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22-101583-CO-plansGENERAL NOTES: 1. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. COPYRIGHT 2016 BY GELOTTE HOMMAS ARCHITECTURE, P.S. DBA WORKPLACE ARCHITECTURE. THESE DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT WILL BE VIGOROUSLY PROSECUTED. 2. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 ED INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL EXISTING BUILDING CODE (IBEC) AND ANY OTHER APPLICABLE REGULATORY CODES AS AMENDED BY THE STATE OF WASHINGTON AND BE IN ACCORDANCE WITH WASHINGTON STATE LAWS, REGULATIONS AND VARIOUS CODES, INCLUDING THE ICC/ANSI 2009 HANDICAP CODE, IMPOSED BY LOCAL AUTHORITIES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH THE OBTAINING APPROVALS TO PROCEED AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. DO NOT SCALE DRAWINGS OR DETAILS. USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON THE PLANS. DIMENSIONS ON THE PLANS ARE TO FACE OF GYPSUM WALL BOARD UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED I N THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.. CONTRACTOR TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION AND TO INFORM ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES. ANY PERCEIVED DISCREPANCIES ON THESE PLANS, OR ANY MITIGATING BUILDING OR SITE CONDITIONS THAT MAY AFFECT PROJECT COSTS, ARE TO BE BROUGHT TO THE ATTENTION OF THE CLIENT -OWNER TEAM AND THE ARCHITECT. SUCH DISCREPANCIES OR MITIGATING CONDITIONS WILL BE ADDRESSED, IF NEEDED, BY THE ARCHITECT OR THE CLIENT -OWNER TEAM FOR THE BENEFIT OF ALL BIDDERS INVOLVED. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR UNREPORTED DISCREPANCIES OR MITIGATING CONDITIONS AFTER CONSTRUCTION ESTIMATES OR BIDS ARE SUBMITTED. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY SCOPE -OF -WORK EXCLUSIONS BY PARTICULAR BIDDERS. 4. ALL PERMITS INCLUDING BUT NOT LIMITED TO THE FIRE SPRINKLER AND ALARM SYSTEMS, MECHANICAL AND ELECTRICAL TO BE'FILED SEPARATELY. TENANT'S CONTRACTOR IS RESPONSIBLE FOR PHONE/DATA AND/OR SECURITY PERMITS. 5. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 6. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS (MINIMUM TO LEVEL 4 FINISH FOR INTERIOR USE SPACES WHERE ADDITIONAL FINISHES INCLUDING BUT NOT LIMITED TO PAINT WILL BE APPLIED). PATCH AND REPAIR ALL AFFECTED SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 7. DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 4" FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS, UNLESS NOTED OTHERWISE. 8. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0" THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THE STANDARD. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. CONTRACTOR TO PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 9. CONTRACTOR TO VERIFY AND ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO THE OWNER AND THE ARCHITECT IN WRITING FOR APPROVAL. 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 11. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERNS PRIOR TO INSTALLATION FOR THE ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PROJECT DATA FOR ARCHITECT'S APPROVAL. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL AND SHALL BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION. ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR HVAC, CARPET SEAMING, LIGHTING AND CASEWORK. 14. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH EXISTING ADJACENT FIRE PROTECTION LEVELS. (THIS IS TO INCLUDE REQUIRED LABELING, APPROVALS AND TESTING) 15. ALL GLASS SHALL BE CLEAR TEMPERED GLASS UNLESS OTHERWISE NOTED GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. WHERE BUTT JOINED GLASS IS CALLED FOR, USE CLEAR SILICON SEALANT BETWEEN JOINTS UNLESS OTHERWISE NOTED. 16. CONTRACTOR SHALL PROVIDE 18 GA SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. ALL MILLWORK IS TO BE FASTENED TO THE PARTITION. VERIFY BLOCKING LOCATIONS FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HIT. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED.CONTRACTOR TO REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS FOR COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 17. CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREAS FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK SITE AND SPECIAL CONDITIONS SUCH AS TIMING OF THE WORK, NOISE, AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE WEEK OR A MUTUALLY AGREED UPON TIME AHEAD OF THE TIME WORK IS TO COMMENCE. NOTIFY THE OWNER OF ANY SCHEDULE CHANGES. 18. ALL WORK SHALL BE CONSTRUCTED OR APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN DIRECTIONS OR RECOMMENDATIONS. 19. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER / ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.. 21. CONTRACTOR TO COORDINATE FRAMING LAYOUT WITH ELECTRICAL AND MECHANICAL PLAN. TENANT (OR TENANT'S VENDOR) TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT (OR TENANT'S VENDOR). 22. ALL LAY -IN ACOUSTICAL CEILING GRIDS AND LIGHTING INSTALLATIONS SHALL BE INSTALLED AND SECURED PER THE 2018 I.B.C. STANDARDS FOR EARTHQUAKE ZONE D, ASTM C635, C636, ASTM E 580/E 580M AND THE NORTHWEST WALL AND CEILING BUREAU (NWCB) TECHNICAL DOCUMENT SUSPENDED CEILINGS 401, DATED DECEMBER 2017. 23. IF THE BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUCH NOTIFY THE ARCHITECT AND THE OWNER PRIOR TO CONSTRUCTION. 24. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL AND VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRE TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DISTURBED OR DESTROYED AND REPLACE AS REQUIRED. 25. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK ALL CASEWORK SHALL CONFORM TO AWI CURRENT STANDARDS. 26. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNERS OR ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER.. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION, INSOFAR AS IS PRACTICAL AND SHALL BE APPROVED BY THE ARCHITECT OR THE OWNER. 27. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/LIFE SAFETY SYSTEMS ARE TO BE CONTINUOUSLY MAINTAINED DURING CONSTRUCTION. INSTALLATION OF MECHANICAL, ELECTRICAL, AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILING OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM THE WORK AND REMOVAL OF EXISTING MATERIAL AND EQUIPMENT BY THIS CONTRACT. PATCH AND REPAIR ALL AREAS TO MATCH ADJACENT FINISHES, MATERIALS AND LEVELS OR PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 28. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC, WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATIONS INFORMATION ONLY. MECHANICAL AND ELECTRICAL ARE DESIGNED BY OTHERS,. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 29. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT OR BUILDING MANAGEMENT/OWNER'S PROJECT MANAGER. 30. WHEN APPLICABLE, CONTRACTOR TO PROVIDE DRAWINGS FOR THE ARCHITECTS APPROVAL SHOWING THE LOCATIONS OF ALL THERMOSTATS, GRILLES, DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS, PLUMBING AND PLUMBING EQUIPMENT. 31. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODES. PROVIDE ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 32. WHEN APPLICABLE AND PRESENT AS WINDOW COVERS, CONTRACTOR TO CLEAN AND REPAIR ALL PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING AND OPERATIONAL MANNER. CONTRACTOR TO NOTIFY OWNER IMMEDIATELY IF BLINDS NEED REPLACING. 33. MOISTURE TEST -REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING/BUDGETING PROCESS. THE GC SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSION RATE (MOISTURE TEST) FOR ALL ON GRADE SLAB CONDITIONS. THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE FLOORING REPRESENTATIVE AND THE FLOORING SUUB-CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PROJECTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF THE FINDINGS ARE IN QUESTION, THE GC SHALL PERFORM THE FOLLOWING TESTS: CALCIUM CHLORIDE MOISTURE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 STANDARD TEST METHOD FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUB -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT TO THE ARCHITECT AND THE OWNER AS NOTED. OR PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN THE SCOPE OF WORK PROVIDE A WRITTEN REPORT TO THE ARCHITECT AND THE OWNER AS NOTED. IF REQUIRED, BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE AS APPLICABLE TO THE FINISH FLOORING PRODUCT AND WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MFG INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 34. FOR CONCRETE SLAB ON GRADE REPAIRS - SCOPE LESS THAN 100 SF: WHEN CONCRETE SLAB ON GRACE INFILL AND TRENCHING MUST OCCUR, THE CONTRACTOR SHOULD CONDUCT THE APPROPRIATE UNDER THE SLAB INVESTIGATIONS NECESSARY TO INSURE THE LOCATION OF EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT REQUIRED AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER, IF PRESENT, AND PROTECT FOR REINSTALLATION. EXECUTE THE REQUIRED UNDER THE SLAB WORK INCLUDING THE EXCAVATION, BACKFILL, AND RE -COMPACT THE AREA WITH THE PREVIOUSLY HELD MATERIALS OR PROVIDE NEW TO COMPLY WITH THE ASTM D 1557 TEST PROCEDURE. REINSTALL A VAPOR BARRIER AND BIND SEAMS AS REQ. TO ENSURE AN AIR/MOISTURE RESISTANT BOND. ATTACH NEW INFILL CONCRETE TO EXISTING CONCRETE SLAB LONG #4 REBAR AT 24 INCHES O.0 EMBEDDED 8" INTO THE EXISTING CONCRETE SLAB WITH HILTI HY-150 ADHESIVE OR SIMPSON SET ADHESIVE. REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MFG RECOMMENDATIONS. PROVIDE W2XW2X6X6 WELDED WIRE FABRIC WITHIN SUBJECT AREA. INFILL SLAB TO MATCH ADJACENT SURFACES BUT NOT LESS THAN FOUR INCHES THICK, AND CENTER #4 DOWELS IN SLAB. THE CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATIO OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL OR ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER.. REFER TO STRUCTURAL PLANS, APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 35. ANY SITE IMPROVEMENT CONSTRUCTION SHOWN ON THE ARCHITECTURAL DRAWINGS IS INTENDED AS INFORMATION TO BE FURTHER ADDRESSED AND CLARIFIED BETWEEN THE GENERAL CONTRACTOR AND THE BUILDING LANDLORD AND/OR AFFECTED TENANT. UNLESS OTHERWISE DEVELOPED AND DETAILED SEPARATELY BY A REGISTERED ENGINEER, LANDSCAPE DESIGNER, OR OTHER RECOGNIZED SITE DEVELOPMENT PROFESSIONAL, THE ARCHITECT MAKES NO GUARANTEES AS TO THE ACCURACY OF (A) ANY SITE IMPROVEMENTS SHOWN ON ANY ARCHITECTURAL DRAWING INCLUDED HERE, OR (B) THE EXISTING SITE CONDITIONS IN THE IMPROVEMENT AREA. 36. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER SECTION 906 2018 IFC. TABLE 906.3(1): FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75FT OF AN PORTION OF THE BUILDING. IF CABINETS ARE RECESSED INTO FIRE RATED WALLS/PARTITIONS, THEN SUCH CABINETS SHALL BE AFFORDED A FIRE RATING TO MAINTAIN THE REQUIRED INTEGRITY. SEE ADJACENT PLANS FOR LAYOUT OF FIRE EXTINGUISHER CABINETS (FEC). FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. ABBREVIATIONS AC AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR ALT ALTERNATE APROXAPPROXI MATE BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BOT BOTTOM B/S BUILDING STANDARD BU BUILT UP CAB CABINET CLG CEILING COL COLUMN CONC CONCRETE CONS CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER D DEEP DEMO DEMOLTION DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DIN DOWN DWG DRAWING E EAST EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXIST EXISTING EXP EXPANSION FEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH FH FULL HEIGHT FIN FINISH(ED) FLR FLOOR FOIC FURNISH BY OWNER, INSTALL BY CONTRACTOR FOS FACE OF STUDS FOC FACE OF CONCRETE FOF FACE OF FINISH FT FEET/FOOT GA GAUGE GC GENERAL CONTRACTOR GL GLASS/GLAZING GWB GYPSUM WALL BOARD HC HOLLOW CORE HCP HANDICAPPED HDWR HARDWARE HIM HOLLOW METAL HR HOUR HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATING, AIR CONDITIONING HW HOT WATER IBC INTERNATIONAL BLDG. CODE INC INCLUDE INFO INFORMATION INSUL INSULATE(D) (ING) INT INTERIOR JAN JANITOR JT JOINT :11�81Cyaq� LAM LAMINATED LAV LAVATORY LH LEFT HAND SYMBOL LEGEND: ALIGN THESE SURFACES ® ROOM NUMBER REFERENCE #/# NEW DOOR/NUMBER FEC PE FIRE EXTINGUISHER IN CABINET o OR WALL MOUNTED OEQUIPMENT TAG VICINITY PLAN nnn i�nT oiT� MAX MAXIMUM MECH MECHANICAL MTL METAL MEZZ MEZZANINE MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANIOUS MTD MOUNTED MUL MULLION MW MICROWAVE N NORTH NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OFF OFFICE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PART PARTITION P-LAM PLASTIC LAMINATE PR PAIR PNL PANEL PT PAINT RAID RADIUS RB RESILIENT BASE RT RESILIENTTILE REF REFRIGERATOR REQ REQUIRED REV REVISION RH RIGHT HAND RM ROOM RR RESTROOM RO ROUGH OPENING S SOUTH SC SOLID CORE SECT SECTION SIM SIMILAR SPEC SPECIFICATION SO SQUARE SS STAINLESS STEEL STL STEEL STOR STORAGE SUSP SUSPENDED TEL TELEPHONE TEMP TEMPERATURE TFTI TENANT FURNISHED, TENANT INSTALLED THK THICKNESS TYP TYPICAL UL UNDERWRITER'S LABS UNO UNLESS OTHERWISE NOTED UPC UNIFORM PLUMBING CODE VCT VINYL COMPOSITION TILE VERT VERTICAL VER VERIFY VWC VINYL WALL COVERING W WEST W/ WITH W WIDE WD WOOD WH WATER HEATER W/0 WITHOUT WT WEIGHT KEYNOTE REFERENCE DETAIL REFERENCE la��•i�r�•�u:�a�a:�a►�.1a 0 NORTH PROJECT INFORMATION PROJECT ADDRESS DENALI HEALTH SERVICES 33309 IST WAY S - AI00 FEDERAL WAY, WA 98003 PROJECT DATA BUILDING DEPARTMENT: CITY OF FEDERAL WAY BUILDING CODES: 2018 IBC - INTERNATIONAL BUILDING CODE - WA STATE AMENDMENTS WAC 51-50 IEBC - INTERNATIONAL EXISTING BUILDING CODE - PRESCRIPTIVE METHOD IMC - INTERNATIONAL MECHANICAL CODE -WA STATE MECH. CODE 51-52 IFGC - INTERNATIONAL FUEL GAS CODE- IFC - INTERNATIONAL FIRE CODE - WA STATE FIRE CODE AMENDMENTS 51--54A IECC-INTERNATIONAL ENERGY CONSERVATION CODE - WA STATE AMENDMENTS UPC - UNIFORM PLUMBING CODE - WA STATE PLUMBING CODE & STDS 51--56 2020 NEC - NATIONAL ELECTRICAL CODE-WAC 296-46B ELECTRICAL SAFETY STD. 2009 ICC Al 17.1 2009 - ACCESSIBILITY CODE CITY OF FEDERAL WAY LOCAL AMENDMENTS AND REGULATIONS OCCUPANCY SEPARATION (IBC C. 5): NONE REQ. (ALL B OCCUPANCY) TYPE OF CONSTRUCTION (IBC 602.5): 5B SPRINKLERED: SPRINKLERED - SEC 15A NUMBER OF STORIES: 2 ZONING: OP YEAR BUILT: 1983 PROPERTY SIZE: 193,840 SF 4.45 ACRES BUILDING SIZE: (BUILDING C) 21449 SF BUILDING HEIGHT: +/-24 (VARIES) PREVIOUS TENANT OCCUPANCY/USE (IBC C. 10): B (OFFICE) TENANT OCCUPANCY (IBC C. 10): B (OFFICE) SUITE AREA: 5106 SF CONSTRUCTION AREA: PARKING REQUIRED: 11 WATER AND SEWER: HEATING SYSTEM: CODE YEAR OF CONSTRUCTION 110 SF (RR), 62 LF FOR CONF, OFF,STAFF EXISTING AND SHARED CITY HEAT PUMP 1979 UBC LEGAL DESCRIPTION / TAX ID NUMBER/PARCEL MAP TAX ID NUMBER - 9265000230 LEGAL DESCRIPTION: WEST CAMPUS OFFICE PARK DIV 1 ALL LOT 23 TGW POR LOT 24 LY SWLY WLY-NWLY & NELY OF LN DAF - BEG N 51-30 E 184.91 FT FIR MOST SLY COR SD LOT 24 & TPOB OF SD LN TH N 38-30 W 100 FT TH N 09-34-01 E 73.27 FT TH N 38-30 W 16 FT TH N 51-30 E 64 FT TH S 38-30 E 8 FT TH N 51-30 E 57.5 FT TO SWLY MGN OF 1ST WAY S & TERMINUS OF SD LN AKA PCL A KC LLA 8903021 APPROVED 5-24-89 103 `33336 k33301. k33305 �33340 F3Pr +'�� 1 34* 11, wr33348 `ix3 \ \ .33352 `33347 \,,�� �33356 46 `33351 •`; 1 �333 ` 3355 � 3350 3309 v \ r / / / 52ti5[];]Cy33310 r� 333\ <\ x0` 1 \ ti \ i 1 33313 9265.0. 240 � �. SCOPE OF WORK SCOPE OF WORK INCLUDES ONLY NEW WALLS AND DOORS TO ENCLOSE THE STAFF ROOM, A PRIVATE OFFICE, A CONFERENCE ROOM A NEW EN SUITE ACCESSIBLE RESTROOM AND THE EXTENSION OF A PRIVACY WALL FOR THE WAITING AREA FOR THIS TENANT IMPROVEMENT. ALL EXITS AND THE DEMISING WALL ARE EXISTING WITHIN THE SUITE AREA. COMMON CORE RESTROOMS ARE AVAILABLE TO THE SUITE. THERE ARE NO ANTICIPATED LIGHTING OR HVAC VENT RELOCATIONS HERE NEW LIGHT SWITCHES FOR THE NEW ROOM CHANGES WILL BE PROVIDED UNDER AN ELECTRICAL PERMIT. AN EXHAUST FAN WILL BE PROVIDED FOR THE RESTROOM. INDEX OF DRAWINGS ARCHITECTURAL T1.0 COVER SHEET (SITE PARKING PLAN INCLUDED) T1.1 EXITING/CODE INFORMATION/ACCESSIBILITY DETAILS T1.2 SITE AND PARKING PLAN A1.1 PARTITION PLAN A1.2 WALL DETAILS/PLUMBING RISER DETAIL DEFERRED SUBMITTALS DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. ELECTRICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) FIRE ALARM (AS REQ.-SEE FEDERAL WAY FIRE REQ. BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLERS (IF REQ.) BIDDER DESIGN (UNDER SEPARATE PERMIT) OWNER/CONSULTANTS OWNER CONTACT: STOCK FAMILY LLC PHON E:253-661-8095 E Mail: OMNI@W-LINK.com OWNER ID: OMNI PROPERTIES LLC-SS 33926 9TH AVE S, FEDERAL WAY, WA 98003 GENERAL CONTRACTOR OMNI PROPERTIES PHON E:253-661-8095 E-Mail: OMNI@W-LINK.COM STATE LICENSE: OMNIPI*995BW EXP 08/27/2020 CITY LICENSE: 19-90-101750-00-BL SITE AERIAL W CURRENT PARKING PLAN (NTS) - SEE T 1.2 FOR SITE PLAN W/ PARKING AREA OF CONSTRUCTION NORTH W WI U� �• Q �■ a U Lij Q C N Q) O L O Z) L U > C � N O Uro U (O Q O y a--+ L L O n3 N N � -r- L O O E O OU 4_j � :3 0 C U LLJ O r Z ONE C 00ru U O O L � O a)Q M Cl- N O� ,--i Z3 N N N O CO 3 M 3 RESUBMITTED 4/15/ 022 C TY OF FEDERAL WAY CO ITY DE LOPMENT V UJ U (ui (1 / J ui i J z uj 0 REGISTRATION I z 0 J ~� M O M� W 00 O o m 0 w Q z=� W D (n U0,^< Vl uj w Q Q V Hq Q V)LIJ Q1 uj p M w M LL 0 z O Q iLL W LL n a w LL_ � W a C C LL w z � LL - _ i--i a u > 0 U w 0 a w C ' n r, d JOB NUMBER: PM: SHEET: WP22012 VSS T1.0 MAX. LAVATORY MIRROR @ LAVATORY CORNERSTONE LM �ENN'f AF DO�U6 X04 EXITING PLAN -FIRST FLOOR F*�rst Lev�. NORTH a 19"MIN 1 7 o-, co INSULATE EXPOSED PIPES AND SURFACES FRONT OR SIDE APPROACH DIMENSION TO FACE O � 1 � � 1 � 1 � 1 75 LF � � 1 1 � ® � 1 � 1 1 � OF FINISH P.LAM WAINSCOT OTHER FIXTURES ARE FLUSH CONTROLS SHALL BE W/ TRIM NOT ALLOWED IN THIS ACCESSIBLE FROM THE IBC 1210.2.2 16"-18" AREA OPEN SIDE OF THE TOILET. WHERE THE TOILET ROOM IS _ _ o ❑ FOR INDIVIDUAL USE AND A 6" MIN. SELF- 1 z CLEAR FLOOR SPACE IS FCOVING SHEET z_ VINYL OR TILE 21 I I I PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE BASE IBC 1210.2.1 I I 1 DOOR SWING, DOORS SHALL I BE PERMITTED. L —_— 2'-6" MIN. _ 5-0" MIN. BASE & TYP. FIXTURE LAYOUT -SINGLE USER WAINSCOT TYPICAL ICC ACCESSIBLE RESTROOM. REACH SCALE=1/4"=1'-0" 3. FOLDING DOOR 3I (B) SLIDING DOOR 32' MIN. �o (A) HINGED DOOR FIG. 404.2.3 CLEAR WIDTH 1 1ENAD HEALTH TERV I GET 1 1 A 0O 1 1 1 1 1 111111111 27 LT 1 O ID 1 42 LF 1 NJ O O <=w Em 52 LF Li n o o r Pan AREA OF CONTRACT TYP. VERT. GRAB BAR W/ BACKING, TOILET PAPER DISPENSER, DIM. GIVEN ARE TO OUTLET OF PAPER. OUTLET SHALL NOT BE LOCATED BEHIND GRAB BAR. M T-6" MIN. GRAB BAR 39"-41' 27 LT 1 O ID 1 42 LF 1 NJ O O <=w Em 52 LF Li n o o r Pan AREA OF CONTRACT TYP. VERT. GRAB BAR W/ BACKING, TOILET PAPER DISPENSER, DIM. GIVEN ARE TO OUTLET OF PAPER. OUTLET SHALL NOT BE LOCATED BEHIND GRAB BAR. M T-6" MIN. GRAB BAR 39"-41' GRAB BAR 12" 24" o MAX. MINj MIN Q vg ui MIU- c) O)F 1 7 9 16"-18" 4'-6" MIN. AND SIGNAGE DETAILS. (*) IF BOTH CLOSER AND LATCH (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. — — ARE PROVIDED 1 1'-0" MIN.* (**) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. 1 I iII --- z r-— i z V-6"I I - -M 1I MIN. 3-6"MIN. 2' 0"MN. zn MIN* 3-0 MIN. v 1 1 M- 2 I I ---2'- —M—IN --L-- - - - tj �I (A) (B) (C) (D) (") 48" MIN. IF CLOSER (*) 54" MIN. IF CLOSER (*) 48" MIN. IF CLOSER FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE IS PROVIDED. IS PROVIDED. IS PROVIDED. ANSI/ICC 117.1-2009 FIG. 404.2.3.2 (E) (F) (G) MANEUVERING CLEARANCE AT MANUAL SWINGING HINGE APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE DOORS TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT MAXIMUM REACH 0.5" 2" 5" 6" 9" 11" DEPTH (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) MAXIMUM REACH 48" 46" 42" 40" 36" 34" HEIGHT (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) z - Q v FIG. 308.2.1 (A) UNOBSTRUCTED FORWARD REACH >20"-25" MAX. FIG.308.2.2 (B) OBSTRUCTED HIGH FORWARD REACH XITING & CODE INFO. LEGEND (NOTE:ALL FIXTURES EXCEPT THE EXISTING EXIT LIGHT ARE NEW) =X LF TRAVEL DISTANCE ( LINEAL FEET AS INDICATED) 4 N EXISTING EXIT (HANDICAP SYMBOL WHERE EXIT IS ACCESSIBLE) WALL OR CEILING MOUNTED EXIT SIGN W/ INTEGRATED EMERGENCY PATH LIGHTING W/ BATTERY BACKUP (BUG EYE TYPES LIGHTS), SIGN TO INCLUDE DIRECTIONAL ARROW, WHEN APPLICABLE - IF WALL MOUNTED - HT 84" MIN. ® NEW WALL MOUNTED OR CEILING EMERGENCY PATH LIGHT FIXTURE W/ BATTERY BACK UP AS REQ., PROVIDED BY CONTRACTOR WALL MOUNTING HEIGHT -MIN. 84" REQ. F� FIRE EXTINGUISHER LOCATION ( TYPE EXTINGUISHER 2A10BC, 10 LB PER LOCAL REQ. E EXISTING N NEW R RELOCATED EXITING NOTES: MAXIMUM COMMON PATH TRAVEL DISTANCE TO EXITS:-SPRINKLERED PER IBC C. 10-TABLE 1006.2.1 -100 FEET ALL EXISTING BUILDING EXIT DOORS AND INTERIOR DOORS SERVING AN OCCUPANCY > THAN 50 SHALL HAVE CODE COMPLIANT PANIC HARDWARE AS REQUIRED .EXITING LIGHTS TO HAVE BUILT IN PATH LIGHTING PER CURRENT CODES AND PATH LIGHTING WITHIN THE SUITE SPACE. OCCUPANCY/EXITING NOTES (IBC 10.16.2): B (OFFICE - 5106 SF/150 = 35 OCC) RESTROOM NOTES (IBC C. 29A): PER IBC C. 29A, ACCESSIBLE COMMON RESTROOMS ARE EXISTING AND AVAILABLE FOR THIS BUILDING. AN ENSUITE ACCESSIBLE RESTROOM IS PART OF THIS PROJECT. FIRE EXTINGUISHERS: FIRE EXTINGUISHERS ARE EXISTING IN PLACE IN THE BUILDING AND FOR THIS SUITE. ALL EXTINGUISHERS MUST MEET CURRENT FIRE CODES PER THE LAST FIRE INSPECTION. VERIFY ALL EXISTING EXTINGUISHERS MEET ALL CURRENT CITY REQ. FOR TYPE OF EXTINGUISHERS AND PROVIDE NEW ONES PER CITY REQ.. NOTE THAT PLACEMENT TO MEET ALL CITY FIRE MARSHAL REQUIREMENTS. ACCESSIBILITY PATHWAYS, ETC.: SEE DETAILS THIS SHEET FOR TYPICAL DETAILS FOR ACCESSIBILITY CLEARANCES, PATHWAYS, AND REACHES PER ICC 117.1 2009 REQUIREMENTS. EMERGENCY PATH LIGHTING CONTRACTOR TO PROVIDE NEW WALL OR CEILING MOUNTED PATH LIGHTS WITH BUILT IN EMERGENCY BATTERY BACK UP LIGHTING AS REQUIRED FOR EXITING FROM THE SUITE. RENT ROLL (FIRST FLOOR) A100 (NEW TENANT - DENALI HEALTH SERVICES) A101 DOUG PEFFER A103 JENNY SHERIDAN A104 CORNERSTONE LAW A105 AX TAX z Q 2 M 10" MAX. 10" MAX. (A) FIG. 308.3.' UNOBSTRUCTED HIGH 1 I F--___1 r------ z 1 I z 1 1 C) I 1'-6"I IN. I 1 1'-0' IN. 1 1 CDI I I I I I PULL SIDE PUSH SIDE PUSH SIDEDOOR PROVIDED WITH BOTH CLOSER AND LATCH ANSI/ICC 117.1-2009 FIG. 404.2.3.2 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS 'YPICAL ACCESSIBLE DOOR OPENING, PASSAGE, MOUNTING HT. AND SIGNAGE DETAILS 2 00 v W = MAX. 100 Ib. PER STUD. 6 GA. METAL STUD 16" O.C. @ \LL BACKING STUD TRACKS i NOTE: DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS X 2 16 GA.X6"X1-1/2" UNPUNCHED METAL TRACK W/LEGS LL I_ v CLIPPED & BENT @ EA. STUD. ATTACH TO EACH STUD W/3(#10) SELF -DRILLING AND SELF -TAPPING SHEET METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 BAY BEYOND EDGE OF CABINET / EQUIP. FIG. 308.3.2 24" MAX. OBSTRUCTED HIGH SIDE TYPICAL BACKING DETIAL FOR REACH MISC. EQUIPMENT W/ STEEL STUD WALLS W Li V0:� �■ a U � ■ DC = U �Q � O E O U CCD p 00 L_ v > � N +_� N U LLI �O I",ate+ z ONE i U 00 U fu a;_r0I_ o� L QM1,Q) a--� L 0 3 fn = 4--J W W N O > N 4' 4- O 3 0 om 3: M RESUBMITT D 4/15/2022 CITY OF FEDE L COITY DEVELOP UJ U Lu V J uj 11-4 J z uj m fE�69l�fQlEDffJ z 0 J 0 m co o m z 0 UJ Q � z I � z UJD c=n U0< w W Q Q r^ Vl HL� 1 � < Lu O uj V / J z � O QLL W w LLU- ° z o ° PROVIDE BLOCKING AS REQ. TO MOUNT OUTLETS, III I j C SWITCHES, SENSORS & THERMOSTAT AS INDICATED W >_ U) LL 0 ~ a- LL LIGHT SWITCH O OUTLET-ELECT./DATA V a U AND/OR SENSO AREA OF THERMOSTAT 6" REF w z CENTERLINE OF a X W r LIGHT SWITCH ? < U �. AND/OR SENSOR X U d M W Q z g JOB NUMBER: PM: TYPICAL MOUNITNG FOR OUTLETS, SENSORS, TYPICAL MOUNITNG FOR RAISED SHEET: SWITCHES, THERMOSTATS LETTERS/BRAILLE SIGNAGE M W M LL WP22012 VSS T1. 1 ,Y LLJ cs SITE& CODE INFO. 40 J PARKING NOTES:SEE BELOW a W �L 0 u Q O E O U C p � 0 LO 4J C V a+ 01 LL.I �O �) t. . L Q Z ONE i U 00 u _ - r S MI +42Z f (U) S 35J+D OG' E (P � Q> U) O N 0 .1 Q u L M ra 4-1 �0 emu N O O powl OF BEClNhM G Q) � Ln _ p or E nm LO N (1) O m 3 IL S 3e'30`Oe C 375_00' (P) S 36'30' 2 E 375.w (k - s 38`3004 IE 2M.00' S ZeWw r: 200.00` p RESUBMITTED "29*` 7 -OO' 43 3&130 4 c 127.00 • K "r 5 .Y W I f I'1 4 561 � $ '3313vor E 1 "17. a t� � i�f C E r CENTER' �' 4/ 15 / 2 0 2 2 o-- ���, FRONT Str�� c ur�E 1 �rD F k CITY OF FED L ° I i CO I TY DEVE OP ` _ I 1g _ I "/ 14 " J — s';F - p, L�. 11 I ]—�— N I-1- z Zzonq�LLLj Luuw L[iH V H� CAP rn > 3 7 SP G flr} s R.4A�p W 00 H $ I '-r I � ' o m � p2— ME DEPT CONNECTLON � � STMD PIES VAULT 0 z ,ry I EX- WL;DE CVR5 � 11? { I '� F � � 1 w Q U I i 51 A S '- - - - 6" 11ERllcp& CURB 58,7` J W Z) (j) A513HALT 16 ti4A NR ESMT. Z406150302: i; u' I U-) Lu *�bi ! � P 1~i -e. sw I 11 S CE r�r * *4t Q Q r WALL 7" # J9' 4' Ytr 3 ,0}0` P � 20� ktAF� SETeACK LINE ' 42' 38'XI�[ N1 7} 33T-2�J' M " uno 42m w 229-4EF m (p) j r1 3e-v+ ` w 514,28' (U) H 39lw-ow $14.& (P) z V 1 59 W W cn in I 3:M W M LL- �i REGISTRATION 10226 REGIS D ARC T E ATE F WASH GTON AREA OF CONSTRUCTION IN BUILDING - z SUITE A100 (5106 SF-34 OCCUPANTS) a z Ln w (THIS TENANT IMPROVEMENT) LL En TOTAL PARKING: a- a V, LL V, -v 192 PROVIDED FOR THE PARK / 7 HC (INCLUDED) o Q aCrN (N c Lu 0 . (N r� rl, U, z SITE AND PARKING PLAN JOB NUMBER: WP22012 PM: VSS SCALE 1:40 (APPROXIMATE) SHEET: T 1 . 2 NORTH AY ENT PROJECT INFO. W Li WALL LEGEND J a W � _ - _ � DEMOLITION _. Y EXISTING WALLS TO REMAIN _. O U B/S TENANT PARTITION - B/S (OR 31/2") METAL STUDS @ 24"O.C. WITH 5/8" TYPE'X' GWB ON BOTH SIDES FROM FLOOR TO UNDERSIDE OF DECK (DEMISING WALLS) OR Q CEILING GRID (INTERIOR WALLS). SEE WALL DETAILS, SHEET A 1.2 EX EX EX GONER OFF I GE OF E ® F I GE ® F I GE ALIGN B/S SINGLE SWITCH THE ELECTRICAL PERMIT) E (UNDER "t E 266 SF/I5 15 OGG O U C 3 2 L- 0 � AM: N U a + N a) 0 GENERAL NOTES: PARTITIONS LLI �O ^ 1- � z 01N� U U 0 L fu -r • (6 �O O CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE Q � L fa A/1 ATTENTION OF THE ARCHITECT FOR DIRECTION. S- 3 - Q ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24" O.C. t j cV o WITH 5/8" TYPE'X' GYPSUM WALLBOARD EACH SIDE. +' THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED N O co 3: EX OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. 3: OFF I GE RESUBMITT D OFFSET STUDS AS REQUIRED, TO INSURE THAT FINISHED PARTITION SURFACES WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL OR PLUMBING ITEMS AS INDICATED ON THE DRAWINGS. 4 / 15 / 2 0 2 2 A/1 DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE 4" INCHES FROM FACE AT HINGE CITY OF FEDE L SIDE OF DOOR TO ADJACENT PARTITIONS. 0 COMMU14ITY DEVE OP ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL X KNOWLEDGE OR EFFORT. 5 R PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET ITOb METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING, PLUMBING FIXTURES AND ACCESSORIES WHERE INDICATED ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS. ST� ROOM TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. CONTRACTOR TO PROVIDE WATER Li Li AND MOISTURE RESISTANT FIBERBOARD FOR ALL WET WALL LOCATIONS IN RESTROOMS AND BREAK AND 112 ] AREAS AS REQUIRED. 245/I 5= 17 OGG VIDE FOR DESIGNER AND TENANT CONTACTOR TOPRIOR TO MAANUFACTUURE OF ANOY CA NEOTPWORK,INGS MILLWORK, AND ANY OTHER SPECIAL IRTEEMS REQUIRING CUSTOM SHOP FABRICATED WORK. CONTRACTOR TO VERIFY ALL ACCESSORY MOUNTING HEIGHTS WITH 2O15 iBC C. 11 AND ICC Al17.1 2009 ACCESSIBILITY CODES PRIOR TO INSTALLATION OF MILLWORK OR ACCESSORIES. r n z KEY NOTES: PARTITION 8 (7) U J D1 R3EMOVE WALL FOR NEW DOOR AND FRAME ALIGN WALL AT MULLION -0 EXISTING UPPER/LOWER CABINETS TO REMAIN O D1 I I o O PROVIDE NEW LIGHT SWITCHES FOR ALL NEW LOCATIONS AS INDICATED. MEET ALL WSEC 2018 ENERGY REQ. FOR DAYLIGHTING OR OTHER REQUIREMENTS. 0� 00 I I O Lu O z 4 0 I PROVIDE NEW ACCESSIBLE RESTROOM WITH ALL NEW ACCESSIBLE FIXTURES AND ACCESSORIES PER ICC/ANSI STANDARDS DETAILS ON SHEET T1.1. NOTE: NEW SHEET VINYL FLOOR COVED 6" AND O Q rl 4'-0" i 0 -� PLAM 4' HIGH ABOVE COVED FLOOR FOR WET WALL LOCATIONS. PROVIDE FAN VENT PER ALL LOCAL 1 L.1 LI 1 Q r - - - - ASS 15LE CODE REQ. � � z �O fRESTROOM I z _ J DOOR SCHEDULES AND NOTES r� III UJ DOOR TYPE &FRAME: O < U Q EX Lu uo V V OFF I G �X A NEW OR RELOCATED B/S 3' 0" DOOR IN B/S FRAME ASSEMBLY Lu 1 w EX OPEN I06 o Ex EX I OFI G J L0E351' j�BKRj�i$i�/ NO' " " `OOM I O� HARDWARE: EX I IO O 1 PROVIDE NEW B/S INTERIOR KEYED PASSAGE HARDWARE (TO MEET ALL ICC 2009 STD) S J Q < MANS � 2 PROVIDE NEW B/S INT. PRIVACY HARDWARE AND CLOSER Cm z n ®® 2 o Lu Lu m 0 _ Q 3: M W M LL s'-4° DOORMARDWARE NOTES: REGISTRATION 226 1. AT ALL DOOR AND DOORWAYS, AND DOOR HARDWARE (LEVER STYLE) SHALL BE ICC Al17.1 SECTION 404, 2009 REG25 D — ACCESSIBILITY CODE COMPLIANT LEVER STYLE. ARC T EX 2. ALL DOORS SHALL BE HAND OPERABLE WITH MINIMUM 0 EFFORT (5 POUNDS OR LESS) AND IN .A SINGLE MOTION. , ZE O I G ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. EXI O 3. ALL HARDWARE TO MATCH BUILDING STANDARDS LION ATE F WASH GTON RECEPTION 4. MANUF. =BUILDING STANDARD LION 5. CONTRACTOR TO REUSE AND RELOCATE EXISTING DOORS & HARDWARE WHERE POSSIBLE. DOORS TO MATCH EXISTING B/S DOORS & FRAMES. WHEN REUSED THEY ARE TO BE INSPECTED AND CONFIRMED TO BE IN GOOD WORKING ORDER. V7 z 6. ALL EXISTING DOORS TO REMAIN UON. z O 7. PROVIDE PANIC HARDWARE AT ALL EXIT LOCATIONS Q WHERE OCCUPANCY IS GREATER THAN 50 J d > Lu OCCUPANTS. 8. PROVIDE SIGNAGE AT MAIN ENTRY/EXIT:"THIS DOOR TO LL.I w REMAIN UNLOCKED DURING BUSINESS HOURS" IF NOT U z U) LL ALREADY PRESENT. J 0 = W 11 � � z o a O ' Q L DEMOLITION/PARTITION PLAN Q o FINISHES NOTES: GENERAL SPECIFICATIONS < Q z 14 o } } } } } Q GENERAL FINISHES � 81 F1 NEW PAINT ALL WALLS JOB NUMBER: WP22012 NORTH PM: VSS F2 MATCH B/S CARPET TILE AND B/S COVE BASE AS NEEDED. F3 NEW SHEET VINYL COVED 6" AT WALLS FOR THE NEW RESTROOM - SEE SHEET T1.1 FOR DETAILS SHEET: F4 NEW P-LAM CONTINUOUS WALL SURFACE TO MIN. 4' AFF FOR WET WALLS IN THE RESTROOM NOTE: FOR ALL FLOORING TRANSITIONS CONTRACTOR SHALL PROVIDE SCHLEUTER TYPE STRIPS A1.1- TO PROVIDE CLEAN AND SAFE CHANGES IN MATERIALS. NOTE ALSO TO PROVIDE APPROPRIATE TYPE NEW STRIPS ALL EXTERIOR DOOR ENTRIES. AY ENT ROOF/FLOOR DECK PURLIN OR 4x BLOCKING BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'4" O.C. MAX. W/ (2) WOOD SCREWS W/ 1-1/2" MIN. PENETRATION INTO PURLIN WALL BRACE AT PURLIN SCALE: 3" = V-0" SLIPTRAC INTERIOR NON-STRUCTURAL NON -COMPOSITE: (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 362S125-18 12" 14'-0" 362S125-18 16" 12'-2" 0 362S125-18 24" 9'-11" • 362S125-33 12" 17'-7" 362S125-33 16" 16-0" 362S125-33 24" 14'-0" 362S125-43 12" 19'-2" 362S125-43 16" 17'-5" 362S125-43 24" 15'-3" 362S125-54 (50 KSI) 12" 20'-6" 362S125-54 (50 KSI) 16" 18'-7" 362S125-54 (50 KSI) 24" 16-3" 362S125-68 (50 KSI) 12" 21'-11" 362S125-68 (50 KSI) 16" 19'-11" 362S125-68 (50 KSI) 24" 17'-5" e INDICATES THAT WEB STIFFENERS ARE REQUIRED AT END SEE PLANS FOR ROOF OR FLOOR COMPOSITION STEEL DECK CEMCO SLOTTED TRACK (CST) ICC-ESR-2012 WITH POWER -DRIVEN FASTENERS AT 16"O.C. MAX. ICC-ESR-1752 LARR # 22668 5/8" GYP. BD. EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING LARR # 25889 1 1 II II INSULATION WHERE OCCURS, SEE WALL TYPE SCHEDULE FULL HEIGHT NON -RATED WALL SCALE: 3"= V-0" (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 60OS125-27 12" 24'-4" 60OS125-27 16" 21'-6" 60OS125-27 24" 17'-7" 60OS125-33 12" 26'-2" 60OS125-33 16" 23'-9" 60OS125-33 24" 20'-6" 60OS125-43 12" 28'-9" 60OS125-43 16" 26'-1" 60OS125-43 24" 22'-10" 60OS125-54 (50 KSI) 12" 30'-9" 60OS125-54 (50 KSI) 16" 27'-11" 60OS125-54 (50 KSI) 24" 24'-5" 60OS125-68 (50 KSI) 12" 33'-0" 600S125-68 (50 KSI) 16" 30'-0" 600S125-68 (50 KSI) 24" 26'-2" INTERIOR NON-STRUCTURAL NON -COMPOSITE: NOTE: ALL STUD INFORMATION IS BASED ON: FLANGE WIDTH: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) MEMBER DEPTH: (EXAMPLE: 1 5/8"=1.625" - X 1621/100 (EXAMPLE: 6" - 600 X 1/100") ALL INCHES) ALL FLANGE WIDTHS ARE TAKEN MEMBER DEPTHS ARE TAKEN IN IN 1/100 INCHES. 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. 600 S 162 - 54 STYLE: MATERIAL THICKNESS: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL=1/1000 (EXAMPLE: STUD OR JOIST SECTION =) S IN MATERIAL THICKNESS IS THE MINIMUM THE FOUR ALPHA CHARACTERS UTILIZED BY THE BASE METAL THICKNESS IN MILS. MINIMUM DESIGNATOR SYSTEM ARE: S, T, U, F BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. • MOST COMMON USED - REFERENCE DWGS S = STUD OR JOIST, = TRACK, = CHAININEL, F = FURRING (L/240) WALL HT. TABLE-SSMA SOUND MITIGATION INSULATION WHER OCCUR; BRACING TO STRUCTURE, ALTERNATI SIDES. USE METAL STUDS AT MIN. 8'-0" O.0 FOR 31/2" STUDS W/ MIN. 2 BRACES PEF WALL SECTION., MATCH WALL STUD SIZE t GAUGE. PROVIDE BENT LEG & FASTEN T( TOP TRACK PER MFG REQ. (MAX. LENGTI OF BRACE 25'41 SCRIBE WALL BOARD TO CEILING GRID & TRIM NEAT & TRUE. TOP TRACK SECURED TO WALL BRACES W/ (2) #8 SMS. INSULATION FOR RESTROOM WALLS & CEILING 20 GA. 6" MTL STUDS (600S125-33) AT 24"O.C. TO SPAN UP TO 10'-11" MATCH EXISTING B/S 5/8" WATER RESISTANT FIBER BD. GYP. BD. INTERIOR WET WALLS. PART. WALL SCALE:NTS RESTROOM PLUMBING PIPE SIZES, ETC. SOUND MITIGATION INSULATION WHERE OCCURS, BRACING TO EXISTING STRUCTURE, MATCH WALL STUD SIZE & GAUGE FASTEN TO TOP TRACK PER MFG REC TOP TRACK SECURED TO WALL BRACES W/ (2) #8 SMS. INSULATION FOR RESTROOM WALLS & CEILING 20 GA. 6" MTL STUDS (600S162-33) AT 24"O.C. TO SPAN UP TO 14-1" MATCH EXISTING B/S 5/8" WATER RESISTANT FIBER BD. GYP. BD. INTERIOR WET WALLS. 5/8" GYP. BD. EXT. SIDE OVER 3 5/8" @ 24" O.C. (362S125-18) PARTITION WALL FOR RESTRM. SCALE: NTS 3 1 /2" 20 CON' ANCHORE POV FASTENIN, X-ZF 22 .145 DIA. TO BE INSULATION WHERE SPECIFIED, SEE KEY NOTES AND WALL LEGEND 5/8" TYPE X GYPSUM BOARD EACH SIDE OVER METAL STUDS, TYPICALLY 3 1/2" 25 GA. (350S125-18) SET AT 24" O.C. W/ ALLOWABLE HT TO 9'-11" SEE METAL STUD TABLE TO VERIFY SIZE & SPACING BASED FOR ACTUAL CEILING HT LOCATIONS 4" RESILIENT BASE @ GYP. BD. WALLS EXCEPT RESTROOMS, U.O.N. #10 SCREWS (TYP.) FINISHED FLOOR (SLAB) PARTITION WALL BASE -STD. SCALE: NTS na, RESTROOM-OPTIONAL/- Ell RESTROOM PLUMBING PIPE SIZES. ETC. NOTES: THIS DETAIL IS PROVIDED BY THE CONTRACTOR TO SHOW THE SIZES FOR THE PLUMBING PIPES AND CONNECTION POINTS INTO THE EXISTING PLUMBING FOR THE BUILDING FOR THE PURPOSES OF OBTAINING THE OVER THE COUNTER PERMIT. THE SKETCH SCALE IS NOT EXACT AND THE ADJACENT PARTITION PLAN HAS THE ROOM SIZES AND CORRECT LAYOUT FOR THE FIXTURES. W L1J V� �■ a U ®� O v �a 0 E,--I O U c L_ p CD � 0 v> �0 +�+ a)� +-+ N U u a) LLI �O ^ ate+ z ONE i U (a S� 00 U 0 L fu N L . c6 O� O� L Q u a--,, S_p 1^ N '� N t 4' 4-J > O 3 0 o m � M RESUBMITT: 4/15/20 CITY OF FEDER COITY DEVE; V / w U I\ -I Lu C) J a LLJ REGISTRATION 10226 z H� 0 J O 00 I 0C 0 O z o UJ a � z � z L1J c=n U0< LL L Q Q o (f) I_- 3: '-' a LJ oM Lu p M L M LL REGIS z z C E a � > w LL LL z O w U) o LL C H a- = LL U a V L�~ U) J w J a ~ a � 0 Q z � C n NI JOB NUMBER: PM: SHEET: A1.2 WP22012 VSS 2 ,Y SCALE: 3/8"=V-0" SCALE: NTS © 2016 WORKPLACE ARCHTECTURE P.S.