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20-103127 -Plan Set-08-12-2020-V1
PROJECT DATA LEGAL DESCRIPTION / TAX ID NUMBER PROJECT INFORMATION INDEX OF DRAWINGS T1.1 COVER SHEETT0.1 ARCHITECTURAL A1.0 INDEX OF DRAWINGS SITE LOCATION PLAN (NTS) OWNER/CONSULTANTS SCOPE OF WORK SCOPE OF WORK INCLUDES PROVIDING A NEW REPLACEMENT B/S ACOUSTICAL CEILING GRID FOR THIS SPACE WITH 16 NEW FLAT PANEL LED LAMPS, MECHANICAL VENT LOCATIONS AND INCORPORATING THE EXISTING SPRINKLER HEADS. NEW ELECTRICAL DUPLEX LOCATIONS ARE SHOWN. ELECTRICAL, MECHANICAL AND ANY SPRINKLER WORK ARE UNDER SEPARATE PERMITS. DEFERRED SUBMITTALS OCCUPANCY SEPARATION (IBC C. 5): ZONING: SPRINKLERED:SPRINKLERED-NFP13 5B CITY OF FEDERAL WAY TYPE OF CONSTRUCTION (IBC 602.5): BUILDING DEPARTMENT: PROPERTY SIZE: BUILDING CODES: CC-F - COMMERCIAL FRAME 486,862 SF/11.18 ACRES SUITE SIZE: 1695 NET SF BUILDING SIZE: 119,143 SF TENANT OCCUPANCY (IBC C. 10): M - RETAIL TAX ID NUMBER -150050-0110 CENTURY LOT A FEDERAL WAY BLA #04-100603-00-SU REC #20050330900002 SD BLA BEING LOTS 8, 10, 11 & 12 CENTURY ADD LESS PORTIONS FOR R/W PER SCC 01-2-29487-3KNT SCC 01-2-08746-1KNT SCC 02-2-19486-9KNT REC #20020415002589 YEAR BUILT: 1963 (1989 EFFECTIVE YEAR) N/A 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE (STATE OF WASHINGTON AMENDMENTS) 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 WASHINGTON STATE ENERGY CODE ICC A117.1 2009 (ACCESSIBILITY CODE) CONSTRUCTION AREA: 1501 SF OWNER E-Mail:lindyg@harsch,com PHONE: 503.973.0214 PORTLAND, WA 97205 1121 SW SALMON, SUITE 500 ATTN: LINDY GOODLING HARSCH INVESTMENT PROPERTIES MOBILE: 503.819.9990 VICINITY PLAN CONTRACT SITE BIDDER DESIGN (UNDER SEPARATE PERMIT) ELECTRICAL MECHANICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLERS BIDDER DESIGN (UNDER SEPARATE PERMIT) FIRE ALARM BIDDER DESIGN (UNDER SEPARATE PERMIT) 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. GENERAL NOTES: AC AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR ALT ALTERNATE APROX APPROXIMATE 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 DN 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 HM HOLLOW METAL HR HOUR HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATING, AIR CONDITIONING HW HOT WATER I IBC INTERNATIONAL BLDG. CODE INC INCLUDE INFO INFORMATION INSUL INSULATE(D) (ING) INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN LAM LAMINATED LAV LAVATORY LH LEFT HAND ABBREVIATIONS MAX MAXIMUM MECH MECHANICAL MTL METAL MEZZ MEZZANINE MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANIOUS MTD MOUNTED MUL MULLION MW MICROWAVE N NORTH NIC N0T 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 RAD RADIUS RB RESILIENT BASE RT RESILIENT TILE 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 SQ 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/O WITHOUT WT WEIGHT PROJECT ADDRESS MATHNASIUM - SUITE I-060 32057 PACIFIC HWY S - I-060 FEDERAL WAY, WA 98003 GENERAL CONTRACTOR E-Mail: BOWMANCREEKLLC@GMAIL.COM Fax: Phone: 253.732.3091 TACOMA. WA. 98401-2214. PO BOX 2234 ATTN: MIKE LEE BOWMAN CREEK CONTRACTING LLC Mobile: 253.414.8599 EXITING PLAN AND CODE INFORMATION NORTH NORTH PROJECT SITE BUILDING I - SUITE 060 NUMBER OF STORIES:1 STATE LICENSE: BOWMACC924BW/ 1/16/2020 CITY LICENSE: T1.0 JOB NUMBER: PM: © 2016 WORKPLACE ARCHTECTURE P.S.NO. DATE PURPOSE/REVISIONCOVER SHEETPROJECT INFOMATIONSYMBOL LEGEND: PREVIOUS TENANT OCCUPANCY/USE (IBC C. 10): M - RETAIL DETAIL REFERENCE FIRE EXTINGUISHER IN CABINET OR WALL MOUNTED KEYNOTE REFERENCE#ALIGN THESE SURFACES ROOM NUMBER REFERENCE NEW DOOR/NUMBER EQUIPMENT TAG XX XXX #/# FEC FE ELEVATION REFERENCE X-XX ## ## PARTITION PLAN WITH NEW REFLECTED CEILING (RESTROOM INSTALL WAS UNDER PREVIOUS PERMIT) REGISTRATION 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 2015 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 IN 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" HT . 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 2015 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 2013. 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, 'PCOLOR 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/DUDGETING 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.C. 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 2012 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.xxxxxxxxxxxxxxxxx x x x xxxxxxx x x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxPRO P E R T Y LI N E HC HC HC HC HC HC HC HC BUILDING "B" BUILDING "A" BUILDING "O"BUILDING "P-4" ET 253.59' PROPERTY LINEHC HC SOUTH 324TH STREETSIGN 24" CONC WALLCROSSWALK STOP BAR STOP BAR RIGHT LANE MUST TURN RIGHT SIGN STOP BAR CROSSWALKCROSSWALK CROSSWALKSTOP BARLANE STRIPEDOUBLE YELLOW STRIPEEXPLORE FEDERAL WAY SIGN S88°48'13"E 1283.54'COVERED BUS STOP BUILDING "B1" T BT T HC HC BUILDING xxx xx10 30 3 1613 6 18 12 12 4 14 5 6 35 28 7 9 10 7 13 16 16 16 16 16 16 16 16 16 16 16 13 16 16 16 16 16 16 16 12 10 10 6 13 16 15 15 12 3 8 11 5 18 109 5 155 35 19 161 30 263 22 211 58 52 22 HC HC T 8 2 T T T ROSS NEW ELECTRICAL AND TELEPHONE ROOMS NEW 5 FT. WIDE WALKWAY AND LANDSCAPING 30,054 SF MICHAEL'S RITE-AID T T T 8 16 T 14 14 EXISTING FIRE HYDRANT 3'-0" LANDSCAPE BERM NEW TRASH ENCLOSURE, COVERED 7' x 16' SIGNSIGN HC HC RELOCATED MONUMENT SPEAKER 12 9933 HC BUILDING "P-5"xxxxx xxxxx10 4 6 7 HC 20 12 15 15 15 5 12 78 EXISTING EXISTING EXISTING HC HC HC HCSOUTH 324TH STREETBUILDING "B1" HC HC EXISTING 5 35 7 9 7 13 16 16 16 16 16 16 16 16 16 16 16 13 16 16 16 16 16 16 16 12 10 10 6 13 16 15 15 12 3 8 11 35 30 263 22 211 58 HC HC 8 2 3'-0" LANDSCAPE BERM INTEGRAL COLOR CONCRETE CROSSWALK INTEGRAL COLOR CONCRETE CROSSWALK, TYP. EXISTING HC BUILDING "P-5" 10 4 6 7HC 20 12 15 15 15 DOCK NEW LOADING VINE POCKET, TYP. ALONG SOUTH 26 27 ENCLOSURE, 12'x20' CLEAR NEW TRASH RELOCATED PRO P E R T Y LI N E 253.59' PROPERTY LINEHC HC EXISTING PRO P E R T Y LI N E 253.59' PROPERTY LINESOUTH 324TH STREET30 3 1613 6 18 12 12 4 6 28 10 5 18 109 5 155 19 161 52 NEW 5 FT. WIDE WALKWAY AND LANDSCAPING 5 HC HC 2 2 EXISTING FIRE RISER ROOM 5 19 12 78 VINE POCKET, TYP. ALONG SOUTH 14 14 14 HC HC HC HC 52 HC HC HC HC HC HC 16 T 2 2 1T NEW TRANSFORMER RELOCATED DOCK FIRE HYDRANT NEW TRANSFORMER FIRE HYDRANT TOTAL WINE 20,875 SF ELECTRICAL LEGENDARY DONUTS 1831 SF PACIFIC HIGHWAY 99SOUTH 320TH STREET PACIFIC HIGHWAY 99 SOUTH 320TH STREET SPRINKLER RM.dryriser 2 wet risers VACANT 1752 SF note RR will needvertical grab bar 20,495 SF 20,811 SFVACANT 2,780 SF CHICK-FIL-A HCHC9 dock dock VACANT 20,524SF EXISTING EXISTING FIRE RISER ROOM SHEET: REGISTRATION JOB NUMBER: PM:NO. DATE PURPOSE/REVISION3025 112th Ave. NE, Suite 110Bellevue, Washington 98004206.310.0827 T www.workplacearchitecture.comthe art of architecture for the work place environmentVSS WP-20023CELEBRATION CENTER-BLD. i - 060FEDERAL WAY, WA 9800332057 PACIFIC HWY S - SUITE I-060 7.7.19 - ISSUED FOR REVIEW 7.--.19 - ISSUED FOR PERMITMATHNASIUMCITY OF FEDERAL WAY CODES AND AMENDMENTS REFLECTED CEILING DETAILS A2.0 ERIC L. DRIVDAHL 10226 20-103127 -Plan Set-08-12-2020-V1 RECEIVED CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Aug 20 2020 6"3'-4"LIGHT SWITCH AND/OR SENSOR THERMOSTAT PROVIDE BLOCKING AS REQ. TO MOUNT OUTLETS, SWITCHES, SENSORS & THERMOSTAT AS INDICATED 4'-0"MAXCENTERLINE OF LIGHT SWITCH AND/OR SENSOR TYPICAL MOUNITNG FOR OUTLETS, SENSORS, SWITCHES, THERMOSTATS MAXIMUM REACH DEPTH MAXIMUM REACH HEIGHT 0.5" (13 mm) 48" (1220 mm) 2" (51 mm) 46" (1170 mm) 5" (125 mm) 42" (1065 mm) 6" (150 mm) 40" (1015 mm) 9" (230 mm) 36" (915 mm) 11" (280 mm) 34" (865 mm) TABLE 603.6 - MAXIMUM REACH DEPTH AND HEIGHT 1'-6"MAXOUTLET-ELECT./DATA 4'-0" MIN5'-0" MAXAREA OF REFUGE :.::: TYPICAL MOUNITNG FOR RAISED LETTERS/BRAILLE SIGNAGE 103 EX. RR 102 STOR. 108 OPEN FLOORSSS S15" MIN.48" MAX.48" MAX.44" MAX.(A)(B) 20" MAX. >20"-25" MAX.15" MIN.48" MAX.10" MAX.48" MAX.46" MAX.10" MAX.> 10"- 24" MAX. (A)(B)34" MAX.34" MAX.UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACHUNOBSTRUCTED HIGH SIDE REACH T1.1 © 2016 WORKPLACE ARCHTECTURE P.S.EXITING PLANCODE INFORMATIONNORTH SCALE =1/8"=1'-0" EXITING PLAN (EXISTING) CEILING-MOUNTED EXIT SIGN W/ INTEGRATED EMERGENCY PATH LIGHTING W/ BATTERY BACKUP, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED WHEN APPLICABLE. SHADED QUADRANT INDICATES FACE OF LETTERING. EXISTING ACCESSIBLE EXIT TRAVEL DISTANCE ( LINEAL FEET AS INDICATED ) LEGEND EXIT MAXIMUM TRAVEL DISTANCE TO EXITS: PER IBC C. 10 (FULLY SPRINKLERED) RETAIL (GYM) - M MAX. 300 FEET EXITING NOTES: EXISTING/FORMER USE: M OCCUPANCY (RETAIL) NEW TENANT USE:M 1752 SF / 60 =29.2 OCCUPANTS OCCUPANCY NOTES (IBC 10.16.2): RESTROOM NOTES (IBC C. 29.02.1): EXITING & CODE INFO. SCALE =1/4"=1'-0" TYPICAL ACCESSIBLE INSTALLATION DETAILS EX. WALL MOUNTED INTERIOR EMERGENCY PATH LIGHT FIXTURE W/ LIGHT SENSOR 86' SHEET: REGISTRATION JOB NUMBER: PM:NO. DATE PURPOSE/REVISION3025 112th Ave. NE, Suite 110Bellevue, Washington 98004206.310.0827 T www.workplacearchitecture.comthe art of architecture for the work place environmentVSS WP-20023CELEBRATION CENTER-BLD. i - 060FEDERAL WAY, WA 9800332057 PACIFIC HWY S - SUITE I-060 7.7.19 - ISSUED FOR REVIEW 7.--.19 - ISSUED FOR PERMITMATHNASIUMSPACE IS FULLY SPRINKLERED M OCCUPANCY (RETAIL) = 29.2 OCCUPANTS (ONE EXIT REQUIRED) REQUIRED PER TABLE, FIXTURES FOR MEN/WOMEN: 1/500 OCCUPANTS PROVIDED: ONE ACCESSIBLE RESTROOM DRINKING FOUNTAIN - NOT REQUIRED JAN. SINK - NOT REQUIRED EX BLD. ROOF ACCESS/W.H. EXISTING TENANT (NO WORK THIS AREA) EX BLD. EXIT FOR ROSS SUITE EX BLD. SPRINKLER ROOM SUITE I-060 1752 SF CONTRACT THIS SUITE EX. RETAIL FINE WINES NO WORK THIS AREA EX. RETAIL ROSS NO WORK THIS AREA ACCESSIBLE EXIT / ENTRY ERIC L. DRIVDAHL 10226 RECEIVED CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Aug 20 2020 FIRE RISER NNNNNNNNNNNNNNNN103 EX. RR 102 STOR. 108 OPEN FLOORSSS SFIRE RISER 103 EX. RR 102 STOR. 108 OPEN FLOOR A1.0 WALL LEGEND NEWN EXISTING TO REMAINE PROJECT INFO. GENERAL NOTES: CEILING DEMOLITION (ONLY FOR NEW 20 MIN RATED DOOR AND FRAME) EXISTING CONSTRUCTION TO REMAIN PARTIAL HT WALL (12'-0") INTERIOR WALL (NON-FIRE RATED) SEE DETAILS 3,4,5, SHEET A01.1 NORTH EX, PARITION AND NEW ELECT. PLAN 0 4'8'16' 1/8"=1'-0" NORTH ELECTRICAL/LIGHTING PLAN 0 4'8'16' 1/8"=1'-0" PERMIT AREA- ELECTRICAL/PHONE/DATA PLAN PROVIDED BY THE DESIGNER. THIS DESIGN SHOWS NEW PROPOSED LOCATIONS DESIGNED FOR INFORMATION AND POTENTIAL BIDDING ONLY. ALL FINAL LOCATIONS TO BE APPROVED BY TENANT, THE BUILDING PROJECT MANAGER AND THE DESIGNATED CONTRACTOR PRIOR TO INSTALLATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THIS DESIGN OR THIS SEPARATE PERMIT. CONTRACTOR TO DETERMINE, IF OUTLET LOCATIONS CAN BE REUSED AND TO REMOVE ANY OUTLETS NOT USED WITH APPROVAL OF THE BUILDING OWNER OR PROJECT MANAGER. ELECTRICAL/PHONE/DATA LEGEND (NEW ONLY) NEW WALL MOUNTED DUPLEX RECEPTICAL OUTLET KEY NOTES: ELECTRICAL/DATA/PHONE E1 WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET (TBD, IF NEEDED) 1. SEE BUILDING STANDARDS FOR LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR & MFG 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES ON PLANS. 4. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY PM OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 5.PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 6.CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 7.NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 8.ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) 9.ALL SPRINKLER HEADS AT HARD-LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 10.ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. 11. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED. 12.PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. 13.WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE PM. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 14. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 15. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER TO COMPLY WITH NEC 16. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. 17. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 18. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 19. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. LIGHTING LEGEND (NEW ONLY) B/S EXISTING 1 x 4 SURFACE OR WALL MOUNTED 32 WATT LED LIGHT FIXTURE SEX B/S LIGHT SWITCHES (VERIFY LOCATION OF OVERHEAD LIGHT SWITCH). EX. B/S EXHAUST FAN FOR RESTROOMS SHEET: REGISTRATION JOB NUMBER: PM:NO. DATE PURPOSE/REVISION3025 112th Ave. NE, Suite 110Bellevue, Washington 98004206.310.0827 T www.workplacearchitecture.comthe art of architecture for the work place environmentVSS WP-20023CELEBRATION CENTER-BLD. i - 060FEDERAL WAY, WA 9800332057 PACIFIC HWY S - SUITE I-060 7.7.19 - ISSUED FOR REVIEW 7.--.19 - ISSUED FOR PERMITMATHNASIUMEX BLD. ROOF ACCESS/W.H. EXISTING TENANT (NO WORK THIS AREA) 2 EX BLD. EXIT FOR ROSS SUITE EX BLD. SPRINKLER ROOM PARTITION PLAN/REFLECTEDCEILING PLANNEW B/S 2 x 4 LED FLAT PANEL LIGHT FIXTURE (62 WATTS) ILLUMINATED EXIT SIGN - DIRECTION OF ARROW GWB PROVIDE NEW B/S ARMSTRONG CEILING SYSTEM SET TO MATCH THE HT OF THE EX. SPRINKLER LOCATIONS EX. ELECTRICAL PANEL LOCATION COORDINATE PHONE/DATA INSTALLATION WITH APPROPRIATE SUB-CONTRACTOR., TENANT, & BUILDING MANAGER PRIOR TO CONSTRUCTION. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON-DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. CENTER ALL NEW WALL MOUNTED OUTLETS/RECEPTACLES AT +18" A.F.F., U.O.N. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), SPACE NO MORE THAN 2" APART. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS B/S IS DIFFERENT, MATCH B/S OR VERIFY W/ BUILDING MANAGER. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED AND CHANGES MADE BASED ON THE EXISTING CONDITIONS ABOVE THE CEILING OR IN THE WALLS. NOTIFY ARCHITECT FOR ANY SIGNIFICANT CHANGE. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQ. WITH TENANT. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED BY BLD. APPROVED ULTRASOUND OR X-RAY VIEWING PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. CONTRACTOR SHALL OBTAIN APPROVAL FROM BUILDING MGR. FOR ALL THERMOSTAT LOCATIONS. ELECTRICAL/PHONE/DATA NOTES CEILING KEY NOTES 1 2 EXISTING CEILING IN RESTROOM AND STORAGE ROOM TO REMAIN. THIS WAS UNDER A PREVIOUS PERMIT. PROVIDE NEW ARMSTRONG B/S CEILING GRID AND ACOUSTICAL TILE SET AT SAME HT AS THE EXISTING SPRINKLER HEADS-MIN. 9' HIGH. 1 RETAIL FLOOR PERMIT AREA- RETAIL FLOOR VERIFY FINAL LOCATIONS OF OUTLETS WITH TENANT VERIFY FINAL LOCATIONS OF OUTLETS WITH TENANT E2 VERIFY ELECTRICAL REQ. FOR STORAGE ROOM WITH TENANT. E1 E2 ERIC L. DRIVDAHL 10226 RECEIVED CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Aug 20 2020 A2.0 © 2016 WORKPLACE ARCHTECTURE P.S.REFLECTED CEILING DETAILSGENERAL RECOMMENDATIONS: 1.PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 2.FOR FURTHER INFORMATION ON BRACING OF NON-LOAD BEARING PARTITIONS REFER TO THE NWCB TECHNICAL DOCUMENT #200-501 3.ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 4.CEILINGS LESS THAN 144 SQ. FEET AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 5.THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. ELECTRICAL FIXTURES 1.LIGHT FIXTURES WEIGHING < 10 LBS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURES TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 2.LIGHT FIXTURES WEIGHING > 10 LBS. AND < 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3.LIGHT FIXTURES WEIGHING > 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4.PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GA. WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. 5.TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES 1.TERMINALS OR SERVICES WEIGHING < 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. 2.TERMINALS OR SERVICES WEIGHING > 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3.TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SPRINKLERS 1.FOR CEILING WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 IN. OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 IN. IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INC. FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. NOTES: OPTIONAL VERTICAL BRACING SHALL BE 12' O.C (MAX) AND BEGIN < 6' FROM WALLS-SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. VERT. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE (WHEN USED.) LAT. FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2'-0" OF CROSS TEE AND SPLAYED 90° FROM EA. OTHER @ 12'-0" O.C. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4'-0" FROM EA. WALL 1. CEILINGS CONSTRUCTED OF SCREW-OR-NAIL ATTACHED GYPSUM BOARD ON ONE LEVEL THAT AREA SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. 2.CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. 3.LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) & SPLAY WIRES. 4.LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. 5. SEISMIC SPLAY WIRES ARE TO BE 4 - 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. 6 SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. 7.POWDER ACTUATED FASTENERS (PAFS), WHEN USED FOR SEISMIC APPLICATIONS ARE PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, AND SHALL HAVE AN ICC-ES FOR APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS REQ. 8.SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. 9.RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. 10.CEILINGS WITH PLENUMS <12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. 2" 2" SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EACH OTHER & AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CLG. HANGER WIRES SHALL BE 12 GA. &4' O.C. OR 10 GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EA. WALL. 12 GA. HANGER WIRE SPACED 4' O.C. ALL WIRE TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. 45° 45° MAX 45° MAX MAIN BEAM CROSS TEE EMT CONDUIT TO 7'-8" TO 5'-10" TO 9'-9" 1/2" 3/4" 1" DBL 1-5/8 X 20 GA STEEL STUDS 1-5/8 X 20 GA. TO 15'-0" TO 15'-0" TO 12'-0" 2-1/2" X 20 GA TO 13'-6" DBL 2-1/2" X 20 GA MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS 1.VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. 2.CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. *PROVIDE ENGINEERING IF PLENUM > 11'-0" LATERAL FORCE BRACING (PERSPECTIVE) CEILING BRACING COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT, SEE ATTACHMENT DETAILS THIS SHEET SPREADER BAR OR EQUAL TO KEEP PERIMETER COMPONENTS FROM SPREADING APART 3/4" MIN. AT UNATTACHED WALLS 2" MIN. WALL 8" MAX 3/4" MIN. AT UNATTACHED WALLS 2" MIN. WALL 8" MAX ATTACHED WALL MOLDING REQ. UNATTACHED WALL MOLDING REQ. 1.TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. 2.SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. 3.SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. 4.WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. 1.WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. 2.WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. 3.THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. T WALL MOLDINGS: SPREADER BARS: 3/4" MIN. 1 FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 2.THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED DETAILED IN THIS DOCUMENT OR PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4". 3.IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXCEED A MINIMUM OF 6" ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. POP RIVET FLANGE PERIMETER HANGER WIRE NOTES: SUSPENDED CEILING BRACING SCALE: NTS 2 CEILING TRANSITION NTS 1 SPREADER BAR & WALL MOLDING NTS 3 SEISMIC SEPARATION JOINT SCALE: NTS 5 WALL MOLDINGS: 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRE &TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3". 2.HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5' O.C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 # 3.POWDER ACTUATED FASTENERS (PAFs) ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. 4.TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8"OF EACH WALL WITH A PERIMETER WIRE. 5.WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE ABLE TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. 6,FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 ## AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. MAX. 45° ANGLE MAX. 45° ANGLE3"NOTES: HANGER (SUSPENSION) WIRES SCALE: NTS 8" MAX PLUMB 1/6 4 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS./SF 2.ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C. CHANGES. 3. CHANGES TO CEILING PLANES WILL REQUIRE POSITIVE BRACING. NOTES: LATERAL FORCE BRACING SCALE: NTS VERTICAL WIRE HANGER-300# MIN. WOOD 3 TURNS CONNECTION @ CENTERLINE MEMBER 2X SUBPURLIN OR 4X PURLIN OR GLB 2X6 MIN. SUBPURLIN OR 4X PURLIN OR GLB MTL STUD VERTICAL BRACE SIZE PER CHART DETAIL 1, (2) 5/16"X2"LAG SCREWS 2"MIN. ATTACHMENTS @ WD DECK NTS 3"MIN. 3" MAX 7 6 SHEET: REGISTRATION JOB NUMBER: PM:NO. DATE PURPOSE/REVISION3025 112th Ave. NE, Suite 110Bellevue, Washington 98004206.310.0827 T www.workplacearchitecture.comthe art of architecture for the work place environmentVSS WP-20023CELEBRATION CENTER-BLD. i - 060FEDERAL WAY, WA 9800332057 PACIFIC HWY S - SUITE I-060 7.7.19 - ISSUED FOR REVIEW 7.--.19 - ISSUED FOR PERMITMATHNASIUMDETAILS REFERENCE: NORTHWEST WALL AND CEILING BUREAU REFERENCE 401-REVISED 12/2017 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS SEISMIC DESIGN CATEGORIES D, E, AND F. REFERENCED SOURCES PER HIERARCHY: 2015 INTERNATIONAL BUILDING CODE,(AM. SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) C635, ASTM C636, ASTM E 580/E580M, AND CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOC. (CISCA). ERIC L. DRIVDAHL 10226 RECEIVED CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Aug 20 2020