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HomeMy WebLinkAboutJefferson Healthcare BLD04-122_3� 3.9 � 4 � 4 -9 4.11 5 � E r � 7 � T6 � T9� 8 � 89� 9 ) ( 9.) � � 99� 10 �f 10.7 X 10.9 �10.10� 011�� T' r Y - T Y T Y Y Y TT � r r _v TY NEW METAL ROOF PANEL, SEE 8/A93 New Construction Notes: New Construction Notes: NEW EXTERIOR CLADDING NOTES, N -01 INSTALL NEW CEMENT PLASTER CLADDING SYSTEM ATTACH TO EXISTING CONCRETE WALL. RE- INSTALL REFURBISHED METAL COPING a PARAPET, UN.O. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF NEW EPS FOAM OVER NEW CEMENT PLASTER CLADDING, SEE EXTERIOR ELEVATIONS 4 WALL SECTIONS FOR EXTENTS. N -02 INSTALL NEW CEMENT PLASTER CLADDING SYSTEM o/ NEW WEATHER RESISTIVE BARRIER o/ NEW 5/8' GYPSUM SHEATHING o/ EXISTING METAL STUD FRAMING. RE- INSTALL REFURBISHED METAL COPING a PARAPET, UN.O. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF NEW EPS FOAM OVER NEW CEMENT PLASTER CLADDING, SEE EXTERIOR ELEVATIONS 4 WALL SECTIONS FOR EXTENTS. -�• :WcLN=Elta N -II MECHANICAL EQUIPIELEVATOR/STAIR PENTHOUSE ROOFS: INSTALL ADDITIONAL FASTENERS INTO EXISTING ROOF MEMBRANE, SEE ROOF DETAIL 10 4 II /A10.1 4 NEW CONSTRUCTION NOTE 04. N -12 ROOF MEMBRANE TO BE REPAIRED, SPOT PATCHED, CLEANED, AND SEAL COATED. SEE DETAIL 9/A10.1 4 SEE NEW CONSTRUCTION NOTE 04. ROOF CLEANING: SEE BASE BID 4 ALTERNATE BID. ROOF SEAL COATING: SEE BASE BID. N -13 ROOF MEMBRANE TO BE REPAIRED, SPOT PATCHED, CLEANED, AND SEAL COATED. PROVIDE 4 INSTALL FASTENERS AROUND ENTIRE PERIMETER OF ROOF MEMBRANE PER FASTERNER DETAIL. SEE ROOF DETAIL 10, 11, 4 12/40.1 4 SEE NEW CONSTRUCTION NOTE 04. ROOF CLEANING: SEE BASE BID 4 ALTERNATE BID. ROOF SEAL COATING: SEE BASE BID. AT HELI- STOP: REPAIR ROOF MEMBRANE /SYSTEM AS REQUIRED TO PROVIDE LEVEL HELI -STOP AREA PRIOR TO INSTALLATION OF CONCRETE PAVERS. N -14 WALK -OFF PADS: CAREFULLY REMOVE 4 REUSE. SEE NOTE N -32 FOR SEALANT SCHEDULE. NEW EXTERIOR MISCELLANEOUS NOTES: N -31 EXISTING LADDER: REMOVE EXISTING MTL. EXTENSIONS, PREP 4 HOT -DIP GALVANIZE LADDER WITH NEW METAL EXTENSION. SEE DETAILS FOR NEW EXTENTIONS 4 RE- INSTALLING NEW LADDER N -32 EXISTING METAL GRATE: SPOT SAND /PREP FOR APPILICATION OF COLD GALVANIZE COMPOUND. WEIGH EA SECTION TO DETERMINE IF EACH GRATE MEETS MINIMUM OF 2 LBS /SQ. FT FOR BALLAST, VERIFY W/ ARCHITECT PRIOR TO RE- INSTALLATION. PROVIDE 4 INSTALL GRATE W/ NEW HOT DIPPED BOLTS, WASHERS, 4 NUTS FROM SAME GALVANIZER CAREFULLY REMOVE EXISTING MEMBRANE PROTECTION PADS 4 FLIP OVER (WEATHERED -SIDE DOWN) 4 SET IN BEADS OF POLYURETHANE SEALANT. SEALANT SIZE TO BE 1 1/2' DIAMETER 8' -10' O.C. EA WAY. ALL METAL GRATE SECTIONS TO FIT FLUSH, TRUE 4 LEVEL TO EACH OTHER N -33 EXISTING GENERATOR EXHAUST STACK: INSTALL NEW ROOF MEMBRANE FLASHING 4 NEW STAINLESS STEEL RAIN COLLAR, SEE 5/AI03 N -34 EXISTING TUBE STEEL FRAMING: PREP, PRIME 4 PAINT. N -35 EXISTING HELISTOP: PREP 4 PAINT EXISITNG CONCRETE PAVERS TO CURRENT FFA REGULATIONS FOR COLOR 4 LAYOUT. SEE NOTE N -13 FOR ADDITIONAL WOW, PRIOR TO RE- INSTALLATION OF CONCRETE PAVERS N -38 EXISTING BOILER STACK: PROVIDE 4 INSTALL (3) NEW GALV. CABLES STAYS (MATCH EXIST'G SIZE) 4 (3) NEW STAINLESS STEEL BRACKETS. ADD CABLE STAY a NORTHWEST DIRECTION W/ THE OTHER STAYS IN APPROXIMATELY THE SAME EXISTING LOCATIONS. SEE DETAILS 3/AI03 4 61AI03. SEE DETAIL 3/AI03 FOR NEW SUPPORT BAND 4 BRACKET. NEW INTERIOR FINISH NOTES: N -101 INSTALL NEW (2) LAYERS OF GWB o/ EXISTING METAL FRAMING, INSTALL BATT INSULATION. INSTALL NEW PLASTIC LAMINATE SILL, SEE WINDOW DETAILS. FINISH 4 PAINT W/ VAPOR RETARDENT PAINT TO MATCH EXISTING a INTERIOR FACE OF GWE. N -102 INSTALL NEW (1) LAYER OF 5/8' TYPE 'X' GWB o/ EXISTING METAL FRAMING e WALL SILL 4 JAMB, SEE WINDOW DETAILS. FINISH 4 PAINT TO MATCH EXISTING. N -103 INSTALL NEW (2) LAYERS OF 5/6' TYPE 'X GWB o/ EXISTING METAL FRAMING WALLS TO MATCH EXISTING. FINISH 4 PAINT TO MATCH EXISTING. PROVIDE SOUND BATT INSULATION BETWEEN EA STUD CAVITY WHERE GWB IS BEING REPLACE. 96 PROVIDE 4 INSTALL NEW 5/8' TYPE 'X' GYPSUM WALLBOARD WINDOW ADDED e THIS 1. SEE ROOM FINISH SCHEDULE ON SHEET AI21 FOR EXTENTS OF WORK IN EACH ROOM. 2. SEE DOOR SCHEDULE ON SHEET Al2.1, DOOR 4 WINDOW ELEVATIONS SHEET ABA FOR ADDITIONAL NOTES. 3. SEE SHEET A9 SERIES FOR TYPICAL CEMENT PLASTER FINISH SYSTEM DETAILS. 4. READ ROOF REPAIR 4 PREPARATION, COATING SECTIONS CAREFULLY FOR ADDITIONAL WOW SPECIFIED WHICH IS NOT SHOWN ON ROOF DRAWINGS. 5. SEE PLUMBING DRAWINGS FOR ADDITIONAL WORK 6. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL WORK 1. SEE SHEET AIL1 FOR TOILET ROOM PLANS AND ELEVATIONS T. RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT / MILLER /L STATE OF WASHINGTON W O�/ C^r. I... Z 0 Ln W LL LL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Upper Floor Plan SHEET: A3e3 ^^W CL O J W Z W p L Z •� t I I L N W ■ � Ln Q M 00 O V tf = O H J a Q W Z 0 Ln W LL LL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Upper Floor Plan SHEET: A3e3 IF co cn �o o� U � 0 O di w t, D] F.O. CONC BELOW/ 3 F.O. SHTG & OF COL ��µµ D FOR ROOF PLAN ABOVE, SEE I/A43 MECN. EQUIfD RM. EXISTING BALCONY BELOW E0. UNC BELOW/ F F.O. SHTG I F5 EXISTING STL. F.O. ELEV PIT FOUNDATION/ F.O GYP BD F O. ELEV PIT G.2 FOUNDATION/ �� E0. GYP BD I U� uo Z 0 J 0 0 0 U U 0 0 O O EXISTING II EXISTING STL COLUMNS TO REMAN, TYP. EXISTING ROOF — DRAIN 4 OVERFLOW 2 \ EXISTING ROOF DRAIN t OVERFLOW 6 2 A52 EXISTING ROOF BELOW, - SFF SHFFT AS 3 FOR NOTES EXISTING LIGHT FIXTURES, SEE ELEG. PROVIDE t INSTALL GALV. z c UNISTRIT BRACKET 4 ATTACH LIGHT OM 0 FIXTURE TO BRACKET AS REQ'D. ; 0 r I 3 FASTEN UNISTRUT BRACKET TO T WIL� A. ROOF SIDE OF PARAPET. DO NOTTN A5J A6.1 BRACKET EET THE METAL WEATHERIZED PER ROBING MANUFACTURER'S REQ'MTS. PROVIDE ADDITIONAL FROM METAL COPING, TYP. EXISTING EXISTING AIR HANDLER UNIT REMOVE EXISTING METAL GRATE Ill EXISTING ROOF EXISTING ROOF DRAIN, SEE 3 EXISTING RAMP TO REMAIN EX HYAC� EXISTING ROOF BELOW, EXISTING ROOF TOP - MOUNTED (2) DUCTS TO REMAIN EXISTING LOWER PARAPET WALL 0 0 O O 0 0 O O IM EXISTING: EXHAUST VENTS TO REMAIN EXISTING WALKPADS 12.0 133) 14� � 15 w M 0� 0 U U U O Z F- 0 = o� n O o O O OJ O j ,y Ey H' O Lim ti. I EXISTING AIR HANDLER UNIT EXIS NG STEEL LADDER >\ EXI TNG ROOF TOP 1 IT TO REMAN Iral EXISTING ROOF EXISTING ROOF DRAIN 4 OVERFLOW EXISTING ROOF DRAIN 4 OVERFLOW R I C ARCHITECTURE &PLANNING MILLED' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT - EXISTING BALCONY BELOW FOR ROOF PLAN ABOVE, SEE 3/A43 - EXISTING BALCONY DOUNSPOIJT BELOW L_ s A63 , A52 NORTH Roof Demolition Plan SCALE: Demolition Key Notes: Demolition Notes: DEMOLITION EXTERIOR ENVELOPE NOTES: DEMOLITION EXTERIOR WINDOW NOTES (CONTW. DEMOLITION INTERIOR FINISH NOTES: 1. MOVABLE FURNITURE, EQUIPMENT WILL BE REMOVED 4 STORED BY OWNER UNLESS NOTED OTHERWISE. 2. BUILT -IN EQUIPMENT, TACKBOARDS, ETC. WILL BE REMOVED 4 STORED BY CONTRACTOR FOR FUTURE D -01 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 TYPE 'X' GYPSUM SHEATHING OVER EXISTING METAL STUD WALL. D -25 REMOVE 4 STEEL ANGLE LEG AT STHEAD, JAMB 4 SILL. OREFRONT WINDOW PAT CONCRETE WALLAS REQUIRED. EXISTING REMOVE D REMOVE EXISTING LOUVER NUMBER STORE FOR RE- INSTALLATION BY CONTRACTOR D 101 REMOVE 4 DISPOSE OF EXISTING GYPSUM WALLBOARD 4 VAPOR BARRIER INSTALLATION BY CONTRACTOR UNO. D -02 REMOVE 4 DISPOSE OF EXISTING E.IFS OVER EXISTING CONCRETE WALL. t DISPOSE O= EXISTING GWB LINER 4 SILL, SEE WINDOW DETAILS FOR EXTENTS. ALL WINDOW TYPE 31 DEMO 3. FOR DEMOLITION OF ELECTRICAL ITEMS SEE ELECTRICAL DRAWINGS. IS TO BE DONE FROM EXTERIOR SIDE OF WALL. DEMOLITION EXTERIOR RAILINGS: p -i02 REMOVE 4 DISPOSE OF EXISTING SUSPENDED ACOUSTICAL TILE CEILING 4. SEE PHASING DRAWINGS A03, AO.4, A05, AOb, AO.1 t TEMPORARY WALL DETAILS FOR SEQUENCE OF CONCEALED DEMOLITION WOW 4 NEW CONSTRUCTION. D -03 CUTE STING E.IOF.SS. OFY XFSUM SHEATHING t0 NEARES? STMUD. ATHINGs OVER EXISTING METAL STllD WALL. D -26 �LLUP FIt DISPOSE STOREFRONT N PL�AGE.St MOVEEi DISPOSE OFEXI INGs D 51 REMOVE CONTRACTOR, GUARDRAIL t SALVAGE FOR FUTURE REINSTALLATION D -103 REMOVE t DISP05E OF EXISTING (2) LAYERS OF GM FROM FLOOR TO V -0' AFF, 6. MOVE EX EXISTING PLAN GNAGE, NUMBER i STORE FOR RE- INSTALLATION. HEIGHT OF ADA PARKING D -04 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 TYPE 'X' GYPSUM SHEATHING OVER EXISTING METAL STUD GWB LINER 4 SILL, SEE WINDOW DETAILS FOR EXTENTS. ALL DEMO WOW TO BE DONE FROM EXTERIOR SIDE � INCLUDING GWB s DRAPE POCKET, RESILIENT BASE, PLASTIC LAMINATE SILL W/ SIGNAGE TO BE RE- INSTALLED PER STATE 4 LOCAL JURISDICTION REQUIREMENTS. COLUMN FURRING 4 BEAM FURRING ALL SIDES. OF WALL WITH SHUTTERS CLOSED, TAPED AND SEALED. D 52 CUT 4 REMOVE EXISTING GUARDRAIL ® NEAREST VERTICAL SUPPORT 4 SALVAGE FOR FUTURE EDGE 4 VAPOR BARRIER EXISTING STEEL STUDS TO REMAIN. INSPECT STEEL STUDS T. SEE PLUMBING DRAWINGS FOR DEMOLITION 4 RE- INSTALLATION OF EXTERIOR 4 INTERIOR REMOVE 4 SALVAGE D 2T REMOVE 4 DISPOSE OF EXISTING STOREFRONT WINDOW SYSTEM. REMOVE 4 DISPOSE OF EXISTING REINSTALLATION BY CONTRACTOR FOR CORRISON 4 ARE SUITABLE FOR INSTALLATION OF NEW GWB. PLUMBING FIXTURES, HOSE BIBS, ROOF DRAINS. D SEE SPECIFICATIONS EXISTING R RE GSATLLvANDp�R FOR (REINSTALLATION BY CONTRACTOR CONTINUOUS STEEL ANGLE LEG AT HEAD, JAMB 4 SILL. REMOVE 4 DISPOSE OF EXISTING GWB LINER 4 SILL, DEMOLITION EXTERIOR ROOF NOTES: p -104 THE NEAREST DISPOSE OF EXISTING AND FROM FINISH OOR T PERPENDICULAR 0' FROM WINDOW T 8. SEE ELECTRICAL 9 FRXTURES, IS R DEEM ETCON 4 RE- INSTALLATION OF INTERIOR 4 EXTERIOR SEE WINDOW DETAILS FOR EXTENTS. D -07 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 GYPSUM SHEATHING, 4 EXISTING METAL SIDI%/PLYWD. EXISTING EXTERIOR DOOR NOTES- D -61 REMOVE 4 SALVAGE EXISTING PARAPET CAP FLASHING. MARL LOCATION 4 STORE FLOOR (BACK SIDE OF SCREEN WALL) ® SCREEN WALL. EXISTING METAL STUDS TO REMAIN FOR RE- INSTALLATION BY CONTRACTOR SEE SPECIFICATION FOR RE- FINISHING. DEMOLITION PATIENT/TOILET ROOMS NOTES: BALCONY CONCRETE D -31 EXISTING HOLLOW METAL R EXTERIOR ALUM. FRAME 4 7HESHOLD TO REMAIN IN PLACE. REMOVE EXISTING _ D 08 REMOVE RAM SEE DRAWINGS FOR ADDITIONAL E STEEL DECK FRAMING, RAILING DOOR PANELS) 4 CLOSURE HARDWAREt NUMBER 4 STORE FOR REINSTALLATION BY CONTRACTOR D 62 REMOVE 4 SALVAGE INSTALLATION CONCRETE CONTRACTOR SEE E 1 TI% HELISTOP. D -III REMOVE 41ISSPOSE OF EXISTING SHEERTTVINYL FLOORING, RE51LI NT CONTRACTOR REMOVE E STING WALL ID-32 EXISTING OVERHEAD DOOR 4 TRACK TO REMAIN IN PLACE. ADDITIONAL WORK MOUNTED SHOWER SEATS 4 SALVAGE FOR OWNER IN ADDITION, REMOVE EXISTING WALL MOUNTED TOILET, REMOVE EXISTING D -09 REMOVE 4 DISPOSE OF EXISTING E.IFA GYPSUM SHEATHING, STL. STUDS 4 METAL PANEL 4 FLASHING D -33 EXISTING EXTERIOR ALUMINUM DOOR, FRAME 4 THESHOLD TO BE REMOVED, NUMBERED STORES FOR FUTURE GWB ABOVE TOILET 4 REPAIR WALL CARRIER SEE PLUMBING DRAWINGS. SEE TOILET ROOM PLANS FOR EXTENTS OF WORK 4 e SCREEN WALL, EXISTING TUBE STEEL FRAME TO REMAIN. REMOVE COPING, MARL LOCATION 4 FOR ADDITIONAL NOTES, SEE SHEETS A11.1 4 A112. RE- INSTALLATION BY CONTRACTOR REINSTALLATION BY CONTRACTOR REFURBISHED TO 'LIKE NEW' CONDITION 4 REINSTALLED PER DETAILS. REMOVE SALVAGE DEMOLITION EXTERIOR WINDOW NOTES REMOVE i DISPOSE O FULL -CITE INSULATED SAFETY GLAZING. D -63 LOCATION OF EACH GRATE SECTION I4 STORE FOR RE RE INBTALLAATTION BY CONTRACTOR- D -112 �� FOR( REINS AALLLATION BY CONTRACTOR REMOVE EEXSSTINCs ALL MOUNTED SHOWER SEAT 4 SALVAGE FOR OWNER SEE PATIENT/TOILET D -34 REMOVE 4 DISPOSE OF EXISTING HOLLOW METAL DOOR, FRAME 4 THRESHOLD. SEE 8/A103 FOR EXISTING CONDITIONS 4 SEE A42 FOR ADDITIONAL WORK ROOM DRAWINGS FOR EXTENTS OF WOW, 4 FOR ADDITIONAL NOTES, AII.1 4 AII2. STORE TOILET ROOM ACCESSORIES IN PATIENT ROOM. p -21 REMOVE 4 DISPOSE OF EXISTING STOREFRONT R CURTAINWALL WINDOW SYSTEM, GWB LINER 4 SILL. NO THRESHOLD ® SCREEN WALLS SEE SECTIONS 4 DETAILS FOR HEAD CONDITION TO REMAIN. DEMOLITION EXTERIOR LOUVER NOTES: D 64 REMOVE 4 DISPOSE OF EXISTING CABLE STAYS, RAIN COLLAR (NEAR BASE) a BOILER STACK D -22 REMOVE 4 DISPOSE OF EXISTING WINDOW UNIT, GWB LNER 4 SILL. REMOVE 4 DISPOSE OF EXISTING SUPPORT BAND 4 WALL BRACKET. SUPPORT STACK AS D 113 SERE FLEE EXISTING NG WALL SEE PATIENT/TOILET OILET, REMOVE DRAWINGS SHEETS A11.1 gDOIILEETT 44 REPAIR �WALL CARRIER RE D 41 EXISTING LOUVERS TO REMAIN IN PLACE 4 OPERATIONAL. PROVIDE OPENING IN SCAFFOLD ENCLOSURE TO REQUIRED UNTIL NEW CABLE STAYS 4 SUPPORT BAND ARE INSTALLED. SEE DETAIL 3/AI03 FOR TOILET ROOM DRAWINGS. S IN PATIENT ROOM _ PROVIDE FRESH -AIR TO BOILERS AT ALL TIMES. PROTECT FROM DAMAGE DURING CONSTRUCTION. EXISTING CONDITIONS. D 24 FLOOR BALCONY. REMOVE EXISTING PROJECT��LEG OF WINDOW CONTINUOUS STEEL ANGLE AT HEAD AAND THIRD PROVIDE UKO. D -42 EXISTING NON - FUNCTIONAL LOUVERS TO REMAIN IN PLACE. COVER 4 PROTECT FROM p -65 REMOVE 4 DISPOSE OF EXISTING PARAPET CAP FLASHING. D -114 REMOVE EXISTING CASEWORK STORE IN ROOM FOR RE- INSTALLATION BY CONTRACTOR REFER TO WINDOW DETAILS.INSPECT STEEL ANGLES FOR CORROSION 4 IS SUITABLE FOR ATTACHING DAMAGE DURING CONSTRICTION. NEW STOREFRONT WINDOW SYSTEM PRIOR TO INSTALLATION OF NEW WINDOWS. NOTIFY ARCHITECT IMMEDIATELY IF ANGLES AR= NOT SUITABLE FOR INSTALLATION OF NEW WINDOW SYSTEM. REMOVE p -43 REMOVE 4 DISPOSE OF EXISTING LOUVERS. D -66 GENERATOR EXHAUST STACK REMOVE 4 DISPOSE OF EXISTING RAIN COLLAR 4 ROOF EXISTING STEEL ANGLE WHERE EXISTING STOREFRONT OPENING WILL BE FILLED IN, SEE SHEET A33 MEMBRANE FLASHING. SEE DETAIL 5/AI03. FOR NEW STOREFRONT OPENINGS. PROJECT #: 2003124.00 BID SET ISSUED: August 26,200S REVISIONS: Roof Demolition Plan SHEET: A4sl EXISTING STL. BEAM TO REMAIN EXISTING 'I' COL. ROOF PENETRATION TYP. 4 0 U w l] N w EXISTING FLOOD LIGHT FIXTURE N w EXISTING FIRS EX CABINET EXISTING VENT /SENSOR EXISTNCs 11' COLUMN — ROOF PENETRATION, . ,.. TYP. EXISTING ROOF BELOW, - SFF SHFFT AS 3 FOR NOTES EXISTING LIGHT FIXTURES, SEE ELEG. PROVIDE t INSTALL GALV. z c UNISTRIT BRACKET 4 ATTACH LIGHT OM 0 FIXTURE TO BRACKET AS REQ'D. ; 0 r I 3 FASTEN UNISTRUT BRACKET TO T WIL� A. ROOF SIDE OF PARAPET. DO NOTTN A5J A6.1 BRACKET EET THE METAL WEATHERIZED PER ROBING MANUFACTURER'S REQ'MTS. PROVIDE ADDITIONAL FROM METAL COPING, TYP. EXISTING EXISTING AIR HANDLER UNIT REMOVE EXISTING METAL GRATE Ill EXISTING ROOF EXISTING ROOF DRAIN, SEE 3 EXISTING RAMP TO REMAIN EX HYAC� EXISTING ROOF BELOW, EXISTING ROOF TOP - MOUNTED (2) DUCTS TO REMAIN EXISTING LOWER PARAPET WALL 0 0 O O 0 0 O O IM EXISTING: EXHAUST VENTS TO REMAIN EXISTING WALKPADS 12.0 133) 14� � 15 w M 0� 0 U U U O Z F- 0 = o� n O o O O OJ O j ,y Ey H' O Lim ti. I EXISTING AIR HANDLER UNIT EXIS NG STEEL LADDER >\ EXI TNG ROOF TOP 1 IT TO REMAN Iral EXISTING ROOF EXISTING ROOF DRAIN 4 OVERFLOW EXISTING ROOF DRAIN 4 OVERFLOW R I C ARCHITECTURE &PLANNING MILLED' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT - EXISTING BALCONY BELOW FOR ROOF PLAN ABOVE, SEE 3/A43 - EXISTING BALCONY DOUNSPOIJT BELOW L_ s A63 , A52 NORTH Roof Demolition Plan SCALE: Demolition Key Notes: Demolition Notes: DEMOLITION EXTERIOR ENVELOPE NOTES: DEMOLITION EXTERIOR WINDOW NOTES (CONTW. DEMOLITION INTERIOR FINISH NOTES: 1. MOVABLE FURNITURE, EQUIPMENT WILL BE REMOVED 4 STORED BY OWNER UNLESS NOTED OTHERWISE. 2. BUILT -IN EQUIPMENT, TACKBOARDS, ETC. WILL BE REMOVED 4 STORED BY CONTRACTOR FOR FUTURE D -01 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 TYPE 'X' GYPSUM SHEATHING OVER EXISTING METAL STUD WALL. D -25 REMOVE 4 STEEL ANGLE LEG AT STHEAD, JAMB 4 SILL. OREFRONT WINDOW PAT CONCRETE WALLAS REQUIRED. EXISTING REMOVE D REMOVE EXISTING LOUVER NUMBER STORE FOR RE- INSTALLATION BY CONTRACTOR D 101 REMOVE 4 DISPOSE OF EXISTING GYPSUM WALLBOARD 4 VAPOR BARRIER INSTALLATION BY CONTRACTOR UNO. D -02 REMOVE 4 DISPOSE OF EXISTING E.IFS OVER EXISTING CONCRETE WALL. t DISPOSE O= EXISTING GWB LINER 4 SILL, SEE WINDOW DETAILS FOR EXTENTS. ALL WINDOW TYPE 31 DEMO 3. FOR DEMOLITION OF ELECTRICAL ITEMS SEE ELECTRICAL DRAWINGS. IS TO BE DONE FROM EXTERIOR SIDE OF WALL. DEMOLITION EXTERIOR RAILINGS: p -i02 REMOVE 4 DISPOSE OF EXISTING SUSPENDED ACOUSTICAL TILE CEILING 4. SEE PHASING DRAWINGS A03, AO.4, A05, AOb, AO.1 t TEMPORARY WALL DETAILS FOR SEQUENCE OF CONCEALED DEMOLITION WOW 4 NEW CONSTRUCTION. D -03 CUTE STING E.IOF.SS. OFY XFSUM SHEATHING t0 NEARES? STMUD. ATHINGs OVER EXISTING METAL STllD WALL. D -26 �LLUP FIt DISPOSE STOREFRONT N PL�AGE.St MOVEEi DISPOSE OFEXI INGs D 51 REMOVE CONTRACTOR, GUARDRAIL t SALVAGE FOR FUTURE REINSTALLATION D -103 REMOVE t DISP05E OF EXISTING (2) LAYERS OF GM FROM FLOOR TO V -0' AFF, 6. MOVE EX EXISTING PLAN GNAGE, NUMBER i STORE FOR RE- INSTALLATION. HEIGHT OF ADA PARKING D -04 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 TYPE 'X' GYPSUM SHEATHING OVER EXISTING METAL STUD GWB LINER 4 SILL, SEE WINDOW DETAILS FOR EXTENTS. ALL DEMO WOW TO BE DONE FROM EXTERIOR SIDE � INCLUDING GWB s DRAPE POCKET, RESILIENT BASE, PLASTIC LAMINATE SILL W/ SIGNAGE TO BE RE- INSTALLED PER STATE 4 LOCAL JURISDICTION REQUIREMENTS. COLUMN FURRING 4 BEAM FURRING ALL SIDES. OF WALL WITH SHUTTERS CLOSED, TAPED AND SEALED. D 52 CUT 4 REMOVE EXISTING GUARDRAIL ® NEAREST VERTICAL SUPPORT 4 SALVAGE FOR FUTURE EDGE 4 VAPOR BARRIER EXISTING STEEL STUDS TO REMAIN. INSPECT STEEL STUDS T. SEE PLUMBING DRAWINGS FOR DEMOLITION 4 RE- INSTALLATION OF EXTERIOR 4 INTERIOR REMOVE 4 SALVAGE D 2T REMOVE 4 DISPOSE OF EXISTING STOREFRONT WINDOW SYSTEM. REMOVE 4 DISPOSE OF EXISTING REINSTALLATION BY CONTRACTOR FOR CORRISON 4 ARE SUITABLE FOR INSTALLATION OF NEW GWB. PLUMBING FIXTURES, HOSE BIBS, ROOF DRAINS. D SEE SPECIFICATIONS EXISTING R RE GSATLLvANDp�R FOR (REINSTALLATION BY CONTRACTOR CONTINUOUS STEEL ANGLE LEG AT HEAD, JAMB 4 SILL. REMOVE 4 DISPOSE OF EXISTING GWB LINER 4 SILL, DEMOLITION EXTERIOR ROOF NOTES: p -104 THE NEAREST DISPOSE OF EXISTING AND FROM FINISH OOR T PERPENDICULAR 0' FROM WINDOW T 8. SEE ELECTRICAL 9 FRXTURES, IS R DEEM ETCON 4 RE- INSTALLATION OF INTERIOR 4 EXTERIOR SEE WINDOW DETAILS FOR EXTENTS. D -07 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 GYPSUM SHEATHING, 4 EXISTING METAL SIDI%/PLYWD. EXISTING EXTERIOR DOOR NOTES- D -61 REMOVE 4 SALVAGE EXISTING PARAPET CAP FLASHING. MARL LOCATION 4 STORE FLOOR (BACK SIDE OF SCREEN WALL) ® SCREEN WALL. EXISTING METAL STUDS TO REMAIN FOR RE- INSTALLATION BY CONTRACTOR SEE SPECIFICATION FOR RE- FINISHING. DEMOLITION PATIENT/TOILET ROOMS NOTES: BALCONY CONCRETE D -31 EXISTING HOLLOW METAL R EXTERIOR ALUM. FRAME 4 7HESHOLD TO REMAIN IN PLACE. REMOVE EXISTING _ D 08 REMOVE RAM SEE DRAWINGS FOR ADDITIONAL E STEEL DECK FRAMING, RAILING DOOR PANELS) 4 CLOSURE HARDWAREt NUMBER 4 STORE FOR REINSTALLATION BY CONTRACTOR D 62 REMOVE 4 SALVAGE INSTALLATION CONCRETE CONTRACTOR SEE E 1 TI% HELISTOP. D -III REMOVE 41ISSPOSE OF EXISTING SHEERTTVINYL FLOORING, RE51LI NT CONTRACTOR REMOVE E STING WALL ID-32 EXISTING OVERHEAD DOOR 4 TRACK TO REMAIN IN PLACE. ADDITIONAL WORK MOUNTED SHOWER SEATS 4 SALVAGE FOR OWNER IN ADDITION, REMOVE EXISTING WALL MOUNTED TOILET, REMOVE EXISTING D -09 REMOVE 4 DISPOSE OF EXISTING E.IFA GYPSUM SHEATHING, STL. STUDS 4 METAL PANEL 4 FLASHING D -33 EXISTING EXTERIOR ALUMINUM DOOR, FRAME 4 THESHOLD TO BE REMOVED, NUMBERED STORES FOR FUTURE GWB ABOVE TOILET 4 REPAIR WALL CARRIER SEE PLUMBING DRAWINGS. SEE TOILET ROOM PLANS FOR EXTENTS OF WORK 4 e SCREEN WALL, EXISTING TUBE STEEL FRAME TO REMAIN. REMOVE COPING, MARL LOCATION 4 FOR ADDITIONAL NOTES, SEE SHEETS A11.1 4 A112. RE- INSTALLATION BY CONTRACTOR REINSTALLATION BY CONTRACTOR REFURBISHED TO 'LIKE NEW' CONDITION 4 REINSTALLED PER DETAILS. REMOVE SALVAGE DEMOLITION EXTERIOR WINDOW NOTES REMOVE i DISPOSE O FULL -CITE INSULATED SAFETY GLAZING. D -63 LOCATION OF EACH GRATE SECTION I4 STORE FOR RE RE INBTALLAATTION BY CONTRACTOR- D -112 �� FOR( REINS AALLLATION BY CONTRACTOR REMOVE EEXSSTINCs ALL MOUNTED SHOWER SEAT 4 SALVAGE FOR OWNER SEE PATIENT/TOILET D -34 REMOVE 4 DISPOSE OF EXISTING HOLLOW METAL DOOR, FRAME 4 THRESHOLD. SEE 8/A103 FOR EXISTING CONDITIONS 4 SEE A42 FOR ADDITIONAL WORK ROOM DRAWINGS FOR EXTENTS OF WOW, 4 FOR ADDITIONAL NOTES, AII.1 4 AII2. STORE TOILET ROOM ACCESSORIES IN PATIENT ROOM. p -21 REMOVE 4 DISPOSE OF EXISTING STOREFRONT R CURTAINWALL WINDOW SYSTEM, GWB LINER 4 SILL. NO THRESHOLD ® SCREEN WALLS SEE SECTIONS 4 DETAILS FOR HEAD CONDITION TO REMAIN. DEMOLITION EXTERIOR LOUVER NOTES: D 64 REMOVE 4 DISPOSE OF EXISTING CABLE STAYS, RAIN COLLAR (NEAR BASE) a BOILER STACK D -22 REMOVE 4 DISPOSE OF EXISTING WINDOW UNIT, GWB LNER 4 SILL. REMOVE 4 DISPOSE OF EXISTING SUPPORT BAND 4 WALL BRACKET. SUPPORT STACK AS D 113 SERE FLEE EXISTING NG WALL SEE PATIENT/TOILET OILET, REMOVE DRAWINGS SHEETS A11.1 gDOIILEETT 44 REPAIR �WALL CARRIER RE D 41 EXISTING LOUVERS TO REMAIN IN PLACE 4 OPERATIONAL. PROVIDE OPENING IN SCAFFOLD ENCLOSURE TO REQUIRED UNTIL NEW CABLE STAYS 4 SUPPORT BAND ARE INSTALLED. SEE DETAIL 3/AI03 FOR TOILET ROOM DRAWINGS. S IN PATIENT ROOM _ PROVIDE FRESH -AIR TO BOILERS AT ALL TIMES. PROTECT FROM DAMAGE DURING CONSTRUCTION. EXISTING CONDITIONS. D 24 FLOOR BALCONY. REMOVE EXISTING PROJECT��LEG OF WINDOW CONTINUOUS STEEL ANGLE AT HEAD AAND THIRD PROVIDE UKO. D -42 EXISTING NON - FUNCTIONAL LOUVERS TO REMAIN IN PLACE. COVER 4 PROTECT FROM p -65 REMOVE 4 DISPOSE OF EXISTING PARAPET CAP FLASHING. D -114 REMOVE EXISTING CASEWORK STORE IN ROOM FOR RE- INSTALLATION BY CONTRACTOR REFER TO WINDOW DETAILS.INSPECT STEEL ANGLES FOR CORROSION 4 IS SUITABLE FOR ATTACHING DAMAGE DURING CONSTRICTION. NEW STOREFRONT WINDOW SYSTEM PRIOR TO INSTALLATION OF NEW WINDOWS. NOTIFY ARCHITECT IMMEDIATELY IF ANGLES AR= NOT SUITABLE FOR INSTALLATION OF NEW WINDOW SYSTEM. REMOVE p -43 REMOVE 4 DISPOSE OF EXISTING LOUVERS. D -66 GENERATOR EXHAUST STACK REMOVE 4 DISPOSE OF EXISTING RAIN COLLAR 4 ROOF EXISTING STEEL ANGLE WHERE EXISTING STOREFRONT OPENING WILL BE FILLED IN, SEE SHEET A33 MEMBRANE FLASHING. SEE DETAIL 5/AI03. FOR NEW STOREFRONT OPENINGS. PROJECT #: 2003124.00 BID SET ISSUED: August 26,200S REVISIONS: Roof Demolition Plan SHEET: A4sl N -02 9 U� 00, (D O J W L� O] PROVIDE 4 INSTALL FULLY WELDED SHEET METAL SADDLE FLASHING, TYP. F.O. CONIC BELOW/ F.0_ SHTG T OF COL i n BELOW/ F F.O_ SHTG I 3 2 E5 F.O. ELEV PIT FOUNDATION; F.O. GYP BD F.O. ELEV Pll G2, FOUNDATION/ F.O. GYP 8T) ( 2.9 9 I 0 w O O 9 T, EXISTING: ROOF LIGHT FIXTURE MOUNTING DRAIN 4 OVERFLOW BRACKET 3 0 0 0 2 AI02 I 3 v v b.l O A5.1 AbJ O o y _ k�j '4 0 0 i � w Q d 7 OHO LD J J O O U v O O EXISTNG EXHAUST J J U j O O �Y 19 \1 3� J J O O o v Li w O O (141 5 0 w M Cl (, z O S lJ Vl O O w � SCALE: 1/8' =I' -0' New Construction Notes: NEW EXTERIOR CLADDING NOTES: N -01 INSTALL NEW CEMENT PLASTER CLADDING SYSTEM ATTACH TO EXISTING CONCRETE WALL. RE- INSTALL REFURBISHED METAL COPING e PARAPET, U.NO. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF NEW Eft FOAM OVER NEW CEMENT PLASTER CLADDING, SEE EXTERIOR ELEVATIONS 4 WALL SECTIONS FOR EXTENTS. N_0Y INSTALL NEW CEMENT PLASTER CLADDING SYSTEM o/ NEW WEATHER RESISTIVE BARRIER o/ NEW 5/8' GYPSUM SHEATHING o/ EXISTING METAL STUD FRAMING. RE- INSTALL REFURBISHED METAL COPING, s PARAPET, UN.O. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF NEW EPS FOAM OVER NEW CEMENT PLASTER CLADDING, SEE EXTERIOR ELEVATIONS 4 WALL SECTIONS FOR EXTENTS. ROOF MEMBRANE NOTES: N -II MECHANICAL EQUIPJELEVATOR/STAIR PENTHOUSE ROOFS: INSTALL ADDITIONAL FASTENERS INTO EXISTING ROOF MEMBRANE, SEE ROOF DETAIL 10 4 II/A10.1 4 NEW CONSTRUCTION NOTE 04. N -12 ROOF MEMBRANE TO BE REPAIRED, SPOT PATCHED, CLEANED, AND SEAL COATED. SEE DETAIL 9/A10.1 4 SEE NEW CONSTRUCTION NOTE 04, ROOF CLEANING: SEE BASE BID 4 ALTERNATE BID. ROOF SEAL COATING: SEE BASE BID. N -13 ROOF MEMBRANE TO BE REPAIRED, SPOT PATCHED, CLEANED, AND SEAL COATED. PROVIDE 4 INSTALL FASTENERS AROUND ENTIRE PERIMETER OF ROOF MEMBRANE PER FASTERNER DETAIL. SEE ROOF DETAIL 10, 11, 4 12/40.1 4 SEE NEW CONSTRUCTION NOTE 04. ROOF CLEANING: SEE BASE BID 4 ALTERNATE BID. ROOF SEAL COATING: SEE BASE BID. AT HELI -STOP: REPAIR ROOF MEMBRANE /SYSTEM AS REQUIRED TO PROVIDE LEVEL HELI -STOP AREA PRIOR TO INSTALLATION OF CONCRETE PAVERS. N -14 WALK -OFF PADS: CAREFULLY REMOVE 4 REUSE. SEE NOTE N -32 FOR SEALANT SCHEDULE. EX- HVAC e CAP, TYP. EXISTING ROOF TOP MOUNTED (2) DUCTS TO REMAIN EXISTING LOWER PARAPET WALL NEW EXTERIOR MISCELLANEOUS NOTES: N -31 EXISTING LADDER REMOVE EXISTING MTL. EXTENSIONS, PREP 4 HOT -DIP GALVANIZE LADDER WITH NEW METAL EXTENSION. SEE DETAILS FOR NEW EXTENTIONS 4 RE- INSTALLING NEW LADDER- EXISTING METAL GRATE: SPOT SAND/PREP FOR APPLICATION OF COLD GALVANIZE COMPOUND. WEIGH EA. SECTION TO DETERMINE IF EACH GRATE MEETS MINIMUM OF 2 LBS /SQ FT FOR BALLAST. VERIFY W/ ARCHITECT PRIOR TO RE- INSTALLATION. PROVIDE 4 INSTALL GRATE W/ NEW HOT DIPPED BOLTS, WASHERS, 4 NUTS FROM SAME GALVANIZER CAREFULLY REMOVE EXISTING MEMBRANE PROTECTION PADS 4 FLIP OVER (WEATHERED -SIDE DOWN) 4 SET IN BEADS OF POLYURETHANE SEALANT. SEALANT SIZE TO BE 1 1/2' DIAMETER 8' -10' O.G. EA. WAY. ALL METAL GRATE SECTIONS TO FIT FLUSH, TRUE 4 LEVEL TO EACH OTHER N -33 EXISTING GENERATOR EXHAUST STACK: INSTALL NEW ROOF MEMBRANE FLASHING 4 NEW STAINLESS STEEL RAIN COLLAR, SEE 5/A103 N -34 EXISTING TUBE STEEL FRAMING: PREP, PRIME 4 PAINT. N -35 EXISTING HEL15TOP: PREP 4 PAINT EXISITNG CONCRETE PAVERS TO CURRENT FFA. REGULATIONS FOR COLOR 4 LAYOUT. SEE NOTE N -13 FOR ADDITIONAL WORK PRIOR TO RE- INSTALLATION OF CONCRETE PAVERS N -38 EXISTING BOILER STACK PROVIDE 4 INSTALL (3) NEW GALV. CABLES STAYS (MATCH EXIST'G SIZE) 4 (3) NEW STAINLESS STEEL BRACKETS. ADD CABLE STAY a NORTHWEST DIRECTION W/ THE OTHER STAYS IN APPROXIMATELY THE SAME EXISTING LOCATIONS. SEE DETAILS 3/A103 4 &/AI03. SEE DETAIL 3/403 FOR NEW SUPPORT BAND 4 BRACKET. ROOF TOP TO FMAN 3 A52 NEW INTERIOR FINISH NOTES: N -101 INSTALL NEW (2) LAYERS OF GWB o/ EXISTING METAL FRAMING, INSTALL BATT INSULATION. INSTALL NEW PLASTIC LAMINATE SILL, SEE WINDOW DETAILS. FINISH 4 PAINT W/ VAPOR RETARDENT PAINT TO MATCH EXISTING • INTERIOR FACE OF GWB. N -102 INSTALL NEW (1) LAYER OF 5/6' TYPE 'X' GWB o/ EXISTING METAL FRAMING a WALL SILL 4 JAMB, SEE WINDOW DETAILS. FINISH 4 PAINT TO MATCH EXISTING. N -103 INSTALL NEW (2) LAYERS OF 5/8' TYPE 'X' GWB c/ EXISTING METAL FRAMING a WALLS TO MATCH EXISTING. FINISH 4 PAINT TO MATCH EXISTING. PROVIDE SOUND BATT INSULATION BETWEEN EA. STUD CAVITY WHERE GWB IS BEING REPLACE. N -106 PROVIDE 4 INSTALL NEW 5/8' TYRE 'X' GYPSUM WALLBOARD , 181110 pin New Construction Notes: 9 u cD Z � O O OJ O w ti 0] w PROVIDE 4 INSTALL FULLY WELDED SHEET METAL SADDLE FLASHING, TYP. EXISTING ROOF TOP BOILER STACK N -38 ZEXISTNG ROOF MEMBRANE BELOW, -NO WORK, UNA: EXISTING GENERATOR J EXHAUST STACK N -33 I. SEE ROOM FINISH SCHEDULE ON SHEET Al2.1 FOR EXTENTS OF WORK IN EACH ROOM. 2. SEE DOOR SCHEDULE ON SHEET Al2.1, DOOR 4 WINDOW ELEVATIONS SHEET ADA FOR ADDITIONAL NOTES. 3. SEE SHEET A9 SERIES FOR TYPICAL CEMENT PLASTER FINISH SYSTEM DETAILS. 4. READ ROOF REPAIR 4 PREPARATION, COATING SECTIONS CAREFULLY FOR ADDITIONAL WORK SPECIFIED WHICH IS NOT SHOWN ON ROOF DRAWINGS, 5. SEE PLUMBING DRAWINGS FOR ADDITIONAL WORK 6. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL WORK 1. SEE SHEET AIIJ FOR TOILET ROOM PLANS AND ELEVATIONS RICE ARCHITECTURE &PLANNING MIL 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED A.RRC�HITECT, IC it LLER STATE OF NGTON i Mn O L�U CL O J W W V Z J ow .0 Q U 2 j w 2 Z O N Cr. C W LL LL 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Roof Plan SHEET- A4.2 O M ■ C� •� C � ■ Vhf ILA CO i-- O 0. PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Roof Plan SHEET- A4.2 EXISTING SCUPPER 4 DOWNSPOUT 70 REMAIN TYP. • SCREEN WALL, SEE ROOF PLAN FOR EXTENTS, TYP. TYP. a SCREEN WALL, SEE ROOF PLAN FOR EXTENTS, TYP. EXISTING SCUPPER 4 DOWNSPOUT TO REMAIN EXISTING BOILER STACK N-3S EXISTING SCUPPER 4 DOWNSPOUT TO REMAIN TYP. a SCREEN WALL, SEE ROOF PLAN FOR FVTFWTA TYP TYP. a SCREEN WALL, SEE ROOF PLAN FOR EXTENTS, TYP. RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT NORTH NORTH NMl4 &5oof Plan above Mech. Equip. - Demo. /New Roof Plan above Elev. Lobby - Demo./Now— Roof Plan above Stairs - Demo./New LIJ 5CZE. I/8' =I' -0' 2 SCALE= 1/8' =I' -0' SCALE: 1/8' =1' -0' 0 cic I. Demolition Key Notes: Demolition Notes: W DEMOLITION EXTERIOR ENVELOPE NOTES: DEMOLITION EXTERIOR WINDOW NOTES (CONT'D) DEMOLITION INTERIOR FINISH NOTES: I. MOVABLE FURNITURE, EQUIPMENT WILL BE REMOVED 4 STORED BY OWNER UNLESS NOTED OTHERWISE. p -01 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 TYPE 'X' GYPSUM SHEATHING OVER EXISTING METAL STUD WALL. D -25 CONTINUOUS LM REMOVE 4 STEEL ANGLE EXISTING HE STOREFRONT WINDOW PATCH CONCRETE WALLAS REQUIRED. REMOVE D � REMOVE EXISTING LOUVER NUMBER STORE FOR REINSTALLATION BY CONTRACTOR � 2. BUILT-IN EN BY CON 7ACKBOARD6, ETC. WILL BE REMOVED t STORED BY CONTRACTOR FOR FUTURE O p -101 REMOVE 4 DISPOSE OF EXISTING GYPSUM WALLBOARD 4 VAPOR BARRIER INSTALLATION BY CONTRACTOR UMO. D -02 REMOVE 4 DISPOSE OF EXISTING E.IFS OVER EXISTING CONCRETE WALL. 4 DISPOSE OF EXISTING GM LINER 4 SILL, SEE WINDOW DETAILS FOR EXTENTS. ALL WINDOW TYPE 31 DEMO 3. FOR DEMOLITION W ELECTRICAL ITEMS SEE ELECTRICAL DRAWINGS. J IS TO BE DONE FROM EXTERIOR SIDE OF WALL. DEMOLITION EXTERIOR RAILINGS: D 102 REMOVE 4 DISPOSE OF EXISTING SUSPENDED ACOUSTICAL TILE CEILING 4. SEE PHASING DRAWINGS A03, A0.4, A05, AOb, A0.1 4 TEMPORARY WALL DETAILS FOR SEQUENCE OF DEMOLITION WORK 4 NEW CONSTRUCTION. W D -03 IXIX REMOVE GI ESPOSE 40FG �kP9UM 9FIEATHING TO NEAREST 9T11D. ATHING OVER EXISTING METAL STUD WALL. D -26 REMOVE FIRE SHUTTER tETRACKG TO STOREFRONT T PLACE. DOW SYSTEM. EXISTING t DISPOSE OF EXISTING p 51 REMOVE EXISTING GUARDRAIL 4 SALVAGE FOR FUTURE REINSTALLATION 5. SEE REMOVE FOR SITE PLAN NOTES 4 WOI�IC /\ BY CONTRACTOR D 103 REMOVE 4 DISPOSE OF EXISTING (2) LAYERS OF SE, FROM FLOOR AT 9 IL OFF, b. REMOVE EXISTING STALL E, NUMBER t STORE FOR URI INSTALLATION. HEIGHT OF ADA PARKING CUT GWB LINER d SILL, SEE WINDOW DETAILS FOR EXTENTS. ALL DEED WORK TO BE DONE FROM EXTERIOR SIDE INCLUDING GM ®DRAPE POCKET, RESILIENT BASE, PLASTIC LAMINATE SILL W/ SIGNAGE TO BE RE- INSTALLED PER STATE 4 LOCAL JURISDICTION REQUIREMENTS. p_04 REMOVE 4 DISPOSE OF EXISTING E.IFS 4 TYPE 'X' GYPSUM SHEATHING OVER EXISTING METAL STUD OF WALL WITH SHUTTERS CLOSED, TAPED AND SEALED. p -52 CUT 4 REMOVE EXISTING GUARDRAIL a NEAREST VERTICAL SUPPORT 4 SALVAGE FOR FUTURE EDGE 4 VAPOR BARRIER EXISTING STEEL STUDS TO REMAIN. INSPECT STEEL STUDS 1. SEE PLUMBING DRAWINGS FOR DEMOLITION 4 RE- INSTALLATION OF EXTERIOR 4 INTERIOR O COLUMN FURRING 4 BEAM FURRING ALL SIDES. REINSTALLATION BY CONTRACTOR FOR CORRISON 4 ARE W E SUITABLE FOR INSTALLATION OF NEW GWB. PLUMBING FIXTURES, HOSE BIBS, ROOF DRAINS. Dp_06 REMOVE 4 SALVAGE EXISTING STL. LADDER FOR REINSTALLATION BY CONTRACTOR D 21 CON NUOUS STEEL ANGLE LEG AT HE AMBW4BILL REMOVE REMOVE SPOSE OFEXIISTING GW , LINER 4 SILL, DEMOLITION EXTERIOR ROOF NOTES: D -104 T�NEAREST EXISTING STUD 7AND FROM FINISH FLOOR TO 5' ORAB5OVEWFIIN SHED ELEGTICAL DEVICES, FIXRJIRES, S�IGNAGE, ETC t INSTALLATION OF INTERIOR 4 EXTERIOR tm SEE SPECIFICATIONS FOR RE- GALVANIZING. SEE WINDOW DETAILS FOR EXTENTS. D -0l REMOVE 4 DISPOSE OF EXISTING E.IFS 4 GYPSUM SHEATHING, 4 EXISTING METAL SIDING/1 -LYWD. EXISTING EXTERIOR DOOR NOTES: D-61 REMOVE 4 SALVAGE EXISTING PARAPET GAP FLASHING. MARK LOCATION 4 STORE FLOOR C (BACK SIDE OF SCREEN WALL) a SCREEN WALL. EXISTING METAL STUDS TO REMAIN. FOR RE- INSTALLATION BY CONTRACTOR SEE SPECIFICATION FOR RE- FINISHING. DEMOLITION PATIENT/TOILET ROOMS NOTES z : L_ � '� p_31 EXISTING HOLLOW METAL OR EXTERIOR ALUM. FRAME 4 THESHOLD TO REMAIN IN PLACE. REMOVE EXISTING E D 08 REMOVE SEE DRAW( FOR ADDITIONAL ETE DEMOLITION DECK FRAMING, RAILING POOR PANELl6) t CLOSURE HARDWARE} NUMBER d STORE FOR REINSTALLATION BY CONTRACTOR D-62 MARK LOCATION FOR RE NSTALLLATION BY CONTRACTOR SEE A42 TING HELISTOP. D III MOUNTED4ITEMS 4 DISPOSE ORE IN PATIENT SHEET ROOM VINYL FOR REINSTALLLAA71ON BASE, GWB IN SHOWER AREA REMOVE REMOVE EXISTING WALL �L (� M D -32 EXISTING OVERHEAD DOOR 4 TRACK TO REMAIN IN PLACE. ADDITIONAL WORK MOUNTED SHOWER SEATS 4 SALVAGE FOR OWNER IN ADDITION, REMOVE EXISTING WALL MOUNTED TOILET, REMOVE EXISTING ■ D -09 REMOVE 4 DISPOSE OF EXISTING E.IFS, GYPSUM SHEATHING, STL. STUDS 4 METAL PANEL 4 FLASHING p -33 EXISTING EXTERIOR ALUMINUM DOOR FRAME 4 THESHOLD TO BE REMOVED, NUMBERED STORES FOR FUTURE GOB ABOVE TOILET 4 REPAIR WALL CARRIER SEE PLUMBING DRAWINGS. SEE TOILET ROOM PLANS FOR EXTENTS OF WORK t a SCREEN WALL. EXISTING TUBE STEEL FRAME TO REMAIN. REMOVE COPING, MARK LOCATION 4 FOR ADDITIONAL NOTES, SEE SHEETS AII.I 4 AIi2. 0 REINSTALLATION BY CONTRACTOR REFURBISHED TO 'LIKE NEW' CONDITION 4 REINSTALLED PER DETAILS. ■ -0,10 RE- INSTALLATION BY CONTRACTOR REMOVE t DISPOSE OF FILL -CITE INSULATED SAFETY GLAZING. p -63 CAREFULLY REMOVE 4 SALVAGE EXISTING METAL GRATE SECTIONS 4 REGALVANIZE. MARK p_ii2 REMOVE t DISPOSE OF EXISTING SHEET VINYL FLOORING, RESILIENT BASE, GM IN SHOWER AREA REMOVE WALL MOUNTED ITEMS DEMOLITION EXTERIOR WINDOW NOTES: LOCATION OF EACH GRATE SECTION 4 STORE FOR FUTURE RE- INSTALLATION BY CONTRACTOR 4 STORE FOR REINSTALLATION BY CONTRACTOR REMOVE EXISTING WALL MOUNTED SHOWER SEAT 4 SALVAGE FOR OWNER SEE PATIENT/TOILET W •L p -34 REMOVE 4 DISPOSE OF EXISTING HOLLOW METAL POOR FRAME 4 THRESHOLD. SEE 8/A103 FOR EXISTING CONDITIONS t SEE A42 FOR ADDITIONAL WORK. ROOM DRAWINGS FOR EXTENTS OF WORK 4 FOR ADDITIONAL NOTES, AIU 4 A112, STORE TOILET ROOM ACCESSORIES IN PATIENT ROOM. p -21 REMOVE 4 DISPOSE OF EXISTING STOREFRONT OR GURTAINWALL WINDOW SYSTEM, GW5 LINER 4 SILL. NO THRESHOLD a SCREEN WALLS SEE SECTIONS t DETAILS FOR HEAD CONDITION TO (REMAIN. DEMOLITION EXTERIOR LOUVER NOTES: P -64 REMOVE 4 DISPOSE OF EXISTING GABLE STAYS, RAIN COLLAR (NEAR BASE) a BOILER STACK p_W3 REMOVE EXISTING WALL MOUNTED TOILET, REMOVE EXISTING GM ABOVE TOILET t REPAIR WALL CARRIER p 22 REMOVE I DISPOSE OF EXISTING WINDOW UNIT, GWB LINER t SILL. REMOVE 4 DISPOSE OF EXISTING SUPPORT BAND 4 WALL BRACKET. SUPPORT STACK AS SEE PLUMBING DRAWINGS. SEE PATIENT/TOILET DRAWINGS SHEETS AIIJ 4 A112 FOR ADDITIONAL NOTES. STORE W P -41 EXISTING LOUVERS TO REMAIN IN PLACE 4 OPERATIONAL. PROVIDE OPENING IN SCAFFOLD ENCLOSURE TO REQUIRED UNTIL NEW CABLE STAYS 4 SUPPORT BAND ARE INSTALLED. SEE DETAIL 3/A103 FOR TOILET ROOM ACCESSORIES IN PATIENT ROOM 3 PROVIDE FRESH -AIR TO BOILERS AT ALL TIMES. PROTECT FROM DAMAGE DURING CONSTRUCTION. EXISTING CONDITIONS. p -24 REMOVE 4 DISPOSE OF EXISTING STOREFRONT WINDOW SYSTEM 4 STOREFONT DOOR AT THIRD D -II4 REMOVE EXISTING CASEWORK STORE IN ROOM FOR INSTALLATION BY CONTRACTOR REFER 70 WINDOW REMOVE AILS.PROJJEC STEEL ANGLE CONTINUOUS STELA ANGLE TABLE FOR ATTACHING D -42 DAMAGE (STING DURING CONSTRUCTION. 0 RS TO REMAIN IN PLACE. COVER 4 PROTECT FROM P -65 REMOVE 4 DISPOSE OF EXISTING PARAPET GAP FLASHING. a NEW STOREFRONT WINDOW SYSTEM PRIOR TO INSTALLATION OF NEW WINDOWS. NOTIFY ARCHITECT V. IMMEDIATELY IF ANGLES ARE NOT SUITABLE FOR INSTALLATION OF NEW WINDOW SYSTEM. REMOVE p -43 REMOVE t DISPOSE of EXISTING LOUVERS. p -66 GENERATOR EXHAUST STACK REMOVE 4 DISPOSE OF EXISTING RAIN COLLAR t ROOF _ MEMBRANE FLASHING. SEE DETAIL 51AI03. Q EXISTING STEEL ANGLE WHERE EXISTING STOREFRONT OPENING WILL BE FILLED IN, SEE SHEET A33 FOR NEW STOREFRONT OPENINGS. J New Construction Notes: New Construction Notes: Q W NEW EXTERIOR CLADDING NOTES: ROOF MEMBRANE NOTES: NEW EXTERIOR MISCELLANEOUS NOTES: NEW INTERIOR FINISH NOTES: 1. SEE ROOM FINISH SCHEDULE ON SHEET AI2.1 FOR EXTENTS OF WORK IN EACH ROOM. T' N -01 INSTALL NEW CEMENT PLASTER CLADDING SYSTEM ATTACH TO EXISTING CONCRETE WALL. MECHANICAL QUI VATOR/STAIR PENTHOUSE ROOFS: INSTALL ADDITIONAL 5-31 EXISTING LADDER REMOVE EXISTING MTL. EXTENSIONS, PREP 4 HOT -DIP GALVANIZE 2. SEE DOOR SCHEDULE ON SHEET AIL DOOR 4 WINDOW ELEVATIONS SHEET AILS FOR ADDITIONAL NOTES. RE- INSTALL REFURBISHED METAL COPING a PARAPET, UNA. SEE EXTERIOR ELEVATIONS 5-11 ME ALE P1ELE LADDER WITH NEW METAL EXTENSION. SEE DETAILS FOR NEW EXTENTIONS 4 N -101 INSTALL NEW (2) LAYERS OF TE IL EXISTING METAL FRAMING, INSTALL GATT INSULATION 3. SEE SHEET A9 SERIES FOR TYPICAL CEMENT PLASTER FINISH SYSTEM DETAILS. FOR LOCATIONS OF NEW EPS FOAM OVER NEW CEMENT PLASTER CLAPPING, SEE EXTERIOR FASTENERS INTO EXISTING ROOF MEMBRANE, SEE ROOF DETAIL 10 4 11/A10.1 4 NEW RE- INSTALLING NEW LADDER INSTALL NEW PLASTIC LAMINATE SILL, SEE WINDOW DETAILS. FINISH 4 PAINT W/ VAPOR 4. READ ROOF REPAIR 4 ROOF RAI COATING SECTIONS CAREFULLY FOR ADDITIONAL WORK SPECIFIED Z ELEVATIONS 4 GALL SECTIONS FOR EXTENTS. CONSTRUCTION NOTE "4. RETARDENT PAINT TO MATCH EXISTING ®INTERIOR FACE OF GW1B. WHICH 15 NOT SHOWN ON ROOF DRAWINGS. N -32 EXISTING METAL GRATE: SPOT SAND/PREP FOR APPILIGATION OF COLD GALVANIZE COMPOUND. 5. SEE PLUMBING DRAWINGS FOR ADDITIONAL L WO O N -12 ROOF MEMBRANE TO BE REPAIRED, SPOT PATCHED, CLEANED, AND SEAL COATED. WEIGH EA. SECTION TO DETERMINE IF EACH GRATE MEETS MINIMUM OF 2 LBS /SQ. FT FOR BALLAST. N -102 INSTALL NEW (U LAYER OF 5/8' TYPE 'X' GWB o/ EXISTING METAL FRAMING a WALL b. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL WORK INSTALL NEW CEMENT PLASTER CLADDING SYSTEM o/ NEW WEATHER RESISTIVE SEE DETAIL 9/40.1 4 SEE NEW CONSTRUCTION NOTE 04. VERIFY W/ ARCHITECT PRIOR TO RE- INSTALLATION. PROVIDE 4 INSTALL GRATE W/ NEW HOT DIPPED SILL 4 JAMB, SEE WINDOW DETAILS. FINISH 4 PAINT TO MATCH EXISTING. 1. SEE SHEET AII.I FOR TOILET ROOM PLANS AND ELEVATIONS BARRIER o/ NEW 5/8' GYPSUM SHEATHING o/ EXISTING METAL STUD FRAMING. RE- INSTALL ROOF CLEANING: SEE BASE Blp 4 ALTERNATE BID. BOLTS, WASHERS, 4 NUTS FROM SAME GALVANIZER CAREFULLY REMOVE EXISTING MEMBRANE PROTECTION REFURBISHED METAL COPING a PARAPET, l E SEE EXTERIOR ELEVATIONS ROOF SEAL COATING: SEE BASE BID. PADS 4 FLIP OVER (WEATHERED -SIDE DOWN) 4 SET IN BEADS OF POLYURETHANE SEALANT. SEALANT SIZE N -103 INSTALL NEW (2) LAYERS OF 5/8' TYPE 'X' GW1B o/ EXISTING METAL FRAMING a W FOR LOCATIONS OF NEW EPS FOAM OVER NEW CEMENT PLASTER CLADDING, SEE EXTERIOR TO BE 11/2' DIAMETER 8' -10' O.C. EA WAY. ALL METAL GRATE SECTIONS TO FIT FLUSH, TRUE 4 LEVEL 70 WALLS TO MATCH EXISTING. FINISH 4 PAINT TO MATCH EXISTING. PROVIDE SOUND ELEVATIONS 4 WALL SECTIONS FOR EXTENTS. N -13 ROOF MEMBRANE TO BE REPAIRED, SPOT PATCHED, CLEANED, AND SEAL COATED. EACH OTHER BATT INSULATION BETWEEN EA. STUD CAVITY WHERE 6aO IS BEING REPLACE. U. PROVIDE 4 INSTALL FASTENERS AROUND ENTIRE PERIMETER OF ROOF MEMBRANE PER EASTERNER DETAIL. SEE ROOF DETAIL 10, 11, 4 12/40.1 4 SEE NEW CONSTRUCTION NOTE 04. N -33 EXISTING GENERATOR EXHAUST STACK: INSTALL NEW ROOF MEMBRANE FLASHING 4 NEW STAINLESS STEEL um ROOF CLEANING: SEE BASE BID 4 ALTERNATE BID. RAIN COLLAR SEE 5 /A103 N -106 PROVIDE 4 INSTALL NEW 5/8' TYPE 'X' GYPSUM WALLBOARD UJI ROOF SEAL COATING: SEE BASE BID. N_34 EXISTING TUBE STEEL FRAMING: PREP, PRIME t PAINT. _7 AT HELI- STOP: REPAIR ROOF MEMBRANE /SYSTEM AS REQUIRED TO PROVIDE LEVEL HELI -STOP AREA PRIOR TO INSTALLATION OF CONCRETE PAVERS. N -14 WALK -OFF PADS: CAREFULLY REMOVE 4 REUSE. SEE NOTE N -32 FOR SEALANT N -35 EXISTING HELISTOP: PREP 4 PAINT EXISITNG CONCRETE PAVERS TO CURRENT FFA REGULATIONS SCHEDULE. FOR COLOR 4 LAYOUT. SEE NOTE N -13 FOR ADDITIONAL. WORK PRIOR TO RE- INSTALLATION OF CONCRETE PAVERS N_38 EXISTING BOILER STACK: PROVIDE 4 INSTALL (3) NEW GALV. CABLES STAYS (MATCH EXIST'G SIZE) 4 (3) NEW STAINLESS STEEL BRACKETS. ADD CABLE STAY a NORTHWEST DIRECTION W/ THE OTHER STAYS IN APPROXIMATELY THE SAME EXISTING LOCATIONS. SEE DETAILS 3/AI03 4 61403. SEE DETAIL 3/AI03 FOR NEW SUPPORT BAND 4 BRACKET. PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Roof Plans SHEET: A4.3 - — L — I L - - - - - _J L_ - - - - _J - J I� COLOR CP -I - L - J L .1 L - J L STAINLESS STEEL THROUGH WALL FLASHING/EXPANSION ASSEMBLY - HEIGHT TO BE DETERMINED BY PARAPET HEIGHT ON WEST FACE - SEE 3/A52 SCALE: STAINLESS STEEL WALL FLASHING/E) ASSEMBLY 1 East Elevation SCALE: 10=1' -0' H H H I ❑NEW CEMENT PLA`�TER SYSTEM COLOR CF-1 VERTICAL TYP AT CE ADpE0 WINDOW ASSEMBLY STAINLESS WALL FLAS ASSEMBLY NEW WINDOW ASSEMBLY - SEE 12 /A1.I FOR SILL - EXISTING EIFS s HEAD AND JAMBS TO REMAIN H �F�E cr0 TVA -1 vvclC (.'r1-1cN 1 rli.7l cm SYSTEM - COLOR CF-I - OUTSIDE Partial South Elevation FACE TO ALIGN WITH EXISTING EIFS SCALE: .. 110 SECOND FLOOR 1 EN �13'� A'� _ TA. PARAPET STAINLESS STEEL THROUGH FLASHING/EXPANSION ASSE T.O. PARAPET EFS FOAM OVER CEr SYSTEM - COLOR CF FACE TO ALIGN WITH EXISTIP CUT FOAM TO MATCH EXISTII UPPER FLOOR MAIN FLOOR EXISTING METAL SIGNAGE LOWER FLOOR UPPER FLOOR EPS FOAM OVER CEMENT FASTER SYSTEM - COLOR CP -I - OUTSIDE TO ALIGN WITH EXISTING EIFS MAIN FLOOR LESS STEEL THROUGH FLASHING/EXPANSION 15LY (REF OWASO) HATCHED TO REMAIN AS EXISTING _ LOWER V � FLOOR mlan a 4 . o...o. SCALE: 1/S' =I' -0' ❑NEW CEMENT PLASTER COLOR CID-I ROOF ELEVATION FLOOR ELEVATION RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT V 1 STATE OF WASHINGTON Lai W 0. W 0M 0 Lu Z W V m tm Z •� 4-P 4A J ■ c� W ■ ■ c 4A W in Q cM O U if _ O J W 2 z 0 N cc W LL LL W PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Exterior Elevations SHEET: A5.1 '-0 _ PARAPET ��TD..�. A-0A t/ I PET UPPER — FLOOR MAIN _ FLOOR L= — FLOOR E E E I I 4TAINL966 STEEL THROUGH WALL FLASHING/EXPANSION ASSEMBLY r - -TI - J- JT - J - J- T -- L- SCALE: I/8' =1' -0' r jZoz / r . r • - - - • j EFS FOAM ovER CEMENT FASTER SYSTEM - COLOR CF-2 - OUTSIDE FACE TO ALIGN WITH EXISTING EIFS - HATCHED CUT FOAM MATCH EXISTING RE 5 TO REMAIN AS EXISTING / G H / J I VERTICAL CONTR(PL JOINTS, TYP AT CEMENT PLASTER SCALE: 1/8'=1' -0' ®HATCHED TO REMAIN AS EXISTING NEW CONCRETE FOOTING W 14' CONC. CURB UPPER — FLOOR EPS FOAM OVER CEMENT SYSTEM - COLOR CF-I - FACE TO ALIGN WITH EXIST MAIN _ FLOOR STAINLESS STEEL Ti WALL FLASHING/EXF ASSEMBLY (REF 2 ® HATCHED TO AS E FLOOR i1 Partial North Elevo SCALE: 1/8'=I' -0' LOWER -- ____ -- - -- - -- - -- - -- - -- - -- - -- - -- - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------ n West Elevation SCALE :I /8' =1' -0' Ikk UPPER FLOOR MAIN FLOOR Partial West Elevation SCALE: I/8' =1' -0' r, x5111.1 F0NEW CEMENT PLASTER SYSTEM COLOR CP -I RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT CHITECT R W Mn O 1^= 0M W 0M O J W z W p n cn Z •� 0 c 4A Lu J ■ Ic � c Q o F- u v = o H a Lu Q Z O N DC W LL LL W Mn PROJECT' #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Exterior Elevations SHEET: A5.2 light in the assembly marked as indicated in Section 2406.2. Other lights in the assembly shall be marked "CPSC 16 CFR 1201" or "ANSI Z97.1," as appropriate. 2406.3 Hazardous locations. The following shall be consid- ered specific hazardous locations requiring safety glazing ma- terials: 1. Glazing in swinging doors exceptjalousies (see Section 2406.3.1). 2 Glazing in fixed and sliding panels of sliding door as- semblies and panels in sliding and bifold closet door as- semblies. 1 Glazing in storm doors. 4. Glazing in unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirl- pools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches (1514 mm) above a standing surface. 6 Glazing in an individual fixed or operable panel adja- cent to a door where the nearest exposed edge of the glazing is within a 24 -inch (610 mm) arc of either verti- cal edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface. Exceptions: I. Panels where there is an intervening wall or other per- manent barrier between the door and glazing. 2. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.3, Item 7. 3. Glazingm walls perpendicularto the plane of the door in a closed position, other than the wall towards which the door swings when opened, in one- and two - family dwellings or within dwelling units in Group R -2 . Glazing in an individual foxed or operable panel, other than in those locations described in preceding Items 5 and 6, which meets all of the following conditions 7.1. Exposed area of an individual pane greater than 9 square feet (0.84 m�); 7.2 Exposed bottom edge less than 18 inches (457 mm) above the floor; 7.3. Exposed top edge greater than 36 inches (914 mm) above the floor, and 7.4. One or more walking surface(s) within 36 inches (914 mm) honzontally of the plane of the glaz- ing. Exception: Safety glazing for Item 7 is not re- quired for the following installations: 1. A protective bar 1' /a inches (38 mm) or more in height, capable of withstanding a horizontal load of 50 pounds plf (730 N /m) without contacting the glass, is in- stalled on the accessible sides of the glaz- GLASS AND GLAZING ing 34 inches to 38 inches (864 mm to 965 mm) above the floor. 2. The outboard pane in insulating glass units or multiple glazing where the bot- tom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizon- tal) (0.78 rad) surface adjacent to the glass exterior. 8. Glazing in guards and railings, including structural bal- uster panels and nonstructural in-fill panels, regardless of area or height above a walking surface 9. Glazing in walls and fences enclosing indoor and out- door swimming pools, hot tubs and spas where all of the following conditions are present. 9 1. The bottom edge of the glazing on the pool or spa side is less than 60 inches (1524 mm) above a walking surface on the pool or spa side of the glazing, and 9.2. The glazing is within 60 inches (1524 mm) hon- zontally of the water's edge of a swimming pool or spa. 10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface; when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the adja- cent walking surface. 11 Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread Exception: Safety glazing for Item 10 or 11 is not re- quired for the following installations where: 1 The side of a stairway, landing or ramp which has a guardrail or handrail, including balusters or m -fill panels, complying with the provisions of Sections 1012 and 1607.7; and 2. The plane of the glass is greater than 18 inches (457 mm) from the railing. 2406.3.1 Exceptions: The following products, materials and uses shall not be considered specific hazardous loca- tions: 1. Openings in doors through which a 3 -mch (76 mm) sphere is unable to pass. 1 Decorahve glass in Section 2406 3, Item 1, 6 or 7 3. Glazing materials used as curved glazed panels in re- volving doors. 4 Commercial refrigerated cabinet glazed doors. 5. Glass- blockpanelscomplying with Section 2101.25. 6 Louvered windows and jalousies complying with the requirements of Section 2403 5. 7. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2003 INTERNATIONAL BUILDING CODE@ 525 FIRST FLOOR SECOND FLOOR u THIRD FLOOR THIRD FLOOR 3 m m I A13 29 31 ivJ Q N LL LL 3 15 2 3 Al2 m b EA TO REPLACE EXISTING R155ON WINDOW - EQUALLY SPACED - SEE I /A5.1 I A13 32 a N LL Q U1 LL SEE ELEVATION FOR LOCATIONS OF 291 1OPP.HANDCONDITIONS \�I el /IU /�1 b/" GA \ICI C 11 -IIV I Ail II -N,! NEW SAFETY GLAZINCs, TYP. 8 N N Al2 REINSTALL CIRTAINWALL ON NEW CURD, AS DETAILED. MODIFY LENGTH OF 50TTOM PANE TO ACCOMODATE NEW OPENING SIZE - REPLACE DOTTOM ROW OF GLAZING WITH NEW SAFETY GLAZING, TYP. 2�' �OL Al2 12 d Lu W m Al2 29 31 ivJ Q N LL LL 3 15 2 3 Al2 m b EA TO REPLACE EXISTING R155ON WINDOW - EQUALLY SPACED - SEE I /A5.1 I A13 32 a N LL Q U1 LL SEE ELEVATION FOR LOCATIONS OF 291 1OPP.HANDCONDITIONS \�I el /IU /�1 b/" GA \ICI C SAFETY GLAZING, TYP. GI ql /� 1 C� DA \ICI G A13 E]EILILIE]i I Ail 2 -N,! Al2 �OL d d Lu W m Al2 Al2 SAFETY GLAZING, TYP. GI ql /� 1 C� DA \ICI G Il 3'_01 18 51-21/21, FIELD SAFETY GLAZING, TYP. C� V -0', FIELD VERIFY SAFE TYP. 2 A1.1 33 36 �7 3 Ala Ea EQ 2' SEE ELEVATION FOR LOCATIONS OF 292 OPP. HAND CONDITIONS 31 CONC. WALL IRI_21 2' A13 E]EILILIE]i I Al2 2 N w Al2 d W m Al2 Il 3'_01 18 51-21/21, FIELD SAFETY GLAZING, TYP. C� V -0', FIELD VERIFY SAFE TYP. 2 A1.1 33 36 �7 3 Ala Ea EQ 2' SEE ELEVATION FOR LOCATIONS OF 292 OPP. HAND CONDITIONS 31 CONC. WALL IRI_21 2' A13 E]EILILIE]i 293 EMP a n � W 0 38 Cm General Notes: 0 7 1.1 C01 I a1.1 e 39 V -2' A1.1 SIM. I. DIMENSIONS SHOWN ON WINDOW ELEVATIONS ARE APPROXIMATIONS FOR PRICING PURPOSES. ACTUAL DIMENSIONS TO 5E COORDINATED WITH THE FIELD VERIFIED ROUGH OPENING DIMENSIONS. 295 I� fG SAFETY GLAZING, TYP. AFETERIA THIRD FLOOR /1 THIRD FLOOR& RICE ARCHITECTURE &PLANNING MIIL 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT IC AL16ILLER STATE OF WASHINGTON W 0/�/ 1..1. O J W z fLu p V Z •C t 0 LM 4A W Q M O V L _ O LuJ a 2 Z O N uj U. um W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Window and Door Elevations SHEET: I A5.4 EXISTING LOUVER BEYOND TO PARAPET NO WORK AT AREA EXISTING ROOF SHOWN HATCHED MEMBRANE SYSTEM - SEE A4.1 NEW FIRESAFING, TYP. �a <� EXIST ROOF - ° - - °— 1 �u�8z FRAMING W/ SPRAY? - - - - - I A10.1 Lu ON FP, TYR — -- - ~ w m !R �- IV NEW RI98ATT I - -- I - an ~��' INSULATION, TYP. I I z a d= o NEW GWB WINDOW LINE RAPE POCKET, TYp. I N L) z'- - ° w �1 �Llzn DEMOLISH INTERIOR a w w WALLS TO 9' -0' AFF - I I a S a m I I EXISTING GWB CEILING II' I r — — — — — — — — — i EXISTING SUSPENDED CEILING SYST LOCATION OF EXT. WALL REVISED REMOVE/REINSTALL AS NECE88A I (SEE PLANS) - PROVIDE NEW FOR EXECUTION OF WO q< ck ` I EXTERIOR FRAMING AT LOCATIONS EXIST WALL BEY TO REMAIN a OF REMOVED BALCONIES AND 0 I INFILLED WALLS - REF. I NEW DEEP SOFFIT BE - REF. STRUCTURAL FOR FRAMING PROVIDE SUSPENDED BOFFIT FRAM I a �+ DETAILS SYSTEM, AS SPECIFIED W WINDOW - WAITING CO RINGS, TYP. I a ? EXISTING CONC FLOOR I m a NEW PEEP SILL o/ METAL DECK BEYOND - REF. A33 ? I INSTALL NEW (D LAYER OF 5/8' TYPE 'X' GWB / (U LAYER DENSGLASS e SILL 1 JAMB, SEE I A90 W FIRESAFING, TYP. GENERAL NOTES UPPER FLOOR EXISTING CONC FLOOR o/ METAL DECK - 2 4mQ�a AT AREA OF REMOVEr. BALCONY - INSTALL EDGE ANGLE - - Lu in u a PATCH/REPAIR/FILL/L VEL CONCRETE e � w S SEE STRUCTURAL SKET S Al2.2 PATCH/REPAIR SPRAY APPLIED a f > 5( FIREPROOFING AS SPE IFIED S h, w `) i2 :z W EXIST WF BEAM W/ w w z EXIST V BEAM W/ `9 LL W p ii = z° SPRAY ON FP, TYP SPRAY ON FP, TYP _ 0- NEW R -19 BATT INSULATION, TYP. ' q EXISTING SUSPENDED EXISTING SUSPENDED CEILING SYSTEM - CEILING SYSTEM REMOVE/REINSTALL AS NECESSARY FOR EXECUTION OF Wo 0 INSTALL NEW (U LAYS OF 5/8' TYPE 'X' GWB / (U LAYER DENSGLASS o/ EXISTING METAL FRAMI 4G 9 n ® SILL t JAMB, SEE GENERAL NOTES a EXISTING CONC 9 1 z EXISTING CONC FLOOR FLOOR o/ METAL A9� o/ METAL DECK DECK MAIN FLOOR NEW FIRESAFING INSULATION, TYP NEW R -19 INSULATION, TYP A O O �n EXIST WF BEAM W/ p z Lu SPRAY SPRAY ON FP, TYP > aq N a z NEW R -19 GATT A32 a LL INSULATION, TYP. w U °N / � w� z INSTALL NEW (U LAYS � OF 5/8' TYPE 'X' GWB / 0 ~ N ° (U LAYER DENSGLASS o/ EXISTING METAL FRAMI m u { z - TYP. ® EXTERIOR "` z Q a WALLS u 4 s w 12 a�`�gLL EXISTING CONC SLAB A93 0 w ID = EXISTING GONG SLAB ON GRADE � "` -- a 3 ON GRADE 1 1 LOWER FLOOR -- . = 40_0, Wall Sections 50ALE: 3/8 " =1'-O" ID I - -- 70 PARAPET �k j NO WOpC AT AREA SHOWN HATCHED _ 1TYP NEW FIRESAFING, TYP. TO +43' PARAPET 0' - ii wz a °X NEW GM INDOW LI R/DRAPE POCKET, TYP. w w W N W DEMOLI INTERI WALLS TO 9' -0' AFF u EXISTING SUSPENDED CEILING - FIRE RESISTIVE IN CORRIDOR I I � _ EXISTING SUSPENDED CEILING - REMOVEAREINE rALL AS N - -- NECESSA RY FOR E> ECUTION OF WORK 3 j a c, EXIST W p L BEYOND TO REMAIN � � INSTALL W (2) LAYERS w EXISTING LIGHT FIXTURE wa OF 5/8' TrPE 'X' GWB o/ 9 Waz = _ EXISTING METAL z w ROOM FRAMING a INTERI a z o E A XISTING CONC FLOOR CU WALLS, E GENE z a o/ METAL DECK CORD NOTE 3 INSTALL W (U LAYER NEW WINDOW OF 5/8' 'X' GWp o/ VE NEW WI TYP. (1) LAYER DENSGLASS o/ e EXISTING METAL ING NEW FIRESAFING, TYP. s SILL 1 AMB, SEE �' -9 a GENE NOTES a a__Z UPPER FLooR� _ +28' -0' - -- 9 w LU � w Lr X A93 �/— wNw 11)(H HHHHUXE)f 1 u A93 %_ i/ REMOVE EXISTING R -19 BATT EXISTING EIFS SOFFIT INSULATION RE LACE WMEW EXISTING SUSPENDED a ' PRODUCT - 00 NOT COVER FRAMING CEILING SYSTEM UNTIL INSPECTED BY OWNER'S REP LL 0 �+ �Lu LL ACRYLIC FINISH COAT ON EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM EXISTING CONC FLOOR o/ METAL DECK ' MAIN FLOOR _ - _ +14' -0' ji / " NO WORK AT AREA SHOWN HATCHED � I j EXISTING CONC SLAB ON GRADE -- ---- - - - -�� ,..' LOWER FLOOR -- / SHOWN HATCHED TO PARAPET _ +52' -6' TYP / - AI0.1 NEW FIRESAFING, TYP. - I TO PARAPET J O Z '+ JE NEW GWB WINDOW LINER/DRAPE POCKET, TYP. w� w W N W DEMOLISH INTERIOR WALLS TO 9' -0' AFF EXISTING SUSPENDED CEILING __/ EXIST WALL BEYOND TO REMAIN INSTALL NEW (2) LAYERS OF 5/8' TYPE 'X' GWB o/ EXISTING METAL FRAMING INTERIOR WALLS, SEE GENERAL NOTE 3 INSTALL NEW lU LAYER OF ACU ROOM 5/8' TYPE 'X' GWB o/ (U LAYER DENSGLA58 o/ NEW Wil IDOW EXISTING METAL FRAMING a COVERINGS TYP. SILL t JAMB, SEE GENERAL NOTES I NEW SUSPENDED CEILING STERILE GORE SUSSTERILE CLEAN SUPPLY O SEE GENERAL NOTE 2 7, � - - - - /. ,. .� //, A, wr z^^�x;c . � xmxcxxrz xatx�ora+k - 4' -3 1/4' F.V. ING TO REI A93 - IN E ISTING LOC, EXIST SOFFIT TO REMAIN NO WORK AT AREA SHOWN HATCHED /_ Wall Sections SCALE: COLUMN BEYOND EXISTING CONC SLAB PAVING Z 4wf� u z1z� a �?zn z NEW FIRESAFING, TYP. UPPER FLOOR -� _ [AW ru Luz sE ° U w zip j INSTALL NEW ALUMINUM a a WINDOW WITH INSULATED e $ GLAZING -oho a O NEW FIRESAFING, TYP. MAIN FLOOR = +14' -0' CEMENT PLASTER 9 CLADDING SYSTEM OVER A` O WRB ON NEW EXTERIOR 1 SHEATHING ON EXISTING FRAMING ACRYLIC FINISH COAT ON EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM NEW R -19 BATT INSULATION - OUNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER SCALE: 3/8' = I' -0' 0 1' 2' 5' General Notes: Key Plan LOWER FLOOR NTS _ +0' -0' I. SEE SHEET A5.4 FOR EXTERIOR WINDOW t LOUVER ELEVATIONS. 2. SEE SHEET AIJ THRU A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORW, 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECIUIRED WINDOW FRAME DIMENSIONS. RIC ARCHITECTURE ffffU &PLANNING v, (/(�1 MILLER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT � MI- CMIIUjlEfi/ STATE OF WASHINGTON A Mn O UJI 13M O uj Z I.J..I Q cn Z •� 0 (/) M J ■ c� CG1 ■ � � I ■ s °n Lu N 3 CO I- V if 2 O I— uu 2 z O LuY. I..L UL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WALL SECTIONS SHEET- NO WORK AT AREA TO PARAPET _ +52' -6' TYP / - AI0.1 NEW FIRESAFING, TYP. - I TO PARAPET J O Z '+ JE NEW GWB WINDOW LINER/DRAPE POCKET, TYP. w� w W N W DEMOLISH INTERIOR WALLS TO 9' -0' AFF EXISTING SUSPENDED CEILING __/ EXIST WALL BEYOND TO REMAIN INSTALL NEW (2) LAYERS OF 5/8' TYPE 'X' GWB o/ EXISTING METAL FRAMING INTERIOR WALLS, SEE GENERAL NOTE 3 INSTALL NEW lU LAYER OF ACU ROOM 5/8' TYPE 'X' GWB o/ (U LAYER DENSGLA58 o/ NEW Wil IDOW EXISTING METAL FRAMING a COVERINGS TYP. SILL t JAMB, SEE GENERAL NOTES I NEW SUSPENDED CEILING STERILE GORE SUSSTERILE CLEAN SUPPLY O SEE GENERAL NOTE 2 7, � - - - - /. ,. .� //, A, wr z^^�x;c . � xmxcxxrz xatx�ora+k - 4' -3 1/4' F.V. ING TO REI A93 - IN E ISTING LOC, EXIST SOFFIT TO REMAIN NO WORK AT AREA SHOWN HATCHED /_ Wall Sections SCALE: COLUMN BEYOND EXISTING CONC SLAB PAVING Z 4wf� u z1z� a �?zn z NEW FIRESAFING, TYP. UPPER FLOOR -� _ [AW ru Luz sE ° U w zip j INSTALL NEW ALUMINUM a a WINDOW WITH INSULATED e $ GLAZING -oho a O NEW FIRESAFING, TYP. MAIN FLOOR = +14' -0' CEMENT PLASTER 9 CLADDING SYSTEM OVER A` O WRB ON NEW EXTERIOR 1 SHEATHING ON EXISTING FRAMING ACRYLIC FINISH COAT ON EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM NEW R -19 BATT INSULATION - OUNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER SCALE: 3/8' = I' -0' 0 1' 2' 5' General Notes: Key Plan LOWER FLOOR NTS _ +0' -0' I. SEE SHEET A5.4 FOR EXTERIOR WINDOW t LOUVER ELEVATIONS. 2. SEE SHEET AIJ THRU A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORW, 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECIUIRED WINDOW FRAME DIMENSIONS. RIC ARCHITECTURE ffffU &PLANNING v, (/(�1 MILLER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT � MI- CMIIUjlEfi/ STATE OF WASHINGTON A Mn O UJI 13M O uj Z I.J..I Q cn Z •� 0 (/) M J ■ c� CG1 ■ � � I ■ s °n Lu N 3 CO I- V if 2 O I— uu 2 z O LuY. I..L UL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WALL SECTIONS SHEET- /_ Wall Sections SCALE: COLUMN BEYOND EXISTING CONC SLAB PAVING Z 4wf� u z1z� a �?zn z NEW FIRESAFING, TYP. UPPER FLOOR -� _ [AW ru Luz sE ° U w zip j INSTALL NEW ALUMINUM a a WINDOW WITH INSULATED e $ GLAZING -oho a O NEW FIRESAFING, TYP. MAIN FLOOR = +14' -0' CEMENT PLASTER 9 CLADDING SYSTEM OVER A` O WRB ON NEW EXTERIOR 1 SHEATHING ON EXISTING FRAMING ACRYLIC FINISH COAT ON EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM NEW R -19 BATT INSULATION - OUNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER SCALE: 3/8' = I' -0' 0 1' 2' 5' General Notes: Key Plan LOWER FLOOR NTS _ +0' -0' I. SEE SHEET A5.4 FOR EXTERIOR WINDOW t LOUVER ELEVATIONS. 2. SEE SHEET AIJ THRU A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORW, 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECIUIRED WINDOW FRAME DIMENSIONS. RIC ARCHITECTURE ffffU &PLANNING v, (/(�1 MILLER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT � MI- CMIIUjlEfi/ STATE OF WASHINGTON A Mn O UJI 13M O uj Z I.J..I Q cn Z •� 0 (/) M J ■ c� CG1 ■ � � I ■ s °n Lu N 3 CO I- V if 2 O I— uu 2 z O LuY. I..L UL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WALL SECTIONS SHEET- ACRYLIC FINISH COAT ON EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM NEW R -19 BATT INSULATION - OUNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER SCALE: 3/8' = I' -0' 0 1' 2' 5' General Notes: Key Plan LOWER FLOOR NTS _ +0' -0' I. SEE SHEET A5.4 FOR EXTERIOR WINDOW t LOUVER ELEVATIONS. 2. SEE SHEET AIJ THRU A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORW, 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECIUIRED WINDOW FRAME DIMENSIONS. RIC ARCHITECTURE ffffU &PLANNING v, (/(�1 MILLER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT � MI- CMIIUjlEfi/ STATE OF WASHINGTON A Mn O UJI 13M O uj Z I.J..I Q cn Z •� 0 (/) M J ■ c� CG1 ■ � � I ■ s °n Lu N 3 CO I- V if 2 O I— uu 2 z O LuY. I..L UL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WALL SECTIONS SHEET- EXISTING ROOF MEMBRANE SYSTEM - SEE A4.1 NEW R -19 EXISTING SUSPENDED CEILING zw �a - REMOVEA1001PYARF-INSTALL Q� NEW GWB WINDOW INEF AS NECESSARY FOR ROOF OVER V RIGID Z 3 I EXECUTION OF WOW A10.1 DECK - SEE A3.1 — + NEW FIRESAFING, TYP. rWINDOW SHOWN IN THIS , 9 r — LOCATION IS NOT EXISTING - I I MODIFY EXISTING FRAMING G A — — — — — — — — OR I 1 LOF NEW WINDOW UNIT _ _ J CHARTING 1 0 m INSTALL NEW (1) LAYER OF I 5/8' TYPE 'X' GWB o/ (1) LAYER DENSGLASS o/ 1 EXISTING METAL FRAMING is RRIDOR i wow L SILL 4 JAMB, SEE GENERAL NOTES w EXISTING DRAPE POCKET n-- T I I I —x/ _ NEW FIRESAFING, TYP. - EXIST TO PARAPET +43' -0' 4 flu I "�W w N £ w I EXISTING SUSPENDED CEILING REMOVEAREINSTALL AS NECESSAR FOR EXECUTION OF WOR I INSTALL NEW ALUMINUM WINDOW WITH INSULATED 1 GLAZING INSTALL NEW (1) LAYER OF 5/8' TYPE 'X' GWB o/ (1) LAYER DENEGLASS o/ EXISTING METAL FRAMING is SILL 4 JAMB, SEE GENERAL NOTES UPPER FLOOR 1 = +28'-0' NEW FIRESAFING, TYP. CEMENT PLASTER CLADDING \ SYSTEM OVER WRB ON NEW 1 EXTERIOR SHEATHING I 1 AI0.1 I I I LDRP ROOMI NEW FIRESAFING, TYP. NEW WINDOW COVERING, TYP. TO PARAPET a Q V6 goz_" u �£ �w aN FIB )FO C0,1C I FO I I w 1 d Ain, e o J� a w RAISED TO PARAPET - _ +43'-10' I I _ TO PARAPET / A10.1 / nz I I uo I r6LX N X w EXISTING SUSPENDED CEILING N w REMOVEAREINSTALL ASNECESSA FOR EXECUTI O OF NEW GM AND DRAWPE LINE OVER EXISTING FRAMING ACRYLIC FINISH COAT ON I 2 WINDOW ASSEMBLY EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM a ^' 4 NEW R -19 GATT INSULATION - ? OWNER'S REP TO INSPECT j Q W rt EXISTING FRAMING BEFOG / COVER CUT ATI NT W TING ? COURT YARD W SILL TO MATC H EXISTING ? LXAND6CAPE TO CONC MAIN FLOOR— EXISTING FINISH TO REMAIN i _ MAIN FLOOR — — — ' _ +14' -0' - - - - -- ----------- - - - - -- 1 = +14,_0, / — ; Wall Sections SCALE: 518 " =1' -0" NO WORK AT AREA SHOWN HATCHED LOWER FLOOR IV 3 .. �.. 5CU ROOM )R FINISH ) REMAIN u� FOG NEW WINDOW COVERI , TYP. CEMENT PLASTER RECOAT ROOF AS DESIGNATED a CLADDING SYSTEM IN PLAN - SEE A3.1 a ON EXISTING CONC z WALL EXISTING COPING TO REMAIN IN PLACE a? wza /7/ TO PARAPET UPPER FLOOR C1 NO WORK AT AREA / SHOWN HATCHED ,' /- IV STO IV „ i' EXIST WALL MAIN FLOOR +14,_0, Wall Sections 4 %ALE:3 /8" =I'-O" Key Plan NTS SCALE: 3/8' = I' -0' 0 1' 1' 5' General Notes: I. SEE SHEET A5.4 FOR EXTERIOR WINDOW 4 LOUVER ELEVATIONS. 2. SEE SHEET All THRJ A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORK. 4. SEE ABA FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE REQUIRED WINDOW FRAME DIMENSIONS. RICE ARCHITECTURE &PLANNING MILL 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT HITECT I I 1 O uj1..1. 0M O W Z W p V � }1 Z •� .j ■ Ic ■ � vii W N � � M O Q pp F- V t: = o LLJH � Q Z O Ln W LL L W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WALL SECTIONS SHEET: I A6.2 zw �a Q� EXIST SINGLE PLY ? ROOF OVER V RIGID Z 3 I INSUL OVER CONC A10.1 DECK - SEE A3.1 — + NEW FIRESAFING, TYP. EXIST— 4A TO PARAPET 9 3 ' +30'-0' EXISTING UPPER FLOOR w doa,i i wow w EXISTING DRAPE POCKET `° NEW R -19 GATT INSULATION EXISTING SUSPENDED CEILING Ir EXISTING FIRE SHUTTERS PATCHAREPAIR WINDOW LINER FOR INSTALLATION OF NEW ACRYLIC FINISH COAT ON I 2 WINDOW ASSEMBLY EIFS FOAM - FULLY ADHERE TO BASE COAT OF CEMENT PLASTER SOFFIT SYSTEM a ^' 4 NEW R -19 GATT INSULATION - ? OWNER'S REP TO INSPECT j Q W rt EXISTING FRAMING BEFOG / COVER CUT ATI NT W TING ? COURT YARD W SILL TO MATC H EXISTING ? LXAND6CAPE TO CONC MAIN FLOOR— EXISTING FINISH TO REMAIN i _ MAIN FLOOR — — — ' _ +14' -0' - - - - -- ----------- - - - - -- 1 = +14,_0, / — ; Wall Sections SCALE: 518 " =1' -0" NO WORK AT AREA SHOWN HATCHED LOWER FLOOR IV 3 .. �.. 5CU ROOM )R FINISH ) REMAIN u� FOG NEW WINDOW COVERI , TYP. CEMENT PLASTER RECOAT ROOF AS DESIGNATED a CLADDING SYSTEM IN PLAN - SEE A3.1 a ON EXISTING CONC z WALL EXISTING COPING TO REMAIN IN PLACE a? wza /7/ TO PARAPET UPPER FLOOR C1 NO WORK AT AREA / SHOWN HATCHED ,' /- IV STO IV „ i' EXIST WALL MAIN FLOOR +14,_0, Wall Sections 4 %ALE:3 /8" =I'-O" Key Plan NTS SCALE: 3/8' = I' -0' 0 1' 1' 5' General Notes: I. SEE SHEET A5.4 FOR EXTERIOR WINDOW 4 LOUVER ELEVATIONS. 2. SEE SHEET All THRJ A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORK. 4. SEE ABA FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE REQUIRED WINDOW FRAME DIMENSIONS. RICE ARCHITECTURE &PLANNING MILL 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT HITECT I I 1 O uj1..1. 0M O W Z W p V � }1 Z •� .j ■ Ic ■ � vii W N � � M O Q pp F- V t: = o LLJH � Q Z O Ln W LL L W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WALL SECTIONS SHEET: I A6.2 TO PARAPET '7 J J N ? Q Z � LLLLV R MAIN FLOOR +0-0' Wall Section; SCALE: 318 " =11 -O° NO WORK IN AREA SHOWN HATCHED ASSEMBLY EXCAVATE AS REQUIRED TO UNDISTURBED SOIL FOR INSTALLATION OF THICKENED LONG. FOOTING FOR ENTIRE LENGTH OF WALL, SEE 2/A2.4 FOR EXTENTS LANDSCAPE PLANTING BEp EXISTING CONCRETE WALK PROVIDE (2) 04 REBAR AT BOTTOM - 3" MIN COVER TO BOTTOM OF THE FOOTING, (U 0 7 7,71 4 REBAR AT THE TOP — teria PATCH/REPAIR SURROUNDING FINISHES AT HEAP AND JAMB AFTER INSTALLATION OF NEW- WINDOW GAFE'I'ERIA FIELD VERIFY 4' _ EXISTING GONG. SLAB ON GRADE 2 AI0.1 - _ NEW FIRESAFING INSULATION, TYP 1 R415Ep PARAPET, SEE NOTE 3 I TO PARAPET � _ 4 II CS !pzo U �£ ��w� �W�W �NW u NEW 43' -10' - TO PARAPET R -19 INSULATION j7- L9 thl INTERIOR FINISH TO REMAIN y �� /,V • �O �w �ZZ h ao z_ UPPER FLOOR 30� N 6 xa w� an� ? Q N N �z1 ` z �zt� u =I'-Ou � i ) Fv CaNc 2 AI0.1 _._ � NEW FIRESAFING INSULATION, TYP � � RAISED PARAPET, SEE NOTE 3 I I T +43x10 PET L - TO PARAPET - - w o ? NEW R -19 INSULATION m uxi a °a Ud) MAIN FLOOR +14' -0' 1 Wall Sec SCALE: 9 /5 A u _ pIMINSION SO THAT - � FLASHING ALIGNS WITH IST STAIR t ADJACENT PARAPET GAP - VDINCs FIELD VERIFY UPPER FLOOR ,i Wall Sect! SCALE: 3/8 " 1 NO WORK AT AREA SHOWN HATCHED MAIN FLOOR 2 A10.1 PATCH/REPAIR GWB ®HEAD, JAMB AND SILL AFTER INSTALLATION OF NEW WINDOW UNIT EXISTING GM CEILING TO REMAIN VISITOR TOILE 7 EXISTING INTERIOR FINISH TO REMAIN NEW FIRESAFING INSULATION, TYP RAISED PARAPET, SEE NOTE 3 70 PARAPET +43' -10' TO PARAPET _ +43'-0' WWVIT NEW R -19 INSULATION eolT U- < a °�rcx w L) )< o� z� 23!m x NEW FIRESAFING INSULATION, TYP a� UPPER FLOOR �oi� N W u�'F� x w A93 A93 � ACRYLIC FINISH COAT ON TO BASE COAT FULLY CEMENT PLASTER SOFFIT SYSTEM NEW R -19 GATT INSULATION - � ! %' COLUMN BEYOND OWNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER NO WORK AT AREA SHOWN HATCHED MAIN LOCI +14'_0' 1 Wall Sections SCALE: 3/8 " =1'-O° SCALE: 31 8' = I' -0' 0 1' 2' 5' General Notes: I. SEE SHEET A5.4 FOR EXTERIOR WINDOW < LOUVER ELEVATIONS. 1 SEE SHEET A1.I THRIJ A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORK 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECJUIREp WINDOW FRAME DIMENSIONS. Key Plan Nrs RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @finarch.com 4500 REGISTERED r � ARCHITECT MI✓� CI44EL�L MILLER 1 STATE OF WASHINGTON ILD 0) C. ILA m MID C. Qj IIIA mn O �.i O Z � W p W t/1 � Q M O V co � J Q W Z O �N Yc W W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: SHEET: A63 GAFE'I'ERIA FIELD VERIFY 4' _ EXISTING GONG. SLAB ON GRADE 2 AI0.1 - _ NEW FIRESAFING INSULATION, TYP 1 R415Ep PARAPET, SEE NOTE 3 I TO PARAPET � _ 4 II CS !pzo U �£ ��w� �W�W �NW u NEW 43' -10' - TO PARAPET R -19 INSULATION j7- L9 thl INTERIOR FINISH TO REMAIN y �� /,V • �O �w �ZZ h ao z_ UPPER FLOOR 30� N 6 xa w� an� ? Q N N �z1 ` z �zt� u =I'-Ou � i ) Fv CaNc 2 AI0.1 _._ � NEW FIRESAFING INSULATION, TYP � � RAISED PARAPET, SEE NOTE 3 I I T +43x10 PET L - TO PARAPET - - w o ? NEW R -19 INSULATION m uxi a °a Ud) MAIN FLOOR +14' -0' 1 Wall Sec SCALE: 9 /5 A u _ pIMINSION SO THAT - � FLASHING ALIGNS WITH IST STAIR t ADJACENT PARAPET GAP - VDINCs FIELD VERIFY UPPER FLOOR ,i Wall Sect! SCALE: 3/8 " 1 NO WORK AT AREA SHOWN HATCHED MAIN FLOOR 2 A10.1 PATCH/REPAIR GWB ®HEAD, JAMB AND SILL AFTER INSTALLATION OF NEW WINDOW UNIT EXISTING GM CEILING TO REMAIN VISITOR TOILE 7 EXISTING INTERIOR FINISH TO REMAIN NEW FIRESAFING INSULATION, TYP RAISED PARAPET, SEE NOTE 3 70 PARAPET +43' -10' TO PARAPET _ +43'-0' WWVIT NEW R -19 INSULATION eolT U- < a °�rcx w L) )< o� z� 23!m x NEW FIRESAFING INSULATION, TYP a� UPPER FLOOR �oi� N W u�'F� x w A93 A93 � ACRYLIC FINISH COAT ON TO BASE COAT FULLY CEMENT PLASTER SOFFIT SYSTEM NEW R -19 GATT INSULATION - � ! %' COLUMN BEYOND OWNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER NO WORK AT AREA SHOWN HATCHED MAIN LOCI +14'_0' 1 Wall Sections SCALE: 3/8 " =1'-O° SCALE: 31 8' = I' -0' 0 1' 2' 5' General Notes: I. SEE SHEET A5.4 FOR EXTERIOR WINDOW < LOUVER ELEVATIONS. 1 SEE SHEET A1.I THRIJ A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORK 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECJUIREp WINDOW FRAME DIMENSIONS. Key Plan Nrs RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @finarch.com 4500 REGISTERED r � ARCHITECT MI✓� CI44EL�L MILLER 1 STATE OF WASHINGTON ILD 0) C. ILA m MID C. Qj IIIA mn O �.i O Z � W p W t/1 � Q M O V co � J Q W Z O �N Yc W W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: SHEET: A63 NO WORK AT AREA SHOWN HATCHED MAIN FLOOR 2 A10.1 PATCH/REPAIR GWB ®HEAD, JAMB AND SILL AFTER INSTALLATION OF NEW WINDOW UNIT EXISTING GM CEILING TO REMAIN VISITOR TOILE 7 EXISTING INTERIOR FINISH TO REMAIN NEW FIRESAFING INSULATION, TYP RAISED PARAPET, SEE NOTE 3 70 PARAPET +43' -10' TO PARAPET _ +43'-0' WWVIT NEW R -19 INSULATION eolT U- < a °�rcx w L) )< o� z� 23!m x NEW FIRESAFING INSULATION, TYP a� UPPER FLOOR �oi� N W u�'F� x w A93 A93 � ACRYLIC FINISH COAT ON TO BASE COAT FULLY CEMENT PLASTER SOFFIT SYSTEM NEW R -19 GATT INSULATION - � ! %' COLUMN BEYOND OWNER'S REP TO INSPECT EXISTING FRAMING BEFORE COVER NO WORK AT AREA SHOWN HATCHED MAIN LOCI +14'_0' 1 Wall Sections SCALE: 3/8 " =1'-O° SCALE: 31 8' = I' -0' 0 1' 2' 5' General Notes: I. SEE SHEET A5.4 FOR EXTERIOR WINDOW < LOUVER ELEVATIONS. 1 SEE SHEET A1.I THRIJ A13 FOR WINDOW DETAILS. 3. SEE FLOOR PLANS AND ROOF PLANS FOR EXTENTS OF WORK 4. SEE A5.4 FOR WINDOW FRAME ELEVATIONS AND DETAIL REFERENCES. 5. DIMENSIONS LOCATING WINDOWS ARE ROUGH OPENING DIMENSIONS OF EXISTING FRAMING MEMBERS. CONTRACTOR IS TO VERIFY ALL ROUGH OPENINGS AND COORDINATE RECJUIREp WINDOW FRAME DIMENSIONS. Key Plan Nrs RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @finarch.com 4500 REGISTERED r � ARCHITECT MI✓� CI44EL�L MILLER 1 STATE OF WASHINGTON ILD 0) C. ILA m MID C. Qj IIIA mn O �.i O Z � W p W t/1 � Q M O V co � J Q W Z O �N Yc W W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: SHEET: A63 INSTALL 5ELF- ADHERING MEMBRANE BOOT OVER CORNER TO COMPLETELY COVER RELIEF CUTS ("HAMMERHEAD' PROFILE) TYPICAL ROUGH OPENIN NOT TO SCALE FLASHING DETAIL - BAYONET J I NOT TO SCALE OUS )VERLAP 4T IN N. 4" LAP RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT STATE OF WASHINGTON L� W ffim, O�/ Y. 0. Lu Y. O J W Z Lu p Z •� t J ■ �� D 001 m ■ .p I L - ■ Lu ui O Q M pp F- V tf = O J Q W Z O LA cr. W LL ILL W '1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: STANDARD DETAILS — Typical Rough Opening Flashing Details and Sequencing Diagrams SHEET: A7.0 MTL. COR TYP. NEW (U L+ PAPER F, o/ (D LA1 MTL. COR SEALANT EDGE OF 1 WINDOW H SCALE: HALF MTL. COWER BEAD, - TYP. NEW (U LAYER ALIGN OF 5/8' PAPER FACED GYPSUM L SHEATHING o/ (1) LAYER DENSGLASS MTL. CORNER BEAD, TY SEALANT AND BACKER UPTURN OF SILL PAN BELOW EDGE OF SILL BELOW Stud Wall fthilm NEW (1) LAYER PAPER FACED GYPSUM SHEATHING WITH VAPOR RETARDANT PAINT & (U LAYER DENSGLASS - AT EXTERIOR WALLS ACRYLIC FINISH COAT ON EPS FOAM SULLY ADHERED TO CEMENT °LASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW / 5HEATHING ON EXISTING FRAMING - 'ROVIDE NEW R -19 BATT INSULATION STING ANGLE. - TURNED LEG TO BE IOVED ( 5HOWN DASHED)/ U1A ENLARGE i / SCALE: FULL ROUGH OPENING -FIELD VERIFY- NT AND BACKER ROP OR GLAZED ALUMINUM LASS WINDOW SYSTEM / 3EYOND / 1RN OF SELF - ADHERING LE MEMBRANE HEAD - NCs BEYOND �= NEW (1) LAYER PAKR FACED GYPSUM SHEATHING WITH VAPOR RETARDANT PAINT o/ (U LAYER DENSGLASS - TYP.AT EXTERIOR WALLS ACRYLIC FINISH COAT ON EPS FOAM 7r / FULLY ADHERED TO CEMENT PILASTER A rOVER � ON NEW � ENLARGED 1 SHEATHING ON EXISTING FRAMING - A SCALE: FULL x PROVIDE NEW R -19 BATT INSULATION ;r EXISTING STEEL ANGLE - REMOVE OUT- TURNED LEG ONLY (SHOWN DASHED) m IROUGH OPENING -FIELD VERIFY- I/ SEALANT AND BACKER ROD EXTERIOR GLAZED ALUMINUM / AND GLASS WINDOW SYSTEM EDGE OF SILL PAN BELOW WINDOW JAMB DETAIL - Stud Wall ' 2 SCALE: HALF / 3A ENLARGED %A SCALE: FULL NEW CONTINUOUS L2X2 1/4 X 1/4 - PROVIDE SEALANT TO WIt DOW FRAME SEALANT AND BACKER D - - - - - i MTL. CORNER BEAD, TYP. i NEW (1) LAYER OF 5/8' P PER FACED GYP SHEATHING o/ (D LAYER ENSGIASS \ MTL. CORNER BEAD, TYP. i SHIM AS REQUIRED J AND BACKER ROD i CUSTOM STAINLESS STEEL SILL PAN SELF ADHERING FLEXIBLE ROUGH OPENING SILL FLASHING - EXTEND OVER SILL AT INTERIOR EPS FOAM o/ CEMENT PLASTER CLADDING SYSTEM, AS SPECIFIED WRB SELF ADHERING FLEXIBLE FLASHING OVER UPTURN OF STAINLESS STEEL THROUGH -WALL SYSTEM AS SPECIFIED HEAD FLASHING w'= " SS THRU -WALL HEAD FLASHING - PROVIDE I' FULLY SOLDERED END DAMS STAINLESS STEEL SILL PAN FLASHING OVER FLANGE OF SELF ADHERING FLEXIBLE X ROUGH OPENING HEAD FLASHING , y TO EXTEND 8' ABOVE R.O. PIASTER CLADDING SS JAMB FLASHING NOTE: SEE AT.O FOR 3 ROUGH OPENING FLASHING DIMENSIONS AND SEQUENCING t iF NEW EXTERIOR SHEATHING - WRB SEALANT 4 BACKER ROD SS CLEATS - ANICALLY FASTEN TO WALL FRAMING. PROVIDE AS NEEDED FOR PLUMB s SMOOTH OUTER EI GE (ON Ro DIUS) OF 58 THRU -WALL HEAD FLASHING X SELF ADHERING FLEXIBLE ROUGH J AND BACKER ROD i CUSTOM STAINLESS STEEL SILL PAN SELF ADHERING FLEXIBLE ROUGH OPENING SILL FLASHING - EXTEND OVER SILL AT INTERIOR X -, PROVIDE WEEPS ® 2410C — EPS FOAM o/ CEMENT PLASTER C SEALANT AND BACKER ROD SYSTEM AS SPECIFIED SET J -TRIM FOR CEMENT PLASTER w'= " SELF ADHERING FLEXIBLE STAINLESS STEEL SILL PAN FLASHING OVER FLANGE OF X EPS FOAM o/ CEMENT , y RD. JAMB FLASHING PIASTER CLADDING SS JAMB FLASHING SYSTEM, AS SPECIFIED WRB t NEW EXTERIOR SHEATHING - WRB 7 TAPE ALL JOINTS - ON EXISTING x EXTERIOR FRAMING X SELF ADHERING FLEXIBLE ROUGH ��� NOTE: SEE AID FOR OPENING JAMB FLASHING - CUT TO ROUGH OPENING FLASHING ALLOW UPTURN OF %; SILL FLASHING BELOW Xi y.X NOTE: SEE ATO FOR OPENING FLASHING IROUGH DIMIENSION6 AND SEQUENCING 7 J AND BACKER ROD i CUSTOM STAINLESS STEEL SILL PAN SELF ADHERING FLEXIBLE ROUGH OPENING SILL FLASHING - EXTEND OVER SILL AT INTERIOR fi �I WINDOW SILL DETAIL - V SCALE: HALF X%>^ II WINDOW HEAD DETAIL - SCALE: HALF Q M ALIGN - - MTL. CORNER BEAD, TYP. NEW lD LAYER OF 5/8' PAPER FACED GYP SHEATHING o/ (U LAYER DENSGLASS — MTL. CORNER BEAD, TYP. 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EXISTING FLOOR FINISH Q EXISTING SLAB RECESS - FIEI4p VERIFY - Q BLOCK/ AS REQUIRED 12 WIN SILL SCALE: HALF Q n IN —END DAM FOR SILL - PAN BEYOND — UPTURN SILL PAN CONTINUOUS FOR LENGTH OF SILL - FULLY SOLDER AT END DAMS PROVIDE SHIMS /SETTING BLOCKS AS REQUIRED — ALUMINUM AND GLASS EXTERIOR GLAZED WINDOW SYSTEM SEALANT AND BACKER ROD - PROVIDE WEEPS ® 24' OC ro c:1 CUSTOM STAINLESS STEEL SILL PAN - SET IN BED OF NON- SKINNING BUTYL SEALANT EXISTING EXTERIOR CONCRETE PAVING ROUGH OPENING -FIELD VERIFY- NEW 4' TALL CONCRETE CURB - HORIZONTAL DIMENSION TO FILL EXISTING SLAB RECESS Q RICE ARCHITECTURE &PLANNING MILL 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT MIC L L MILLER STATE OF WASHINGTON O�/ Y. LU Y. O LU \i Z W p V � z •� 0 NtA J c� ■ I ■ s LU l/ 1 Q M O V 00 _ O I— a LU i z O LU LL UL Uj PROJECTC 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WINDOW DETAILS SHEET: A7.1 SEALANT AND BACKER ROD - PROVIDE WEEPS ® 2410C — SEALANT AND BACKER ROD SET J -TRIM FOR CEMENT PLASTER w'= " SYSTEM IN SEALANT BED UNDER STAINLESS STEEL SILL PAN EPS FOAM o/ CEMENT , y PIASTER CLADDING SYSTEM, AS SPECIFIED WRB t NEW EXTERIOR SHEATHING - �h< h TAPE ALL JOINTS - ON EXISTING EXTERIOR FRAMING X NOTE: SEE AID FOR ROUGH OPENING FLASHING DIMENSIONS AND SEQUENCING fi �I WINDOW SILL DETAIL - V SCALE: HALF X%>^ II WINDOW HEAD DETAIL - SCALE: HALF Q M ALIGN - - MTL. CORNER BEAD, TYP. NEW lD LAYER OF 5/8' PAPER FACED GYP SHEATHING o/ (U LAYER DENSGLASS — MTL. CORNER BEAD, TYP. SEALANT AND BACKER ROD UPTURN OF SILL PAN BELOW UPTURN OF SELF ADHERING FLEXIBLE SILL FLASHING BEYOND -END DAM FOR SILL PAN BEYOND - EXTERIOR GLAZED ALUMINUM AND GLASS WINDOW SYSTEM - UPTURN SILL PAN CONTINUOUS FOR LENGTH OF SILL - FULLY SOLDER AT END DAMS -PROVIDE 5HIM5/SETTING BLOCK AS REQUIRED SEALANT AND BACKER ROD - PROVIDE WEEPS ® 24' OC rCUSTOM STAINLESS STEEL SILL PAN - SET IN SEALANT BED - PROvIDE IFULLY SOLDER END DAMS / ROUGH OPENING -FIELD VERIFY - IEXISTING STEEL ANGLE TO BE REMOVED ((SHOWN DASHED) RYLIG FINISH COAT ON EPS FOAM FULLY ADHERED TO CEMENT PLASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING - PROVIDE NEW R -15 BAIT INSULATION NEW lU LAYER PAPER FACED GYPSUM SHEATHING WITH VAPOR RETARDANT PAINT o/ (1) LAYER PENSGLASS - TYP. AT EXTERIOR WALLS WIND( 8 SCALE: HALF ME ?h1ENT PLASTER SYSTEM EXISTING CONCRETE WALL EW (U LAYER PAPER FACED GYPSUM 4EATHING WITH VAPOR RETARDANT 41NT o/ (D LAYER DENSGLASS - 'P. 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O LU \i Z W p V � z •� 0 NtA J c� ■ I ■ s LU l/ 1 Q M O V 00 _ O I— a LU i z O LU LL UL Uj PROJECTC 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WINDOW DETAILS SHEET: A7.1 \I fi �I WINDOW SILL DETAIL - V SCALE: HALF X%>^ II WINDOW HEAD DETAIL - SCALE: HALF Q M ALIGN - - MTL. CORNER BEAD, TYP. NEW lD LAYER OF 5/8' PAPER FACED GYP SHEATHING o/ (U LAYER DENSGLASS — MTL. CORNER BEAD, TYP. SEALANT AND BACKER ROD UPTURN OF SILL PAN BELOW UPTURN OF SELF ADHERING FLEXIBLE SILL FLASHING BEYOND -END DAM FOR SILL PAN BEYOND - EXTERIOR GLAZED ALUMINUM AND GLASS WINDOW SYSTEM - UPTURN SILL PAN CONTINUOUS FOR LENGTH OF SILL - FULLY SOLDER AT END DAMS -PROVIDE 5HIM5/SETTING BLOCK AS REQUIRED SEALANT AND BACKER ROD - PROVIDE WEEPS ® 24' OC rCUSTOM STAINLESS STEEL SILL PAN - SET IN SEALANT BED - PROvIDE IFULLY SOLDER END DAMS / ROUGH OPENING -FIELD VERIFY - IEXISTING STEEL ANGLE TO BE REMOVED ((SHOWN DASHED) RYLIG FINISH COAT ON EPS FOAM FULLY ADHERED TO CEMENT PLASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING - PROVIDE NEW R -15 BAIT INSULATION NEW lU LAYER PAPER FACED GYPSUM SHEATHING WITH VAPOR RETARDANT PAINT o/ (1) LAYER PENSGLASS - TYP. AT EXTERIOR WALLS WIND( 8 SCALE: HALF ME ?h1ENT PLASTER SYSTEM EXISTING CONCRETE WALL EW (U LAYER PAPER FACED GYPSUM 4EATHING WITH VAPOR RETARDANT 41NT o/ (D LAYER DENSGLASS - 'P. 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AT EXTERIOR WALLS 1Ar CAL""' SE: FULL ACRYLIC FINISH COAT (TO WRAP EPS FOAM SHAPE) CEMENT PLASTER BASE COAT SYSTEM AS SPEC'D WRB SELF- ADHERING FLEXIBLE FLASHING O/ UPTURNED LEG OF 55 HEAD FLASHING SS THROUGH -WALL HEAD _ ING 6' I EPS FOAM SHAPE - COVER IN COLOR CP -3 CONT SELF - ADHERING FLEXIBLE FLASHING TO EXTEND MIN 8' ABOVE 4 BELOW JNT BTWN CURVED WALL AND FACETED WALL J -TRIM FOR CEMENT PLASTER SYSTEM. PROVIDE BLOCKING AS REQ'D SS CLEATS - MECHANICALLY FASTEN TO WALL FRAMING. PROVIDE AS NEEDED FOR PLUMB 4 SMOOTH OUTER EDGE (ON RADIUS) OF SS THROUGH -WALL HEAD FLASHING CONT SEALANT 4 BACKER ROD CUSTOM SS SILL PAN - PROVIDE FULLY SOLDERED UPTURNED LEG AT BACK OF WINDOW AND FULLY SOLDERED END DAMS ® EACH END SEALANT 4 BACKER ROD. PROVIDE WEEPS o 24'OC J -TRIM FOR CEMENT PLASTER SYSTEM. PROVIDE BLOCKING AS REQ'D SELF - ADHERING FLEXIBLE ROUGH OPENING SILL FLASHING, LAP O/ SILL 4 CONCEAL BEHIND GWB ON INT. WRAP EXIST ANGLE 4 LAP O/ WRB s EXT CONT STRIPS MASTIC TAPE I 31 SEALANT 4 BACKER ROD EPS FOAM SHAPE ACRYLIC FINISH COAT - COLOR CP -3 — x-- xL— x - -y!1 CEMENT PLASTER BASE COAT SYSTEM AS SPEC'D WRB NEW EXTERIOR SHEATHING (TAPE ALL JOINTS) ON NEW CA/`C7Cf1 mAMIA✓ RICE ARCHITECTURE &PLANNING. 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT MILL' MILLER STATE OF WASHINGTON I]w Mn O = 0. W IQ= O J W Z W p 4✓ Z •� � n4A J ■ c� D ■ � L C I ■ s vi LLI L M O a co F- U tf _ O I— J Q uml z O N W LL LL W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WINDOW DETAILS SHEET: A7.3 WIND( l o SCALE: HALF I 11 I I I I I I I I I I I I I I I FACETED WALL (REF PLAN) DIM VARIES I DETAIL - CEMENT PLASTER SYSTEM OVER WRB ON NEW EXTERIOR SHEATHING ON EXISTING FRAMING - PROVIDE NEW R -19 BATT INSULATION Eft FOAM SHAPE - ADHESIVELY ATTACH TO CEMENT PIASTER BASECOAT WITH EIFS BASECOAT - FINISH WITH ACRYLIC FINISH COAT OVER EIFS BASECOAT I T- D ING — E TO REM p _ _ I I STAINLESS STEEL HEAD FLASHING - FULLY SOLDER AND FABRICATE AT SMOOTH RADIUS OF CURVED WALL - PROVIDE BAYONET JOINTS (5 /AT.0) AT ALL JOINTS GALVANIZED METAL CLIPS AS REQUIRED AT HEAD FASTEN TO WALL - FLASH IN WITH _ SELF- ADHERING FLEXIBLE FLASHING _ OPEN JOINT CEMENT FIBER BOARD RAINSCREEN SYSTEM OVER WRB ON NEW EXTERIOR SHEATHING ON NEW METAL STUDS WITH BATT INSULATION \ NEW (1) LAYER PAPER FACED \ LL_ GYPSUM SHEATHING WITH \ VAPOR RETARDANT PAINT \ o/ lU LAYER DENSGLASS - \ \ TYP. AT EXTERIOR WALLS \ \ d Panel \ \ \ NEW (1) LAYER PAPER FACED / GYPSUM SHEATHING WITH VAPOR RETARDANT PAINT o/ (1) LAYER DENSG.ASS - TYP. AT EXTERIOR WALLS OPEN JOINT CEMENT FIBER / BOARD RAINSCREEN SYSTEM OVER WRB ON NEW EXTERIOR SHEATHING ON NEW METAL STUDS WITH BATT INSULATION / STAINLESS STEEL JAMB FLASHING SEALANT AND BACKER ROD i NEW (1) LAYER OF 5/8' PAPER FACED GYP — SHEATHING o/ (1) LAYER DENSGLASS MTL. CORNER � BEAD, TYP. MTL. COINER BEAD, TYP, SEALANT INTERIOR EDGE OF PLASTIC LAMINATE SILL BELOW EXTERIOR GLAZED ALUMINUM AND GLASS WINDOW SYSTEM EXTENTS OF STAINLESS STEEL SILL PAN BELOW T — I I I I I I I I WINDOW JAMB 1 1 SCALE: HALF V I FACETED WALL (REF PLAN) DIM VARIES I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I II I I I n SILL DETA 1 G SCALE: HALF - @ Cement �I EXISTING ent Fibe E To REMAif I I I I I anel OPEN JOINT CEMENT FIBER 1 BOARD RAINSCREEN SYSTEM OVER WRB ON NEW EXTERIOR SHEATHING ON NEW METAL STUDS WITH BATT INSULATION CUSTOM STAINLESS STEEL SILL PAN - FULLY SOLDER AND FABRICATE AT SMOOTH RADIUS CURVED WALL - SET IN SEALANT BED - PROVIDD SPICE PLATES AT ALL JOINTS - ATTACH TO TOr OF FINISH COAT ON FOAM SHAPE WITH CONTINUOUS STRIPS OF MASTIC TAPE En FOAM SHAPE ADHESIVELY ATTACH TO CEMENT PLASTER BASECOAT WITH EIFS — BASECOAT - FINISH WITH ACRYLIC FINISH COAT OVER EIFS BASECOAT CEMENT PLASTER SYSTEM OVER WRB ON NEW EXTERIOR SHEATHING ON EXISTING FRAMING PROVIDE NEW R -19 BATT INSULATION NEW (U LAYER PAPER FACED \ GYPSUM SHEATHING WITH VAPOR RETARDANT PAINT \ of (1) LAYER DENSGLASS - \ .` TYP. AT EXTERIOR WALLS \ ` PM e' a ° ENLAI SCALE: FULL ACRYLIC FINISH COAT (TO WRAP En FOAM SHAPE) CEMENT PLASTER BASE COAT SYSTEM AS SPEC'D SELF- ADHERING FLEXIBLE FLASHING O/ UPTURNED LEG OF SS HEAD FLASHING 7 SS THROUGH -WALL HEAD FLASHING - PROVIDE BAYONET JT (5 /AT 0) +ALL JOINTS AND FULLY SOLDERED END MS o EACH END EP9 E10 4JA - COVE N J CONT SELF- ADHERING FLEXIBLE FLASHING TO EXTEND MIN 8' ABOVE 4 BELOW JNT BTWN CURVED WALL AND FACETED WALL J -TRIM FOR CEMENT PLASTER SYSTEM. PROVIDE BLOCKING AS REQ'D SS CLEATS - MECHANICALLY FASTEN TO WALL FRAMING. PROVIDE AS NEEDED FOR PLUMB t SMOOTH OUTER EDGE (ON RADIUS) OF SS THROUGH -WALL HEAD FLASHING CEMENT FIBER Bp PANEL ON FASTENING SYSTEM AS SPEC'D SELF- ADHERING FLEXIBLE FLASHING TO COVER FASTENERS OF CLEATS 1 LAP O/ WRB MIN V WRB NEW EXTERIOR SHEATHING (TAPE ALL JOINTS) ON NEW FACETED FRAMING ENLARGED JAMB DETAIL 1 /y SCALE: FULL el A ENLARGED SIL SCALE: FULL RICE ° / � a a EDGE OF STEEL PAN BELOW 1 O &PLANNING SELF- ADHERING FLEXIBLE YM / FLASHING -LAP O/ WRB SS JAMB FLASHING an WRB ° / SELF- ADHERING FLEXIBLE ROUGH LLI ° OPENING JAMB FLASHING C NEW EXTERIOR SHEATHING (TAPE O ALL JOINTS) ON NEW FRAMING Z •— FACETED WALL ° / C CEMENT FIBER BD PANEL ON FASTENING SYSTEM A$ SPEC'D SEALANT t BACKER ROD W ■ -OM ENLARGED JAMB DETAIL 1 /y SCALE: FULL el A ENLARGED SIL SCALE: FULL RICE ARCHITECTURE 1 O &PLANNING MILLE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT VMAVTCEO'FL ` MILLER WASHINGTON W 1 O YM Lu an O LLI C W O Z •— W ■ -OM I L W In V1 In Q M 00 O U � 2 O CLM W 2 Z O LA cc W LL LL W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: WINDOW DETAILS SHEET- A7.4 ,')ISOMETRIC - Typ. Cement Plaster / NOT To SCALE m on Fr ISOMETRIC - Typ. Cement Plaster System / NOT TO SCALE .ti. . . r :^ TING )ND MESH r 6ECOAT LATH - ATTACH CONCRETE W/ EEL POWDER STENER8 ® 8' OC TER BASECOAT H COAT rete ISOMETRIC NOT To 5GALE FRAMING MEMBERS 5/8' EXTERIOR SHEATHING -TAPE ALL JOINTS CEMENT PLASTER VERTICAL ACCESSORY JOINT NOTE: FLANGES OF CONTROL JOINTS AND /OR OTHER TRIM ACCESSORIES MAY REQUIRE ATTACHMENT, FLANGES TO BE CUT OFF IN ORDER TO FIT PROPERLY INTO CASING BEAD OR FOUNDATION WEEP SCREED. ALL INTERSECTIONS OF VARIOUS TRIM ACCESSORIES NEED TO FIT TIGHT AND CREATE A UNIFORM DEPTH. SEALANT CONTINUOUS CASING BEAD WITH HOLES OR FOUNDATION WEEP SCREED nq Bead ISOMETRIC - `� 50ALE: V =I'-O" CEMENT PLASTER CASING BEAD CONTROL JOINT s @ Tv[). METAL HEAD FLASHING, FLASHING TO EXTEND I' PASS JAMB OF WINDOW FRAME - REFERENCE ADD FOR TYP. FLASHING CONFIGURATION AND SEQUENCING WINDOW NOTE: THE CASING BEAD SHOULD BE HELD ABOVE THE WINDOW HEAD FLASHING 3/8' ENLARGED ELEVATION - Cement Plaster @ Window CEMENT PLASTER V NOT TO SCALE 67 NOT TO SCALE WINDOW FLASHING PAPER 5/8' EXTERIOR SHEATHING -TAPE ALL JOINTS CASING BEAD SELF- FURRING LATH WRB - LAP OVER FLASHING VERTICAL CONTROL JOINT, SEE NOTE CEMENT PLASTER EMBED CONTROL JOINT ENDS IN SEALANT METAL FLASHING UINDOW CONTROL JOINTS AND /OR :ESSORIES. MAY REQUIRE 4MENT FLANGES FOR PROPER BEAD. ALL ACCESSORIES NEED CREATE A UNIFORM DEPTH OF AND OTHER TRIM. Head NEW BACKER ROD AND SEALANT — EXISTING EIFS CLADDING CUT BACK 25- INCHES FROM VERTICAL CONTROL JOINT IN NEW STUCCO AT TEMPORARY TIE -OFF LOCATION (Repair out edge of EIFS per manufacturer's repair recommendations, but extend new reinforced base coat onto existing gypsum sheathing) NEW EIFS REINFORCING MESH EXTENDS ONTO SHEATHING MIN. 4 - INCHES (Lap WRB onto EIFS reinforcing mesh) 8l D PLAN DETAIL - Temporar SCALE; FULL CEMENT PLASTER SELF - FURRING LATH WRB - LAP OVER FLASHING FLANGE SELF ADHERING FLEXIBLE FLASHING MEMBRANE 8' OVER FLASHING FL ANGE ONTO SHEATHING 5. RTA AOI6EATHIN FRAMING STRUCTURE LEDGER CASING BEAD SEALANT STAINLESS STEAL THROUGH -WALL FLASHING CASING BEAD S: WRB EXTEND 6' UP PAST FLASHING DETAIL - 4'(102 mm) MIN. DEPTH OF CEMENT PLASTER/EIFS PLUS 1/4' (T mm) SLOPE OUTWARD 1/8' (3 mm) MIN. EXTERIOR - GRAPE, Ya' PLYWOOD SIDING TEMPORARY CLADDING A NEW WRB NEW CEMENT PLASTER SYSTEM (STUCCO) — COMPRESSABLE NEOPRENE FOAM TAPE Y4 CLOSED -CELL FOAM BACKER ROD IN V GAP — SECTION 10 NOT TO SCALE 5NT PLASTER - FURRING LATH - LAP OVER FLASHING GE ADHERING FLEXIBLE THING MEMBRANE 8' OVER THING FLANGE ONTO SHEATHING EEE ERIO SHEATHING JOINTS ZING EMBED L- FLASHING -BED IN ANT TO EIFS BASECOAT VG BEAD ANT WSTWALL EAL FLASHING rING EIFS SYSTEM Plaster to EIFS @ T GALV. STEEL 'DOUBLE V' CONTROL JOINT RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT L W I I I I 1 O/�/ I I GEM li I I SELF W WRB I I FLAP J SELI W I FLAT Z FLAT � W 5/8' I I -TAF � •� I I I I I FRAt SS H I I SEAL " W ASI I I I I AL I I O Q iA�'i A 1j3 U THR 2 I "111AAAf Q JJi W j A7 AAt. �9, Z I raA44u7% ;}lA'[A'ASAAI N I I AA::I %tAA��rs. cc I J11 LL um W EXIS J�'A�A AA II <:u AAn I I ::'�tAAAAA�AA�l1 �f I I r'i AAi�f ucu3- I WRB I I u SECTION 10 NOT TO SCALE 5NT PLASTER - FURRING LATH - LAP OVER FLASHING GE ADHERING FLEXIBLE THING MEMBRANE 8' OVER THING FLANGE ONTO SHEATHING EEE ERIO SHEATHING JOINTS ZING EMBED L- FLASHING -BED IN ANT TO EIFS BASECOAT VG BEAD ANT WSTWALL EAL FLASHING rING EIFS SYSTEM Plaster to EIFS @ T GALV. STEEL 'DOUBLE V' CONTROL JOINT RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT L W 1 O/�/ 1= li W ^ ^ 0. O J W Z � W p Z � •� W ■ O Q M 00 U tf 2 O J Q W Z O N cc W LL um W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: CEMENT PLASTER SYSTEM TYPICAL DETAILS SHEET: I A9,0 NEW R49 BAIT INSULATION 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS CEMENT PLASTER SYSTEM 0 -55 HEMMED L- FLASHING BED IN SEALANT TO EIFS BASECOAT -NEW EIFS REINFORCING MESH TO EXTEND MIN 4' ON FACE OF SHEATHING - SEALANT 4 BACKER ROD ADHERED TO EIFS BASE COAT - NEW EIFS FINISH TERMINATES AT OUTER FACE OF NEW CEMENT PLASTER SYSTEM NOTE: REFER TO SPECIFICATIONS SECTIONS 09220 - GRIND OFF EXIST FINISH COAT TO EXPOSE THE EXIST BASE COAT LAYER APPLY NEW FINISH COAT AND BLEND NEW TEXTURE INTO EXIST TEXTURE —� � _ FT,-,,77, 7 7, 77 77,17 77J T. [.I 3'IM1N [ �4�_� I I I 1 1 1 1 1 1 1 1 1 l 1[ I I I[ I PLAN DETAIL - Terminated C Exist EIF O SCALE: FULL SIZE RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT STATE OF WASHINGTON NEW R -19 BATT INSULATION W 1 EXIST EXTERIOR METAL STUDS O ' WALL 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS a WRB NEW R -19 GATT INSULATION W CONTINUOUS AROUND CORDER W/ NO BREAK FOR A MINIMUM OF 12' NEW METAL STUDS O CEMENT PLASTER SYSTEM 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS J NOTE: SELF - FURRING LATH - BEND AROUND CORNER TIGHT AGAINST CORNER SUBSTRATE. EXTEND LATH 24' PAST COWER WRB z I W O CORDER REINFORCEMENT I NOTE: FILL SPACE SOLID W/ � 1 BASE COAT CEMENT PLASTER I CEMENT PLASTER SYSTEM SELF- ADHERING FLEXIBLE FLASHING Q� I OVER STAINLESS STEEL L- FLASHING Q � Nf HEMMED IN SEALANT O EIFS ASECOATT ==j ■ - - - - - - - - NEW EIFS REINFORCING MESH TO EXTEND MIN 4' ON FACE OF SHEATHING ■ CASTING BEAD .� :ADHERED Lw I 4 N PLAN DETAIL - Typical Outside Corner: Studs Wall yp TO EIFS BASE CDAT OEIFS SE W LA Ic SCALE: FULL SIZE I q1t --- _ l Q OMO V 8' - FLASH'G MEMBRANE T NEW EIFS FINISH WRAP AROUND it . ; CORNER AND TERMINATES AT 4.1 < i HEMMED L-FLASHING F I. NOTE: REFER TO SPECIFICATIONS W SECTIONS 09220 1 �, f: I GRIND OFF EXIST FINISH COAT TO EXPOSE THE EXIST BASE COAT NEW R -19 BATT INSULATION 1, 1 I LAYER 5/8' EXTERIOR SHEATHING APPLY NEW FINISH COAT AND NEW TEXTURE INTO EXIST - TAPE ALL JOINTS BLEND TEXTURE CEMENT PLASTER SYSTEM I Y. WRB I Lu NEW EIFS REINFORCING MESH TO I um EXTEND MIN. 4' ON FACE OF I I SHEATHING I„ �..I SS HEMMED L- FLASHING BED IN I � SEALANT TO EIFS BASECOAT I I I SEALANT t BACKER ROD I ADHERED TO EIFS BASE COAT NEW EIFS FINISH TERMINATES AT I I,1 1, l, J, I I OUTER FACE OF NEW CEMENT I PLASTER SYSTEM I NOTE: REFER TO SPECIFICATIONS - L SECTIONS 09220 I PLAN DETAIL - Terminate @ Exist EIFS NEW R -19 BATT INSULATION 8 SCALE: FULL SCALE GRIND OFF EXIST FINISH COAT TO EXPOSE THE EXIST BASE GOAT I 5/8' EXTERIOR SHEATHING LAYER I PROJECT #: 2003124.00 TAPE ALL JOINTS APPLY NEW FINISH COAT AND WRB BLEND NEW TEXTURE INTO EXIST I BID SET TEXTURE .... APPLY SELF- ADHERING FLEXIBLE I ISSUED: August 26, 2005 9 FLASHING OVERWRB - ..- ..••••--- - -- ---- --- - - - - - - - --- --- -- REVISIONS: ........1 SELF- FURRING LATH - 1_T _T T 71 -T, � � l-T -7-1-7- T7� - l �� 7 T-1 BEND a INSIDE CORNER ATTACH , .� , [ TIGHT TO INSIDE CORNER T [ 1 J, J J ,1, I_ I SUBSTRATE. EXTEND MIN. 24' PAST J _ �,, I J J 3'IN J ' 1 1 CORNER DO NOT CUT MEMBRANE �' , C WHEN INSTALLING LATH CEMENT PLASTER SYSTEM 1 l I I 1, I I I I 1 I [ I I I I EXTERIOR DETAILS 1 1 1 1 1 1 l I 1 1 1 1 1 l l l l l l 1 1 1 1 1 1 1 1 1 1 1 SHEET: PLAN DETAIL - Typical Inside Corner: Studs Wall PLAN DETAIL - Expansion Joint @ Adjacent Bldg. n 2 SCALE: FULL SCALE SCALE: FULL 56AI -E A9sl PLAN DTL - r J SCALE: FULL CORN NOTE: BASE FINISH CEMEN SELF-Ft EXIST C — T I ` sition EIF NOTE: REFER TO SPECIFICATIONS SECTIONS 09220 - GRIND OFF EXIST FINISH COAT TO EXPOSE THE EXIST BASE COAT LAYER - APPLY NEW FINISH COAT AND BLEND NEW TEXTURE INTO EXIST TEXTURE EXISTING EIFS SYSTEM SEALANT i BACKER ROD EXTEND REINFORCING MESHING / EIFS BASE COAT MIN 4' DOWN FACE OF SHEATHING STAINLESS STEEL FLASHING. BED IN SEALANT TO BASE COAT EIFS ACRYLIC FINISH COAT ON EPS FOAM FULLY ADHERED TO CEMENT PLASTER BASE COAT W/ EIFS 5A5E COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING SELF - ADHESIVE= FLEXIBLE FLASHING, LAP O/ WRB AND MTL FLASHING w Plaster at framed wall (sim PLAN DTL- OUTSIDE CORNER: F SCALE: FULL WS DTL -TYP AESTHETIC JNT/REVEAL: SCALE: FULL 3 BATT INSULATION PLASTER BASECOAT BRING LATH SECTION DTL - tr `F SOALE. FULL NEW R -19 BATT INSULATION SELF - FURRING LATH EXIST EXTERIOR METAL STUDS WALL CEMENT PLASTER SYSTEM NOTE: SELF- FURRING LATH - BEND AROUND CORNER TIGHT AGAINST CORNER SUBSTRATE. EXTEND LATH 24' PAST COR4ER 5/8' EXTERIOR SHEATHING — CORNER REINFORCEMENT — NOTE: FILL SPACE SOLID W/ BASE COAT CEMENT PLASTER WRB. CONT AROUND CORNER W/ NO BREAK FOR A MIN OF 12' FINISH COAT 5 PLAN DTL - SCALE: FULL !IFS SYSTEM BACKER ROD STEEL FLASHING STEEL FLASHING. BED r TO BASE COAT ENFORCING MESHING / COAT MIN 4' DOWN HEATHING LIC FINISH COAT ON FULLY ADHERED TO ASTER BASE COAT W/ COAT OVER WRB ON 'HIND ON EXISTING ESIVE FLEXIBLE LAP O/ WRB over Plaster at framed wall (sim ® concrete) SIDE 'ERIOR SHEATHING — --- — — — — — — — OAT % , /I' I LL — z' — J: SEALANT AND BACKER ROD EIFS ACRYLIC FINISH COAT ON WRAP NEW REINFORCING MESH EPS FOAM FULLY ADHERED AROUND COMER AND LAP TO CEMENT PLASTER BASE BEHIND NEW SS FLASHING COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING NOTE: REFER TO WRB SPECIFICATIONS SECTION S I 09220 SELF ADHERING FLEXIBLE — — — FLASHING OVER LEG OF STAINLESS STEEL FLASHING GRIND OFF EXIST FINISH COAT 70 EXPOSE THE EXIST STAINLESS STEEL FLASHING — BASE COAT LAYER WITH HEMMED EDGE - BED IN — — — I SEALANT TO FOAM OF APPLY NEW FINISH COAT EXISTING EIFS SYSTEM — — — AND BLEND NEW TEXTURE — —' INTO EXIST TEXTURE C.P. i1 WS DETAIL - NEW SOFFIT SCALE: FULL r INSULATION -TE WALL 7R METAL 4T FACED THING BACKER ROD LATH TER BASECOAT 'DOUBLE V' dT LF- ADHESIVE 4ING L THRU -WALL FLEXIBLE FLASING. VE t BELOW JNT. 3 ABOVE JNT AND LOW JNT. WS DTL -THRU -WALL FLASH'G ASSY @ FOAM O/ C.P. WS DETAIL - TRANSITION EIFS ABOVE C. 8 SCALE: FULL 1'I SCALE: FULL NOTE: REFER TO SPECIFICATIONS SECTIONS 09220 GRIND OFF EXIST FINISH COAT TO EXPOSE THE EXIST BASE COAT LAYER APPLY NEW FINISH COAT AND BLEND NEW TEXTURE INTO EXIST TEXTURE EXISTING EIFS SYSTEM SEALANT A BACKER ROD STAINLESS STEEL FLASHING STAINLESS STEEL FLASHING. BED IN SEALANT TO BASE COAT EXTEND REINFORCING MESHING / EIFS BASE COAT MIN 4' DOWN FACE OF SHEATHING CEMENT PLASTER SYSTEM SELF- ADHESIVE FLEXIBLE FLASHING, LAP O/ WRB WRB EXISTING EXTERIOR METAL STUD WALL NEW R -19 BATT INSULATION 5/8' EXTERIOR SHEATHING WRB SELF - FURRING LATH CEMENT PLASTER BASECOAT SAFF EIFS ACRYLIC FINISH COAT ON EPS FOAM FULLY ADHERED TO CEMENT PLASTER BASE COAT W/ EIFS BASE COAT RICE ARCHITECTURE &PLANNING M ILL' 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT MIC L M STATE OF WASHINGTON W O�/ li a L/�u 0. O Lu J W C V 4-0 Z •� Q L H J � � � ■ •16. C I ■ � do c ql�t- O u CID 2 O I— J a W Z � O�/� �L /11 i= W U. um W 1 PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: EXTERIOR DETAILS SHEET: A9.2 � J �a 3 w m� w NEW 5/8' T o/ NEW VAf RETARDER NEW R -19 E MTL. 'J' BE. SEALANT U ROD, TYR n EXISTING EXTERIOR SECTION DE SCALE: 3 " =1' -O" EXISTING EXTERIOR MTL. STUD WALL Soff maim — SELF ADHERING FLEXIBLE FLASHING TO LAP OVER FLANGE OF STAINLESS STEEL FLASHING — CUSTOM 2 -PIECE STAINLESS STEEL THROUGH WALL FLASHING — SEALANT AND BACKER ROD — EIFS ACRYLIC FINISH COAT OVER EPS FOAM FULLY ADHERED To CEMENT PLASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING TERIOR IING - TAPE ALL JOINTS -AP OVER EXPANSION 4G 'PLASTER SYSTEM SS STEEL THROUGH -WALL G/EXPANSION ASSEMBLY PLASTER SYSTEM EXISTING WD. BLOCKING. VERIFY - EXISTMG CONFIGURATION 4 CONDITIONS. REPORT FIELD CONDITIONS TO ARCHITECT PRIOR TO INSTALLATION `" OF NEW MATERIALS EXISTM ROOF MEMB ANr- NOTE: REMOVE EXISTING MTL. FLASHING CAP 4 INSPECT CCINATION OF ROOF MEMBRANE. FIELD VERIFY THAT MEMBRANE EXTENDS O/ HE TOP 4 DOWN THE PARAPET AS SHO REPORT EXISTING CONDITIONS TO ARCHITECT EXISTING PLYWD. SHEAT ' NEW R -19 BATT INSULATION 4 CEMEN SCALE: 3 " =1' -O' NEW VINYL BASE EXISTING CONCRE SLAB EXISTING EXTERIOR MTL. STUD WALL STANDING SEAM CAP BEYOND - -- CONTINUOUS FLASHING W/ HEMMED -- EDGE W/ CONTINUOUS GALV. MTL. CLEAT - PAINT CAP TO MATCH I EXISTING A. �n / SILICONE SEALANT W/ BACKER ROD EA. SIDE, TYP. 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS a� WRB - / RUN UP 4 OVER PARAPET WALL 4 DOWN THE BACKSIDE CEMENT PLASTER SYSTEM i i - ParaDet EXISTING EXTERIOR MTL. STUD WALL SECTION DETAIL - C.J. @ Conc Wall and Stud Wall t/ CEMENT P J SCALE: 3 " =1' -0" ` V SCALE: 3" =r-ov Termination 1ENT PLASTER SYSTEM EXISTING EIFS 5/8' SYSTEM TO REMAIN (GRIND FINISH COAT - INSTALL REINFORCING MESH TO LAP BEHIND JOINT - REPLACE FINISH COAT TO BLEND WITH EXISTING) STAINLESS STEEL FLASHING WITH HEMMED EDGE - BED IN SEALANT TO EIFS FOAM SELF ADHERING FLEXIBLE FLASHING - LAP OVER STAINLESS STEEL FLASHING AND WRAP COMER CEMENT PLASTER SYSTEM OVER WRB ON NEW SHEATHING ON EXISTING FRAMING WS DETAIL - EIFS to C 50ALE: 5 - *'-0' I I 0/�/ I I ' - ASH' M RAN ^Y^. 1..1. NEW R -19 BATT �. uj I Ya :z ia LL J co I I I I / � li INSULATION O j � h � WRB - W / LAP OVER HEAD FLASHING NEW R -30 BATT I I SECTION DE SCALE: 3 " =1' -O" EXISTING EXTERIOR MTL. STUD WALL Soff maim — SELF ADHERING FLEXIBLE FLASHING TO LAP OVER FLANGE OF STAINLESS STEEL FLASHING — CUSTOM 2 -PIECE STAINLESS STEEL THROUGH WALL FLASHING — SEALANT AND BACKER ROD — EIFS ACRYLIC FINISH COAT OVER EPS FOAM FULLY ADHERED To CEMENT PLASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING TERIOR IING - TAPE ALL JOINTS -AP OVER EXPANSION 4G 'PLASTER SYSTEM SS STEEL THROUGH -WALL G/EXPANSION ASSEMBLY PLASTER SYSTEM EXISTING WD. BLOCKING. VERIFY - EXISTMG CONFIGURATION 4 CONDITIONS. REPORT FIELD CONDITIONS TO ARCHITECT PRIOR TO INSTALLATION `" OF NEW MATERIALS EXISTM ROOF MEMB ANr- NOTE: REMOVE EXISTING MTL. FLASHING CAP 4 INSPECT CCINATION OF ROOF MEMBRANE. FIELD VERIFY THAT MEMBRANE EXTENDS O/ HE TOP 4 DOWN THE PARAPET AS SHO REPORT EXISTING CONDITIONS TO ARCHITECT EXISTING PLYWD. SHEAT ' NEW R -19 BATT INSULATION 4 CEMEN SCALE: 3 " =1' -O' NEW VINYL BASE EXISTING CONCRE SLAB EXISTING EXTERIOR MTL. STUD WALL STANDING SEAM CAP BEYOND - -- CONTINUOUS FLASHING W/ HEMMED -- EDGE W/ CONTINUOUS GALV. MTL. CLEAT - PAINT CAP TO MATCH I EXISTING A. �n / SILICONE SEALANT W/ BACKER ROD EA. SIDE, TYP. 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS a� WRB - / RUN UP 4 OVER PARAPET WALL 4 DOWN THE BACKSIDE CEMENT PLASTER SYSTEM i i - ParaDet EXISTING EXTERIOR MTL. STUD WALL SECTION DETAIL - C.J. @ Conc Wall and Stud Wall t/ CEMENT P J SCALE: 3 " =1' -0" ` V SCALE: 3" =r-ov Termination 1ENT PLASTER SYSTEM EXISTING EIFS 5/8' SYSTEM TO REMAIN (GRIND FINISH COAT - INSTALL REINFORCING MESH TO LAP BEHIND JOINT - REPLACE FINISH COAT TO BLEND WITH EXISTING) STAINLESS STEEL FLASHING WITH HEMMED EDGE - BED IN SEALANT TO EIFS FOAM SELF ADHERING FLEXIBLE FLASHING - LAP OVER STAINLESS STEEL FLASHING AND WRAP COMER CEMENT PLASTER SYSTEM OVER WRB ON NEW SHEATHING ON EXISTING FRAMING WS DETAIL - EIFS to C 50ALE: 5 - *'-0' EXISTING EIFS V2 SYSTEM TO REMAIN (GRIND FINISH COAT - INSTALL REINFORCING MESH TO LAP BEHIND JOINT TO FACE OF SHEATHING - REPLACE FINISH COAT TO BLEND WITH EXISTING) STAINLESS STEEL FLASHING WITH HEMMED EDGE - BED IN SEALANT TO EIFS FOAM SELF ADHERING FLEXIBLE FLASHING - LAP OVER STAINLESS STEEL FLASHING EIFS ACRYLIC FINISH COAT ON EPS FOAM FULLY ADHEF CEMENT PLASTER SYSTEM BASE COAT W/ EIFS BASE 0 OVER WRB ON NEW SHEATHING ON EXISTING FRAMING WS DETAIL - EIFS to Foam on SCALE: 5"=I'-O' NEW 5/8' TYPE 'X' - GWB o/ NEW VAPOR BARRIER 3 NEW VINYL BASE AL CASING W/ WEEP HOLES EXISTING CONCRETE SLAB FINISH GRADE CEMENT PLASTER - EXISTING EXTERIOR MIL. STUD WALL M @ soffit i Ir CEMENT PLASTER SYSTEM WRB APPLY V WIDE STRIP OF SELF ADHERING MEMBRANE OVER FLASHING - SEAL TO FACE OF SHEATHING METAL CASING W/ WEEP HOLES CONTINUOUS STAINLESS I STEEL FLASHING W/ HEMMED I i ' EDGE —r - SILICONE SEALANT W/ BACKER ROD EA. SIDE, TYP. sidewalk EXISTING EXTERIOR MTL. STUD WALL 0/�/ 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS k ,;:. ^Y^. 1..1. NEW R -19 BATT �. uj / � li INSULATION O j EXISTING EIFS V2 SYSTEM TO REMAIN (GRIND FINISH COAT - INSTALL REINFORCING MESH TO LAP BEHIND JOINT TO FACE OF SHEATHING - REPLACE FINISH COAT TO BLEND WITH EXISTING) STAINLESS STEEL FLASHING WITH HEMMED EDGE - BED IN SEALANT TO EIFS FOAM SELF ADHERING FLEXIBLE FLASHING - LAP OVER STAINLESS STEEL FLASHING EIFS ACRYLIC FINISH COAT ON EPS FOAM FULLY ADHEF CEMENT PLASTER SYSTEM BASE COAT W/ EIFS BASE 0 OVER WRB ON NEW SHEATHING ON EXISTING FRAMING WS DETAIL - EIFS to Foam on SCALE: 5"=I'-O' NEW 5/8' TYPE 'X' - GWB o/ NEW VAPOR BARRIER 3 NEW VINYL BASE AL CASING W/ WEEP HOLES EXISTING CONCRETE SLAB FINISH GRADE CEMENT PLASTER - EXISTING EXTERIOR MIL. STUD WALL M @ soffit i Ir CEMENT PLASTER SYSTEM WRB APPLY V WIDE STRIP OF SELF ADHERING MEMBRANE OVER FLASHING - SEAL TO FACE OF SHEATHING METAL CASING W/ WEEP HOLES CONTINUOUS STAINLESS I STEEL FLASHING W/ HEMMED I i ' EDGE —r - SILICONE SEALANT W/ BACKER ROD EA. SIDE, TYP. sidewalk EXISTING EXTERIOR MTL. STUD WALL E N aJ s WIRE, CEMENT PLASTER SYSTEM w/ 30 RIB LATH INSTALL DIRECTLY AGAINST SOFFIT FRAMING • 24' O.C. NOTE: FRAMING JOIST SPACED 24' REQUIRES 3/8' RIB LATH PERPENDICULAR TO JOINTS. LATH RIBS SHALL BE NESTED APPLY SELF ADHERING MEMBRANE WRAP 10) SCALE: 3 ° =1'-O" NEW R -19 BATT INSULATION NEW R -30 BATT INSULATION a a N EIFS ACRYLIC FINISH COAT OVER EF'S FOAM FULLY ADHERED TO CEMENT PLASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING APPLY SELF ADHERING MEMBRANE WRAP SCALE: 3 " =1 ' b" NEW 5/8' TYPE 'X' GWB o/ NEW VAPC BARRIER NEW VINYL BASE EXISTING CONCRE SLAB APPLY 8' WIDE STRIP OF SELF ADHERING MEMBRANE OVER HEAD , FLASHING - SEAL TO FACE OF i I �� SHEATHING I� I DRIP W/ WEEP HOLES - New Soffit @ Wall EXISTING EXTERIOR l MTL. STUD WALL -� 5/8' EXTERIOR SHEATHING TAPE ALL JOINTS WIRE, i / CEMENT PLASTER SYSTEM I APPLY 8' WIDE STRIP OF SELF ADHERING MEMBRANE OVER HEAD FLASHING - SEAL TO FACE OF SHEATHING II ' I DRIP W/ WEEP HOLES - New Soffit @ Wall (foam o EXISTING EXTERIOR MTL. STUD WALL FOAM ON CEMENT PLASTER - T 1061 SCALE: 511=11-011 2YLIC FINISH COAT OVER i FOAM FULLY ADHERED W/ i BASE COAT TO CEMENT 18TER BASE COAT OVER 3 ON NEW SHEATHING ON STING FRAMING 'LY e' WIDE STRIP OF SELF IERING MEMBRANE OVER SHIN% - SEAL TO FACE OF ATHING AL CASING W/ WEEP HOLES ITINUCUS STAINLESS EL FLASHING W/ HEMMED iE CONE SEALANT W/ BACKER > EA. SIDE, TYP. on at Sidewalk RICE ARCHITECTURE MU 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT LA W 0/�/ 5/8' EXTERIOR SHEATHING - TAPE ALL JOINTS ^Y^. 1..1. NEW R -19 BATT uj / � li INSULATION O j WRB - W LAP OVER HEAD FLASHING NEW R -30 BATT 0 [W V INSULATION Z � / I CEMENT PLASTER SYSTEM E N aJ s WIRE, CEMENT PLASTER SYSTEM w/ 30 RIB LATH INSTALL DIRECTLY AGAINST SOFFIT FRAMING • 24' O.C. NOTE: FRAMING JOIST SPACED 24' REQUIRES 3/8' RIB LATH PERPENDICULAR TO JOINTS. LATH RIBS SHALL BE NESTED APPLY SELF ADHERING MEMBRANE WRAP 10) SCALE: 3 ° =1'-O" NEW R -19 BATT INSULATION NEW R -30 BATT INSULATION a a N EIFS ACRYLIC FINISH COAT OVER EF'S FOAM FULLY ADHERED TO CEMENT PLASTER BASE COAT W/ EIFS BASE COAT OVER WRB ON NEW SHEATHING ON EXISTING FRAMING APPLY SELF ADHERING MEMBRANE WRAP SCALE: 3 " =1 ' b" NEW 5/8' TYPE 'X' GWB o/ NEW VAPC BARRIER NEW VINYL BASE EXISTING CONCRE SLAB APPLY 8' WIDE STRIP OF SELF ADHERING MEMBRANE OVER HEAD , FLASHING - SEAL TO FACE OF i I �� SHEATHING I� I DRIP W/ WEEP HOLES - New Soffit @ Wall EXISTING EXTERIOR l MTL. STUD WALL -� 5/8' EXTERIOR SHEATHING TAPE ALL JOINTS WIRE, i / CEMENT PLASTER SYSTEM I APPLY 8' WIDE STRIP OF SELF ADHERING MEMBRANE OVER HEAD FLASHING - SEAL TO FACE OF SHEATHING II ' I DRIP W/ WEEP HOLES - New Soffit @ Wall (foam o EXISTING EXTERIOR MTL. STUD WALL FOAM ON CEMENT PLASTER - T 1061 SCALE: 511=11-011 2YLIC FINISH COAT OVER i FOAM FULLY ADHERED W/ i BASE COAT TO CEMENT 18TER BASE COAT OVER 3 ON NEW SHEATHING ON STING FRAMING 'LY e' WIDE STRIP OF SELF IERING MEMBRANE OVER SHIN% - SEAL TO FACE OF ATHING AL CASING W/ WEEP HOLES ITINUCUS STAINLESS EL FLASHING W/ HEMMED iE CONE SEALANT W/ BACKER > EA. SIDE, TYP. on at Sidewalk RICE ARCHITECTURE MU 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT LA W 0/�/ ^Y^. 1..1. uj / � li O j W Z 0 [W V � Z � •� W ■ 4A 30 Q M U 00 V. _ 0 J a a uj 2 Z O v/�) cc W LL LL W PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: EXTERIOR DETAILS SHEET: A9,3 REMOVE/RE- INSTALL EXISTING MTL. COPING - CAP, SEE ROOF NOTES ON SHEET A4.1 4 A41, RE- INSTALL AFTER INSPECTION 4 CONSTRUCTION OF NEW EXTERIOR CEMENT PLASTER SYSTEM PROVIDE 4 INSTALL NEW 3' FPS FOAM FURRING - PROVIDE COMPATABLE SEALANT AT ALL JOINTS BETWEEN STRIPS EXISTING ROOF MEMBRANE. NOTE: - REMOVE EXISTING MTL. COPING CAP, SEE ROOF NOTES ON SHEET A41 INSPECT CONDITION OF ROOF MEMBRANE. FIELD VERIFY THAT MEMBRANE EXTENDS 0/ THE TOP 4 DOWN THE PARAPET AS SHOWN. DETACH MEMBRANE OVER WOOD CAP 4 CUT WOOD CAP FLUSH W/ NEW CEMENT PLASTER SYSTEM. REPORT EXISTING CONDITIONS TO ARCHITECT PRIOR TO CONSTRUCTION EXISTING GYPSUM SHEATH'G NOTE: SEE DETAIL 2 /AI0.1 FOR ADDITIONAL NOTES 4 DIMENSIONS IN COMMON. ,(-,-�E XISTING PAPAPET DETAIL SGALE:3 " =I'-O" RE- INSTALL EXISTING MTL. COPING CAP, SEE ROOF PLAN NOTES ON SHEET A41. REUSE EXISTING COPING HOLES - USE MO FASTENERS (13/4' PENETRATION) PROVIDE ADD'L SCREW a MID- - POINTS. �- LL F r SILICONE SEALANT W/ BACKER ROD EA. SIDE, TYP. PROVIDE 4 INSTALL NEW 3' EPS FOAM FURRING - PROVIDE COMPATABLE SEALANT AT ALL JOINTS BETWEEN STRIPS REMOVE EXISTING CAP FLASHING 4 CLEAT. SEE ROOF DEMO. NOTES EXISTING ROOF MEMBRANE. NOTE: REMOVE EXISTING MEMBRANE SEE DETAIL 3 /AIO.1 FOR EXTENTS 4 NOTES REMOVE EXISTING WD. CAP ® WALLS WHERE PARAPET IS EXTENDED. NEW ROOF MEMBRANE. EXTEND NEW MEMBRANE OVER 4 DOWN WOOD CAP AS REQ'D BY ROOF MANN. EXISTING GYPSUM SHEATH'G NEW CONT., GALV. METAL CLEAT. FASTEN s 12' O.C. LOW 4 TIGHT. FASTEN W/ HOT- DIPPED GALV. BARB OR RING SHANK NAILS. CLEATS V OR MORE IN HEIGHT ADD ADD'L FASTENERS- STAGGER RE- INSTALL EXISTING MTL. COPING CAP, SEE ROOF PLAN NOTES ON SHEET A42. FUSE EXISTING COPING HOLES - USE 10 FASTENERS (13/4' PENETRATION) PROVIDE ADD'L SCREW ® MID- POINTS. z � s Lul SILICONE SEALANT W/ BACKER ROD EA. SIDE, TYP. PROVIDE 4 INSTALL NEW 3' EPS FOAM FURRING - _ PROVIDE COMPATABLE SEALANT AT ALL JOINTS BETWEEN STRIPS REMOVE EXISTING CAP - FLASHING 4 CLEAT. SEE ROOF DEMO. NOTES EXISTING ROOF MEMBRANE. NOTE: REMOVE EXISTING MEMBRANE SEE DETAIL 31AI0.1 FOR EXTENTS 4 NOTES REMOVE EXISTING WD. CAP • WALLS WHERE PARAPET IS EXTENDED. NEW ROOF MEMBRANE. EXTEND NEW MEMBRANE OVER 4 DOWN WOOD CAP AS REQ'D BY ROOF MANUF. EXISTING CONCRETE WALL n• EXIST. CONC. WALL tl0' (FIELD VERIFY WIDTH) PAPAPET EXTENSION DETAIL SCALE: 3' =I' -O" NEW CONT, GALV. METAL CLEAT. FASTEN a 12' O.C. LOW 4 TIGHT. FASTEN W/ HOT- DIPPED GALV. BARB OR RING SHANK NAILS. I' CLEATS V OR MORE IN HEIGHT ADD ADD'L .I: FASTENERS- STAGGER NEW CEMENT PLASTER SYSTEM o/ EXISTING ' CONC. WALL 1 EX MTL. STUDS PARAPET EXTENSION DETAIL SCALE: 3"=I'-O" EXISTING ROOF MEMBRANE NOTE: SLICE/IREMOVE (SHOWN DASHED) EXISTING ROOF ® ROOF/PARAPET INTERSECTION ONLY WHERE PARAPET WALLS ARE TO BE EXTENDED IN HEIGHT NEW ROOF MEMBRANE WHEN PARAPET WALLS ARE EXTENDE� IN HEIGHT. SEE DETAIL 2/A4.1 FOR CONTINUATION OF PARAPET WALL 6', PER ROOF MANUF. I SEALANT AS REQ'D BY ROOF MANUF, EXISTING ROOF MEMBRANE 0/ RIGID INSULATION O/ METAL DECK I. EXISTING INSUL. If r NEW FIRESAFING / INSULATION, TYP. NEW BATT INSULATION, SEE FLOOR PLANS 4 WALL SECTIONS FOR EXTENTS NOTE: SEE DETAIL 2 /AIO.I FOR ADDITIONAL NOTES 4 DIMENSIONS IN COMMON. 1� PARAPET TO ROOF DETA J SCALE: 3 " =1'-O" c� ROOF TO WALL FLASHING @ CE NO SCALE NOT USED NO SCALE STER 3', MIN. REMOVE EXISTING STORM COLLAR NEW TEMPERATURE APPROPRIATE ELASTOMERIC SEALANT NEW STOR'9 COLLAR, SEE 4/AIO3 NEW S.S. DRAWBAND 4 CLAMP REMOVE EXISTING MEMBRANE FLASHING 4 FOAM IN PLACE INSULATION AS REQ'D NEW HYPALON ROOF MEMBRANE FLASHING PER MANUF. REQM`1TS. EXISTING HYPALON ROOF 7 MEMBRANE / ATTACH ROOF MEMBRANE TO EXIST'G HYPALON ROOF MEMBRANE PER MANN. REQM'4T5., TYP. EXISTING ROOF DECK EXISTING F.T. NAILER EXISTING BOILER STACK FIELD VERIFY SITE FLASHING SHALL EXTEND A MINIMUM V (50w) HIGH WHENEVER POSSIBLE AND MUST BE ABOVE ROOF FLOOD LEVEL. BOILER VENT STACK NO 50ALE COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING REGISTERED zoo Q O 1 / x I I W^ 20 G/j 37v/7S �2 /2 a� \i>, m` 000 / 6 11 -2,1 1 "has OL944 "> € a 7F ~ a I M I I "u Z or CEMENT PLASTER LL w a N cW V ort co.��aate Z SYSTEM o/ NEW WEATHER p ap�r rJS O /y t� �a ✓� P vs ,,47- J / �cr�T/Nb 4o.VeA7-;EF. RESISTIVE BARRIER o/ a (n ■ L i NEW GYPSUM SHEATHING DM W NEW TEMPERATURE APPROPRIATE N � x - ELASTOMERIC SEALANT g f3ifiq 1� La M 00 V t: i is Ei(PIRF51/22/ 'PpApi-�-r a(TFti75ro/�J a W 2 E n• EXIST. CONC. WALL tl0' (FIELD VERIFY WIDTH) PAPAPET EXTENSION DETAIL SCALE: 3' =I' -O" NEW CONT, GALV. METAL CLEAT. FASTEN a 12' O.C. LOW 4 TIGHT. FASTEN W/ HOT- DIPPED GALV. BARB OR RING SHANK NAILS. I' CLEATS V OR MORE IN HEIGHT ADD ADD'L .I: FASTENERS- STAGGER NEW CEMENT PLASTER SYSTEM o/ EXISTING ' CONC. WALL 1 EX MTL. STUDS PARAPET EXTENSION DETAIL SCALE: 3"=I'-O" EXISTING ROOF MEMBRANE NOTE: SLICE/IREMOVE (SHOWN DASHED) EXISTING ROOF ® ROOF/PARAPET INTERSECTION ONLY WHERE PARAPET WALLS ARE TO BE EXTENDED IN HEIGHT NEW ROOF MEMBRANE WHEN PARAPET WALLS ARE EXTENDE� IN HEIGHT. SEE DETAIL 2/A4.1 FOR CONTINUATION OF PARAPET WALL 6', PER ROOF MANUF. I SEALANT AS REQ'D BY ROOF MANUF, EXISTING ROOF MEMBRANE 0/ RIGID INSULATION O/ METAL DECK I. EXISTING INSUL. If r NEW FIRESAFING / INSULATION, TYP. NEW BATT INSULATION, SEE FLOOR PLANS 4 WALL SECTIONS FOR EXTENTS NOTE: SEE DETAIL 2 /AIO.I FOR ADDITIONAL NOTES 4 DIMENSIONS IN COMMON. 1� PARAPET TO ROOF DETA J SCALE: 3 " =1'-O" c� ROOF TO WALL FLASHING @ CE NO SCALE NOT USED NO SCALE STER 3', MIN. REMOVE EXISTING STORM COLLAR NEW TEMPERATURE APPROPRIATE ELASTOMERIC SEALANT NEW STOR'9 COLLAR, SEE 4/AIO3 NEW S.S. DRAWBAND 4 CLAMP REMOVE EXISTING MEMBRANE FLASHING 4 FOAM IN PLACE INSULATION AS REQ'D NEW HYPALON ROOF MEMBRANE FLASHING PER MANUF. REQM`1TS. EXISTING HYPALON ROOF 7 MEMBRANE / ATTACH ROOF MEMBRANE TO EXIST'G HYPALON ROOF MEMBRANE PER MANN. REQM'4T5., TYP. EXISTING ROOF DECK EXISTING F.T. NAILER EXISTING BOILER STACK FIELD VERIFY SITE FLASHING SHALL EXTEND A MINIMUM V (50w) HIGH WHENEVER POSSIBLE AND MUST BE ABOVE ROOF FLOOD LEVEL. BOILER VENT STACK NO 50ALE COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING REGISTERED 07 / .fiiD Ta 7944.t T� S O 1 £ I x I I W^ 20 G/j 37v/7S �2 /2 a� (`ao Sr37 -33 orz g.,urv.) 6 11 -2,1 1 "has OL944 "> € a a<5 a;m. I M I I 7rtAce. ro �r �.rrcpn6T ca�N r Z or ar.t NW .sl�r/}:rsruv<% @ /e"�ac E.4 %+7t7b�, srsIL6G,zF�, cW V ort co.��aate Z p ap�r rJS O /y t� �a ✓� P vs ,,47- �cr�T/Nb 4o.VeA7-;EF. E;" 9.r- J (n ■ L ¢.loR DM W ■ •L N � x W (/1 g f3ifiq 1� Q M 00 V t: i is Ei(PIRF51/22/ 'PpApi-�-r a(TFti75ro/�J a W 2 Z Oesl ad gr Dami oo-Y ProlettNo. 60y0Y3`l'0I Client IR"[ rrR(, ,Al,"59- Checked Br.. TRL-- Sheet of 413 PINE STREET - SURE 300 - SEAT IE, WA 961o1 • P. 2061343 -0460' P. 206/3434691 PARAPET EXTENSION - NO SCALE RUCT. 5 Sik?wr £'l6d$v'kAlKR ""w ff4 `friv Wd X Rf.41 0 flXi 3.Es. FLAT EV, 1s ,aiu -�3 si€££, ?6£1R6' 9'4'STni&v ?£L;::: nL5'y +s,E. §Y.Nw-v'`, v swu-v't i<44 IIAPAK€ «re s.,: .b. PS3..sv,k s $74: is @4?'..'•+..,£` t1 I£i SHEET LAY( NO SCALE NOTES ' ERIMETER SHEET REFER TO NOTE 2) SEAM OVERLAP AREA (REFER TO NOTE 3) .. =RS AND PLATES (REFER TO NOTE 4) 1. FIELD SHEET WIDTH - 76%"(1.94m) TYPICAL. REFER TO CHART 2 IN THE STEVENS TECHNICAL MANUAL FOR SEAM FASTENING REQUIREMENTS. 2. PERIMETER SHEET WIDTH - 38'1." (0.97m) OR 52%'(1-33m) TYPICAL, REFER TO CHART 2 AND STEVENS GUIDE SPECIFICATIONS IN THE STEVENS TECHNICAL MANUAL FOR SEAM FASTENING REQUIREMENTS AND APPLICABILITY. 3. SEAM OVERLAP WIDTH IS 4Ys" (114mm) OR 5%" (140mm) DEPENDING ON SEAM PLATE /FASTENER COMBINATION USED. REFER TO STEVENS DETAIL DRAWING SR -600, SR -623 AND SR -623A. 4. REFER TO THE STEVENS TECHNICAL MANUAL FOR FASTENER DESCRIPTIONS AND OTHER INFORMATION. ;� OUTSIDE CORNER PERIMETER 1 V NO SCALE SEAM OVERLAP (REFER TO NOT[ PERIMETER SHE (REFER TO NOT[ NOTES (REFER TO NOTE 2) 1. FIELD SHEET WIDTH - 76'x" (1.94m) TYPICAL. REFER TO CHART 2 IN THE STEVENS TECHNICAL MANUAL FOR SEAM FASTENING REQUIREMENTS. 2. PERIMETER SHEET WIDTH - 38Y.' (0.97m) OR 52'1:" (1.33m) TYPICAL, REFER TO CHART 2 AND STEVENS GUIDE SPECIFICATIONS IN THE STEVENS TECHNICAL MANUAL FOR SEAM FASTENING REQUIREMENTS AND APPLICABILITY. 3. SEAM OVERLAP WIDTH IS 4'/:' (114mm) OR 554' (140mm) DEPENDING ON SEAM PLATE/FASTENER COMBINATION USED. REFER TO STEVENS DETAIL DRAWING SR-600, SR-M AND SR-623A. 4. REFER TO THE STEVENS TECHNICAL MANUAL FOR FASTENER DESCRIPTIONS AND OTHER INFORMATION. INSIDE CORNE NO SCALE EXISTING ROOF DECK INSULATION TO REMAIN URE FRAME REPAIR L Is�;•�g� £4�?�T`• 2JL.r° � �L T"I�`r: L?N T3,7�;..�'I �Ia'"a 44_�§':IW �T=i�.;�.a�1�� FIELD FASTE NO SCALE R I C fffffUS ARCHITECTURE &PLANNING MILDER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED 07 ARCHITECT O 1 £ I T W^ 6 11 -2,1 1 "has OL944 "> € a a<5 a;m. I Y URE FRAME REPAIR L Is�;•�g� £4�?�T`• 2JL.r° � �L T"I�`r: L?N T3,7�;..�'I �Ia'"a 44_�§':IW �T=i�.;�.a�1�� FIELD FASTE NO SCALE R I C fffffUS ARCHITECTURE &PLANNING MILDER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED 07 ARCHITECT L_J W O W^ O J uu Z p cW V 4-J Z •� J (n ■ DM W ■ •L W (/1 O Q M 00 V t: i O 0. a W 2 Z O Y. W U. U. W PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: SHEET: PAIRS EX. PLUMBING VENT STACK INSTALL NEW SEALANT IINSTALL NEW DRAWBAND �, •., � . �' III ,I �; INSTALL NEW FLASHING MEMBRANE NEW SEALANT (IF REQUIRED BY THE SPECIFIC SYSTEM) EX HYPALON ROOF MEMBRANE —_7 EX. INSULATION EX. ROOF DECK PLUM 1 NO SCALE HOT -AIR WELD PER - MANUF. REQ'MTS, TYP. C EXIST'G HYPALON ^T ROOF MEMBRANE NOTES, 1 REMOVE DRAIN STRAINERS EXPOSED ROOF DRAIN CHECK WATER CUT -OFF MASTIC INTEGRITY @ MEMBRANE -TO -DRAIN BOWL FLANGE INTERFACE. 2. CAREFULLY REMOVE CLAPPING RING & RENEW WATER CUT -OFF MASTIC SEALANT AS NECESSARY TO RENDER ALL ROOF DRAINS WATERTIGHT. REFERENCE NRCA TS -225. 3. RESETUP DRAIN CLAMPING RING & CAREFULLY TORQUE ALL BOLTS SNUG ACCORDING TO MANUR REQUIREMENTS EX. PLUMBING VENT STACK INSTALL NEW SEALANT EX. DRAIN STRAINER INSTALL NEW DRAWBAND CLAMPING RING — EX. HYPALON ROOF MEMBRANE— SEALANT (IF REQUIRED BY THE SPECIFIC SYSTEM) NEW FLASHING MEMBRANE EX. INSULATION / EX. ROOF DECK I EXIST'G HYPALON ^T ROOF MEMBRANE NOTES, 1 REMOVE DRAIN STRAINERS EXPOSED ROOF DRAIN CHECK WATER CUT -OFF MASTIC INTEGRITY @ MEMBRANE -TO -DRAIN BOWL FLANGE INTERFACE. 2. CAREFULLY REMOVE CLAPPING RING & RENEW WATER CUT -OFF MASTIC SEALANT AS NECESSARY TO RENDER ALL ROOF DRAINS WATERTIGHT. REFERENCE NRCA TS -225. 3. RESETUP DRAIN CLAMPING RING & CAREFULLY TORQUE ALL BOLTS SNUG ACCORDING TO MANUR REQUIREMENTS EX. PLUMBING VENT STACK INSTALL NEW SEALANT EX. DRAIN STRAINER INSTALL NEW DRAWBAND CLAMPING RING — EX. HYPALON ROOF MEMBRANE— SEALANT (IF REQUIRED BY THE SPECIFIC SYSTEM) NEW FLASHING MEMBRANE EXISTING EXHAUST STACK, FIELD VERIFY SIZE 1', MIN. CLEAR, FIELD VERIFY NOTES: I. FLASHING SHALL EXTEND A MINIMUM OF 6' HIGH WHERE POSSIBLE. 2. ATTACH ANGLE TO F.T. WOOD NAILER W/ GALV. LAG BOLTS ISOLATED STAC L J NO SCALE EX. ROOF DRAIN INSPE NO SCALE ALL- PURP06E SEALANT TERMINATION BAR FASTENED 6" (150mm) O.C. WITH STEVENS FASTENER 1/4" ((omm) GAP BETWEEN SECTIONS, BENT TO END OF WALL PANEL CONTOUR AND FASTENED WITHIN 2" (50mm) OF EACH END, EXISTINGMEW ROOF MEMBRANE EXISTING HYPALON ROOF MEMBRANE I EXISTING INSULATION • FLASHING SHALL EXTEND A MINIMUM 6' HIGH WHENEVER POSSIBLE AND MUST BE ABOVE ROOF FLOOD LEVEL. SPANNING OF VERTICAL WALL PANEL JOINTS (I.E. TILT -UP WALLS) WITH THE TERMINATION BAR IS NOT ACCEPTABLE. BAR MUST BE BROKEN WITH NO GREATER THAN 1/4" (6mm) GAP, BENT TO END OF WALL PANEL CONTOUR AND FASTENED WITHIN 2" (50mm) OF EACH END. TERMINATION BAR STAINLESS STEEL CLAMP (TOP AND BOTTOM) 0.055" (1.4mm) UNSUPPORTED MEMBRANE — BONDING ADHESIVE APPLY BEAD OF ALL - PURPOSE SEALANT BEHIND TOP EDGE OF MEMBRANE FLASHING AND AT MEMBRANE TO ANGLE JUNCTURE STAINLESS — STEEL CLAMPS 0.055" (1.4mm) — UNSUPPORTED MEMBRANE FULLYP TO I -BEAM WITH BONDING ADHESIVE 5 EXISTIN NO SCALE NOT NO SCALE NO SCALE ED TREATED WOOD BLOCKING HOT -AIR WELDED TO DECK MEMBRANE INSIDE & OUTSIDE J CORNERS MUST BE COMPLETED WITH AN ADDITIONAL PIECE OF STEVENS 0 055" (1.4mm) UNSUPPORTED MEMBRANE ' FLASHING SHALL BE A MINIMUM 6" 150mm) HIGH WHENEVER POSSIBLE AND MUST BE ABOVE ROOF FLOOD LEV L • REFER TO CHART 5 - STEVENS INSULATION LIST AND FASTENING RATES • SIZE BLOCKING TO FIT ANGLE - BEVEL TOP SURFACE OF BLOCKING ( +/- 25 DEGREES) TO SHED WATER. COAT TOP OF BLOCKING WITH ALL - PURPOSE SEALANT • INSULATION & MEMBRANE MUST BE CUT TIGHTLY AROUND PROTRUSION. i \ _ w Z.T �.. E gtn- NZ LL o . ADJUSTS VERTICALLY AND HORIZONTALLY SEE DETAIL TS -10 FOR CURB CONSTRUCTION SET BOLTS IN SEALANT NOTES. 1. NRCA SUGGESTS PIPES AND CONDUITS NOT BE PLACED ON ROOFS. HOWEVER, WHERE THEY ARE NECESSARY, A PIPE ROLLER SUPPORT IS RECOMMENDED 2. THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES PIPE ROLLER SUPPORT NO SCALE NOT USED SCALE: 3 " =I'-O" RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 0610,, in III mn �O�/ I..V W 0. O mi W W 0 O Z LLI ■ � cOn L/ co I- V t� `Z O 1 J Q W Z �O ccY. W LL LL W 1 PROJECT' #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: ROOF DETAILS SHEET: Al Oo2 EX. INSULATION / EX. ROOF DECK EX. HYPALON ROOF MEMBRANE EX. INSULATION INSTALL SEALANT BETWEEN DRAIN BOWL FLANGE AND ROOF MEMBRANE EX. ROOF DECK EX. DECK CLAMP EX. DRAIN BOWL ROUND CUT IN THERMOSET MEMBRANE; EXTEND APPROX. 1" PAST CLAMPING RING - HOLE IN MEMBRANE SHOULD BE LARGER THAN DRAIN PIPE DIAMETER EXISTING EXHAUST STACK, FIELD VERIFY SIZE 1', MIN. CLEAR, FIELD VERIFY NOTES: I. FLASHING SHALL EXTEND A MINIMUM OF 6' HIGH WHERE POSSIBLE. 2. ATTACH ANGLE TO F.T. WOOD NAILER W/ GALV. LAG BOLTS ISOLATED STAC L J NO SCALE EX. ROOF DRAIN INSPE NO SCALE ALL- PURP06E SEALANT TERMINATION BAR FASTENED 6" (150mm) O.C. WITH STEVENS FASTENER 1/4" ((omm) GAP BETWEEN SECTIONS, BENT TO END OF WALL PANEL CONTOUR AND FASTENED WITHIN 2" (50mm) OF EACH END, EXISTINGMEW ROOF MEMBRANE EXISTING HYPALON ROOF MEMBRANE I EXISTING INSULATION • FLASHING SHALL EXTEND A MINIMUM 6' HIGH WHENEVER POSSIBLE AND MUST BE ABOVE ROOF FLOOD LEVEL. SPANNING OF VERTICAL WALL PANEL JOINTS (I.E. TILT -UP WALLS) WITH THE TERMINATION BAR IS NOT ACCEPTABLE. BAR MUST BE BROKEN WITH NO GREATER THAN 1/4" (6mm) GAP, BENT TO END OF WALL PANEL CONTOUR AND FASTENED WITHIN 2" (50mm) OF EACH END. TERMINATION BAR STAINLESS STEEL CLAMP (TOP AND BOTTOM) 0.055" (1.4mm) UNSUPPORTED MEMBRANE — BONDING ADHESIVE APPLY BEAD OF ALL - PURPOSE SEALANT BEHIND TOP EDGE OF MEMBRANE FLASHING AND AT MEMBRANE TO ANGLE JUNCTURE STAINLESS — STEEL CLAMPS 0.055" (1.4mm) — UNSUPPORTED MEMBRANE FULLYP TO I -BEAM WITH BONDING ADHESIVE 5 EXISTIN NO SCALE NOT NO SCALE NO SCALE ED TREATED WOOD BLOCKING HOT -AIR WELDED TO DECK MEMBRANE INSIDE & OUTSIDE J CORNERS MUST BE COMPLETED WITH AN ADDITIONAL PIECE OF STEVENS 0 055" (1.4mm) UNSUPPORTED MEMBRANE ' FLASHING SHALL BE A MINIMUM 6" 150mm) HIGH WHENEVER POSSIBLE AND MUST BE ABOVE ROOF FLOOD LEV L • REFER TO CHART 5 - STEVENS INSULATION LIST AND FASTENING RATES • SIZE BLOCKING TO FIT ANGLE - BEVEL TOP SURFACE OF BLOCKING ( +/- 25 DEGREES) TO SHED WATER. COAT TOP OF BLOCKING WITH ALL - PURPOSE SEALANT • INSULATION & MEMBRANE MUST BE CUT TIGHTLY AROUND PROTRUSION. i \ _ w Z.T �.. E gtn- NZ LL o . ADJUSTS VERTICALLY AND HORIZONTALLY SEE DETAIL TS -10 FOR CURB CONSTRUCTION SET BOLTS IN SEALANT NOTES. 1. NRCA SUGGESTS PIPES AND CONDUITS NOT BE PLACED ON ROOFS. HOWEVER, WHERE THEY ARE NECESSARY, A PIPE ROLLER SUPPORT IS RECOMMENDED 2. THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES PIPE ROLLER SUPPORT NO SCALE NOT USED SCALE: 3 " =I'-O" RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 0610,, in III mn �O�/ I..V W 0. O mi W W 0 O Z LLI ■ � cOn L/ co I- V t� `Z O 1 J Q W Z �O ccY. W LL LL W 1 PROJECT' #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: ROOF DETAILS SHEET: Al Oo2 DEMO. EXISTING F SUPPORTS. RE-INS NEW PIPE SUP" SEE b /A102 DO NOT ATTACH E CONDUIT TO METAL COPING EXISTING HYPALOI ROOF MEMBRANE, ROOF PLAN A43 EXISTING DUCTING TO REMAIN REMOVE 4 RE -IN51 EXISTING WALK -PA SEE ROOF PLAN A Cafeteria Roof EXISTING SCREEN WALL, SEE ROOF PI A4.1 4 A42 EXISTING HVAC UNI' SEE ROOF PLAN A, A42 REMOVE 4 RE -INST, EXISTING WALK -RAI SEE ROOF PLAN A4 4 A42 DEMO. EXISTING PIF_ SUPPORTS. RE- INSTALL NEW PIPE SUPPORTS, SEE b/AI02 Roof of 1995 NO SCALE EXISTING CABLE REMOVE 4 DISPO: EXISTING SUPPOR 4 BRACKET. INSTAL STAINLESS STEEL 1 BRACKET TO MAR EXISTING BOILER STACK EXISTING STAIR PE EIFS CLADDING REMOVE EXISTING 4 DOWNSPOUT REMOVE EXISTING COLLAR 4 HYPALC MEMBRANE FLASHI NEW ROOF MEM5R4 RAIN COLLAR SEE RAIN COLLAR 4 lb ROOF MEMBRANE P EXISTING HYPALON ROCK= MEMBRANE on Boiler Stack RAIN NO SCALE EXISTING GENERAL EXHAUST STACK, S ROOF PLAN A41 4 INSTALL NEW RAIN COLLAR SEE DET, 4/AI03 INSTALL NEW ROOF CURB 4 MEMBRANE FLASHING, SEE 2 /AI !E) PIPE ANCHOR, 'ANT PIPE, -'�- PIPE SUPPORT OR DUCT — SEALANT ALL AROIND PRE- FABRICATED SA. RAIN HOOD WITH Trj4TENIN3 R, W,ES TIGHTEN UUTH 5A BOLTS, Tyr '�/ �QOi CIDCfCODl7L10 017 �y --PRE - FABRICATED OR FIELD - FABRICATED PIPE FLASHM, TYP. TYPICAL RAIN COLLAR NO SCALE I� GENERATOR EXHAI NO SCALE EXISTING METAL COPING SEE A4.1 4 A42 FOR WORK 1/4' STAINLESS STEEL — BRACKET. ATTACH TO EXISTING PARAPET WALL W/ 3/8' DIA x 3', MIN. LAG BOLTS PROVIDE I' DIA HOLE FOR CABLE STAY PROVIDE MIN. I/4' BETWEEN NEW BRACKET 4 METAL COP ALLOW DRAINAGE PROVIDE 4 INSTALL SEALAN', e FASTENER PENETRATION. 4' T ST 96 r-`u �O _n TAY BRACKET DETAIL NO 50ALE EXISTING COLUMN, SEE NOTES ON ROC PLAN A4.1 4 A42 EXISTING PARAPET FLASHING BEYOND INSTALL NEW ROOK= MEMBRANE FLASHU SEE 5/AI02 IN NEW TERMII�cm BAR SEE 4 /AI02 - TYR. NOTE: I. LOOKING ® THE SOUTHEAST CORNER OF ROOF ® CORNER OF STAIR PENTHOUSE BEYOND. 2. NEW METAL PANEL CLADDING NOT SHOWN FOR CLARITY. —7-)EXISTING SCREEN WALL BEAM NO SCALE EXISTING METAL GI SEE NOTES ON A4.1 FOR REMOVAL 4 RE- INSTALLATION. EXISTING RUBBER SEE NOTES ON A4.1 FOR REMOVAL 4 RE- INSTALLATION. EXISTING HYPALOP MEMBRANE PROVIDE 4 INSTALL I UMBRELLA FOAM CO WELD SEAMS. CLAP e TOP W/ STAINLESS BAND. INSTALL SEAL TOP OF COLLAR NEU SHALL NOT IMPEDE C EXHAUSTING THROUG EXISTING VENT, SEE I /AIO2 FOR NEW ROOF MEMBRANE FLASHING INSTALLATION 10rNO SCALE NSOR DETAIL REMOVE 4 RE- INSTALL EXI " """ METAL GRATE, SEE ROOF f A4.1 4 A42 TYPICAL SECTION CONNECTICNI EXISTING METAL GRATE NO 50ALE EXISTING LIGHT FIXT EXISTING STEEL TUB COLUMN EXISTING CONDUIT REMOVE EXISTING L FIXTURES 4 WD. BLO INSTALL NEW STAINLI STEEL UNISTRUT AS TO MATCH EXISTING FIXTURE ORIENTATIC UNISTRUCT ON BACK PARAPET WALL. SET FASTENERS IN SEAL, ELECTRICAL FOR RE- INSTALLATION Of LIGHT FIXTURE EXISTING ROOF CONDITIONS LOOKIN NO SCALE PAVES F PLAN VIEW OF METAL GRATE FROM THE 14ELISTOP LOOKING SOUTH REPLACE S REO'D RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 ;REGISTERED CT MIC L L MILLER SPATE OF WASHINGTON IL! n I.I!..I Mn ON 1.1. 0. W a O J w > W0 O 1'� � V Z � •� 5. ■ W W � O Q M 00 I_ V 2 0 J a LLI Z �O v 1 W IL um W 1 PROJECT#: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: ROOF DETAILS SHEET: EXIST'G CLADDING WALL BEYOND, SEE FI le= PI ARIA EXISTING HVAC UNIT(S) — TO REMAIN, SEE ROOF PLAN A4.1 4 A42 EXISTING HVAC DUCTING — TO REMAIN, SEE ROOF PLAN A4.1 4 A42 ,1 EXISTING ROOF CO NO SCALE EXPANSION JOINT LECsEND RICE ARCHITECTURE &PLANNING MILL' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT PROJECT #. 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: ROOF DETAILS SHEET: Al Oo4 PROVIDE SOLID SURFACE SHOWER ENCLOSURE PANELS AT WET AREAS - SEE INTERIOR ELEVATIONS REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE CERAMIC TILE AS SHOWN - THIN OVER NEW WP 01 MEMBRANE ON EXISTING MORTAR BED Ant EXISTING FLOOR DRAIN CATION OF BEGINNING OF SLQE'E Ext 03 PROVIDEICERAMIC All TILE AT THRESHOLD VCT EXIST. .. ENLARGED FINISH PLAN PT. TOILET #2 - 2011 12 50ALE: 1/2" = 1' -0" SIM. o ROOMS: 2013, 2020, 2026, 2039, 2041, 2043, 2054, 2058, 2061, 2019, 2096, 2101, 2103, 2109, 2113 LOCATION OF BEGINNING OF SLOPE PROVIDE CERAMIC TILE AT THRESHOLD = ENLARGED FINISH PLAN PT. TOILET #7 - 2015 1 SCALE: 1/2" = 1' -0" SIM. is ROOMS: 2033, 2045, 2056, 2011, 2092, 2094, 2099, 2111 ENLARGED FINISH PLAN PT. TOILET #1 - 2008 10 50ALE: 1/2" = I' -0" SIM, 6 ROOMS: 2036 REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE CERAMIC TILE AS SHOWN - THIN OVER NEW WP MEMBRANE ON EXISTING MORTAR BED, PANEL TOE TO EDGE OF DOO REMAIN IN ALL AREAS I T , WHERE NEW CERAMIC T �r. ��ir. ���► .e.�r.��ire���n.���.�-- TILE IS NOT SHOWN i (NEW PAINT PER FINISH --- SCHEDULE) ---- - NURSE CALL EMERGENCY PULL STATION TO PVIAYVIAYVIA G.:�:.:.�5:�7E�.a:■ LOCATION (TYP. AT ALI NORTH REVISED LOCATION OF CURSE GALL EMERGENCY BULL STATION - SEE _XISTING CONDITION OR PLAN LOCATIONS - =ROVIDE CORD LONG =NOUGH TO BE PULLED 4T THE SAME HEIGHT AS ' REVIOUSLY SHOWN.- :URRENT LOCATION OF JURSE CALL EMERGENCY =ULL STATION 9WADE NEW BACKING ® SHOWER GRAB BARS - iEE 4/A122 EAST INTERIOR ELEVATIONS PT. TOILET #2 - 2011 08 SCALE: I /2' = 1' -0" SIM. a ROOMS: 2013, 2020, 2026, 2039, 2041, 2043, 2054, 2058, 2061, 201'3,2096,2101,2103,210-B, 2113 PANEL TOE TENp TO FRAM EDGE OF D REMAIN IN ALL AREAS I T , WHERE NEW CERAMIC T �r. ��ir. ���► .e.�r.��ire���n.���.�-- PROVIDE SOLID SURFACE SHOWER ENCLOSURE PANELS NORTH AT WET AREAS -SEE INTERIOR ELEVATIONS = PROVIDE CO TILE AT THRE SURFACE SHOWER ELS SEE INTERIOR )R DRAIN - LOCATION OF 5EGIMIMG OF SLOPE it REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE CERAMIC TILE AS SHOWN - THIN OVER NEW WP MEMBRANE ON EXISTING MORTAR BED EXISTING SHOWER HEAD - REMOVE AND REINSTALL EXISTING GRAB BARS TO REMAIN -WHERE SOLID SURFACE PANEL: ARE ADDED, REINSTALL AT SAME LOCATION - EAST INTERIOR ELEVATIONS PT. TOILET #7 - 2015 07 50ALE: 1/2" = 1' -0" SIM. a ROOMS: 2033, 2045, 2056, 2011, 2092, 2094, 2099, 2111 --• • • • , ' . . • • • ■ EXISTING GWB - TO REMAIN IN ALL AREAS I T , WHERE NEW CERAMIC T �r. ��ir. ���► .e.�r.��ire���n.���.�-- TILE IS NOT SHOWN -- - - - (NEW PAINT PER FINISH --- SCHEDULE) ---- - NURSE CALL EMERGENCY PULL STATION TO REMAIN IN CURRENT G.:�:.:.�5:�7E�.a:■ LOCATION (TYP. AT ALI ail O DRY AREAS) -NEW CERAMIC TILE EXISTING GRAB BARS BASE - (9' TALL - TO REMAIN - WHERE PROVIDE COVED TRANSITION FROM FLOOR TILE - SOLID SURFACE PANEL: ARE ADDED, REINSTALL AT SAME LOCATION FINISHED TOP EDGE EAST INTERIOR ELEVATIONS PT. TOILET #7 - 2015 07 50ALE: 1/2" = 1' -0" SIM. a ROOMS: 2033, 2045, 2056, 2011, 2092, 2094, 2099, 2111 --• • • • , ' . . • • • ■ l�® f1 I T , T �r. ��ir. ���► .e.�r.��ire���n.���.�-- -- - - - --- ----- NORTH REVISED LOCATION OF kURSE CALL EMERGENCY PULL STATION -SEE EXISTING CONDITION FOR PLAN LOCATIONS - PROVIDE CORD LONG ENOUGH TO BE PULLED AT THE SAME HEIGHT AS P'IREVIOUSLY SHOWN.- CURRENT LOCATION OF NURSE CALL EMERGENCY PULL STATION EXISTING GRAB BARS TO REMAIN - WHERE SHOWER PANELS ARE ADDED, REINSTALL AT SAME LOCATION =. • • ■ l�® f1 I T , T ----- ---- - SOUTH IN • ■ w • l�® r T ----- ---- - SOUTH '1 _EXISTING SHOWER HEAD - REMOVE AND REINSTALL WEST WEST EAST SOUTH WEST INTERIOR ELEVATIONS PT. TOILET #1 - 2008 06 50ALE: 1/2" = 1' -0" SIM. a ROOMS: 2036 AT ALL PATIENT SHOWER LOCATIONS, REMOVE EXISTING GWB - REPLACE WITH SOLID SURFACE SHOWER WALL PANELS OVER NEW TILE BACKER SHEATHING EXISTING GWB - TO REMAIN IN ALL AREAS WHERE NEW CERAMIC TILE IS NOT SHOWN (NEW PAINT PER FINISH SCHEDULE) NURSE CALL EMERGENCY PULL STATION TO REMAIN IN CURRENT LOCATION (TYP. AT ALL DRY AREAS) NEW CERAMIC TILE BASE - 6' TALL - PROVIDE COVED TRANSITION FROM FLOOR TILE - FINISHED TOP EDGE CT -2 AT ALL PATIENT SHOWER LOCATIONS, REMOVE EXISTING GWB - REPLACE WITH SOLID SURFACE SHOWER WALL PANELS OVER NEW TILE BACKER SHEATHING TUJO -WALL t'CURTAM ABOVE - G TO REMAIN 4* BED PAN ENLARGED PLAN w PT. TOILET #2 - 2011 04 50ALE: 1/2" = 1' -0" SIM. ® ROOMS: 2013, 2020, 2026, 2039, 2041, 2043, 2054, 2058, 2061,20113,20%,2101,2103,21n, 2113 REVISED LOCATION OF NURSE CALL EMERGENCY PULL STATION - SEE EXISTING CONDITION FOR PLAN LOCATIONS - PROVIDE CORD LONG ENOUGH TO BE PULLED AT THE SAME HEIGHT AS PREVIOUSLY SHOWN. CURRENT LOCATION OF NURSE CALL EMERGENCY PULL STATION CT -2 AT ALL PATIENT SHOWER LOCATIONS, REMOVE EXISTING GWB - REPLACE WITH SOLID SURFACE SHOWER WALL PANELS OVER NEW TILE BACKER SHEATHING EXISTING GWB TO REMAIN IN ALL ALAS WHERE NEW SOLID SURFACE SHOWER WALL PANELS ARE NOT SHOWN (NEW PAINT PER FINISH SCHEDULE) NURSE CALL EMERGENCY PULL STATION TO REMAIN IN CURRENT LOCATION (TYP. AT ALL DRY AREAS) CT -2 BED PAN \ S � WASHER- -U5'- = -125' - SHOWS .CURTAIN TRACK ABdVE - W SHOWER (EXISTINC ENLARGED PLAN PT. TOILET #7 - 2015 03 SCALE: 1/2" = 1' -0" SIM. s ROOMS: 2033, 2045, 2056, 2011, 2092, 2094, 2099, 2111 SHOWER HEAD (EXISTING TO REMAIN) BED PAN WASHER ENLARGED PLAN PT. TOILET #1 - 2008 02 SCALE: 1/2" = 1' -0" SIM. 0 ROOMS: 2036 RICE ARCHITECTURE &PLANNING MII 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT W 0M 0. uj 0. 0 J LL1 Z Lu p 4-0 Z •� o N� .j ■ �� MENNEN W ■ I ■ v; LJJ N Q M 0 V o0 � _ O I- Q. W 2 Z 0 N w LL. LL W 1 PROJECT#: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Enlarged Toilet Room Plans & Interior Elevations SHEET: G.:�:.:.�5:�7E�.a:■ ail '1 _EXISTING SHOWER HEAD - REMOVE AND REINSTALL WEST WEST EAST SOUTH WEST INTERIOR ELEVATIONS PT. TOILET #1 - 2008 06 50ALE: 1/2" = 1' -0" SIM. a ROOMS: 2036 AT ALL PATIENT SHOWER LOCATIONS, REMOVE EXISTING GWB - REPLACE WITH SOLID SURFACE SHOWER WALL PANELS OVER NEW TILE BACKER SHEATHING EXISTING GWB - TO REMAIN IN ALL AREAS WHERE NEW CERAMIC TILE IS NOT SHOWN (NEW PAINT PER FINISH SCHEDULE) NURSE CALL EMERGENCY PULL STATION TO REMAIN IN CURRENT LOCATION (TYP. AT ALL DRY AREAS) NEW CERAMIC TILE BASE - 6' TALL - PROVIDE COVED TRANSITION FROM FLOOR TILE - FINISHED TOP EDGE CT -2 AT ALL PATIENT SHOWER LOCATIONS, REMOVE EXISTING GWB - REPLACE WITH SOLID SURFACE SHOWER WALL PANELS OVER NEW TILE BACKER SHEATHING TUJO -WALL t'CURTAM ABOVE - G TO REMAIN 4* BED PAN ENLARGED PLAN w PT. TOILET #2 - 2011 04 50ALE: 1/2" = 1' -0" SIM. ® ROOMS: 2013, 2020, 2026, 2039, 2041, 2043, 2054, 2058, 2061,20113,20%,2101,2103,21n, 2113 REVISED LOCATION OF NURSE CALL EMERGENCY PULL STATION - SEE EXISTING CONDITION FOR PLAN LOCATIONS - PROVIDE CORD LONG ENOUGH TO BE PULLED AT THE SAME HEIGHT AS PREVIOUSLY SHOWN. CURRENT LOCATION OF NURSE CALL EMERGENCY PULL STATION CT -2 AT ALL PATIENT SHOWER LOCATIONS, REMOVE EXISTING GWB - REPLACE WITH SOLID SURFACE SHOWER WALL PANELS OVER NEW TILE BACKER SHEATHING EXISTING GWB TO REMAIN IN ALL ALAS WHERE NEW SOLID SURFACE SHOWER WALL PANELS ARE NOT SHOWN (NEW PAINT PER FINISH SCHEDULE) NURSE CALL EMERGENCY PULL STATION TO REMAIN IN CURRENT LOCATION (TYP. AT ALL DRY AREAS) CT -2 BED PAN \ S � WASHER- -U5'- = -125' - SHOWS .CURTAIN TRACK ABdVE - W SHOWER (EXISTINC ENLARGED PLAN PT. TOILET #7 - 2015 03 SCALE: 1/2" = 1' -0" SIM. s ROOMS: 2033, 2045, 2056, 2011, 2092, 2094, 2099, 2111 SHOWER HEAD (EXISTING TO REMAIN) BED PAN WASHER ENLARGED PLAN PT. TOILET #1 - 2008 02 SCALE: 1/2" = 1' -0" SIM. 0 ROOMS: 2036 RICE ARCHITECTURE &PLANNING MII 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED ARCHITECT W 0M 0. uj 0. 0 J LL1 Z Lu p 4-0 Z •� o N� .j ■ �� MENNEN W ■ I ■ v; LJJ N Q M 0 V o0 � _ O I- Q. W 2 Z 0 N w LL. LL W 1 PROJECT#: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Enlarged Toilet Room Plans & Interior Elevations SHEET: NEW I ;iia:L•7 N Q �x H a Alf 4 . p d 53 v 4 d DOOR FRAME BEYOND - EXISTING - TO REMAIN NEW CERAMIC TILE BASE BEYOND - REFERENCE INTERIOR ELEVATIONS - AII.I EXISTING VCT FLOORING is PATIENT ROOM (TYP) - TO REMAIN NEW CERAMIC TILE THRESHOLD - REFERENCE AII.I FOR PLACEMENT INFORMATION REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE NEW W.P. MEMBRANE - FULLY ADHERED NEW CERAMIC FLOOR TILE - THIN SET OVER EXISTING MORTAR BED - REFERENCE EXISTING SHOWER PANAIEMBRANE - TO REMAIN EXaSTING MORTAR BED - TO REMAIN dv ° (STING TOPPING SLAB p R STRUCTURAL SLAB ON METAL DECK 4 ° v d ° .d ° 4 p v a 4 ° GL TILED ETAIL D00R/THRESH0LD 03 ALF 0 d 4 d REFERENCE INTERIOR ELEVATIONS ON All] - d d 4 p 4 f v d v BOARD AS SPECIFIED - REF. INTERIOR ELEVATIONS ON AII.I FOR LOCATIONS NEW CERAMIC TILE BASE - PROVIDE COVED TRANSITION d FROM FLOOR TILE NEW WP MEMBRANE TO EXTEND UP WALL/BASE, AS DIMENSIONED TILE BACKER BOARD TO ° Q EXISTING MORTAR BED - TO REMAIN 4 REMOVE EXISTING SHEET VINYL FLOORING - iA PROVIDE NEW W.P. MEMBRANE - FULLY ADHERED NEW CERAMIC FLOOR TILE - THIN SET OVER EXISTING MORTAR BED - 4 REFERENCE ENLARGED PLANS ON AII.I 2% SLOPE v EXISTING SHOWER PANA'IEMBRANE - TO REMAIN ° d 4 p EXISTING TOPPING SLABd d v OVER STRUCTURAL SLV ON 4 v d d LI 4 d � v d 4 p 4 p d d D ° v 4 p p d I ;iia:L•7 N Q �x H a Alf 4 . p d 53 v 4 d DOOR FRAME BEYOND - EXISTING - TO REMAIN NEW CERAMIC TILE BASE BEYOND - REFERENCE INTERIOR ELEVATIONS - AII.I EXISTING VCT FLOORING is PATIENT ROOM (TYP) - TO REMAIN NEW CERAMIC TILE THRESHOLD - REFERENCE AII.I FOR PLACEMENT INFORMATION REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE NEW W.P. MEMBRANE - FULLY ADHERED NEW CERAMIC FLOOR TILE - THIN SET OVER EXISTING MORTAR BED - REFERENCE EXISTING SHOWER PANAIEMBRANE - TO REMAIN EXaSTING MORTAR BED - TO REMAIN dv ° (STING TOPPING SLAB p R STRUCTURAL SLAB ON METAL DECK 4 ° v d ° .d ° 4 p v a 4 ° GL TILED ETAIL D00R/THRESH0LD 03 ALF 0 d EXISTING TOI STRUCTURAL 0 EXISTING SHOWER PAN/MEMBRANE - TO REMAIN EXISTING MORTAR BED - TO REMAIN NEW CERAMIC FLOOR TILE - THIN SET OVER EXISTING MORTAR BED - REFERENCE FINISH PLANS ON All.l REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE NEW W.P. MEMBRANE - FULLY ADHERED - LAP NEW MEMBRANE INTO OPENING FOR FLOOR DRAIN EXISTING FLOOR DRAIN - TO REMAIN - ADJUST STRAINER TO ALIGN WITH NEW FINISHED FLOOR HEIGHT - FLIP COLLAR FOR HIGH POSITION IF NEEDED SLAB OVER v ON METAL DECK d 4 d REFERENCE INTERIOR ELEVATIONS ON All] - d d 4 p 4 f WHERE EXPOSED 4 v BOARD AS SPECIFIED - REF. INTERIOR EXISTING TOI STRUCTURAL 0 EXISTING SHOWER PAN/MEMBRANE - TO REMAIN EXISTING MORTAR BED - TO REMAIN NEW CERAMIC FLOOR TILE - THIN SET OVER EXISTING MORTAR BED - REFERENCE FINISH PLANS ON All.l REMOVE EXISTING SHEET VINYL FLOORING - PROVIDE NEW W.P. MEMBRANE - FULLY ADHERED - LAP NEW MEMBRANE INTO OPENING FOR FLOOR DRAIN EXISTING FLOOR DRAIN - TO REMAIN - ADJUST STRAINER TO ALIGN WITH NEW FINISHED FLOOR HEIGHT - FLIP COLLAR FOR HIGH POSITION IF NEEDED SLAB OVER v ON METAL DECK d p � d TILE DETAIL FLOOR DRAIN 0 2 SCALE, HALF z F �n p d 4 d v 4 p d p d. 0 4 4 d p d v p d REFERENCE INTERIOR ELEVATIONS ON All] - d 4 p UP WALL (APPROX. l' PER EXISTING DOCUMENTS) p � d TILE DETAIL FLOOR DRAIN 0 2 SCALE, HALF z F �n p d 4 d v 4 p d p d. 0 4 4 d p d v TILE DETAIL i SCALE: HALF WALL d v RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT W 1 O/�/ ^^C= 0M Lu 0M O J 'W Z W 0 V 4mo Z •� t D cis ■sLA W crm cM 0 Q o0 F- u t: = 0 °" J a W Z O N cc W W um W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Patient Toilet Room Section and Details SHEET: Al 1 e2 NEW SOLID SURFACE SHOVER WALL PANELS - REFERENCE INTERIOR ELEVATIONS ON All] - MOUNT OVER NEW TILE BACKER BOARD EXISTING SHOWER PANA'IEMBRANE EXTENDED UP WALL (APPROX. l' PER EXISTING DOCUMENTS) - TO REMAIN - VERIFY CONDITION WHERE EXPOSED REPLACE EXISTING GM WITH TILE BACKER BOARD AS SPECIFIED - REF. INTERIOR ELEVATIONS ON AII.I FOR LOCATIONS NEW CERAMIC TILE BASE - PROVIDE COVED TRANSITION FROM FLOOR TILE NEW WP MEMBRANE TO EXTEND UP WALL/BASE, AS DIMENSIONED TILE BACKER BOARD TO BE HELD OFF OF MORTAR BED - PROVIDE FLEXIBLE SEALANT 9 JT EXISTING MORTAR BED - TO REMAIN REMOVE EXISTING SHEET VINYL FLOORING - iA PROVIDE NEW W.P. MEMBRANE - FULLY ADHERED NEW CERAMIC FLOOR TILE - THIN SET OVER EXISTING MORTAR BED - REFERENCE ENLARGED PLANS ON AII.I 2% SLOPE EXISTING SHOWER PANA'IEMBRANE - TO REMAIN ° d 4 p EXISTING TOPPING SLABd d v OVER STRUCTURAL SLV ON 4 METAL DECK d LI 4 d � v d 4 p 4 p d D ° v4 d 4 p p TILE DETAIL i SCALE: HALF WALL d v RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED \ ARCHITECT W 1 O/�/ ^^C= 0M Lu 0M O J 'W Z W 0 V 4mo Z •� t D cis ■sLA W crm cM 0 Q o0 F- u t: = 0 °" J a W Z O N cc W W um W Mn PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Patient Toilet Room Section and Details SHEET: Al 1 e2 INUMBERI ROOM NAME FLOOR I BASE I N. WALL I E. WALL I S. WALL I W. WALL I CEILING REMARKS I PT MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN HT PT 072 PURCHASING OFFICE JCPT IFF IRB * 1EXIST EXIST GWB IPT 1EXIST EXIST JEXIST, 9 8' -0" *NEW BASE @ ALL WALLS NUMBER ROOM NAME FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING REMARKS I PT MTL FIN MTL FIN MTL FIN MTL FIN MTL FIN MTL FIN MTL FIN HT PT 1003 STAIR C EXIST - EXIST, 2, RB* I E. WALL EXIST I W. WALL EXIST REMARKS EXIST, 3 PT EXIST I FIN EXIST I FIN VARIES *NEW BASE @ S. WALL 1006 MANAGERS OFFICE EXIST I FIN EXIST I FIN EXIST FIN EXIST, 3 PT EXIST PT, 4 EXIST IPT EXIST EXIST, 9 8' -0" *NEW BASE @ NEW GWB 1052 SUBSTERILE EXIST - EXIST, RB* - /FF EXIST PT GWB PT EXIST PT EXIST PT ACT -2 FF 9' -0" (EXIST) *NEW RB@ NORTH, EAST, WALLS 1053 SUBSTERILE EXIST - EXIST, RB* - EXIST PT GWB PT EXIST PT EXIST PT ACT -2 FF 9' -0" (EXIST) *NEW RB@ NORTH, EAST, SOUTH WALLS 1068 CORRIDOR EXIST - EXIST - EXIST PT, 8 EXIST EXIST PT, 8 EXIST, 3 PT EXIST EXIST, 1, PT 9'- 6 '/10' -0" *NEW BASE @ NEW GWB 1069 SUBSTERILE EXIST FF EXIST, RB* - EXIST PT2 /FF GWB PT EXIST IPT EXIST PT2 ACT -2 FF 9' -0" 1080 OUTPATIENT RECOVERY EXIST - EXIST / -FF EXIST PT, 8 EXIST, 3 PT EXIST PT, 8 EXIST EXIST, 9 EXIST, 9 9' -0" *NEW BASE @ NEW GWB, * *EXIST GWB CEILING 1083 CORR EXIST, 3 - EXIST, 2 FF EXIST PT EXIST PT EXIST, 3 PT EXIST, 3 PT EXIST PT,2 9' -0" 1092 OUTPATIENT WAITING EXIST - EXIST / -FF EXIST PT, 8 EXIST - EXIST PT, 8 EXIST EXIST, 9 EXIST, 9 7'- 10 "/9'- 0 "/9'6" *NEW BASE @ NEW GWB 1200 CAFETERIA EXIST, 7 FF EXIST, 2 FF EXIST, 3 PT EXIST - EXIST PT2/FF JEXIST, 3 PT 1EXIST EXIST, 1, PT 814" NUMBER ROOM NAME I FLOOR I BASE I N. WALL I E. WALL I S. WALL I W. WALL I CEILING REMARKS EXIST, 3 PT MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN I MTL I FIN I MTL FIN HT PT, 8 2003 STAIRS C EXIST BASE EXIST E. WALL EXIST I W. WALL EXIST REMARKS EXIST, 3 PT EXIST _ FIN EXIST FIN 9' -0" FIN 2005 WAITING EXIST, 7 I FIN EXIST /RB* - /FF EXIST, 4 PT EXIST /GWB PT, 8 EXIST /GWB, 8 PT, 4 EXIST IPT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2007 ACU ROOM #1 HOSPICE RM EXIST, 7 - EXIST /RB* - /FF EXIST, 3 PT EXIST EXIST /GWB, 8 PT, 4 GWB PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2008 PATIENT TOILET #1 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" a 2010 ACU ROOM #2 EXIST, 7 - EXIST /RB* -/FF EXIST /GWB PT, 8 EXIST EXIST /GWB PT, 8 GWB PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2011 PATIENT TOILET #2 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" 2012 ACU ROOM #6 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 JGWB PT EXIST /GWB PT, 8 1EXIST EXIST EXIST, 9 8'-6" *NEW BASE @ NEW GWB, * *EXIST GWB CEILING 2013 PATIENT TOILET #6 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF 1EXIST PT,2 8' -0" 2014 ACU ROOM #7 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2015 PATIENT TOILET #7 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2/FF EXIST /GWB /SSP PT2 /FF EXIST PT 814" 2019 ACU ROOM #3 EXIST, 7 - EXIST /RB* - /FF EXIST /GWB PT, 8 EXIST EXIST /GWB PT, 8 GWB PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2020 PATIENT TOILET #3 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8'4" 2025 ACU ROOM #8 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2026 PATIENT TOILET #8 CT1 FF ICT2 FF EXIST /GWB /SSP PT2 /FF 1EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2032 ACU ROOM #4 PEDIATRIC ROOM EXIST, 7 EXIST /RB* - /FF EXIST /GWB PT, 8 EXIST EXIST /GWB PT, 8 GWB PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2033 PATIENT TOILET #4 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" 2035 ACU ROOM #5 ISOLATION RM CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" *NEW BASE @ NEW GWB, * *EXIST GWB CEILING 2036 PATIENT TOILET #5 CTi FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" 2038 ACU ROOM #9 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2039 PATIENT TOILET #9 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2/FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2040 ACU ROOM #10 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 JGWB PT EXIST /GWB PT, 8 1EXIST EXIST JEXIST, 9 8' -6" *NEW BASE @ NEW GWB 2041 PATIENT TOILET #10 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2042 ACU ROOM #11 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2043 PATIENT TOILET #11 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 1FF EXIST /GWB /SSP PT2 /FF EXIST PT 8'4" 2044 ACU ROOM #12 EXIST, 7 EXIST /RB* AFF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8'4" *NEW BASE @ NEW GWB 2045 PATIENT TOILET #12 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8'4" 2053 ACU ROOM #13 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2054 PATIENT TOILET #13 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT V -0" 2055 ACU ROOM #14 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2056 PATIENT TOILET #14 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2057 ACU ROOM #15 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2058 PATIENT TOILET #15 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8'4" 2060 ACU ROOM #16 PSYCHIATRIC RM EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2061 PATIENT TOILET #16 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8'4" 2070 SCU ROOM #1 EXIST, 7 EXIST /RB* - /FF EXIST /GWB PT, 8 EXIST EXIST /GWB PT, 8 EXIST /GWB PT, 8 1EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2071 SCU TOILET #1 EXIST - EXIST, 2 - EXIST - EXIST /GWB PT2 EXIST - EXIST - EXIST - 8' -0" 2072 SCU ROOM #2 EXIST,7 EXIST/ RBA -/ FF EXIST, 3 PT EXIST EXIST EXIST, 3 PT EXIST EXIST. 9 8' -6" *NEW BASE @ NEW GWB 2073 SCU TOILET #2 EXIST - EXIST, 2 - EXIST - EXIST - EXIST - EXIST /GWB PT2 EXIST - 8' -0" 2074 SCU ROOM #3 EXIST, 7 EXIST EXIST EXIST EXIST /GWB PT, 8 EXIST, 3 PT EXIST EXIST, 9 8' -6" 2075 SCU ROOM #4 EXIST,7 EXIST EXIST /GWB PT, 8 EXIST EXIST EXIST, 3 PT EXIST EXIST, 9 8' -6" 2076 SCU TOILET #3 EXIST JEXIST, 2 - EXIST - EXIST - EXIST - EXIST /GWB PT2 EXIST - 8'4" 2077 SCU ROOM #5 EXIST, 7 EXIST/ RB)K 4 FF EXIST EXIST EXIST /GWB PT, 8 EXIST, GWB PT, 8 EXIST 8' -6" *NEW BASE @ NEW GWB 2078 SCU ROOM #6 EXIST, 7 EXIST/ RBx 4 FF EXIST /GWB PT, 8 EXIST EXIST PT, 8 EXIST /GWB PT, 8 EXIST 8' -6" *NEW BASE @ NEW GWB 2079 SCU TOILET #4 EXIST - EXIST, 2 - EXIST PT2 EXIST /GWB - EXIST - EXIST - EXIST - 8'4" 2091 ACU ROOM #17 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2092 PATIENT TOILET #17 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2093 ACU ROOM #18 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 JGWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2094 PATIENT TOILET #18 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT21FF EXIST PT 8' -0" 2095 ACU ROOM #19 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2096 PATIENT TOILET #19 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2/FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2098 ACU ROOM #20 EXIST, 7 - EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2099 PATIENT TOILET #20 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2100 ACU ROOM #21 EXIST, 7 EXIST /RB* / -FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 21 01 PATIENTTOILET#21 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXISTGWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT 8' -0" 2102 LDRP ROOM #1 EXIST, 7 - EXIST /RB* - /FF EXIST /GWB PT, 8 GWB PT EXIST /GWB PT, 8 EXIST EXIST /GWB EXIST /PT 19 8' -6" *NEW BASE @ NEW GWB 2103 LDRP TOILET #1 CT1 FF CT2 FF EXIST /GWB /CT2 PT2 /FF EXIST PT2 EXISTGWB /CT2 PT2 /FF EXIST /GWB /CT2 PT2 /FF EXIST PT 8' -0" 2108 LDRP ROOM #4 EXIST, 7 - EXIST /RB* EXIST /GWB PT, 8 EXIST GWB PT EXIST PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2109 LDRP TOILET #4 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" 2110 LDRP ROOM #3 EXIST, 7 - EXIST /RB* - /FF EXIST /GWB PT, 8 EXIST EXIST /GWB PT, 8 GWB PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2111 LDRP TOILET #3 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" 2112 LDRP ROOM #2 EXIST, 7 - EXIST /RB* - /FF EXIST /GWB PT, 8 EXIST EXIST /GWB PT, 8 GWB PT EXIST EXIST, 9 8'4" *NEW BASE @ NEW GWB 2113 LDRP TOILET #2 CT1 FF CT2 FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST /GWB /SSP PT2 /FF EXIST PT2 EXIST PT 8' -0" 2114 FAMILY WAITING EXIST, 7 EXIST /RB* -/FF EXIST PT 1EXIST EXIST /GWB PT, 8 GWB PT EXIST EXIST, 9 8' -6" *NEW BASE @ NEW GWB 2215 VISITOR TOILET 1EXIST EXIST/* GWB PT2 1EXIST EXIST EXIST EXIST 8' -0" *REMOVE/REINSTALL AS NECESSARY- NUMBER ROOM NAME FLOOR BASE N. WALL MTL I FIN E. WALL S. WALL I W. WALL CEILING REMARKS MTL FIN MTL _ FIN MTL FIN MTL FIN MTL FIN MTL I FIN HT 3001 MECH. 0. EXIST EXIST, 3 EXIST J EXIST, 3 EXIST EXIST JOTS 3002 STAIR B W EXIST p GWB, 3 IPT JGWB IPT GWB IPT JGWB IPT EXIST JOTS 30031 ELEVATOR LOBBY EXIST, 2 EXIST, 3 IPT JEXIST EXIST,3 IPT JEXIST EXIST 8' -0" ROOM SCHEDULE NOTES: I. PAINT/PATCH DRAPE POCKET /SOFFIT, 2. REMOVE BASE AS REQ'D, REINSTALL. 3. PATCH/REPAIR/SKIM COAT ENTIRE WALL/EXTEND FINISH a WINDOW OR DOOR OPENING - PAINT ENTIRE WALL CORNER TO CORNER 4. PATCH/REPAIR/SKIM COAT ENTIRE WALL/PAINT CORNER TO CORNER 5. NEW FLOORING AT WINDOW OPENING. 6. NEW BASE a WINDOW OPENINCs. 1. REMOVE FLOORING AS REQ'D FOR EXECUTION OF WORK REINSTALL. S. SEE WALL SECTIONS AND DETAILS FOR EXTENT OF NEW GWB/EXIST TO REMAIN. PAINT ENTIRE WALL, CORNER TO CORNER ABREVIATIONS: ACT -2 WASHABLE CPT CARPET FF FACTORY FINISH OTS OPEN TO STRUCTURE PT -2 EPDXY PAINT R5 RUBER BASE CT CERAMIC TILE SSP SOLID SURFACE SHOWER WALL PANELS RICE ARCHITECTURE &PLANNING MI% L' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT C STATE OF WASHINGTON ILj W wn O�/ Y. a W 0. O J W Z W p .1-0 V Z •� N ■ W O a M 0� U _ O a W 2 Z �O N�/I Y. W ILL ILL W PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Schedules SHEET: Al 2sl 2001 FIRE RESIS' FIRE RESISTANCE DIRECTORY (BXRH) Perimeter Fire Containment Systems (XHDG)— Continued mg ar cementittous backer units and meeting the requirements of local code agencies. Brick veneer wall attached to studs with cor- rugated metal wall ties attached to each stud with steel screws. g, sating System— The sating system shall incorporate the following construction features: A. Forming Material'— Nom 4 pcf density mineral wool halt insu- lation. Batt seebons to be cut to a nun width of 4 in, and stacked to a thickness which is 20 reent greater than the width of linear Conthe gypsum sheathing and the edge of the concrete floor. The forming material is compressed and inserted cut -edge- first into linear gap between edge of floor slab and sheathing material such that its top surface is Flush with the top surface of the Floor assembly. LengOi of batt to be equal to on- center spac- ing of steel studs such that it is friction- fitted between studs and mounting angles without seams Additional pieces of mineral wool batt to be stuffed inside the channel of each steel stud throughout the thickness of the forming material. THERMAFIBER L L C —SAF B. Fill, Void or Cavity Material* — Min 1 /8 im wet thickness of fill material spray - applied over top of forming material and lapping mm 1/2 in. onto the top surface of the floor and onto the gyp- sum sheathin and steel studs. SPECIFIED TECHNOLOGIES INC — SpecSeal AS200 F.las- tomeric Spray "Bearing the UL Classifica bon Mark System No. CW -S -2001 Integrity Rating — 2 Hr Insulation Rating — 3(4 Hr Linear Opening Width — 8 In, Max 1E, Igy ,0 a ._ --e ' J J, L Floor Assembly — Mtn 5 in thick reinforced lightweight or normal weight (100 -150 pcf) structural concrete. Perimeter of floor assembly to be provided wit 4 by 4 by 114 in thick cast -in -place structural steel angle for weld- atiacliment of mullion mounting angles (item 2A). 2, Curtain Wall Assembly— The curtain wall assembly shall incorporate the following construction features: A. Mullion Mounting Angles— Min 5 in, long angles with one nom 4 in, leg for attachment to edge of floor assembly and with one leg approx 2 in. longer than distance to nearest face of mul- lion Angles to be [armed of thin 1/4 in thick steel. Angles welded to steel an at edge of floor assembly ([tern 1) on each side of vertical mullion (Item 2B) at each floor level. Top edge of each angle to be recessed 1 to 2 in below top surface of floor. B Framing— The rectangular tubing mullions (vertical members) and transoms (horizontal members) shall be rein 2 -1 /2 m. wide by 4-1/2 nn, deep and shall be tormed from min 0.100 iii- cluck aluminum. Mullions spaced max 60 in. OC and secured to steel angles (Item 2A) at each floor level with two 3/8 -16x4 in. long ex head steel bolts in conjunction with anchor sleeves Interior face of mullions to be max 8 in, from edge of floor assembly Transoms to be spaced min 72 In OC Transom above Perimeter joint system to be located such that its bottom surface is a height of 33 in. above the top surface of the floor (Item 1). LOOK FOR THE UL M rANCE DIRECTORY FIRE RESISTANCE DIRECTORY (BXRH) 1285 Perimeter Fire Containment Systems (XHDG)- Continued C Spandrel Panels— Nom 1/4 in thick opaque heat - strengthened glass. Each panel secured in positron with aluminum retainers in conjunction with glazing gaskets and steel screws. O Impaling Pins — Min 4-1/2 in- long 12 gauge steel pins swaged to nom 2 by 2 by 2 in, long galy steel angle- Steel angle screw - attached to mullions and transoms with No- 12 steel screws Impaling pins to be located in each corner and spaced max 12 m OC around perimeter of each spandrel panel. Leg of steel angle provided with impaling pin to be recessed 2 in from interior face of training such that curtain wall insulation (lietn 2E) is flush with interior face of frarr ng, E. Curtain Wall insulation * — Min 2 in, thick mineral wool batt insulation, unlaced or faced on one side with aluminum foil/ scrim vapor retarder, supplied in nom 36 in. wide batts- Insula- fion batts installed over entire interior surface of curtain wall. insulation bates to be installed with no vertical seams and with horizontal seams spaced min 36 in. OC. Insulation panels tightly - fitted between vertical mullions and impaled on pins (item 2D), Bush with interior surface of framing, and secured in position with min 1 -1 /2 in. dram steel clinch shields. The horizontal seam between insulation panels shall be located 3 in. below the top plane of the Hour at each floor level. THERMAFIBER L L C — FIRESPAN insulation F. Stiff Back Angle -- Nom 1-1/2 by 1 -1/2 in. angle formed of Tom 20 gauge galy steel to be installed to stiffen curtain wall insula- tion between vertical mullions at safng joint. Ends of stiff back angle secured to angle attadunent clips (Item 2G) with steel screws. Horizontal leg of stiff back angle to be located at mid - height of forming material (Item 3B)• Vertical leg of stiff back angle to be recessed from interior face of mullion to accommu- date thickness of curtain wall insulation (Item 2E) . G. Angle Attachment Clip— Nom 1.1/2 by 1 -112 by 1 -112 in. long angle formed of min 20 gauge gale steel Angle attachment clips welded or screw- attached to mullion mounting angles (Item 2A) for attachment of stiff back angles (Item 2F) H. Framing Covers — Curtain Wall Insulation* — Min 8 in. wide strips cut from the same nom 2 in, thick mineral wool batt insula- tion used for the curtain wall insulation (Item 2E). Framing cov- ers to be centered over mullions and transoms and impaled on the same pins used to secure the curtain wall insulation and secured in position wiht steel clinch shields. THERMAFIBER L L C— F62ESPAN Insulation 3. Perimeter Fire Containment System— The perimeter fire con - tamment system shall incorporate the following construction fea- tuns A. Support Clips— Z- shaped clips farmed from 1 im wide strips of 20 ga galv steel. Clips to be 3 in, high with 2 in. and 3 in• upper and lower horizontal legs, respectively. The 3 in. horizontal leg is to be impaled into edge of forming material (Item 36) at its mid - depth and the 2 m horizontal leg is to rest on top surface of floor. Safing clips to be located adjacent to mullion mounting angles (Item 2A) and spaced max 12 in. OC along perimeter of floor assembly. B. Forming Material* — Nom 4 in. thick, nom 4 pcf density min- eral wool batt insulation. Batt sections to be cut to a width approx 25 percent greater than width of perimeter joint and compression -fitted into perimeter joint such that its top surface is recessed 1 in. from top surface of floor assembly. Length of ban to be equal to on center spacing of mullions such that it is friction -fitted between mullions without seams. Additional pieces of forming material to be friction -fitted Into spaces between mul- lion mounting angles at each mullion location. THERMA FIBER L L C —Type SAF C. Fill, Void or Cavity Material * — Min 1 in. thickness of 611 mate- rial installed atop forming material, flush with top surface of floor assembly, Dry nix or ready -imx material. Dry mix material mixed with water in accordance with the accompanying imitalla- tion instructions. UNITED STATES GYPSUM CO —Types FC, RFC *Bearing the UL Classification Mark ARK ON PRODUCT CEMENT FIBER BOARD PANEL SYSTEM o/ WEATHER RESISTANT BARRIER o/ 5/8' TYPE 'X' GYPSUM SHEATHING b' MTL. STUD 0 16' O.C. W/ R -19 BATT INSULATION NEW ALUM. FRAMED INSULATED WINDOW, SEE WINDOW DETAILS 1 PLASTIC LAMINATE SILL BELOW, SEE WINDOW DETAILS NEW (U LAYER OF 5/8" TYPE'X'GWB O/ (U LAYER DENSGLASS O/ NEW STUD FRAMING IPFILL BETWEEN EXISTING o HEAD AND SILL TRACKS - ROOM SIDE Q TO ALIGN WITH EXISTING FRAMING - TYPICAL AT EXTERIOR WALL— (2) LAYERS OF 5/8' TYPE 'X' GWB. SEE SHEET A33 FOR ROOMS E LOCATION OF DOUBLE LAYERS OF GWB Wall Di SCALE: 11/2' r NOTE: ANCHOR STRIP MUST EXTEND TO AND BE SECURED TO FIRST STUD BEYOND OUTER MOST SCREW (TOGGLE BOLT, ETC) USED IN ANCHORING CABINET OR EQUIPMENT. CONT 6"x 1/2 "x 18 GA ANCHOR STRIP. CUT AND FLATTEN ° FLANGE AS INDICATED (OR REMOVE FLANGE TABS) AND - SECURE TO STUDS (2 MIN). 10 FLAT HEAD SHEET METAL SCREWS METAL STUD 0 { .l.4- �r���•!- +•..,` � ' �Ot' 4ir - ---- L-QE C�QL JqF I E ; ), OF COL x�i»LD 5 Sk -/� TO M _- -aFoL. tUl�x3 f .. P.O* CONG r Of .W2 �xCp a �3 *Brun NV � 1 t ��■ is�llill■l >� lei mmesnow ^� , t t I � i l $5.1 II =1x44 1 -- i .ii% �y \I will )G' 1 i (U LAYER OF 5/8' TYPE 'X' GWB FOR DRAFTSTOP TO UNDERSIDE OF ROOF DECK, TYP. EXISTING STEEL COLUMN NEW 3 1/2' METAL STUDS FRAMING FOR COLUMN FURRING NEW SOUND BATT INSULATION (1) LAYERS OF 50 TYPE 'X' GWB. SEE SHEET A33 FOR ROOMS 4 LOCATION OF DOUBLE LAYERS OF GWB CEMENT FIBER BOARD PANEL SYSTEM o/ WEATHER RESISTANT BARRIER o/ 5/8' TYPE 'X' GYPSUM SHEATHING 6' MTL. STUD a 16' O.G. W/ R -19 BATT INSULATION NEW ALUM. FRAMED INSULATED WINDOW, SEE WINDOW DETAILS X a (D LAYER OF 5/8' TYPE 'X' GWB FOR DRAFTSTOP TO UNDERSIDE OF ROOF DECK, TYP. lU LAYER OF 5/8' TYPE 'X' GWB FOR DRAFTSTOP TO UNDERSIDE OF ROOF DECK - INSTALL FROM BUILDING EXTERIOR NEW SOUND BATT INSULATION (1) LAYERS OF 5/8' TYPE 'X' GWB. SEE SHEET A33 FOR ROOMS 4 LOCATION OF DOUBLE LAYERS OF GWB EXTEND (1) LAYER OF 5 /8 "TYPE'X'GW5 FROM FLOOR TO STRUCTURE ABOVE TO WIDE HORIZONT /' CEMENT PLASTER o/ WEATHER K5ISTA BARRIER o/ 5/8' TYF SHEATHING 6' MTL. STUD is 16' O. W/ R -19 BATT INSULA' NEW ALUM. FRAMED INSULATED WINDOW, SEE WINDOW DETAIL; BELOW, SEE WINDOW DETAILS w COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 57V01 $7VLy Ft,rf�tf tNlr .*�T' wlNtDor,1 > YS7t' 1• W1 CH) D1zst/� r.�s To At . DFCe P -xl sn Nb DF. -�.k ` T°j'j tnly w T ■e 6rxr St37-h'3 t? � �� D s�n�ws 6A Ar-JD s or�l'Tfz �ICK�� A 3a ✓E GerA-/NU - 6007- 2i o - y3 600_5 137 - 'Y3 LO HAW rve 1010 SGT e Ar 0 77P �a� s 137- `/3 070,9s a+ 16 `O C 7I GLLP 12 &A x vr7xa�G" I'll, 5taz cJS 1� eoAw, PO 7-6 6TUD lisvcri -srvp Skw1�5. 1 ,• wELD 1R"L) LO G4fp f 57VD1 TO Sic7cL A)677,:,' PZOU 1 C'& PO-✓EZ-C er)ij /CGS C 7 =0° WIC)o s ZrIfA,6c a*09 577J,P_�' ©pr,,1U /a6,5 7 ",0 To 140=6 wrdPO- 15k.,,Zl Project �f�Gf250r� {�JS�JC7 Z. i G,JrJtJ/}7_70/ Designed By: Date: 9 &0J4215—_ Project No. Client: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 P• 206/343 -0460 • F 206/343 -5691 of COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING GJT -Fq. Sh� 7 DomV 4;e, AM iA)6- �. ram 14 o� F,iyµQ., E'P ZYN I N 12" Do /JOT Mo�iFi' 6X, BEgtvI eVA&), Sk -I Project Jr ` r Designed By: IUJ�� Date: BIro/OJ Project No. Client Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEAT ME, WA 98101 P. 206/343.0460 - F• 2061343-5691 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT CH L L. Mc STATE OF WASHINGTON i W O l^ W am O J W W � V Z •� t D ■ ;a c I ■ s �; W tin � M O Q CO H V t: _ 0 I— I. aJLU OZiLAW um W PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Schedules & Details SHEET' — PLASTIC LAMINATE SILL BELOW, SEE WINDOW DETAILS 111'i NEW (1) LAYER OF 5/8" TYPE'X'GWB O/ (1) LAYER DENEGLASS O/ NEW STUD FRAMING INFILL BETWEEN EXISTING HEAD AND SILL TRACKS - ROOM SIDE 11 a TO ALIGN WITH EXISTING FRAMING - TYPICAL AT EXTERIOR WALL r r (2) LAYERS OF 5/8' TYPE 'X' GAB. SEE SHEET A33 FOR ROOMS 4 LOCATION OF DOUBLE LAYERS OF GWB X a (D LAYER OF 5/8' TYPE 'X' GWB FOR DRAFTSTOP TO UNDERSIDE OF ROOF DECK, TYP. lU LAYER OF 5/8' TYPE 'X' GWB FOR DRAFTSTOP TO UNDERSIDE OF ROOF DECK - INSTALL FROM BUILDING EXTERIOR NEW SOUND BATT INSULATION (1) LAYERS OF 5/8' TYPE 'X' GWB. SEE SHEET A33 FOR ROOMS 4 LOCATION OF DOUBLE LAYERS OF GWB EXTEND (1) LAYER OF 5 /8 "TYPE'X'GW5 FROM FLOOR TO STRUCTURE ABOVE TO WIDE HORIZONT /' CEMENT PLASTER o/ WEATHER K5ISTA BARRIER o/ 5/8' TYF SHEATHING 6' MTL. STUD is 16' O. W/ R -19 BATT INSULA' NEW ALUM. FRAMED INSULATED WINDOW, SEE WINDOW DETAIL; BELOW, SEE WINDOW DETAILS w COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 57V01 $7VLy Ft,rf�tf tNlr .*�T' wlNtDor,1 > YS7t' 1• W1 CH) D1zst/� r.�s To At . DFCe P -xl sn Nb DF. -�.k ` T°j'j tnly w T ■e 6rxr St37-h'3 t? � �� D s�n�ws 6A Ar-JD s or�l'Tfz �ICK�� A 3a ✓E GerA-/NU - 6007- 2i o - y3 600_5 137 - 'Y3 LO HAW rve 1010 SGT e Ar 0 77P �a� s 137- `/3 070,9s a+ 16 `O C 7I GLLP 12 &A x vr7xa�G" I'll, 5taz cJS 1� eoAw, PO 7-6 6TUD lisvcri -srvp Skw1�5. 1 ,• wELD 1R"L) LO G4fp f 57VD1 TO Sic7cL A)677,:,' PZOU 1 C'& PO-✓EZ-C er)ij /CGS C 7 =0° WIC)o s ZrIfA,6c a*09 577J,P_�' ©pr,,1U /a6,5 7 ",0 To 140=6 wrdPO- 15k.,,Zl Project �f�Gf250r� {�JS�JC7 Z. i G,JrJtJ/}7_70/ Designed By: Date: 9 &0J4215—_ Project No. Client: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 P• 206/343 -0460 • F 206/343 -5691 of COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING GJT -Fq. Sh� 7 DomV 4;e, AM iA)6- �. ram 14 o� F,iyµQ., E'P ZYN I N 12" Do /JOT Mo�iFi' 6X, BEgtvI eVA&), Sk -I Project Jr ` r Designed By: IUJ�� Date: BIro/OJ Project No. Client Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEAT ME, WA 98101 P. 206/343.0460 - F• 2061343-5691 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com 4500 REGISTERED ARCHITECT CH L L. Mc STATE OF WASHINGTON i W O l^ W am O J W W � V Z •� t D ■ ;a c I ■ s �; W tin � M O Q CO H V t: _ 0 I— I. aJLU OZiLAW um W PROJECT #: 2003124.00 BID SET ISSUED: August 26, 2005 REVISIONS: Schedules & Details SHEET' a 0 N N O 0 N O P 3 a 0 0 U N O O v O nl N V w a �a MECHANICAL LEGEND GENERAL SHEET TITLE PIPING SYSTEMS MO.2 DUCTWORK MO.3 T.A.B. ROOM SCHEDULES SYMBOL ABBREVIATION DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION DEVICE ABBREVIATION DESCRIPTION T.A.B. MAIN FLOOR PLAN AFF ABOVE FINISHED FLOOR - - - CW COLD WATER LOWER AND MAIN FLOOR PLUMBING PLANS AND DETAILS P1.2 UPPER FLOOR PLUMBING PLANS AND DETAILS Z C - -- -- - -- HW HOT WATER VD MANUAL VOLUME DAMPER � BTU BRITISH THERMAL UNIT JC m ■ •� C I °; - -- - -- HWC HOT WATER RECIRCULATION oC ACD AUTOMATIC CONTROL DAMPER DEC F DEGREE FARENHEIT - -- NP - -- NP NON- POTABLE COLD WATER = C F7 J Q IAD AD ACCESS DOOR ON SIDE OF DUCT H HOUR - -- TP - TP TRAP PRIMER AD ORL ORL OVERFLOW RAINLEADER ® AD ACCESS DOOR IN PLAN IN INCH � RL RL RAINLEADER I U (HOT WATER) (STEAM) HEATING COIL -- - - - - - - V VENT HC HEATING COIL D D INDIRECT DRAIN LINE rL CENTERLINE FLEXIBLE CONNECTION HWS HWS HOT WATER SUPPLY / ITEM TO BE REMOVED - - -HWR- - - HWR HOT WATER RETURN 0 PIPE UP AND DOWN (SINGLE LINE) - - -GLR- - - GLR GLYCOL RETURN GLS GLS GLYCOL SUPPLY FLEXIBLE DUCT G PIPE DOWN (SINGLE LINE) CHS CHS CHILLED WATER SUPPLY CD CEILING DIFFUSER DOUBLE LINE PIPE ELBOW UP - - -CHR- - - CHR CHILLED WATER RETURN -S (CFM. SUPPLY) DOUBLE LINE PIPE ELBOW DOWN HPS HPS HIGH PRESSURE STEAM (FOR MULTIPLE CG RETURN /EXHAUST GRILLE PRESSURE SYSTEMS, HPS100 INDICATES 100 PSI, (OR REGISTER CFM, E: EXHAUST, EXISTING WORK HPS30 INDICATES 30 PSI, ETC.) A R: RETURN) - - -LCR- - - LCR LOW PRESSURE CONDENSATE RETURN 124 TVE TURNING VANE ELBOW NEW WORK P -1 PLUMBING SYMBOL - - - SV - - - SV SAFETY VALVE VENT SINGLE LINE DOUBLE LINE DESCRIPTION M -1 MECHANICAL SYMBOL 0 POC POINT OF CONNECTION VALVES & FITTINGS ROUND DUCT UP (SUPPLY /EXHAUST /RETURN) 0 DIA DIAMETER OR ROUND SYMBOL ABBREVIATION DESCRIPTION C ROUND DUCT DOWN (SUPPLY /EXHAUST /RETURN) FLOW DIRECTION 0 SF SQUARE FOOT /FEET -�— TRANSITION (ROUND TO ROUND/ RECTANGULAR _ PITCH DIRECTION TO RECTANGULAR) OE EXIST EXISTING (HIGH POINT TO LOW POINT) TRANSITION (RECTANGULAR TO ROUND) --�I�— UNION QT TEMPERATURE SENSOR —H — FLANGE CB CATCH BASIN CAP RADIUS ELBOW ♦ AAV AUTOMATIC AIR VENT DETAIL NUMBER 1 4 MAV MANUAL AIR VENT 4M DETAIL TAG V FUNNEL -1 M -1 SHEET(S) WHERE O RD ROOF DRAIN DETAIL IS TAKEN FROM SHEET WHERE DETAIL IS LOCATED ORD OVERFLOW ROOF DRAIN JOO AIR MOVING DEVICES & COMPONENTS VTR VENT THROUGH ROOF DEVICE DESCRIPTION SECTION LETTER GV GATE VALVE A CKV CHECK VALVE ni HEPA NEGATIVE AIR UNIT SECTION TAG SHEET(S) WHERE BV BALL VALVE SECTION IS TAKEN FROM SHEET WHERE BALANCING VALVE (PI INDICATES CENTRIFUGAL FAN SECTION IS LOCATED PRESSURE INDEPENDENT) CIRCUIT BALANCING VALVE II HEDV HOSE END DRAIN VALVE HB HOSE BIBB STOP VALVE LEGEND SHEET TITLE MO.1 LEGEND ABBREVIATIONS AND SYMBOLS MO.2 T.A.B. ROOM SCHEDULES MO.3 T.A.B. ROOM SCHEDULES MO.4 T.A.B. ROOM SCHEDULES MO.5 SCHEDULES (EXISTING) MO.6 DETAILS MO.7 T.A.B. LOWER FLOOR PLAN MO.8 T.A.B. MAIN FLOOR PLAN MOA T.A.B. UPPER FLOOR PLAN MO.10 T.A.B. ENLARGED PLANS P1.1 LOWER AND MAIN FLOOR PLUMBING PLANS AND DETAILS P1.2 UPPER FLOOR PLUMBING PLANS AND DETAILS Z FILENAME: MUSTALS RICE ARCHITECTURE & PLAN NIN0 MILL 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notki n mAchanical engineers www.notlun.us telephone: 206.448.1911 f=imile:206.448,9485 MAtropolitan Park West 1 100 Ohve Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkln #: 204002 f W 1 0 0M W om 0 Z C W p a-+ Z C a_ L i � JC m ■ •� C I °; LU ■ t 4A c oC `r c V OMOl.- v = C F7 J Q W Z 0 ILA W LL UL W PERMIT SET ISSUED: August 15,2005_ REVISIONS: SYMBOLS ABBREVIATIONS LEGEND SHEET: M0,1 �1) AIR CHANGE QUANTITIES & PRESSURE RELATIONSHIPS USED IN THIS PRESSURIZATION CALCULATION ARE TAKEN FROM THE WASHINGTON STATE DEPARTMENT OF HEALTH HOSPITAL LICENSING REGULATIONS USING THE MINIMUM AIR CHANGES OF OUTDOOR AIR LISTED IN CHAPTER 246 -320 WAC, TABLE 525 -3. (2) INTO ROOM = ( -) M N O N N M O O N N N O P 3 a N 0 U N O O V O nl r U O tt a /y ROOM PRESSURIZATION SCHEDULE - MAIN LEVEL AHU -2 ROOM PRESSURIZATION SCHEDULE - LOWER LEVEL AHU -1 Room Number Room Name Room Room Room Ceiling Code Air Code OSA Code Code OSA Code Air Final Final Final Infill/ Room Classification Basis Z Number Name Area (SF) Height (FT) Change Change Press Change Change Supply Return Exhaust Exfill WAC, AIA or ASHRAE 8 4 2 - 30 60 85 0 CFM ) (CFM) (CF M) CFM) (CFM) (CFM) (equivalent room types) 4 2 - 20 40 100 100 0 0 Staff Office 1007 DARK ROOM A 85 8 10 2 001A STORAGE 28 8.5 NA 0 NA 0 0 1 0 0 0 0 Storage - 002 PHYSICAL THERAPY 1963 12 1 6 2 NEG 785 2356 2356 2236 200 -80 Physical Therapy 21 64 PHYSICAL THERAPY CORRIDOR 560 8.5 4 2 - 159 317 250 0 0 250 Corridor 277 003 CR /DE OFFICE 120 8.5 4 2 - 34 68 240 240 0 0 1 Staff Office 220 004 PULMONARY OFFICE 110 8.5 4 2 - 31 62 240 0 0 240 Staff Office 0 005 STAFF OFFICE 322 8.5 4 2 - 91 182 520 660 0 -140 Staff Office 1000 006 OFFICE 104 8.5 4 2 - 29 59 100 0 0 100 Staff Office 0 007 STAFF LOUNGE 195 8.5 1 4 2 - 55 111 140 0 0 140 Staff Office Patient Toilet 008 CONE 286 8.5 4 2 - 81 162 1 340 340 0 0 Staff Office 1017 009 ELECT. ROOM 96 8.5 4 0 - 0 54 135 0 0 135 Electrical Room CONTROL AREA 010 HYDROTHERAPY 156 8.5 6 2 NEG 44 133 135 0 270 -135 Hydrotherapy 512 011 RR 96 8.5 10 0 NEG 0 136 50 0 160 -110 Patient Toilet 9 012 RR 72 8.5 10 0 NEG 0 102 50 0 160 -110 Patient Toilet 6 013 SHOWER 77 8.5 10 0 NEG 0 109 40 0 125 -85 Patient Bathing 2 014 LAB 112 8.5 6 2 NEG 32 95 75 0 0 75 Lab General NEG 015 RECEPT. 210 8.5 4 2 - 60 119 600 0 0 600 Staff Office 24 016 WAITING 210 8.5 4 2 - 60 119 0 0 0 0 Waiting 67 017 TRACTION 153 8.5 4 2 POS 43 87 100 0 0 100 1 Patient Room 018 TREATMT. 132 8.5 6 2 POS 37 112 115 0 0 115 Treatment Room 020 TREATMT, 90 8.5 6 2 POS 26 77 75 0 0 75 Treatment Room 021 TREATMT. 90 8.5 6 2 POS 26 77 75 0 0 75 Treatment Room 022 TREATMT. 90 8.5 6 2 POS 26 77 75 0 0 75 Treatment Room 023 TREATMT. 90 8.5 6 2 POS 26 77 75 0 0 75 Treatment Room 024 SPEECH THERAPY 70 8.5 6 2 POS 20 60 65 0 0 65 Exam Room 025 OCCUP. THERAPY 100 8.5 6 2 POS 28 85 105 0 105 0 Exam Room 030 CORRIDOR NORTH 280 8.5 4 2 - 79 159 225 0 0 225 Corridor 031 VESTIBULE EAST NA 12 4 2 - - - 0 0 0 0 Corridor 032 & 038 LOBBY & CORRIDOR EAST 1383 12 4 2 - 553 1106 1800 1500 0 300 Corridor 033 RECEPTION 282 12 4 2 - 113 226 0 0 0 0 Staff Office 034 VESTIBULE NORTH 72 12 4 2 - 29 58 0 0 0 0 Corridor 035 MEN'S RESTROOM 185 8.5 10 0 NEC 0 262 100 0 320 -220 Patient Toilet 036 WOMEN'S RESTROOM 185 8.5 10 0 NEG 0 262 100 0 320 -220 Patient Toilet 037 VESTIBULE SOUTH 36 12 4 2 - 14 29 0 0 0 0 Corridor 039 CORRIDOR SOUTH 120 8.5 4 2 - 34 68 0 480 0 -480 Corridor 040 ELEVATOR LOBBY 448 1 8.5 4 2 - 127 254 440 440 0 0 Corridor 041 GIFT SHOP 325 8.5 4 2 - 92 184 200 270 0 -70 Staff Office 042 GIFT SHOP STORAGE 120 8.5 NA 0 NA 0 0 70 0 0 70 Storage 043 SERVICE CORRIDOR 528 8.5 4 2 - 150 299 200 0 0 200 Corridor 044 STAFF TOILET 72 8.5 10 0 NEG 0 102 0 0 100 -100 Patient Toilet 045 JANITOR CLOSET 54 8.5 10 0 NEG 0 77 0 0 65 -65 Janitor Closet 046 PURCHASING STORAGE 162 8.5 NA 0 NA 0 0 170 190 0 -20 Storage 047 HOUSEKEEPING STORAGE 120 8.5 NA 0 NA 0 0 150 75 0 75 Storage 048 CONFERENCE ROOM 391 8.5 4 2 - 111 222 0 0 0 0 Staff Office 049 TELE CLOSET EAST 54 8.5 NA 0 NA NA NA 480 480 0 0 Equipment Storage 050 ELECTRICAL ROOM N 288 8.5 4 0 - 0 163 730 730 0 0 Electrical Room 051 ELECTRICAL ROOMS 289 8.5 4 0 - 0 164 790 790 0 0 Electrical Room 052 HALLWAY 234 8.5 4 2 - 66 133 0 0 0 0 Corridor 053 BOTTLED GASES 154 8.5 NA 0 NA 0 0 0 0 0 0 Storage 059 MACHINE ROOM 130 8.5 NA 0 NA 0 0 2340 2340 0 0 Machine Room 061 OFFICE 166 8.5 4 2 - 47 94 100 0 0 100 Staff Office 064 WHEELCHAIR ALCOVE 72 8.5 NA 0 NA 0 0 0 0 0 0 Storage 065 TELE CLOSET WEST 75 1 8.5 NA 0 NA NA NA 0 0 0 0 Equipment Storage 066 CLOSET 21 8.5 NA 0 NA 0 1 0 0 0 0 0 Closet 068 PHYSICAL PLANT 1026 8.5 NA 0 NA 0 0 0 0 0 0 Physical Plant 069 STEAM GENERATOR ROOM 60 8.5 NA 0 NA 0 0 75 0 0 75 NA 069R RECEIVING 280 8.5 NA 0 NA NA NA 0 0 0 0 Receiving Storage 070 SUPPLY 665 8.5 NA 0 NA 0 0 480 480 0 0 Storage 071 CLEAN SUPPLY 856 8.5 4 2 POS 243 485 600 530 0 70 Clean Utility 072 PURCHASE OFFICE 150 8.5 4 2 - 43 85 370 370 0 0 Staff Office 073 OFFICE 120 8.5 4 2 - 34 68 200 200 0 0 Staff Office 0 0 60 -60 Patient Toilet 1083 CORRIDOR 10 9 4 2 - 3 6 75 0 0 75 Corridor 1084 TOILET 45 8 10 0 NEG 0 60 FILENAME: ROOM PRESSURIZATION4.XLS 0 60 �1) AIR CHANGE QUANTITIES & PRESSURE RELATIONSHIPS USED IN THIS PRESSURIZATION CALCULATION ARE TAKEN FROM THE WASHINGTON STATE DEPARTMENT OF HEALTH HOSPITAL LICENSING REGULATIONS USING THE MINIMUM AIR CHANGES OF OUTDOOR AIR LISTED IN CHAPTER 246 -320 WAC, TABLE 525 -3. (2) INTO ROOM = ( -) M N O N N M O O N N N O P 3 a N 0 U N O O V O nl r U O tt a /y ROOM PRESSURIZATION SCHEDULE - MAIN LEVEL AHU -2 Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change CFM) Code Air Change (CFM ) Final Supply (CFM) Final Return (CFM ) Final Exhaust (CFM) Infill/ Exfill (CFM) Room Classification Basis WAC, AIA or ASHRAE (a uivalent room types) Z W p a-+ Z � C 1005 VESTIBULE 112 8 4 2 - 30 60 85 0 0 85 Corridor 1006 MANAGERS OFFICE 75 8 4 2 - 20 40 100 100 0 0 Staff Office 1007 DARK ROOM A 85 8 10 2 NEG 23 113 180 0 250 -70 Dark Room 1008 MAMMOGRAPHY 140 9 6 2 - 42 126 330 330 0 0 Mammography 1009 MAMMO ED 80 8 6 2 - 21 64 210 210 0 0 Mammography 1010 CORRIDOR 520 8 4 2 - 139 277 85 610 0 -525 Corridor 1011 NUCLEAR MEDICINE 235 9 6 2 NEG 71 212 220 0 290 -125 Nuclear Medicine (3) 1012 TOILET 35 8 10 0 NEG 0 47 0 0 55 -55 Patient Toilet 1013 HOT LAB 55 9 6 2 NEG 17 50 700 0 1000 -300 Nuclear Medicine 1014 RADIOLOGIST OFFICE 85 8 4 2 - 23 45 190 190 0 0 Staff Office 1015 TOILET 80 8 10 0 NEG 0 107 0 50 105 -155 Patient Toilet 1016 ULTRASOUND 145 9 6 2 - 44 131 135 80 0 -50 CT SCAN (3) 1017 WAITING ROOM 200 8 4 2 - 53 107 380 0 0 380 Staff Office 1019 CONTROL AREA 225 9 4 2 - 68 135 240 240 0 0 Staff Office 1020 FILM STORAGE 512 9 4 2 - 154 307 310 240 0 70 Staff Office 1021 TECH AREA 235 9 4 2 - 71 141 145 130 0 15 Staff Office 1022 RADIO /FLUOROSCOPY 365 9 6 2 - 110 329 940 940 0 0 Fluoroscopy 1023 DARK ROOM B 75 8 10 2 NEG 20 100 110 0 130 -20 Dark Room 1024 TOILET 50 8 10 0 NEG 0 67 40 0 70 -30 Patient Toilet 1025 DRESS ROOMS 90 8 4 2 - 24 48 60 0 0 -80 - (3) 1027 TOILET 50 8 10 0 NEG 0 67 40 0 70 -30 Patient Toilet 1028 RADIOGRAPHIC ROOM 360 9 6 2 - 108 324 570 570 0 0 MRI 1029 HALLWAY 145 8 4 2 - 39 77 240 240 0 0 Corridor 1030 STAFF TOILET 40 8 10 0 NEG 0 53 0 0 60 -60 Patient Toilet 1031 TOMOGRAPHY SCAN 425 9 6 2 - 128 383 1060 1060 0 -70 CT SCAN (3) 1032 TOILET 55 8 10 0 NEG 0 73 0 0 70 -70 Patient Toilet 1033 CORRIDOR 415 8 4 2 - 111 221 235 0 0 235 Corridor 1034 CORRIDOR NORTH 550 8 4 2 - 147 293 530 530 0 0 Corridor 1034 CORRIDOR SOUTH 550 8 4 2 - 147 293 235 600 0 -365 Corridor 1037 R.T. PULMONARY LAB 355 9 4 2 POS 1 107 213 380 310 0 70 Clean Workroom 1038 R.T. OFFICE 125 8 4 2 - 33 67 75 0 0 75 Staff Office 1040 OFFICE 85 9 4 2 - 26 51 60 60 0 0 Staff Office 1041 PHARMACY 555 9 4 2 POS 167 333 400 300 0 100 Clean Workroom 1043 IV PREP 120 9 4 2 NEG 36 72 1970 1330 750 -110 Clean Workroom 1044 GIFT SHOP 365 9 4 2 - 110 219 490 490 0 0 - 1047 WOMENS TOILET 115 8 10 0 NEG 0 153 70 0 170 -100 Patient Toilet 1048 WOMENS LOCKERS 150 8 10 0 NEG 0 200 170 0 240 -70 Locker room 1049 LOUNGE 220 9 4 2 - 66 132 200 200 0 0 - 1050 MENS LOCKER 165 8 10 0 NEG 0 220 70 0 0 70 Locker room 1051 MENS TOILET 120 8 10 0 NEG 0 160 50 0 160 -110 Patient Toilet 1052 SUBSTERILE 380 7.83 4 2 - 99 198 340 0 0 340 Corridor 1053 SUBSTERILE 645 9 4 2 - 194 387 1360 0 0 1360 Corridor 1055 JANITOR CLOSET 45 8 10 0 NEG 0 60 0 0 75 -75 Janitor Closet 1062 SUBSTERILE 595 7.83 4 2 - 155 311 610 1800 0 -1190 Corridor ETO STERILE 22 8.5 10 2 NEG 6 31 0 0 100 -100 ETO Sterilizer 1063 CENTRAL PROC. CLEAN 410 8 4 2 POS 1 109 219 790 0 600 190 Clean Workroom 1064 CENTRAL PROC. DIRTY 285 8 10 2 NEG 76 380 410 0 470 -60 Soiled Utility 1065 SOILED UTILITY 45 8 10 2 NEG 12 60 0 0 65 -65 Soiled Utility 1066 MINOR PROCEDURE 260 9 4 2 POS 78 156 325 255 0 5 Clean Workroom (3) 1067 TOILET 40 8 10 0 NEG 0 53 0 0 65 -65 Patient Toilet 1068 CORRIDOR CENTRAL 620 8 4 2 - 165 331 280 1000 0 -720 Corridor 1068 CORRIDOR EAST 550 10 4 2 - 183 367 2235 0 0 2235 Corridor 1069 SUBSTERILE 310 9 4 2 - 93 186 340 0 0 340 1070 NURSE STATION 450 9 4 2 - 135 270 325 0 0 325 Staff Office 1071 SUPERVISOR OFFICE 70 8 4 2 - 19 37 50 0 0 50 Staff Office 1072 INPATIENT RECOVERY N 280 9 4 2 POS 84 168 190 120 0 70 Patient Room 1072 INPATIENT RECOVERY S 280 9 4 2 POS 84 168 310 210 0 100 Patient Room 1073 NURSE STATION 320 9 4 2 - 96 192 0 0 0 0 Staff Office 1074 OUTPATIENT HOLDING 590 9 4 2 POS 177 354 840 630 0 90 Patient Room (3) 1075 ISOLATION ROOM 120 9 12 2 NEG 36 216 140 0 210 -125 Airborne Precaution Room (3) 1076 TOILET 40 8 10 0 NEG 0 53 0 0 55 -55 Patient Toilet 1080 OUTPATIENT RECOVERY 225 9 4 2 POS 68 135 485 0 0 485 Patient Room 1081 TOILET 45 8 10 0 NEG 0 60 0 0 60 -60 Patient Toilet 1082 TOILET 40 8 10 0 NEG 0 53 0 0 60 -60 Patient Toilet 1083 CORRIDOR 10 9 4 2 - 3 6 75 0 0 75 Corridor 1084 TOILET 45 8 10 0 NEG 0 60 0 0 60 -60 Patient Toilet 1085 MEDICINE ROOM 50 8 4 2 POS 13 27 100 0 0 100 Clean Workroom 1086 PATIENT CHANGING ROOM 105 8 4 2 - 28 56 75 0 0 15 - (3) 1088 DRESS ROOM 30 8 4 2 - 8 16 0 40 0 -40 - 1089 DRESS ROOM 30 8 4 2 - 8 16 0 40 0 -40 - 1090 CORRIDOR 295 8 4 2 - 79 157 245 0 0 245 Corridor 1091 CONSULTATION 85 9 4 2 - 26 51 100 100 0 0 Staff Office 1092 OUTPATIENT WAITING 410 9 4 2 - 123 246 400 400 0 0 - 1093 SOILED UTILITY 75 8 10 2 NEG 20 100 50 0 135 -85 Soiled Utility 1094 CLEAN UTILITY 65 8 4 2 POS 17 35 70 0 0 70 Clean Workroom 1095 CORRIDOR 295 9 4 2 - 89 177 325 1000 0 -675 Corridor 1096 EQUIP STORAGE 130 7 NA 0 NA NA NA 150 0 0 150 Storage 1097 JANITOR CLOSET 30 8 10 0 NEG 0 40 0 0 50 -50 Janitor Closet 1098 UNISEX TOILET 70 8 10 0 NEG 0 93 50 0 140 -90 Patient Toilet 1100 CORRIDOR 345 9.5 4 2 - 109 219 0 0 0 0 Corridor (1) AIR CHANGE QUANTITIES & PRESSURE RELATIONSHIPS USED IN THIS PRESSURIZATION CALCULATION ARE TAKEN FROM THE WASHINGTON STATE DEPARTMENT OF HEALTH HOSPITAL LICENSING REGULATIONS USING THE MINIMUM AIR CHANGES OF OUTDOOR AIR LISTED IN CHAPTER 246 -320 WAC, TABLE 525 -3. (2) INTO ROOM = ( -) (3) INFILL /EXFILL FIGURE FOR ROOMS ENCLOSING TOILETS INCLUDES EXHAUST FROM ASSOCIATED BATHROOM. FILENAME: ROOM PRESSURIZATION3.XLS RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notkin m6chanlW engineers www.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 M6tropolitan Park West 1100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notlun #: 204002 W 1 0 cc om W ow 0 iiiiiiiiiiij W Z W p a-+ Z � C QJ i 0 ■ t% M m ■ •� C ■ 0 C Uj 9A Q O F- U OMO t: = O J 9L Q W Z 0 tA CC W LL LL W 1 PERMIT SET ISSUED: August 15, 2005 REVISIONS: T.A.B. ROOM SCHEDULES SHEET: M0.2 ROOM PRESSURIZATION SCHEDULE - LEVEL 2 AHU -4 Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change (CFM ) Code Air Change (CFM) Final Supply (CFM) Final Return (CFM) Final Exhaust (CFM) Infill/ Exfill (CFM ) Room Classification Basis WAC, AIA or ASHRAE ((equivalent room types) 2005 WAITING 180 8.5 4 2 - 51 102 370 370 0 0 Waiting Room 2006 VISITOR TOILET 60 8 10 0 NEG 0 80 0 0 80 -80 Patient Toilet 2007 ACU ROOM #1 HOSPICE 290 9 4 2 - 87 174 660 660 0 -90 Waiting Room (3) 2008 PATIENT TOILET #1 30 8 10 0 NEG 0 40 50 0 90 -40 Patient Toilet 2009 EQUIPMENT STORAGE 55 8 NA 0 NA NA NA 40 0 0 40 Equipment Storage 2010 ACU ROOM #2 265 8.5 4 2 POS 75 150 560 490 0 30 Patient Room (3) 2011 PATIENT TOILET #2 30 8 10 1 0 NEG 0 40 0 0 40 -40 Patient Toilet 2012 ACU ROOM #6 185 8.5 4 2 POS 52 105 400 330 0 30 Patient Room (3) 2013 PATIENT TOILET #6 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2014 ACU ROOM #7 185 8.5 4 2 POS 52 105 400 330 0 30 Patient Room (3) 2015 PATIENT TOILET #7 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2016 STAFF TOILET 45 8 10 0 NEG 0 60 40 0 60 -20 Patient Toilet 2017 CONSULTATION ROOM 65 8 4 2 - 17 35 50 0 0 50 Staff Office 2018 JANITOR CLOSET 40 8 10 0 NEG 0 53 0 0 50 -50 Janitor's Closet 2019 ACU ROOM #3 265 8.5 4 2 POS 75 150 560 490 0 30 Patient Room (3) 2020 PATIENT TOILET #3 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2021 CORRIDOR 575 8 4 2 - 153 307 265 0 0 265 Corridor 2023 EQUIPMENT STORAGE 90 8 NA 0 NA NA NA 50 0 0 50 Equipment Storage 2025 ACU ROOM #8 325 8.5 4 2 POS 92 184 640 570 0 30 Patient Room (3) 2026 PATIENT TOILET #8 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2027 STORAGE 35 8 NA 0 NA NA NA 40 0 0 40 Equipment Storage 2028 CORRIDOR WEST 450 8 4 2 - 120 240 225 1260 0 -1035 Corridor 2028 CORRIDOR CENTRAL 450 8 4 2 - 120 240 230 0 0 230 Corridor 2029 DICTATION 45 8 4 2 - 12 24 40 0 0 40 Staff Office 2030 MEDICINE ROOM 60 8 4 2 POS 16 32 70 0 0 70 Clean Workroom 2031 NURSE STATION 380 10 4 2 - 127 253 580 0 0 580 Corridor 2032 ACU ROOM #4 PEDIATRIC 265 8.5 4 1 2 POS 75 150 560 490 0 0 Patient Room (3) 2033 PATIENT TOILET #4 30 8 10 0 NEG 0 40 0 0 70 -70 Patient Toilet 2034 ACU ROOM #5 ANTE 50 8 10 2 POS 13 67 75 0 0 35 Precaution Ante (3) 2035 ACU ROOM #5 ISOLATION 165 8.5 12 2 NEG 47 281 370 0 510 -140 Airborne Precaution Room 2036 PATIENT TOILET #5 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2037 CORRIDOR 265 1 8 4 2 - 71 141 230 0 0 230 Corridor 2038 ACU ROOM #9 185 8.5 4 2 POS 52 105 400 330 0 30 Patient Room (3) 2039 PATIENT TOILET #9 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2040 ACU ROOM #10 185 8.5 4 2 POS 52 105 560 490 0 30 Patient Room (3) 2041 PATIENT TOILET #10 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2042 ACU ROOM #11 185 8.5 4 2 POS 52 105 400 330 0 30 Patient Room (3) 2043 PATIENT TOILET #11 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2044 ACU ROOM #12 185 8.5 4 2 POS 52 105 400 330 0 30 Patient Room (3) 2045 PATIENT TOILET #12 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2047 ACU OFFICE 95 8 4 2 - 25 51 65 0 0 65 Staff Office 2048 ELEC CLOSET - 8 NA 0 NA NA NA 480 480 0 0 Equipment Storage 2049 TELE CLOSET - 8 NA 0 NA NA NA 330 330 0 0 Equipment Storage 2050 EQUIPMENT STORAGE 105 8 NA 0 NA NA NA 70 0 0 70 Equipment Storage 2051 SOILED UTILITY 110 8 10 2 NEG 29 147 75 0 145 -70 Soiled Utility 2066 SCU OFFICE 60 8 4 2 - 16 32 40 0 0 40 Staff Office 2067 STAFF TOILET 35 8 10 0 NEG 0 47 0 0 50 -50 Patient Toilet 2069 HALLWAY 175 8 4 2 - 47 93 220 0 0 220 Corridor 2070 SCU ROOM #1 165 8.5 4 2 POS 47 94 250 170 0 40 Patient Room (3) 2071 SCU TOILET #1 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2072 SCU ROOM #2 160 8.5 4 2 POS 45 91 280 210 0 20 Patient Room (3) 2073 SCU TOILET #2 40 9 10 0 NEG 0 60 50 0 100 -50 Patient Toilet 2074 2075 SCU ROOM #3 SCU ROOM #4 170 170 8.5 8.5 4 4 2 2 POS POS 48 48 96 96 270 270 200 200 0 0 20 20 Patient Room (3) Patient Room (3) 2076 SCU TOILET #3 40 9 10 0 NEG 0 60 50 0 100 -50 Patient Toilet 2077 SCU ROOM #5 160 8.5 4 2 POS 45 91 290 220 0 20 Patient Room (3) 2078 SCU ROOM #6 170 8.5 4 2 POS 48 96 220 145 0 35 Patient Room (3) 2079 SCU TOILET #4 35 8 10 0 NEG 0 47 0 0 40 -40 Patient Toilet 2081 NURSE STATION 390 8 4 2 - 104 208 220 0 0 220 Corridor 22082 HALLWAY 270 8 4 2 - 72 144 220 0 0 220 Corridor 2083 STAFF CONFERENCE 185 8 4 2 - 49 99 290 290 0 0 Staff Office 2084 SOILED UTILITY 55 8 10 2 NEG 15 73 50 0 125 -75 Soiled Utility 2085 MEDICINE ROOM 55 8 4 2 POS 15 29 70 0 0 70 Clean Workroom 2086 CLEAN UTILITY 85 8 4 2 POS 23 45 100 0 0 100 Clean Workroom (1) AIR CHANGE QUANTITIES & PRESSURE RELATIONSHIPS USED IN THIS PRESSURIZATION CALCULATION ARE TAKEN FROM THE WASHINGTON STATE DEPARTMENT OF HEALTH HOSPITAL LICENSING REGULATIONS USING THE MINIMUM AIR CHANGES OF OUTDOOR AIR LISTED IN CHAPTER 246 -320 WAC, TABLE 525 -3. (2) INTO ROOM = ( -) (3) INFILL /EXFILL FIGURE FOR PATIENT ROOMS INCLUDES EXHAUST FROM ASSOCIATED BATHROOM. a` N N N N N O O N N m h O O� 3 V M 0 / 0 U N O O C O N N W O K d /x FILENAME: ROOM PRESSURIZATION1.XLS ROOM PRESSURIZATION SCHEDULE - LEVEL 2 AHU -5 Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change CFM) Code Air Change (CFM) Final Supply (CFM) Final Return (CFM ) Final Exhaust (CFM ) Infill/ Exfill (CFM) Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) 2028 CORRIDOR CENTRAL 450 8 4 2 - 120 240 210 0 0 210 Corridor 2028 CORRIDOR EAST 450 8 4 2 - 120 240 310 1800 0 -1490 Corridor 2052 NOURISHMENT 110 8 10 2 - 29 147 70 0 200 -130 Food Prep 2053 ACU ROOM #13 185 8.5 4 2 POS 52 105 400 300 0 60 Patient Room (3) 2054 PATIENT TOILET #13 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2055 ACU ROOM #14 185 8.5 4 2 POS 52 105 400 300 0 60 Patient Room (3) 2056 PATIENT TOILET #14 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2057 ACU ROOM #15 120 8.5 4 2 POS 34 68 400 300 0 60 Patient Room (3) 2058 PATIENT TOILET #15 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2059 ACU #16 ANTE ROOM 100 8.5 4 2 POS 28 57 100 0 0 60 Ante room (3) 2060 ACU PYSCH ROOM #16 120 8.5 12 2 NEG 34 204 300 400 0 -100 Airborne Precaution Room 2061 PATIENT TOILET #16 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2062 CLEAN UTILITY 100 8 4 2 POS 27 53 70 0 0 70 Clean Workroom 2063 MEDICINE ROOM 45 8 4 2 POS 12 24 70 0 0 70 Clean Workroom 2064 LOCKERS 30 8 10 0 NEG 0 40 0 0 40 -40 Locker room 2065 CORRIDOR 250 8 4 2 - 67 133 210 0 0 210 Corridor 2083 STAFF CONFERENCE 185 8 4 2 - 49 99 290 0 0 290 Staff Office 2088 NURSE STATION 465 10 4 2 - 155 310 800 0 0 800 Corridor 2091 ACU ROOM #17 185 8.5 4 2 POS 52 105 560 460 0 60 Patient Room (3) 2092 PATIENT TOILET #17 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2093 ACU ROOM #18 185 8.5 4 2 POS 52 105 400 300 0 60 Patient Room (3) 2094 PATIENT TOILET #18 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2095 ACU ROOM #19 185 8.5 4 2 POS 52 105 400 300 0 60 Patient Room (3) 2096 PATIENT TOILET #19 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2097 DICTATION 40 8 4 2 - 11 21 50 0 0 50 Staff Office 2098 ACU ROOM #20 185 8.5 4 2 POS 52 105 400 300 0 60 Patient Room (3) 2099 PATIENT TOILET #20 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2100 ACU ROOM #21 185 8.5 4 2 POS 52 105 400 300 0 60 Patient Room (3) 2101 PATIENT TOILET #21 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2102 LDRP ROOM #1 280 8.5 4 2 POS 79 159 670 570 0 60 LD Recovery (3) 2103 LDRP TOILET #1 30 8 10 0 NEC 0 40 0 0 40 -40 Patient Toilet 2104 JANITOR CLOSET 30 8 10 0 NEG 0 40 0 0 45 -45 Janitor closet 2106 CHARTING 50 8 4 2 - 13 27 75 0 0 75 Staff Office 2107 CORRIDOR 420 8 4 2 - 112 224 310 0 0 310 Corridor 2108 LDRP ROOM #4 275 8.5 4 2 POS 78 156 530 430 0 50 LD Recovery (3) 2109 LDRP TOILET #4 30 8 10 0 NEG 0 40 0 0 50 -50 Patient Toilet 2110 LDRP ROOM #3 270 8.5 4 2 POS 77 153 690 585 0 65 LD Recovery (3) 2111 LDRP TOILET #3 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2112 LDRP ROOM #2 270 8.5 4 2 POS 77 153 690 585 0 65 LD Recovery (3) 2113 LDRP TOILET #2 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2114 FAMILY WAITING 260 8.5 4 2 - 74 147 570 570 0 -50 Waiting (3) 2115 VISITOR TOILET 35 8 10 0 NEG 0 47 0 0 50 -50 Patient Toilet 2117 EQUIPMENT STORAGE 60 8 NA 0 NA NA NA 50 0 0 50 Storage 2118 TUB ROOM 45 8 10 0 NEG 0 60 0 0 100 -100 Patient Toilet 2120 UNISEX CHANGING ROOM 75 8 4 1 2 - 20 40 100 0 0 20 - (3) 2121 STAFF TOILET 40 8 10 0 NEG 0 53 0 0 80 -80 Patient Toilet 2122 NURSERY 160 9 6 2 POS 48 144 240 0 0 240 Nursery 2123 SOILED UTILITY 40 8 10 2 NEG 11 53 0 0 70 -70 Soiled Utility 2124 CLEAN UTILITY 35 8 4 2 POS 9 19 50 0 0 50 Clean Workroom 2125 STORAGE 80 8 NA 0 NA NA NA 50 0 0 50 Storage (1) AIR CHANGE QUANTITIES & PRESSURE RELATIONSHIPS USED IN THIS PRESSURIZATION CALCULATION ARE TAKEN FROM THE WASHINGTON STATE DEPARTMENT OF HEALTH HOSPITAL LICENSING REGULATIONS USING THE MINIMUM AIR CHANGES OF OUTDOOR AIR LISTED IN CHAPTER 246 -320 WAC, TABLE 525 -3. (2) INTO ROOM = ( -) (3) INFILL /EXFILL FIGURE FOR ROOMS ENCLOSING TOILETS INCLUDES EXHAUST FROM ASSOCIATED BATHROOM. FILLNAML: KUUM F'KL55UKILAIIUNZXLS RICE ARCHITECTURE &PLANNING MIL 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com notkin milchwical engineers www.noddn.us telephone: 206.448.1911 facsimile: 206.448.9485 M6tropoktan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 EXPIRES 6/29/2006 AI W 0 CC om W om 0 J W z tL.LJ p V a-+ Z � � L ■ %A so J C� m ■ I ■ an C � O 0 V = O D. 1111111111110- Q Lll Z 0 LA CC LU LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: T.A.B. ROOM SCHEDULES SHEET: M0.3 i I, i I i a N N N O 0 N O O a 0 N i 0 a a J D EXHAUST SCHEDULE - HOT LAB EF -1 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change CFM Code Air Change CFM Final Supply (CFM) Final Return CFM Final Exhaust CFM Infill/ Exfill (CFM) Room Classification Basis WAC, AIA or ASHRAE (equivalent room types Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 1013 HOT LAB 55 9 6 2 NEG 17 50 680 0 750 -70 Nuclear Medicine 2035 ACU ROOM #5 ISOLATION 165 8.5 12 2 NEG 47 281 370 0 510 -140 Airborne Precaution Room EXHAUST SCHEDULE - ACU ROOM ISOLATION EF -2 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change CFM Code Air Change CFM Final Supply CFM Final Return CFM Final Exhaust CFM Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -4 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 2034 ACU ROOM #5 ANTE 50 8 10 2 POS 13 67 75 0 0 75 Precaution Ante 2035 ACU ROOM #5 ISOLATION 165 8.5 12 2 NEG 47 281 370 0 510 -140 Airborne Precaution Room 2036 PATIENT TOILET #5 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 1015 TOILET 80 1 8 10 0 NEG 0 107 0 50 105 -155 Patient Toilet EXHAUST SCHEDULE - MAIN AND LEVEL 2 EF -3 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change (CFM) Code Air Change (CFM) Final Supply CFM Final Return CFM Final Exhaust CFM Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 1007 DARK ROOM A 85 8 10 2 NEC 23 113 180 0 250 -70 Dark Room 1011 NUCLEAR MEDICINE 235 9 6 2 NEG 71 212 220 0 290 -125 1 Nuclear Medicine 1012 TOILET 35 8 10 0 NEG 0 1 47 0 0 55 -55 Patient Toilet 1015 TOILET 80 1 8 10 0 NEG 0 107 0 50 105 -155 Patient Toilet 1023 DARK ROOM B 75 8 10 2 NEG 20 100 110 0 130 -20 Dark Room 1024 TOILET 50 8 10 0 NEG 0 67 40 0 70 -30 Patient Toilet 1027 TOILET 50 8 10 0 NEG 0 67 40 0 70 -30 1 Patient Toilet 1028 STAFF TOILET 40 8 10 0 NEG 0 53 0 0 60 -60 Patient Toilet 1032 TOILET 55 8 10 0 NEG 0 73 0 0 70 -70 Patient Toilet 1047 WOMENS TOILET 115 8 10 0 NEG 0 153 70 0 170 -100 Patient Toilet 1048 WOMENS LOCKERS 150 8 10 0 NEG 0 200 170 0 240 -70 Locker room 1049 MENS LOCKER 165 8 10 0 NEC 0 220 70 0 0 70 Locker room 1051 MENS TOILET 120 8 10 0 NEG 0 160 50 0 160 -110 Patient Toilet 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2056 PATIENT TOILET #14 AHU -4 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2058 PATIENT TOILET #15 2006 VISITOR TOILET 60 8 10 0 NEG 0 80 0 0 80 -80 Patient Toilet 2008 PATIENT TOILET #1 30 8 10 0 NEG 0 40 50 0 90 -40 Patient Toilet 2011 PATIENT TOILET #2 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2013 PATIENT TOILET #6 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2015 PATIENT TOILET #7 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2016 STAFF TOILET 45 8 10 0 NEG 0 60 40 0 60 -20 Patient Toilet 2018 JANITOR CLOSET 10 40 8 10 0 NEG 0 53 0 0 50 -50 Janitor's Closet 2020 PATIENT TOILET #3 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2026 PATIENT TOILET #8 NEG 30 8 10 0 NEG 0 40 1 0 0 40 -40 Patient Toilet 2033 PATIENT TOILET #4 0 30 8 10 0 NEG 0 40 0 0 70 -70 Patient Toilet 2039 PATIENT TOILET #9 40 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2041 PATIENT TOILET #10 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2043 PATIENT TOILET #11 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2045 PATIENT TOILET #12 30 8 10 0 NEG 1 0 40 1 0 1 0 40 -40 Patient Toilet 2051 SOILED UTILITY 110 8 10 1 2 NEG 29 147 75 1 0 145 1 -70 Soiled Utility EXHAUST SCHEDULE - MAIN ETO STERILIZER EF -4 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change (CFM) Code Air Change (CFM) Final Supply CFM Final Return (CFM) Final Exhaust CFM Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 2067 ETO STERILE 22 8.5 _4 10 2 NEG 6 1 31 0 0 1 100 1 -100 ETO Sterilizer 2071 SCU TOILET #1 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet EXHAUST SCHEDULE - SCU EF -5 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change (CFM) Code Air Change CFM Final Supply (CFM) Final Return (CFM) Final Exhaust (CFM) Infill/ Exfill (CFM) Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -4 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 2067 STAFF TOILET 35 8 10 0 NEG 0 47 0 0 50 -50 Patient Toilet 2071 SCU TOILET #1 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2073 SCU TOILET #2 40 9 10 0 NEG 0 60 50 0 100 -50 Patient Toilet 2076 SCU TOILET #3 40 9 10 0 NEG 0 60 50 0 100 -50 Patient Toilet 2079 SCU TOILET #4 35 8 10 0 NEG 0 47 0 0 1 40 1 -40 Patient Toilet 2084 SOILED UTILITY 55 8 10 2 NEC 15 73 50 0 1 125 -75 Soiled Utility 045 JANITOR CLOSET 54 8.5 10 0 NEG 0 77 0 0 65 -65 Janitor Closet EXHAUST SCHEDULE - LOWER LEVEL EF -6 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change CFM Code Air Change CFM Final Supply CFM Final Return CFM Final Exhaust CFM Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -1 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 002 010 011 PHYSICAL THERAPY HYDROTHERAPY RR 1963 156 96 12 8.5 8.5 6 6 10 2 2 0 NEG NEG NEG 785 44 0 2356 133 136 2356 135 50 2236 0 0 200 270 160 -80 -135 -110 Physical Therapy Hydrotherapy Patient Toilet 012 RR 72 8.5 10 0 NEG 0 102 50 0 160 -110 Patient Toilet 013 025 SHOWER OCCUP. THERAPY 77 100 8.5 8.5 10 6 0 2 NEG POS 0 28 109 85 40 105 0 0 125 105 -85 0 Patient Bathing Exam Room 035 MEN'S RESTROOM 185 8.5 10 0 NEG 0 262 100 0 320 -220 Patient Toilet 036 WOMEN'S RESTROOM 185 8.5 10 0 NEG 0 262 100 0 320 -220 Patient Toilet 044 STAFF TOILET 72 8.5 10 0 NEG 0 102 0 0 100 -100 Patient Toilet 045 JANITOR CLOSET 54 8.5 10 0 NEG 0 77 0 0 65 -65 Janitor Closet 45 1 8 10 0 NEG 0 60 0 0 60 -60 Patient Toilet 1093 SOILED UTILITY EXHAUST SCHEDULE -MAIN FLOOR PREP HOOD EF -7 Room Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change (CFM) Code Air Change (CFM) Final Supply CFM Final Return CFM Final Exhaust CFM Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 1043 IV PREP 120 9 4 2 NEG 36 72 1 1970 1 1330 750 -110 Clean Workroom 410 8 1 4 2 POS 109 219 790 0 600 190 Clean Workroom 1064 CENTRAL PROC. DIRTY Room Room Room Number I Ceiling Code Air Code OSA Code Code OSA Code Air Final Final Final Infill/ Room Classification Basis Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) Room TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 Number Name Area (SF) Height (FT) Chance Chance Press Chance Chance Supply Return Exhaust Exfill WAC, AIA or ASHRAE EXHAUST SCHEDULE - OUTPATIENT ISOLATION EF -9 MARK Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change CFM CFM CFM CFM CFM CFM (equivalent room types) Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) STATIC PRESS INH2O TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 AHU -2 115 AHU -2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1055 JANITOR CLOSET 45 8 10 0 NEG 0 60 0 0 75 -75 Janitor Closet 1063 CENTRAL PROC. CLEAN 410 8 1 4 2 POS 109 219 790 0 600 190 Clean Workroom 1064 CENTRAL PROC. DIRTY 285 8 10 2 NEG 76 380 410 0 470 -60 Soiled Utility 1065 SOILED UTILITY 45 8 10 2 NEG 12 60 0 0 65 -65 Soiled Utility 1067 TOILET 40 8 10 0 NEG 0 53 0 0 65 -65 Patient Toilet 1081 TOILET 45 8 10 0 NEG 0 60 0 0 60 -60 Patient Toilet 1082 TOILET 40 8 10 0 NEG 0 53 0 0 1 60 -60 Patient Toilet 1084 TOILET 45 1 8 10 0 NEG 0 60 0 0 60 -60 Patient Toilet 1093 SOILED UTILITY 75 8 10 2 NEG 20 100 50 0 135 -85 Soiled Utility 1097 JANITOR CLOSET 30 8 10 0 NEG 0 40 0 0 50 -50 Janitor Closet 1098 UNISEX TOILET 70 8 10 0 NEG 0 93 50 0 140 -90 Patient Toilet AHU -5 2054 PATIENT TOILET #13 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2056 PATIENT TOILET #14 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2058 PATIENT TOILET #15 30 8 10 0 NEC 0 40 0 0 40 -40 Patient Toilet 2061 PATIENT TOILET #16 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2064 LOCKERS 30 8 10 0 NEG 0 40 0 0 40 -40 Locker room 2092 PATIENT TOILET #17 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2094 PATIENT TOILET #18 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2096 PATIENT TOILET #19 30 8 10 0 NEC 0 40 0 0 40 -40 Patient Toilet 2099 PATIENT TOILET #20 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2100 PATIENT TOILET #21 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2103 LDRP TOILET #1 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2104 JANITOR CLOSET 30 8 10 0 NEG 0 40 0 0 45 -45 Janitor closet 2109 LDRP TOILET #4 30 8 10 0 NEG 0 40 0 0 50 -50 Patient Toilet 2111 LDRP TOILET #3 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2113 LDRP TOILET #2 30 8 10 0 NEG 0 40 0 0 40 -40 Patient Toilet 2115 VISITOR TOILET 35 8 10 0 NEG 0 47 0 0 50 -50 Patient Toilet 2118 TUB ROOM 45 8 10 0 NEG 0 60 0 0 100 -100 Patient Toilet 2121 STAFF TOILET 40 8 10 0 NEG 0 53 0 0 80 -80 Patient Toilet 2123 SOILED UTILITY 40 8 10 2 NEG 11 53 0 0 70 -70 1 Soiled Utility EXHAUST SCHEDULE - OUTPATIENT ISOLATION EF -9 MARK Room Number Room Name Room Area (SF) Ceiling Height (FT) Code Air Change Code OSA Change Code Press Code OSA Change CFM Code Air Change CFM Final Supply CFM Final Return CFM Final Exhaust CFM Infill/ Exfill CFM Room Classification Basis WAC, AIA or ASHRAE (equivalent room types) STATIC PRESS INH2O TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 5.8 115 AHU -2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM 1075 ISOLATION ROOM 120 9 12 2 NEC 36 216 140 0 210 -125 Airborne Precaution Room (4) 1076 TOILET 40 8 10 0 NEG 0 53 0 0 55 -55 Patient Toilet FAUCET KOHLER BATH MOUNTED, POLISHED CHROME, BRASS K- T10278 -4 CONSTRUCTION, LEVER HANDLES, 7" HON- HEPA NEGATIVE AIR UNITS MARK UNIT SERVES QUANTITY AIRFLOW FILTRATION FAN ELECTRICAL NOTES TOTAL VOLTS HZ MANUFACTURER & MODEL NO. EQUIP WEIGHT (LBS) MIN MAX CFM PREFILTER % EFF FINAL FILTER % EFF HP STATIC PRESS INH2O TOTAL FLA CFM NA -* CONSTRUCTION ZONE 12 300 950 30 99.99 1/2 5 5.8 115 60 1,2,3,4,5,6,7 MINTLE TECHNOLOGIES 75 OMNIAIRE 1000V 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM AND FOOTREST, OPERATING GALLONS OF 60, HIGH GLOSS /HIGH IMPACT ACRYLIC, NO JETS. NOTE: COLOR OF TUB TO BE APPROVED BY ARCHITECT FAUCET KOHLER BATH MOUNTED, POLISHED CHROME, BRASS K- T10278 -4 CONSTRUCTION, LEVER HANDLES, 7" HON- K- 300 -K -NA DIVERTER SPOUT WITH SLIP FIT CONNECTION, NOTES: FlU NAME 158100 hepanegair (1) VARIABLE SPEED CONTROLLER (2) SILICON SEALED SEAMS (3) 10" EXHAUST COLLAR FOR FLEX HOSE ATTACHMENT (4) FOUR SWIVEL CASTERS (5) THERMAL OVERLOAD MOTOR PROTECTION (6) 0 -5 INH2O PRESSURE GAGE (7) PROVIDE SUFFICIENT PREFILTERS AND HEPA FILTERS FOR THE CONSTRUCTION PERIOD PLUS ONE NEW SET PER UNIT FOR THE OWNER PLUMBING FIXTURE SCHEDULE MARK ITEM MFR/ DESCRIPTION COLD HOT WASTE VENT MODEL WATER WATER (IN) (IN) (IN IN P -1 BATH JETTA CORP OVAL DESIGN, RAISED HEADREST, 1/2 1/2 2 2 TUB J- 25/72X42X26 ADVANCED LUMBAR SUPPORT, ARM AND FOOTREST, OPERATING GALLONS OF 60, HIGH GLOSS /HIGH IMPACT ACRYLIC, NO JETS. NOTE: COLOR OF TUB TO BE APPROVED BY ARCHITECT FAUCET KOHLER BATH MOUNTED, POLISHED CHROME, BRASS K- T10278 -4 CONSTRUCTION, LEVER HANDLES, 7" HON- K- 300 -K -NA DIVERTER SPOUT WITH SLIP FIT CONNECTION, WITH 1/2" VALVE SYSTEM RU ME 15408 Dl— PWMBRX.XIS RICE ARCHITECTURE &PLANNING MILL' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com notkin mEchanlcal alglneers www.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 M6tropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Pock Wilton, P.E. notkin #: 204002 EXPIRES 6/29/2006 1i W O om W om 0 J W W� O z N G J C� ■ sH LLJ 4A C Q G u � = O Q W Z O N W LL LL W Mn PERMIT SET ISSUED: August 15, 2005 REVISIONS: T.A.B. ROOM SCHEDULES SHEET: M0.4 a 0 N 0 0 C a a 0 0 0 N U O a Lei.- YES YES YES YES YES YES YES EOUIPMENT SCHEDULE SYMOL I I DESCRIPTION E ELECTRICAL AHU -I A AIR HANDLING UNIT WITH CHILLED WATER COILS: 46OV/30 15,000 CFM SUPPLY FAN AT 4.5 IN, T.S.P. FAN TYPE: PLUG; MAX. 1799 RPM.; 20 HP SUPPLY FAN. 14,195 4 4.300 CFM EXHAUST FAN AT 1.5 IN. T.S.P. FAN TYPE: PLUG; MAX, 1708 RPM., 10 -2-HP EXHAUST FAN. MIN. COOLING: 290 MBH TOTAL, 300 MBH SEN. AT 74.6 F EDB, 61.6 F EWB, 12 MAX FPI, 500 FPM MAX. 120V/10 LIGHTS COIL FACE VELOCITY. (TWO POINT MIN. HEATING: 204 MBH AT 25 F EAT, 12 MAX FPI, 500 FPM MAX. COIL FACE VELOCITY. CONNECTIONS) CHILLED WATER: 62 GPM, 45 F EWT, 55 F LWT, 7 FT. MAX. PD. (24 PERCENT GLYCOL) HEATING WATER: 14 GPM, 160 F EWT, 130 F LWT, 7 FT. MAX. PD. FILTER: VEE FILTER, 30 PERCENT. AHU -2 A AIR HANDLING UNIT WITH CHILLED WATER COILS: 46OV/30 16,500 CFM SUPPLY FAN AT 5.0 IN. T.S.P, FAN TYPE: PLUG; MAX. 1388 RPM.; 20 HP SUPPLY FAN. 13,510 4 4.900 CFM EXHAUST FAN AT 1.25 IN. T.S.P. FAN TYPE: PLUG; MAX. 1708 RPM; 10 3-HP EXHAUST FAN. MIN. COOLING: 359 MBH TOTAL, 373 SEN. AT 7467 F EDB. 61.8 F EWB, 12 MAX FPI, 500 FPM 12OV/10 LIGHTS MAX.COILFACE VELOCITY. (TWO POINT MIN. HEATING: 133 MBH AT 25 F EAT, 12 MAX FPI, 500 FPM MAX. COIL FACE VELOCITY. CONNECTIONS) CHILLED WATER: 78 GPM,-45 F EWT, 55 F LWT, 7 FT. MAX. PD. (24 PERCENT GLYCOL) HEATING WATER: 9 GPM, 160 F EWT, 130 F LWT, 7 FT. MAX. PD. FILTER: VEE FILTER, 30 PERCENT. FINAL FILTER: BAG FILTER, 90 PERCENT. AHU -3 A AIR HANDLING UNIT WITH HOT WATER AND CHILLED WATER COILS: 46OV/30 9,850 CFM SUPPLY FAN AT 4.25 IN. T.S.P. FAN TYPE: PLUG; MAX. 1558 RPM.; 15 HP SUPPLY FAN. 8,370 CFM EXHAUST FAN AT 1.75 IN. T.S.P. FAN TYPE: PLUG; MAX. 1402 RPM; 7.5 HP EXHAUST MIN. COOLING: 205 MBH TOTAL, 225 MBH SEN. AT 74.0 F EDB, 60.0 F EWB, 12 MAX FPI, 500 FPM MAX. FAN. COIL FACE VELOCITY. 120V/10 LIGHTS MIN. HEATING: 500 MBH, AT 25 F EAT, 12 MAX. FPI. (THREE POINT CHILLED WATER: 44 GPM, 45 F EWT, 55 F LWT, 7 FT. MAX. PD. (24 PERCENT GLYCOL) CONNECTIONS HEATING WATER: 34 GPM, 160 F EWT, 130 F LWT, 7 FT. MAX. PD. INCLUDING HEAT RECOVERY COIL: SUPPLY 9,850 CFM, 12 MAX FPI, 500 FPM MAX COIL FACE HUMIDIFIER H -1) HEAT RECOVERY COIL: EXHAUST 8,370 CFM, 12 MAX FPI, 500 FPM MAX COIL FACE GYLCOL PUMP FOR HEAT RECOVERY COIL (PROVIDE SPACE FOR PUMP IN UNIT). INSTALL HUMIDIFIER PROBE A MINIMUM OF 36 INCHES DOWNSTREAM OF FINAL FILTER POINTING AT FILTER PROVIDE ROOM IN UNIT TO MOUNT STEAM GENERATOR FOR HUMIDIFIER, PROVIDE ALL STAINLESS STEEL DUCTWORK PAST FINAL FILTER. FILTER: VEE FILTER. 30 PERCENT. FINAL FILTER: BAG FILTER, 90 PERCENT. AHU -4 A AIR HANDLING UNIT WITH CHILLED WATER COILS: 46OV/30 11,600 CFM SUPPLY FAN AT 4.25 IN. T.S.P. FAN TYPE: PLUG; MAX. 1275 RPM.; 15 HP SUPPLY FAN. 10,180 2 268 CFM EXHAUST FAN AT 1.0 IN. T.S.P. FAN TYPE: PLUG; MAX. 2294 RPM; 5 -2-HP EXHAUST FAN. MIN. COOLING: 213 MBH TOTAL, 220 MBH SEN. AT 74.8 F EDB, 66.9 F EWB, 12 MAX FPI, 500 FPM MAX. 120V110 LIGHTS COIL FACE VELOCITY. (TWO POINT MIN. HEATING: 159 MBH AT 25 F EAT, 12 MAX FPI, 500 FPM MAX. COIL FACE VELOCITY. CONNECTIONS) CHILLED WATER: 46 GPM, 45 F EWT, 55 F LWT, 7 FT. MAX. PD. (24 PERCENT GLYCOL) HEATING WATER: it GPM, 160 F EWT, 130 F LWT, 7 FT. MAX. PD. FILTER: VEE FILTER, 30 PERCENT. FINAL FILTER: BAG FILTER, 90 PERCENT. AHU -5 A AIR HANDLING UNIT WITH CHILLED WATER COILS: 46OV/30 9,700 CFM SUPPLY FAN AT 4.25 IN. T.S.P. FAN TYPE: PLUG; MAX. 1402 RPM.; 15 HP SUPPLY FAN. 8,705 2 2,309 CFM EXHAUST FAN AT 1.0 IN. T.S.P. FAN TYPE: PLUG; MAX. 2294 RPM; 3 BHP EXHAUST FAN. MIN. COOLING: 163 MBH TOTAL. 171 MBH SEN. AT 75.0 F EDB, 61.8 F EWB, 12 MAX FPI, 500 FPM MAX. 120V/10 LIGHTS COIL FACE VELOCITY, (TWO POINT MIN. HEATING: 101 MBH AT 25.0 F EAT, 12 MAX FPI, 500 FPM MAX, COIL FACE VELOCITY. CONNECTIONS) CHILLED WATER: 36 GPM, 45 F EWT, 55 F LWT, 7 FT. MAX. PD. (24 PERCENT GLYCOL) HEATING WATER: 7 GPM, 45 F EWT, 55 F LWT, 7 FT. MAX. PD. FILTER: VEE FILTER, 30 PERCENT, FINAL FILTER: BAG FILTER, 90 PERCENT. B -I H HOT WATER BOILER, FIRE TUBE, MODULATING FIRE, OIL FIRED (NO. 2 FUEL OIL) FORCED DRAFT: 460V/30 2,678 MBH OUTPUT; 1SOF EWT, 18OF LWT, FLOODED WEIGHT 14,000 LB. PROVIDE WITH BOILER, 6 AMP CIRCULATION PUMP. PROVIDE REAR DOOR WITH DAVIT. BOILER RATED FOR 125 PSI MINIMUM. B -2 H HOT WATER BOILER, FIRE TUBE, MODULATING FIRE, OIL FIRED (NO. 2 FUEL OIL) FORCED DRAFT 46OV/30 (STANDBY): 6 6 AMP 2,678 MBH OUTPUT; 150F EWT, 18OF LWT, FLOODED WEIGHT 14,000 LB, PROVIDE WITH BOILER, CIRCULATION PUMP. PROVIDE REAR DOOR WITH DAVIT. BOILER RATED FOR 125 PSI MINIMUM. CH -1 A AIR COOLED LIQUID CHILLER: 46OV/30 MIN. COOLING: 100 TONS AT 757 EAT. 190 MCA CHILLED WATER: 55 F EWT, 45F LWT. 2- 12OV/10 CHILLER TO OPERATE DOWN TO 25F AMBIENT. (CHILLER WATER WITH 24 PERCENT GLYCOL) 15 AMP CIRCUITS GPM: 250 MAX. WATER PRESSURE DROP 23 FT. FOR CONTROLS AND OPERATING WEIGHT: 6700 LB. EVAPORATO R EF -I YES EF -2 EF -3 YES YES, YES YES EF -4 EF -5 EF -6 EF -7 EF -8 EF -9 TAPE (THREE POIN CONNECTION) CENTRIFUGAL-ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: (HOT LAB) 460V/3o 750 CFM AT 1.5 IN. T.S,P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. SUPPLY WITH SPEED 3/4 HP CONTROL MOUNTED IN FAN. ADJUST SPEED CONTROL FOR 100 FPM ACROSS FACE OF HOOD. APPROXIMATE OPERATING WEIGHT: 35 LB. COOK ACE -B 165C6B. CENTRIFUGAL ROOFTOP EXHAUST FAN. ALUMINUM HOUSING: (ACU ROOM NO. 5 ISOLATION) 120V/10 550 CFM AT 3/4 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER? 1/6 HP APPROXIMATE OPERATING WEIGHT: 20 LB. COOK ACE -B 10OC2B. CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: (MAIN FLOOR AND SECOND FLOOR) 46OV/30 2,520 CFM AT 1.5 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. 1 -1/2 HP APPROXIMATE OPERATING WEIGHT: 45 LB. COOK ACE-B 18OC8B. CENTRIFUGAL ROOFTOP SPARK PROOF EXHAUST FAN, ALUMINUM HOUSING (MAIN FLOOR ETO STERILIZER): 120V /I0 200 CFM AT 0.75 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. 1/6 HP SUPPLY WITH SPEED CONTROL MOUNTED IN FAN. MOTOR SEALED FROM EXHAUST AIR. NON - FERROUS IMPELLER AND DRIVE SHAFT RINGS. APPROXIMATE OPERATING WEIGHT: 20 LB. COOK ACE -B 10OC2B CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: (SCU AREA) 120V /l0 305 CFM AT 1.0 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. 1/3 HP APPROXIMATE OPERATING WEIGHT: 25 LB. COOK ACE -B 135C4B. CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING (LOWER FLOOR): 460V/30 945 CFM AT 1.5 IN. T.S,P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. 3/4 HP ADJUST RPM TO GIVE 1775 CFM WITH ALT NO. 2. APPROXIMATE OPERATING WEIGHT: 35 LB. COOK ACE-B 15OC6B. CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING (FUTURE IV PREP HOOD WITH ALT NO. 3): 460V/30 750 CFM AT 1.5 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. SUPPLY WITH SPEED 3/4 HP CONTROL MOUNTED IN FAN. ADJUST SPEED CONTROL FOR 100 FPM ACROSS FACE OF HOOD. APPROXIMATE OPERATING WEIGHT: 35 LB. COOK ACE-B 15OC6B. CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING (MAIN FLOOR AND SECOND FLOOR): 46OV/30 2,705 CFM AT 1.5 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. 1 -1/2 HP APPROXIMATE OPERATING WEIGHT: 45 LB. COOK ACE-B 18OC8B. CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: (OUTPATIENT ISOLATION) 120V110 250 CFM AT.0.5 IN. T.S.P. BELT DRIVE WITH CURB AND BACKDRAFT DAMPER. 1/6 HP APPROXIMATE OPERATING WEIGHT: 20 LB. COOK ACE -B 10OC28 EQUIPMENT SCHEDULE CONT.,, ON EN ERG. GENERATOR SYMBOL DESCRIPTION ELECTRICAL YES EF -10 PROPELLER WALL EXHAUST FAN, ALUMINUM HOUSING: (ROOF MECHANICAL ROOM) 120V/10 1200 CFM AT 0.375 IN. T.S.P. BELT DRIVE WITH AUTOMATIC WALL SHUTTER. 1/2 HP APPROXIMATE OPERATING WEIGHT: 250 LB. COOK SPB 24 ET -I HEATING WATER EXPANSION TANK: ASME CONSTRUCTION DIAPHRAGM TYPE. MINIMUM TANK VOLUME = 132 GAL, MINIMUM ACCEPTABLE VOLUME = 132 GAL, MINIMUM FILL PRESSURE = 25 PSIG. APPROXIMATE OPERATING WEIGHT: 1450 LB. ET -2 CHILLER WATER EXPANSION TANK: ASME CONSTRUCTION DIAPHRAGM TYPE. MINIMUM TANK VOLUME = 33.6 GAL. MINIMUM ACCEPTANCE VOLUME = 11.1 GAL, MINIMUM FILL PRESSURE = 25 PSIG. APPROXIMATE OPERATING WEIGHT: 250 I.B. H -I HUMIDIFIER (OPERATING ROOM): 46OV/30 ELECTRODE STEAM HUMIDIFIER. 68.6 KW 200 LB /HR CAPACITY. INSTALL HUMIDIFIER STEAM GENERATOR AND HUMIDIFIER PROBE IN AHU -3. NORTEC NHB -200. YES P -1 HOT WATER CIRCULATION PUMP, END - SUCTION: 230/46OV/30 178 GPM AT 92 FT, HEAD. 1750 RPM 7 -1/2 HP BELL & GOSSET 2E SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 LB. YES P -2 HOT WATER CIRCULATION PUMP, (STANDBY), END - SUCTION: 230/460V/30 178 GPM AT 92 FT. HEAD. 1750 RPM 7 -1/2 HP BELL & GOSSET 2E SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 I.B. P -3 CHILLED WATER CIRCULATION PUMPS, END - SUCTION: 46OV/30 270 GPM AT 175 FT. HEAD. 1750 RPM. 20 HP BELL & GOSSET 3G SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 LB. P -4 CHILLED WATER CIRCULATION PUMPS, (STANDBY) END - SUCTION: 460V/30 270 GPM AT 175 FT. HEAD. 1750 RPM. 20 HP BELL & GOSSET 3G SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 LB. YES P -5 BOILER TO DOMESTIC WATER STORAGE TANK PUMP: 12OV/10 25 GPM AT 20 FT. HEAD. 1/2 HP IN -LINE TYPE. BELL & GOSSET 1 -1 /2AA SERIES 60. YES P -6 BOILER TO DOMESTIC WATER STORAGE TANK PUMP (STANDBY): 12OV/10 25 GPM AT 20 FT. HEAD. 1/2 HP IN -LINE TYPE. BELL & GOSSET 1 -1 /2AA SERIES 60. YES P -7 FUEL OIL CIRCULATION PUMP: 120V/10 50 GPH AT 25 PSIG HEAD, 100 SSU. 1/4 HP TEFC MOTOR CORROSION PROTECTION FINISH FOR OUTDOOR INSTALLATION YES P -8 FUEL OIL CIRCULATION PUMP (STANDBY): 120V/10 50 GPH AT 25 PSIG HEAD, 100 SSU, 1/4 HP TEFC MOTOR CORROSION PROTECTION FINISH FOR OUTDOOR INSTALLATION ST -1 OIL STORAGE TANK: 10,000 GALLON NO. 2 FUEL OIL TANK FOR BOILERS AND GENERATORS. ACE MODEL AC1000002D15 OPERATING WEIGHT: 97,400 I.B. DIFFUSER, REGISTER AND GRILLE SCHEDULE SYM TYPE FACE FRAME DAMPER FIMSH MODEL NO. REMARKS CD -1 CEILING DIFFUSER PERFORATED T -BAR NONE WHITE TITUS PCS CD -2 CEILING DIFFUSER PERFORATED SURFACE OBD WHITE TITUS PCS CEG -I CEILING EXHAUST PERFORATED SURFACE NONE WHITE TITUS 811 GRILLE CEG -2 CEILING EXHAUST PERFORATED T -BAR NONE WHITE TITUS PAR GRILLE CRG -I CEILING RETURN PERFORATED T -BAR NONE WHITE TITUS PAR GRILLE CRG -2 CEILING RETURN PERFORATED SURFACE OBD WHITE TITUS 8R GRILLE FG -I CEILING RETURN PERFORATED T -BAR NONE WHITE TITUS SRF FILTER GRILLE LA -I LAMINAR CEILING PERFORATED SURFACE OBD ALUMINUM PRICE LFD DIFFUSER (OPERATING ROOMS) LN -I LINEAR CEILING SLOT SURFACE OBD ALUMINUM PRICE HORD BOTTOM OF INLET 9" DIFFUSER ABOVE CEILING. (OPERATING ROOMS) COORDINATE WITH LIGHTS & STRUCTURE. LN -2 LINEAR CEILING SLOT T -BAR NONE WHITE TITUS TBD -10, DIFFUSER RG -1 SIDEWALL RETURN EGGCRATE 1 -1/4" NONE WHITE TITUS 50R GRILLE BORDER RR -I SIDEWALL RETURN PERFORATED 1 -1/4" OBD WHITE TITUS SR REGISTER BORDER RR -2 SIDEWALL RETURN LOUVERED 1 -1/4" OBD ALUMINUM PRICE 735D REGISTER (OPERATING BORDER ROOMS) SR -I SIDEWALL DOUBLE DEFL. 1 -I /4" OBD WHITE TITUS 30ORL SUPPLY REGISTER BORDER SOUND TRAP SCHEDULE DYNAMIC INSERTION SELF NOISE (db re 10 -12 WAT MAX. SIZE (INCHES) MAX. FACE LOSS AT 2000 FT /MIN TS AT 1000 FT /MIN) P.D. VELOCITY OCTAVE BAND CENTER FREOUENCY SYMBOL CFM IN. H2O WIDTH DEPTH NGTH (FPM) 63 125 250 500 1000 2000 4000 8000 MODEL NO ST -1 2,300 0.5 24 18 72 800 7/58 9/54 15/49 27/46 25/52 14/60 14/60 - IAC6XM ST -2 400 0.12 12 12 72 400 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM ST -3 920 0.18 18 12 72 615 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM FAN COIL SCHEDULE SYMBOL CFM ESP COOLING HEATN4 MOTOR PIPE WE (N) SENSIBLE TOTAL GPM P.D. CAPACITY GPM PA HP WATTS I VOLTS P.H. CL% HTG, REMARKS SERVNO (MBH ) (MBH ) FT. WC -(MOH) FT. WC FC -1 1450 .30 29.7 40.4 8.1 3.3 31.6 1.0 0.5 1/4 830 120 1 1 1/2 HPY16 STAIR "C" - 4 -ROW COOLING 2ND FLOOR CEILING 2 -ROW HEATING PTE: 1. COOLING CAPACITY BASED ON- CHILLED WATER 45'17 ENTERING, 55'F LEAVING WATER TEMPERATURE. 75'F OB /63.2'F WB ENTERING AIR TEMPERATURE. 2. FAN COIL UNITS BASED ON INTERNATIONAL ENVIRONMENTAL CORP. MODEL. CONVECTOR SCHEDULE HEAT CAP. 160 EWT PIPE SIZE SYMBOL AREA SERVED 130 LWT GPM SUPPLY RETURN CV -1 North Stair Tower 16.7 1,1 1/2 1/2 CV -2 South Stair Tower 16.7 1.1 1/2 I/2 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 EQUIPMENT SCHEDULE CONT.,, ON EN ERG. GENERATOR SYMBOL DESCRIPTION ELECTRICAL YES EF -10 PROPELLER WALL EXHAUST FAN, ALUMINUM HOUSING: (ROOF MECHANICAL ROOM) 120V/10 1200 CFM AT 0.375 IN. T.S.P. BELT DRIVE WITH AUTOMATIC WALL SHUTTER. 1/2 HP APPROXIMATE OPERATING WEIGHT: 250 LB. COOK SPB 24 ET -I HEATING WATER EXPANSION TANK: ASME CONSTRUCTION DIAPHRAGM TYPE. MINIMUM TANK VOLUME = 132 GAL, MINIMUM ACCEPTABLE VOLUME = 132 GAL, MINIMUM FILL PRESSURE = 25 PSIG. APPROXIMATE OPERATING WEIGHT: 1450 LB. ET -2 CHILLER WATER EXPANSION TANK: ASME CONSTRUCTION DIAPHRAGM TYPE. MINIMUM TANK VOLUME = 33.6 GAL. MINIMUM ACCEPTANCE VOLUME = 11.1 GAL, MINIMUM FILL PRESSURE = 25 PSIG. APPROXIMATE OPERATING WEIGHT: 250 I.B. H -I HUMIDIFIER (OPERATING ROOM): 46OV/30 ELECTRODE STEAM HUMIDIFIER. 68.6 KW 200 LB /HR CAPACITY. INSTALL HUMIDIFIER STEAM GENERATOR AND HUMIDIFIER PROBE IN AHU -3. NORTEC NHB -200. YES P -1 HOT WATER CIRCULATION PUMP, END - SUCTION: 230/46OV/30 178 GPM AT 92 FT, HEAD. 1750 RPM 7 -1/2 HP BELL & GOSSET 2E SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 LB. YES P -2 HOT WATER CIRCULATION PUMP, (STANDBY), END - SUCTION: 230/460V/30 178 GPM AT 92 FT. HEAD. 1750 RPM 7 -1/2 HP BELL & GOSSET 2E SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 I.B. P -3 CHILLED WATER CIRCULATION PUMPS, END - SUCTION: 46OV/30 270 GPM AT 175 FT. HEAD. 1750 RPM. 20 HP BELL & GOSSET 3G SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 LB. P -4 CHILLED WATER CIRCULATION PUMPS, (STANDBY) END - SUCTION: 460V/30 270 GPM AT 175 FT. HEAD. 1750 RPM. 20 HP BELL & GOSSET 3G SERIES 1510 APPROXIMATE OPERATING WEIGHT: 400 LB. YES P -5 BOILER TO DOMESTIC WATER STORAGE TANK PUMP: 12OV/10 25 GPM AT 20 FT. HEAD. 1/2 HP IN -LINE TYPE. BELL & GOSSET 1 -1 /2AA SERIES 60. YES P -6 BOILER TO DOMESTIC WATER STORAGE TANK PUMP (STANDBY): 12OV/10 25 GPM AT 20 FT. HEAD. 1/2 HP IN -LINE TYPE. BELL & GOSSET 1 -1 /2AA SERIES 60. YES P -7 FUEL OIL CIRCULATION PUMP: 120V/10 50 GPH AT 25 PSIG HEAD, 100 SSU. 1/4 HP TEFC MOTOR CORROSION PROTECTION FINISH FOR OUTDOOR INSTALLATION YES P -8 FUEL OIL CIRCULATION PUMP (STANDBY): 120V/10 50 GPH AT 25 PSIG HEAD, 100 SSU, 1/4 HP TEFC MOTOR CORROSION PROTECTION FINISH FOR OUTDOOR INSTALLATION ST -1 OIL STORAGE TANK: 10,000 GALLON NO. 2 FUEL OIL TANK FOR BOILERS AND GENERATORS. ACE MODEL AC1000002D15 OPERATING WEIGHT: 97,400 I.B. DIFFUSER, REGISTER AND GRILLE SCHEDULE SYM TYPE FACE FRAME DAMPER FIMSH MODEL NO. REMARKS CD -1 CEILING DIFFUSER PERFORATED T -BAR NONE WHITE TITUS PCS CD -2 CEILING DIFFUSER PERFORATED SURFACE OBD WHITE TITUS PCS CEG -I CEILING EXHAUST PERFORATED SURFACE NONE WHITE TITUS 811 GRILLE CEG -2 CEILING EXHAUST PERFORATED T -BAR NONE WHITE TITUS PAR GRILLE CRG -I CEILING RETURN PERFORATED T -BAR NONE WHITE TITUS PAR GRILLE CRG -2 CEILING RETURN PERFORATED SURFACE OBD WHITE TITUS 8R GRILLE FG -I CEILING RETURN PERFORATED T -BAR NONE WHITE TITUS SRF FILTER GRILLE LA -I LAMINAR CEILING PERFORATED SURFACE OBD ALUMINUM PRICE LFD DIFFUSER (OPERATING ROOMS) LN -I LINEAR CEILING SLOT SURFACE OBD ALUMINUM PRICE HORD BOTTOM OF INLET 9" DIFFUSER ABOVE CEILING. (OPERATING ROOMS) COORDINATE WITH LIGHTS & STRUCTURE. LN -2 LINEAR CEILING SLOT T -BAR NONE WHITE TITUS TBD -10, DIFFUSER RG -1 SIDEWALL RETURN EGGCRATE 1 -1/4" NONE WHITE TITUS 50R GRILLE BORDER RR -I SIDEWALL RETURN PERFORATED 1 -1/4" OBD WHITE TITUS SR REGISTER BORDER RR -2 SIDEWALL RETURN LOUVERED 1 -1/4" OBD ALUMINUM PRICE 735D REGISTER (OPERATING BORDER ROOMS) SR -I SIDEWALL DOUBLE DEFL. 1 -I /4" OBD WHITE TITUS 30ORL SUPPLY REGISTER BORDER SOUND TRAP SCHEDULE DYNAMIC INSERTION SELF NOISE (db re 10 -12 WAT MAX. SIZE (INCHES) MAX. FACE LOSS AT 2000 FT /MIN TS AT 1000 FT /MIN) P.D. VELOCITY OCTAVE BAND CENTER FREOUENCY SYMBOL CFM IN. H2O WIDTH DEPTH NGTH (FPM) 63 125 250 500 1000 2000 4000 8000 MODEL NO ST -1 2,300 0.5 24 18 72 800 7/58 9/54 15/49 27/46 25/52 14/60 14/60 - IAC6XM ST -2 400 0.12 12 12 72 400 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM ST -3 920 0.18 18 12 72 615 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM FAN COIL SCHEDULE SYMBOL CFM ESP COOLING HEATN4 MOTOR PIPE WE (N) SENSIBLE TOTAL GPM P.D. CAPACITY GPM PA HP WATTS I VOLTS P.H. CL% HTG, REMARKS SERVNO (MBH ) (MBH ) FT. WC -(MOH) FT. WC FC -1 1450 .30 29.7 40.4 8.1 3.3 31.6 1.0 0.5 1/4 830 120 1 1 1/2 HPY16 STAIR "C" - 4 -ROW COOLING 2ND FLOOR CEILING 2 -ROW HEATING PTE: 1. COOLING CAPACITY BASED ON- CHILLED WATER 45'17 ENTERING, 55'F LEAVING WATER TEMPERATURE. 75'F OB /63.2'F WB ENTERING AIR TEMPERATURE. 2. FAN COIL UNITS BASED ON INTERNATIONAL ENVIRONMENTAL CORP. MODEL. CONVECTOR SCHEDULE HEAT CAP. 160 EWT PIPE SIZE SYMBOL AREA SERVED 130 LWT GPM SUPPLY RETURN CV -1 North Stair Tower 16.7 1,1 1/2 1/2 CV -2 South Stair Tower 16.7 1.1 1/2 I/2 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 DIFFUSER, REGISTER AND GRILLE SCHEDULE SYM TYPE FACE FRAME DAMPER FIMSH MODEL NO. REMARKS CD -1 CEILING DIFFUSER PERFORATED T -BAR NONE WHITE TITUS PCS CD -2 CEILING DIFFUSER PERFORATED SURFACE OBD WHITE TITUS PCS CEG -I CEILING EXHAUST PERFORATED SURFACE NONE WHITE TITUS 811 GRILLE CEG -2 CEILING EXHAUST PERFORATED T -BAR NONE WHITE TITUS PAR GRILLE CRG -I CEILING RETURN PERFORATED T -BAR NONE WHITE TITUS PAR GRILLE CRG -2 CEILING RETURN PERFORATED SURFACE OBD WHITE TITUS 8R GRILLE FG -I CEILING RETURN PERFORATED T -BAR NONE WHITE TITUS SRF FILTER GRILLE LA -I LAMINAR CEILING PERFORATED SURFACE OBD ALUMINUM PRICE LFD DIFFUSER (OPERATING ROOMS) LN -I LINEAR CEILING SLOT SURFACE OBD ALUMINUM PRICE HORD BOTTOM OF INLET 9" DIFFUSER ABOVE CEILING. (OPERATING ROOMS) COORDINATE WITH LIGHTS & STRUCTURE. LN -2 LINEAR CEILING SLOT T -BAR NONE WHITE TITUS TBD -10, DIFFUSER RG -1 SIDEWALL RETURN EGGCRATE 1 -1/4" NONE WHITE TITUS 50R GRILLE BORDER RR -I SIDEWALL RETURN PERFORATED 1 -1/4" OBD WHITE TITUS SR REGISTER BORDER RR -2 SIDEWALL RETURN LOUVERED 1 -1/4" OBD ALUMINUM PRICE 735D REGISTER (OPERATING BORDER ROOMS) SR -I SIDEWALL DOUBLE DEFL. 1 -I /4" OBD WHITE TITUS 30ORL SUPPLY REGISTER BORDER SOUND TRAP SCHEDULE DYNAMIC INSERTION SELF NOISE (db re 10 -12 WAT MAX. SIZE (INCHES) MAX. FACE LOSS AT 2000 FT /MIN TS AT 1000 FT /MIN) P.D. VELOCITY OCTAVE BAND CENTER FREOUENCY SYMBOL CFM IN. H2O WIDTH DEPTH NGTH (FPM) 63 125 250 500 1000 2000 4000 8000 MODEL NO ST -1 2,300 0.5 24 18 72 800 7/58 9/54 15/49 27/46 25/52 14/60 14/60 - IAC6XM ST -2 400 0.12 12 12 72 400 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM ST -3 920 0.18 18 12 72 615 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM FAN COIL SCHEDULE SYMBOL CFM ESP COOLING HEATN4 MOTOR PIPE WE (N) SENSIBLE TOTAL GPM P.D. CAPACITY GPM PA HP WATTS I VOLTS P.H. CL% HTG, REMARKS SERVNO (MBH ) (MBH ) FT. WC -(MOH) FT. WC FC -1 1450 .30 29.7 40.4 8.1 3.3 31.6 1.0 0.5 1/4 830 120 1 1 1/2 HPY16 STAIR "C" - 4 -ROW COOLING 2ND FLOOR CEILING 2 -ROW HEATING PTE: 1. COOLING CAPACITY BASED ON- CHILLED WATER 45'17 ENTERING, 55'F LEAVING WATER TEMPERATURE. 75'F OB /63.2'F WB ENTERING AIR TEMPERATURE. 2. FAN COIL UNITS BASED ON INTERNATIONAL ENVIRONMENTAL CORP. MODEL. CONVECTOR SCHEDULE HEAT CAP. 160 EWT PIPE SIZE SYMBOL AREA SERVED 130 LWT GPM SUPPLY RETURN CV -1 North Stair Tower 16.7 1,1 1/2 1/2 CV -2 South Stair Tower 16.7 1.1 1/2 I/2 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 SOUND TRAP SCHEDULE DYNAMIC INSERTION SELF NOISE (db re 10 -12 WAT MAX. SIZE (INCHES) MAX. FACE LOSS AT 2000 FT /MIN TS AT 1000 FT /MIN) P.D. VELOCITY OCTAVE BAND CENTER FREOUENCY SYMBOL CFM IN. H2O WIDTH DEPTH NGTH (FPM) 63 125 250 500 1000 2000 4000 8000 MODEL NO ST -1 2,300 0.5 24 18 72 800 7/58 9/54 15/49 27/46 25/52 14/60 14/60 - IAC6XM ST -2 400 0.12 12 12 72 400 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM ST -3 920 0.18 18 12 72 615 7/58 9/54 15/49 27/46 25/52 14/60 14/60 -- IAC6XM FAN COIL SCHEDULE SYMBOL CFM ESP COOLING HEATN4 MOTOR PIPE WE (N) SENSIBLE TOTAL GPM P.D. CAPACITY GPM PA HP WATTS I VOLTS P.H. CL% HTG, REMARKS SERVNO (MBH ) (MBH ) FT. WC -(MOH) FT. WC FC -1 1450 .30 29.7 40.4 8.1 3.3 31.6 1.0 0.5 1/4 830 120 1 1 1/2 HPY16 STAIR "C" - 4 -ROW COOLING 2ND FLOOR CEILING 2 -ROW HEATING PTE: 1. COOLING CAPACITY BASED ON- CHILLED WATER 45'17 ENTERING, 55'F LEAVING WATER TEMPERATURE. 75'F OB /63.2'F WB ENTERING AIR TEMPERATURE. 2. FAN COIL UNITS BASED ON INTERNATIONAL ENVIRONMENTAL CORP. MODEL. CONVECTOR SCHEDULE HEAT CAP. 160 EWT PIPE SIZE SYMBOL AREA SERVED 130 LWT GPM SUPPLY RETURN CV -1 North Stair Tower 16.7 1,1 1/2 1/2 CV -2 South Stair Tower 16.7 1.1 1/2 I/2 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 FAN COIL SCHEDULE SYMBOL CFM ESP COOLING HEATN4 MOTOR PIPE WE (N) SENSIBLE TOTAL GPM P.D. CAPACITY GPM PA HP WATTS I VOLTS P.H. CL% HTG, REMARKS SERVNO (MBH ) (MBH ) FT. WC -(MOH) FT. WC FC -1 1450 .30 29.7 40.4 8.1 3.3 31.6 1.0 0.5 1/4 830 120 1 1 1/2 HPY16 STAIR "C" - 4 -ROW COOLING 2ND FLOOR CEILING 2 -ROW HEATING PTE: 1. COOLING CAPACITY BASED ON- CHILLED WATER 45'17 ENTERING, 55'F LEAVING WATER TEMPERATURE. 75'F OB /63.2'F WB ENTERING AIR TEMPERATURE. 2. FAN COIL UNITS BASED ON INTERNATIONAL ENVIRONMENTAL CORP. MODEL. CONVECTOR SCHEDULE HEAT CAP. 160 EWT PIPE SIZE SYMBOL AREA SERVED 130 LWT GPM SUPPLY RETURN CV -1 North Stair Tower 16.7 1,1 1/2 1/2 CV -2 South Stair Tower 16.7 1.1 1/2 I/2 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 CONVECTOR SCHEDULE HEAT CAP. 160 EWT PIPE SIZE SYMBOL AREA SERVED 130 LWT GPM SUPPLY RETURN CV -1 North Stair Tower 16.7 1,1 1/2 1/2 CV -2 South Stair Tower 16.7 1.1 1/2 I/2 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 SEE M0.3 FOR ACTUAL ROOM AIRFLOW INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. VARIABLE VOLUME REHEAT BOX SCHEDULE "' HEAT CAP. CFM MAX. OPER MAX. "NC" 160 EWT PIPE,SIZE r =' SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN VV 1 -1 Lower PT & Cardiac 1500 700 1.5 35 28.5 1.9 1/2 1/2 VV 1 -2 Lower Thercpist /Br 660 500 1.5 35 16.3 1.1 1/2 1/2 VV 1 -3 Lower Conference 340 185 1.5 35 6.0 0.4 1/2 1/2 VV 1 -4 Lower Conference 240 205 1.5 35 4.5 0.3 1/2 1/2 VV 1 -5 Lower Reception/Wo 1065 800 1.5 35 17.6 1.2 1/2 1 -/2 VV 1 -6 Lower Priv.Treatme 650 650 1.5 35 22.7 1.5 1/2 1/2 VV 1 -7 Lower Hydro /Stor. 270 270 1.5 35 5.9 0.4 1/2 1/2 VV 1 -8 Lower Emerg, Else. 730 270 1.5 35 8.5 0.6 1/2 1/2 VV 1 -9 Lower Elec. Room 790 220 1.5 2„5 5.9 0.4 1/2 1/2 VV 1 -10 Lower Lobby 900 900 1.5 35 27.6 1.8 1/2 1/2 VV 1 -11 Lower Lobby 900 900 1.5 35 27.6 118 1/2 1/2 VV 1 -12 Lower Purc Stor /St 470 470 1.5 35 16.2 1.1 1/2 1/2 VV 1 -13 Lower Gift /Storage 470 470 1.5 35 7.3 0.5 112 1/2 VV I -14 Lower EI.Lobby /Off 540 540 1.5 35 9.7 0.6 1/2 1/2 VV 1 -15 Not Used VV 1 -I6 Lower Breakout /Cor 1080 1080 1.5 35 22.8 1.5 1/2 1/2 VV 1 -17 Lower Conference 320 320 1.5 35 10.3 0.7 I/2 1/2 VV 1 -18 Lower Purch /Conf. 570 160 1.5 35 5.6 0.4 1/2 1/2 VV 1 -19 Lower Gym (interio 910 910 1.5 35 23.2 1.5 1/2 1/2 VV 1 -20 Lower Office 110 60 1.5 35 1.3 0.1 1/2 1/2 VV 1 -21 Lower Elevator Mac 2540 B00 1.5 35 0.0 0.0 VV 1 -22 Lower Telephone Rm 480 100 1.5 35 0.0 0.0 VV 2 -1 Main Managers /Corr 270 270 1.5 35 6.7 0.4 1/2 1/2 VV 2 -2 Main Mommo. /Dark R 690 690 1.5 35 18.0 1.2 1/2 1/2 VV 2 -3 Main Lounge /Wom. L 440 440 1.5 35 13.3 0.9 1/2 1/2 VV 2 -4 Main Hot Lob 700 700 1.5 35 516 0.4 1/2 1/2 VV 2 -5 Main Men's Lock /Co 650 650 1.5 35 13.2 0.9 1/2 1/2 VV 2 -6 Main Wait /Radiolog 570 310 1.5 35 6.8 015 1/2 1/2 VV 2 -7 Main Control /Film/ 970 600 1.5 35 15.4 1.0 1/2 1/2 VV 2 -8 Main C.T. 1060 400 1.5 35 10.4 0.7 1/2 1/2 VV 2 -9 Main R.F. West 710 S00 1.5 35 10.8 0.7 1/2 1/2 VV 2 -10 Main R.F. East 950 420 1.5 35 10.8 0.7 1/2 1/2 . VV 2 -11 Main Corr /R.T.Offi 550 550 1.5 35 12.7 0.8 1/2 1/2' VV 2 -12 Main Substerile Ea 2040 850 1.5 35 42.5 2.8 1/2 1/2 VV 2 -13 Main Corr by Op Rm 610 610 1.5 35 13.7 0.9 1/2 1/2 VV 2 -14 Main Central Proc. 790 790 1.5 35 17.4 1,2 1/2 1/2 VV 2 -15 Main Central Proc. 410 410 1.5 35 9.0 016 1/2 1/2 VV 2 -16 Main Pulmonary /Cor 660 660 1.5 35 12.8 0.9 1/2 1/2. VV 2 -17 Main Pharmacy /RTSt 460 460 1.5 35 11.0 0.7 1/2 1/2 VV 2 -18 Main Admitting /Cor 490 340 1.5 35 7.5 0.5 1/2 1/2 VV 2 -19 Main Minor Procedu 325 325 1.5 35 7.2 0.5 1/2 1/2 VV 2 -20 Main Nurse Sta. /Co 700 700 1.5 35 15.9 1,1 1/2 1/2 VV 2 -21 Main Inpatient (ext 190 190 1.5 35 6.0 0.4 1/2 1/2 VV 2 -22 Main Inpatient (in 310 310 1.5 35 6.8 0.5 1/2 1/2 VV 2 -23 Main Office /Util /C 560 560 1.5 35 11.2 0.7 1/2 1/2 VV 2 -24 Main Outpatient Wo 550 400 1.5 35 11.6 0.8 1/2 1/2 VV 2 -25 Main Ultrasound 230 230 1.5 35 5.1 013 1/2 1/2 VV 2 -26 Main Outpatient(ex 630 630 115 35 20.3 1.4 1/2 1/2 VV 2 -27 Main Outpotient(in 940 940 1.5 35 20.7 1.4 1/2 1/2 VV 2 -28 Moin Anesthesia /Eq 2300 410 1.5 35 10.7 0.7 1/2 1/2 VV 2 -29 Main Operating #1 2300 2300 1,5 35 52.3 3.5 3/4 3/4' VV 2 -30 Main Operating #2 2300 2300 1.5 35 50.6 3.4 3/4 3/4 VV 2 -31 Main Operating #3 2300 2300 1.5 35 50.6 h 3.4 3/4 3/4 VV 2 -32 Main Sterile Core 650 650 1.5 35 15.1 1.0 1/2 1/2 VV 2 -33 Main OutPatient Cc 2230 600 1,5 35 26.9 1.8 1/2 1/2 VV 2 -34 Main IV Prep Rm 700 700 1.5 35 6.0 0.4 1/2 1/2 VV 2 -35 Main Nuclear Med. 220 220 1.5 35 6.0 0.4 1/2 1/2 VV 3 -1 2nd ACU #1 710 200 1.5 35 9.8 0,7 1/2 1/2 VV 3 -2 2nd ACU #2 550 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -3 2nd ACU #3 560 150 1.5 35 7.1 0.5 1/2 1/2 VV 3 -4 2nd ACU #4 560 560 1.5 35 16.1 1.1 1/2 1/2 VV 3 -5 2nd ACU #5 445 445 1.5 35 9.9 0.7 1/2 1/2 VV 3 -6 2nd Waiting 370 100 1.5 35 4.4 0.3 1/2 1/2 VV 3 -7 2nd ACU #6 400 120 1.5 35 5.6 0.4 1/2 1/2 VV 3 -8 2nd ACU #7 400 120 1.5 35 5.9 0.4 1/2 1/2 VV 3 -9 2nd ACU #8 680 220 1.5 35 1018 0.7 1/2 1/2 VV 3 -10 2nd ACU #9 400 140 1,54 35 6.8 0,5 1/2 1/2 VV 3 -11 2nd ACU #10 560 200 1.5E 35 9.9 0.7 1/2 1/2 VV 3 -12 2nd ACU #II 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -13 2nd ACU #12 400 120 1.5 35 5.5 0.4 1/2 1/2 VV 3 -14 2nd SCU #6 270 270 115 35 7,8 0.5 1/2 1/2 VV 3 -15 2nd SCU #5 340 340 1.5 35 9.0 0.6 1/2 1/2 VV 3 -16 2nd SCU #4 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -17 2nd SCU #3 270 270 1.5 35 7.9 0.5 1/2 1/2 VV 3 -18 2nd SCU #1 330 330 1.5 35 8.7 0.6 1/2 1/2 VV 3 -19 2nd SCU #2 250 250 1.5 35 7.5 6.5 1/2 1/2 VV 3 -20 2nd Nurse /Corr /Med 920 920 1.5 35 23.1 1.5 1/2 1/2 VV 3 -21 2nd Corr /Cons /Util 645 645 1.5 35 16.5 1.1 1/2 1/2 VV 3 -22 2nd Nurse N /Corr 580 580 1.5 3$ 15.8 1.1 1/2 1/2 VV 3 -23 2nd Corr /Equip /Jon 720 720 1.5 35 21.6 1.4 1/2 1/2 VV 3 -24 Not Used VV 3 -25 2nd ACU #13 400 120 1.5 35 5.5 014 1/2 1/2 VV 3 -26 2nd ACU #14 400 120 1.5 35 - -5115 0.4 1/2 112 VV 3 -27 2nd ACU #15 400 120 115 35 5.5 0.4 1/2 1/2' VV 3 -28 2nd ACU #I6 400 120 1.5 35 5.7 0.4 1/2 1/2,. VV 3 -29 2nd ACU #17 560 560 1.5 35 17.8 1.2 1/2 1/2 VV 3 -30 2nd ACU #18 400 140 1.5 35 6.8 0.5 1/2 1/2 VV 3 -31 2nd ACU #19 400 140 1.5 35 6.6 0.4 1/2 1/2' VV 3 -32 2nd ACU #20 400 130 1.5 35 6.3 0.4 1/2 1/2 " VV 3 -33 2nd ACU #21 400 130 1.5 35 6.0 0.4 1/2 1/2 VV 3 -34 2nd LDRP #1 670 670 1.5 35 18.8 1.3 1/2 1 -/2 VV 3 -35 2nd LDRP #2 690 690 1.5 35 1818 1.3 1/2 1/2 VV 3 -36 2nd LDRP #3 690 690 1.5 35 18.8 1.3 1/2 1/2 VV 3 -37 2nd LDRP #4 655 655 1.5 35 16.1 1.1 1/2 1/2 VV 3 -38 2nd Family Waiting 570 130 1.5 35 6,4 0.4 1/2 1/2 VV 3 -39 2nd Corridor S Mis 670 670 1.5 35 20.4 1.4 1/2 1/2' VV 3 -40 2nd Nursery /chng /t 440 440 1.5 35 10.1 0.7 1/2 1/2 VV 3 -41 2nd Nurse S /Corr /E 800 800 1.5 35 21.9 1.5 1/2 I/2 VV 3 -42 2nd Corr /Nour /Util 600 600 1.5 35 16.3 1.1 1/2 1/2 VV 3 -43 2nd Staff Conf 290 140 1.5 35 4.0 0.3 1/2 1/2 VV 3 -44 2nd Elec Closet 330 80 1.5 35 0.0 0.0 VV 3 -45 1 2nd Telephone 1 480 100 1.5 35 1 0.0 0.0 NOTE: ALL VV BOX CONTROL WIRING ON EMERGENCY POWER UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 UNIT HEATER SCHEDULE A ON HEAT CAP. EMERGENCY CFM CFM MAX. OPER MAX. "NC" 160 EWT PIPE SIZE GENERATOR SYMBOL AREA SERVED MAX MIN STAT. PRES AT MAX S.P.130 LWT GPM SUPPLY RETURN HP VOLTAGE UH -1 Lower Boiler Room 850 850 - -- 35 30.0 2.0 112 1/2 1/12 120V/10 UH -2 Lower Receiving 850 850 - -- 35 30.0 2.0 112 1/2 I /12 120V/10 -- UH -3 Generator room 850 850 -- 35 30.0 2.0 1/2 1/2 1/12 120V /I 0. YES UH -4 Generator control 400 400 -- 35 11.7 018 1/2 1/2 1/12 120V/10 --- UH -5 Equipment roam 850 850 - -- 35 3010 2.0 1/2 1/2 1/12 120V/10 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 UAXIMUM SOUND POWER CRIT db RE 10 -12 WATTS (IN /OUT) ® F . TAG 63 1 250 500 2000 4000 AHU -I 79/70 84/74 85/7 2 77/59 74/56 69/52 AHU -2 82/75 87/80 82 83/76 80/73 77/70 72/66 AHU -3 76/75 79 83/82 79/78 76/7 72/71 68/67 AHU -4 4/65 76/69 75/64 69/56 66/53 62/4 58/45 -5 71/64 74/66 72/61 68/54 64/50 61/48 57 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 EXPANSION JOINTS INS OPERATI AXIAL TRANSVERSE SYMBOL LINE TEMP. MOVEMENT MOVEMENT EJ -LI HWS 60' 160' 01" EJ -L OR 60' 160, 1., TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 TRIC WALL HEATER SCHE SYMBOL AREA SERVED WATTS VOLT MPS REMARKS EWH -I Entry Vestibule 8 00 2 8.65 Cadet Model FXW -242 EWH -2 Entry Vestib 80 1800 208 B.6 Cadet Model FXW -242 EWH -3 5toi 80 1800 208 6.65 Co el FXW -242 EWH- lev. Lobby -Roof 80 1800 208 8.65 Cadet Mode{ 42 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notki n m"anical engineers w*w.notlan.us telephone: 206.448.1911 bcsimile:206.448.9485 Mdtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 f LOJ cc am L/�U an O J `W z W 0 � CA LU MO G _ o I- a J TW i Z O Ln cc W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 PERMIT SET ISSUED: August 15, 2005 REVISIONS: TAB SCHEDULES (EXISTING) SHEET: M0,5 M a 0 I N I 0 N I \ P 3 v 0 i = 0 U N 0 1 ° I / 1 w a a �a TEMPORARY SCALE: 1/4"=l'-O" ;U- ISOL #WLI 1 72 \I 1 k I U U U y U U U U O 0 0 0 I GENERAL NOTES: 1. TEMPORARY ACU ISOLATION ROOM IS REQUIRED DURING PHASE IV WHILE THE EXISTING ACU ROOM #5 IS UNDER CONSTRUCTION. 2• RETURN THE TEMPORARY ROOM TO THE ORIGINAL CONDITION AFTER ACU ROOM #5 IS RECOMMISSIONED EXCEPT THAT THE ROOM PRESSURIZATION INDICATOR IS TO REMAIN. 3. GENERAL NOTES M .6 0 � .6 ALSO APPLY. FLAG NOTES: 1� REMOVE EXISTING FLEX CONNECTION FROM RETURN AIR DIFFUSER. CAP AND SEAL EXISTING 12" RA DUCT. 10 "0 DOWN TO 3' -0" AFF. PROVIDE 10 "0X5' -0" FLEX DUCT FOR CONNECTION TO HEPA NEGATIVE PRESSURE UNIT. MEASURE EXISTING SUPPLY AIRFLOW. SET HEPA NEGATIVE AIR FLOW UNIT AIRFLOW TO THE MEASURED VALUE PLUS 100 CFM (APPROX. 60% FLOW). ® INSTALL 10 "0, 14 GA GALVANIZED FLANGE SLEEVE THRU WINDOW OPENING IN OUTSIDE WALL. SLEEVE TO PROJECT 6" INSIDE. SEAL AIRTIGHT INSIDE AND OUT. COORDINATE LOCATION OF PENETRATION WITH OWNERS REPRESENTATIVE. 5,_> CUT AND CAP EXISTING 5 "0 TOILET EXHAUST DUCT. © INSTALL ROOM PRESSURIZATION INDICATOR. INDICATOR TO BE ADI VISUAL ONLY MANUALLY SWITCHABLE NEGATIVE /POSITIVE INDICATOR. AIRFLOW DIRECTION INCORPORATED (888.334.4545). INSTALL 60" AFF. /rte U U 0 0 99 9.10 �I O O U U 0 0 0 0 I r 3 3105 3 2 2 2 � HEPA NEGATIVE — ? --- - - - - -- - -�� -�� AIR UNIT (TYP 2) \ TEMPORARY WALL I JANITOR / I *- WORK R00r CLEAN 51JEFLI 105b I — I i jJ I I 5 TO- . E I011 DETAIL M0.6 1 MO.f SCALE: 1/4 " =1' -0" 1 I , *I 1051cc% STERILE R00 \\ 10 J 0 0 0 I I I I I I I1, I I TEMPORARY SCU ISOLATION ROOM SCALE: 1/4"=l'-O" ( 3 ) TYPICAL PATIENT ROOM M0.6 1 MO.6 SCALE: 1/4 " =1' -0" PLAN DETAIL GENERAL NOTES: 1. TEMPORARY SCU ISOLATION ROOM IS REQUIRED DURING PHASE IV WHILE THE EXISTING SCU -1 ISOLATION ROOM IS UNDER CONSTRUCTION. 2. RETURN THE TEMPORARY ROOM TO THE ORIGINAL CONDITION AFTER SCU -1 IS RECOMMISSIONED EXCEPT THAT THE ROOM PRESSURIZATION INDICATOR IS TO REMAIN. 3. GENERAL NOTES ALSO APPLY. M fi&OO. 6 FLAG NOTES: EXISTING V -V3 -14 VAV BOX. RESET MAXIMUM FLOW TO 100% (270 CFM). 2� REMOVE EXISTING FLEX CONNECTION TO RETURN AIR DIFFUSER. CAP AND SEAL EXISTING 8" RA DUCT. 3� NEW 8 "0X2' LONG FLEX DUCT. ® EXISTING 6 "0 TOILET EXHAUST DUCT. 10 "0 DOWN TO 3' -0" AFF. PROVIDE 10 "0X5' -0" FLEX DUCT FOR CONNECTION TO HEPA NEGATIVE PRESSURE UNIT. © SET HEPA NEGATIVE AIR UNIT AIRFLOW TO 350 CFM (APPROX. 50% FLOW). :> INSTALL 10 "0, 14 GA GALVANIZED FLANGE SLEEVE THRU WINDOW OPENING IN OUTSIDE WALL. SLEEVE TO PROJECT 6" INSIDE. SEAL AIRTIGHT INSIDE AND OUT. COORDINATE LOCATION OF PENETRATION WITH OWNERS REPRESENTATIVE. ® CUT AND CAP EXISTING 6 "0 TOILET EXHAUST DUCT. 9� INSTALL ROOM PRESSURIZATION INDICATOR. INDICATOR TO BE ADI VISUAL ONLY MANUALLY SWITCHABLE NEGATIVE /POSITIVE INDICATOR. AIRFLOW DIRECTION INCORPORATED (888.334.4545). INSTALL 60" AFF. GENERAL NOTES: 1. HEPA NEGATIVE AIR UNIT. 1.1 BEFORE OPERATING CONFIRM CORRECT SEATING OF HEPA FILTER. 1.2 ON INITIAL STARTUP AT MAX CFM, RECORD DIFFERENTIAL PRESSURE FROM GAUGE. RECORD AND LOG THE PRESSURE AND THE UNIT NUMBER. MARK THIS INITIAL PRESSURE ON THE UNIT. 1.3 CHANGE PREFILTERS AND HEPA FILTERS AS REQUIRED TO MAINTAIN THE DIFFERENTIAL PRESSURE NOT GREATER THAN THE INITIAL DIFFERENTIAL PRESSURE + 11N H2O. 1.4 BESIDES THE INITIAL DIFFERENTIAL PRESSURE RECORD AND LOG THE FOLLOWING: 1.4.1 DAILY PRESSURE - RECORDED AT THE SAME TIME EACH DAY. 1.4.2 INITIAL DIFFERENTIAL PRESSURE AFTER EACH FILTER CHANGE AND THE TYPE OF FILTERS) CHANGES. 1.5 THE UNIT IS TO OPERATE CONTINUOUSLY DURING THE CONSTRUCTION PERIOD. THERE IS TO BE NO CONSTRUCTION WHILE THE UNIT IS NOT OPERATING I.E. DURING FILTER CHANGES. 1.6 AFTER COMPLETION OF CONSTRUCTION. REMOVE SEALS, RESET DAMPERS TO THEIR ORIGINAL SETTINGS, CLEAN UNITS AND FLEX HOSES. INSTALL NEW PREFILTERS AND HEPA FILTERS. PROVIDE THE HOSPITAL WITH UNITS, HOSES, AND ALL REMAINING FILTERS. FLAG NOTES: BEFORE BEGINNING DEMOLITION: :> SHUT OFF VAV BOX AT BUILDING AUTOMATION SYSTEM CONFIRM BOX IS SHUT. :> MARK ORIGINAL POSITION THEN CLOSE SUPPLY AIR VOLUME DAMPERS. D:�> SEAL OFF ALL DIFFUSERS AND GRILLES AIR TIGHT WITH VINYL SHEET AND DUCT TAPE. ® INSTALL 10 "0, 14 GA GALVANIZED FLANGE SLEEVE THRU WINDOW OPENING IN OUTSIDE WALL.SLEEVE TO PROJECT 6" INSIDE. SEAL AIRTIGHT INSIDE AND OUT. COORDINATE LOCATION OF PENETRATION WITH OWNERS REPRESENTATIVE. 5� CONNECT SLEEVE TO HEPA NEGATIVE AIR UNITWITH 10' -10" DIAMETER FLEXIBLE DUCT. START UNIT AT MAXIMUM OPETARING SPEED. RECORD AND LOG DEFFERENTIAL PRESSURE ACROS FILTER BANKS. © ARRANGE HOSE AND UNIT SUCH THAT HOSE HAS NO MORE THAN 180' OF BEND THROUGHOUT ITS LENGTH. 1/4" = 1' -0" 0 2 4 8 12 RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notkin mildmi al engineers www.notkin.us telephone: 206.448.1911 facsimile, 206.448.9485 MAtropoliran Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notion #: 209002 ••••wb . !yam 4 N%% 0 EXPIRES 6/29/2006 G on W PERMIT SET ISSUED: August 15, 2005 REVISIONS: DETAILS SHEET- I M0,6 om W ow 0 J W Z W p Z C •- J =� m ■ •� C Uj 4A C �,} V V o LZ r CL Q LUJ Z 0 LA W LL LL W MMN PERMIT SET ISSUED: August 15, 2005 REVISIONS: DETAILS SHEET- I M0,6 i 0 P n I O O 0 U U N O O C O N ,n U w O a �a Z ALTERNATE NO. 2 SEE I /M7,1 n r, NOTES THIS SHEET tJ1 CAP DUCTWORK AT THIS LOCATION FOR FUTURE . ALTERNATE WORK. Q 2" HWS & HWR UP IN WALL ABOVE. SEE M2.2 FOR CONTINUATION. O PROVIDE SHUTOFF -VALVES AND CAP PIPES FOR FUTURE ALTERNATE WORK. O NOT USED 5� 4" CHWS & CHWR UP IN WALL ABOVE.. SEE M2.2 FOR CONTINUATION. © PROVIDE ISOLATION VALVES ON BOTH SUPPLY AND RETURN PIPES COORDINATE EXACT LOCATIONS. O 1/2" HWS & HWR DOWN IN WALL TO CONNECT TO CV -1 UNIT. 8O INSTALL BOTTOM OF SUPPLY REGISTER 8' -3" AFF. O INSTALL BOTTOM OF RETURN REGISTER 9' -2" AFF. t0 HVAC DDC CONTROL PANEL. MAINTAIN 3' -6" CLEAR IN FRONT OF PANEL AS AN ELECTRICAL ACCESS SPACE, NO MECHANICAL EQUIPMENT, PIPING OR DUCTWORK PERMITTED IN THIS SPACE FROM FLOOR TO STRUCTURE. RICE ARCHITECTURE &PLANNING, i i i i Z ALTERNATE NO. 2 SEE I /M7,1 n r, NOTES THIS SHEET tJ1 CAP DUCTWORK AT THIS LOCATION FOR FUTURE . ALTERNATE WORK. Q 2" HWS & HWR UP IN WALL ABOVE. SEE M2.2 FOR CONTINUATION. O PROVIDE SHUTOFF -VALVES AND CAP PIPES FOR FUTURE ALTERNATE WORK. O NOT USED 5� 4" CHWS & CHWR UP IN WALL ABOVE.. SEE M2.2 FOR CONTINUATION. © PROVIDE ISOLATION VALVES ON BOTH SUPPLY AND RETURN PIPES COORDINATE EXACT LOCATIONS. O 1/2" HWS & HWR DOWN IN WALL TO CONNECT TO CV -1 UNIT. 8O INSTALL BOTTOM OF SUPPLY REGISTER 8' -3" AFF. O INSTALL BOTTOM OF RETURN REGISTER 9' -2" AFF. t0 HVAC DDC CONTROL PANEL. MAINTAIN 3' -6" CLEAR IN FRONT OF PANEL AS AN ELECTRICAL ACCESS SPACE, NO MECHANICAL EQUIPMENT, PIPING OR DUCTWORK PERMITTED IN THIS SPACE FROM FLOOR TO STRUCTURE. RICE ARCHITECTURE &PLANNING, 262 4th Street t� Bremerton, WA 98337 TT (360) 377 -8773 FAX 792 -1385 info@rfmarch.com LOWER 'FLOOR PLAN - notki n , I:. , mAchanlcal engineers Z ALTERNATE NO. 2 SEE I /M7,1 n r, NOTES THIS SHEET tJ1 CAP DUCTWORK AT THIS LOCATION FOR FUTURE . ALTERNATE WORK. Q 2" HWS & HWR UP IN WALL ABOVE. SEE M2.2 FOR CONTINUATION. O PROVIDE SHUTOFF -VALVES AND CAP PIPES FOR FUTURE ALTERNATE WORK. O NOT USED 5� 4" CHWS & CHWR UP IN WALL ABOVE.. SEE M2.2 FOR CONTINUATION. © PROVIDE ISOLATION VALVES ON BOTH SUPPLY AND RETURN PIPES COORDINATE EXACT LOCATIONS. O 1/2" HWS & HWR DOWN IN WALL TO CONNECT TO CV -1 UNIT. 8O INSTALL BOTTOM OF SUPPLY REGISTER 8' -3" AFF. O INSTALL BOTTOM OF RETURN REGISTER 9' -2" AFF. t0 HVAC DDC CONTROL PANEL. MAINTAIN 3' -6" CLEAR IN FRONT OF PANEL AS AN ELECTRICAL ACCESS SPACE, NO MECHANICAL EQUIPMENT, PIPING OR DUCTWORK PERMITTED IN THIS SPACE FROM FLOOR TO STRUCTURE. RICE ARCHITECTURE &PLANNING, INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. CV -2 -- ON -F1,00 REVISIONS: T.A.B. LOWER FLOOR PLAN SHEET: I M0.7 262 4th Street t� Bremerton, WA 98337 TT (360) 377 -8773 FAX 792 -1385 info@rfmarch.com notki n , I:. , mAchanlcal engineers w*w.notkin.us % ±. telephone: 206.448.1911 facsimile: 206.448.9485 . '. ,;', ;'.'• ;'•; ; " M6tropolitan Park West • 1100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Pock Wilton, P.E. notkin #:204002 EE DWG 3/M3.1 FOR . ETAILS OF PHYSICAL LANT. I INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. CV -2 -- ON -F1,00 REVISIONS: T.A.B. LOWER FLOOR PLAN SHEET: I M0.7 RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info @rfmarch.com notkin mAchamcal engineers www.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 MEtropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, RE notkin #: 204002 W Ut CAP DUCTWORK AT THIS LOCATION FOR FUTURE ALTERNATE WORK. Mn OF `OPERATING ROOM DUCTWORK SEE DRAWING 2/M3.1. 0 3 '0 18" 0 DUCT. UP O ' 20 "0• DUCT-UP Ac li O -'0 SYMBOL IS PRESSURE SENSOR. OPERATING ROOMS' VV2- 28,29,30, 31, W .TO. HAVE POSITIVE PRESSURE RELATIVE TO STERILE CORE VV2 -32. STERILE Ow CORE TO HAVE POSITIVE PRESSURE RELATIVE TO 0 CORRIDOR VV2 -13: " J TRANSITION 6 "0'TO CONNECT TO 4 "0'AT BACK OF Ed STERILIZER. W BALANCE EF -4 W /SPEED CONTROL TO PROVIDE A MINIMUM OF 100, CFM AT 0.15" 5P. AT ED STERILIZER. ' O � W O O a-+ Z � C t0 i Z 4.v IIA J ■ C� 12 . 2 -7/2 "HWS & HWR' UP IN SHAFT ABOVE. COORDINATE EXACT LOCATION. t3 4" -CHWS & OHWR PIPES DOWN IN' WALL.. SEE M2.1 FOR CONTINUATION. W ■ Ln 1A _ HWS &, HWR 'PIPES'DOWN IN WALL. SEE M2.1 FOR CONTINUATION. t5 .. 11/2" HWS_ & HWR ,• 4" CHWS &_CHWR' UP IN-CHASE ABOVE. SEE M2.3. FOR CONTINUATION. is ,-CONNECT 0. J Q DARKROOM:PROCESSOR'R14,TO EXHAUST DUCT. SEE 4/M4.2. W :; 18 ; `INSTALL ,BOTTOM "OF OPERATING ROOM: RETURN GRILLES . (RR -2) .;4'. ABOVE ,FINISHED FLOOR. -= Z 19 � 6 m -4 0 N , W Li- e N N 0 0 c 0 D O 0 U � N P O W H U W O a �a NOTES THIS SHEET yp ADJUST HOT LAB W BOX TO MATCH EXHAUST FAN EF -1 LESS 50 CFM. INTERLOCK VV2 -4 WITH EF -1 TO CLOSE VV BOX WHEN EF -1 IS OFF. 21 WRAP SUPPLY AND RETURN DUCTS WITH ACOUSTICAL WRAP. 22 PROVIDE 3— SPLITER ELBOWS TYPICAL R =1.00. 23 PROVIDE WELDED DUCTWORK THIS SYSTEM. PROVIDE ACCESS PANELS FOR WASHDOWN. GENERAL NOTES A PROVIDE DUCTS TO 'CEILING GRILLES SAME SIZE AS GRILLE NECK SIZE. 8 PROVIDE FINAL CONNECTION TO SUPPLY AND RETURN AIR INLETS AND OUTLETS, EXCEPT AHU -3 DUCTWORK AND NON— ACCESSIBLE SPACES WITH FLEXABLE DUCT. MINIMUM LENGTH 5 FEET; MAXIMUM LENGTH 7 FEET, C PROVIDE CONICAL TAPS AT ALL BRANCH CONNECTIONS TO MAIN DUCTS. INFORMATION ON THIS . DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. Ut CAP DUCTWORK AT THIS LOCATION FOR FUTURE ALTERNATE WORK. OF `OPERATING ROOM DUCTWORK SEE DRAWING 2/M3.1. 3 '0 18" 0 DUCT. UP O ' 20 "0• DUCT-UP O -'0 SYMBOL IS PRESSURE SENSOR. OPERATING ROOMS' VV2- 28,29,30, 31, .TO. HAVE POSITIVE PRESSURE RELATIVE TO STERILE CORE VV2 -32. STERILE CORE TO HAVE POSITIVE PRESSURE RELATIVE TO CORRIDOR VV2 -13: " TRANSITION 6 "0'TO CONNECT TO 4 "0'AT BACK OF Ed STERILIZER. BALANCE EF -4 W /SPEED CONTROL TO PROVIDE A MINIMUM OF 100, CFM AT 0.15" 5P. AT ED STERILIZER. ' O TRANSITION 10 -0 TO- 50 4 IN WALL ABOVE. O CD -1 DIFFUSER, 380' CFM, 12"0 NECK, 4 -WAY. 9 NOT USED. . t0 2 ". HWS &- HWR UP AND DOWN IN WALL. 11 2 -1/2" HWS & HWIR DOWN IN WALL.' SEE M2.1 FOR CONTINUATION. 12 . 2 -7/2 "HWS & HWR' UP IN SHAFT ABOVE. COORDINATE EXACT LOCATION. t3 4" -CHWS & OHWR PIPES DOWN IN' WALL.. SEE M2.1 FOR CONTINUATION. 14' -2" HWS &, HWR 'PIPES'DOWN IN WALL. SEE M2.1 FOR CONTINUATION. t5 .. 11/2" HWS_ & HWR ,• 4" CHWS &_CHWR' UP IN-CHASE ABOVE. SEE M2.3. FOR CONTINUATION. is ,-CONNECT 0. - DARKROOM 'PROCESSOR R12 TO EXHAUST DUCT., SEE 4/M4.2. - 17 O .;CONNECT - DARKROOM:PROCESSOR'R14,TO EXHAUST DUCT. SEE 4/M4.2. :; 18 ; `INSTALL ,BOTTOM "OF OPERATING ROOM: RETURN GRILLES . (RR -2) .;4'. ABOVE ,FINISHED FLOOR. -= 19 � 6 m -4 C0 -2.• 50' , GENERAL NOTES A PROVIDE DUCTS TO 'CEILING GRILLES SAME SIZE AS GRILLE NECK SIZE. 8 PROVIDE FINAL CONNECTION TO SUPPLY AND RETURN AIR INLETS AND OUTLETS, EXCEPT AHU -3 DUCTWORK AND NON— ACCESSIBLE SPACES WITH FLEXABLE DUCT. MINIMUM LENGTH 5 FEET; MAXIMUM LENGTH 7 FEET, C PROVIDE CONICAL TAPS AT ALL BRANCH CONNECTIONS TO MAIN DUCTS. INFORMATION ON THIS . DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. I a M a N N 7 ° f m ° s m 0 ° U N ° I ° 0 N z U } O 1 � p �a a-- r�r cJ a- 1/ TO ME RO C}, s1 I x7 ANI_10 MCMICCDC Akin n11PT1AIMMV e+ l GENERAL NOTES A INSTALL SOUND TRAPS AFTER VV BOXES AS SHOWN, ED TYPICAL U.O.N. B INSTALL 12X12 DUCTWORK FROM VV BOXES TO SOUND TRAPS UNLESS OTHERWISE SHOWN. C PROVIDE DUCTS TO CEILING GRILLES SAME SIZE AS GRILLE NECK SIZE. D PROVIDE FINAL CONNECTION TO SUPPLY AND RETURN AIR INLETS AND OUTLETS, EXCEPT IN NON- ACCESSIBLE SPACES, WITH FLEXIBLE DUCT. MINIMUM LENGTH 5 FEET, MAXIMUM LENGTH 7 FEET. E PROVIDE CONICAL TAPS, AT ALL BRANCH CONNECTIONS TO MAIN DUCTS I ._."....,_j a INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notkin mAchanval engineers WWW.notkin.us telephone: 206.448.1911 facsimile:206.448.9485 M2tropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 A I NOTES THIS SHEET 0N O 42x60 DOUBLE WALL DUCT PLENUM (SOLID INNER WALL) UP TO AHU -5 20 2 -1/2" CHWS&CHWR AND 1 -1/4" HWS&HWR UP TO AHU -1 ON ROOF om TRANSITION TO 16x72 AT UNIT. BELLMOUTH SUPPLY DUCTS INTO PLENUM. AT INSIDE OF ROOF CURB. COORDINATE WITH RETURN AIR DUCT ABOVE 0. ROOF (INSIDE ROOF CURB), VERIFY EXACT LOCATION BEFORE ROUGH -IN. 0 SEAL AIRTIGHT AROUND PIPES AT ROOF PENETRATIONS. O 24x65 DOUBLE WALL DUCT PLENUM (PERFORATED INNER WALL)UP TO AHU -5. 2t 2" HWS&HWR DOWN IN WALL. SEE M2.2 FOR CONTINUATION. BELLMOUTH RETURN DUCT INTO PLENUM. ' 22 SAME AS NOTE 20, EXCEPT 2" CHWS&CHWR AND 1 -1/4" HWS&HWR UP ;O 22x44 BELLMOUTH INTO 48X66 DOUBLE WALL DUCT PLENUM (SOLID INNER p TO AHU -4 UNIT ON ROOF. WALL) UP TO AHU -4 TRANSITION 48X66 TO 18X66 AT UNIT. Z � C 23 SAME AS NOTE 20, EXCEPT 2" CHWS&CHWR AND 2" HWS&HWR UP 4U BELLMOUTH RETURN DUCTS INTO 64X52 DOUBLE WALL DUCT PLENUM. m TO AHU -3 UNIT ON ROOF. (PERFORATED INNER WALL) STUB INTO TOP OF PLENUM WITH 30X48. RUN UP TO AHU -4. TRANSITION 3OX48 TO 76X18 AT UNIT, 24 2 -1/2" HWS&HWR DOWN ALONG WALL IN SHAFT SEE M2.2 FOR LM CONTINUATION. J PROVIDE AND INSTALL INDUSTRIAL ACOUSTICS COMPANY DUCT SILENCERS 25 SAME AS NOTE 20. EXCEPT 2 -1/2" CHWS&CHWR AND I" HWS&HWR UP AFTER ALL VV TERMINALS BOXES ON THIS FLOOR. TO AHU -2 UNIT ON ROOF. tiO RUN 14 "0 UP THROUGH ROOF TO EF -1. 26 SAME AS NOTE 20, EXCEPT 2" CHWS&CHWR AND 1" HWS&HWR UP _ 0 TO AHU -5 UNIT ON ROOF. 0 RUN 20 "m UP THROUGH ROOF TO EF -8. 27 4" CHWS &CHWR AND 1 -1/2" HWS&HWR DOWN IN SHAFT. O RUN 12 "0 UP THROUGH ROOF TO EF -2, 213 PROVIDE SHUT -OFF VALVES AND CAP PIPES FOR FUTURE ALTERNATE, O NOT USED 29 RUN 10 "0 UP THROUGH ROOF TO EF -5 t0 RUN 20 "0 UP THROUGH ROOF TO EF -3. 30 USE 316 STAINLESS STEEL SUPPLY DUCT FROM AHU -3 FOR A MINIMUM Ln DISTANCE OF 10' FROM UNIT, it NOT USED 3t 3OX30 SUPPLY AND RETURN UP TO AHU -1• TRANSITION IN SHAFT DOWN t2 RUN 6 "0 UP TWROUGH LL TO MAIN FLOOR. OFFSET AS REQUIRED. SEE M2.2 FOR SIZES AT MAIN FLOOR. ROOF TO EF -4. W 32 DOUBLE WALL 40220 SUPPLY DUCT (SOLID INNER WALL) FROM AHU -4 13 _ RUN 16 "0 UP .THROUGH ROOF TO EF -6. UP TO AND INCLUDING ELBOW IN CORRIDOR. LINER TO BE SOLID SHEET METAL, NO PERFORATIONS. WRAP DUCT WITH ACOUSTICAL WRAP. t4 RUN I6 "0 UP THROUGH ROOF TO FUTURE EF -7. 33 30X30 RETURN. 45X24 SUPPLY UP TO AHU -2. TRANSITION RETURN IN SHAFT "0 'ARCHITECT DOWN TO MAIN FLOOR, SEE M2.2 FOR SIZES AT MAINFLOOR. 15 .- RUN- 8 FROM SPECIFIED- EXHAUST HOOD-(TRANSITION .AT HOOD AS REQUIRED)'.UP 34 60-4 CD -I THROUGH ROOF TO ROOF CAP ON CURB WITH 40 BACKDRAFT'DAMPER WITHOUT BIRDSCREEN, BROAN MODEL 644 OR EQUAL. 16 .: EXHAUST 6X6 40 . CEG -I RUN 5'0 DUCT TO GRILLE U.O.N. 35 6'0-4 75 CD -2 • r 36 6 0-4 CD-2 , t7 CAP FOR ALTERNATE #1 SEE 4/M7,1 1 50 t8 . '' IF STAIR .TOWER ALTERNATE #I , ACCEPTED, DO NOT INSTALL THiS DIFFUSER 37 DOUBLE WALL DUCT WITH PERFORATED INNER WALL. OR DUCTWORK. TO THIS AREA. REDUCE VV3 7-14 VOLUME TO 220 CFM. 38 PROVIDE LINING FOR FIRST 15 FEET FROM UNIT, l9 ''TO TRANSITION '`5X14 TO 877 ROUND. RUN 8 "0 UP THROUGH ROOF ,EF -9. • . l GENERAL NOTES A INSTALL SOUND TRAPS AFTER VV BOXES AS SHOWN, ED TYPICAL U.O.N. B INSTALL 12X12 DUCTWORK FROM VV BOXES TO SOUND TRAPS UNLESS OTHERWISE SHOWN. C PROVIDE DUCTS TO CEILING GRILLES SAME SIZE AS GRILLE NECK SIZE. D PROVIDE FINAL CONNECTION TO SUPPLY AND RETURN AIR INLETS AND OUTLETS, EXCEPT IN NON- ACCESSIBLE SPACES, WITH FLEXIBLE DUCT. MINIMUM LENGTH 5 FEET, MAXIMUM LENGTH 7 FEET. E PROVIDE CONICAL TAPS, AT ALL BRANCH CONNECTIONS TO MAIN DUCTS I ._."....,_j a INFORMATION ON THIS DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notkin mAchanval engineers WWW.notkin.us telephone: 206.448.1911 facsimile:206.448.9485 M2tropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 A I 0N I..f. om W 0. 0 J W Z W p Z � C t 0 LEE c4-0 m LM V F— V 00 V _ 0 Q W X Z 0 Ln ii LLJ LL LL W Mn 1. PHYSICAL THERAPY ALTERNATE NO. 2 (LOWER FLOOR) w 0 z c� 3 (PHARMACY/ N N N O m 0 a s 0 0 0 U N O O C O N h F W O K a �a I ALTERNATE NO.3 (MAIN FLOOR) re i w 2 MATERIAL MANAGEMENT ALTERNATE NO.4 , LOWER FLOOR z 3 1" CHWS & CHWR " PJ „ 16X16 12" OVAL 1/2" HWS & HWR FC -I TRANSITION TO UNIT AS REQUIRED 10" OVAL 10" OVAL (SECOND FLOOR) (MAIN FLOOR) 4 STAIR 'C' ALTERNATE NO.1 1/811=1.—O.. k INFORMATION ON THIS,, DRAWING IS FOR T.A.B. CONTRACTORS USE ONLY. I NOTES THIS SHEET I O TIE TO BASE BID DUCTWORK AT THIS LOCATION. O CONNECT TO HWS & HWR PIPES PROVIDED FOR FUTURE ALTERNATE WORK AT THIS LOCATION. SEE M2.1. O ADJUST IV PREP ROOM W BOX TO MATCH EXHAUST FAN EF -7 LESS 50 CFM. INTERLOCK W2 -34 WITH EF— TO. CLOSE W BOX WHEN EF— IS OFF. GENERAL NOTES A PROVIDE DUCTS TO CEILING GRILLES SAME SIZE AS GRILLE NECK SIZE. B PROVIDE FINAL CONNECTION TO SUPPLY•AND RETURN AIR INLETS AND OUTLETS, EXCEPT NON— ACCESSIBLE SPACES. WITH FLEXIBLE DUCT, MINIMUM LENGTH 5 FEET MAXIMUM 4.ENGTH 7 FEET. RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notkin milchanical amine m wWw.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 Mittropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Rick Wilton, P.E. notkin #: 204002 JR W 0 w om a 0 J W Z W p 4-0 Z � QL H ' ■ L4q C CC v U V 00 t _ C J a W Z 0 cin W LL LL W PERMIT SET ISSUED: August 15, 2005 REVISIONS: T.A.B. ENLARGED PLANS M0.10 F a n N N m s a a N O °a 0 N N w a a /y N MAIN LEVEL PLUMBING PLA SCALE: 1/16 " =1' -0" i o- TARS A II o-r —� STOP I 81-- d Y - - - I€ STAFF W3 STAFF 1oul-I. tic= I em 51 A T RAFT mm P'LMONART w-uAO. aEICE I I I I v 1 G 1 M6 CT o:3`Cc IT 1Wl,EEL- RRA 0b C4AIR VEST.f - i j «�� GO g. I LyU L?. O 1 RCRAPY E&iCEF". qp g, esz I I 1 STce EaG G j I PACHAS'G- TRACTION 7 A, IT ATM. TnAI TM'i MATMIT CH OO JA1 QIJ 0n 01B 02L C., 09 023 TFER4P T ?Y 0G 05 ON I I 12� 12.3) i? 13.3 14 14.9 15 WITH NEW WALL SURFACE. 3" OVERFLOW DOWNSPOUT NOZZLE. RESET FLUSH WITH NEW WALL SURFACE. cc 4" OVERFLOW DOWNSPOUT Y WITH NEW WALL SURFACE. ---\ ® HOSE BIBB. RESET FLUSH WITH NEW WALL SURFACE. 5� REMOVE EXISTING 1 /2 "CW LINE TO SINKS ABOVE. \ \ \ TO SINKS & TUB ABOVE WITH ISOLATION VALVES AS SHOWN. J LLJ Z 1 O 1 W p tm Z C 4.0 € I ) II I �I ' a I I O ANT � CUTF IENT QjF -rA- TIENT 0W ATIEN CL ME 1002 I UP o TUB. w B9TTLED X11 C U 5 1 C, L E 22 �U�!G =i - — - ELECT ELECT I I LU 51✓ELL SPACE Rocs ( ROOM ass w: Iola 119 - - - 1o� 1 TELEI I I I 1 IVi I a I 1 2 "HW LOBBY TAI i 2•cw Ii I CUT ATIENT 'I ; 1 COcR 036 j I i HOL I IN 1 , 1014 V2-W (IXISTIN J CLO a"6 1 PLUMBING PLAN DETAIL - I CLEAN SLPPLY ELEVLTOR Oil `�� EIVING REC OW 069 P1.1 P1.1 SCALE: 1/4 " =1' -0" 12 12.3 i I DIY. M. 1087 F.5 GON5LT 101211 I I 2 ter_ —1 J 1� 2" OVERFLOW DOWNSPOUT NOZZLE. RESET FLUSH WITH NEW WALL SURFACE. 3" OVERFLOW DOWNSPOUT NOZZLE. RESET FLUSH WITH NEW WALL SURFACE. cc 4" OVERFLOW DOWNSPOUT T -- WITH NEW WALL SURFACE. 4-g ® HOSE BIBB. RESET FLUSH WITH NEW WALL SURFACE. 5� REMOVE EXISTING 1 /2 "CW LINE TO SINKS ABOVE. PROVIDE NEW 3 /4 "CW LINE TO SINKS & TUB ABOVE WITH ISOLATION VALVES AS SHOWN. J LLJ Z 1 O 1 W p tm Z C 4.0 € I II I �I ' a I I O V � Mr o J CL ME w B9TTLED 2 Z O ELECT ELECT I I LU 51✓ELL SPACE Rocs ( ROOM ass w: W 1 TELEI I 1 I a I LOBBY TAI Ii 1 (- JI W2 1 COcR 036 j I CE I J CLO a"6 03, L— - I CLEAN SLPPLY ELEVLTOR Oil `�� EIVING REC OW 069 S Q EN'I OBB i= RR O GFT SHOP El j GFT 540P �/ TOILER �y I Cowlc CORRIDOR 013 \ I I �I OOI T O G! � O OI I O O J — /• G:NERA q2 O Oi r j I N LOWER LEVEL PLUMBING PLAN SCALE: 1/16"1 13 13.3 4 1 I 3 /4 "CW 3 /4 "HW COORDINATE CONN WITH OWNERS REP -Witt- -OCCUR- Off- HOM ! I I I OUTPATIENT Jj A I T I NG 3 /4 "CW /HW UP 10 °2 2"W UP I J I i DECK 3 /4 "HW �Y ---- - - - - -- 2 PLUMBING PLAN DETAIL P1.1 I P1.1 SCALE: 1/4 " =1' -0" i 14 9 1 15 Y I j I I 'I 'I GENERAL NOTES: 1. INSULATE CW WITH I" THICK INSULATION. INSULATE HW WITH 1" THICK INSULATION. INSULATION CONDUCTIVITY TO BE 0.24 -0.28 BTU- IN /H -FT^2 -DEG F. INSULATION TO BE PREFORMED GLASS FIBER PIPE INSULATION WITH A ASJ JACKET. SEAL ALL JOINTS. FLAG NOTES: 1� 2" OVERFLOW DOWNSPOUT NOZZLE. RESET FLUSH WITH NEW WALL SURFACE. 3" OVERFLOW DOWNSPOUT NOZZLE. RESET FLUSH WITH NEW WALL SURFACE. cc 4" OVERFLOW DOWNSPOUT NOZZLE. RESET FLUSH WITH NEW WALL SURFACE. ® HOSE BIBB. RESET FLUSH WITH NEW WALL SURFACE. 5� REMOVE EXISTING 1 /2 "CW LINE TO SINKS ABOVE. PROVIDE NEW 3 /4 "CW LINE TO SINKS & TUB ABOVE WITH ISOLATION VALVES AS SHOWN. RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 info@rfmarch.com notki n Indthanical engineers www.notkin.us telephone: 206.448.1911 facsimile:206.448.9485 MiStropolitan Park West 1100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Pock Wilton, P.E. notkin #: 204002 �rK ? • Ilit Is = of •S i' Also C) =:z . EXPIRES 6/29/2006 AI PERMIT SET ISSUED: August 15, 2005 REVISIONS: LOWER AND MAIN FLOOR PLUMBING PLAN SHEET: 1/4" = 1' -0" 1/16" = 1' -0" 0 2 4 8 12 0 16 32 48 Mn O cc 0M Uj CLM O J LLJ Z W p tm Z C 4.0 4A L V � Mr o J CL Q w 2 Z O LU LL W 1 PERMIT SET ISSUED: August 15, 2005 REVISIONS: LOWER AND MAIN FLOOR PLUMBING PLAN SHEET: 1/4" = 1' -0" 1/16" = 1' -0" 0 2 4 8 12 0 16 32 48 - 1 a m N 0 0 N_ a P 3 O N a v U / N O O U W K 4 J y 1 1.3 I I I Z.9 f 1 I I i I I TTT I • -.ti�Jj ji 701 711, T 19 1 T n I I 1 IIt7 1 i II I 1 ! I II ALIT ROOM 13 AW RXIM n4 ry A1_1 %001 -5 zae z•99 8.9 1IO.l leg 10. qn I Id I II 11 it � a 1 ,W 163 to >961 0-3:11570-jo ir� I� i q.! �•••�• -1 ' :. ............... ......_.... _ ..... __._........ - .....n..._. .. _ , NMI JGY : A _ w.•. I y 'S a 5 I s l N UPPER LEVEL PLUMBI SCALE: 1/16"=V-0" 1' 2.3 1 12.5 i I F.5 - d I I G.2 Reis Y Q 1 _•• UTILITY 9", 11.1 It} T RS 129 T AN • jV �. I I I I I I I II TADS 5 io 1 LDRP 2102 PLUMBING PLAN P1.21 P1.2 SCALE: 1/4 " =1' -0" I I 3'V u O M #2 I 12.5 �I 1 �5 2111 3"V ACCESS PANEL FOR TUB SHUT -OFF VALVES---,,,, 0 LDRE 001 ` y 2110 P -1 II`I Inir, �11� i LDRP 21 10 P 1.2 P1.2 SCALE: 1/4 " =1' -0" 2.9 9 TAIL 2-S f 3 /4 "CW /HW FROM BELOW - 2'V 2"V UP MF) ROC 4- BING PLAN DETAI E!1 .2 P1.21 P1'.2 F.O. F9N L9 I TOIL ET 2109 GENERAL NOTES: 1. INSULATE CW WITH J" THICK INSULATION. INSULATE HW WITH 1" THICK INSULATION. INSULATION CONDUCTIVITY TO BE 0.24 -0.28 BTU- IN /H -FT^2 -DEG F. INSULATION TO BE PREFORMED GLASS FIBER PIPE INSULATION WITH A ASJ JACKET. SEAL ALL JOINTS. 2. BALL VALVE 2.00" AND UNDER, POTABLE: VALVE SHALL BE RATED 150PSI SWP AND 600 PSI CWP AND WILL HAVE TWO -PIECE FULL PORT CAST RED BRONZE BODIES (NO YELLOW BRASS CONTAINING MORE THAN 15% ZINC), ASTM B -61, ASTM B -62, OR ASTM B -584. TFE SEATS AND SEALS, SEPARATE PACKING NUT WITH ADJUSTABLE STEM PACKING, ANTI - BLOWOUT STEM, AND STAINLESS STEEL BALL AND STEM. VALVE SHALL CONFORM TO MSS -SP -110. NIBCO T- 585- 70 -66. FLAG NOTES: 1� REMOVE FLUSH VALVE AND PIPING TO WATERCLOSET CUT AND REMOVE VENT PIPING FROM THE WATERCLOSET TO APPROXIMATELY THREE FEET ABOVE. TYPICAL TOILET ROOM REPAIR NOTES: INSPECT EXISTING ANCHORS FOR MOVEMENT. REMOVE ANCHORS AND REPLACE WITH NEW ANCHORS IF MOVEMENT IS DETECTED. INSTALL 1/2 D THREADED ROD WITH A 2 -1/2" INCH IMBED FOR A HILTI HY 150 INJECTION ADHESIVE ANCHOR. ROD TO BE ASTM A36STEEL WITH ELECTRO- DEPOSITED ZINC COATING. INSTALLATION METHODS TO BE PER THE MANUFACTURERS RECOMMENDATIONS. INSTALL A NEW ANCHOR FOOT ASSEMBLY PER ZURN DRAWING C16. (SEE BELOW) REPAIR AND REPLACE VENT, FLUSH VALVE AND PIPING TO WATERCLOSET. REPLACE BACKING PLATE AND GRAB BARS. DO NOT CLOSE UP WALL UNTIL INSPECTED AND SIGNED OFF BY THE HOSPITA REPRESENTATIVE. ROOM 2010 VISITOR TOILET ROOM REPAIR NOTES: ACCESS TOILET CARRIER THRU WALL FROM ADJACENT ROOM 2008 PATIENT TOILET ROOM. INSPECT EXISTING ANCHORS FOR MOVEMENT. REMOVE ANCHORS AND REPLACE WITH NEW ANCHORS IF MOVEMENT IS DETECTED. INSTALL 1/2 D THREADED ROD WITH A 2 -1/2" INCH IMBED FOR A HILTI HY 150 INJECTION ADHESIVE ANCHOR. ROD TO BE ASTM A36STEEL WITH ELECTRO- DEPOSITED ZINC COATING. INSTALLATION METHODS TO BE PER THE MANUFACTURERS RECOMMENDATIONS. INSTALL A NEW ANCHOR FOOT ASSEMBLY PER ZURN DRAWING C16. (SEE BELOW) DO NOT CLOSE UP WALL UNTIL INSPECTED AND SIGNED OFF BY THE HOSPITALS REPRESENTATIVE. REMOVE FLOOR DRAIN STRAINER AND CAP DRAIN. REPLACE STRAINER AT CORRECT HEIGHT FOR NEW FLOOR. ® REMOVE EXISTING VENT & PROVIDE NEW 2JV. REMOVE EXISTING 2'V & REPLACE WITH NEW 3"V. © REMOVE EXISTING PIPING TO SINK AT OLD LOCATION & RECONNECT PIPING AT NEW LOCATION. PROVIDE ADDITIONAL PIPING AS NECESSARY. I- 111111_ . I- I- , ■ ■ ■■- RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notkin m4chmital engineers www.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 Mdtropoiitan Park Wert 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Pock Wilton, P.E. notkin #: 204002 EXPIRES 6129 2006 I` Uj L I S T OF MA T E R I A L ITS,V I QUAN.1 PART NO. NAME MAMA= MAT. SPEC. DESCRIPTION t 53724 -1 ASSEMBLY AS SPEC. AS SPEC. O A 3 99J NUT W 318-16 JAM NUT B 2 WASHER » " 318 NOMINAL WASHER 1 C 2 � WASHER » » f 2 NOMINAL WASHER D t STUD 1 1318 X 10" STUD ■ -16. C FOOT I IANCHORINC FOOT tA 0 <----- - - - - -, V � I f I 2 j a o A � - - - - -- B- TW i C 2, O B = A D W = E LL FURNISHED BY OTHERS (MIN. 112 MAX. 518) RECOMMENDED =/TURN lNDUSTNES. INC. S!1!!, PA. U.S.A. 98514 f_ !6R RlVlSlON -rA5 G N. N0, BY CX. APPD. DA f6 PLUMBING PRODUCTS CROUP LQ9 ±RA/MAGI OPLRATION RLr. C.N. N0. 78734 DR. BY CN. BY I APPROM I DATS 9126197 SCALi 112 rll2 A'R!l•rlPGfl SUMSEDSS NC A °URN %NDUSTRlBS. INC. ANCHOR FOOT ASSEMBLY DRArnvc No. C16 I- 111111_ . I- I- , ■ ■ ■■- RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com notkin m4chmital engineers www.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 Mdtropoiitan Park Wert 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Pock Wilton, P.E. notkin #: 204002 EXPIRES 6129 2006 I` Uj O at om Uj om O 99J W Z 0 tUj V � Z m ■ -16. C Uj tA 0 V � o L_ r J � Q TW i z O W LL LL Uj PERMIT SET ISSUED: August 15, 2005 REVISIONS: UPPER LEVEL PLUMBING PLAN _ AND DETAILS SHEET: P1 III'