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HomeMy WebLinkAbout210 Station Avenue Fire Protection Floor Plan and Details—NEW 4" SERVICE (BY OTHERS) 32 36 I I I I I REPLACE EXISTING SECTION OF 3" FEED MAIN WITH NEW 4" a - ----- S 3 - rF --- - I - -- +zr+--------------- --------------------- - -+i`— 1 --- V EXISTING RISER- ! O +----� I �ti0 l40 TO REMAIN (4") , +IO._� e2I NEW 4"'FEED MAIN 2,1 29 32 1v` II TO NEW�E T PRINKLER II 2" 2" 12° I2° x � lov 1 � 1 I I 1 lil 41 y� f^ I: 1—N {! 1� fL 2"iIl R PIIIPE EXISTING SPRINKLER :21121, I _ //�� ;211 1 / TO NEW 5PRINKLER5 45 SHOWN f1 I I 1 (I I �I(TY PI AL) ¢ 40 1L+0 1 I 1 1 I III I ' I 1 i ii I I Tu2 ,1 {{ I21, 12 1211 211 II 211 2' I 1: 4" 1 // y 140/ I , 1� 21 1lI� 211 21 111.1 111 1 2112 " I 1 1 I 411 1 1 1 140 ¢ i C ¢ 0 1 41k 1 1 2" SPRI O LER I„TING 1 1 �1 c 12" 2 1211 211 2 21 I °};II ' Loo '7 ¢''I4.i ¢ "O 1 1'u it l I \ III 1, 1 2 { 1 2„ 1 2" \ I, 1 2" ! 211 SII 211 21, _ II I II I ±40 4" '{ 111 it 2": !1 2" 211 1 2" 211 111 1 I I I I I. I I j I 11 ! 1 1 1 1 , 12" 2" i 2" :2" I' j 211 F 11 211 I F ' 111 II III V �, j y L'1 II L' LI �1 4" �i � ❑F 0 i{ ❑D � j ® ❑A !Ers I FHj RELOCATE EXISTING O OR GONG AND FD GCNNEG T ICN 1 3 ADA �A 1 I/a I/z z" .I!I 1 ill 21 A 1 ®A ®A ®A �14I 26 A I { 1 n 0 '3 r/a 11 I 111 111 1 21, i I I j 1 i 25 A 24 A 1 I I CONNECT TO EXISTING BUILDING IN THIS I ! 1 I LOCATION JI ill 1 { �I 211 II 22 A i11411 1,; A 16 A I9 A 11121, 1 d„ 2 4" I' I { 20 A 1 14q 21A !�I5 A I /a I HYDRAULIC DESIGN i LIGHT HAZARD !i I DESIGN AREA - II"f8 SF ' 1 I MAX. AREA PER 5PRIN<LER - 210 5F NO, OF DESIGN SPRINKLERS - 12 I ! DESIGN DENSITY - 0.10 G-PM/SF (i f HOSE STREAM DEMAND - 100 GPM SPRINKLER DEMAND FLOW - 309.2 GPM RESIDUAL PRESSURE REQUIRED - 52,7 PSI i EXCESS RESIDUAL PRESSURE AVAILABLE - 1.2 PSI I PART PLAN SCALE: 1/8" = V- 011 1 O+I I —NEW 3" FEED MAIN I I I 31, TO JOIN EXISTING 1 SPRINKLER 5Y5TEM8 SPRINKLERS WITH NEW AS INDICATED. 311 II i 211 11211 1 I , , 1 I 1 01-;1 I I ' 1 I 1 12" I , 1211 I 0 5EPARATION WALLS SHALL EXTEND 0 1 TO UNDERSIDE OF GWB CEILING. 6. 12 11 ! I I I11 1, ALL PENETRATIONS SHALL BE FIRE - STOPPED IN ACCORDANCE WITH U.L. 2 i1 I 1211 0 --+i (D ----------- ---------+'211 SERVICE e RISER FROM FREEZING. ® Q Q LLI < z� ® q _ I I I :2" I ' I , I I I y L} L 1 1 1 , , , , , I I 1 12" , , 1 :211 21I I I 1211 I , I I I I I I 31, I''a' 7! i 4"411 4" 411 I1,2 n 11,2 , 1,1 to { a PART PLAN SCALE: 118" = V- 0" T I I I 1 1 I I 1 I , I I I'2" 1 1 1 1 1 1 1 1 ! ."0 i I 12 " 1 Vy 31, 12" 211 2" 11,11 �� j1 GAP OFF EXISTING V ! B B B B 4, 2 BRANCH LINE ji I ; (TYPICAL) :211 j 2" :2" {I :211 211 1 1 !I I L22 231 �3 ®(5 ! REPLACE EXISTING e e a B { PENDENT SPRIN<LER WITH NEW (TYPICAL) 211 2 n 211 !' 11 /I n 12 11 I I 1 I I 20 211 /-nli :21; :2'.211 4 1 v 31I3 ISI (� 1� IS 19 0 L.4 NSTALL NEW CLOSET --- — ----- =— __ — 1 PRINKLER 45 SHOWN I 1 I BYPICAL) 2" 1211 211 I 1211 1211 1 1 1 I 1 1 1 1 i , 1 I I I b I 16 I?3 2 I I I E A , PL CE EXISTING 1 1 �(-=�"ENDENT SPRINKLER 1a " WITH NEW CONGEALED 1 i 211 !�'—'-1j !' // 2" SPRIN<LER (TYPICAL 2" �'I� 2� 'I� 12" L7 �'jjj IN HALLWAYS) 1 I 1 1 ! 1 I 1 1 1 I 1 1 211 !I 211 :211 I! :2" :21l ! 1 3 I I { I I II I I I I I I I I I 1 1 I , 211 211 211 211 :2" I I ' 1 I I 1 1 1 Q ¢ 11 1 1 , I i I i I 1 2112 211 1! 12 11 i 2 11 II I I 1 1 I 1 1 I I i L -----EXISTING MAIN DRAIN 3"�} I 1, j� $ { 3 3" --} +____________�____________1_ _________________________ _i____________I _ 31, 3 a TEST CONNECTION -------_ ------- ---------------L11-1 TO REMAIN SPRINKLER LEGEND ORELIABLE MODEL G -FR RECESSED PENDENT (165°FX5.6KX /2" ORIFICE) QRELIABLE MODEL G4,4CONGEALED PENDENT 165°FX5.6KX 2" ORIFICE) 0 PIPE UP C PIPE DOl1N v BOTTOM PIPE CONNECTION NEW PIPE ----- EXISTING PIPE TO REMAIN 2 HYCRAULIG CALCULATION NODE 0 HYDRAULIC DESIGN LIGHT HAZARD B DESIGN AREA - 1125 5F MAX. AREA PER SPRINKLER - 210 SF NO. OF DE51CaN SPRINKLERS - Il DESIGN DENSITY - 0.10 GPM/SF HOSE STREAM DEMAND - 100 GPM SPRINKLER DEMAND FLOW - 249.5 GPM RESIDUAL PRESSURE REQUIRED - 56.8 PSI EXCESS RESIDUAL PRESSURE AVAILABLE - 3.1 PSI HYDRANT TEST TEST DATE - NOVEMBER 25, 2003 TEST HYDRANT - 60 PSI STATIC 58 F'SI RESIDUAL HYDRANT FLOW - 1200 GPM PERFORMED BY: MASS FIRE PROTECTION NOTES: 1. REMOVE ALL EXISTING UPRIGHT SPRINKLERS AND CAP OFF PIPE. 2. REPLACE ALL EXISTING PENDENT SPRINKLERS WITH NEW AS INDICATED. 3. CEILING SPACE SHALL BE FILLED O WITH NON-COME3U57IBLE INSULATION. 4. GWB 51 -4,41 -1 -BEI APPLIED DIRECTLY TO OF BOTTOM CHORD OF TRUSS. 5. 5EPARATION WALLS SHALL EXTEND TO UNDERSIDE OF GWB CEILING. 6. SPACE BETWEEN SUSPENDED CEILING AND 0 3 o GWB CEILING: SMALL aE NONCOMBUSTIBLE. 1, ALL PENETRATIONS SHALL BE FIRE - STOPPED IN ACCORDANCE WITH U.L. 8, PROVISIONS 514ALL BE MADE TO KEEP FIRE W SERVICE e RISER FROM FREEZING. C'C 0 N 2003 4j a,gSTT -c' cs O� d«�iv^ b asz 0 z o¢UL W � 'D F' O ° Z O -A 0 I�^1 VJ �I ccco c o 0 3 o �. Cc co U O O Lo W Q © Lu ® Q Q LLI < z� ® q _ x 4j a,gSTT -c' cs O� d«�iv^ b asz 0 z o¢UL W � 'D F' O ° CD c2 O I�^1 VJ �I ccco c o 0 3 o �. Cc co U O O Lo W Lo x (0 rte, IN Lo NLo f� � N O O a x U U > W x � W W c DRAWING TITLE: FIRE PROTECTION FLOOR PLAN e DETAILS DRAWN BY: RCv CHECKED BY: D,4n DATE: 11-21-03 REVISED: PROJECT N0. 4858-f SHEET