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HomeMy WebLinkAboutBLD2015-00008 - PLANSSCALE: 1/8 " =I' -0'1 ' C 2'x2' 5PL I54 BLOCK 2'x2' SPLASH BLOCK D OUT TO UNDERGROUND % FPI I! 'GRANTS / EXEC ASSIST. SUPPLY FOR FIRE DEPT STORAGE MEZZ. q ' CONNECTION AUXILIARY DRAIN. OPERATIONS PROCUREMENT FINANCE / CLERK OF SHOWN HERE P VALVE LOCATED INSIDE MANAGER / IT [AND HR THE BOARD R WALL W/ ACCESS PANEL ' SEE C -FPI FOR ROOMS N F1® II 10 0 1® BELOW THE MEZZ. 0. - N 9' �Ib 20-6 1 a 4' CHECK VALVE Ba0 eaa�D / I I� �L G 31 o y may' N c ( FLG UTILITY I ROOM S�. N r N, I N vi IAI� '- Q Cl 'At OI - I - I .: y��7y r��i II d'" a< ' I ae n ty IO' 1 ' 3�0- 4 q m( - 4 m v m w e1n 5� 3+ 0.T.5. N 3� to GE ERAL -rp - 13 -4 I -9 It- q -7 3 -q 5 -5 4q 444 15 5 MANAGER v N B o COMMON N° N o PARTS N Jg ��}} "" i, WORK n to 30 0 0 0 o I® - AI35 AI30 m - FACILITIES ae T I '_° T T° T a° T O.T.S. O.T.S. N SHOP AI 7 1 I� N m N m N m N 1 O.T.S. _.. -..- LO WORKSTATION g o 0 0 0 LUKE ROOM - IP 7 n _ C as ao 10 -I �I' -7 n' -- - - - - AT. 9 -O OFFICE N A N in N In N K7 N .19 A110 O.T.S. e q Alll 4 MECHANICAL MEZZ. 1Y A A B5 ^� 10-0 4 - 4 10-1 4 q O Sf SHOWN HERE N 16 0-9 CN 10 SEE C -FP1 FOR ROOMS I „ e ' EO'Y4 N 3 \�/ N m I N N BELOW THE MEZZ. N 22 -q N ..' r ° 0 \y/ " - (`��V. /irm°, t. N In 10' 6 N .a 6 -9 v AV 8 -0 N k �lA Yyji N - STORAGE � - USTODIAN 10 a I AIO b COR ®R All O.T.S. O.T.S. o O.T.S. a� VESTIBULE N N N N N AI N crl al. CORRIDOR AI c C4 1 N cr I q-0 co 16 16 .11 It I 5 -I 131 _ B D B D I A _C 1 N T N N N ; , I C I m 15114 1 7 161 G 114 c*I ' Ib h ECEPTION � _!il FA-1-017 1 1 N N vi N vi ry vi N �i 10 -0 0 ' 9 MECHANICAL MEZZ. 1 -7 I PAYROLL r r r r SPRINKLER PROTECTION NOT - 1 - '=" m I6 =e SHOWN HERE _ g 15 O REQUIRED AT THE EXTERIOR B Dec `fl I v „a I ­ O VERHANG PER NFPA 13 (2010 SEE B -FPI FOR ROOM - n - - VAULT 5N O O N � BELOW THE MEZZ. SECTION 8.5.7.2. AND CONSTRUCTION TLT u414 ' FOUND 6zu nu All NOTE 12 ON SHEET FXO.02 FA-102--1 17 124u I Ci 15214 7 IS. N o9 N ol9 I �e , �s a. NOTE: DETAIL DRAWINGS FOR EACH UNIQUE PARTS SCOPE OF WORK BRACE CONFIGURATION ARE TO BE BRACE FITTING 344.73 GPyl AT 34.06 P51 AT BASE OF RISER PROVIDED TO THE INSTALLER. BASED B TOP -BEAM CLAMP ON SPECIFIC BRACE CALCULATIONS. PHD FIG. 030 STRUCTURAL C SWIVEL CLAMP SYSTEM TO PROTECT THE NEW ATTACHMENT PHD FIG. 035 1 I" 5CH. 40 PIPE -� SWIVEL SWAY .I" SCH. 40 PIPE OR FIG. 045 f - -I BEAM BRACE FITTING PHD FIG. 030 KNIGHT FIRE PROTECTION WILL 1 -6 12 -0 (7 -q) FLANGE PRE ATTACHMENT ABOVE FINISHED FLOOR OF FIRE RISER F SIDE BEAM BRACKET PHD FIG. 031 J WEDGE ANCHOR PIPE ATTACHMENT _ I co P HD FIG. 015 Y SAMMY SCREW -_ ?\7E53RAIV EL SWAY CE FITTING ��5PRINKLER PHD FIG. 030 MAIN SWAY BRACE ATTACHMENT TYP. LATERAL SWAY BRACE TYP. LONGITUDINAL SWAY BRACE N.T.S. = I BEAM ATTACHMENT N.T.S. N.T.S. STEEL RIGID FRAME Z PURLIN WOMEN'S MEN'S ° SHOWER AI la SHOWER Al Oa " x I" BOLT, NUT, 4 WASHER 9-0 0 -2" PIPE " BEAM CLAMP Y2 "xl" BOLT, NUT, It WASHER IY4 IY4. 1' -4' PIPE -q n " I -4 PIPE 10 -7 II -b 6 -3 � -fie' ALL THREAD ROD THREADED SIDE BEAM BRACKET JRETAINI� ' ALL THREAD ROD { -- ADJUSTABLE RING HANGER ADJUSTABLE RING HANGER FLEET PARTS AND TLT • __MANAGER MAINT. CLERK AI33 A13 A131 i 8 -6 --- SPRINKLER PIPE SPRINKLER PIPE 8 -6 8 -6 BELOW MEZZ. FIRE SPRINKLER PLAN HANGER "B" DETAIL HANGER "F" DETAIL II I N.T.5. - BEAM CLAMP B' . - SIDE 13EAM BRACKET 'F' WOMP.N'SI I • TILT I I MEN'S TILT L A1)?f lI AI20 q -0 I I q -0 BELOW MEZZ. FIRE SPRINKLER PLAN s FPI SCALE: 1/811 =I1 -011 SCALE: 1/8 " =I' -0'1 ' C 2'x2' 5PL I54 BLOCK 2'x2' SPLASH BLOCK D OUT TO UNDERGROUND % FPI I! 'GRANTS / EXEC ASSIST. SUPPLY FOR FIRE DEPT STORAGE MEZZ. q ' CONNECTION AUXILIARY DRAIN. OPERATIONS PROCUREMENT FINANCE / CLERK OF SHOWN HERE P VALVE LOCATED INSIDE MANAGER / IT [AND HR THE BOARD R WALL W/ ACCESS PANEL ' SEE C -FPI FOR ROOMS N F1® II 10 0 1® BELOW THE MEZZ. 0. - N 9' �Ib 20-6 1 a 4' CHECK VALVE Ba0 eaa�D / I I� �L G 31 o y may' N c ( FLG UTILITY I ROOM S�. N r N, I N vi IAI� '- Q Cl 'At OI - I - I .: y��7y r��i II d'" a< ' I ae n ty IO' 1 ' 3�0- 4 q m( - 4 m v m w e1n 5� 3+ 0.T.5. N 3� to GE ERAL -rp - 13 -4 I -9 It- q -7 3 -q 5 -5 4q 444 15 5 MANAGER v N B o COMMON N° N o PARTS N Jg ��}} "" i, WORK n to 30 0 0 0 o I® - AI35 AI30 m - FACILITIES ae T I '_° T T° T a° T O.T.S. O.T.S. N SHOP AI 7 1 I� N m N m N m N 1 O.T.S. _.. -..- LO WORKSTATION g o 0 0 0 LUKE ROOM - IP 7 n _ C as ao 10 -I �I' -7 n' -- - - - - AT. 9 -O OFFICE N A N in N In N K7 N .19 A110 O.T.S. e q Alll 4 MECHANICAL MEZZ. 1Y A A B5 ^� 10-0 4 - 4 10-1 4 q O Sf SHOWN HERE N 16 0-9 CN 10 SEE C -FP1 FOR ROOMS I „ e ' EO'Y4 N 3 \�/ N m I N N BELOW THE MEZZ. N 22 -q N ..' r ° 0 \y/ " - (`��V. /irm°, t. N In 10' 6 N .a 6 -9 v AV 8 -0 N k �lA Yyji N - STORAGE � - USTODIAN 10 a I AIO b COR ®R All O.T.S. O.T.S. o O.T.S. a� VESTIBULE N N N N N AI N crl al. CORRIDOR AI c C4 1 N cr I q-0 co 16 16 .11 It I 5 -I 131 _ B D B D I A _C 1 N T N N N ; , I C I m 15114 1 7 161 G 114 c*I ' Ib h ECEPTION � _!il FA-1-017 1 1 N N vi N vi ry vi N �i 10 -0 0 ' 9 MECHANICAL MEZZ. 1 -7 I PAYROLL r r r r SPRINKLER PROTECTION NOT - 1 - '=" m I6 =e SHOWN HERE _ g 15 O REQUIRED AT THE EXTERIOR B Dec `fl I v „a I ­ O VERHANG PER NFPA 13 (2010 SEE B -FPI FOR ROOM - n - - VAULT 5N O O N � BELOW THE MEZZ. SECTION 8.5.7.2. AND CONSTRUCTION TLT u414 ' FOUND 6zu nu All NOTE 12 ON SHEET FXO.02 FA-102--1 17 124u I Ci 15214 7 IS. N o9 N ol9 I �e , �s a. HYDRAU C REMOTE AREA: 211 -SHOP PARTS SCOPE OF WORK TOTAL DEM4NND OF 13 SPRINKLERS CALCULATED A 344.73 GPyl AT 34.06 P51 AT BASE OF RISER ROOM B TOP -BEAM CLAMP j INSTALL A COMPLETE WET PIPE C SWIVEL CLAMP SYSTEM TO PROTECT THE NEW MAINTENANCE, OPERATIONS, AND 1 9-0 Q2 9 -0 1Y2 /NDMINISTRATION CENTER. E CEILING KNIGHT FIRE PROTECTION WILL 1 -6 12 -0 (7 -q) FLANGE FLANGED CONNECTION POINT 6" ABOVE FINISHED FLOOR OF FIRE RISER F SIDE BEAM BRACKET AREA AT "UTILITY ROOM AI38" J WEDGE ANCHOR _ I co Y SAMMY SCREW -_ ri -- RESOURCE / KITCHENETTE 8 -6 Y4 1Y4 IY4 IY4. -q 10 -7 II -b 6 -3 FLEET PARTS AND TLT __MANAGER MAINT. CLERK AI33 A13 A131 8 -6 8 -6 8 -6 BELOW MEZZ. FIRE SPRINKLER PLAN SCALE: 1/8 " =I' -0'1 ' C 2'x2' 5PL I54 BLOCK 2'x2' SPLASH BLOCK D OUT TO UNDERGROUND % FPI I! 'GRANTS / EXEC ASSIST. SUPPLY FOR FIRE DEPT STORAGE MEZZ. q ' CONNECTION AUXILIARY DRAIN. OPERATIONS PROCUREMENT FINANCE / CLERK OF SHOWN HERE P VALVE LOCATED INSIDE MANAGER / IT [AND HR THE BOARD R WALL W/ ACCESS PANEL ' SEE C -FPI FOR ROOMS N F1® II 10 0 1® BELOW THE MEZZ. 0. - N 9' �Ib 20-6 1 a 4' CHECK VALVE Ba0 eaa�D / I I� �L G 31 o y may' N c ( FLG UTILITY I ROOM S�. N r N, I N vi IAI� '- Q Cl 'At OI - I - I .: y��7y r��i II d'" a< ' I ae n ty IO' 1 ' 3�0- 4 q m( - 4 m v m w e1n 5� 3+ 0.T.5. N 3� to GE ERAL -rp - 13 -4 I -9 It- q -7 3 -q 5 -5 4q 444 15 5 MANAGER v N B o COMMON N° N o PARTS N Jg ��}} "" i, WORK n to 30 0 0 0 o I® - AI35 AI30 m - FACILITIES ae T I '_° T T° T a° T O.T.S. O.T.S. N SHOP AI 7 1 I� N m N m N m N 1 O.T.S. _.. -..- LO WORKSTATION g o 0 0 0 LUKE ROOM - IP 7 n _ C as ao 10 -I �I' -7 n' -- - - - - AT. 9 -O OFFICE N A N in N In N K7 N .19 A110 O.T.S. e q Alll 4 MECHANICAL MEZZ. 1Y A A B5 ^� 10-0 4 - 4 10-1 4 q O Sf SHOWN HERE N 16 0-9 CN 10 SEE C -FP1 FOR ROOMS I „ e ' EO'Y4 N 3 \�/ N m I N N BELOW THE MEZZ. N 22 -q N ..' r ° 0 \y/ " - (`��V. /irm°, t. N In 10' 6 N .a 6 -9 v AV 8 -0 N k �lA Yyji N - STORAGE � - USTODIAN 10 a I AIO b COR ®R All O.T.S. O.T.S. o O.T.S. a� VESTIBULE N N N N N AI N crl al. CORRIDOR AI c C4 1 N cr I q-0 co 16 16 .11 It I 5 -I 131 _ B D B D I A _C 1 N T N N N ; , I C I m 15114 1 7 161 G 114 c*I ' Ib h ECEPTION � _!il FA-1-017 1 1 N N vi N vi ry vi N �i 10 -0 0 ' 9 MECHANICAL MEZZ. 1 -7 I PAYROLL r r r r SPRINKLER PROTECTION NOT - 1 - '=" m I6 =e SHOWN HERE _ g 15 O REQUIRED AT THE EXTERIOR B Dec `fl I v „a I ­ O VERHANG PER NFPA 13 (2010 SEE B -FPI FOR ROOM - n - - VAULT 5N O O N � BELOW THE MEZZ. SECTION 8.5.7.2. AND CONSTRUCTION TLT u414 ' FOUND 6zu nu All NOTE 12 ON SHEET FXO.02 FA-102--1 17 124u I Ci 15214 7 IS. N o9 N ol9 I �e , �s a. a. I MOBILITY �� o- 1 tL� N .c N PEAK N PEAK N g COORDINATOR v ,r 5e �_� 66 - a 17 a° SI1797 1 o n 25' -2' m m 25' -2' m ® 238 2 1508 -t 1688 78B I - 2 ^ ?I O O - 0 131 101'0 8 -2 7 -2 - 10 -10 4 7 -2 - 1 9 -2 I N n N N rt, N .11 AFF + v _ a� N � 5� MAINTENANCE niATENANCE 11314 12314 N B® N N �. ®04 co I6 _ _ Ln q -0 - n4H aQ O.T.5. O.T.S. �' lylu 164u - `9 u2u IZZH DER n ° COMMONS WINDOW of ] - oI N N A Cr KITCHEN Cr o q "0 16 _ II � R DISPATCH q_0 - co ® B D 13' -0 /<G 1J dtJ�iF! J�L'b C so AUTOMATIC AIR VENT 10 -0 a° �� 5314 6314 e D AF 1214 z OP�j1 //N sTyGE .�� WITH ISOLATION IY4 IY4 CONTROL VALVE. Q ( VENT TO BE PIPED 57 / � 2 -0 16 111 EO L O ♦ fdoOva-E?.S �f ✓E TO OUTSIDE a 6 N s N 2 B SUPERVISORS HYDRAULIC REMOTE AREA: 151 -MEZZ /COMMON n 3 .e lEG - - 21114 `�' IH PVC AI 3 .10/.20 GPM /SQ. FT. OVER 1080 SQ. FT. AREA. y 17 r4 TOTAL DEMAND OF II SPRINKLERS CALCULATED °1 237.38 GPM AT 3q.47 PSI AT BASE OF RI5ER - in I HYDRAULIC REMOTE AREA: 111 -OFFlCE A .10 GPM /SQ. FT. OVER q00 SQ. FT. AREA. MAIN FLOOR FIRE SPRINKLER PLAN SPRINKLER PROTECTION NOT TOTAL DEMAND OF 6 SPRINKLERS CALCULATED N REQUIRED AT THE EXTERIOR 171.31 GPM AT 40.7q PSI AT BASE of RISER SCALE: I/8 " =I' -0" OVERHANGS PER NFPA 13 (2010) 0 4 8 16 SECTION 8.5.7.2. AND CONSTRUCTION ION NOTE 12 ON SHEET FXO.02 HYDRAU C REMOTE AREA: 211 -SHOP .20 GPM /SQ. FT. OVER 1500 SQ. FT. AREA. SCOPE OF WORK TOTAL DEM4NND OF 13 SPRINKLERS CALCULATED A 344.73 GPyl AT 34.06 P51 AT BASE OF RISER a. I MOBILITY �� o- 1 tL� N .c N PEAK N PEAK N g COORDINATOR v ,r 5e �_� 66 - a 17 a° SI1797 1 o n 25' -2' m m 25' -2' m ® 238 2 1508 -t 1688 78B I - 2 ^ ?I O O - 0 131 101'0 8 -2 7 -2 - 10 -10 4 7 -2 - 1 9 -2 I N n N N rt, N .11 AFF + v _ a� N � 5� MAINTENANCE niATENANCE 11314 12314 N B® N N �. ®04 co I6 _ _ Ln q -0 - n4H aQ O.T.5. O.T.S. �' lylu 164u - `9 u2u IZZH DER n ° COMMONS WINDOW of ] - oI N N A Cr KITCHEN Cr o q "0 16 _ II � R DISPATCH q_0 - co ® B D 13' -0 /<G 1J dtJ�iF! J�L'b C so AUTOMATIC AIR VENT 10 -0 a° �� 5314 6314 e D AF 1214 z OP�j1 //N sTyGE .�� WITH ISOLATION IY4 IY4 CONTROL VALVE. Q ( VENT TO BE PIPED 57 / � 2 -0 16 111 EO L O ♦ fdoOva-E?.S �f ✓E TO OUTSIDE a 6 N s N 2 B SUPERVISORS HYDRAULIC REMOTE AREA: 151 -MEZZ /COMMON n 3 .e lEG - - 21114 `�' IH PVC AI 3 .10/.20 GPM /SQ. FT. OVER 1080 SQ. FT. AREA. y 17 r4 TOTAL DEMAND OF II SPRINKLERS CALCULATED °1 237.38 GPM AT 3q.47 PSI AT BASE OF RI5ER - in I HYDRAULIC REMOTE AREA: 111 -OFFlCE A .10 GPM /SQ. FT. OVER q00 SQ. FT. AREA. MAIN FLOOR FIRE SPRINKLER PLAN SPRINKLER PROTECTION NOT TOTAL DEMAND OF 6 SPRINKLERS CALCULATED N REQUIRED AT THE EXTERIOR 171.31 GPM AT 40.7q PSI AT BASE of RISER SCALE: I/8 " =I' -0" OVERHANGS PER NFPA 13 (2010) 0 4 8 16 SECTION 8.5.7.2. AND CONSTRUCTION ION NOTE 12 ON SHEET FXO.02 FITTING LEGEND ST STRAP TEE S SOCK -IT 4 4 MT MECHANICAL TEE n UTILITY P PIPE -O -LET RRR� SN SHAPED NIPPLE WELD FITTING v v 2 WAY EARTHQUAKE BRACE _ I Y `r 4 4 ,q 4 WAY EARTHQUAKE BRACE HYDRAULIC NODE GENERAL NOTES REFER TO THE NFPAUI3, 2010 EDITION N 1. MATERIAL TO BE NEW AND UL LISTED. FIRE SPRINKLER RISER PLAN 2. PIPING SHALL BE PER NFPA 13. V , N 3. EARTHQUAKE BRACING SHALL BE FPI PER SCALE: 1 14 " =I1 -011 4. OF 13. PIPE AND FITTING5, THREADED, GROOVED, PLAIN END, AND WELDED SHALL BE PER NFPA 13. 5. PIPE HANGERS AND METHOD OF RISER EQUIPMENT LIST HANGING TO BE PER NFPA 13. 6. PIPING DIMENSIONS ARE CENTER M 12M SIZE DESCRIPTION TO CENTER. 7. OWNER TO PROVIDE ADEQUATE I I b' UNDERGROUND FIRE PROTECTION SUPPLY PIPING P HEAT PES FORPREVENT 'IR FREEZI GIN AREAS 2 1 4' 4'x0' -6' STAINLESS 504 10 FLANGExGROOVE PROTECTED BY A WET PIPE 3 3 4' FLEXIBLE COUPLING SPRINKLER 5Y5TEM.(MINIMUM 40-F RECOMMENDED) 4 1 4' APOLLO DCDA45G DOUBLE CHECK DETECTOR ASSEMBLY 8. ALL WIRING OF ELECTRICAL 5 1 4' OUTLET TO PIPE FOR FULL FORWARD FLOW DEVICES TO BE BY OTHERS. TESTING OF THE BACKFLOW PREVENTER 9. PAINTING OF PIPE AND 6 1 4' GROOVED CON "IROL VALVE w/ TAMPER SWITCH OTHERS�'T (IF REQUIRED) BY 7 I 4' WATER FLOW INDICATOR 10. FURRING OF PIPE AND EQUIPMENT 8 1 - WATER PRESSURE GAUGE (IF REQUIRED) BY OTHERS. q 1 1' TEST LOOP w! PRESSURE RELIEF VALVE 10 1 2' MAIN DRAIN ( -IPE TO SAFE DISCHARGE OUTSIDE) II 1 4' GROOVED BUTTERFLY VALVE w/ TAMPER SWITCH a ^"• APPROVALS QTY (VALVE NORMALLY CLOSED) David Lisiedd 1470- 0793 -C Level JEFFERSON COUNTY 2 12 2 21ir GALVANIZED EC40 PIPE FOR FULL FORWARD FLOW Knight Fire Prot ion, Ino. TESTING OF TAE BACKFLOW PREVENTER KNIGHF 4 OWNER /ARCHITECT Q 13 2 2V ANGLED HOSE VALVE 14 1 I &r PIPE STAND . KN /GNT FIRE l 15 1 4' 4 -WAY SEISMI" BRACE ASSEMBLY LOCATED AT THE TOP OF EACH RISER 16 1 12 SPARE SPRINKLER CABINET roiA ij 5 17 1 10' 24 VOLT DC ELECTRIC BELL - WIRED BY OTHERS SPRINKLERS USED 18 1 2'x2' SPLASH BLOCK FOR EXTERIOR DRAIN BYrq SPRINLR MAK / MDO B.N. MMI K " Mm Esx Ta yg FACTOR FINIM FINISH Ter RI1' fa GLOBE Q.R. SEP GL%01 IY2' 5.6 1 WHITE WHITE 200' 51 i� GLOBE Q.R. SSU GL5615 I/2' I/2' BRONZE WA 200' 9 GLOBE O.R. SSU GL5615 1/2' 1/2' BRONZE WA 206' 0 <H GLOBE Q.R. WSW GL5626 1/2' 5.6 WHITE WHITE 200' 9 [ ] GLOBE Q.R. 55U GLB116 3/4' 8.1 BRONZE WA 200' 6 [I] GLOBE S.R. SSU GLBI64 3/4' 8.1 BRONZE WA 200' 47 GLOBE Q.R. EXT COV UPRIGHT GL1121 3/4' 11.2 BRONZE WA 20Y 5 GLOBE DRY O.R. ESP G1.56% 1' 5.6 CHROME CHROME 200' 1 <EC TYCO 5w -2o EXT COV HEW TY5332 314' 8.0 BRONZE WA 200' 3 7t1rAL 131 SYSTEM DEMAND WATER FLOW INFO. REQUIRED PRESSURE 44.37 p.s.i. STATIC PRESSURE 70.0 p.s.i. AVAILABLE PRESSURE 51.60 P.s.i. RESIDUAL PRESSURE 20.0 p.s.i. TOTAL DEMAND 594.73 g.p.m. FLOW 1021.0 9.p.m. HOSE 250 g.p.m. I DATE TESTE 1-2 12/15/14 DESIGN -L NFPA #13 STANDARD- F HAZARD CLASSIFICATION: ORDINARY HAZARD GRP II MAX SO. FT. / HEAD N/A DENSITY .20 GPM/_j500 SO. FT., QUALITY CONTROL BY: PATE; MK DATE BY RENSIONS A11 20 14 CW Updates for engineer review. Al 12 16 14 CW Updates for current water flow Information. CONTRACT WITH: �` o- 10 " IM Y T Qom- ---Dpi Pease Construction, Inc. rl I �' LEE N� 3815 100th Street S.W., #3A 3 Cr t v4� I' F CONTRACT NAME 2 START POINT JEFFERSON TRANSIT AUTO A 11 1a 1a 14 Maintenance, Operations, and Administration Center 63 Four Corners Road F4m,> Port Townsend, WA. 98368 dEae/q Z s 2 KNIGHT FIRE PROTECTION, INC. so�•r/e,e�'HO4,o 9702 LATHROP INDUSTRIAL DR. SW OLYMPIA, WA 98512 -9188 FIRE SPRINKLER RISER DETAIL (360) 786 -8606 FPI SCALE: I/2 " =I' -0" y y tICZNSE NO. XMGHFP044LK 24 IICUISO' A"iwr DESIGNER DATE JOB NUMBER 1 Chris Wilson 11 -10 -14 14 -045 QF O ma WE, 14-ale aA 9/ / � HANGER LEGEND SCOPE OF WORK A I ALL THREAD ROD B TOP -BEAM CLAMP KNIGHT FIRE PROTECTION WILL INSTALL A COMPLETE WET PIPE C SWIVEL CLAMP SYSTEM TO PROTECT THE NEW MAINTENANCE, OPERATIONS, AND D FLUSH SHELL /NDMINISTRATION CENTER. E CEILING KNIGHT FIRE PROTECTION WILL BEGIN THE INTERIOR WORK AT THE FLANGE FLANGED CONNECTION POINT 6" ABOVE FINISHED FLOOR OF FIRE RISER F SIDE BEAM BRACKET AREA AT "UTILITY ROOM AI38" J WEDGE ANCHOR K TRAPEZE Y SAMMY SCREW FITTING LEGEND ST STRAP TEE S SOCK -IT 4 4 MT MECHANICAL TEE n UTILITY P PIPE -O -LET RRR� SN SHAPED NIPPLE WELD FITTING v v 2 WAY EARTHQUAKE BRACE _ I Y `r 4 4 ,q 4 WAY EARTHQUAKE BRACE HYDRAULIC NODE GENERAL NOTES REFER TO THE NFPAUI3, 2010 EDITION N 1. MATERIAL TO BE NEW AND UL LISTED. FIRE SPRINKLER RISER PLAN 2. PIPING SHALL BE PER NFPA 13. V , N 3. EARTHQUAKE BRACING SHALL BE FPI PER SCALE: 1 14 " =I1 -011 4. OF 13. PIPE AND FITTING5, THREADED, GROOVED, PLAIN END, AND WELDED SHALL BE PER NFPA 13. 5. PIPE HANGERS AND METHOD OF RISER EQUIPMENT LIST HANGING TO BE PER NFPA 13. 6. PIPING DIMENSIONS ARE CENTER M 12M SIZE DESCRIPTION TO CENTER. 7. OWNER TO PROVIDE ADEQUATE I I b' UNDERGROUND FIRE PROTECTION SUPPLY PIPING P HEAT PES FORPREVENT 'IR FREEZI GIN AREAS 2 1 4' 4'x0' -6' STAINLESS 504 10 FLANGExGROOVE PROTECTED BY A WET PIPE 3 3 4' FLEXIBLE COUPLING SPRINKLER 5Y5TEM.(MINIMUM 40-F RECOMMENDED) 4 1 4' APOLLO DCDA45G DOUBLE CHECK DETECTOR ASSEMBLY 8. ALL WIRING OF ELECTRICAL 5 1 4' OUTLET TO PIPE FOR FULL FORWARD FLOW DEVICES TO BE BY OTHERS. TESTING OF THE BACKFLOW PREVENTER 9. PAINTING OF PIPE AND 6 1 4' GROOVED CON "IROL VALVE w/ TAMPER SWITCH OTHERS�'T (IF REQUIRED) BY 7 I 4' WATER FLOW INDICATOR 10. FURRING OF PIPE AND EQUIPMENT 8 1 - WATER PRESSURE GAUGE (IF REQUIRED) BY OTHERS. q 1 1' TEST LOOP w! PRESSURE RELIEF VALVE 10 1 2' MAIN DRAIN ( -IPE TO SAFE DISCHARGE OUTSIDE) II 1 4' GROOVED BUTTERFLY VALVE w/ TAMPER SWITCH a ^"• APPROVALS QTY (VALVE NORMALLY CLOSED) David Lisiedd 1470- 0793 -C Level JEFFERSON COUNTY 2 12 2 21ir GALVANIZED EC40 PIPE FOR FULL FORWARD FLOW Knight Fire Prot ion, Ino. TESTING OF TAE BACKFLOW PREVENTER KNIGHF 4 OWNER /ARCHITECT Q 13 2 2V ANGLED HOSE VALVE 14 1 I &r PIPE STAND . KN /GNT FIRE l 15 1 4' 4 -WAY SEISMI" BRACE ASSEMBLY LOCATED AT THE TOP OF EACH RISER 16 1 12 SPARE SPRINKLER CABINET roiA ij 5 17 1 10' 24 VOLT DC ELECTRIC BELL - WIRED BY OTHERS SPRINKLERS USED 18 1 2'x2' SPLASH BLOCK FOR EXTERIOR DRAIN BYrq SPRINLR MAK / MDO B.N. MMI K " Mm Esx Ta yg FACTOR FINIM FINISH Ter RI1' fa GLOBE Q.R. SEP GL%01 IY2' 5.6 1 WHITE WHITE 200' 51 i� GLOBE Q.R. SSU GL5615 I/2' I/2' BRONZE WA 200' 9 GLOBE O.R. SSU GL5615 1/2' 1/2' BRONZE WA 206' 0 <H GLOBE Q.R. WSW GL5626 1/2' 5.6 WHITE WHITE 200' 9 [ ] GLOBE Q.R. 55U GLB116 3/4' 8.1 BRONZE WA 200' 6 [I] GLOBE S.R. SSU GLBI64 3/4' 8.1 BRONZE WA 200' 47 GLOBE Q.R. EXT COV UPRIGHT GL1121 3/4' 11.2 BRONZE WA 20Y 5 GLOBE DRY O.R. ESP G1.56% 1' 5.6 CHROME CHROME 200' 1 <EC TYCO 5w -2o EXT COV HEW TY5332 314' 8.0 BRONZE WA 200' 3 7t1rAL 131 SYSTEM DEMAND WATER FLOW INFO. REQUIRED PRESSURE 44.37 p.s.i. STATIC PRESSURE 70.0 p.s.i. AVAILABLE PRESSURE 51.60 P.s.i. RESIDUAL PRESSURE 20.0 p.s.i. TOTAL DEMAND 594.73 g.p.m. FLOW 1021.0 9.p.m. HOSE 250 g.p.m. I DATE TESTE 1-2 12/15/14 DESIGN -L NFPA #13 STANDARD- F HAZARD CLASSIFICATION: ORDINARY HAZARD GRP II MAX SO. FT. / HEAD N/A DENSITY .20 GPM/_j500 SO. FT., QUALITY CONTROL BY: PATE; MK DATE BY RENSIONS A11 20 14 CW Updates for engineer review. Al 12 16 14 CW Updates for current water flow Information. CONTRACT WITH: �` o- 10 " IM Y T Qom- ---Dpi Pease Construction, Inc. rl I �' LEE N� 3815 100th Street S.W., #3A 3 Cr t v4� I' F CONTRACT NAME 2 START POINT JEFFERSON TRANSIT AUTO A 11 1a 1a 14 Maintenance, Operations, and Administration Center 63 Four Corners Road F4m,> Port Townsend, WA. 98368 dEae/q Z s 2 KNIGHT FIRE PROTECTION, INC. so�•r/e,e�'HO4,o 9702 LATHROP INDUSTRIAL DR. SW OLYMPIA, WA 98512 -9188 FIRE SPRINKLER RISER DETAIL (360) 786 -8606 FPI SCALE: I/2 " =I' -0" y y tICZNSE NO. XMGHFP044LK 24 IICUISO' A"iwr DESIGNER DATE JOB NUMBER 1 Chris Wilson 11 -10 -14 14 -045 QF O ma WE, 14-ale aA 9/ / � qAA) AB � - - - --�I 1 !- � I 1 SEE RaP 1 BOOM (� AHN ±I 11 /-- FLOORTYPE A AA CAB J A06.1: 1 -- 1 1 GRANTS/ i RROCURLMENT / IT 1 A105 1 1 � , 1 1 AA AB T �. I I AC AD SEE CP I LOBBY MOt ally DISPATCH 1 pR Aln�.. COCRI)INV )R AJo1 1 1 n _ "! •i _ All A SECTION VIEW SCALEI 3/32' 11-0" WOMEN ' C hIA I +v AY IIO»'th ILty AI1� A121� : AI'I (a)SECTION VIEW \tP Y SCALEI 3/32 " =11 -0" I I I 1 1 I I:iC:HY I A10Ce 1 1 1 A2 A3 ■ HALLWAY A100c FLOOR TYPE D SECTION VIEW P SCALEI 3/32"_11 -0" ROOF TYPE'A' „.k S { fq *� r BUS 44t�trrS�itt y ��ti S �✓N'I'( akiRkl 4��pv3F. PF ,,.«.....uVIA._... —. Y 999 1. �sY f 1 •� � n i„vSfi f I -• f FLG r• �;I :.:flea' - ..- .. -..- T..� -�. 104 €1 OF 6"' 0900 y � t 'hm „:,�w,. �? i3i r Yt � t t ,� .$� y,{ r �i °A..✓�1�_w� "+�sn,...a✓ yy: k�9p1«�rrpyV�kyyt' 1pyyg4ry{WpSr�fi.,7{ss1IIE ZE1 11.fS ,gS',1LA§WE' UNE, %%ffjjg�Y1;;rr ((��qq AA�{ fi,38Y`Y66,69 E:1164-828052i- '410 i fa '� x J •'� 'f s�' t ' ; i'� � ,^ � fB�S$IiYq�•ERF�itA!9'1(1;4�?. 4 . ;�. .,� ' ,• !*�.. at �rt1. .F n . 'k' "�� .+'`f f LF OF 8" 000 93 If OF So C900 y y: _ k SP l'tlk @ih N:SL+VK L1{9 /: IF.! •1 /. f m t 5• vt+ k 51 LF OF 4 GALV. SCHEDULE 10 FIRE DEPARTMENT CONNECTION LINE ^� 8 LF OF 4 GALY $CH DULE 10 T it. ♦ f - i 1 tLIST01,0CA + C, BY 0-4M RS i 6” w04 0m) (O�;X - j UG2 %(131L1 "Ft11� a l� �'+ i Et114bixli 4" FIRE DEPARTMENT CONNECTION — l "' " j � � � �r�, � � iplFO'kil�t 1 BY OTh,I kS 1 taR }.i71 f ia��d5 t{R, II J MIlDliJ 11E '�al'rd J10M rIC1ON FOR BY OTHERS � 1 1 I'll I' i^f+C'Flr ?Ip �y'• 1,�p 442 %Ji�M1(l{dr.'."•:.. ... � ` T � •_�...... �--T- iliw 11Ytittt�Y1 �*ba�..LkfI66Lkk1 1i fi llldf 113LQ IT ¢ ... .me AD If I 1 i 1 i I 1 i I 1 y I 1 I I 1 I 1 I 1• I i I I I 1 5 I LU J�C 1ItPE is. UI 1 jadlt'� I I u. ,wr l7 (1 — L c 3 SYSTEM DEMAND WATER FLOW INFO. REQUIRED PRESSURE 53.31 p.s.T. ,STATIC PRESSURE 82.4 p.s.t. AVAILABLE PRESSURE 64.47 p.s.1. RESIDUAL PRESSURE 20.0 p.s.l. TOTAL DEMAND 563.92 g.p.m. FLOW 1105.9 g.p.m. HOSE 250 g.p.m. RATE TESTED 8/10/12 DESIGN STANDARD CRITERIA -2010 NFPA #13 NFPA 13 2010 HAZARD CLASSIFICATION: ORDINARY MAX SO. FT. / HEAD N/A DENSITY HAZARD GRP II .20 GPM/ 1500 SO. FT. QUALITY CONTROL BY; DATE: �. PREFABRICATED STORAGE _ 1 Nf.'. ASFN,BL R ASS'2Ml41 Y 1 OFCI A OFCI AND ASr hBLE + PARTS MAJNII NANCE + MA.NT NANCC 1 1 I 1 ( PvOM RAY? tli SECTION VIEW P2 SCALE: 3/32 " =11 -011 I I I 1 1 I I:iC:HY I A10Ce 1 1 1 A2 A3 ■ HALLWAY A100c FLOOR TYPE D SECTION VIEW P SCALEI 3/32"_11 -0" ROOF TYPE'A' „.k S { fq *� r BUS 44t�trrS�itt y ��ti S �✓N'I'( akiRkl 4��pv3F. PF ,,.«.....uVIA._... —. Y 999 1. �sY f 1 •� � n i„vSfi f I -• f FLG r• �;I :.:flea' - ..- .. -..- T..� -�. 104 €1 OF 6"' 0900 y � t 'hm „:,�w,. �? i3i r Yt � t t ,� .$� y,{ r �i °A..✓�1�_w� "+�sn,...a✓ yy: k�9p1«�rrpyV�kyyt' 1pyyg4ry{WpSr�fi.,7{ss1IIE ZE1 11.fS ,gS',1LA§WE' UNE, %%ffjjg�Y1;;rr ((��qq AA�{ fi,38Y`Y66,69 E:1164-828052i- '410 i fa '� x J •'� 'f s�' t ' ; i'� � ,^ � fB�S$IiYq�•ERF�itA!9'1(1;4�?. 4 . ;�. .,� ' ,• !*�.. at �rt1. .F n . 'k' "�� .+'`f f LF OF 8" 000 93 If OF So C900 y y: _ k SP l'tlk @ih N:SL+VK L1{9 /: IF.! •1 /. f m t 5• vt+ k 51 LF OF 4 GALV. SCHEDULE 10 FIRE DEPARTMENT CONNECTION LINE ^� 8 LF OF 4 GALY $CH DULE 10 T it. ♦ f - i 1 tLIST01,0CA + C, BY 0-4M RS i 6” w04 0m) (O�;X - j UG2 %(131L1 "Ft11� a l� �'+ i Et114bixli 4" FIRE DEPARTMENT CONNECTION — l "' " j � � � �r�, � � iplFO'kil�t 1 BY OTh,I kS 1 taR }.i71 f ia��d5 t{R, II J MIlDliJ 11E '�al'rd J10M rIC1ON FOR BY OTHERS � 1 1 I'll I' i^f+C'Flr ?Ip �y'• 1,�p 442 %Ji�M1(l{dr.'."•:.. ... � ` T � •_�...... �--T- iliw 11Ytittt�Y1 �*ba�..LkfI66Lkk1 1i fi llldf 113LQ IT ¢ ... .me AD If I 1 i 1 i I 1 i I 1 y I 1 I I 1 I 1 I 1• I i I I I 1 5 I LU J�C 1ItPE is. UI 1 jadlt'� I I u. ,wr l7 (1 — L c 3 SYSTEM DEMAND WATER FLOW INFO. REQUIRED PRESSURE 53.31 p.s.T. ,STATIC PRESSURE 82.4 p.s.t. AVAILABLE PRESSURE 64.47 p.s.1. RESIDUAL PRESSURE 20.0 p.s.l. TOTAL DEMAND 563.92 g.p.m. FLOW 1105.9 g.p.m. HOSE 250 g.p.m. RATE TESTED 8/10/12 DESIGN STANDARD CRITERIA -2010 NFPA #13 NFPA 13 2010 HAZARD CLASSIFICATION: ORDINARY MAX SO. FT. / HEAD N/A DENSITY HAZARD GRP II .20 GPM/ 1500 SO. FT. QUALITY CONTROL BY; DATE: for CONTRACT WITH: r r�_ Pease Construction, Inc. 3815 100th Street S.W., #3 "( Lakewood, WA. 98496 J/ hi _ 7 �...r CONTRACT NAME: JEFFERSON TRANSIT AUfHORl'T1( Maintenance, Operations, and Administration Center 63 Four Corners Road Port Townsend, WA. 98368 KNIGHT FIRE PROTECTION, INC. 9702 LATHROP INDUSTRIAL DR. SW OLYMPIA, 'VI 98512 -9188 (360) 1786 -8606 ,,,, LICENSE IJO. ENIGHPP044LE uie Wilson 10 -28 -14 14 -045 OF n2 nlE WiYE 1 JtA l L J