS WITH HEAVY HEX NUT FULLY THREADED ONTO EMBEDDED END. TACK WELD 6. TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS: UAL - X STAIRS,HANDRAILS,GUARDRAILS,AND THEIR COMPONENTS Issues and Revisions NUT TO ROD OR SPOIL THREADS TO PREVENT NUT FROM BACKING OFF. ANCHOR RODS EACH PASS WITHIN PROFILE LIMITATIONS EACH PASS MEETS QUALITY REQUIREMENTS No. Date Issues By Check SHALL NOT BE REPAIRED,REPLACED OR FIELD-MODIFIED WITHOUT WRITTEN APPROVAL 6.1. EPDXY ANCHORS IN CONCRETE - INSPECTION OF EPDXY ANCHORS IN CONCRETE SINGLE-PASS FILLET WELDS GREATER THAN 5/16" X - FROM THE ENGINEER OF RECORD. SHALL BE PERIODIC,UNA. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED MULTI-PASS FILLET WELDS X _ 5. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND 1 02.21.19 PERMIT SET EA PERSONNEL TRAINED (BY MANUFACTURER)TO INSTALL ADHESIVE ANCHORS AND THEY COMPLETE AND PARTIAL PENETRATION WELDS k - STAMPED BY AN APPROPRIATELY LICENSED ENGINEER(SPECIALTY ENGINEER) 4. HEADED STEEL STUDS AND AUTOMATIC WELDED DOWELS SHOWN ON PLANS OR DETAILS SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPI(). AT PLUG AND SLOT WELDS k SHOWING LOCATION AND MAGNITUDE OF LOADS,CONFIGURATION AND SIZE OF MEMBERS, SHALL BE BY NELSON STUD WELDING, INC,PER ICC ESR-2856 AND ICC ESR-2W1, THE TIME OF INSTALLATION,THE CONCRETE SHALL HAVE ACHIEVED A MINIMUM AGE OF SINGLE-PASS FILLET WELDS EQUAL TO OR LESS THAN 5/16" - X AND COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM. RESPECTIVELY. STUDS SHALL HAVE FLUXED ENDS AND BE AUTOMATICALLY 28 DAYS,BE DRY,AND BE BETWEEN 50 DEGREES F AND 104 DEGREES F. THE HOLES FLOOR AND ROOF DECK WELDS - X END-WELDED WITH SUITABLE EQUIPMENT(NO FILLET WELDING OF STUDS PERMITTED SHALL BE DRILLED WITH A HAMMER DRILL TO THE DIMENSIONS LISTED N THE MPI( AND INSPECTION TASKS AFTER WELDING CONTINUOUS PERIODIC 6. 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 SHALL BE CLEANED USING THE BLOW-BRUSH-BLOW TECHNIQUE REQUIRED N THE MPII. WELDS CLEANED - X SHALL BE LIMITED TO DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE CONFORM TO THE REQUIREMENTS OF AWS DI.1 AND AWS GSA. HEADED STUDS AND WHERE ANCHORS ARE INSTALLED INTO LIGHTWEIGHT CONCRETE, IT IS ASSUMED THAT 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 THE CONCRETE IS CLASSIFIED AS ALL-LIGHTWEIGHT CONCRETE AS DEFINED IN ACI 318. 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 ANY ADHESIVE ANCHORS INSTALLED HORIZONTALLY(EXCEPT FOR ANCHORS IN A CRACK PROHIBITION CONNECTIONS TO THE PRIMARY STRUCTURE ARE COMPATIBLE WITH THE PRIMARY HAVE CURRENT ICC APPROVAL. SLAB-ON-GRADE)OR UPWARDLY INCLINED SHALL BE INSTALLED BY PERSONNEL WITH WELD/BASE-METAL FUSION DESIGN,AND THAT THE PRIMARY STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED THE AGI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM,OR EQUIVALENT CRATER CROSS SECTION LOADS. 5. WHERE A SPECIFIC EXPANSION ANCHOR,SCREW ANCHOR OR EPDXY PRODUCT IS AND SHALL BE INSTALLED WITH CONTINUOUS SPECIAL INSPECTION. 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 6.2. EPDXY ANCHORS N MASONRY - EPDXY ANCHORS IN MASONRY SHALL BE INSTALLED 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 WITH SPECIAL INSPECTION. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED POROSITY THE CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND NOT STATED,ANY OF THE RESPECTIVE PRODUCTS LISTED BELOW ARE ACCEPTABLE. PERSONNEL TRAINED (BY MANUFACTURER)TO INSTALL ADHESIVE ANCHORS AND THEY 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 SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPI(). 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 SJSMITTALS,ANY CORRECTIONS NOTED WILL BE MARKED ON ONE (1)COPY 6.3. SCREW ANCHORS AND EXPANSION ANCHORS IN CONCRETE OR MASONRY - SCREW (IF REQUIRED) 5.1. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ(ICC ESR-19I1), ANCHORS IN CONCRETE OR MASONRY SHALL BE INSTALLED WITH SPECIAL INSPECTION. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X - SET ONLY AND RETUNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED SIMPSON STRONG-BOLT 2 (ICC ESR-3031),OR DEWALT POWER-STUD+ SD2 (ICC ANCHORS IN CONCRETE MAY BE PERIODIC. INSTALLATIONS SHALL BE PERFORMED BY REPAIR ACTIVITIES X - UNMARKED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEER'S ESR-2502)UNA. EXPANSION ANCHORS IN MASONRY SHALL BE SIMPSON STRONG-BOLT QUALIFIED PEAL TRAINED (BY MANUFACTURER)to INSTALL SCREW/EXPANSION DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT CORRECTIONS ON ADDITIONAL COPIES REQ'D. ONE COPY SET MAY BE RETAINED FOR Project Name 85'C Bakery Cafe - USA 2 (IAPMO ER-0240),HILT! KWIK BOLT 3 (ICC ESR-1385)OR DEWALT POWER-STUD+ SDI ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S INSTALLATIONPRINTED OR MEMBER X - THE ENGINEER'S RECORDS. ALLOW FIVE (5)TO TEN(10)WORKING DAYS FOR THE (ICC ESR-2966). EXPANSION ANCHORS SHALL BE INSTALLED WITH SPECIAL INSTRUCTIONS (MPI(). =i 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 1 Pro ect Number 190233 3 K OF THE WELD. S. REFER TO APPLICABLE G.SN.SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO 52. SCREW ANCHORS SHALL BE DEWALT SCREW-BOLT+PER ICC ESR-4042 FOR MASONRY INDIVIDUAL SUBMITTALS. Description GENERAL STRUCTURAL NOTES AND ICC ESR-3889 FOR CONCRETE,SIMPSON TITEN HD PER ICC ESR-1056 FOR MASONRY AND ICC ESR-2113 FOR CONCRETE,HILTI KWIK HUS-EZ PER ICC ESR-3056 (CONT'D.) FOR MASONRY AND ICC ESR-3021 FOR CONCRETE. SCREW ANCHORS SHALL BE Computer File S02-190233-G.dwg INSTALLED WITH SPECIAL INSPECTION. 5.3. EPDXY ANCHORS IN CONCRETE (ALL-THREAD,REBAR ETC.)SHALL USE HILTI HIT-RE Scale AS NOTED 500 V3 (ICC ESR-3814),SIMPSON SET-3G (ICC ESR-4051),OR DEWALT PURE110+ (ICG ESR-3298)UN.O. ALL EPDXY ANCHORS IN MASONRY (ALL-THREAD,REBAR,ETC.) SHALL USE SIMPSON SET-XP(IAFMO ER-0265),HILTI HIT-HY 210 (ICC ESR-4143)OR DEWALT AC100+GOLD (ICC ESR-3200)UNA. EPDXY ANCHORS SHALL BE INSTALLED Template 4.3 (120101) 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 I. STEEL DECK SHALL BE MANUFACTURED BY EITHER VERCO MANUFACTURING,CO.,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-0I61. 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 2 purpose whatsoever without the written permission of smith co. 11c. PROOFING IS TO BE APPLIED OR IF DECK WILL BE EXPOSED TO WEATHER OTHERWISE, N DECK STEEL MAY BE EITHER GALVANIZED OR PRIME PANTED. N C. C) STUD FRAMING PER PLAN A. ALL TABULATED VALUES ARE IN 0 BAR SPACING i5 MEASURED A5 ® CLEARANCE EQUAL TO SLEEVE ®1 PIPE/CONDUIT UNITS OF INCHES UN.D. CENTER TO CENTER BAR SPACING. DIA. (b" MIN.) 20 54 MIL COLD ROLLED CHANNEL NOTIFY ENGINEER WHERE BAR 2® SLEEVE. SIZE TO PROVIDE 1/2" (CRC) AT 4'-0" o.c. MAX UN.O. AS —4 • + B. CONCRETE STRENGTHS SHOWN ARE SPACING IS LESS THAN MIN ® NO TRENCH EXCAVATION ALLOWED MIN. CLEARANCE AROUND UTILITY MFRD. BY DIETRICH (OR EQUAL) FOR DESIGN PURPOSES ONLY. SEE SPACING NOTED IN SCHEDULE BELOW THIS LINE PIPE/CONDUIT WHERE NOTED ON PLANS r O G.SN.FOR ACTUAL CONCRETE SPECIFICATIONS Q TOP BARS ARE HORIZONTAL BARS ® LINE OF SLAB BEYOND ® LEAN CONCRETE FILL. MATCH ®3 EXTREME CARE SHOULD BE TAKEN --'N SO PLACED THAT 12 INCHES OR WIDTH OF FOOTING IN THE QUALITY OF THE WELD. IF HOOK LENGTH MORE OF FRESH CONCRETE IS THE WELD BURNS THROUGH, CAST IN MEMBER BELOW SPLICE INSTALL SWIFT CLIP w/ (2)*10 TO 0 ell MA �{,� STUD AND CRC CONCRETE ®3 MECHANICAL SPLICE COUPLER �— I (F'c 2500 PSI w/ 11/2" MN. CLR) SOY PER G.SN. REQUIRED 0 111.- ® 1 1/2" x 1112" x 33 MIL w/ (2)'10 TC O\ V \ ...._ \® STUD AND (2) *10 TO CRC BAR SUE Mme. TOP OTHER STANDARD EDGE CHER BARS® O BARS NOT USE EDGE BMEEARTING CENTER BARAP LENTI-IS S Q — — 0 8 5 r / O I I SPO BARS© BARS HOOK LENGTH BARS® CRITERIA AND MERE CLR COVER — — — _ E� OZ `' A� 8" CMU b" CMU TO END OF WALL IS LESS THAN -= -�-- — = I—� I,I I E- C, , CLR COVER TO FACE OF WALL — — — — \J 0 *3 2 18 14 4 1/2 13 12 12 �. IS" MIN I I_ „`— 1/4 _ —, • 0 I I TYP "4 2 112 24 IS b 22 13 18 0 CENTER BARS ARE BARS PLACED =Ill IV / O 1 °ell 0 0 I I S 3 1/4 30 23 T 112 35 20 28 AT MID-THICKNESS OF CMU. BARS —_ = NOT PLACED At MID-THICKNESS __ — — 11- ® 85CBakerycare ....__.V-__. - __ "b 3 3/4 31 28 9 54 38 53 BUT HAYING CLR COVER TO EACH — — — ii �Il "1 4 60 4b 10 1/2 0 - FACE OF MASONRY 1i14LL OF AT I` I © I —I / o1 LEAST 5 x BAR DIA.MAY ALSO 0 N. N. WELDED OPTION CLIP OPTION *8 4 16 59 12 ®3 0 - USE CENTER BAR LAP LENGTHS Q I I N. -H Jr.( '5 4 1/4 94 12 13 1/2 O 0 - ® STANDARD HOOK LENGTH REFER © 1 1/20 I X SECTION DETAIL FORTo MORE INFORMATION REISAR BEND SECTION ELEVATION 9753 SW Washington Sq Rd Space D02 03 TYPICAL REBAR LAP SCHEDULE01 PIPE/CONDUIT AT TURNED DOWN SLAB EDGE Portland, OR 9 7223 SCH02 05C 110522.MORNO SCALE F01-0115 080513 NO SCALE -1- --(r- --(f- AO ®1 MINIMUM FINISHED BEND DIA. FOR C. WHERE COLUMN LINES ARE NOT ®1 JOINTS TO BE EQUALLY SPACED • j' h • J�� STIRRUPS AND TIES ONLY PRESENT, SPACING OF DOWELED BETWEEN COLUMN LINES EACH 1/1 it 11 et 0 -.� �/-1--, (4) "d" FOR BAR AND SMALLER, CONTROL JOINTS AS SHOWN IN DIRECTION NOT TO EXCEED MAX. -� + (b) "d" FOR "b THRU 08. TYPICAL SECTION "A" SHALL NOT EXCEED SPACING PER SCHEDULE 1725 Westlake avenue n - -` r ®2 (b) "d" FOR *5 AND SMALLER (12) WHICHEVER IS LESS. SAY LENGTH Seattle Washington 98109 (t)? b "d" FOR "b THRU "8 TO WIDTH RATIO SHALL NOT SLAB THICKNESS MAX. SPACING EXCEED I. 5. PROVIDE SAW-CUT 4" 11' 206.838.5485 p I e9-- ii d„ I I MINIMUM FINISHED BEND DIA FOR CONTROL JOINTS BETWEEN 5" 13' 206.713.4076 m / ALL REINFORCING EXCEPT DOWELED JOINTS AT MAx. 206.464.0700 f -7 + + STIRRUPS AND TIES (b) "d" UP TO SPACING NOTED IN SCHEDULE b" 14' — _ I "8 BAR (5) "d" FOR *3 THRJ 011, (12) 1" 16' ksmith a®smithco.org + + i "d" FOR *14 AND "18. D. WHERE SLAB 15 UNREINFORCED OR 8" 11' CONTAINS ONLY FIBER REINF. PER © -L- g�� 18' http://www.smithco.org/ G.SN., ALL CONTROL JOINTS SHALL STIRRUP AND TIE HOOK OFFSET BAR BE MADE PER SECTION "A" 10" 20' 0 (--- Consultant > 1 DOWEL SCHEDULE I1 21' �� .. _„ DOWEL DIMENSIONS MAX. o.c. SPACING ® PLACE (2)"4 x 45" BARS AT ® des �$ MID-HEIGHT OF SLAB ADJACENT = RECT. ROUND RECT. ROUND TO ALL DISCONTINUOUS JOINT A. WALL BRIDGING SHALL BE ..-...."�. A. "d" = BAR DIA. 1645 Village Center Circle Suite 10 0C-F-'J— 4" TO b 3/8 x 2" x 12" 3/4" DIA. x 14" 24" 24 LOCATIONS. CENTER ON JOINT Las Vegas, NV 89134 INSTALLED AT 4-0 o.c. UN.O. AND --r + ` , -\ �1 WITHIN 18" OF SLIP TRACK + - -7 + \ B. ALL REINFORCEMENT SHALL BE 1" TO 8" 1/2" x 2 1/2" x 12" 1" DIA. x 16" 24" 24" 702.933.7000 wrighte.com ®3 ALIGN CONTROL JOINT IN EACH CONNECTIONS. SOLID BLOCKING \- . BENT COLD UNLESS NOTED 9" TO 11" 3/4" x 2 1/2" x 12" 1 1/4" DIA. x 18" 24" 24" DIRECTION w/ COLUMN, TYP. AT MAY BE USED I.L.O. BRIDGING. I(4) "dEE1 OTHERWISE ON PLANS OR DETAILS INTERIOR COLUMNS. AT EDGE COLUMNS, ALIGN CONTROL JOINT IN (2 1/2" MN.) G. REINFORCING PARTIALLY - - - EMBEDDED IN CONCRETE SHALL L DSIAB RECTION IN IwRPEND PERPENDICULAR TO I H T ALL OTHER REINFORCING NOT BE FIELD BENT UNLESS SPECIFICALLY NOTED ON PLANS ® COLUMN ISOLATION JOINT PER engineers 07 STUD BRIDGING 04 STANDARD REBAR BEND DETAILS OR DETAILS TYPICAL DETAIL SDI-150128 NO SCALE COI-01 091104 NO SCALE 05 WHERE CONTROL JOINT SECTIONS ARE RECTANGULAR, WIDTH "W" Consultant Registration Architect Registration SHALL NOT EXCEED 1. 5 TIMES b„ b„ 0 0.145" LOW VELOCITY 0 LOAD APPLIED AT TOP OR 0 LENGTH "L" FASTENER, SPACING PER 10 BOTTOM CHORD AWAY FROM JOIST f MAX MAX 1 PANEL POINT L © DEPTH EQUAL TO 1/4 SLAB' ®2 "8 SCREW EACH SIDE AT EACH L THICKNESS •' e, A IA-• a Qi STUD © L2 I/2x2 1/2x3/l6 EACH SIDE OF v� IRQP -IL o1 ru JOIST TO NEAREST OPPOSITE �j © () RECTANGULAR PLATE DOWEL �' N 's/ 20GA x 1 1/4" FL. TRACK WIDTH TO CHORD PANEL POINT (PREFERRED)OR SMOOTH ROUND MATCH STUD - U DOWEL (PERMITTED ALTERNATE) 19545PE , gPER G.SN. w/ SIZE AND SPACING O JOINT 4 TOP OF SLAB ON GRADE OR CURB I PER SCHEDULE. CENTER ACROSS OREGON ELL N. 1,-31/4' JDINT AT MID-HEIGHT OF SLAB. O� rtey,ag� ,'` i \"----, + FOR PLATE DOWELS, INSTALL fT Q, DOWELS AND CLIPS PER MFR'S A 0 RECOMMENDATIONS. FOR ROUND ' 1p�lTioN oArE:6j301201 TYP DOWELS, APPLY THIN BOND BREAKER COATING FULL LENGTH © A OF DOWEL i Issues and Revisions © © I ,tL ,, e T ® DOWELS SHALL BE No. Date Issues By Check 0 I I A g PERPENDICULAR TO CONTROL ® A. DETAIL NOT REQUIRD FOR LOAD '' `- - TYP\3/16 / CETYP ALT 0 JOINT AND PLACED b UR MN. 1 02.21.19 PERMIT SET EA 3/l6 . . LESS THAN 250 LBS.NOTIFY ENGINEER OF ANY LOAD NOT (PLATE DOWELS) OR 12" CLR MIN. 0 (ROUND DOWELS)FROM JOINT NOTED ON STRUCTURAL DRAWINGS INTERSECTIONS. DOWEL BASKETS THAT EXCEEDS 500 LBS. SHALL BE USED TO MAINTAIN ALIGNMENT OF DOWELS WHILE •B. DETAIL NOT REQUIRED FOR LOADS CONCRETE IS POURED (USE DOWEL S1=CTION APPLIED AT PANEL POINT OR FOR ALIGNERS AT CONSTRUCTION WHICH THE JOIST HAS BEEN JOINTS) SPECIFICALLY DESIGNED TO 0 SUPPORT Q TYP ALT © ® STOP SLAB REINF. (AS OCCURS) 08 BOTTOM TRACK SPLICE 05 TYPICAL FIELD INSTALLED WEB MEMBER / EACH SIDE OF JOINT. SUPPORT OF v 23-144451 NO SCALE 301-01 080430 NO SCALE \ TYP. SLAB REINF. SHALL BE / WEE® INDEPENDENT FROM DOWELS ® SAW-CUT JOINT. SAW CUT SHALL 0 TRACK AT TOP OF WALL Q EXISTING MASONRY WALL BE MADE w/ EARLY ENTRY SAW 0 SOON ENOUGH TO PREVENT 0 0 STUD SECTION TO MATCH SIZE AND © CONTRACTOR TO BREAK FACE TYPICAL CONTROL JOINT LAYOUT SHRINKAGE CRACKING, BUT NOT 50 G.A. OF TOP TRACK W/ (5) '8 SHELL OF UNGROUTED CELL OUT A SOON AS TO CAUSE SPALLING - - SCREW EACH SIDE MINIMUM OF (2) BLOCKS ABOVE { ,.___ _ r - 0 OCCUR U EXPOSED EDGES OOF NLY ANCHOR OR AT TOP OF WALL 0 00 �i 11 CONSTRUCTION JOINT NEED ONLY -• �-4- 4 - - - ®3 FILL UNGROUTED CELL WITH GROUT -)1-O DISCONTINUOUS SLAB PLACEMENT Project Name 85'C Bakery Cafe - USA ---11Zij AIS! I © Q PER G.S.N. i� �E U.N.O. APPLY BOND BREAKER TO L �� (DO NOT IRORIJ<TO s EN JOINT)D PIF Project Number 190233 ``"`�� "' ---1.-"...I....-.11-4..!'�•"'�•"'�' CONSTRUCTION JOINT 15 TO BE I / ='= =•"-;. o; ,, Description TYPICAL DETAILS 0 E—T MAX. RA. FILLED, DS AND SAW CUTL TOP EDGE JOINT I_ III— III_I / / / / 0 TO A DEPTH OF 1" A °c0°LUM�N iwES l oNsN IOINTS Computer File S03-190233-D.dwg y ' 1" / Scale AS NOTED i /io // / 1 Ir / / s A. TOOLEDJOINT T JON OF EQUIVALENT Tem late 4.3 120101 4 A ) . ALL POST-INSTALLED _ _ _ „ O _ _ DEPTH MAY BE USED IN LIEU OF p l / / ANCHORS SHALL BE SAW-GUT JOINT � � All ideas, designs, arrangements, and plans indicated or PLACED IN GROUTED �'�:�,;. •: represented by this drawing are owned by and the property of ELEVATION - �r—� MASONRY A:t, T.A. ....k."--A=4,14.0.4--• B. AS AN ALTERNATE TO A SECTION A "'- ' •• � ' RECTANGULAR PLATE DOWELS smith co. Ile and were created, evolved, and developed ' I I_(I 1 I—' ' ' 1—f 1 f_I I ' 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 B I SAW-CUT CONTROL IOBVT o.c.MAX. INSTALL BASKET o purpose whatsoever without the written permission of smith co. llc. ASSEMBLIES PER MFR'S N 09 TOP TRACK SPLICE 06 NEW GROUTED CELL AT EXISTING MASONRY WALL 02 TYPICAL CONTROL JOINTS IN SLAB ON GRADE RECOMMENDATIONS E 24-144451 NO SCALE 01-160594 NO SCALE F01-26 080508 NO SCALE $ S SOM3 3 © KINGSTUD(S) PER PLAN OR G.SN. 01 0.145" DIA. LOW VELOCITY FASTENERS AT 16" o.c.FOR TRIMMER STUD PER PLAN OR G.SN. NON-SWEAR WALLS. SEE SHEAR TRIMMER STUDS SHALL HAVE FULL WALL SCHEDULE FOR ANCHOR �'� BEARING CONTACT AGAINST TRACK WEBS TOP AND BOTTOM BOLTS 1 � / 02 STUDS PER PLAN 03 BUILT-UP HEADER PER PLAN OR -{O-- --O- ---4.n- % G,SN. ® °8 SCREWS AT EACH STUD. x ® CRIPPLE STUD 0 ® TOP OF SLAB ON GRADE OR CURB 85° 1 C) 010 SCREW AT 6" oz. TYP. 8 5 x ® "10 SCREW AT 1 1/2" o.c. EACH SIDE 0 0 0 010 SCREW 3" o.c. STAGGERED x ® '10 SCREW EACH SIDS EACH STUD, $ - 2 I + - - - - - + _ - I X �� 0 TYP. X 0 X 09 TRIM FLANGES OF VERT. TRACK t85C7` X SECTION TO ALLOW FULL BEARING BakeryCONTACT OF WEB TO BOTTOM Cafe © X x TRACKx jr, o f x 0 9753 SW Washington Sq Rd © Space D92 100 x ( TRACK CONNECTION Portland, OR 97223 x25-144451 NO SCALE ALE 0 \. f 0 0.145" DIA. LOW VELOCITY 1110 Stith f:$0 0 0 FASTENER SPACING PER DETAIL 10 f 1725 westlake avenue n © O 20 STUDS PER PLAN suite 210 © DOUBLE STUD seattle, Washington 98109 __ -1—')-1- © _ 206.838.5485 p ® '8 SCREW AT EACH STUD 206.713.4076 m I e 0 TRACK PER DETAIL s 206.464.Q700 f 0 J © TOP OF SLAB ON GRADE OR CURB ksmith@smithco.org 0 http://www.smithco.org/ 411 IIINP 4121) A I PLAN VEw Consultant -S 0 I ,i LL A , il I I x I „ i „ I 1645 Village Center Circle Suite 10 i y 3 3 y Las Vegas, NV 89134 x I. : 702.933.7000 wrighte.com o 0 WRIGHT engineers 13 TYPICAL BUILT-UP HEADER AT METAL STUD WALL 11 TRACK ANCHORAGE AT DOUBLE STUD 61701- 3 080512 NO SCALE 26-144451 NO SCALE Consultant Registration Architect Registration 01 0.145" DIA. LOW VELOCITY FASTENER SPACING PER DETAIL 10 4,4, C T, 02 "8 SCREW AT EACH STUD *-" PRO,�el lifitck c"c' I ® STUDS PER PLAN if 41 19545PE 9 - -trr- -HI-1- ® TRACK PER DETAIL S © aR�ro�a 0 ® DOUBLE STUD C yak is,190 4" ® TOP OF SLAB ON GRADE OR CURB 4 _ DCI TION DAr1 6I3012b 0 i k Issues and Revisions -S I r No. Date Issues By Check 1'-2" 2„ 1 02.21.19 PERMIT SET EA MAX FOR FIRST PIN ' 'r MAX 0 0 12 TRACK ANCHORAGE AT DOOR OPENING 21-144451 NO SCALE Project Name 85'C Bakery Cafe - USA Project Number 190233 Description TYPICAL DETAILS Computer File SO4-190233-D.dwg 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. 11c. A co N O i O STEEL COLUMN (SC) SCHEDULE FOUNDATION PLAN KEYNOTES A. FOR BASE PLATE CONFIGURATION, AR. PATTERN, AND COLUMN-TO-BASE PLATE CD EXISTING 4" SLAB ON GRADE, CONTRACTOR TO VERIFY AND NOTIFY STRUCTURAL CONNECTION, SEE TYPICAL COLUMN BASE PLATE SCHEDULE OR DETAIL. ENGINEER OF ANY DISCREPANCIES B. STANDARD EFFECTIVE ANCHOR ROD EMBEDMENT = 1 1/2" UN.O. EFFECTIVE EMBEDMENT 02 EXISTING PILE CAP SPECIFIED DENOTES MIN. DISTANCE REQ'D. BETWEEN T.O. CONCRETE AND T.O. EMBEDDED NUT UN.O. ® EXISTING GRADE BEAM C. ORIENT LONG DIMENSION OF BASE PLATE PARALLEL TO WEB OF WIDE FLANGE COLUMN ® EXISTING MASONRY WALL 85°U.N.O. ® NEW SLAB ON GRADE PER FOUNDATION PLAN NOTES MARK SIZE BASE PLATE NOTES © SIMPSON HTT4 HOLDOWN w/ 5/8" DIA. SIMPSON PAB ANCHOR BOLT PER DETAIL 101 SCI H55Sx6x3/8 PER DETAIL 104 LONG DIMENSION PARALLEL TO WALL FOUNDATION PLAN NOTES 5C2 HSS8x6x3/8 PER DETAIL 105 LONG DIMENSION A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L. AND/OR CIVIL PRIOR TO PARALLEL TO WALL CONSTRUCTION. RESOLVE DISCREPANCIES WIN ARCHITECT. 0 EXTEND WITHIN 1'-0" OF Baker C a f e ROOF LEDGER, LONG B. VERIFY LOCATION AND SIZE OF ALL INSERTS AND OPENINGS IN SLAB WITH ARCH'L., MECH., y SC3 HSS8x6xS/8 TUBE SHALL BEAR ON CONCRETE SLAB DIMENSION PLUMBING, AND ELECT. PRIOR TO CONSTRUCTION. PERPENDICULAR TO WALL C. ALL EXTERIOR FOOTINGS SHALL BE EMBEDDED IS INCHES MIN. BELOW EXTERIOR PAD GRADE AND ALL INTERIOR FOOTINGS (AS OCCUR)SHALL BE EMBEDDED 18 INCHES MIN. 9753 �'/�/ Washington Sq Rd BELOW THE TOP OF SLAB. EXTERIOR PAD GRADE IS DEFINED AS LOWEST ADJACENT V V COMPACTED SUBGRADE (PAD GRADE BEFORE LANDSCAPING)OR NATURAL GRADE Space D02 WITHIN 5 FEET OF BUILDING FOR PERIMETER FOOTINGS. CONTRACTOR SHALL COORDINATE FOOTING EMBEDMENT WITH CIVIL GRADING PLANS TO ENSURE THAT MINIMUM EMBEDMENT Portland, OR 97223 SPECIFIED ABOVE IS MAINTAINED. D. FINISH FLOOR REFERENCE ELEVATION = 100'-0" U.N.O. E. SCI, SC2, SC3, . . . DENOTES STEEL COLUMN PER SCHEDULE ON THIS SHEET. .lit k c 0 0 F. PLACE SLABS)ON GRADE OVER SUBGRADE AND VAPOR BARRIER (A5 REQ'D.) PER THE GEOTECHNICAL REPORT REFERENCED ON G.SN. 1725 westlake avenue n 210 G. INTERIOR CONCRETE SLAB ON GRADE SHALL BE 5" THICK w/ "3 AT 22" o.c. EACH WAY. suite seattle, PLACE REINF. 2" CLR. FROM TOP OF SLAB. Washington 98109 H. INSTALL SLAB CONTROL JOINTS PER DETAIL 02. MATCH CLOSURE POUR (WHERE PRESENT) 206.838.5485 p CONTROL JOINTS WITH SLAB CONTROL JOINTS. 206.713.4076 m 206.464.0700 f I. SEE ARCH'L. AND/OR CML DWGS.FOR EXTERIOR SLABS, WALLS, ETC. ksmith©smithco.org J. SEE DETAIL 01 FOR PIPES/CONDUIT AT FIGS. PIPES/CONDUIT SHALL NOT PASS THRU NOR http://www.smithco.org/ BE LOCATED BENEATH ISOLATED PAD FOOTINGS. Consultant 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com I I✓ BC D F. G WRIGHT �'9' 1 '-9" 20'-0" 20-0" 20-0" 20-0" 9'-10" 10'-2" ,�+ engineers -Is 1 -1 F 1 F ---- ] _ __ ___, /� I [— -- _____1 1.---- l -- — --- , I I I Consultant Registration Architect Registration ■ I. ./////1/ Al_ /// _---- ■ ■ �� Pr — , — �— — — — NF1 _ ---\_®- _ — —I rF� ��J ___ - NF1 I F1 I— N'-® H H )�7kS//6 I I��S//� I 7��i/6 I )��k3// I �k74-,„ - A Ai 41 t PRO . -. 101 ) —I rs rs rs I 's — r� / s tp. (01 , 0 I _ _ I 4 ,- 1 . 1 - 1 © I I -1 / T 0 e#5 9S45PE _ / TYR OF (4) / / / TYP. OF (3) OREGON +� 0 O FNrv14 © 01 ` I I ! 1 II II I / I / / IEiBATt7N DATE 6I30I 101 I / � / ► —1 / I O o 1 O 1 O I O I O I / Issues and Revisions / / No. Date Issues By Check N 102 / 1 02.21.19 PERMIT SET EA Ii r1 i—u / O - I I i /, �� / 5G1 � i 1 N _ / / - 0 +- I I I / / Co , I _ 1 / H�� 3G3 I 1_ I I I � I / � , l I I I i — 1 / - - 02 .I.. IQ - - -, 0 106 Li , L L I ::. „\\ I 102 6 r 0 �� s tis i I I I I I Project Name 85'C Bakery Cafe — USA 7(1 �J Project Number 190233 0 4 ] 103 Description F❑UNDATI❑N PLAN I 0 I sci I SC1 601 I 601 �c1 I I SC2 I 101 0 T , / / SC2 Computer File S11-190233—PS,dwcg I/ \;E/— Scale AS NOTED — 1 I I ! I I I I Template 4.3 (120101) 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 for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used FOUNDATIONPLAN by or disclosed to any person, firm, or corporation for any a purpose whatsoever without the written permission of smith co. 11c. SCALE: 3/16" = I`-0" c N 0 SHEAR WALL (SW) SCHEDULE FRAMING PLAN KEYNOTES A. ALL FASTENERS SHALL BE "8 TAPPING SCREWS w/ 0.285" MINIMUM HEAD DIAMETER. 0 EXISTING STEEL JOIST B. DOUBLE END STUDS, IN ADDITION TO TYPICAL STUDS PER PLAN, SHALL BE INSTALLED AT 20 10005200-54 (50 K.51)STEEL STUD JOISTS AT 16" o.c. EACH END OF SHEAR WALL AS NOTED BELOW UNLESS SPECIFICALLY ON PLAN: (2) 6005131-54 0 KITCHEN HOOD BELOW, ATTACH PER DETAIL 203 C. ALL ANCHOR BOLTS TO WAVE 1" MIN. EMBEDMENET ® LOCATE 1455 DIRECTLY ABOVE OPENING/STOREFRONT, VERIFY ELEVATION w/ ARCHITECT 85°'0 CSx11.5 CHANNEL, ATTACH TO EXISTING JOISTS PER DETAIL 202 MARK SI-EATFING MATERIAL EDGE FASTENING FIELD FASTENING BOTTOM TRACK AB. AT CCNVC8 5. u1 1/16" 05B0 6" 12„ 1/2" DIA A$ AT 18" FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L- PRIOR TO CONSTRUCTION. °CONTRACTOR OPTION: 15/32" STRUCTURAL I SHEATHING MAY BE USED IN LIEU OF 058. RESOLVE DISCREPANCIES WITH ARCHITECT. B. SEE TYPICAL DETAILS FOR FRAMING REQUIREMENTS AT OPENINGS IN ROOF. ALL CFS BUILT—UP HEADER (H) SCHEDULE OPENINGS MAY NOT NECESSARILY BE SHOWN ON PLANS. O C. MISC. ITEMS SUCH AS STAIRS, LANDINGS, RAILINGS, ETC., SHALL BE DESIGNED BY OTHERS 8 5C B a ke ry C a f e AND SUBMITTED FOR REVIEW AS DEFERRED SUBMITTALS PRIOR TO CONSTRUCTION. SEE HEADER MARK BUILT-UP FEADER FEADER TO JAMB CONNECTION NOTESG.SN. FOR DEFERRED SUBMITTAL REQUIREMENTS. D. TYPICAL ROOF DECK SHALL BE 1 1/2" x 22 GA. 8-36 DECK PER G.SN. UN.O. DECK 9753 SW Washington Sq Rd (2)8005200-54 ATTACHMENT TO ROOF FRAMING, INCLUDING EDGES OF OPENINGS AND DRAG/COLLECTOR XXXT125-43 (12) •10x1" SCREWS OR TSN ELEMENTS NOTED ON PLAN, SHALL BE AS FOLLOWS UN.D. : Space D02 141 STIFFCLIP WE (54 M1L) +� EACH SIDE SUPPORTS PERPEND. TO DECK SPAN: (4) 12 SDI RECOGNIZED SCREW PER SHEET ID SUPPORTS PARALLEL TO DECK SPAN: 12 SDI RECOGNIZED SCREW AT 12" o.c. Portland OR 97223 SIDE SEAM CONNECTIONS: PUNCHLOK II (VERCO DECK ONLY)AT 24" o.c., r (2) 6005131-54 OR DELTAGRIP (ASC DECK ONLY)AT 24" o.c. XXXT125-54 (10) 0€0x1" SCREWS OR TSN E:I H2 STIFFCLIP HE (43 MIL) E. TYPICAL EXTERIOR WALL FRAMING SHALL BE 6008131-54 (50 K.61)STEEL STUDS AT 16" CL EACH SIDE o.c. UN.O. •Inith C F. HXx REFERS TO CFS BUILT-UP HEADER PER SCHEDULE THIS SWEET. 1725 westlake avenue n (2)6005€31-54 suite 210 XXXT125-43G. ATTACH METAL STUD BEARING WALLS TO BOTTOM TRACK w/ "8 SCREWS EA. SIDE OF STUD. seattle, washington 98109 (12) 10x1 SCREWS OR TSN TYPICAL BOTTOM TRACK SHALL 600T150-54 UN.O. ANCHOR BOLTS AT TYPICAL WALL g PROVIDE DOUBLE WALL H3 STIFFCLIP WE (43 MIL) STUDS AT HEADER SHALL BE 5/8" DIA. w/ 1 1/2" MIN. EMBED,MAX. SPACING SHALL BE 48" o.c. UN.O. ON PLANS El EACH SIDE OR SCHEDULES, ANCHOR BOLTS FOR HOLDOWNS S14ALL NOT BE CONSIDERED AS PART OF 206.$3$.5485 p THE REQUIRED ANCHOR BOLTS FOR SHEAR WALLS.MINUMN OF (2)ANCHOR BOLTS PER 206.713.4076 m TRACK PIECE. LOCATE ANCHOR BOLTS WITHIN 12" OF END OF TRACK 206.464.0700 f A. REFER TO TYPICAL DETAIL 13 FOR TYPICAL BUILT-UP HEADER REQUIREMENTS. ALL ksmith@smithco.org HEADER MATERIAL SHALL BE 50 KSI, UN.O. http://www.smithco.org/ B. DO NOT PUNCH HEADER UN.O. ON PLANS OR DETAIL. Consultant C. WHERE NO JAMB IS NOTED ON PLAN OR SCHEDULE PROVIDE (2) JAMB STUD w/ CLOSURE TRACK PER WALL SCHEDULE AT EACH END OF OPENING. D. XXXTI25-XX DENOTES HEADER TRACK TRACK WIDTH TO MATCH STUD WALL WIDTH. 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com (A} CC) CD} ED COF. G 5 WRIGHT engineers /, // lE)WF. BEAM �., (E)WF. BEAM (E)WF. BEAM t (E)W.F. BEAM (E)WF. BEAM (E)W} i3EAM Consultant Registration Architect Registration �/// ��ii .iiisiOiisiiiisiiii�W AIM_ MOMPW ,�►.riir►.�i�ii►. WWWWWWWWW /} .i _ �1 I I LSI I L�] t z / �i�. AT n PP P:0:4.�'� I OPENING 1 (12'-0")Fl) _ 0 _ — •� / I 6 ./ fsf,orc. 945PE � +QREppPI A A./ _ I op • 18.1scd' I I I 1 425► I I I ANT WQ'` ._ / O I QCPIE __, 30/20 a Q �I a m 209 ea r SIM ,�• (E)IL1.F. BEAM 3 ^� - II4 I Issues and Revisions w o - _ __ 1 w Tr.. No. Date Issues By Check O o - J 201 1 02.21.19 PERMIT SET EA r----i r---ii I LI LOW 1 tog - I OO 4 1 ea 'r T., ,IL------a I r 1 0 11 5 -. 1 \ IL / a 0 / /,_____ _i__4- i i 1 11 / r- tj ---- I 'I + i1 i r---- r—� I / J L ill 1IIITij �' 1 N''1----'1/ 111 I I I j 208 I I I r----� I X13 I /, ----+� O �} r E)WF. BEAM (E)O. BEAM (7........ (E)WF. BEAMI B- (E)WF. BEAM (E)WF. BEAM I� 210 i 1100• i o I I © 201 i 1200M i L----- 9 5X X ta (Ti 3 "—"J = Project Name 85C Bakery Cafe — USA I 2�, 1 1 �'' 210 ''k, ''" r Project Number 190233 TYP m m Project H2 / Description ROOF FRAMING PLAN al 0 4111 I / 1/ , - I I � ti I � I Computer File S21-190233—PR1dw 0 0 o p s _ _ _ /f///IQ °HSS12x6x3/S (LOW) '® O HS512xbx3/S (LOW) ® la Q I H5512x6x3/S (LOW1 ®4 0� ® OO 0 05 (E)W.F. BEAM Scale AS NOTED I 201 1 I 202 202 1 I .. LOW - ., .. IHIGH - -- - i-I Template 4.3 (120101} TVP. TVP. TYP. 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 ROOF FRAMING PLANby or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. SCALE: 3/16" = l'-0" m N O N S2. 0 PL 1/2x5x0'-10" 10 OVERALL FOOTING THICKNESS ® SCOOP OUT CONCRETE FOR ® OPTIONAL POUR JOINT. ROUGHEN PER PLAN OR SCHEDULE, 12" HOLDOWN STRAP OR HOLDOWN SURFACE TO 1/4" AMPLITUDE 0 (2) 3/5" DIA. HILTI KWIK HUS-EZ MINL. ANCHOR BOLT AS OCCURS w/ SCREW ANCHORS w/ 2 I/2" I" MIN- CONCRETE COVER 02 OPTIONAL OFFSET / WIDENED EMBEDMENT FOOTING AS REQ'D. FOR FORM ® 9" MIN.FIRST POUR STAKE 1114"/ ., 5 I/2" , „ 1114" 03 WIDTH PER PLAN OR SCHEDULE. 15" 1 O MIN. 3116 V ® MINIMUM EMBEDMENT PER 85°' tIO FOUNDATION PLAN NOTES OR � ® 1 a \ • PLAN(S) _ 05 REINFORCING PER PLAN 44�� ..a.,� = FINISH GRADE 6 4 "C" Q' ONLY _41:�-'.rW! r1 4 '-_.C';.. i 0 SUPPORTING MEMBERS, TVP. 0 ® L4x4x1/4, TIP. — — — 03 METAL DECK ® 8" DIA. OR A SERIES OF 6 MAX. PENETRATIONS OPENING �� WIT-4N AN 8" SQUARE MAX. IS CONSIDERED TO BE A SINGLE O OPENING A 0 FRBOTH\AMING MEMBER SIDES/3/16 I — f— 8 5 © "12 SCREW AT 24" OC 9'-0" MAX. . 11 O O iirr I - r-- /1_,,_i___ 85°C TOP AND\ Bakery Cafe BOTTOM/ 1/4 V qOPENING 6 MAX- --.7 . )--\N 9753 SW Washington Sq Rd -- - . . �- B Space D02 el g Ir, { �,,� _...5g4;RS _ 1 a HSS HEADER AT HSS JAMB Portland, OR 97223 TCH - 201 T,Irp d 4 201-190233 NO SCALE 1 Lu 3-(N © i .. . . 0 o JLJ o . _ r - f : 01 CHANNEL PER PLAN EACH SIDE OF • th lik C COLUMN 1725 westlake avenue n 02 1/2" DIA. THRU BOLT. FINGER suite 210 ; O TIGHTEN NUT AND SPOIL TI-IREADED Seattle, washington 98109 r„ n- cry9.5 p n IT 7 © 1 TO PREVENT BACKOFF 1 ti II ii II i 3/16 ii _ __ 206.838.5485 p 1.0— i i i II i 3/16 — C) 9/16x 3" VERTICALLY SLOTTED ` - © HOLE IN TUBE COLUMN LOCATE BOLI 206.713.4076 m 4r 206.464.0700 f li i !i 'i Q �t i i w A. WHERE LARGER OPENING IS N CENTER OF SLOTTED MOLE REQUIRED THAN COVERED BY I I 1 1o, , - , 1- —I-I C fi I I ksmith©smithco.org 14 II-1 II II-- IL THIS DETAIL, CONTACT THE I I i I I ® SLOP COLUMN AT TOP OF ANGLE f A il II i STRUCTURAL ENGINEER FOR { 1 1 http://www.smithco.org/ TIp -I „ , ADDITIONAL REQUIREMENTS. I 1 I I I I f 0 L4x4x1/4 VERTICAL ADDED WEB i ii II i I Q MEMBER oil `i 1 511 ii i © B. FOR EXISTING METAL DECK ROOF, I I I Consultant N —moi— SEE PLANS. I I 3 SIDES,\ I ® ADDED WEB MEMBER EACH SIDE rII r311 6 II TIP. 114 V OF JOIST PER TYPICAL FIELD © G. PRE-DRILL NE ANGLES 1=4R I INSTALLED WEB MEMBER DETAIL 3/16 i 3116 INSTALLATION OF THE SCREWS. \ © © 1645 Village Center Circle Suite 10 D. 8" ROUND AND SQUARE OPENINGS Las Vegas, NV 89134 I OR LEGS DO NOT NEED TO BE0 702.933.7000 wrighte.com di 3'-6" MIN. CL - REINFORCED PER THIS DETAIL. OF ADJ. OPENINGS i { D TYPICAL ANGLE TO ANGLE WELD RIGH T f engineers 204 NEW OPENING IN EXISTING METAL DECK ROOF 202 TUBE STEEL AT STEEL JOIST 101-180169 NO SCALE 739-110829 NO SCALE Consultant Registration Architect Registration 8'-0" MAX. 0 0 G CHANNEL HEADER - I ( I II 3/16 3/16 ' © LINE OF MECH. UNIT PER PLAN -..- 01 EXISTING STEEL JOIST 02 5/8" DIA. HILT{ KWIK HUS-EZ SCREW 1 2® STEEL JOIST PER PLAN — — i r_ --, r- pp _ © i i � t 02 NEW L5x5x5/16 ANCHOR w/ 5" EMBEDMENT AT I' ° it © 0 ADDED WEB MEMBER EACH SIDE 0,0. � I © I U CS x 115 TIP. ALIGN BENEATH, I SUPPORTING EDGE CURB OF MECH. OF JOIST PER TYPICAL FIELD 03 EX€STING MASONRY WALL ^ I I 0 UNIT ALL SIDES 3/16 /TVP INSTALLED WEB MEMBER DETAIL [j 3/16 ® EDGE OF SAWCUT OPENING Q 1�MAX '� ' I ® OPENING AS OCCURS FOR MECH, C) ATTACHMENT OF THREADED ROD e' 'tiOREGON 4' �f. 1 © PENETRATIONS, TRIM PER TO WOOD BY OTHERS • 0 Q5 CONTRACTOR TO VERIFY TWAT THE 0 A I TYPICAL DETAILS n_i4 � 9NT9'\ 0 EXISTING MASONRY WALL 15 I I . '_ I_� © !_J L•_ Q 1/2" DIA. THREADED ROD (13 TPI, _ __• _____ I GROUTED AT THE ANCHOR I 0 L3x3x3/16 VERTICAL ADDED WEB —' GRADE 5) AT EACH HOOP lE7fP1FiAT�7NDATE; T -20 0LOCATIONS, IF NOT, GROUT PER I B 1 ALT. MEMBER CONNECTION POINT w/ DOUBLE NUT O DETAIL 06 00 0 0 AND WASHER AT TOP AND BOTTOM © ADDED WEB MEMBER EACH SIDE OF WOOD BEAM ' 0 3/Ib V OF JOIST PER TYPICAL FIELD _I 1 Issues and Revisions SCHEMATIC FRAMING PLAN I _ INSTALLED WEB MEMBER DETAIL I� 1 © 1/8" DIA. WIRE { 0 ° �, No. Date Issues By Check 3 SIDES\ ¢� 3/16 V I 10 L3 I/2x3 1/2x1/4 x 0'-b" wl (2) 314" III 3/4" DIA. THRUBOLTS. 3116" FILLET { 0 O (4) TIGHT TURNS 1 02.21.19 PERMIT SET EA O 1 A. INSTALL THIS DETAIL PRIOR TO — — — i 'i I I WELD (3) SIDES MAY BE USED LIEU IL0 I ® 2" WIDE x 4" LONG x 1/4" PLATE w/ © CUTTING OPENING IN WALL 0 © I I 0 OF BOLTS L HOLE FOR WIRE ATTACHMENT T I ® 1/4" x 4" BENT PLATE 09 1/2" DIA. BOLT w/ 1" EDGE — —k -_ TIP. T. & B.\3/16I I I DISTANCE CHORDS/3/16 D I I A. VERIFY MECH. UNIT LOCATION 0 0 0 , WEIGHT, DIMENSIONS, ETC. WITH Q Q.] ARCH'L. AND MECH. DRAWINGS I A I © 1 B I O it 207 STEEL CHANNEL AT EXISTING MASONRY WALL 205 TYPICAL FRAMING BENEATH MECHANICAL UNIT 202-160594 NO SCALE 501-02 010914 NO SCALE 0 CD EXISTING TUBE COLUMN 0 NEW CHANNEL PER DETAIL 204 © C CHANNEL HEADER PER PLAN © EXISTING STEEL DECK _.J L,_ ® MECH. UNIT BY OTHERS 0 0 0 ® MECH. CURB PER MEP pU1l'sS. 0 Project Name 85'C Bakery Cafe - USA 0 '14 SCREW AT 24" c.c., PROVIDE AT 45', tYP. EACH CRONER 45' TYP Project Number 190233 0 0 �� Description FRAMING DETAILS HOOD 0 Computer File 541-190233-D,dwg a © © 0 0 Scale AS NOTED /:, I ! ! ►4 .� ,.i.:l,,ae 4.3 (120101) 1/4 V A. INSTALL THIS DETAIL PRIOR TO PIAN A. 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 IS SHOWN,NOTIFY smith co. Ilc and were created, evolved, and developed 0 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 d purpose whatsoever without the written permission of smith co. 11c. m m N 0 ai 208 STEEL CHANNEL AT TUBE STEEL 206 ROOF CURB ATTACHMENT 203 KITCHEN HOOD SUPPORT FRAMING Z SA4 - 1 211-14448 NO SCALE 206-190233 NO SCALE 104-190155 NO SCALE CEILING JOIST PER PLAN ®1 CEILING JOIST PER PLAN 20 WALL STUD PER PLAN ®2 WALL STUD PER PLAN 0 0 BOX HEADER PER PLAN ® (4) '10 SCREWS® CONT. 16 GA. (50 K51)BENT PLATE ® CONT. 6 GA. (50 K5I) BENT PLATE ,. if w • \ w/ 3" LEGS 0 WI 4" LEGS (2) '8 EA. STUD 0 (2) '8 SCREWS EA. LEG, EA. STUD I I 1 ,rteO 41 1 _t�I / ®6 600T150-43 BLOCKINGl I ..... 8 © '-.1..., . T,10 J I O I 11 1- I O I -T- f + 0 I c ; 85°C Bakery Cafe _ __. 0 0 _i_t,___ © 9753 SW Washington Sq Rd Space D02 213 STEP IN CFS ROOF 209 CFS JOIST AT CFS WALL Portland, OR 97223 213-190233 NO SCALE 205-150233 NC)SCALE 0 CHANNEL PER PLAN 0 CEILING JOIST PER PLANOOInitF 20C 0 • O 0 0 PL I/2x6x1'-2" w/ (2) 5/8" DIA. HILTI 0 WALL STUD PER PLAN 1725 westlake avenue n KWIK HUS-EZ SCREW ANCHORS w/ suite 210 5" EMBEDMENT +p 03 (4) '10 SCREWS seattle, washington 98109 p ""L--, ® CONT. 16 GA. (50 KSI) SENT PLATE © w/ 3" LEGS 206.838.5485 p 0 206.713.4076 m I::: g L CO © ®5 '8 SCREWS EA. LEG, EA. STUD 206.464.0700 f © 3/}6 V (3..51DES 0 --s -.4-I. fir © CONT. 600T125-43 ksmitha©smithco.org ;-J$ 0 — http://www.smithco.org/ r1 Ln ® '8 EA. FLANGE, EA. STUD N4 ® 6007125-43 BLOCKING Consultant ---- 03 EXISTING MASONRY WALL 0 1 © $- 11I3" © O A 4 ® EDGE OF SAWCUT OPENINGTYP. • OPENING 0 CONTRACTOR TO VERIFY THAT NE 1645 Village Center Circle Suite 10 0 EXISTING MASONRY WALL fS Las Vegas, NV 89134 201 GROUTED AT THE ANCHOR 702.933.7000 wrighte.com LOCATIONS, IF NOT, GROUT PER DETAIL 06 3 A. INSTALL THIS DETAIL PRIOR TO WRIGHT CUTTING OPENING IN WALL engineers 214 CHANNEL AT PERPENDICULAR WALL 210 CFS JOIST AT CFS WALL 214-150233 NO SCALE 210-150233 NO SCALE Consultant Registration Architect Registration 0 EXISTING MASONRY WALL 0 WALL STUD PER PLAN ®2 STEEL STUDS PER PLAN 2 ) CONT. 6007150-43 .g Ilia ® BLOCKING AND STRAPPING PER 03 'S SCREW EA.FLANGE, EA. STUDO DETAIL 212 ® SIMPSON HTT5 TENSION TIE WI 515" i Affij 19SPE t, DIA. HILTI KWIK HUS-EZ SCREW 0 OREGON © I 0 ANCHOR w/ 5" MIN. EMBEDMENT 1 r-r--. j.-...------- . ------ + .46,+0..• ts.,g Ak cp 420 I I © I I D ION UAATE:6/30/20 I I Q I I __ .... 0 1 T I I `- Ifl n I I Issues and Revisions '�1 No. Date Issues By Check I I � 1 02.21.19 PERMIT SET EA I i c I L 215 CFS WALL TO EXISTING MASONRY WALL 211 STEEL DECK AT CFS WALL 215-190233 NO SCALE 211-150233 NO SCALE QI WALL STUD PER PLAN ®2 CONT. 6007150-43 0 '8 SCREW EA.FLANGE, EA. STUD ® CONT. 16 GA. (50 KSU BENT PLATE Project Name 85'C Bakery Cafe - USA w/ 3" LEGS 0 a (2)*a EA. STUD Project Number 190233 t" ® 6007150-43 BLOCKING AND Description FRAMING DETAILS CONTINOUS 16 GA. (50K51)STRAP 0 EACH SIDE FOR LENGTH OF WALL Computer File S42-190233-D,dwg co Scale AS NOTED Lfl J 0 Template 4.3 (120101) All ideas, designs. arrangements, and plans indicated or i o_li_ 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 purpose whatsoever without the written permission of smith co. llc. m m N O Ql 212 STEEL DECK AT CFS WALL c S4M2 2 212-150233 NO SCALE