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Plans (33) BUP2021 -00039 EIVED flif 2 s 2o21 CI Y 3FTI&RD BUl 11 6 DMON DayS & Massage OFFICE COPY CITY OF TIGARDL o GAARDE PACIFIC REVIEWED FOR CODE COMPLIANCE Approvcd--� I —7 0 OTC: [ ] L• u Permit 4: Address. v O Z Suite #: _ W y Z B . Data �.. i TIGARD, OR .� Tenant Improvement ° � I cc o r1 ^ M Ln L(1 3 U PROJECT TEAM PROJECT DATA/ CODE SUMMARY DRAWING INDEX SCOPE DESCRIPTION BUILDING CODE SUMMARY o COVER SHEET THESE TENANT IMPROVEMENT 2019 EDITION STATE OF OREGON STRUCTURAL SPECIALTY CODE (OSSC) A4. 1 FLOOR PLAN CONS'T'RUCTION DOCUMENTS INCLUDE 2019 EDITION STATE OF OREGON MECHANICAL SPECIALTY CODE (GMSC) VALIUIIT' OF PMM-"! A8. 1 REFLECTED CEILING/ THE CONSTRUCTION OF A 2,066 sq/ft HEISSUANCE OFAPER;- 2017 EDITION STATE OF OREGON PLUMBING SPECIALTY CODE (DSPC) BASED ONCONSTRIlCT!0'4 LIFE _ SAFETY PLAN FIRST FLOOR TENANT IMPROVEMENT DOCUMENTS AND OTHER DATA SHALL NOT PHEVENT 2017 EDITION STATE OF OREGON ELECTRICAL SPECIALTY CODE (OSEC) THE CODE O I=I"IAL FROM EQUIR NG TI I?= C;:'RRECTIO 2019 EDITION STATE OF OREGON FIRE SPECIALTY CODE (OSPC) TENANT IMPROVEMENT DOES NOT INCLUDE OF ERRORS. 06SC 105.4 2009 ANSI Al 17.1 ACCESSIBILITY CODE STRUCTURAL MODIFICATIONS. TENANT Day Spa & Massage 13815 SW Pacific Hwy., Suite 50 Tigard, OR 97223 CONSTRUCTION TYPE TYPE VB (NON SPRINKLED/NO FIRE ALARM) STORIES 1 UNDER SEPARATE PERMIT — MECHANICAL DESIGNER NW Precision Design T.I. AREA: = 2,066 S.F. (USABLE) — ELECTRICAL 17407 SW Inkster Drive PREVIOUS , N Sherwood, OR 97140 OCCUPANCY: B RESTAURANT < 50 OCC. ASABACHE MEXICAN RESTAURANT (503) 680-6444 PROPOSED Contact: Darin Bouska OCCUPANCY: 'B' OFFICE, 2,066 S.F. (2,066/150 = 14 OCCUPANTS) � ao EXITING: OCCUPANT LOAD IS UNDER (50), THUS (1) EXIT IS REQUIRED. F" (TWO EXISTS PROVIDED FROM FLOOR) 0 GENERAL SITE MAP CONTRACTOR T.B.D. PLUMBING FIXTURES: PER TABLE 2902.1 ct (1) UNISEX TOILET ROOM REQUIRED. ?3 � x SCOPE OF w WORK o tioRr� Q 00 M VICINITY MAP ► CITY JURISDICTION City of Tigard ' . ., - 13125 SW Hall Blvd. IR' Tigard, OR 97223 s9 Bookkeeping By Kaye ilgarcl Mdrkflr. (503) 639-4171 AAMCO Transmissions $ Total Car Care Revisions: or rmnarvat way Boll Mlnuntaln ® - Firgrove Village ' Star R Grlll T nF'4,+jt Tigard Foursquare 1pSTY Ver Church t Tloard r Sham 8 Gare House 9 Tigard Goodwill Project Number: —iWalgTeens Photo File Number: GOvER --`' (�� Chevron Tigard Date: izi5izmzo U- jK harmers Insurance � „ �, n. ..I.l �, DRAWING SET NO. DOOR 6C�4EDULE DOORS FRAMES/REL ITES SIZE I DESCRIPTION DESC. 10 T) LA w dw1 N gN JN NN Om R' \ io Qo � o w = o LLo z oW 30 6 aW REMARKS @=w 0=w v=w uaiW iW 4) lu �o w o ws �--0 - tip map z Q ti0 1-O X IV' Q6-' L rnOz rOz -Oz o d mOz dOz w lk . Tk7 F g z ogz ROOM NM W H T S P MAT. FIN. TYPE E L MAT. FIN %� 100 40" AL AL AL AL PUSH/PULL (DOOR TO REMAIN OPEN) SIGN Z \ Ill PASSAGE SET_.-_ V °v r /-r en LT \\ - 1103 PASSAGE SET____ _ F`45e4GE SE - - t!1 /< Cj ; 104 - PASSACzE SET W U \ 1 105 PRI VAC1' SET [� a I 0(o PRIVACY SET_ - -- - - - - - �-/- - — - Z w z NOTF:; DOOR NARDW,4RE TO BE GRADE 1, DORMA GI500-Lra OR APPROVED SUBSTITUTE _. - ALL DOOR HARDWARE TO BE LEVER AND A.D.A. APPROVED, G 26 FINISH w o LLUJ I I 1`�,4SS�4C�E o Ln 10�/� ATTACH W/(2) 08 ATTACH W/(2) 08 a WOOD SGREUIS, 70 NOTE: ANY WALL OVER 8' LONG WOOD SCREWS, TO NOTE: ANY WALL OVER 8'-0' LONG EXIST WOOD STRU. SHALL BE BRACED AS SHOWN. EXIST WOOD STRU. SHALL BE BRACED AS SHOWN. BRACING SHALL NOT BE ATTACHED BRACING SHALL NOT BE ATTACHED 70 GRID SYSTEM. TO GRID SYSTEM, I 1 0 a 3%', 25 GA. MTL. STUD BRACES 39X8', 25 GA. MTL. STUD BRACES C C, TO STRUCT. ® 61-0' 0/C - STAGGERED TO STRUCT. ® 8'-0' O/C - STAGGERED 1�,455,4� (2) IS SCREWS AT EACH END (2) +8 SCREWS AT EACH END lsa3 ACT CEILING TILE ACT CEILING TILE ' STUD WALL IS NOT TO BE DIRECTLY STUD WALL IS NOT TO BE DIRECTLY m CO CONNECTED TO CEILING. CONNECTED TO CEILING. J -A 6-) ]Oro w 5/8' TYPE 'X' SHEETROCK UJ OR V SHEETROCK rl L EACH SIDE O� L' EACH SIDE 39X8' MTL. STUDS a 7-20-GAUGE a 24' o/c. 2x4 HEM FIR 02 WOOD (Y (362V5I25-20) + 24' O.G. LU 80TTOM TRACK ATT. TO BOTTOM TRACK ATT. TO kill FLOOR o 48' O/C W/ FLOOR ® 48' O/C W/ POWDER DRIVEN ANCHORS "10d NAILS M�4SS� E _- - -- - -_. 1��4SS�4C� �� - ® EXISTING FLOOR EXISTING FLOOR ` O METAL STUD WALL DETAIL (TYP) METAL STUD WALL DETAIL (TYP) M N N.T.S N.T.S N I D EXISTING WALL cii b _ m NEW WALL CIS 18" MIN. � x 11'-O" IRE CE P ELECTRICAL LEGEND Q WAITING -100 - � DUPLEX OUTLET 4-FLEX OUTLET HEIGHT DIMENSION FROM FINISH X" FLOOR TO CENTER OF ELECTRICAL ITEM. ALL ELECTRICAL ITEMS �� ----� WITH DIMENSION HEIGHT SHALL J BE 15'' ABOVE FINISH FLOOR PER AD.A. UNLESS OTHERWISE NOTED. \ DEDICATED OUTLET DED 01 5'-0" Revisions: i / EPDXY FINISH: FIRST GOAT TO CONSIST OF AN APPLIGATIG 2 4 - 1 OF THE FOLLOWING: •PIGMENTED EPDXY PRIMEWSEALER SECOND CHAT 70 CONSIST OF AN APPLICATION OF THE FOLLOWING: •EPDXY COATING (SPECULAR GLOSS 35-40%MINIMUM) MIRROR PAPER DISPEN ERTOWEL 30° 1 . FLOOR PLAN KJ MIRROR SCALE: 3/8 1'-0'112" 42, 12' x 36" ll:li ii Iii,' a GB.TYP I .' 0 GB.TYP HANOI-SHIELD Project Number: �O SCORCHING 0 til APPLY 6' JACKET B- - 0 HANOI-SHIELD ' 7TY <F RUBBER BASE i- SCORCHING File Number: c� rtl !TYPICAL � r JACKET l DAY5PA4014 - Date: 12/5/2020 36• I I6'-I g• It 60' ii. DRAWING SET NO. ACCESSIBLE TOILET ROOM — E LE V TO EXISTING BE UPDATEDEPERROOM SANOT FE HAR5OR REQUIRED SCALE 3/8" = 1'-0" AI I 100 I E - 5T - i TOILET z o /< 1 5 U � � o l \ w QJ 71 77777 o z E EI _ Q � N w 00 LU o 1`'t�4SS,4GE I co LLI 104 I I Q I o 3 o. QJ lO3 I CEILING GRID/TILE -- EI - IS EXISTING TO REMAIN. RELOCATE FIXTURES N N I AS REQUIRED II 11141111 N N 1„f�4SS�4GE lO2 I lO� FR M i I I '\ CA N N Ix 0 c cn �n ct -- I o -I fRECEF P. _P=60 R I 1,6® -- -- Q ;=` 1 rn DEFLECTED CEILING LEGEND X TROFFER LED. FIXTURE, MFG 'LIL17HONINIA' INDIRECT LIGHTING. (ELECTRONIC BALLAST 40W EA, Revisions: D WALL MOUNTED SCONE (DIMMER) (VERIFY FIXTURE W/TENANT) O HANGING PENDANT (VERIFY FIXTURE W/TENANT) 1 . REFLECTED CEILING/LIFE SAFETY PLAN 'E' - EXISTING SCALE: 3/5" = V-0 N, - RELOCATED IN, - NEW EGRE55 - PATH OF TRAVEL 8 UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN LED LAMPS SINGLE OR DOUBLE FACE WITH DIRECTIONAL ARROWS) WITH EMERGENCY BATTERY BACK-UP. Project Number: EGRESS LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL File Number: SHALL NOT BE LESS THAN 1 FOOT-CANDLE, D4Y5PA801A AVERAGE, AT THE FLOOR LEVEL DURING HOURS Date: 12/5/2�2� OF OPERATION. NO EMERGENCY EGRESS LIGHTING RFOUIRED. DRAWING SET N0. A8 . 1 BUP2021 -00031 a jilN 19 2021 OD ARC, oCIT 0 TIGARD BUIL IN I DIVISION MICyAEL G EAT I PO/AVR//YLAND, OREGON No. 5725 0SCHOLLS BUSINESS CENTER ' q�4f, OF 00 fAfItTM KAESER COMPRESSORS BLDG N SUITE N C Ankrom Moisan PROJECT LOCATION OFFICE COPY L THWESTDAVIS, SUITE 300 ND, OR 97209 CITY OF TIGARD,. .7100 IR-04 'A Puget Sound otech Healthcare, RRVIEWED FOR CODE COMPLIANCE ®rm Approved: ] H AVE, SUITE 300 E,WA 98101 AREA OF WORK OTC: t ]cZClcZ L_ .1600 Q Permit #: 31 OWARD STREET Address: ]�y O SW N:rllh V S x ANCISCO, CA94103 Suite #: � .7063SHEET INDEV $Y, Date: �•a-� OM MOISAN ARCHITECTS, INC. "*Club K After School 4ode Lo" o A0.00 COVER SHEET ° A0.01 PROJECT NOTES &Security Sys rem, lop / A0.05 ACCESSIBILITY " A0.06 ACCESSIBILITY 4' A0.10 FIRE AND LIFE SAFETY PLAN 3 Kip r 0 ticalAO.20 INTERIOR WALL ASSEMBLIES A1.00 LEVEL 1 DEMOLITION PLAN &DEMO RCP 7 Z JIS."T err A2.00 LEVEL 1 FLOOR PLAN &RCP ' n T A4.00 INTERIOR DETAILS V A4.01 CEILING DETAILS z A5.00 DOOR LEGEND&SCHEDULE Q 19 o j D West§iii,. qesus VALIDITY OF PERMIT MM Ch c ices / THE ISSUANCE OF A PERMITBiar W BASED ON CONSTRUCTION DOCUMENTS AND OTHER • DATA SHALL. NOT �'�D/c NT Li THE C = " F r"iM W REOUIF, ION OF ERRucit . G_. C 105.4 A GoogleW U U(A LIJ Z VICINITY MAP KEY PLAN ,Ln 1 PROJECT 1.1=20'-0" PROJECT z W w Q O Ln GENERAL SYMBOLS BUILDING INFORMATION SCOPE OF WORK ADA UPGRADES SUMMARY DEFERRED SUBMITTALS m m LIJ APPLICABLE CODE(S): SUITE TI, DEMOLITION OF INTERIOR WALLS AND INTERIOR DOORS. EXISTING 447.241 STANDARDS FOR RENOVATION,ALTERATION OR MODIFICATION OF ELECTRICAL un 2 CL TAGS BUILDING CODE: 2019 OSSC BUILDING CODE CEILING AND LIGHT FIXTURES TO REMAIN IN OFFICE. ENTIRE SUITE TO HAVE CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLAN. z 101 DOOR NUMBER ELECTRICAL CODE: 2017 OREGON ELECTRICAL CODE UPGRADED LIGHT FIXTURES ADDED. NEW INTERIOR WALLS, RELITES, DOORS, MECHANICAL O U MECHANICAL CODE: 2019 OREGON MECHANICAL CODE AND FLOORING TO BE INSTALLED. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS O U') d CC PLUMBING CODE: 2017 OREGON PLUMBING CODE SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL FIRE SPRINKLER = O = LU O KEYNOTE NUMBER FIRE CODE: 2019 OREGON FIRE CODE PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN THE U m W ENERGY CODE: 2019 OREGON ZERO ENERGY CODE FOLLOWING ORDER: FIRE ALARMS O Y ACCESSIBILITY CODES: ICC Al 17.1-2009 LnY 0 REVISION NUMBER 2010 ADA STANDARDS A. PARKING; EXISTING PROJECT SITE COMPLIES NO PROPOSED IMPROVEMENTS. DESCRIPTION CODE INFORMATION NOTES B. AN ACCESSIBLE ENTRANCE; P R OJ ECT TEAM- CONSTRUCTION EA M EXISTING PROPOSED REVISION DATE REASON FOR ISSUE 1t WINDOW TYPE 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS. CONSTRUCTION TYPE: VB NO CHANGE APPLICABLE CODE(S). C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA; BUILDING ADDRESS 10340 SW NIMBUS AVENUE-BUILDING N 1 SIM SPRINKLERED: Y NO CHANGE i EXISTING PROJECT SITE COMPLIES NO PROPOSED IMPROVEMENTS. SUITE N-C PORTLAND, OREGON 97223 ABUILDING STORIES(ABOVE 1 FLOOR NO CHANGE 6.01 INTERIOR ELEVATION D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX RESTROOM; OWNER/LANDLORD KG INVESTMENTS GRADE): SIM EXISTING PROJECTSITE COMPLIES, NO PROPOSED IMPROVEMENTS. 10300 SW NIMBUS AVENUE, SUITE P-C DETAIL BUILDING STORIES(BELOW 0 FLOORS NO CHANGE PORTLAND, OREGON 97223 1 CONTACT: KYLE LATTA A101 GRADE): E. ACCESSIBLE PHONE: 503.245.7100 ASSEMBLY TYPE FAX: 503.245.7100 BUILDING OCCUPANCY: B NO CHANGE F. ACCESSIBLE DRINKING FOUNTAINS;AND 7AA WALLASSEMBLY — TENANTIMPROVEMENT 3,715 SF NO CHANGE NSA ARCHITECT ANKROM MOISAN ARCHITECTS, INC. TOP/BASE CONFIGURATION AREA: 38 NORTHWEST DAVIS, SUITE 300 G. WHEN POSSIBLE,ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS PORTLAND,OR 97209 STORAGE AND ALARMS. PHONE: 503.245.7100 ri4i10'-0' CEILING HEIGHT OCCUPANT LOAD FOR REFER TO EGRESS EXISTING PROJECT SITE COMPLIES, NO PROPOSED IMPROVEMENTS. FAX: 503.245.7710 TENANTIMPROVEMENT: 22 PLAN a Room CONTACT: REBECCA BROCK PHONE: 503.892.8373 Name ROOM COVER SHEET 101 I TENANT KAESER COMPRESSORS ADA UPGRADES COST CONTACT: SARAH MCDANIEL u PHONE: 540.898.5500 i Y SYMBOLS � TOTAL COST OF CONSTRUCTION: $125,000 CONTRACTOR TBD Z '0 \J-- -{ A ) GRID OFTOTAL COST REQUIRED FOR ADA UPGRADES: $31,250 PERMIT SET in 0 o Alfficap1w ADA UPGRADES NORTH ARROWS 1. ENTIRE SUITE- REPLACE EXISTING DOORS AND DOOR HARDWARE WITH o NEW ADA COMPLIANT DOOR HARDWARE. N TRUE PROJECT vDATE PROJECT NUMBER N h# ELEVATION DATUM TOTAL COST OF ADA UPGRADES: $42,000 01 /14/20 204160 SHEET NUMBERN w O O v AO00 N PRO ECT NOTES ED N 1 ABBREVIATIONS ABBREVIATION TERM MIC AEL_G�EAT Cn N GENERAL REQUIREMENTS FIRE PROTECTION WORKMANSHIP INTERIOR WALLS00 1. THESE DRAWINGS ARE THE PROPERTY OF ANKROM MOISAN ARCHITECTS 1. PROVIDE DRAWINGS INDICATING: 1. PROVIDE ALL WORK LISTED, SHOWN, OR IMPLIED ON CONSTRUCTION 1. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED. AN AUDIO VISUAL Po uNo, OREGON AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT. A. LAYOUT, LOCATION,AND SIZE OF SPRINKLER LINES AND HEADS DOCUMENTS UNLESS NOTED OTHERWISE. 2. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE ACT ACOUSTICAL CEILING TILE t�� a No. 5725Q 2B. PRESSURE(IF APPLIICABLEDING MANUAL FOR REQUIREMENTS AND SPECIFICATIONS C. SPRINKLER HEAD I SPEC F CATIONS 2 NOTED OTH RWISREMENTS DLORD'S BUILDING STANDARD DETAILS, UNLESS 3. FASTENERSDIN CONTACT WITH TREATED WOOD SHALL BE CORROSION ALUM ALUMINUMFIRE RETARANT TREATED. AFF ABOVE FLOOR 9f OF OAT 3. VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 3. EXCEPT WHERE REUSE IS NOTED,ALL MATERIALS, EQUIPMENT AND RESISTANT. ARCH ARCHITECTURAL ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 2. VERIFY EXTENT OF EXISTING NFPA 13 FIRE SPRINKLER SYSTEM. EXISTING APPLIANCES USED IN THE WORK SHALL BE NEW. 4. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS BD BOARD 4. CARE HAS BEEN TAKEN TO DOCUMENT EXISTING CONSTRUCTION AND NEW WORK SHALL INCLUDE QUICK RESPONSE HEADS IN 4. EXERCISE CARE WHERE NEW WALL CONSTRUCTION ABUTS, INTERSECTS REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS,ARTWORK, BLDG BUILDING CONDITIONS. HOWEVER, FIELD CONDITIONS AND HIDDEN CONDITIONS CONFORMANCE WITH APPLICABLE CODES AND STANDARDS. OR JOINS EXISTING ADJACENT CONSTRUCTION. MAINTAIN FIRE AND SHELVING,AND OTHER APPLIED WALL MOUNTED FIXTURES, FINISHES OR BOT/BTM BOTTOM MAY DIFFER AND POSE POTENTIAL CONFLICTS WITH THE DRAWINGS. ACOUSTIC ASSEMBLY INTEGRITY WHERE NEW WALLS ABUT, INTERSECT, EQUIPMENT. FAILURE TO REPORT DISCREPANCIES OR CONFLICTS TO ARCHITECT PRIOR OR JOIN EXISTING. S. MAXIMUM STUD SPACING IS 24 INCHES ON CENTER UNLESS NOTED CAB CABINET TO PERFORMING WORK MAY LEAD TO WORK IN QUESTION BEING HEATING, VENTILATION, AND AIR CONDITIONING 5. PATCH, REPAIR,AND OTHERWISE RESTORE EXISTING MATERIALS, OTHERWISE. MINIMUM STUDS OR FURRING GAUGE IS 25. CG CORNER GUARD REJECTED BY TENANT OR ARCHITECT. EQUIPMENT AND FINISHES TO AS-NEW CONDITION. 6. ADJUST STUD GAUGE AND SPACING TO MEET MANUFACTURER'S CL CENTER LINE 5. WORK SHALL BE PERFORMED PER APPLICABLE CODES AND STANDARDS. 1. INSTALL MECHANICAL SYSTEMS AND EQUIPMENT PER APPLICABLE CODES AND STANDARDS. PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA,AND TO CLG CEILING � � • 6. SEE ACCESSIBILITY SHEET(S)FOR ACCESSIBLE CLEARANCES TO BE SUPPORTALL APPLIED LOADS FROM: FIXTURES, FURNISHINGS AND CLR CLEAR PROVIDED. 2. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, WARRANTY EQUIPMENT; CASEWORK; GRAB BARS;WALL FINISHES; PRESSURIZATION; LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. COL COLUMN 7. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF .ETC38 NORTHWEST DAVIS,SUITE 300 3. CONTRACTOR TO BALANCE HVAC SYSTEM AND PROVIDE BALANCE 1. WARRANT ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED CONC CONCRETE OTHER TRADES. .7UTILIZE MOISTURE RESISTANT GYPSUM WALLBOARD WHENEVER TILE PORTLAND, OR 97209 REPORT AT COMPLETION OF WORK. UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR AFTER CORR CORRIDOR 8. IF WORK IS TO BE PERFORMED AFTER HOURS, CONTRACTOR TO CONFIRM 4. PROVIDE DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS SUBSTANTIAL COMPLETION. FINISH IS INDICATED OR SCHEDULED. 503.245.7100 WORK REQUIREMENTS WITH TENANT AND BUILDING MANAGEMENT. 8. PROVIDE SMOOTH, LEVEL 4 FINISH AT NEW GYPSUM BOARD WALL CTR CENTER INDICATING: SURFACES, PER AWC I STANDARDS.APPLY A DRYWALL PRIMER D/W DISHWASHER A. SIZES AND MATERIALS OF DUCTS 1505 5TH AVE,SUITE 300 SUBMITTALS, SAMPLES. MOCK-UPS, AND SHOP DRAWINGS B. LOCATIONS OF DAMPERS,ACCESS PANELS,AND THERMOSTATS ACOUSTICALLY RATED CONSTRUCTION (SHEETROCK BRAND "FIRSTCOAT"OR EQUIV.)PRIORTO FINAL FINISH DEMO DEMOLITION SEATTLE,WA 98101 C. AIR MOVEMENT REQUIREMENTS COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. DEPT DEPARTMENT 206.576.1600 1. NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE D. SIZES OF GRILLS AND REGISTERS 1. PROTECT AND SEAL PENETRATIONS AND JOINTS G OF THEACOUSASSEMBLIES RATED DET DETAIL INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS,SAMPLES 5. CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS CONSTRUCTION. MATCH THE ACOUSTICAL RATING Of THE ASSEMBLIES BEING PENETRATED. DOORS AND HARDWARE DIM DIMENSION 1014 HOWARD STREET(PROVIDE 3), BROCHURES OR OTHER SUBMITTALS CALLED FOR HEREIN AND THERMOSTATS. DWG DRAWING SAN FRANCISCO, CA 94103 HAVE BEEN APPROVED BY THE ARCHITECT.ALLOW(5) BUSINESS DAYS 6. RE-ZONE,ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY 1. PROVIDE AND INSTALL NEW DOORS AND FRAMES PER BUILDING DWR DRAWER 415.252.7063 FOR REVIEW. BUILDING MANAGEMENT FOR ALTERED SUITE. DIMENSIONS STANDARD UNLESS NOTED OTHERWISE. (E)/EXIST EXISTING ©ANKROM MOISAN ARCHITECTS, INC. 2. PROVIDE SHOP DRAWINGS OF THE FOLLOWING ITEMS FOR REVIEW AND 2. SUBMIT HARDWARE SCHEDULE WITH CATALOG CUT SHEETS FOR APPROVAL PRIOR TO FABRICATION: 1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ARCHITECT REVIEW. EA EACH A. CASEWORK ELECTRICAL AND LOW VOLTAGE CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS PRIOR TO 3. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES,TOOLS, ELEC ELECTRICAL B. DESIGN-BUILD SCOPES CONSTRUCTION. AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND ELEV ELEVATOR C. DOORS, FRAMES AND HARDWARE 1. COMPLETE ELECTRICAL, DATA, COMMUNICATION, LIGHTING,AND 2, DO NOT SCALE THE DRAWINGS.WRITTEN DIMENSIONS GOVERN. MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY EMER EMERGENCY SECURITY WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY EQ EQUAL D. LIGHTING FIXTURES 3. DO NOT ADJUST CLEAR DIMENSIONS WITHOUT APPROVAL OF THE AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. E. CARPET SEAMING DIAGRAMS 2. CONFORM TO APPLICABLE ENERGY CODE.VERIFY APPROVED ENERGY ARCHITECT. EQPT EQUIPMENT CODE REQUIREMENTS AND ENERGY MANAGEMENT SYSTEM AS PART OF 3. SUBMIT SAMPLES FOR THE FOLLOWING ITEMS, BUT NOT LIMITED T0: 4. DIMENSIONS ARE MEASURED FROM GRIDLINE, FACE OF CONCRETE, FACE 4. CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. �EW EACH WAY A. PAINT DRAW-DOWNS THE DESIGN BUILD CONTRACT. OF MASONRY,AND FACE OF FINISH UNLESS OTHERWISE NOTED. PROVIDE TWO(2)KEYS FOR EACH LOCKAND TWO(2) MASTER KEYS FOR z B. CARPET 3. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND 5. DIMENSIONS NOTED AS'INSIDE CLEAR'ARE MEASURED FROM THE FACE THE SUITE.TAG KEYS WITH ROOM NUMBERS. EWC ELECTRIC WATER COOLER C. RESILIENT FLOORING .PLUMB AND TRUE TO LINE AND LOCATION SET UNITS LEVEL .5 OPERABLE ELECTRICAL SYSTEM. OF THE DEEPEST PROTRUSION FROM THE WALL SURFACE(CASEWORK, , ADJUST AND FA FIRE ALARM 4. SUBMIT WRITTEN SUBSTITUTION REQUESTS FOR APPROVAL PRIOR TO 4. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES V FIXTURE, BASE, HANDRAIL,WAINSCOT,TRIM, ETC.) REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER FD FLOOR DRAIN '' 6. NOTES TOALIGNREFER TO FINISHED FACE OF INDICATED SURFACES. PURCHASE OR INSTALLATION OF ANY ITEM. WRITTEN SUBSTITUTION SHOWN. PROVIDE DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INSTALLATION AND OPERATION. FE FIRE EXTINGUISHER _ 6ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH REQUESTS SHALL INCLUDE REASONS FOR SUBSTITUTION PLUS INDICATING: 7. 'FLOOR LINE','FLOOR,'OR'FLOOR LEVEL' REFER TO TOP Of CONCRETE . FEC FIRE EXTINGUISHER CABINET A. SWITCHING SLAB OR TOP OF CEMENTITIOUS UNDERLAYMENT. FINISH FLOORING IS O SUFFICIENT INFORMATION REGARDING COST, QUALITY,WARRANTY, DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. INSTALLATION,AND ANY OTHER PERTINENT INFORMATION NEEDED BY FF FINISH FLOOR B. CIRCUITING INSTALLED ABOVE THE FLOOR LINE. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND J C. LIGHTING FIXTURES FIN FINISH THE OWNER AND ARCHITECT TO CONFIRM THE SUITABILITY OF THE B. 'FINISH FLOOR' REFERS TO THE TOP OF FINISH FLOORING. SMOOTHLY. MATERIAL BEING PROPOSED. D. POWER&DATA DEVICES FIXT FIXTURE M 5. ALLOW(5) BUSINESS DAYS FOR REVIEW OF ALL REQUESTS FOR E. EXIT SIGNS FLR FLOOR W INFORMATION (RFI). F. EMERGENCY LIGHTING WINDOWS FDIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR 5. COORDINATE POWER/DATA, COMMUNICATIONS, FIRE SAFETY DEVICES, CODE COMPLIANCE FOIO FURNISHED BY OWNER INSTALLED BY OWNER AND LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, 1. PROVIDE AND INSTALL NEW GLAZED OPENINGS PER BUILDING STANDARD DELEGATED DESIGN SYSTEM FURNITURE, FINISHES,AND CASEWORK. 1. MAINTAIN REQUIRED COVERAGE FOR ALL EMERGENCY LIGHTING, UNLESS NOTED OTHERWISE. FURRG FURRING Li 6. TENANT POWER, DATA, COMMUNICATION AND LIGHTING SHALL BE SPRINKLERS, FIRE DETECTORS,AND FIRE ALARM COMMUNICATION 2. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION.ADJUST AND GA GAUGE W 1. DESIGN, FURNISH AND INSTALL THE FOLLOWING WORK ON A DELEGATED SEPARATE FROM OTHER TENANT SPACES OR AS DIRECTED BY BUILDING DEVICES DURING CONSTRUCTION. REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER GD GARBAGE DISPOSAL r DESIGN BUILD BASIS: MANAGEMENT. 2. VERIFY FIRE EXTINGUISHER LOCATIONS WITH THE FIRE MARSHAL. LOCATE INSTALLATION AND OPERATION. GL GLASS Z A. STRUCTURAL 7. VERIFY EXISTING CONDITIONS. PROVIDE ALTERATIONS TO EMERGENCY FIRE EXTINGUISHERS IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW,AND 3. RELITES TO BE CLEANED AND PROTECTED FROM PAINT OVERSPRAY. GYP GYPSUM W V B. METAL STUDS FOR WALLS, SOFFITS AND CEILINGS EXIT LIGHTING AND ACCESS PATHWAY LIGHTING PER APPLICABLE CODES SPACED A MAXIMUM OF 75 FEET APART MEASURED ALONG PATH OF HDW HARDWARE U C. MECHANICAL HVAC AND STANDARDS. TRAVEL.VERIFY EXTINGUISHER CAPACITY TO PROVIDE NO MORE THAN Z D. PLUMBING 8. FIELD REVIEW LOCATION OF ALL WALL MOUNTED POWER AND DATA ONE EXTINGUISHER FOR EVERY 3,000 SQUARE FEET OF FLOOR AREA. PAI NT AND STAIN HR HOUR (n W E. FIRE PROTECTION BOXES AND MUD RINGS WITH THE TENANT BEFORE INSTALLATION OF 3. PROVIDE SMOKE DETECTORS PER APPLICABLE CODES. HT HEIGHT ILA 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING JAN JANITOR 4. PROVIDE EXIT SIGNS AND ILLUMINATION IN ACCORDANCE WITH THE uj F. ELECTRICAL LIGHTING AND POWER CONDUITS AND WIRING. SPECIFICATIONS,APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE LAM LAMINATE Z N G. LOW VOLTAGE 9. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT(INCLUDING THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. REFER TO SUBSTITUTION FOR APPROVAL TO ARCHITECT. H. MODIFICATIONS TO EXISTING FIRE ALARM TELEPHONE SWITCH, COPIERS,COMPUTERS, ETC.)WHEN NOTED ON THE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 2, CONFORM TO THE REQUIREMENTS OF THE"ARCHITECTURAL LAV LAVATORY Ln Lu � 2. SUBMIT DELEGATED OR DEFERRED DESIGN ITEMS FOR REVIEW AND CONSTRUCTION DOCUMENTS. SPECIFICATIONS MANUAL"(AWS) FOR PAINT SYSTEMS. LATEX PAINT:AWS LF LINEAL FEET, LINEAR FOOTAGE APPROVAL BY OWNER AND ARCHITECT PRIOR TO CONSTRUCTION. 10. VERIFY EXISTING SWITCHING WITH TENANT AND BUILDING "SYSTEM 3-B"CUSTOM"(2 COAT)GRADE LIGHT COLOR PAINT FINISH AND MDF MEDIUM DENSITY FIBERBOARD Q O 3. PROVIDE DRAWINGS AND SPECIFICATIONS AS REQUIRED BY THE MANAGEMENT. PROVIDE ALTERATIONS PER DRAWINGS, UNLESS NOTED LATEX PAINT:AWS SYSTEM 3-B"CUSTOM"(2 COAT)GRADE DEEP TONE MECH MECHANICAL _ m N w AUTHORITY HAVING JURISDICTION (AHJ)FOR PERMITTING PURPOSES OTHERWISE. 1. DISMANTLE AND REMOVE ALL ITEMS NOT SCHEDULED TO REMAIN OR TO PAINT FINISH ON GYPSUM BOARD SURFACES. m N 4. CONFORM WITH THE APPLICABLE BUILDING CODES-AND OTHER STATE 11. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE BE REUSED AS A PART MFR MANUFACTURER m OF NEW CONSTRUCTION. COORDINATE SALVAGE 3. PREPARE ALL PAINTED SURFACES IN STRICT ACCORDANCE WITH V) �_ Ol � AND LOCAL CODES AS REQUIRED. REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. OF MATERIALS/ITEMS WITH TENANT. MANUFACTURER'S SPECIFICATIONS. MIN MINIMUM J Z 5. INFORMATION FROM OTHER TRADES(STRUCTURAL, MECHANICAL, COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 2. REMOVE ALL UTILITIES(WIRING, CONDUITS,SWITCHES, ELECTRICAL 4. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. MISC MISCELLANEOUS J > O 0 ELECTRICAL, PLUMBING, ETC)ON THESE DRAWINGS IS PROVIDED FOR 12. PROVIDE MUD RINGS FOR DATA AND COMMUNICATION AS SHOWN ON BOXES, EQUIPMENT, PIPING, FIXTURES, ETC.)AND OTHER BEFORE APPLYING FINISH. MTL METAL REFERENCE ONLY.VERIFY REQUIREMENTS OF BUILDING MANAGEMENT THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM APPURTENANCES FROM EXISTING CONSTRUCTION SCHEDULED FOR 5. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, MW MICROWAVE O Ln d O I= Lu AND TENANT. NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DEMOLITION. DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINTADJOINING NIC NOT IN CONTRACT DATA CABLE CONFIGURATION WITH THE TENANT. 3. REMOVE ABANDONED UTILITY FEEDS AND CONDUITS BACK TO THE OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT NTS NOT TO SCALE U m V' Lu Y 13. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS CONNECTION TO THE MAIN SUPPLY. OVERLAPPING. AND SHALL BE COORDINATED BY THE BUILDING MANAGER. OC ON CENTER ILA PLUMBING 4. REMOVE HANGERS, SUPPORTS, BRACES OTHER 6. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN,VARNISH, OH OVERHEAD 14. REUSE EXISTING ELECTRICAL OUTLETS WHEREVER PRACTICAL, UNLESS FROM WALLS AND CEILINGS SCHEDULED FOR DEMOLITION. ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT 1. INSTALL PLUMBING FIXTURES PER APPLICABLE CODES. FIXTURES AND NOTED OTHERWISE. 5. REMOVE EXISTING FLOOR FINISH THROUGHOUTTHE WORK AREA, EXCEPT SPECIFIED TO RECEIVE SAME. OPNG OPENING APPLIANCES SHALL MEET REQUIREMENTS OF JURISDICTION AND 15. PROVIDE NEW ELECTRICAL OUTLETS PER POWER AND DATA PLAN. AS NOTED. 7. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION PTN PARTITION LICENSING AGENCIES. 16. MOUNT NEW ELECTRICAL DEVICES AT HEIGHTS CONFORMING TO ADA. 6. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING OF WORK BY OTHER TRADES. RCP REFLECTED CEILING PLAN REVISION DATE REASON FOR ISSUE 2. FIXTURE CLEARANCES, MOUNTING HEIGHTS AND CONTROLS SHALL 17. GANG MULTIPLE DEVICES WHERE THEY OCCUR IN A SINGLE LOCATION. SHELL/STRUCTURE. CEASE OPERATION AND NOTIFY OWNER REF REFERENCE COMPLY WITH ADA. 18. BACK-TO-BACK ELECTRICAL DEVICES ARE NOT PERMITTED. OFFSET IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. DO NOT -"" 3. PROVIDE SUPPLY,WASTE AND VENT LINES,VALVES, FITTINGS, ETC. ELECTRICAL DEVICES AT LEAST ONE STUD BAY MINIMUM AS REQUIRED CASEWORK REFR REFRIGERATOR REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND RR REST ROOM REQUIRED FOR PLUMBING FIXTURES, MECHANICAL FIXTURES AND FOR ACOUSTICAL CONTROL. AUTHORIZATION BY A STRUCTURAL ENGINEER. APPLIANCES, ETC. 19. PROVIDE GFI OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM 7, PORTIONS OF WALLS SCHEDULED TO REMAIN MAY BE DEMOLISHED AND 1. NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI SCHED SCHEDULE 4. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER SINKS REPLACED WITH NEW AT THE CONTRACTOR'S OPTION PROVIDED "PREMIUM"STANDARDS, UNLESS NOTED OTHERWISE. SD SOAP DISPENSER BUILDING STANDARD, UNLESS OTHERWISE NOTED. 20. COORDINATE CONSTRUCTION SCHEDULE WITH FURNITURE VENDOR FOR QUALITY IS ACHIEVED WITHIN PROJECT BUDGET. 2. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL SHWR SHOWER 5. PROVIDE HOTAND COLD WATER TO SINKS/DISHWASHERS AS THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW 8, PATCH, RESTORE, OR OTHERWISE RECONSTRUCT AREAS DAMAGED OR CABINET PULLS, U532D FINISH,AND CONCEALED DOOR HINGES, SHELF SIM SIMILAR APPLICABLE. FURNITURE. EXPOSED DURING DEMOLITION TO MATCH ADJACENT SURFACES. HARDWARE,AND OTHER REQUIRED ITEMS, UNLESS NOTED OTHERWISE SS STAINLESS STEEL 6. INSTALL NEW WATER HEATERS WITH DRIP PAN CONNECTED TO WASTE 21. COORDINATE LOCATION OF ELECTRICAL DEVICES WITH FURNITURE 9. RELOCATE OR DEMO EXISTING LOUDSPEAKERS, SMOKE DETECTORS,AND IN ELEVATIONS/DETAILS OR PER BUILDING STANDARD LINE.VERIFY LOCATIONS WITH BUILDING MANAGEMENTAND VENDOR. 3. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED STD STANDARD MOTION DETECTORS ER NECESSARY. GC TO CONFIRM NEW LOCATION FROM WILSONART, NEVAMAR,AND FORMICA, UNLESS NOTED STL STEEL INSPECTORS. 22. COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO WITH BUILDING OWNER AND TENANT PRIOR TO DEMOLITION. INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING 10. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW OTHERWISE. LAMINATE TO BE GENERAL-PURPOSE GRADE .050-INCH STOR STORAGE _ LOCATIONS,J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED WALL CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. HORIZONTAL AND .030-INCH VERTICAL. STIR STAIR,STAIRS REQUIREMENTS. 4. PROVIDE POLYESTER OVERLAY INTERIOR CABINET SURFACES AND TEL TELEPHONE 23. REUSE ALL EXISTING BUILDING STANDARD LIGHTING FIXTURES AS SHELVES, UNLESS NOTED OTHERWISE. THK THICK PRACTICAL, IN ACCORDANCE WITH REFLECTED CEILING PLANS AND TO FIRE RATED CONSTRUCTION 5. FINISH SHELF WITH VINYL SHELF EDGING, UNLESS NOTED OTHERWISE. TYP TYPICAL MEET ENERGY CODE REQUIREMENTS. PROVIDE NEW LAMPS AND REPLACE UNO UNLESS NOTED OTHERWISE v FAULTY BALLASTS. 1. PROTECT AND SEAL PENETRATIONS ANDJOINTS AT FIRE RATED SIGNAGE N CONSTRUCTION. MATCH THE FIRE-RESISTIVE RATING OF THE ASSEMBLIES VERT VERTICAL BEING PENETRATED. CONFORM TO THE REQUIREMENTS OFTHE VFY VERIFY ° PROTECTION AND CLEANING 1. PROVIDE SIGNAGE AT EACH EXIT ACCESS DOORWAY AND AT EXIT PROJECT NOTES AUTHORITY HAVING JURISDICTION. DISCHARGE IN ACCORDANCE WITH THE REQUIREMENTS OFAPPLICABLE VIF VERIFY IN FIELD 2. FIRE RATED ASSEMBLIES: SEAL JOINTS, PENETRATIONS,AND VNR VENEER E 1. PROVIDE SUITABLE BARRIERS TO CONTROL DUST AND DEBRIS,AND TO INTERSECTIONS WITH FIRE CAULKING CODES AND STANDARDS. 02. PROVIDE CODE-REQUIRED'IN CASE OF FIRE...'SIGNAGE AT ELEVATOR W/ WITH v PROTECT PASSERS-BY DURING CONSTRUCTION. REMOVE TEMPORARY 3. RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS SHALL MEETTHE `w BARRIERS AT COMPLETION OF CONSTRUCTION AND RESTORE THE CALL STATIONS-SEE INTERIOR ELEVATIONS. W/H WATER HEATER REQUIREMENTS OF THE LISTING SOURCE. INSTALL ALL MATERIALS IN 3. PERMANENTLY IDENTIFY FIRE RATED CONSTRUCTION CONCEALED BY AFFECTED AREAS TO THEIR PRE-CONSTRUCTION CONDITION STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE W/O WITHOUT Y 2. MAINTAIN THE PREMISES AND THE JOBSITE IN A NEAT, ORDERLY LISTING SOURCE, INCLUDING BUT NOT LIMITED TO:STUD GAGE AND ACCESSIBLE FLOORS OR CEILINGS AS REQUIRED BY APPLICABLE CODES WC WATER CLOSET Z CONDITION.AT THE END OF EACH WORK DAY LEAVE THE SITE FREE FROM SPACING, FASTENER SIZE AND SPACING,ORIENTATION OF GYPSUM AND STANDARDS. WD WOOD ° ACCUMULATED WASTE MATERIALS AND RUBBISH. REMOVE CRATES, 4. PROVIDE SIGNAGE ABOVE THE MAIN EXIT DOOR: "THIS DOOR TO REMAIN PERMIT SET m WALLBOARD, OFFSETS OFJOINTS BETWEEN ADJACENT LAYERS OR UNLOCKED WHEN BUILDING IS OCCUPIED"AS REQUIRED BY APPLICABLE CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM OPPOSITE SIDES OF WALL, BRIDGING,AND CROSS BRACING. r THE WORK AREA AT THE END OF EACH WORKING DAY. CODES AND STANDARDS. Un 3. CLEAN PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES,AND SIMILAR N SPACES,AND LEAVE THEM FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. DATE PROJECT NUMBER 0 4. UPON COMPLETION OF THE WORK,THOROUGHLY GLEAN THE PREMISES N01 /14/20 204160 AND WASH THE INSIDE OF ALL WINDOWS AND MAKE THE SPACE w OTHERWISE READY FOR OCCUPANCY. SHEET NUMBER 0 5. REMOVE, PROTECTAND STORE ALL EXISTING WINDOW TREATMENTS a SCHEDULED FOR REUSE. CLEAN TO LIKE-NEW CONDITION PRIOR TO a REINSTALLATION. • ' , V a 0 1�� ARC N 11 !� N N TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT FOR OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SERVING ACCESSIBLE LAVATORIES.*** MIC AEL, G AT Yr MAXIMUM 0.5 INCH 2 INCH 5 INCH 6INCH 9INCH 11 INCH ***IN WASHINGTON,ALSO APPLIES TO 4"MAX v a 00 REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) CLEANSING PRODUCT DISPENSERS AND PO LAND, OREGON DISPOSAL FIXTURES ] No. 5725 MAXIMUM 48 INCHES 461NCHE5 421NCHE5 401NCHE5 361NCHE5 341NCHE5 REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) CENTERED 9?� �F Og� HIGHEST IF ADDITIONAL BOTTLE FILLING ON TACTILE @ PULL OPERABLE PART STATION IS PROVIDED,ALL z CHARACTERS CLOSET HIGHEST HIGHEST \ OPERABLE PARTS TO BE 48" ROD HANDLE OPERABLE PART OPERABLE PART \ MAX O - i I MEN z Q R.H. 17"MIN NOT IN 45 N F.E.C. ❑❑ ffa �- - �}- u PICTOGRAM L _I_ ] _ _ J Z � �¢ LOWEST O w FIELD z '� 18"O LOWEST PART W w 3 m A D V Q m m w F m Z m v=i m LL or[ Q G w w Z w w a z RAISED MIN o v N z ,'� N w "' ,W N p G ^ m m CHARACTERS TO BE 5/8"-2" Q X Z N 'v a N m o 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDING SIGNAGE CLOSET ROD LIMITS OF PROTRUDING PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK HAND DISPENSER/ MOUNTED DISPENSER DISPENSER *35"MAX WHEN DRINKING HEIGHT ELEVATION OBJECTS 1505 5TH AVE, SUITE 300 BOX &COMMUNICATION DRYER TRASH SEAT COVER FOUNTAIN DRINKING SEATTLE,WA 98101 RECEPTACLE DISPENSER MIRROR IS NOT OVER FOUNTAIN LAVATORY OR CABINET 206.576.1600 MOUNTING HEIGHTS 1014 HOWARD STREET SAN FRANCISCO, CA 94103 PUBLIC SPACES 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES 7 DOOR MOUNTED -SIGNAGE(TYP.) Z NOTE: PICTOGRAM AND/OR LETTERING 60"MIN t �� REQUIRED ON DOOR-MOUNTED SIGNAGE E NOT INSULATE ROBE HOOK 42"G.B., 39"-41" MEN UNISEX DOOR-MOUNTED SIGNAGE Q WATER SUPPLY FLUSH SIDEWALL 5'-0" MAX J AND DRAINPIPES 54 MIN AFF VALVE - 14"MIN 6"MAX z � WALL MOUNTED SIGNAGE TO 36"MIN z 12" 42"MIN 25" MEN BE LOCATED ON LATCH SIDE OF g ;0 17"MIN le EDOOR CLEAR OF DOOR-SWINGi6�- 11/2" Iz m MIN MAX RESTROOMS e 4'-0" MIN MEN 1 Z u Y D v '� WALL -SIGNAGE(TYP.) LETTERS AFF ,y " m - z '� z RAISED 1/32' z W x n p i Z o, u`� i z m ug HE OF z _ g z N p m g m z z c^v �^ Q H " ry `' LETTERING 5/8" N " a g °r o °r O g . MIN TO 2" MAX. MEN TOILETSEAT 1� T.P.D. °o0 W 8"MIN ACCESSIBLE URINAL T.P.D. 7 9 ACCESSIBLE ACCESSIBLE UPPERCASE f ' U 6"MAX COVER DISPENSER 16"- 18"MAX 42"MAX DRINKING FOUNTAIN WORKSPACE CHARACTERS U w ACCESSIBLE 11"MIN TOE CLEAR CONTROLS TO BE '�---�- CORRESPONDING Ln WALL-HUNG LAVATORY *OR T.O. COUNTER, WHICHEVER IS HIGHER ON OPEN SIDE GRADE& BRAILLE - ACCESSIBLEW RESTROOM ELEVATION DETAILS TOILET STALL tZ W PER ICC Al 17.1 CHAPTER 60 Q 0 Ln m N DO m N LLJ rn of Cl_ J z o O � o L� o Of _ � < uj U\ ,<" w U41 / 0 (— REVISION DATE REASON FOR ISSUE m L N O N N ACCESSIBILITY L E 0 L cu v Y z m PERMIT SET 0 L 0 _ N 0 o DATE PROJECT NUMBER 01 /14/20 204160 SHEET NUMBERY d 0 L > 1 1 GENERAL NOTE: SOME DETAILS ON THIS SHEET MAY NOT APPLY TO THIS PROJECT. ¢_ c IN IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED, �D m N THEN 59" MIN. 56" IS FOR WALL MOUNTED TOILET IN A PARALLEL APPROACH COMPLYING WITH COUNTER 34" MAX TO FOR ADA COMPLIANCE AT CJ� SECTION 305 SHALL BE PERMITTED TOA PROVIDE OUTLETS LEAST 5055 OF SHELF1� STALL OR FLOOR MOUNTED TOILET NOT IN A STALL V MIC AEL G AT G� o KITCHEN SINK IN A SPACE WHERE A COOKTOP WITHIN REACH RANGE SPACE IN CABINETS SHALL REMOVABLE CABINETRY IS / � C OR CONVENTIONAL RANGE IS NOT PROVIDED ALLOWABLE EQUIP.AREA URINAL/ .7 00 BE WITHIN REACH RANGE TOILET ALLOWED BELOW SINK WITH CLEARANCE BETWEEN ALL OPPOSING BASE KITCHEN APPLIANCE NO SHARP SURFACES LAVATORY KNEE AND TOE CLEARANCE IN PO LAND, OREGON CABINETS,COUNTER TOPS,APPLIANCES, OR CLEARANCES CLEARANCE OFFSET FAUCET TO COMPLY 160-18" 30 15^ RESIDENTIAL DWELLING UNITS �jia No. 55725Q 0' WAILS WITHIN KITCHEN WORK AREAS PER ANSI WITH NSUANSI LATE WATER 309 - LAVATORY T SIDE WALL ONLY. ASE UNDER EXTEND FLOORING AND 9f OF �,y�� (WITH KNEE SUPPLY EQ EQ l I CLEARANCE) CABINETRY. CABINETRY TO HAVE WALL MOUNTED BIKE REFR. SPEC AND DRAINPIPES r - - -I FINISHED END PANELS RACKS PER SPEC 30"X48" CLEAR TO MEET t I NOTHING I I 0 I FLOORSPACE w o ANSI Al 17.1 C T I ALLOWED I 1 NOTE: IF VANITY COUNTERTOP DRINKING n n = O SEC. 804.5.6 _� �_ I 1 I = I _ SPACE IS PROVIDED IN NON- WITHIN -i r: L - FOUNTAINS w O I I I a 8" v ^ CL TOILET I I I I ACCESSIBLE DWELLING OR Y 9 - - , 4 I I o vz- MIN N I CLEARANCE I I I I SLEEPING UNITS WITHIN THE r - - - - , r - - - IA lkTM I SAME FACILITY, EQUIVALENT I I I g, 5%OF BIKE RACKS TO BE :11 Ankrom o I I �- `� u S " I VANITY COUNTERTOP SPACE IN L — _ — J L — — — — J o %� I I I I - TERMS OF SIZE AND PROXIMITY Y 0 (� L IJ I TO THE LAVATORY SHALL ALSO BE I ACCESSIBLE. FLOOR ` �� • 30" I 48" 11" 6" 30" 60"MIN 30" 30" PROVIDED TO ACCESSIBLE UNITS ^ 1 FLOOR SPACE ON ONE z w O MOUNTED WITH CLEAR l a LL L - - - - - - - J ACCESSIBLE a CL O SIN 30" MIN MIN MIN CLEAR p 38 NORTHWEST DAVIS, SUITE 300 z ¢ w if I REFRIGE TOR *- KITCHEN SINK SIDE OUTSIDE L — — — — J IF THERE ISA SIDE WALL 56" OR GREATER,THEN PROVIDE z PORTLAND, OR 97209 3 u KNEE&TOE CLEARANCE i i DISHWASHER REINFORCEMENT FOR A WALL MOUNTED GRAB BAR. IF NO FOOTPRINT OF BIKE I H 503.245.7100 NO CABINET ALLOWED IN - L J L J 0 KNEE CLEARANCE WALL OR WALL IS LESS THAN 56" IN LENGTH, PROVIDE ll V REINFORCEMENT FOR PULL DOWN GRAB BAR. IF SIDE WALL 1505 5TH AVE, SUITE 300 *CFS CAN BE OFFSET UP TO 24" FROM IS 24"TO 54' PROVIDE BOTH SIDE WALL REINFORCEMENT FRONTAPPROACH ACCESSIBLE BIKE PARKING SEATTLE,WA 98101 CENTERLINE OF APPLIANCE PER A117.1 AND REINFORCEMENT FOR PULL DOWN GRAB BAR 206.576.1600 BREA �prcVVILS DETTURNINGCIRCLEORT-SHAPEDTUWHEREVER TURNING SPACE IS QRNINGSPACEMAYBEUSED RESTROOM PLAN DETAILS MISC. PLAN_ DETAILS RED, EITHER 5' DIAMETER 1014 HOWARD STREET SAN FRANCISCO, CA 94103 PUBLIC SPACES PER ICC A117.1 SECTIONS 604, 605&606 415.252.7063 PUBLIC SPACES ©ANKROM MOISAN ARCHITECTS, INC. WHEELCHAIR CLEAR FLOOR T-SHAPED TURNING SPACE SIDE REACH DIAGRAMS FORWARD REACH DIAGRAMS SPACE&CLEAR AREA REQUIRED TURN-CIRCLE BEYOND DOOR SWING 20"MAX 20"-25"MAX 30" - - 60^ BARRIER PREVENTS / / \\ PASSAGE OF 4" \ - - - - - - - - - - - SPHERE WITH ANY 1 PORTION WITHIN \ '/ 4" OF FLOOR 60„ M Z I � \ s ^DIA \ / L r \ / r — 7c - - - BARRIER L - J 10"-24"* 10" 10" MAX MAX MAX ADA- FLOOR LEVEL TRANSITIONS 0 3 FRONT HINGE CHANGES IN FLOOR o W APPROACH- APPROACH- HINGE m LEVEL / - - \ o PULL 51DE FRONT PULL SIDE APPROACH - LATH In- - - - - APPROACH - r - - - -5- - - - - - , PULL SIDE HINGE APPROACH - z PUSH SIDE Z ' APPROACH - PULL SIDE W \ / \ / \ r - - - - - - - � V z n PUSH SIDE - - r --, <�J V Z I z I � J Lu g \ / 60"MIN / 60"MIN z_ < z g S z ~ Z 60"MIN z W z U1 g \ _ - \3E 7:3 - _ / / / 18"MIN 1 36"MIN 42"MIN 1 I22"MIN U"MIN 24"MIN ; N CHANGES IN FLOOR / / / \ / w LEVEL \� _ � � - - - - - - - - - - - - - - - - `Q m 0 N Ln S 00 DO m N Lu Lu MANEUVERING CLEARANCE AT MANUAL * DOORS WITH BOTH LATCH &CLOSER (n CL SWINGING DOORS ** 48" MIN. IF NO CLOSER IS PROVIDED - ***42" MIN. IF NO CLOSER IS PROVIDED RECESSEDO l>/1 Q 0 DOORS- PULL SIDE RECESSED RECESSED DOORS- DOORS WITHIN THE RESIDENTIAL UNIT BIFOLD DOORS WITHIN THE RESIDENTIAL SLIDING DOORS WITHIN THE FRONT = O W LATCH INTENDED FOR USER PASSAGE UNIT INTENDED FOR USER RESIDENTIAL UNIT INTENDED FOR USER APPROACH POCKET OR STOP OR r - - - - - - - - DOORS- PUSH SIDE WITH � <Q Lu HINGE LATCH PUSH SIDE CLOSER AND LATCH V rn V' APPROACH- AND>24" DEEP CLOSET PASSAGE AND>24" DEEP CLOSET PASSAGE AND>24" DEEP CLOSET ( O _ PUSH SIDE APPROACH APPROACH - - - - (I) F- E: > w a o I rz> < -1 a 0 w a O O Op z z_ z 18"MIN z z 1 O o o O O p O I 1 1 1 $ I 1 1 1 REVISION DATE REASON FOR ISSUE o LL i 12"MIN* 24"MIN O O Ow 22"MIN 24"MIN x x I x 32"MIN 32"MIN 32"MIN LR OPENING CLR OPENING CUR OPENING — MANEUVERING CLEARANCE AT SLIDING& FOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS ACCESSIBLE TOILET STALL CLEAR APPROACH FRONT PARTITION REFER TO ACCESSIBLE ROUTE GENERAL NOTES: MINIMUM STALL WIDTH 1.THE SPACE BETWEEN THE GRAB BAR AND DIMENSIONS PER PROJECTING OBJECTS BELOW AND ATTHE ENDS OF ICC A117.1 36"MIN THE GRAB BAR SHALL BE 1 1/2" MIN.THE SPACE SECTION 604.9.2 BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. 32"MIN v 4"MAX OR56"MIN ACCESSIBILITY E 2. OPERABLE PARTS SHALL BE OPERATED WITH ONE v° HAND AND SHALL NOT REQUIRE TIGHT GRASPING, N PINCHING,OR TWISTING OF THE WRIST.THE FORCE 36"MIN N Y REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE z z 5.0 POUNDS(22.2 N) MAXIMUM. 2 -ObA `5 CLEAR DIMENSIONS PERMIT SET 3.THESE PICTOGRAPHS DO NOT DESCRIBE ALL m CONDITIONS WHICH MAY BE ENCOUNTERED IN THE MEASURED AT TRIM OR FIELD. VERIFY QUESTIONS WITH ARCHITECT OTHER ITEMS THAT in RESTRICT CLEARANCE 0 N O BUILDING CLEARANCES LEGEND DATE PROJECT NUMBER H 01 /14/20 204160 SHEET NUMBERY ° PER ICC A117.1 CHAPTER 4--ALL DETAILS MAY NOT APPLY TO THIS PROJECT GENERAL NOTE: SOME DETAILS ON THIS SHEET MAY NOT APPLY TO THIS PROJECT. lJ a ARC IN FIRE & LIFE SAFETY NOTES MIC AEL GREAT N00 / 1 . MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, PO LAND, OREGON SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING jA No 5725 p SPACE IS SERVED BY THE MEANS OF EGRESS OF C30 OCCUPIED. 2. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF IA ItTM FEC 2,G A POWER FAILURE, THE EMERGENCY POWER SYSTEM �o SHALL PROVIDE POWER FOR A DURATION OF NOT 9xl LESS THAN 90 MINUTES AND SHALL CONSIST OF 9� STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON- L415.252.7063 NORTHWEST DAVIS, SUITE 300 °ss EXPANDED ND, OR 97209 s, WAREHOUSE SITE GENERATOR. THE INSTALLATION OF THE .7100 c-08 EMERGENCY POWER SYSTEM SHALL BE IN Q OCC.GROUP ARFA ACCORDANCE WITH THE BUILDING CODE. H AVE, SUITE 300 S2 1051 E,WA 98101 LE) RR RR ® LD Sop R OCCLOAD 3. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE .1600 c-10 c- 9 EXPANDED WITH CHAPTER 3 OF THE BUILDING CODE USE AND BREAK RM OCCUPANCY CLASSIFICATION. A BUILDING OR WARD STREET TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH NCISCO, CA 94103 EXPAN EXPANDED c-os .7063OFFIC � OFFI E AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR OM MOISAN ARCHITECTS, INC. C-07 FC-061 occ.Bouv 262 AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS OCC GROUP 107 I OCC.GROUP AREA LOAD15CTOR oc18AD AN ACCESSORY TO THE PRIMARY OCCUPANCY OF LOA150 Oa OCC..LOAD I B 115 LOAD FACTOR ocC.LOAD THAT BUILDING, IN ACCORDANCE WITH THE BUILDING 150 1 � CODE. I C v (E) OFFICE c-o4 OCC.GROUP AREA 'i T = = :T = = 9F = = 9F 1 B 184 I II II II II ;o L0150 OCC.2LOAD II II II II FIRE & LIFE SAFETY SUMMARY z OPEN L — — =L — — AL = — AL — — J TRAVEL DISTANCES FOR OFFICE OFFICE _ _ _ _ _ _ E OFFICE J C-03 MAXIMUM COMMON PATH OF TRAVEL: 40'-11" occ.BouP 1025 II II II II occ.BouP 185 m LOAD FACTOR OCC LOAD I LOAD fACTOR OCC.LOAD _--- FIXED 11 150 2 MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 66-10" i II II i II II II (E) CON MAXIMUM ALLOWED DEAD-END CORRIDOR: 75'-0" Lu L — = =tL =[L J RM Z FC--0-21 OCC.GROUP AREA EXIT ACCESS FOR OFFICE W u B 281 LOAD , FACTOR OC LOAD 15 19 Z EXIT OR EXIT ACCESS B OCCUPANCY(SPRINKLERED)=2 EXITS IF V) w ®(E) DOORWAYS: OCCUPANT LOAD EXCEEDS 49 Ln W N �_ j EXIT OR EXIT ACCESS (SPRINKLERED)NOT LESS THAN ONE-THIRD Q 0 CONFIGURATION: THE LENGTH OF THE MAXIMUM OVERALL M L/) N N DIMENSION OFTHE AREA SERVED. m r4 Lu J z O O v FLS PLAN - LEVEL 1 = Q N PROJECT V L7 w FIRE & LIFE SAFETY LEGEND NOT IN CONTRACT(NIC) SYMBOLS.& ELEMENTS DISTANCE AND SEPARATIONS REVISION DATE REASON FOR ISSUE Z DIRECTIONAL EXIT SIGN DOUBLE #'-#" MAXIMUM DIAGONAL PATH OF EGRESS MIN. EXIT SEPARATION (1/3)=#'-W ® DIRECTIONAL EXIT SIGN SINGLE _ _ EXIT SEPARATION DISTANCE=#' -#"_ MIN. REQUIRED-=T-;-#" — _ ® EXIT SIGN AT DOOR FEC FIRE EXTINGUISHER CABINET PATHS z (MATCH BUILDING STANDARD) COMMON PATH OF EGRESS TRAVEL DISTANCE_cu - - — — — — — — — — — — — — — — - - -� DO MAX.ALLOWABLE 356 OCCUPANT LOAD _ EXIT ACCESS TRAVEL DISTANCE TOTAL PER FLOOR ~ MAX.ALLOWABLE _#'-#" OCC.GROUP AREA LIFE SAFETY ROOM SUMMARY TAG B* X OCCUPANT AREA(SF) i LOADiA DOC U _ OCCUPANT LOAD Xly OCCUPANCY OCCUPANT LOAD FIRE AND LIFE 0 6U DOOR TAG-TYPICAL SAFETY PLAN FIRE RATING v a Y Z m PERMIT SET 0 r 0 N O v DATE PROJECT NUMBER H 01 /14/20 204160 SHEET NUMBERY 0 L a 1 cc A1 ll � $DCrn N MIC AEL GPyEAT 00N PO LAND, OREGON No. 5725 (t A4.01 9TH OF 0V \ \ REFER TO CURRENT STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA)TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48" O.C. SECTIONS IN INTERIOR APPLICATIONS(5 PSF)WITH \ \ / DEFLECTION LIMIT OF U240 FOR GYPSUM APPLICATIONS. L-40 TO BE UTILIZED WHEN RIGID MATERIALS \ y SUCH AS PLASTER OR TILES ARE APPLIED. 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM BOARD ON BOTH IA ItTIVI FRAMING, INSULATION FRAMING, SIDES WITH#6 TYPE S DRYWALL SCREWS SPACED AT 12" O.C. MAX FOR STUDS AT 24"SPACING AND 16" AND FINISH MATERIALS INSULATION,AND O.C. MAX FOR STUDS AT 16"SPACING. Ankrom Moisan (OR MASONRY)TO FINISH MATERIALS 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING OR STRAPPING DECK ABOVE TO UNDERSIDE OF ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT 48"O.C. SECTION VALUES. CEILING LSEATTLE, THWESLSTREET E 300 ND, O .7100 CEILING WIRE ATTACHMENT H AVE, CONSTRUCTION TYPE FASTENER E,WA WOOD 1/4"x 3"SCREW EYES .1600STEEL DECK PRE-DROP WIRES, CMI DC 1 OR DC 2-1/4" METAL DECK SCREW EYES. OWARDPOST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. ANCISCPOURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HITANCHORS. .7063OM MTECTS, INC. NOTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY WITH AUTHORITY HAVING JURISDICTION FULL-HEIGHT WALL ASSEMBLY WALL ASSEMBLY BRACED AT CEILING z r V ASSEMBLY CONFIGURATION ASSEMBLY FRAMING SCHEDULE z 0 J m W VARIES 5/8" GYPSUM WALLBOARD NON-STRUCTURAL METAL STUDS W/ INSULATION W U 5/8"GYPSUM WALLBOARD V ' z H L Lu D zLn ul Ln B > w Q O Ln m Ln m m N mB# Ln 2 NON-RATED ASSEMBLY J z oc FIRE RATING: 0 HOUR U O Ln w 2 � < N V m LLJ � o � REVISION DATE REASON FOR ISSUE L V N N v INTERIOR WALL E ASSEMBLIES v v Y Z m PERMIT SET 0 L V 0 N O o FAT7E PROJECT NUMBER 20 204160 u SHEET NUMBERY N 0 a AO , 20 N rq N �OtD 00 N DEMOLITION PLAN NOTES DEMOLITION RCP NOTES MIC AEL G AT - a C 1. REFER TO PROJECT NOTES FOR INFORMATION NOTES APPLICABLE TO ALL 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OF WORK. 00 PORTIONS OF WORK. 2. EXISTING LIGHT SWITCH LOCATIONS TO REMAIN IF POSSIBLE. RELOCATE Po LAND, OREGON 2. SALVAGE ALL DOORS AND GLAZING TO BE REMOVED FOR POSSIBLE W/OWNER IF REQUIRED DUE TO DEMOLITION OF WALL. �� No. 5725p STOCK.BUILDING 3. REMOVE ALL FLOORING, BASE,AND ACCOMPANYING ADHESIVES 9J� OF THROUGHOUT. PREP FLOOR FOR NEW FINISHES; REFER TO FINISH SCHEDULE. 4. REPAIR DRYWALL WHERE NEEDED THROUGHOUT WAREHOUSE. 03-04 ' DEMOLITION PLAN LEGEND DEMOLITION RCP SYMBOLS. IA ItTM 03-05 Ankrom Moisan 01-08 NOT IN CONTRACT(NIC) NOT IN CONTRACT(NIC) 01-06 01-06 - - - I - - - Z - - - _ - - - I - - - I - - - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 L / Q - I \ A 03-06 EXISTING TO REMAIN EXISTING TO REMAIN 503.245.7100 (0 1-0- 103 01-03 I 01-OS 01-04 01-04 c 01-06 03-03 03-03 03-03 p - -- - - - 1505 5TH AVE,SUITE 300 DEMOLISH SEATTLE,WA 98101 DEMOLISH 206.576.1600 1014 HOWARD STREET I - r --- GLASS RELITE I� SAN FRANCISCO, CA 94103 I --- I --03 - - I 415.252.7063 J I EXISTING GYP BOARD CEILING/SOFFIT TO REMAIN -0 IFI ---+- -I+-- --+---+--- ©ANKROM MOISAN ARCHITECTS, INC. \ 01-06 I I I ABBREVIATIONS L 01-06 LL �— r —� --- - (D) DEMOLISH L - J L = _ _ = (E) EXISTING (S) SALVAGE FOR STORAGE.TURN OVER TO OWNER AFTER � EXISTING ACT CEILING TO REMAIN c REMOVAL. 03-01 (SR) SALVAGE FOR REUSE. SEE REFLECTED CEILING PLANS FOR 01-01 / 03-03 NEW LOCATION. r 01-02 01-07 I'" r - � r - � r- r - � F-+---i-i ACT CEILING TO BE REMOVED L __ J L — L __ J L - L1 - - i � z t ^ 01-06 � i 03-01 03-03 LIGHTING FIXTURES z r F--`� r - r - LAY-IN LIGHT FIXTURE 01-06 Fr / L �� j _ L 01-06 01-07 03-01 y LAY-IN LIGHT FIXTURE TO BE REMOVED J M/E/P/F FIXTURES 03-02 --+--- – i JUNCTION BOX II II o1-06 / --- ---�� I--- II w I ___ ___+___ I _ r — -I r ® EXIT LIGHT AC W/ BATTERY BACKUP AND W II II II I� L_—__J L _. J DIRECTIONAL ARROW L --- --+--- - 03-02 L I I I I 03-01 — L -i 03-03 L _ J ABBREVIATIONS W U u (D) DEMOLISH Z (E) EXISTING (n Lu (S) SALVAGE FOR STORAGE.TURN OVER TO OWNER AFTER REMOVAL. ui (SR) SALVAGE FOR REUSE. SEE REFLECTED CEILING PLANS FOR In NEW LOCATION. z 0 uq LEVEL 1 - DEMO PLAN LEVEL 1 - DEMOLITION RCP `" > Of 2 = Ln o 1 1/8"= 1'-0" PROJECT 1/8"= 1'-0" PROJECT ul m m Of v) ;� m n- Jz o 0 O KEYNOTE LEGEND KEYNOTE LEGEND p N 2 OL" 01-01 PATCH, LEVEL AND OTHERWISE PREPARE SUB FLOORING IN 03-01 EXISTING ACT&GRID TO REMAIN. REPAIR ANY DAMAGED OR U m (D W ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. STAINED TILES. YQ 01-02 GRIND, FILL, OR OTHERWISE LEVEL SUBSTRATES TO MEET MAX. 03-02 DEMOLISH EXISTING CEILING TILES, GRID AND(E) LIGHT FIXTURES ALLOWABLE TOLERANCE-1/4'OVER 10' IN ANY DIRECTION. TO EXTENTS SHOWN ON PLAN. NEW EDGE TRIM AT CEILING TO 01-03 CONTRACTOR TO REMOVE EXISTING FLOORING AND PREP FOR NEW. REMAIN TO MATCH EXISTING ADJACENT. SALVAGE LIGHT FIXTURES REFER TO A2,00 FOR FINISHES. FOR BUILDING STOCK. 01-04 CONTRACTOR TO DEMOLISH EXISTING WET WALL FINISH AND PREP 03-03 DEMOLISH EXISTING LIGHT FIXTURES. REFER TO RCP FOR NEW LIGHT REVISION DATE REASON FOR ISSUE FOR NEW. FIXTURES 01-05 EXISTING COUNTERTOP AND BACKSPLASH TO BE DEMOLISHED, DO 03-04 DEMOLISH EXISTING CEILING TILES,GRID AND(E) LIGHT FIXTURES NOT SALVAGE. PREP FOR NEW COUNTERTOP AND BLACKSPLASH. TO EXTENTS SHOWN ON PLAN. NEW EDGE TRIM AT CEILING TO EXISTING CASEWORK FOR UPPER AND LOWER CABINETS TO REMAIN. REMAIN TO MATCH EXISTING ADJACENT.SALVAGE LIGHT FIXTURES CONTRACTOR TO PREP TO REFINISH LAMINATE ON UPPER AND FOR BUILDING STOCK. CONTRACTOR TO VERIFY CEILING CAN OPEN LOWER CASEWORK, REUSE EXISTING FAUCETAND SINK, PROTECT TO STRUCTURE ABOVE FOR WAREHOUSE, REVIEW OPTIONS WITH FROM DAMAGE. OWNER AND ARCHITECT. 01-06 REMOVE EXISTING DOOR AND FRAME WHERE NOTED AS DASHED. 03-05 CLEAN AND DISINFECT ALL HVAC DUCTWORK,VENTS,AND INDOOR SALVAGE DOORS FOR BUILDING STOCK.TYPICAL THROUGHOUT COILS OF HVAC UNITS. SUITE. 03-06 EXISTING SKYLIGHT, PROTECT FROM DAMAGE. 01-07 REMOVE EXISTING RELITE WHERE NOTED AS DASHED.SALVAGE FOR BUILDING STOCK.TYPICAL THROUGHOUT SUITES. LA m 01-08 CLEAN WAREHOUSE FLOOR(ACID WASH). L V O N LEVEL 1 DEMOLITION E PLAN & DEMO RCP v v Y Z PERMIT SET m 0 r ? O N O F01ATE PROJ/14/20 204SHEET NUMBER 160 N Y 0 L a 11 lJ N � �D �c FLOOR PLAN NOTES REFLECTED CEILING PLANS MIC AEL G AT rq eq 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE00 NOTES a WORK. Pi LAND, OREGON 2, REFER TO MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FOR1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. No. 5725 ACCESS DOOR 3. MAXIMUM OFFSET OFIOFLOOR OR LANDING ADJACENTTO DOORS IS 2• EXISTING CEILING TO REMAIN UNLESS NOTED OTHERWISE. 9� , OF 1/2 INCH. BEVEL CHANGES IN LEVEL GREATER THAN 1/4 INCH ATA 3. REFER TO MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FOR SLOPE NOTTO EXCEED 1:2 IN ACCORDANCE WITH ADA/ANSI 303.2 ACCESS DOOR LOCATIONS. EQ. EQ. 4. CENTER SPRINKLER HEADS WITHIN ACOUSTICAL CEILING TILE, UNLESS AND 303.3. NOTED OTHERWISE 4. VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET ACOUSTICAL AND FIRE RATING 5. PROVIDE OCCUPANCY SENSORS FOR ALL OFFICE AREAS LESS THAN 300 07 OF ADJACENT CONSTRUCTION. LEAVE SUCH PATCHED AREAS FLAT SQ. Ff. ENCLOSED BY WALLS OR CEILING-HEIGHT PARTITIONS,AND ALL FEC a NP. AND FLUSH, IN PREPARATION TO RECEIVE NEW FLOOR FINISH AS MEETING AND CONFERENCE ROOMS. 02-01 N N N N N N SCHEDULED. 6. EXISTING LIGHT SWITCH LOCATIONS TO REMAIN IF POSSIBLE. RELOCATE IA ItTM Lp - - -- -- �' W/OWNER IF REQUIRED DUE TO DEMOLITION OF WALL. 02-07 EXPANDED a 5. LOCATE HINGE JAMBS 4" FROM FACE OF ADJACENT WALL, UNLESS Ankrom . NOTED OTHERWISE. WAREHOUSE "' 2 6. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE OF THE DOOR C-o8 N N STRIKE FACE EXTENDING THE FULL WIDTH OF THE DOOR ON 38 NORTHWEST DAVIS, SUITE 300 (E) (E) (E) SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY PORTLAND, OR 97209 IN ACCORDANCE WITH ANSI 404.2.9. U LVT-1 ® ® LVT 1 V L�_1 0 04 03 - 04-06 04-05 b 7. ALL POWER/DATA TERMINATIONS ARE EXISTING UNLESS DENOTED AS 503.245.7100 02-06 REFLECTED CEILING PLAN (E) RR (E) RR 04-03 A4,p1 NEW 1505 5TH AVE, SUITE 300 N 8. LOCATE OUTLETS AND MUD RINGS AT 18"AFF TO THE CENTERLINE, 02 LEGEND SEATTLE,WA 98101 -- UNLESS NOTED OTHERWISE. 02-09 02-04 9. ALL COVER PLATES AND DEVICES SHALL MATCH BUILDING STANDARD 206.576.1600 _5 0404 o FINISH EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, A4.00 B A N N 1014 HOWARD STREET F "HOSPITAL GRADE ISOLATED GROUND"OUTLETS SHALL BE ORANGE NOT IN CONTRACT(NIC) SAN FRANCISCO, CA 94103 � 0 � N WITH A GREEN DOT, " EMERGENCY"OUTLETS SHALL BE RED,AND 02-10 PANDED EXPANDED' EXPANDED N a 6 0 -- -- 415.252.7063 A4.00 "DEDICATED"OUTLETS FOR"CLEAN CIRCUIT' FIXTURES SHALL BE OFFICE ( OFFICE L BREAK RM B A B A GRAY(UNLESS BUILDING STANDARDS DICTATE OTHERWISE).VERIFY ©ANKROM MOISAN ARCHITECTS, INC. C-07 ¢ C-06 ¢ C-05 (E) 02-04 WITH BUILDING MANAGEMENT. EXISTING TO REMAIN 02-02 C-1 O B A ry N N N B C B C 6" 6TYP 6„I L -1 iv 04-01 04-01 0401 OO 0” B C Q EC J N N NEW CONSTRUCTION U U a 02-10 9 04-06 B C g ClN C-1 02-13 _ _ __ _ __ _ __ ALIGN - (E) OFFICE N N N FLOOR PLAN LEGEND T - � - � - � - 9 - C-04 0401 EXISTING WALL TO REMAIN z 02-10 1 11 II 11 11 FB-Fc- � c-o4 0401 ,vn [1 11 11 11 II NOT IN CONTRACT(NIC) C-03 N _ N N N NEW WALL T = = 9F = = -T = _ =F -11 o 11 II II II N E C EXISTING TO REMAIN J 02-08 02-10 03OFFICE� N 04-01 ry N EXISTING GYP BOARD CEILING/SOFFIT 02-1002-10 02-10 N 04-02 N N NEW CONSTRUCTION p = # _ _ _ _ + - = J - 02-14 1 II II OPEN 0406 1 II 11 OFFICE C-02 04-02 N N NEW ACT CEILING(2'X4') EXISTING WALL TO REMAIN li L = - - _ - J C-01 (E) CONE 02-10 W N N C 1 FC-0-21RM _ N 04-01 N NEW WALL EXISTING ACT CEILING(2'X 4') z 02-03 A A LIGHTING FIXTURES z ASSEMBLYTYPE V IV WALLASSEMBLY z02-05 TOP/BASE CONFIGURATION N WNEW 2X4 LAY-IN LED LIGHT FIXTURE. MATCH BUILDING GLASS RELITE STANDARD. uj NEW 2X2 LAY-tN LED LIGHT FIXTURE. MATCH BUILDING ` LEVEL 1 - FLOOR PLAN LEVEL 1 - REFLECTED CEILING PLAN ,0, DOORTAG ® STANDARD. Q 0 1 1/8"= 1'-0" PROJECT 2 1/8"= V-0" PROJECT NEW LED LIGHT FIXTURE W/NIGHT LIGHT/EMERGENCY M�M N n'1 � 01-01 KEYNOTE CIRCUIT. MATCH BUILDING STANDARD. W m N Lu 1 & LINEAR LED PENDANT. CONTRACTOR TO SELECT NEW m a- KEYNOTELEGEND KEYNOTE LEGEND W DUPLEX RECEPTACLE ENERGY EFFICIENT LIGHTW/OWNER. J j O O M/E/P/F FIXTURES O N d 02-01 EXTEND EXISTING TELECOM BACKBOARD WITH 3/4"THICK FR PLYWD 04-01NSTANG CT&GGRII TO FIXTURE. REPAIR ANY BUILDING STANDARD.STAINED TILES. CONTRACTOR TO v DATA RECEPTACLE _ CD Q N 02-02 EXTEND WLED ALL. ® EXIT LIGHT AC W/ BATTERY BACKUP AND V rf) ur w 02-03 REPAIR CLOUDED GLASS. 04-02 NEW ACT&GRID WHERE EXISTING WALL WAS DEMOLISHED. DIRECTIONAL ARROW (n (D Yq 02-04 BUILD WALL TO UNDERSIDE OF STRUCTURE. 04-03 EXISTING GYP. CEILING TO REMAIN AS IS. NEW LED LIGHT FIXTURES TO BE INSTALLED. MATCH 1Q JUNCTION BOX 02-05 EXISTING ENTRY DOOR TO REMAIN. CONTRACTOR TO INSTALL NEW SECURITY AND HARDWARE BUILDING STANDARD. ABBREVIATIONS AS REQUIRED. INSTALL A HEAVY DUTY, FAIL SECURE(DOOR REMAINS LOCKED ON POWER 04-04 OPEN CEILING, CLEAN AND DISINFECT ALL HVAC DUCTWORK,VENTS,AND INDOOR COILS OF CPT-1 LVT-1 FAILURE) ELECTRIC DEAD LATCH ON THE MAIN ENTRANCE DOOR ALONG WITH A PUSH BAR OR HVAC UNITS. FLOOR TRANSITION TAG (E) EXISTING DEAD LATCH PADDLE TO MECHANICALLY RELEASE THE DEAD LATCH WHEN OPENING THE 04-05 EXISTING SKYLIGHT TO REMAIN AS IS. (N) NEW REVISION DATE REASON FOR ISSUE EXISTING DOOR.A LOCK CYLINDER IS TO BE INTEGRATED WITH THE DEAD LATCH TO ALLOW 04-06 CONTRACTOR TO INSTALL NEW LED EMERGENCY LIGHT FIXTURE. MATCH BUILDING STANDARD. (RL) RELOCATED ENTRY USING A KEY. INSTALL A 120 VOLT, 15 OR 20 AMP CIRCUIT WITH A DUPLEX RECEPTACLE 04-07 CONTRACTOR TO SELECT AND INSTALL NEW& LINEAR LED PENDANT. REVIEW SPEC WITH ABBREVIATIONS (EM) EMERGENCY LIGHT FIXTURE ABOVE THE DROP CEILING NEAR THE ENTRANCE DOOR. INSTALL A POWER SUPPLY CONNECTED OWNER PRIOR TO INSTALL. TO THIS CIRCUIT AND ONE PUSHBUTTON OPERATOR TO ELECTRICALLY RELEASE THE DEAD PHASING LATCH. PROVIDE A CUT SHEET FOR THE DEAD LATCH AND POWER SUPPLY THAT IS USED NOTING (E) EXISTING THE VOLTAGE BEING USED TO OPERATE THE DEAD LATCH. CONTRACTOR TO LOCATE (N) NEW PUSHBUTTON AT WORKSTATION WITH TENANT.SYSTEM AND INSTALLATION TO MEET ALL (RL) RELOCATED LOCAL, STATE,AND FEDERAL CODE REQUIREMENTS. 02-06 NEW BUILDING STANDARD ADA COMPLIANT DISHWASHER. PROVIDE DEDICATED OUTLET. MOUNTING HEIGHT 02-07 PROVIDE(2)20-AMP, 120V DEDICATED CIRCUITS TO BACKBOARD WITH QUAD CIRCUIT FOR EA +44" HEIGHT ABOVE FINISH FLOOR TO CENTERLINE CIRCUIT. +18", +44" HEIGHT ABOVE FINISH FLOOR TO CENTERLINE OF EACH 02-08 PROVIDE JUNCTION BOX FOR TENANT PROVIDED SYSTEM FURNITURE BASE FEED IN, PROVIDE DEVICE FORVERTICALLY STACKED DEVICES DEDICATED 20 AMP CIRCUIT TO A MAXIMUM OF(4)WORKSTATIONS. FINAL LOCATION TO BE = COORDINATED WITH TENANT. DESCRIPTION 02.09 PROVIDE DEDICATED OUTLET FOR TENANT PROVIDED/CONTRACTOR INSTALLED REFRIGERATOR. (D) DEDICATED 02-10 PROVIDE 2"X4"JUNCTION BOX FOR VOICE/DATA WITH CONDUIT TO CEILING AND PULL STRING (GFI) GROUND FAULT CIRCUIT INTERRUPTER FOR TENANT PROVIDED MFD. (USB) UNIVERSAL SERIAL BUS 0 02-11 NEW COUNTERTOP AND BLACKSPLASH. EXISTING CASEWORK FOR UPPERAND LOWER CABINETS TO REMAIN. CONTRACTOR TO REFINISH LAMINATE ON UPPER AND LOWER CASEWORK, REUSE `o EXISTING FAUCET AND SINK, PROTECT FROM DAMAGE. LEVEL FLOOR PLAN N" 02-12 EXISTING DOOR TO REMAIN, PROTECT FROM DAMAGE. 02-13 EXISTING COLUMN TO REMAIN. PATCH AND PAINTAS REQUIRED. E FINISH LEGEND FINISH PLAN NOTES & RCP u° 02-14 PUSHBUTTON FOR ENTRY DOOR. CONTRACTOR TO LOCATE AT WORKSTATION WITH TENANT. ROOM FINISH SCHEDULE P-1 PAINT, MAIN. 1. REFER TO PROJECT NOTES APPLICABLE TO ALL PORTIONS OFTHE WORK. Y ROOM FLOOR CEILING WALL BASE BACKSPLASH COUNTERTOP MILLER. SUGAR DUST#0011 2. PAINTED SURFACES TO BE MPI LEVEL-3 EGGSHELL FINISH. PREMIUM Z NO. ROOM NAME FINISH FINISH FINISH FINISH FINISH FINISH COMMENTS SYSTEM INSTALLATION UNLESS OTHERWISE NOTED. o B-1 4-1/2" RUBBER WALL BASE. STRAIGHT IN CARPET 3. PATCH, LEVEL AND OTHERWISE PREPARE SUB FLOORING IN ACCORDANCE PERMIT SET m C-01 OPEN OFFICE C-1 (E) P-1 B-1 LOCATIONS, COVED IN RESILIENT FLOOR LOCATIONS. WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. L C-02 (E)CONF RM C-1 (E) P-1 B-1 FLEXCO. MEDIUM GRAY#014 4. GRIND, FILL, OR OTHERWISE LEVEL SUBSTRATES TO MEET MAX. vi C-03 (E)OFFICE C-1 (E) P-1 B-1 - ALLOWABLE TOLERANCE-1/4'OVER 10' IN ANY DIRECTION. o C-1 CARPET,TILE. 24"X 24" 5. PROVIDE CARPET, LVT AND RUBBER BASE AS SCHEDULED N C-04 (E)OFFICE C-1 (E) P-1 B-1 C-OS EXPANDED BREAK RM LVT-1 (E) P-1 B-1 PL-1 PL-1 PATCRAFT. RATIONAL LOGIC#10460-00550 INTELLECT 6. PROVIDE RUBBER-REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL DATE PROJECT NUMBER C-06 EXPANDED OFFICE C-1 (E) P-1 B-1LVT-1 LUXURY VINYL TILE,6"X 48" TRANSITION. 01 /1 420 204160 y C-07 EXPANDED OFFICE C-1 (E) P-1 B-1 MOHAWK GROUP. GRANIAC, SHORE THING 921 7. INSTALL BASE IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN SHEET NUMBER o C-08 EXPANDED WAREHOUSE (E) UPDATED P-1 12". DO NOT LOCATE JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF a C-09 (E)RR LVT-1 (E) P-1 B-1 PL-1 FOR NEW WET WALLS PL-1 PLASTIC LAMINATE, WAINSCOT INSIDE CORNERS. > C-10 (E)RR LVT-1 (E) P-1 B-1 PL-1 FOR NEW WET WALLS WILSONART. MAGONOLIA#5012K-19 8. PROVIDE 20% OR BOX OF FLOORING FOR ATTIC STOCK. A2 , 00 i.i a N N O o � MICIIIAEL G AT00 4Q t a POWLJAND OREGON No. 5725 0' qT� OF OR�� 4" METAL STUDS PER PARTITION I I TYPE METALSTUD SEE ASSEMBLIES TYP I PERPENDICULAR AIA ItTM LL -� � FINISH MATERIALS VARY I I � SHEET METAL PERPENDICULAR WALL w (MAXIMUM WEIGHT EQUAL TO 2 16 GAUGE LAYERS GYPSUM BOARD EACH / N 41NCH SIDE PLUS APPLIED FINISHES) I I -ANCHOR TO METAL STUDS W/ I (2)#10 SCREWS PER STUD PLAN L415.252.7063 THWEST DAVIS, SUITE 300 THERMOSTAT ND, OR 97209 I BIDDER-DESIGNED FASTENERS TO 4 �— .7100 CIP CONCRETE AND POST- WALL BRACE ABOVE CEILING. _ r /� 1 TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 50 /' `A) LBS/LINEAL FT OR 100 LBS POINT LOAD H AVE, SUITE 300 TENSIONED CONCRERTE FLOOR. ALTERNATE DIRECTION TO FASTENERS TO BE DESIGNED FOR STRUCTURE. 6 e E, WA 98101 APPLIED LOADS AT EXISTING PER ASCE 7-10 SECTION 13.5.8.1 .1600 j STRUCTURE IN SEISMIC DESIGN I I `� �— ADDITIONAL BACKING AT UPPER z CATEGORY D, E,AND F,TYP. CABINETS&SHELVES OWARD STREET f r ANCISCO, CA 94103 x ¢ CLEAT OR SIM .7063PARTITIONS w -ALIGN WITH BACKING20 GA MINIMUM TRACK OUTLETS w OM MOISAN ARCHITECTS, INC. CONTINUOUS _ SCHEDULED EQUIPMENT OR a m ll CL ACCESSORY v ACCESSORY AT ACOUSTICAL PARTITIONS LATERAL WALL BRACING IN LIEU I o (PARTITIONS CONTAINING OF BRACING ABOVE CEILING. ACOUSTICAL INSULATION),APPLY PROVIDE ADJACENT WALL A FILLET OF ACOUSTICAL SEALANT FRAMING FOR LATERAL SUPPORT AT BOTTOM CORNER OFTRACK, OF WALL. UNPUNCHED SHEET METAL EACH SIDE, PRIOR TO I I I TRACK APPLICATION OF GYPSUM BOARD SECTION - 16 GAUGE z -6 INCH NOTCH FLANGE AT VERTICAL v ASSEMBLY & FLOOR CONNECTION LATERAL BRACING @WALL STANDARD MOUNTING HEIGHTS FRAMING w ATTACH WITH (3)#10 SCREWS @ 1 3" = 1'-O" 2 1 1/2"= V-0" 3/4"= 1'-0" m EACH STUD N -ATTACH TO TWO STUDS MIN J a EXTEND 6 INCH BEYOND POINTS w N OF CONNECTION M W PLAN METAL STUD (B) TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 200 w LBS/LINEAL FT OR 395 LBS POINT LOAD W CENTER OF DOOR WHERE OCCURS W v RESILIENT FLOORING EXISTING CONCRETE FLOORING UNPUNCHED METAL TRACK OR u z SHEET METAL LL CENTER OF DOOR WHERE -ATTACH TO TWO STUDS MIN AS L DESCRIBED IN TYPE(A)AND(B) Lu OCCURS NOTES ABOVE. l/1 k RESILIENT EDGE STRIP RESILIENT TRANSITION STRIP- -CENTER UNDER DOOR kLn � Ln CARPET/RESILIENT / METALSTUDS Q O i EACH SIDE OF BACKING PLATE Ln / CARPET k - 16 GAUGE N W CARPET DIRECT GLUED k m x J 2F CIN SUBFLOOR, LEVELED AS J O O SUBFLOOR FILLER MAXIMUM SLOPE 1/4" PER REQUIRED FOR FLOORING O N FOOT INSTALLATION O of LLI -MAXIMUM SLOPE 1/4" PER t 1 t Q W FOOT NOTE: t O cy) _ Q 1. COORDINATE BACKING LOCATION WITH ACCESSORY MANUFACTURER MOUNTING INSTRUCTIONS. Y 2. UNITS HEAVIER THAN 200 LBS/LINEAL FT OR 395 LBS POINT LOADS ARE NOTTO BE WALL MOUNTED. BOD:TRANSITION STRIP- PATCRAFT-S140V BOD: EDGE STRIP-PATCRAFT-Sl 37V 3. PROVIDE BACKING AT ALL WALL MOUNTED ITEMS FLOORING @ RESILIENT TO CARPET FLOORING EDGE @ CARPET METAL WALL @ TYPICAL BACKING REVISION DATE REASON FOR ISSUE 5 = 1 1-01, 6 6„_ -011 43"_ Y m L u O N V O N O INTERIOR DETAILS E 0 V Gl m N Y z PERMIT SET m 0 r 0 N DATE PROJECT NUMBER N 01 /14/20 204160 SHEET NUMBERv O v A4,00 N N lV N NO. 12 UGE RESSION S PPOR TW RE AT AT 12 FET OC EACH STRUT ~� � 45 DEGREES FOUR WAY WLA�AEL G AT 7 WAYS WITHIN 2"OFPO LAND OREGON UNATTACHED AT WALL A4.01 OR -- CROSS RUNNER 4S> TWO FIXTURE HANGING WIRES AT �� No. 5p725Q 0' 8 MAX 8 5 STRUCTURE 6 9 10 TO STRUCTURE ESMICJOINTOR TYPICALGRID INTERSECTIONS Ah STIR CTUREOPPOSITE ORNERSSECUREDTO 9f� OF 3 �3 4 98 7 _ 0 COMPRESSION POST AT A4.01 0 TWO (2)MAIN RUNNER 12 FEET OC EACH WAY 3 9C 7 11 LIGHT CLIPS AT OPPOSITE 12 /_\_2j 2 OR CORNERS 0 0 0 W 2", 1 4,0„ 41-0 Q e o lAfItTM 6'-0"MAX LATERAL BRACE AT 12'-0"OC MAX Q }I . GRID SYSTEM REQUIREMENTS O z MAIN RUNNER • • san GRID MAIN BEAM SYSTEM CLASSIFICATION: HEAVY. 2,50q S J 0 DESIGN REQUIREMENTS: DESIGN CEILINGS IN ACCORDANCE WITH SECTION 1613 OF ¢ U CROSS RUNNER 38 NORTHWEST DAVIS, SUITE 300 THE CURRENT BUILDING CODE EDITION IN THE JURISDICTION OF THE PROJECT AND PER _^ PORTLAND, OR 97209 ASCE 7-10 N MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS HANGER WIRE AT 450 503.245.7100 0 EMTCONDUIT FOURWAYS CEILING KEY NOTES ¢ 0'-1/2" DIA.x 0.042" EMT CONDUIT UP TO 47" 1505 5TH AVE, SUITE 300 1O MAIN RUNNERS:4 FEET OC, SUPPORTED WITH NO. 12 GA WIRES AT 4 FEET OC(OR A4.01 ¢ C 0'-3/4" DIA. x 0.049" EMT CONDUIT UP TO 61" SAFETY WIRE ATTACHED TO SEATTLE,WA 98101 NO. 10 GA WIRES AT 5 FEET OC). DESIGN HANGER ATTACHMENT TO SUPPORT NOT z Z) 0'-1" DIA. x 0.057" EMT CONDUIT UP TO 78" CEILING GRID FIXTURE HOUSING 206.576.1600 LESS THAN 200 POUNDS. METAL STUD WRAPPED AROUND FIXTURE MAIN RUNNER HANGING WIRE MIN. FOUR 1014 HOWARD STREET O CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF SINGLE METAL STUD(20 GAUGE)3625125-30 UP TO 85" TIMES. SECURE AT DIAGONAL SAN FRANCISCO, CA 94103 CARRYING DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS SINGLE METAL STUD(25 GAUGE)25OS125-18 UP TO 87" CORNERS NOT CONTAINING 415.252.7063 PARTITION TYPE TO 1-5/8"x 1-5/8"STRUT(16 GAUGE) UP TO 120" CROSS RUNNER O3 BEGIN HANGER WIRE SYSTEM WITHIN 8 INCHES OF PERIMETER WALL. UNDERSIDE OF GRID BACK TO BACK 1-5/8" x 1-1/4"x 0.0197"CHANNEL UP TO 130" MAIN RUNNER LIGHT CLIPS ©ANKROM MOISAN ARCHITECTS, INC. GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 ATTACHED - DOES NOT EFFECT NOTE: NOTE: ® INCHES OF CROSS RUNNER INTERSECTION. PROVIDE FOUR(4)-NO. 12 GA WIRES 6 2,500 SF MAX AREA WALL MOLDING SHOULD NOT BE USED AS STRUTS. REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LESS. LIGHT FIXTURES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN A4.01 A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAN 14'-01'. WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE ATAN ANGLE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. BRACE AT 12 FEET OC EACH WAY. OS PROVIDE COMPRESSION STRUT COMPATIBLE WITH SUSPENSION SYSTEM, TYP SUSPENDED CLG SYSTEM PLAN SUSPENDED CEILING - BRACING /� RECESSED LIGHT FIX BRACE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES. 3 `t SPACE 12 FEET ON CENTER IN BOTH DIRECTIONS. 21/4"= 1'-0" 3" = 1'-0" 1 1/2"= 1'-0" © PROVIDE COUNTER SLOPE HANGERS FOR HANGERS MORE THAN 1:6 OUT OF V PLUMB SUSPENDEDACT- ATTACHMENT SUSPENDEDACT- ATTACHMENT 1RE O7 PROVIDE TRAPEZE OR EQUIVALENT DEVICE WHERE HANGER WIRES ARE NOT WIRE NIz 2 GAUGE L POSSIBLE DUE TO OBSTRUCTIONS. PROVIDE BACK-TO-BACK 1-1/41NCH COLD 12 GAUGE Q ROLLED CHANNELS(MINIMUM)WHERE TRAPEZE SPAN EXCEEDS 48 INCHES. FASTEN TO STUDS J -- EXISTING WOOD STRUCTURE ® MINIMUM CARRYING CAPACITY FOR EACH HANGER WIRE ANCHOR TO STRUCTURE all FASTEN TO STUDS D SHALL BE 100 POUNDS. t j O LIGHT FIXTURE SUPPORT: METAL STUD TRACK 7/8"WALL ANGLE N A. FOR LIGHT FIXTURES WEIGHING LESS THAN 56 LBS: PROVIDE(2) NO. 12 GA 8 tij INTUMESCENT TAPE ON TRACK w SLACK WIRES FROM FIXTURE HOUSING TO STRUCTURE ABOVE; LEGS(NOT SHOWN FOR CLARITY) W B. FOR LIGHT FIXTURES IN EXCESS OF 56 LBS: PROVIDE DIRECT SUPPORT FROM 7/8"WALL ANGLE 0 PERIMETER ENCLOSURE ANGLE STRUCTURE ABOVE USING TAUT WIRES; o SEALANT z C. PROVIDE POSITIVE ATTACHMENT BETWEEN LIGHT FIXTURES AND GRID o SYSTEM, CAPABLE OF CARRYING 100 PERCENT OF LIGHT FIXTURE WEIGHT W V ACTING IN ANY DIRECTION. 0 9 SPREADER BAR DO NOT FASTEN GYPSUM U z WALLBOARD TO TRACK Lu 10 PROVIDE INDEPENDENT RIGID LATERAL WALL BRACING WHEN INTERIOR PARTITION 3�4" L WALLS THATTERMINATE AT GRID THAT DO NOT ALIGN WITH 4-WAY GRID BRACING. PERIMETER W CLOSURE ANGLE NO ATTACHMENT l/1 11 PROVIDE SEISMIC JOINTS TO LIMIT UNBROKEN CEILING AREAS TO 2,500 SF. z 0Itif v) > w 12 FOR SPRINKLER HEADS AND OTHER PENETRATIONS: PROVIDE 2 INCH OVERSIZED 9 0 Q 0 ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL MAIN RUNNER — — Ln fY) LA HORIZONTAL DIRECTIONS,OR PROVIDE STANDARD ESCUTCHEON AND MAIN RUNNER MM = N l/1 SEE ASSEMBLIES W PENETRATIONS WITH FLEXIBLE HEAD CONNECTION.VERIFY WITH AIR BARRIER m w DIAGRAMS THAT CEILING IS NOTAN AIR BARRIER COMPONENT. to a) CL NOTE: HOLD GWB AND WALL STUDS DOWN 1/2" FOR DEFLECTION. DO NOT J Z cc� - MAINTAIN MIN. 3/4 INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN RUNNERS; FASTEN GWB TO TRACK OR WITHIN 1/2" BELOW BOTTOM OF J 0 NOTE: -ATTACH ONE END OF EACH MAIN RUNNER TO WALL ANGLE; DO NOT ATTACH THE OPPOSITE END; DEFLECTION TRACK O l/1 -ATTACH ONE END OF EACH MAIN RUNNER TO WALL ANGLE; DO NOTATTACH THE OPPOSITE END. - PROVIDE SPREADER BARS ATALLTEES ADJACENTTO UNATTACHED ENDS. p LLL = m Q w S02 USPENDED CEILING NOTE SUSPENDED CEILING - ATTACHED SUSPENDED CEILING - UNATTACHED METAL WALL @ WOOD STRUCTURE - W/O CLG � 1 1 1/2" = 1'-0" 6 3" = 1'-0" 7 3"= V-0" 8 1 1/2" = V-0" REVISION DATE REASON FOR ISSUE SUSPENDEDACT- ATTACHMENT WIRE co SUSPENDED ACT- PERIMETER L TRIM v SUSPENDED ACT-GRID O o 0 0 a 0 N i O CEILING DETAILS E 0 SUSPENDED ACT v ALIGN Y Z PERMIT SET co0 LnV O N o 5/8" GYPSUM WALLBOARD v DATE PROJECT NUMBER 01 /14/20 204160 SHEET NUMBERY a GYPSUM SOFFIT @ ACT CEILING FLUSH , 5 Y oOl 3"= 1'-0" u a N . 4tll ARC�� DOOR SCHEDULE NOTES o MIC AEL GREGPyEAT 00 ���iii lJ/S/7AI 1. MATCH BUILDING STANDARD DOORS AND HARDWARE IN STYLE AND a DOORSCHEDULE FINISH -TYPICAL. PO SAND, OREGON W REVISION — 1/4"TEMPERED GLASS 2. DOORFACEOF OPPINGS ARE MEASURED FROM THE FACE OSING STOP WHEN OPENED ATAN ANOF THE DOOR TO GLE OF 90 DEGREES E �� No. 55725Q NO. LOCATION 2 PANEL FRAME ? COMMENTS NO. �1' 6" 6" 6" FROM CLOSED POSITION IN ACCORDANCE WITH ADA/ANSI 404.2.2 AND A, OF SIZE 0 REFER TO KEY 404.2.3. , Z. 3. WHERE A PAIR OF DOORS IS UTILIZED,AT LEAST ONE LEAF MUST PROVIDE 2 J d A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF 3 p j� ; POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION �u THICKNE wa u*jU p � � � IN ACCORDANCE WITH IBC CHAPTER 10 AND ADA/ANSI 404.2.2 AND W OPERATION WIDTH HEIGHT SS LL tg7 a 404.2.3. 4. MATCH INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS TO fAi/tTM C-02 (E)CONF RM NR SWING 3'-0" 7'-0" 13/411 FG WD CLR TEMPERED S7 KD P 1 ,' ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. C-03 (E)OFFICE NR SWING 3'-0" 7'-0" 1 3/4" FG WD CLR TEMPERED S1 KD P 1 5. ALL STAIN GRADE DOOR SETS TO BE BOOK MATCHED. • • 6. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA isan C-04 (E)OFFICE NR SWING 3'-0" 7'-0" 1 3/4" FG WD CLR TEMPERED S1 KD P 1 KEY, SPECIAL KNOWLEDGE, OR FORCE. C-05A EXPANDED NR SWING 3'-0" 7'-0" 13/4" FG WD CLR TEMPERED S1 KD P 1 7. PROVIDE COMMERCIAL GRADE HARDWARE. BREAK RM 38 NORTHWEST DAVIS,SUITE 300 n 8. ALL HARDWARE SHALL BE ADA COMPLIANT. PORTLAND, OR 97209 C-O56 EXPANDED NR SWING 3'-0" 7'-0" 1 3/4" F WD CLR A KD P 1 ` 9. PROVIDE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES,ONE LATCH SET OR 503.245.7100 BREAK RM o z LOCK SET,AND ONE DOOR STOP FOR EACH DOOR. (CONFIRM FLOOR OR C-06 EXPANDED NR SWING 3'-0" 7'-0" 13/4" FG WD CLR TEMPERED S1 KD P 1 WALL STOP ON SITE WITH ARCHITECT)AT LOCATIONS WHERE DOOR 1505 5TH AVE, SUITE 300 OFFICE WOULD OTHERWISE STRIKE WALL. PROVIDE 18 GA. BACKING FOR WALL SEATTLE,WA 98101 C-07 EXPANDED NR SWING 3'-0" 7'-0" 13/4" FG WD CLR TEMPERED 51 KD P 1 STOP IN FRAMED WALLS. 206.576.1600 OFFICE F FG NG 10. DO NOT EXCEED 8-1/2 POUNDS MAXIMUM EFFORT FOR EXTERIOR DOORS C-08 OPEN OFFICE NR DOUBLE 3'-0"/3'-0" 7-0" 13/4" NG WD CLR TEMPERED A KD P 3 AND 5 POUNDS FOR INTERIOR DOORS.WHEN ALLOWED BY THE AHJ 1014 HOWARD STREET SWING PAIR MAXIMUM EFFORT FOR FIRE RATED DOORS MAY BE INCREASED TOA SAN FRANCISCO, CA 94103 C-09 (E)FIR NR SWING 3'-0" 7'-0" 13/4" F WD CLR A KD P 2 MAXIMUM OF I5 POUNDS. 415.252.7063 11. MOUNT DOOR HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 C-10 (E) RR I NR ISWING 13'.0" 1 7'-0" 1 13/4" 1 F I WD I CLR I I A I KD P 2 DOOR - PANEL TY P E S - LEGEND INCHES MAXIMUM ABOVE FINISHED FLOOR. ©ANKROM MOISAN ARCHITECTS, INC. 12. HAND-ACTIVATED LATCHING AND LOCKING DOORS ON AN ACCESSIBLE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ADA/ANSI 309.4 AND 404.2.7. 13. PROVIDE CLOSERS ALL RATED ASSEMBLIES AND WHERE NOTED. 3'-0" 6" 2'-0" 14. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF THE APPLICABLE CODES AND AS APPROVED BY THE AUTHORITY HAVING , n JURISDICTION FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. z WINDOW NOTES J 1. REFER TO 'PROJECT NOTES APPLICABLE TO ALL PORTIONS OF THE WORK. D 2. SEE FLOOR PLANS FOR WINDOW LOCATIONS. SEE DOOR SCHEDULE FOR SIDELIGHTS AND TRANSOMS. 1 3. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE w/ SECTION 2406. W 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME(NOT INCLUDING FLANGES) UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO CONFIRM IF NEW WINDOW TREATMENT AT ALL z PERIMETER GLAZING IS REQUIRED, COORDINATE WITH BUILDING W A S1 MANAGEMENT. V U Z Ln H L DOOR & RELITE - FRAME PROFILES - LEGEND zN Lu HARDWARE GROUPS Ln_ GROUP 1 - INTERIOR PASSAGEQ 0 11/2 PAIR BUTTS-4 1/2" M � N lN/1 LEVER SET-"PASSAGE"TYPE CO N FLOOR STOP (n 2 CL SILENCER J Z CC O GROUP 2- INTERIOR LOCKING- RESTROOM 3: O V 1/2 PAIR BUTTS-41/2" O N d CC LEVERLOCKSET-"ENTRANCE"TYPE _ c = N FLOOR STOP V fYl Lu SILENCER GROUP 3- DOUBLE DOOR INTERIOR PASSAGE 3 PAIR BUTTS-4 1/2" LEVER SET-"PASSAGE"TYPE(VERIFY WITH TENANT) FLOOR STOP-EACH LEAF REVISION DATE REASON FOR ISSUE KICKPLATE-EACH LEAF SILENCER L m r v 0 N N DOOR LEGEND & L SCHEDULE v Y Z 04 m PERMIT SET 0 L V N O N O DATE PROJECT NUMBER H 01 /14/20 204160 SHEET NUMBER .o a 11