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22-104212 (2)DRAWING SYMBOLS PROJECT TEAM DRAWING INDEX 22-104212 L ANGLE E EAST L&P i CENTERLINE (E)/EXIST EXISTING LAM # POUND OR NUMBER EA EACH LAT AB ANCHOR BOLT EB EXPANSION BOLT LAV A/C AIR CONDITIONING EJ EXPANSION JOINT LB ACT ACOUSTICAL CEILING TILE EL ELEVATION LF ACOUST ACOUSTIC ELEC ELECTRICAL LKR ACP ACOUSTICAL CEILING PANEL ELEV ELEVATOR/ELEVATION LL ADH ADHESIVE EMER EMERGENCY LT AFF ABOVE FINISH FLOOR ENCL ENCLOSURE LTL AL/ALUM ALUMINUM EPO EMERGENCY POWER OFF LVR ANCH ANCHOR EQ EQUAL LVP ANOD ANODIZED EQUIP EQUIPMENT LVT AP ANNUNCIATOR PANEL EXT EXTERIOR APPROX APPROXIMATE MAS ARCH ARCHITECTURAL FA FIRE ALARM MAT ASPH ASPHALT FD FLOOR DRAIN/FIRE DAMPER MAX FND FOUNDATION MC BARI BARIATRIC FE FIRE EXTINGUISHER MDF BB BULLETIN BOARD FEC FIRE EXTINGUISHER CABINET MECH BD BOARD FF FACTORY FINISH MEZZ BET BETWEEN FH FIRE HYDRANT MFD BITUM BITUMINOUS FHC FIRE HOSE CABINET MFR BLDG BUILDING FIN FINISH MGR BLK BLOCK FIXT FIXTURE MH BLKG BLOCKING FLASH FLASHING MIN BM BEAM FLR FLOOR MIR BOT BOTTOM FLUOR FLUORESCENT MISC BRIG BEARING FOC FACE OF CONCRETE MLDG BSMT BASEMENT FOF FACE OF FINISH MLWK BUR BUILT-UP ROOFING FOM FACE OF MASONRY MO FOS FACE OF STUDS MON CB CATCH BASIN FRP FIBERGLASS REINFORCED MRD CD CEILING DIFFUSER PLASTIC MS CER CERAMIC FS FULL SIZE/FLOOR SINK MTD CAB CABINET FT FOOT/FEET MTL CG CORNER GUARD FTG FOOTING MUL CI CAST IRON FURR FURRING MWB CIP CAST IN PLACE CJT CONSTRUCTION JOINT GA GAUGE N CLNG CEILING GALV GALVANIZED NC CLJ CONTROL JOINT GC GENERAL CONTRACTOR NCAP CLR CLEAR GB GRAB BAR CMU CONCRETE MASONRY UNIT GL GLASS NCCB CNTR COUNTER GND GROUND NCDS CO CLEAN OUT GT GLAZED TILE NCPC COL COLUMN GWB GYPSUM WALLBOARD NCPS CONC CONCRETE GWS GLASS WRITING SURFACE NCSA CONN CONNECTION GYP GYPSUM NIC CONSTR CONSTRUCTION NOM CONT CONTINUOUS HB HOSE BIBB NTS CORR CORRIDOR HC HANDICAPPED CPT CARPET HDR HEADER OC CRNR CORNER HDWD HARDWOOD OCC CT CERAMIC TILE HDWE HARDWARE OD CTR CENTER HT HEIGHT OFF CSK COUNTERSUNK HM HOLLOW METAL OH CW COLD WATER HCWD HOLLOW CORE WOOD OPH HORIZ HORIZONTAL OPP DBL DOUBLE HR HOUR DEPT DEPARTMENT H.R. HANDRAIL PBD DET DETAIL HSD HAND SANITIZER DISPENSER PC DF DRINKING FOUNTAIN HT HEIGHT PCT DG DECORATIVE GLAZING HVAC HEATING/VENTILATING/ PED DIA DIAMETER AIR CONDITIONING PERF DIFF DIFFUSER HW HOT WATER PL DIM DIMENSION HWT HOT WATER TANK PLAM DISP DISPENSER PNL DN DOWN ID INSIDE DIAMETER PNTD DO DOOR OPENING INC INCLUDE PART DR DOOR INSUL INSULATION PLYWD DS DOWNSPOUT INT INTERIOR/INTEGRAL PR DSP DRY STANDPIPE IRWP IMPACT RESISTANT WALL PREFAB DT DRAIN TILE PROTECTION PROP DWG DRAWING PROV DWR DRAWER JAN JANITOR PT JST JOIST PTD JT JOINT PTD/R PTN PVC PVMT QT VICINITY MAP Grocery -. ,i ?•.�,• St S 317th St 0 S 3171h 5' �yv Q y °' Hampton I � r ©SeattlelFe N �TQ m G� 4.3 * 1711 lj/ Gateway Centery GS Labs Rapid sh.ppilg "'all Testing - Federal Way S 319th PI Courtyard by Marriott I Seattle Federal Way j 4.3 * i525] L AT&T Storev 03-star hotel Cel I phone ,tore �� j. McDonald's ' Fa ct Food S 320th St S 320th St S 320th St S 320th St \ 5 320th St N ©• 1 i 70 j E. o U'v^!Medicine Primary e at Federal Way N //, Evergreen Inn and Suites Mary Jane's ©Seattle/Federal Way vHouse of Glas.- Booking.com-Hotels Vaporizer store PROJECT LOCATION Q S 322nd S, pa-k:',d lot O o Q o v Federal Way/S 320h St Park &Ride f j! Kennedy/Jenks v Consultants LATH & PLASTER R RISER UNO UNLESS NOTED OTHERWISE LAMINATE RA RETURN AIR UR URINAL LATERAL RAD RADIUS UTIL UTILITY LAVATORY RB RUBBER BASE LAG BOLT RD ROOF DRAIN V VINYL LINEAL FOOT REF REFERENCE VB VAPOR BARRIER/VINYL BASE LOCKER REFR REFRIGERATOR VCT VINYL COMPOSITION TILE LEAD -LINED REG REGISTER VD VOLUME DAMPER LIGHT REINF REINFORCED VENT VENTILATION LINTEL REQ'D REQUIRED VERT VERTICAL LOUVER RESIL RESILIENT VEST VESTIBULE LUXURY VINYL PLANK RF RUBBER FLOOR/ RADIO VG VERTICAL GRAIN LUXURY VINYL TILE FREQUENCY VIF VERIRFY IN FIELD RET RETURN VP VENEER PLASTER MASONRY RFG ROOFING MATERIAL RM ROOM W WEST MAXIMUM RO ROUGH OPENING/ W/ WITH MEDICINE CABINET REVERSE OSMOSIS WAIN WAINSCOT MEDIUM DENSITY FIBERBOARD ROW RIGHT OF WAY WAP WIRELESS ACCESS POINT MECHANICAL WB WOOD BASE/WHITEBOARD MEZZANINE S SOUTH WC WATER CLOSET/WALL COVERING METAL FLOOR DECK SAN SANITARY W/C WHEELCHAIR MANUFACTURER SCWD SOLID CORE WOOD WD WOOD MANAGER SCD SEAT COVER DISPENSER WG WIRE GLASS MANHOLD SCHED SCHEDULE WKPT WORK POINT MINIMUM SECT SECTION W/0 WITHOUT MIRROR SD SOAP DISPENSER/SOAP WP WATERPROOF MISCELLANEOUS DISH/STORM DRAIN WR WATER RESISTANT/WASTE MOULDING SF SQUARE FEET RECEPTACLE MILLWORK SHR SHOWER WSCT WAINSCOT MASONRY OPENING SHT SHEET WT WEIGHT MONUMENT SHTG SHEATHING WWF WOVEN WIRE FABRIC METAL ROOF DECK SIM SIMILAR MACHINE SCREW SLR SEALER ZV ZONE VALVE MOUNTED SND SANITARY NAPKIN DISPENSER METAL SNR SANITARY NAPKIN RECEPTACLE MULLION SNT SEALANT PAINT MAGNETIC WHITEBOARD SP SHUT-OFF PANEL PNT PAINT SOG SLAB ON GRADE EN ENAMEL NORTH SS SOLID SURFACE EPX EPDXY NURSE CALL SPEC SPECIFICATION FWP FLAT WALL PAINT NURSE CALL ANNUNCIATOR SPKR SPEAKER FE FLAT ENAMEL FINISH PANEL SPNK SPRINKLER SGE SEMI -GLOSS ENAMEL NURSE CALL CODE BLUE SQ SQUARE NURSE CALL DUTY STATION SS SOLID SURFACE FINISH NURSE CALL W/ PULL CORD SST STAINLESS STEEL GE GLOSS ENAMEL FINISH NURSE CALL PILLOW SPEAKER STD STANDARD SE SATIN ENAMEL FINISH NURSE CALL STAFF ASSIST STL STEEL NOT IN CONTRACT STOR STORAGE STAIN AND VARNISH NOMINAL STRUC STRUCTURAL S STAIN NOT TO SCALE SUSP SUSPENDED SV STAIN & VARNISH SV SHEET VINYL SVF FLAT FINISH ON CENTER SYM SYMMETRICAL SVG GLOSS FINISH OCCUPANT SYS SYSTEM SVS SATIN FINISH OUTSIDE DIAMETER T SVSG SEMI -GLOSS FINISH OFFICE TOILET V VARNISH OVERHEAD T&G TONGUE & GROOVE OPPOSITE HAND TB TOWEL BAR CE CERAMIC TILE OPPOSITE T/B TACKBOARD FTS FIRETAPE & SAND (ONLY) TC TOP OF CURB/TOP OF FF FACTORY FINISH PARTICLE BOARD CONCRETE FWC FABRIC WALL COVERING PULL CORD TD TOWEL DISPENSER PT PAVER TILE PORCELAIN TILE TDW TOWEL DISPENSER & WASTE QT QUARRY TILE PEDESTRIAN/PEDESTAL TEL TELEPHONE RB RUBBER BASE PERFORATED TEMP TEMPERED/TEMPORARY SLD SEALED PLATE TER TERRAllO SV SHEET VINYL PLASTIC LAMINATE THK THICK/THICKNESS TS FINISH TAPE & SAND (ONLY) PANEL THRES THRESHOLD T&S TAPE & SPACKLE PAINTED TOC TOP OF CURB VB VINYL BASE PARTITION TOP TOP OF PLATE VCT VINYL COMPOSITION TILE PLYWOOD TOS TOP OF STEEL VT VINYL TILE PAIR TOW TOP OF WALL VWC VINYL WALL COVERING PREFABRICATED TP TOP OF PAVEMENT WB WOOD BASE PROPERTY TPD TOILET PAPER DISPENSER W/C WHEELCHAIR PROVIDED TPTN TOILET PARTITION POINT TREAD PAPER TOWEL DISPENSER T-STAT THERMOSTAT COMBINATION PAPER TOWEL TYP TYPICAL DISPENSER & RECEPTCLE PARTITION POLYVINYL CHLORIDE PAVEMENT QUARRY TILE Rockwell Collins,q Seattle Service Center Humana MarketPoint9 LEGAL DESCRIPTION E 145 FEET OF N.E. 1/4 OF N.E. 1/4 OF N.W. 1/4 INCL VAC POR S 332nd STREET LESS PORS FOR RDS. PARCEL NUMBER Xg-- WALL/FLOOR/CEILING TYPE OX DOOR TYPE �X WINDOW TYPE OX KEY NOTE W---.DETAIL TARGET I I I I I � X DETAIL TARGET AX.XX BUILDING/WALL X - SECTION I'll X.XX 2 A COLUMN/GRID LINE WORK POINT/ ELEVATION AxREVISION DELTA ROOM NAME ROOM IDENTIFICATION 1 2 AX.XX 4 INTERIOR ELEVATION 3 GENERAL CONDITIONS AND SPECIFICATIONS 1. THE CONTRACTOR SHALL PERFORM ALL OF THIS CONTRACT IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER LOCAL, STATE AND NATIONAL CODES OR REGULATIONS HAVING JURISDICTION. 2. THE CONTRACTOR SHALL RETAIN MECHANICAL, PLUMBING, AND ELECTRICAL SUBCONTRACTORS TO PERFORM ALL M/E/P WORK OF THIS CONTRACT ON A DESIGN -BUILD BASIS BASED ON THE M/E/P DESIGN CRITERIA INCLUDED IN THE CONTRACT DOCUMENTS, FOR A FULLY FUNCTIONING INSTALLATION 3. ALL THE WORK OF THIS CONTRACT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE ATTACHED DRAWING DOCUMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE DRAWING DOCUMENTS. DRAWINGS SHALL NOT BE SCALED. 5. THE CONTRACTOR SHALL REVIEW PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH -OUTS THROUGH SLABS, WALLS, OR CEILINGS, FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT. 6. PROVIDE BUILDING CLOSURE MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES WHERE DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS PENETRATE FIRE -RATED FLOORS, SHAFTS, AND BUILDING PARTITIONS. 7. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS AND EQUIPMENT, WHETHER FURNISHED AND INSTALLED BY CONTRACTOR OR BY OTHERS, PRIOR TO PROCEEDING WITH THE WORK. 8. ALL CONTRACTOR -FURNISHED ITEMS SHALL BE SUPPLIED WITH REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE PROPER OPERATION OF FURNISHED ITEMS. 9. CONTRACTOR SHALL COORDINATE WITH ALL OWNER -FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS, INCLUDING STUB -OUTS FOR NEW AND FUTURE WORK. 10. CONTRACTOR SHALL REPAIR AND PATCH EXISTING STRUCTURES AND FINISHES WHERE NEW CONSTRUCTION ABUTS, JOINS, OR INTEGRATES WITH EXISTING CONSTRUCTION. 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TELEPHONE CONTACT TO THE SITE FOR THE DURATION OF THE CONSTRUCTION. 12. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, FIXTURES, ETC. IN THE DEMISED PREMISES FROM LOSS OR DAMAGE FROM ANY CAUSE AND SHALL REPLACE OR REPAIR DAMAGED WORK AT NO COST TO OWNER INCLUDING OWNER SUPPLIED ITEMS UNDER HIS JURISDICTION. 13. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND BY DULY LICENSED ELECTRICIANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITY CONNECTIONS AND PAYMENT OF UTILITY CHARGES PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE OWNER. 15. THE CONTRACTOR SHALL PROVIDE "IN CEILING" AND "IN WALL" FRAMING AND BLOCKING AS REQUIRED TO SUPPORT ALL SHELVES, FASCIAS AND SOFFITS. 16. THE CONTRACTOR SHALL HAVE A FOREMAN IN CHARGE OF THE WORK WHO SHALL BE ON THE JOB EACH DAY TO PLAN THE SEQUENCE AND PROGRESS OF THE WORK, LAYOUT AND DIRECT THE WORK, AND CALL FOR ALL REQUIRED INSPECTIONS. HE SHALL ALSO REPORT ON THE PROGRESS OF THE WORK AND MAINTAIN THE CONSTRUCTION SCHEDULE. 17. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 5 INCHES FROM FACE OF FINISH AT ADJACENT RIGHT ANGLE WALL TO EDGE OF DOOR OPENING. 18. COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS PANELS REQUIRED. PROVIDE ACCESS DOORS FOR ALL CONCEALED CATWALKS, VALVES, DAMPER CONTROLS, AND FIRE DAMPER LINKAGES. OBTAIN THE ARCHITECTS APPROVAL IN LOCATION AND TYPE OF ALL ACCESS DOORS. 19. ALL FIRE -RATED WALLS, INCLUDING SHAFT ENCLOSURES AND PARTITIONS FORMING EXITS AND EXIT WAY ENCLOSURES, SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE, WITH FIRE SEALANT AND AND BLOCKING, UNLESS NOTED OTHERWISE. GENERAL DRAWING NOTES: 1. DO NOT SCALE DRAWINGS: DIMENSIONS SHALL GOVERN, DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS & NOTES SHALL GOVERN OVER ALL. IN CASE OF CONFLICT, THE MOST RESTRICTIVE SHALL GOVERN. CONTACT ARCHITECT PRIOR TO CONSTRUCTION FOR CLARIFICATION. 2. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE: a. TO THE FACE OF FINISH. b. TO THE FACE OF MASONRY OR CONCRETE WALLS. c. TO THE COLUMN GRID LINES. d. TO THE FACE OF EXISTING WALLS. e. AS SHOWN VENDOR DRAWINGS: CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITEMS NOTED AS CONTRACTOR PROVIDED WITHIN VENDOR DRAWINGS. SITE PLAN CLIENT UW MEDICINE 850 REPUBLICAN STREET CONTACT: JESSICA ALSHEIMER BUILDING C, FLOOR 2, BOX 358051 PHONE: (206) 520-1533 SEATTLE, WA 98195 EMAIL: jpdavis@uw.edu ARCHITECT: JAMIESON ARCHITECTURE, PLLC 2801B N.W. 57th STREET CONTACT: MARGUERITE JAMIESON SEATTLE, WA 98107 PHONE: (206) 886-0565 EMAIL: marguerite@jamiesonarch.com STRUCTURAL ENGINEER: LUND OPSAHL LLC 1201 1st AVENUES., #310 CONTACT: MARJORIE LUND, P.E., S.E. SEATTLE, WA 98134 PHONE: (206) 402-5156 EMAIL: mlund@LundOpsahl.com DEFERRED SUBMITTALS ELECTRICAL, MECHANICAL, SPRINKLER AND FIRE ALARM. PROJECT DESCRIPTION INTERIOR REMODEL OF 203 S.F.+/- OF EXISTING OFFICE SPACE. WORK TO INCLUDE SELECTIVE DEMOLITION AND NEW CONSTRUCTION TO REPLACE NEW X-RAY EQUIPMENT. ARCHITECTURAL DRAWINGS GO.00 PROJECT DATA, GENERAL NOTES & SITE PLAN A2.00 OVERALL TENANT FLOOR PLAN AND BUILDING CODE - PROJECT ANALYSIS A2.10 ENLARGED NEW & DEMO FLOOR AND REFLECTED CEILING PLANS A5.00 INTERIOR ELEVATIONS & CASEWORK DETAILS A8.00 CONSTRUCTION ASSEMBLIES & DETAILS A8.01 DETAILS STRUCTURAL DRAWINGS S1.00 STRUCTURAL GENERAL NOTES & DETAILS S2.00 STRUCTURAL PLANS wQ �o o U W U Cn w cn N X 09 11 2022 X 09 11 2022 X 09 11 2022 X 09 11 2022 X 09 11 2022 X 09 11 2022 X 08 31 2022 X 08 31 2022 NOTE: DRAWINGS WERE PRINTED BY VENDOR. CONTRACTOR IS TO VERIFY THAT ALL DRAWINGS IDENTIFIED IN DRAWINGS INDEX ARE INCLUDED IN THIS SET. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. PROJECT DATA PLANNING AND ZONING CODE PLANNING AND ZONING CODES CITY OF FEDERAL WAY ZONING CODE PLANNING AND ZONING CODE REQUIREMENTS ZONING CLASSIFICATION: CF - CITY CENTER FRAME OFF STREET PARKING REQUIREMENTS: EXISTING TO REMAIN, SEE BELOW WORK TO CONFORM TO ALL APPLICABLE BUILDING CODES INCLUDING BUT NOT LIMITED TO: A. 2018 INTERNATIONAL BUILDING CODE - WASHINGTON STATE B. 2018 WASHINGTON STATE ENERGY CODE C. 2018 UNIFORM PLUMBING CODE D. 2018 INTERNATIONAL FIRE CODE - WASHINGTON STATE E. 2018 INTERNATIONAL MECHANICAL CODE F. 2018 INTERNATIONAL FUEL GAS CODE G. 2020 NATIONAL ELECTRICAL CODE H. 2009 ICC/ANSI A117.1 CONSTRUCTION TYPE: TYPE V-B, SPRINKLERED. OCCUPANCY GROUP: GROUP B, OFFICE ALLOWABLE FLOOR AREA: NO NEW FLOOR AREA. FIRE RESISTIVE REQUIREMENTS (S.B.C. TABLE 601): TYPE V-B: STRUCTURAL FRAME: 0 HOUR BEARING WALLS: EXTERIOR: TABLE 602 (0 HOUR MIN., PER 704.10) INTERIOR: 0 HOUR NON -BEARING WALLS AND PARTITIONS: EXTERIOR: TABLE 602 INTERIOR PARTITIONS: 0 HOUR FLOOR CONSTRUCTION: 0 HOUR ROOF CONSTRUCTION: 0 HOUR ROOF COVERING CLASSIFICATION (I.B.C. TABLE 1505.1): CLASS C M DICINE1, lik lul 2 23rd AVENUE S. - RECEIVED Oct 17 2022 1\ � CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT NOTE: ALL EXISTING PARKING TO REMAIN. NO CHANGES PROPOSED. 9 Jamieson / architecture 2801B NW 57th ST SEATTLE, WA 98107 T: 206.886.0565 www jamiesonarch.com COPYRIGHT 0 2022 JAMIESON ARCHITECTURE PLLC. ALL RIGHTS RESERVED. 0108341 REGISTERED MARGUERI ORNELIA EYFORD A So STATE OF HINGTON UW Medicine V _V W z C) V oC z W V w w V W c� Q w � z W M O Q W w(DO00 � cy) z Q w i'� i V � � z ��z Q M � N Q � O� w ^ 1� O Q O >C rn M � I� MARK REVISION DATE PERMIT SUBMITTAL SET 09/12/2022 PROJECT NUMBER: 2022.012 SHEET TITLE: PROJECT DATA, GENERAL NOTES & SITE PLAN VICINITY MAP NOT TO SCALE 162104-9028 SITE PLAN (FOR REFERENCE) NOT TO SCALE NORTH rF� SHEET NUMBER: ■ 22-104212 GENERAL NOTES: Jamieson STAFF LOUNGE 154 0 EXIT EXAM EXAM I CONFERENCE/ 119 118 EXAM I GROUP ROOM 116 � 120 I L 0 L —1� ®0 LIE) �o _ EXAM 151 Li I I CORRIDO TEAM ROOM ®o I 000 i 122 EXAM I 0 150 I I I I I 40 EEO ® I EXAM I LH 1F141 ---- ®0 139 EXAM 132 11F 114-1I� STORAGE 124 PROCEDURE 117 TELEPHONE 121 1 EXAM 113 EXAM 114 UTILITY 133 I PROCEDURE 123 I 129 I PROVIDER EXAM 126 127 PROVIDER EXISTING ELEC. 134 125 EXIT EXAM EXAM 112 111 OFFICE WORKROOM 109 106 TEAM R M 110 I� 152 131 i 1 �� ��CO ROL ` I 1 8 / I X-RAY SEATING 108 I137 / Fil I EXIT � 1 RECEPTION 105 JTING ROOM 103 OFFICE 148 ET I I P49 EXAM 14i I � 142 < --------------------- LAB D. U. EXAM EXAM EXAM EXAM 136 143 144 145F 146 I 135 I L -"7 AREA OF WORK, SEE SHEET A2.10. • EXIT CLOSET 153 COMMON PATH OF TRAVEL = 32'-9" N OTE: ALL EXISTING MEANS OF EGRESS AND BATHROOMS TO REMAIN. NORTH OVERALL TENANT FLOOR PLAN (FOR REFERENCE) (---L SCALE: 1/8 4-10" 1. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. BUILDING CODE SUMMARY: I.B.C. 1003.2: ALL MEANS OF EGRESS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-6". I.B.C. TABLE 1004.5: NO CHANGE IN OCCUPANT LOAD. I.B.C. 1005.3.2, EXCEPTION 1 & TABLE 1020.2: CORRIDORS SHALL HAVE A MINIMUM WIDTH OF 44" WITH A MAXIMUM CAPACITY OF LESS THAN 293 OCCUPANTS (44"/0.15=293). I.B.C. 1006.2.1 AND TABLE 1006.2.1: COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 100' IN B OCCUPANCY. I.B.C. TABLE 1006.3.2: EACH STORY SHALL HAVE A MINIMUM OF 2 EXITS (1-500 OCCUPANTS). I.B.C. 1007.1.1: EXIT ACCESS DOORS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. I.B.C. 1008.1: ILLUMINATION SHALL BE PROVIDED AT EVERY POINT IN A MEANS OF EGRESS IN ACCORDANCE WITH 1008.2 (NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE). 1008.3.4, EMERGENCY POWER FOR LIGHTING SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES (SECTION 2702). I.B.C. 1010.1.1: MEANS OF EGRESS DOORS SHALL BE 32" CLEAR MINIMUM. I.B.C. TABLE 1017.2: EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED: 300' FOR OCCUPANCY B (SPRINKLERED). I.B.C. TABLE 1020.1, CORRIDORS TO BE 0 HOUR FIRE RESISTANCE CONSTRUCTION. I.B.C. 1020.4, EXCEPTION 2: DEAD-END CORRIDORS SHALL NOT EXCEED 50' IN LENGTH. BATHROOM REQUIREMENTS: RECEIVED EXISTING BATHROOMS TO REMAIN. NO WORK UNDERq" MP992kRK. CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT architecture 2801B NW 57th ST SEA TTLE, WA 98107 T; 206.886.0565 wwwjamiesonarch.com COPYRIGHT 0 2022 JAMIESON ARCHITECTURE PLLC. ALL RIGHTS RESERVED. 0108341 REGISTERED ARCHI T 1 MARGUERIT ORNELIA EYFORD A IESON STATE OF HINGTON UW Medicine V _V z w 0 V oC Q � z w Q W af � Q w V Q p LJJ � z L.0 0 0 t./') � W w00 z Q UL' L.LJ V � z ��z M N J W ' DOcr n w 0 O 0 Lu OC M " n MARK REVISION DATE PERMIT SUBMITTAL SET 09/12/2022 PROJECT NUMBER: 2022.012 SHEET TITLE: OVERALL TENANT FLOOR PLAN AND BUILDING CODE - PROJECT ANALYSIS LEGEND: - - - - - - - PATH OF TRAVEL EXIT SHEET NUMBER: A2000 GENERAL NOTES: 1. SEE SHEET G0.00 FOR GENERAL NOTES. 2. MODIFY EXISTING FIRE DETECTION AND SUPPRESSION SYSTEM AS REQUIRED FOR NEW CONSTRUCTION AND TEMPORARY BARRIER LOCATIONS. 3. DEMO ALL LIGHTING & ELECTRICAL SYSTEMS AND CONTROLS IN AREA OF CONSTRUCTION. 22-104212 GENERAL NOTES: 1. SEE SHEET G0.00 FOR GENERAL NOTES. 2. OWNER TO REMOVE/RELOCATE ALL EQUIPMENT/FURNITURE AS REQUIRED FOR ALL NEW CONSTRUCTION. 3. CONTRACTOR TO PROTECT ALL SURFACES TO REMAIN. 4. SEE MECHANICAL & ELECTRICAL FOR ADDITIONAL INFORMATION. Jamieson architecture ENLARGED DEMO REFLECTED CEILING PLAN SCALE: 1 /4"=1'-0" ENLARGED NEW REFLECTED CEILING PLAN SCALE: 1 /4"=1'-0" KEY NOTES: 41 EXISTING A.C.T. CEILING TO REMAIN. 42 DEMO LIGHTING FIXTURE. 43 DEMO MECHANICAL. 44 DEMO A.C.T. CEILING FOR NEW WORK, SEE MECHANICAL. 45 DEMO ELECTRICAL. LEGEND: EXISTING CEILING/FIXTURE TO REMAIN. I I DEMO CEILING/FIXTURE. I I NORTH EXISTING EXIT SIGNAGE (ARROW INDICATES DIRECTION). • EXISTING SPRINKLER HEAD (TO REMAIN). GENERAL NOTES: 1. SEE SHEET G0.00 FOR GENERAL NOTES. 2. PATCH/REPAIR/PAINT ALL AREAS OF CEILING AS REQUIRED FOR G.W.B. AND A.C.T. SYSTEMS, INCLUDING THOSE DAMAGED BY TEMPORARY BARRIERS, TYP. 3. SEE 12/A8.00 FOR TYPICAL SUSPENDED CEILING DETAIL. 4. ALL LED FIXTURES TO BE DIMMABLE @ THE WALL CONTROL(S). 5. SYSTEMS PLACEMENT HEIRARCHY: A. LIGHT FIXTURES. B. HVAC GRILLES. C. SPRINKLERS. D. FIRE DETECTION/ALARM COMPONENTS. KEY NOTES: 61 NEW A.C.T. CEILING, SEE DETAIL 12/A8.00 & 1/A8.01. 62 NEW LED LIGHT FIXTURE, SEE ELECTRICAL FOR ADDITIONAL INFORMATION. 63 NEW HVAC, SEE MECHANICAL FOR ADDITIONAL INFORMATION. 64 NEW CUBICAL CURTAIN TRACK, SEE DETAIL 2/A8.01. 65 NEW STRUCTURAL BEAMS, SEE STRUCTURAL. LEGEND: NORTH EXISTING CEILING/FIXTURE TO REMAIN. NEW CEILING/FIXTURE. i i LAB 135 r- i i LAB 135 BLOOD DRAW 136 ENLARGED DEMO FLOOR PLAN SCALE: 1 /4"=1'-0" BLOOD DRAW 136 ENLARGED NEW FLOOR PLAN SCALE: 1 /4"=1'-0" NORTH NORTH H KEY NOTES: O1 DEMO FLOORING AND BASE. O2 EXTENT OF FLOORING TO BE DEMOLISHED. O3 DEMO CASEWORK. O4 DEMO LEAD LINED WALL. O5 DEMO LEADED WINDOW. O6 SALVAGE LEAD APRON HOLDER FOR RE -INSTALLATION. O7 DEMO WALL AS REQUIRED FOR NEW CONSTRUCTION. O8 SALVAGE SHELF FOR RE -INSTALLATION. LEGEND: EXISTING WALLS/FIXTURES TO REMAIN. DEMOLISH WALL/FIXTURE/EQUIPMENT. GENERAL NOTES: 1. SEE SHEET G0.00 FOR GENERAL NOTES. 2. SEE SHEET A2.00 FOR OVERALL FLOOR PLAN. 3. SEE SHEET A8.00 FOR WALL TYPES, BLOCKING DETAIL, AND GENERAL PARTITION NOTES. 4. ALL NEW WALLS W2 U.O.N. 5. SEE DETAILS 1-11/A8.00 FOR LEAD CONSTRUCTION DETAILS. 6. SEE SHEET A5.00 FOR INTERIOR ELEVATIONS AND CASEWORK DETAILS. KEY NOTES: 21 PATCH, REPAIR, PAINT ALL SURFACES. 22 NEW FLOORING W/COVE BASE, SEE DETAIL 3/A8.01. 23 EXTENT OF NEW FLOORING. 24 XRAY BUCKY, PROVIDE BACKING PER VENDOR DRAWINGS. 25 XRAY EQUIPMENT, SEE VENDOR DRAWINGS. 26 NEW WALL PROTECTION TO 42" A.F.F., SEE SHEET A5.00. 27 ADD OVERHEAD STOP TO EXISTING DOOR. 28 NEW 2'-6" x 3'-0" LEADED WINDOW, SEE VENDOR DRAWINGS. 29 NEW CABINETS, SEE SHEET A5.00. RECEIVED Oct 17 2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT LEGEND: 2801B NW 57th ST SEATTLE, WA 98107 T: 206.886.0565 www jamiesonarch.com COPYRIGHT 0 2022 JAMIESON ARCHITECTURE PLLC. ALL RIGHTS RESERVED. 0108341 REGISTERED MARGUERI ORNELIA EYFORD A So STATE OF HINGTON UW Medicine V _V W z (D V oC z W J V L-Li J W V Q 0 w � z W M3: 0 0 (DO W w� z Q w L:IJ V � � z ��z QLU M rv000 N Q 00 oC n w 0 O � >< M MARK REVISION DATE PERMIT SUBMITTAL SET 09/12/2022 PROJECT NUMBER: 2022.012 SHEET TITLE: ENLARGED NEW & DEMO FLOOR AND REFLECTED CEILING PLANS ® EXISTING EXIT SIGNAGE (ARROW INDICATES DIRECTION). • SPRINKLER HEAD. EXISTING WALLS/FIXTURES TO REMAIN. NEW WALL/FIXTURE/EQUIPMENT. ccp Acc CORNER GUARD (TO 42" A.F.F. U.O.N.). NEW WALL PROTECTION (SEE ELEVATIONS FOR HEIGHT). SHEET NUMBER: A2 22-104212 TO CQ0CL 0 0 D A5.00 vCONTROL 138 6 SCALE: 3/8 =1-0» O OPEN STORAGE CABINET SCALE: 1" = 1'-0" r2'-- POST @ END OF WALL 2" 2'-2" TO STRUCTURE. CONTROL 138 5 SCALE: 3/8 =1-0 CORNER GUARD TO - TO 42" A.F.F., TYP_^ I 1/4" DIAMETER DRILLED HOLES @ 2" O.C. FOR SHELF SUPPORTS. PLAM FACED 1/4" HDBD BACKING PLAM OVER ALL EXPOSED 3/4" PLYWOOD. PLAM FACED 3/4" PBD ADJ. SHELF, 5 TYP. U.N.O. PLAM OVER 3/4" PBD, TYP. BASE, PER SCHEDULE TO Cg TROL X-RAY 137 4 SCALE: 3/8 =1-0 BRADL 1 /4" MIRRO SHELF LEAD HOLDE BACK BOX, WHERE OCCURS PLAM 0/ALL EXPOSED MDF COUNTER & BACKSPLASH, U.O.N. 16 GA. BENT ALUMINUM DEFLECTOR DOOR PULL, BRUSHED SST 'D' 4" TYP., U.O.N. PLAM FACED 1/4" HDBD BACKING GARBAGE CAN, F.0.1.0. PLAM FACED 3/4" PBD DOORS & DRAWER FACES. BASE AS SCHED 0/ 3/4" PLYWOOD TOE KICK. BASE CABINET DETAIL W/WASTE OPENING SCALE: 1" = 1'-0" X-RAY 137 3 SCALE: 3/8 =1-0» SCRIBE TO WALL W/SEALANT. PLAM 0/ALL EXPOSED MDF COUNTER, U.O.N. SUPPORT BRACKET REQUIRED IF COUNTER EXCEEDS 4'-0" IN UNSUPPORTED LENGTH. MOUNT @ 4'-0" O.C. MAX. SEE DETAIL V/A8.00 SURFACE MOUNTED WALKER DUCT, SEE ELECTRICAL. COUNTER DETAIL UPPER OPEN CABINET DETAIL D B > SCALE: 1 = 1-0 SCALE: 1 = 1-0 BACK BOX, WHERE OCCURS PLAM 0/ALL EXPOSED MDF COUNTER & BACKSPLASH, U.O.N. DOOR PULL, BRUSHED SST 'D' 4" TYP., U.O.N. PLAM FACED 1/4" HDBD BACKING GARBAGE CAN, F.0.1.0. PLAM FACED 3/4" PBD DOORS & DRAWER FACES. BASE AS SCHED 0/ 3/4" PLYWOOD TOE KICK. BASE CABINET DETAIL W/WASTE OPENING SCALE: 1" = 1'-0" SCRIBE, TYP. COAT HOOKS, TYP. -6", SEE VENDOR DRAWING NOTE: CONTRACTOR TO PROVIDE BACKING AS REQUIRED, SEE DETAIL X/A8.00 FOR ADDITIONAL INFORMATION. X-RAY 137 2 SCALE: 3/8 =1-0» _z o BASE CABINET DETAIL SCALE: 1 = 1-0 CONTROL 138 SCALE: 3/8 =1-0 X-RAY EQUIPMENT, SEE VENDOR DRAWINGS. CEILING, SEE R.C.P. PARTITION PER SCHEDULE BLOCKING AS REQUIRED, TYP. 3/4" PBD PLAM FACED ALL EXPOSED SURFACES, TYP. 3/4" PBD ADJ SHELF, PLAM FACED ON ALL EXPOSED SURFACES, TYP. PLAM FACED 1/4" HDBD BACKING 1/4" DIA. DRILLED HOLES @ 2" O.0 FOR SHELF SUPPORTS. BACK BOX, WHERE OCCURS PLAM 0/ALL EXPOSED MDF COUNTER & BACKSPLASH, U.O.N. DRAWER & CABINET TO BE LOCKABLE WHERE INDICATED, VERIFY KEYING WITH OWNER. LOCK, WHERE OCCURS, SEE ELEVATIONS. PLAM FACED 1/4" HDBD BACKING 1/4" DIAMETER DRILLED HOLES @ 2" O.C. FOR SHELF SUPPORTS. PLAM FACED 3/4" PBD DOORS & DRAWER FACES. PLAM FACED 3/4" PBD ADJ SHELF. BASE AS SCHED 0/ 3/4" PLYWOOD TOE KICK. ,NEW WALL PHONE. (: CONTROL 138 7 » » SCALE: 3/8 =1-0 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT X-RAY 137 1 SCALE: 3/8 =1-0» Jamieson architecture 2801B NW 57th ST SEATTLE, WA 98107 T: 206.886.0565 www jamiesonarch.com COPYRIGHT 0 2022 JAMIESON ARCHITECTURE PLLC. ALL RIGHTS RESERVED. 0108341 REGISTERED MARGUERI ORNELIA EYFORD A IESON STATE OF HINGTON UW Medicine k-j _ kJ z W V oC Q� z w V Q J w V Q p w � z W M O Q L/i OHO � W w00 1 � z Q w w V � � z ��z Q M N < 1 O° oC LU w O o L >< MLu MARK REVISION DATE PERMIT SUBMITTAL SET 09/12/2022 PROJECT NUMBER: 2022.012 SHEET TITLE: INTERIOR ELEVATIONS & CASEWORK DETAILS SHEET NUMBER: A5000 22-104212 PERIMETER SIDE; FIXED PERIMETER SIDE; NON -FIXED ELECTRICAL BOX SUPPORT WOOD STUD, PER PLAN 1Jamieson 8" MAX #12 GA VERT WIRE, TYP 8" MAX BRACKET. #12 SPLAY WIRE, TYP 2" STEEL TUBE SUPPORT MAIN TEE OR CROSS TEE SEE DETAILS 5 & 6 (THIS SHEET) LEAD -LINED DOOR, PER SCHEDULE 14 arch * to ctu re FOR ADDITIONAL INFORMATION. ACOUSTIC CLNG PANEL +� 1" SQUARE LEAD TAB THICKNESS � --- -------------------------- ' PERIMETER WALL ANGLE, TYP - 3/4„ EQ. OR GREATER THAN ADJACENT 3/16 �\ 2801B NW 57th ST SEA TTLEI WA 98107 1 /8" POP RIVET @ 6" O.C. @ G.W.B. BACKING. LEAD -LINED DOOR FRAME, PER 4 6 x18 GA. STRAP BACKING ' FIXED PERIMETER SCHEDULE. STEEL PLATE FASTENED TO METAL T: 206.886.0565 www jamiesonarch.com "DONN VSA" VERT SEISMIC STRUT BOX ATTACHED TO BRACKET _ _ STUD. x OR EQUAL @ 12'-0" O.C. EA DIR LINE BOX & CONDUIT W/FORMED — — — — MINIMUM 1" OVERLAP OF LEAD PLAN VIEW COPYRIGHT 0 2022 JAMIESON ARCHITECTURE PLLC. ALL RIGHTS RESERVED. FOR EA 144 SF OF CLNG AREA LEAD SHEET, THICKNESS EQ. TO COVERAGE. BACKING WOOD STUD PER PLAN TYPE OR GREATER THAN ADJACENT � WALL, PER PLAN LLL #12 LAT FORCE SPLAY WIRE #12 VERT HANGER WIRE @ ; , 20108341 " G.W.B. BACKING. ; = ; 3 4" SOLID SURFACE COUNTERTOP V SECURED TO MAIN RUNNER 4'-0" O.C. BOTH WAYS / W/IN 2" OF CROSS TEE @ ADHESIVE BET LAP JOINT & & BACKSPASH U.O.N. 12'-0" O.C. W/ FIRST POINT 3/16° W/IN 4'-0" OF WALL � UNDER TABS, TYP. _, NEW LEAD -LINED G.W.B. METAL PER ELEV. 1 STUD WALL, PER PLAN. ------ ° 45° TYP ALL - ---- 2x6 BLOCKING SPLAY WIRES SOUND GATT INSULATION, WHERE 2 STEEL TUBE SUPPORT MINIMUM LEAD OVERLAP .� CROSS TEE OCCURS. STEEL PLATE UW Med*c 1ineROOM SIDE BLOCKING _T SECTION VIEW MAIN TEE —SOUND BATT INSULATION, WHERE '� DESIGN CODE REFERENCE DOCUMENTS: SBC SECTION 808/ ASCE 7-16 OCCURS. WOOD STUD, PER PLAN DESIGN CRITERIA: ASTM C635 & C636 SUSPENDED A.C.T. CEILING JOB -FORMED LEAD SHIELDING - PLAN DOOR JAMB, HEAD SIM. (LEAD DETAIL) BACKING �C BLOCKING DETAIL 12 8 4 X NOT TO SCALE SCALE: 3 = 1-0 SCALE: 3 = 1-0 G.W.B.PER ALL TYPE SCALE: 1-1/2" = 1-0 E 3 -0 x 2 x 1 4 STEEL PLATE / WALL TYPE PER PLAN ELECTRICAL BOX SUPPORT 4'-0" MAX. BRACKET. SOUND BATT INSULATION, WHERE SEE DETAILS 5 & 6THIS SHEET PE ( ) R 3/16 3" x3" x1 /4" STEEL ANGLE SEE DETAILS 7 & 8 (THIS SHEET) FOR ADDITIONAL INFORMATION. OCCURS. Ag �� FOR ADDITIONAL INFORMATION. 1" SQUARE LEAD TAB, THICKNESS LEAD -BACKED G.W.B., SEE 2" STEEL TUBE SUPPORT; ENSURE ° 1" SQUARE LEAD TAB, THICKNESS EQ. OR GREATER THAN ADJACENT PHYSICIST REPORT FOR ADDITIONAL MOUNTED HEIGHT CORRESPONDS 3/16 RAMSET LOW VELOCITY EQ. OR GREATER THAN ADJACENT --��, G.W.B. BACKING. INFORMATION. W/COUNTER HEIGHT. COORDINATE PLAN DETAIL FASTENER - 1 PENETRATION G.W.B. BACKING. �,% o DEPTH W/REQUIRED COUNTER. INTO FLOOR SLAB OR EQUAL. BOX ATTACHED TO BRACKET BOX ATTACHED TO BRACKET LINE BOX & CONDUIT W/FORMED LEAD SHEET, THICKNESS EQ. TO _- o T�SGTILINE BOX & CONDUIT W/FORMED OR GREATER THAN ADJACENT. 3" x3" x1 /4" STEEL ANGLE LEAD SHEET, THICKNESS EQ. TO G.W.B. BACKING. o OR GREATER THAN ADJACENT ADHESIVE BET LAP JOINT & G.W.B. BACKING. - _ -- -- - _ UNDER TABS, TYP. ` _,- MINIMUM LEAD OVERLAP COORDINATE CUTOUTS IN STEEL MINIMUM LEAD OVERLAP �,- -„ ' �� ,, o ANGLES WITH KNOCKOUTS IN — STANDARD 'BUGLE -HEAD' SCREWS, METAL STUDS FOR ELECTRICAL, COMMUNICATIONS, DATA & ----- - TYP. ----- _ PLUMBING. ADHESIVE BET LAP JOINT & MINIMUM LEAD OVERLAP % COORDINATE CUTOUTS IN STEEL 3 16" UNDER TABS, TYP. =� --- - - / --------------------------------- - ----- -- � , I ' PLATES WITH KNOCKOUTS IN o � ----------- —1/4" STEEL PLATE SOUND BATT INSULATION, WHERE METAL STUDS FOR ELECTRICAL, / SOUND BATT INSULATION, WHERE OCCURS.; COMMUNICATIONS & PLUMBING. 6" 2" OCCURS. V PRE -FORMED LEAD SHIELDING - PLAN JOB -FORMED LEAD SHIELDING - SECTION TYPICAL G.W.B. BUTT JOINT DETAIL IN -WALL SUPPORT KNEE BRACKET PARTIAL HEIGHT �C END WALL SUPPORT DETAIL — U (LEAD ) SCALE: 3= 1-0 SCALE: 3= 1-0 SCALE: 3= 1-0 SCALE: 1-1/2 1-0 SCALE: 1-1 2= 1-0 z EXISTING CEILING/ROOF STRUCTURE PARTITION GENERAL NOTES (WOOD FRAMING SEE DETAILS 5 & 6 (THIS SHEET) CONDUIT LOCATED IN BACK OF NEW A.C.T. CEILING, SEE REFLECTED CEILING PLAN. 1. SPECIAL OR NONTYPICAL CONDITIONS ARE INDICATED BY KEYNOTES ON PLANS. FOR ADDITIONAL INFORMATION. BOX. SOUND BATT INSULATION, WHERE 2. PROVIDE LEVEL 1 FINISH FIRE TAPING ABOVE SUSPENDED OR FRAMED CEILING WHEN A PARTITION EXTENDS OCCURS. I- ABOVE THE CEILING. 1" SQUARE LEAD TAB, THICKNESS + RUN 5/8 TYPE X G.W.B. OVER 3. WHEN SOUND RATINGS AREA NECESSARY, EXTEND GYPSUM BOARD TO THE FLOOR AND TO STRUCTURE BEHIND EQ. OR GREATER THAN ADJACENT LEAD -BACKED G.W.B., SEE N o TOP OF WALL. ALL EQUIPMENT AND FIXTURES SO THAT CONSTRUCTION WILL EQUAL THAT OF THE TESTED SYSTEM. Q G.W.B. BACKING. KNOCK OUT DEPTH (KOD), FROM _- PHYSICIST REPORT FOR ADDITIONAL 4. INDICATED NON-STRUCTURAL STUD SPACING ARE MAXIMUMS. G.W.B. (VARIES). ,�-'���_,% INFORMATION. 5. VERIFY PARTITION THICKNESS FOR INTERNAL INSTALLATIONS, SUCH AS PLUMBING, FOR CORRECT INSTALLATION z BOX ATTACHED TO BRACKET OF PANELS, BOXES, ACCESSORIES. VERIFY W/ARCHITECT. o 6. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN SAME PLANE. W o LINE BOX &CONDUIT W/FORMED 7. INSTALL RESILIENT CAULKING AT BASE SIDES AND TOP OF FACE LAYER OF GYPSUM BOARD ON BOTH SIDES o �� LEAD SHEET, THICKNESS EQ. TO � J LINE BOX &CONDUIT W/FORMED LE GREATER THAN ADJACENT TO PREVENT SOUND LEAKAGE IN ACCORDANCE WITH ASTM C 919. IN ADDITION, SET BOTTOM TRACK IN 2 J LEAD SHEET THICKNESS EQ. TO o CONTINUOUS BEADS OF RESILIENT CAULKING. Q w G.W.B. BACKING. 1 I 1 I OVERLAP LEAD -BACKED G.W.B. 5/8 TYPE X G.W.B EACH SIDE 8. FLAT STRAP OR BACKING PLATES REQUIRED AT THE FOLLOWING LOCATIONS: W oc OR GREATER THAN ADJACENT ADHESIVE BET LAP JOINT & o FULL LENGTH OF STUD. A. WALL MOUNTED UPPER CABINETS. Q G.W.B. BACKING. UNDER TABS, TYP. 1 ( 1 I 1 B. WALL MOUNTED ACCESSORIES AND EQUIPMENT, WHETHER FDIC OR FCIC.Ljj CY V MINIMUM LEAD OVERLAP '' '' C. WALL MOUNTED DOOR STOPS. cn 1" D. WALL MOUNTED DOOR HOLD -OPEN DEVICES AND CLOSERS. MINIMUM LEAD OVERLAP 2x4 @ 16 O.C., TYP. E. OTHER LOCATIONS AS REQUIRED BY ARCHITECT AND INDUSTRY STANDARDS w � z ADHESIVE BET LAP JOINT & BASE AND WALL FINISH PER 9• ALL WALLS W/ACOUSTIC INSULATION ARE CONSIDERED TO BE 'ACOUSTIC' W/RESPECT TO OTHER DETAILS IN � J m STANDARD BUGLE -HEAD SCREWS, THIS SET OF DRAWINGS AND SPECIFICATIONS. UNDER TABS, TYP. .- TYP. - SCHEDULE. 10. AT ACOUSTIC WALLS WHERE G.W.B. EXTENDS TO STRUCTURE, SEAL ALL PENETRATIONS W/ACOUSTIC SEALANT. cri O - -- \ ---------------------------------- SOUND BATT INSULATION WHERE X-RAY ANGLE OF INCIDENCE 11. AT FIRE PARTITIONS/BARRIERS, SEAL ALL PENETRATIONS W/FIRE SEALANT AS SPECIFIED. Lu � 12. REFER TO DETAILS ON SHEETS A10.XX AND SPECIFICATIONS FOR OTHER REQUIREMENTS FOR WALL OCCURS. CONSTRUCTION. Z Q w I:I_i PLAN OR SECTION VIEW ----------------- EXISTING FLOOR STRUCTURE V Q� � Q PRE -FORMED LEAD SHIELDING - SECTION JOB -FORMED LEAD @ CONDUIT 90 DEGREE INSIDE CORNER (LEAD DETAIL) PARTIAL HEIGHT WOOD FRAMED WALL z z Q r 10 6 2 W2 NJ� SCALE. 3- 1 0 SCALE. 3- 1 0 SCALE. 3- 1 0 SCALE. 1_ 1/2 - 1 0 < w cc) or BOX DEPTH MINUS 5/8 , TYP. O M 0 >< M CONDUIT LOCATED IN TOP OR SIDE OF BOX. MARK REVISION DATE 1" WIDTH 1" — PERMIT SUBMITTAL SET 09/12/2022 �- SOUND BATT INSULATION, WHERE OCCURS. KNOCK OUT DEPTH (KOD), FROM --------------- BOX DEPTH MINUS 5/8", TYP. G.W.B. (VARIES). o LINE BOX & CONDUIT W/FORMED LEAD SHEET, THICKNESS EQ. TO HOLES FOR CONDUIT, VERIFY OR GREATER THAN ADJACENT LOCATION W/ELECTRICAL. LEAD -BACKED G.W.B., SEE PROJECT NUMBER: G.W.B. BACKING. ADHESIVE BET LAP JOINT & PHYSICIST REPORT FOR ADDITIONAL I LL UNDER TABS TYP. �' �' INFORMATION. 2022.012 --- --- RECEIVED MINIMUM LEAD OVERLAP SHEET TITLE: --------------- BOX DEPTH MINUS 5/8", TYP. Oct 17 2022 CONSTRUCTION ASSEMBLIES STANDARD 'BUGLE -HEAD' SCREWS, TYP. CITY OF FEDERAL WAY &, DETAILS NOTES: COMMUNITY DEVELOPMENT TOTAL BACKING WIDTH = BOX WIDTH PLUS 2" PLUS 2 TIMES X-RAY ANGLE OF INCIDENCE (BOX DEPTH MINUS 1-1/4") % TOTAL BACKING WIDTH = BOX HEIGHT PLUS 2" PLUS 2 TIMES SHEET NUMBER: (BOX DEPTH MINUS 1-1/4") PLAN OR SECTION VIEW CUT/FOLD PATTERN @ PRE -FORMED LEAD SHEET JOB -FORMED LEAD @ CONDUIT 90 DEGREE OUTSIDE CORNER (LEAD DETAIL) PARTITION GENERAL NOTES SCALE: 3= 1-0 SCALE: 311 = 1-0 SCALE: 3= 1-0 11SCALE: 1-1 /2" = 1-0 ■ 22-104212 Jamieson architecture O O WALL, PER PLAN WALL PROTECTION, RUN UNDER COVE BASE. SEALANT TOP CAP CLOSURE STRIP 1/2" MIN. RADIUS COVE COVE STICK SHEET VINYL FLOORING 11011]:a1:LlT,ll11[1; COVE BASE DETAIL (WOOD FRAMING) SCALE: 3" = 1'-0" UNISTRUT CEILING DETAIL SCALE: 3" = 1'-0" CUBICLE TRACK CUBICLE TRACK ® GRID Q A.C.T. (2) 600162-54 BOX BEAM, SEE STRUCTRUAL. P1001 UNISTRUT, SEE STRUCTRUAL. UNISTRUT, PER MANUFACTURER B.O. SUSPENDED PER PLAN SUSPENDED A.C.T. CEILNG, PER PLAN. TRIM CAP, PER MANUFACTURER CEILING RAILS, PER MANUFACTUER SHEET METAL SCREW AT EACH GRID @ 24" O.C. CEILING WIRES PER DETAIL X/A8.00. #8 SCREW 2" TEK SCREW @ 24" O.C. PROVIDE WOOD BACKING AT CURTAIN TRACK LOCATIONS W/O GRID ATTACHMENT. CUBICLE TRACK, T1P. cu FA��cqP'y� D Oct 17 2022 SUWI�"p "JRA� PER KOM"!TY DEVELOPMENT 2801B NW 57th ST SEATTLE, WA 98107 T: 206.886.0565 www jamiesonarch.com COPYRIGHT 0 2022 JAMIESON ARCHITECTURE PLLC. ALL RIGHTS RESERVED. 0108341 REGISTERED MARGUERI ORNELIA EYFORD A So STATE OF HINGTON UW Medicine V _V z W V oC z W V w w w V Q Q w � z W M 0 0 L� cri W wCo � � rv000 LU 1 � � z Q w � w V � � z ��z Q M � N Q 1 00 oc n w O //< M LL MARK REVISION DATE PERMIT SUBMITTAL SET 09/12/2022 PROJECT NUMBER: 2022.012 SHEET TITLE: DETAILS SHEET NUMBER: O CUBICAL CURTAIN TRACK DETAIL SCALE: 3" = 1'-0" A8001 GENERAL NOTES DESIGN CRITERIA Shimadzu CH-200 Overhead System = 873# Shimadzu BK-200 Radspeed Radiographic Tables = 706# Shimadzu UD-150 Series Generator Cabinet = 552# 1. Existing information shown on these drawings is compiled from information furnished by the Owner and is not field verified by the Engineer. Contractor verify all information relating to existing conditions and notify Engineer if conditions differ from sizes or dimensions shown. 2. All other equipment is less than 400# per unit and shall be anchored per manufacturer's specifications. STRUT SYSTEMS STRUT SYSTEM COMPONENTS Strut system components and connectors shown in these documents are indicated by Unistrut Corporation part numbers. Equivalent Unistrut, Superstrut or Hilti Strut components may be substituted for those shown with prior Engineer approval. Installation and handling procedures shall conform to the manufacturer's written instructions. CHANNEL MEMBERS All channel members shall be 1-5/8" 12 ga conforming to ASTM Specification A1011 SS GR 33. All P1000 and P1001 members shall be unpunched channels. BOLTS 1/2" channel nuts and bolts, by the same manufacturer as the strut components, are to be used at all connections to the strut components. Torque all bolts to 50 ft-Ibs, unless noted otherwise. COLD -FORMED STEEL MATERIAL Cold -formed steel material shall be manufactured and formed, per ASTM A1003/A1003M, from galvanized ASTM A653 SS Grade 50 steel for 54, 68 and 97 mil base thickness material and from galvanized ASTM A653 SS Grade 33 material for 43 and 33 mil base thickness material, UNO. Where noted, painted cold -formed steel material shall conform to ASTM A1011 SS Grade 80. Minimum cold -formed steel acceptance criteria shall be per ICC-ES AC46. All galvanized members shall conform to ASTM A924 with the following minimum coating requirements: non- structural members (ASTM C645 - G40 coating), structural members (ASTM C955 - G60 coating), exposed exterior members (ASTM C955 - G90 coating). Each member shall bear a legible sticker, stamp, stencil, or embossment, spaced a maximum of 48"oc on the web of the framing member, indicating the minimum steel sheet thickness, metallic -coating designation, minimum yield strength, product designation, and name of manufacturer. Where members are not labeled, the contractor shall be responsible for verifying that the steel is in compliance with the project specifications. SUBMITTALS Product data for all members, accessories, and fasteners shall be submitted to the architect, structural engineer, and building department for review and acceptance prior to fabrication and erection. Framing substitutions shall be subject to review and acceptance by the architect and structural engineer prior to fabrication and installation. COLD -FORMED STEEL FRAMING All cold -formed steel framing shall be in accordance with AISI "North American Specification for the Design of Cold -Formed Steel Structural Members", as amended by the International Building Code and shall strictly conform with ICC report ESR-3064P. All cold -formed steel products shall be manufactured by current members of the Steel Stud Manufacturers Association (SSMA). Material designations noted on the drawings, relating to member types and sizes or miscellaneous framing items, refer to product identification standards adopted by the SSMA. SSMA products have a four part identification code as indicated in the following example: MEMBER WEB DEPTH IN STYLE: 1/100 INCHES S = STUD/JOIST SECTION T = TRACK SECTION U = CHANNEL SECTION 600 S 1 2 - 54 F = FURRING CHANNEL SECTION FLANGE WIDTH IN 1/100 INCHES MATERIAL THICKNESS IN MILS (1 MIL = 1/1000 INCH) INSTALLATION Each joist, rafter, truss and structural wall studs shall be aligned within 3/4" from centerline of horizontal framing member to centerline of vertical framing member, LINO, or as specified in figure C1-1 of the AISI standard "North American Standard for Cold -Formed Steel Framing - General Provisions". Structural framing members shall be installed per ASTM C1007 and non-structural interior framing members per ASTM C754. Concrete bearing surfaces at structural framing shall provide a uniform bearing surface with a maximum 1/4" gap between the track and the concrete. Steel bearing shims or non -shrink grout can be used to achieve this requirement. The bottom track of load bearing walls shall not extend over the edge of formed concrete bearing surfaces below. Cold -Formed steel shall not be in direct contact with the ground unless noted otherwise. COLD -FORMED STEEL (cont'd) SCREWS For steel -to -steel connections and for structural sheathing -to -steel connections shall be self tapping, self drilling fasteners in compliance with ASTM C1513 and shall have a Type II coating in accordance with ASTM B633 "Electro- Deposited Coating of Zinc on Iron and Steel". Self -Piercing screws per ASTM C1002 are permitted for connection of 33 mils steel or thinner. The screw manufacturer shall provide verification of the fasteners' resistance to hydrogen embrittlement. Screws shall conform to SAE J78 "Standard Specification for Self -Drilling Tapping Screws". Screw acceptance shall be based on ICC-ES AC118 "Acceptance Criteria for Tapping Screw Fasteners". Screw connections shall be in compliance with the AISI standard "North American Standard for Cold -Formed Steel Structural Framing - General Provisions, 2012 Edition". Screw connections shall be made from the lighter material into the thicker material, UNO. Screws shall extend through the steel connection a minimum of three exposed threads and shall have minimum center -to -center spacing and edge distances of three times the nominal screw diameter. Screws shall be installed and tightened in accordance with the manufacturer's recommendations and shall not cause permanent separation between components. Sheathing fasteners shall maintain a minimum 3/8" edge distance in sheathing and shall have their heads flush with the sheathing (but no more than 1/16" below the surface of the sheathing). Stripped screws in direct tension shall be considered ineffective and shall be replaced. Stripped screws in shear that constitute more than 25% of the total screws in the connection shall be considered ineffective and shall be replaced. Stripped screws are permitted to be removed and replaced with screws of the next larger diameter. MINIMUM SCREW SIZES IN COLD -FORMED STEEL TABLE Connection Minimum Screw Size Metal to metal (68 mils) #10-16 (#3 point) Metal to metal (33 mils - 54 mils) #8-18 (#2 point) GWB OR Gypsum sheathing #6 x 1" (#2 point) drywall Simpson hardware Per Simpson catalog Allowable loads for screw connections (Ibs/screw) shall be as indicated in the table below and shall be verified by the contractor prior to construction. The contractor shall either provide screw test data from the screw manufacturer's quality assurance program or shall retain an independent certified testing agency to provide the load test verification. Nominal strength of screws shall be at least 3.0 times the allowable loads shown in the table. ALLOWABLE LOADS FOR SCREW CONNECTIONS (pounds) Steel Thickness Steel Properties No. 6 (0.136"0) No. 8 (0.164"0) No. 10 (0.190-0) No. 12 (0.216"0) (mils) Fy Fu Shear Pullout Shear Pullout Shear Pullout Shear Pullout 33 43 33 33 45 151 61 79 164 72 94 177 263 84 109 188 95 124 45 214 244 280 54 50 65 214 140 426 171 534 198 569 225 68 50 65 214 140 426 195 548 249 777 284 COLD FORMED STEEL CONNECTORS Cold -formed steel connectors called out by letters and numbers shall be "Strong -Tie" by the Simpson Strong -Tie Company. Equivalent devices by other manufacturers may be substituted, provided they have ICC approval for equal or greater load capacities. Provide number, length, type, and size of fasteners as specified by the manufacturer. Fill all holes with fasteners as specified by the manufacturer. Connectors shall be installed in accordance with the manufacturer's recommendations. (E) WOOD STUD WALL SILL PL Box Post Base Connection Scale: 1 1/2" = 1'-0" BOX POST PER PLAN 2x2x53 MIL CLIP w/ (4) #10 SCREWS EA SIDE PER PLAN PER PLAN Shimadzu Ceilina Mount X-Rav Su Scale: 1 1/2" = V-0" #8 @ 12" OC. STAGGERED Box Post Configuration Scale: 1 1/2" = V-0" REMOVE STRIP OF GYBOARD AS REQ'D AND INSTALL A SIMPSON CS20 STRAP TO (� T TRACK TO IV BM T&B. (2 24" OC, 3 L2x2x SCREWS AT #10 Sc SHEAT NOTES: 1. CEILING NOT SHOWN FOR CLARITY. Box Beam to Box Post Connection Scale: 1 1/2" = 1'-0" (2) 350S162-43 w/ (2) 350T125-43 (E) WALL TOP PL 2x2x53 MIL CLIPS w/ (4) #10 SCREWS EA SIDE 54 MIL TRACK OR C-SHAPE ATTACHED w/ (4) #10 SCREWS. MIN DEPTH = BOX BM DEPTH - 1/2" BOX POST PER PLAN SEE 2/S1.00 FOR INFO NOT SHOWN JI IIIVIPiVLV rl/�LV �... LI LIIVV RAIL MOUNT, CONN TO UNISTRUT PER MFR NS DE 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 www.lundopsahl.com Engineer's Stamp ygI E � ✓n�." of WABgI w �cT 21502 0� URAL ��SSIONAL 08113V2022 Project Title _ (� m O O M W V) Q > ` Q ran ca N 0 — Ir— N O � ran LL Project Information Project No. 22-123-01 Checked By Checker Issue Permit Set 08/31/2022 Department Approval Sheet Title STRUCTURAL GENERAL NOTES & DETAILS Sheet Number S 1.00 NEW GENERATOR CABINET. FASTEN TO (E) SLAB w/ (4) 1/2"0 HILTI KWIK BOLT TZ2, 2-1/2" EMBED INTO SLAB MIN AT CORNERS PER ARCH 1 0 1lkv/v 3 TYP 51.00 c c NEW WALL BUCKY. FASTEN TO (E) SLAB w/ 1/2"0 HILTI KWIK BOLT TZ2, (4) ANCHORS MIN. COORD ANCHOR LOCATIONS w/ MFR It It PARTIAL PLAN - FLOOR LEVEL Scale: 112" = 11-01I FOUNDATION PLAN NOTES 1. GENERAL I 1.1. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 1.2. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. 1.3. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. It 1.4. EXISTING CONDITIONS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. NEW PATIENT TABLE. FASTEN TO (E) SLAB w/ 1/2" O HILTI KWIK BOLT TZ2, 2-1/2" EMBED MIN. COORD w/ MFR FOR BOLT QUANTITY & LAYOUT (2) 350S162-43 POST, TYP 1 I I SHIMADZU CH-200 OVERHEAD SYSTEM. SEE MFR REQMTS FOR RAIL SYSTEM ATTAf-1 Ik ArKlT T/l I MllrTnl 1T S 1.00 TYP PARTIAL PLAN - REFLECTED CEILING Scale: 112" = 11-01I CFS FRAMING PLAN NOTES 1. GENERAL 1.1. ELEVATION AT TOP OF FRAMING PER ARCH, UNO. 1.2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 1.3. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 1.4. EXISTING CONDITIONS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 2. WALLS AND COLUMNS BELOW 2.1. REFER TO PLAN BELOW FOR CONSTRUCTION OF ALL WALLS AND COLUMNS BELOW. P1001 ISTRUT X (2) 600162-54 BOX BEAM, TYP UND *31AHL 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 www.lundopsahl.com Engineer's Stamp ygI E � OF WASI w �cT 21502 URAL ��SSIONAL 08113V2022 Project Title ry X >1 rn V) Co Q > ` Q LL � ran ca N � O � ran LL Project Information Project No. 22-123-01 Issue Checked By Checker Permit Set 08/31/2022 Department Approval Sheet Title STRUCTURAL PLANS Sheet Number S2,000 P CITY OF ` ERMIT APPLICATION PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 (��ay Federal Bl 253-835-2607 + FAX 253-835-2609 + permitcenterCacityoffederalway.com PERMIT NUMBER 22 - 2104202 - CO — — TARGET DATE SITE ADDRESS SUITE/UNIT # PROJECT VALUATION ZONING ASSESSOR'S TAR/PARCEL # $ 80,000.00 C---. v 1 0 _ O z 8 TYPE OF PERMIT JX'BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PR'E�V,EtNTION NAME OF PROJECT U W 0 G - fVD Cpn O JJ if -PA Oti 0n6-L 0`- F� t k-1 rit- 0 S -)% �• PROJECT DESCRIPTION Detailed description ofwork to �r�/- w0�/ tv INLLdne sae-vn✓e 7cmoL(�d'� '� IQ LW AjSnl-Aj �y"Ai {'� (�, A�A-f ,, x_ r J t A,4 v„'T ' C/ ,RIIAR, be included on this permit only NAME P 7PHONE PROPERTY OWNER MAILING ADDRESS `0keu tau c4,j t , C-lo it, v7 E_AIAI (S P U0. eju. CT rt tt Si A A_ �. � q��l V l 9 V. NAME - ' R D. PHONE MAILING ADDRESS EMAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE UBI # NAME s ( IC'J:(' J D 'j' PRIMARY PJACKE ram, f MAILING ADDRESS (`! •W. h �t E-MAIL javue� amreJON gteV APPLICANT CITY CITY S AT� rV •vl ZIP � /1 � �� YV I F AR NAME S �✓ ' A L ( G PRIMARY PHONE PROJECT CONTACT (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence CITY STATE ZIP FAX concerning this application) PROJECT FINANCING NAME OWNER -FINANCED When value is $5, 000 or more (RCW 19.27.095) MAILING ADDRESS, CITY, STATE, ZIP PHONE 1 certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city including its officers and employees, upon the accuracy of the information supplied to the city as apart of this appiicatio SIGNATURE: DATE PRINT NAME: j r A t 514-j ` �AW1 Bulletin #100 -February 19, 2020 Page 1 of 2 kAHandouts\Permit Application VALUE OF MECHANICAL WORK MECHANICAL PERMIT % �'M c T$ Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existinjq flxtures to remain. AIR HANDLING UNITS U FANS Q GAS PIPE OUTLETS s'r OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commercial) BOILERS G? FURNACES— HOT WATER TANKS (Gas) o COMPRESSORS GAS LOG SETS 0 REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMIT 01�7 VALUE OF PLUMBING WORK Indicate how many o each tyee offucture to be installed or relocated as part o this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/shower Combo) m� LAVS (Hand sinks) 0 TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS 0 URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS ri DRINKING FOUNTAINS SINKS (kitchen/utibty) 0 WATER HEATERS (Electric) HOSE BIBBS SUMPS 0 WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? Yes ❑ No PROPOSED FIREryUPPRESSION SYSTEM? Yes ❑ No RESIDENTIAL — NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT _ _...................... __._ . _....._....._._........ __._ .... _ FIRST FLOOR (or Mobile Home) - .................. ... ._._.......... __..................... _ _ ._.... ._.._.__.... _..... _....._..___-- SECOND FLOOR .................. ._.............. _... _... _............ _.- ............................... .._.............._..... I............... ......... _. COVERED ENTRY _.......... _.................. _ _....._. _ .. DECK . .. _....._...... _ ._._....._._ _.....__ _. ................ .... GARAGE ❑ CARPORT ❑ ...................... ........... _...... __............ . _. _... _......._.._....... _....... _........... _.......... _............. --- OTHER (describe) .................._.... _.... __._..__ ._.......... _... ----- .................... -.... . _.. _... _..................... -- .. I/ Area Totals =smG PROPOSED TMAL ......--- -........ ---- .............. _ . __._..................................._ ..._._ ._ *NEWHOJM ONLY** ESTIMATED SELLING PRICE $ # OF BEDROOMS COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in Square Feet Occupancy Group(s)Construction P �' # of Additional Information Type Stories NEW BUILDING ADDITION COMMERCIAL — REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Square Occupancy ancY Group(s) Grou Construction # of Additional Information Type Stories TOTAL BUILDING Feet 00 q j l ? } ti TENANT AREA ONLY o '"� _" "' 2-;' PROJECT AREA ONLY I a Bulletin # 100 — February 19, 2020 Page 2 of 2 k:\Handouts\Permit Application