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HomeMy WebLinkAbout150 Strong Road - Building Plans &amp; Drawi (3) . . I . . . I. / REVISIONS . I/� SPRINKLER TO BE 12" 1" ARMOVER DATE NOTE . . � . I . . . . . (:: . . e ' IN THE CENTER OF BOTTOM OF DECK 01 07/27/11 SUBMISSION ISSUE / '-' 2'x2' CEILING TILE - - - - - - - - - 02 QS/o1/11 REV 1 SUBMISSION ISSUE . $ 7 REMOTE AREA-3 6 5 4 3 2 1 / . ,� 1 1" MIN.-12" MAX. . . . 911 SQ FT. . r / ••14, . (: . (: - 1Q5 GPM%ISQ FT. DEN51.1 / . 4 MAIN OR . . ,. I / a. BRANCH LINE . .. . . . . I I. 1 I _ . . I .1 1 - a. T . . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1% \ . \ \ \ \ \ \ \ � , z I /, -COUNG- MAIN OR LINE . . . . o / \\ \` `K7 \ \\ \\ \ I45 , \\ %i EST \\ \\ \\61 \ \\ III \S0 \\ \\ \ 448 \ \\ \ , \ tW2 \ 1 i- , ' _ , . , / d• �` \ c� ` 1 I m . L CONCEALED . \ \ \ 1\ \ \ '\ \ 138 \ ' \ \ \ Ci9 \ \ \ . \ N6 \ I \ pg \ \ 144 \ �\ \' 143 \ , lal I I ' \ "\ I \ \ \ 11'- \ \ \mi \ K.. \ , \ \ \ 14� \ \ \ I •\ \ \ � 1 I I • i 14• 1 I I • 1 / T. -� DRY SPWNKLER . \ \ t \ \ \ 5 • \ 5 \ \ \ m \ \ \ \ -b \ m D \\ `� w C 0 b 0 5-9 5-9 % 5 6 ' ' I-r . UNOBSTRUCTED CONST. . \ \ ' MAIN HT A5 c 6516LE T ,5 �d \ \ \ \ \ \ �1 \ \ \ \ \ \ \ 1m \ 1 � 1 1 � / \ \CAP] \ ' \ \ \ \ . \ C ] \ \ \ \ \ \ \ \ \ \ \ \ \ \ i o Cg �] [ -8] CS �] ) / RETURN BEND DETAIL UPRIGHT DETAIL . . \ \ \ \ \ SLY�P MgIN $AACKV RISER \ \ \ \ \ \ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ R rr1' a CENTER OF TILE . 1 NO SCALE ( ) \ \ \ \ \ u \ \5 \ \ \ \ \� \ \ \ \ o ( 1 /- m ( ) ( ) NO SCALE . /1 \ \ \ �0�, i� \ , , \ ,, ,'` ,'` mmmm ,yiafflomm ,'`6aimmmum , &. . . - NO SCALE) . H L l m Y , / \14* I / / 13 T / 5 / I JJ CONCRETE DECK 6 0/ m \ o m 2\ o 0 2~ o m o 0 4\ o m 2\ o 0 2\ o Q\ o , 2\ o. 2\ o 0 2 m Q\ / �7 / , tb / / 71 9 r / )- J J J r,i J J .. J J rI'� J J , j,m I, iv I- 14 ... . , / , /r-1 / 3• , / 31. / 26 /3 L . . IQ n 3• n I. 3• n L 3• n 3' �' 3• 1-I 31'"_', n 3• n / _ 1 `. ' -6 -0 -0 ••;,: .. ' •+:.• . . -6 / 7 -6 / - .3• - / A-0 -b � II-0 "b A' a -3 a 6-3 - a . . '_b - ,9 ' - •° •.:v_ •e;••'. •' [ 1 -- RETNNING STRAP / / / / / / / - I 2 ] - _ 14I • O 1 , R m 1 -- ATR. / / / . / / ] - d C C. 'I C I C =. 0-6 C C G C 45 ...^.' 4 / ( / '�' , //I 20I LI / I/ 25 / / � 4 / IJ LJ ' LI ' LI U IJ LI LI LI 'IL LJ , / +,. . ,:+ . I / / 'O / / / /' / i / i /' /' . i O . I I p I I I In1 I I I I 1 . / / / I / / / . / k / - / / / . i a 1 I a . . a Ed I . a f / C } T- 5 -6 1 - RING 1 - tB.C. . NG / / 9 / / rxsy m 9 / / P- m / ♦, ' / m / / / / . m - m -m" -m =m m p I. m - 4. I _ m -� - _- 1 - DING / m ° 1 - CONC. SHIELD / / / p Lx - / / / / , r / /. / / / / , / I IFS a - - - - - - - I" - / / / / / / / / / / ' / / / / / / / /' / / r { / / / / i / i .� I I aL I I 6 II I . / / / � / ,o / / / . /1 / / r / / / . . . 3 '/ / , / 4 . I 13 ' % % / % / /' / ,/ I O I I I I -- I I 14 I4 1 I I 14 II 1 ] 7-9 -0I. 5 "1-6 -0 9-9 . / / / 1 / E . / / / / /I / / / / / -CA I I I I .`° TYP. HANGER / / /40 / / / / / / / / /,/ / / / / / / / / , / / / / i / 4A I-BEAM & BAR JOIST / / � • / / / / / ' ' / / $ '� � I � � TYP. HANGER . . . . . . . I (:: / / I /I� / ' / I I I ) o Il I CONC. DECK w/SHIELD / ei / i_ a/ / / i / / , i / / / . . °_.c_: O a _ _ - ° O , . . a a 7� u �� I. I 'T-__.yr. _/�- 0/' / a( �/ / /// - o./ /% �% /- /� ;_ - m I IY. - m - m _ 1 m m . I m --^' .I ' rt' : = c' I u' m 'V Q' I i I H Y3 -8n 0I I (NO SCALE) (NO SCALE) / r / / / / i / / / ' / / / A I I I M03 / / S�/ / / / / / / / 1 _ Z . / / i / _ / / / / I/ / / // / 1 I = I I = I I ' 1 I 2 9 1-m I5 'i�b MEZZAN) Imo. 49 J / / / / / / / / / / i F- C ]' / i/ / I/ /-m / ,/ ;/ i // / / / /� 1 a I _ I - 1 I I BRACC HN OF _ . / / / D_ / / - , / / • / / i D_ (L i = I E o BRACC HNE F Q o Ie / m / / � / / _ 0 / / = 1F / i .=m = _°' -a. m - 0 - 01 m �� p��C / / I / / / / /f I I I I I19 r I" 45 DN 2'-011 ABOVE GRADE . / i / / / / i C m m m m - m I I 1 . ' / : J . i. I x, ¢ n z / /n , , / /n // n 1 z n n 1 n n I n n z I n n 1 n nLu n ��ll , REMOTE AREA-5 -�Y a Y 1 DRY INSPECTORS TEST ZONE 2 / a , °� _ ,•! / / / r/ / ,- / r =a. r r r f � It"� _, r Ir T r T7 r I rJv Y-- o / / / /' / / / / ,/ / / _ Q I . i /''\ : N. / / / / / 15m0 SQ FT. . Y' / /� / / / 1 u g' 0_ u m u. 9 u u m u , u u m u m u m . u '�''-' u O g "9' % % / 15oo S FT. "'-I . - O LJ / I/ LJ I O L^J LI I LJ LJ I LJ Ll O I U LJ I U LJ _I u ' // 11 / / / / Nat wg i`J �i' i L_ // // n�i T L / 1 I m f r i / 5 10 GPh1/SQ FL DENSITY /// ,' // > ' // //' , , / ;' I// / // ; i I I I I I _ - I I / I / /�-` ti �z ,"ry vAIVE-� �_ �z z 1..�i��i� �L..�G��L��.���.G..�/�����.l..J��.r_mj I _ I I 1 1 1C SEPARATION' - E 21. Lc ,I = N "sN . E ARATI SEMBL T-6 / / / / •0, / „ . I r r Im1 i / / ,/ 106 ' % % // ./� .. ?m o 1'r PLU m o REMOTE AREA-1" n 10 nc n ( n . n I Q. n n I n n I n r_1 I . n . n I n I I / / i / i / / /11 i i / i / / ° ' . 2031 SQ FT. r y / / / / / ° . 2-0 r, RR 3-O. n �" ,� .S• ,-, mil• ,� 3- n �: �" ,� �.` �" j.,--, T1-. ,_,, 3' .--, �,` ,� S ,-, S �. .�^,_., F1 / / / / / / / / J/J2-D " m I �. LJ r� r I r r I rn r r I _m' r � . r O I 7 ' 1 m �' O. '- f_I / j // j / / / / / / / vjr / 1 ^' DNIV �ABO>� QTY-18 HDS - 9 I - - 2 � � 1n � 9! ttl - i / / / // // i i i r' LI L-i LI .. Li L i - ' lJ u Li u I-1 1J LJ LJ M. 1 i/ // / I - . GGRRADE GRADE J1 GpM/SQ.FT.DENSITY � � u r / / / , / , / I / / / / / . I o I I o I I . '6 I I U. . ;i � WE I .. / / / ' i , �/! . / / 131� / WET SYSTEM TEST CONNECTION DRY SYSTEM TEST CONNECTI I _ 7� I I I _ I _ I _ I _ 1 I C (ND SCN E) (NO SCALE) ,. ", Ili n, I4 / / 1 ry . m - m - m -m • m • m ' - m - m - m m -m -m • m - m m - m 1-9 -0 / . / I / ,-.3 . O O O 0 II I 1/' /' , /�/ /, / / / / I / / / / /e / , � / / '.ii .. . I Q, I I n . I I n I I . co co - - i I ; / / . / / / / / / / / C --- ---� I ° i� I I I I is I I - ,� /' . . . Ie . . R I. . I .. (: ) . I I R I I o I I o / / / / / . a II . I_. n . H � 11 /: / / 1 ob / LEGEND m I - m = - m I - m di I = -m 91 = m I e m - m I - m - m =91 is I d� = m I - m m _ - . I I I = 14+ I // / 125 % /' % % / E4 / // ,/ / a5 j / % / . . I t- I 1 � I I U 1 1 U i L-i I4 I 14 / / t, / I / I / / /; . O (1 / , - _O7/ GWB/AT= HEIGHT TO CEILING AFF . . , , ..L , , .(L I i_- , , . . {_- - C 1_9 .0 u / / / / / . = = = R ' // / � ..� � � / / / m / ✓ C ] HEGHT TO CEMER LINE OF PIPE AFF . I ! i I I I � ► E / / / / / / / / . . . o N I I LONGITUDINAL SWAY BRACE 4 WAY SWAY BRACE z - A ! - ! z ! ! z I - I I . =mn - mF�a = mr-I = mn mn -mn - mr-I - mn - mn - m1-I - m - mn - mr-I -mn - m1 I ? - 0 -1 . r aI a a \o \o ,f �N . { o o � I -- r LATERAL SWAY BRACE I � _ �i. �\ _ }� a }ti, }� _ }� _ +�� _ }� _ +� _ +� \ ISI �' }� _ � _ MEZZANINE FIRE PROTECTION LAYOUT - - ,_,ar I L 4t I LJ+5' .ar uar I -„ ,_,,ar Lnar I ,�,ar ,_I,� I L�.t L, 't I ,_,ar ,ar ,_,2�r I ,_,,� uar � _ 11 ° . - TRAP¢E BAR .4 Je JQ I Oe . JQ JQ JQ Je - JQ Jan OQ II, -s JQ ; JQ J§ `� J2 SCALE: 1/8 -� O O HYDRAULIC NODE . I 3. �. 3• 3• 3- 3• �. 3. �. - 3• 3• 0 3• S. 3• _ 3• 3• 1 " 3 6- II-0 -6 rt •6 -6 63 .5.3 {0-3 % 9-6 1- - LOP MAIN .% TO RISERCE) 14-��] W2 141 ] [ ] n f$ TAMPER SWITCH D - I e ' In MEZZANINE SPRINKLER HEAD SCHEDULE -m i I u FS wATERFLow SWITCH I. .� . (: MAIN TIGHT AS POSSIBLE TO BEAMI I I a I I I I. . I i , . . E -6 -6 I.3 5 •5 ,0. i. ,� ] V E I I4• to I$' I✓• 14 I - 14• 1 - II ° w 9 % @ •45 C1/2 ,K=5.6) TYC:O TY-FRB Q.R 155 BRASS UPRIGHT Con Sprig) [s-�] I I [.Ri-8] 1 i I C�s�] � C� �] I I Ea-8] .I [� � , I O I I o I I I 0 4 (1/2' ,K=5lo) T'I'CO RFII Q.R. 1Co5° CONCEALED PENDENT WITH WHITE COVER PLATE I YI�\1 1 . MMOUAKE RMCE RMIRAINT COMPONEMS j cn w ALL MAINS TO PITCH DN. v I' "PER NEW ADDITIOR FIRE PROTECTION LAYOUT O °� 0 u 1ID'-ID" I . ALL BRANCH LINES TO PITCH DN a SCALE: 1/8°=1'0" . . �06� Fln ,olcoec ,000srsrmwsroewc�Qunm>rr v ° m"m mlm m 1001 sw aura:mwawn } ! J I n � ww�sawm Rc�sar 9M.8 OR Ric.880�511&UL m ISiw�ftli5ltls RS �% tW- W O(n W 1/2" PER lID. u I Z JQ1-OfF� T_ ''I/Y mom a nn(C wovW5mm IYP. M Ml BAR JOC,T SIR�WONffNf 4gAi RIM J ¢� I=-�_¢ of N! T l/P m(N000)TV FiG.9s0 y NEW ADDITION SPRINKLER HEAD SCHEDULE I ( ,,,, LLI < . 1 tps,s10 WSW 94210 v im TACO�J ' 909,8m or 980 \NfECi7m "Wj L W z J a.Z♦_O 0-O . . I I 1'aR it scm ZI i -`- FIG. sus.s10 a s90 --Tam F10. Ito'I'm III 0 E: o� }O O w BE Z � I r OR W SM 40 FRE -I I . @ 32 C1/2",K=5b) TYG:0 TY-FRB Q.R 155° BRASS UPRIGHT Con Sprig) �,,9�m� pFK Kam G 4Ach�0t8F7� 1-IXi tW SW 40 WE =M two W 1001 �� Q ♦-Z OO�Za-W o PFE axr IL 4(Y^,'9WIlII) \ FM CL w tam R .e0 \ 1'm W Slat 4o WE w d I- W O U. (n a w a_Y II ° `um FIG low m 1001 Y � `Tam F10.low a 1001 Q� -1 �� z W Elf W¢Z O 125 "C1/2 ,K=Sb) TYG:0 TY-FRB Q.R, IE6 BRASS UPRIGHT .. . . 1. FAScaAMP r FAST aff " = a �o � sir a . " . . . - m M I Bm_ I 1DXaRNW4 w aUfE I°Eu !m IS gmenwcl ¢ F- =J Z} Q 3 W . (oFnauLmlloo) SEISMIC DETAILS °�zw - ' a� aw . ! (NO SCALE) oOdzz =cn�aOF i � - . . P QW � Yw �W XF_-cn . `I on aU 's �Z �OQmz¢ 1n } u) Wz�W IG- _z U, Of� 1210 _ `� O C9WJZW LdQ OOZO OUl Z �(nW0] f- OL 0 = 'Sw �- . m m 01 O z (n O�OwZ LLI a v U 0_ zfra:'ma.0 . .o m . ! FZ � �L� Q�OlZ V70 . SEAL I . . ' . . . 12 0 _2 I I 9 N nt : Nju � CROSS SECTION 1 . .211/ " SCALE: 1/8"-1,0" UG.HOL 5_3 \ �8 .TA N `. `+� I - . v t: . 5-I0 + m 12-0 -2 21IV211 FROM 1ST FLOOR1 . 11 + I ' . Al.w 5.101 s �, " Qr O . -1p . , C) . . in . _r . . 4o 9 . . 4- Vim• I I 12 2 I VOLUME OF THE DRY SYSTEMS LEI w � o . . . . . ; . . ZONE 1 = 550 GALLONS � m L . ZONE 2 = 516 GALLONS ZONE 3 = 332 GALLONS 1-- C/3 � ¢ z f� w 'z T `•+ >- _ w J LU ^ 1n . .. . . CROSS SECTION 2 GENERAL NOTES: o 1 SCALE: 1/8"=11'0" I Q N N < . " co �'� 12-0 - .e-� 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13 20ID2 EDITION x �, � mto 0 1� 2. OWNER'IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING- )_OIU PDINT DRAINCD TO MAINTAIN MINIMUM TEMPERATURE OF 40 DEGREES FAHRENHEIT FOR ALL a c~i BASEMENT EM ENT SPRINKLER HEAD SCHEDULE AREAS PROTECTED WITH A WET PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO '� BE MAINTAINED BY THE OWNER AS REQUIRED BY NFPA-25. � . I 3. WET MAIN PIPING 21/2" AND LARGER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED OUTLETS OR FIELD NSTALLED HLINE PIPING IN TREE AND GRID SYSTEMS SHAL.L. 7W II C1/2",K=5.6) T1'CO T�I'-FRB Q.R 155° BRASS UPRIGHT Con Sprfg) qql- s BLA KscNEDUL 40Cw//GROOVED FITTINGS AND SHOP WELDED OUTLETS z . -i OR MECHANICAL TEES OR SCHEDULE 40 BLACK STEEL w/THREADED ENDS O BASEMENT FIRE PROTECTION LAYOUT SI 1 P�>4N AND BGI FITTINGS AS NOTED ON DRAWINGS. DRY PIPING 2,1" AND LARGERco SHALL BE GALVANIZED SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES. BRANCHLINE O -+-' NO SCALE PIPING IN TREE AND GRID SYSTEMS SHALL BE GALVANIZED SCHEDULE 4ID = Q SCALE: 1/8"=1'O" w/GROOVED FITTINGS AND SHOP WELDED OUTLETS OR MECHANICAL TEES OR �,•� ¢ Q' i I SCHEDULE 40 GALVANIZED STEEL w/THREADED ENDS AND GALVANIZED (D O � 0 FITTINGS. I O w J 4. PIPING IS TO BE SUPPORTED 4S REQUIRED BY NFPA-13. HANGERS ARE TO . BE FIELD LOCATED TO BEST SUPPORT THE PIPE. UNSUPPORTED ARM0 P, . . . . ! LENGTH SHALL BE A MAXIMUM OF V-0" WHEN STATIC PRESSURES EXCEEDING � O O . . 100PSi 7 ORDINARY HAZARD GROUP 1 LIGHT HAZARD ORDINARY HAZARD GROUP 1 5. MAIN PIPING To BE PROVIDED WITH SEISMIC RESTRAINT "SWAY BRACING" AS O O Q N HYDRAULIC DESIGN DATA HYDRAULIC DESIGN DATA HYDRAULIC DESIGN DATA PER NFPA-13 REQUIREMENTS. _ Of z . " A.H.J. LOCAL FIRE MARSHAL A.H.J. LOCAL FIRE MARSHAL A.H.J. LOCAL FIRE MARSHAL ro. STRUCTURAL LOAD BEARING ANALYSIS IS NOT INCLUDED. WITHIN THE Z � .� 0 . DESIGN STD. NFPA-13 (2002) DESIGN STD. NFPA-13 (2002) DESIGN STD. NFPA-13 (2002) SCOPE of THE SPRINKLER INSTALLATION. PIPE TYPES PIPE TYPES PIPE TYPES Cn MAINS' GALv. $CH to MAINS BLACK SCH. 10 MAINS GALV. SCH 1D FIRE SPRINKLER '1. WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. BRANCHES GALV. SCH. 40 BRANCHES BLACK SCH. 40 BRANCHES GALV. SCH. 40 RISER LOCATION ' O p -T � .. SPRINKLER ORIFICE 1 2" K= 5.6 SPRINKLER ORIFICE 1 2" K= 5.6 SPRINKLER ORIFICE 1 2" K= 5•s 4" D1FOCMAN S. ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS, AND/OR _ WATER DATA (STREET) AREA LOCATION REMOTE AREA #1 AREA LOCATION. REMOTE AREA #5 AREA LOCATION REMOTE AREA #3 � ,_�,�, �� ANY EQUIPMENT, ALARM CONNECTIONS-WIRING, FIRE PUMP,FIRE PUMP Q � L. OF FLOWING SPRINKLERS 18 # OF FLOWING SPRINKLERS 14 # OF FLOWING SPRINKLERS ae F7APPROXIMATE LOCATI MONITORING EQUIPMENT AND MONITORING BY CENTRAL STATION IS NOT �-�- 0.15 0SP 0SP FREE STANDINCs INCLUDED WITHIN THE SPRINKLER SCOPE. � 0 DATE OF TEST : D5-18-11 DENSITY G.P.M./SQ.FT. DENSffY G.P.M./SQ.FT. DENSITY G.P.M./SQ.FT. I �\ 4" x 2r2"',x 2%2" FDC �' 0 STATIC • 88 PSI REMOTE AREA 2031 SQ.FT. REMOTE AREA 1500 SQ.FT. REMOTE AREA 911 ENTIRE UNE SQ.FT. � '^ . . . . . � RESIDUAL : 70 PSI DEMAND AT BASE OF RISER DEMAND AT BASE OF RISER DEMAND AT BASE OF RISER ' - � 8"DJ.FIRE SERVICE I " SYSTEM NOTES: it O v J FLOW : 2040 GPM I (BY OARS) PLOW 61.140 G.P.M. FLOW 64.691 G.P.M. PLOW 149.35 G.P.M. a BUILDING CONSTRUCTION IS NON COMBUSTIBLE DRAWN BY: PF w ELEV = °�`0• PRESSURE s1.14o P.S.I. PRESSURE s4ss1 P.S.I. PRESSURE 59.335 P.S.I. 1 TEST LOCATION : INSIDE HOSE STREAM G.P.M. INSIDE HOSE STREAM G.P.M. INSIDE HOSE STREAM G.P.M. � I I - STRONG RD ® INDENT RD ' � I 10. BUILDING OCCUPANCY IS PER NFPA 13 2002 EDITION. PIPE SIZING IS BASED CHECKED BY: D ON HYDRAULIC CALCULATIONS OF REMOTE AREA I WITH A DEN5ITY OF .15 GPM •' CT WATER HYDRANT Flow TEST DEMAND AT SOURCE CONNECTION DEMAND AT SOURCE CONNECTION DEMAND AT SOURCE CONNECTION SCALE 8/ 1 -O SOURCE OF DRANT FLOW W- - - - - OVER 2031 SQ. FT. w/IS FLOWING HEADS. REMOTE AREA 2 WITH A DENSITY OF .15 - - - - - -W- - - - - - - - - - - - Z O Fn RECORDS FLOW 596.592 G.P.M. FLOW 3s0.242 G.P.M. FLOW ass 37s G.P.M. ©5 E1Ev=m'-ID' STRONCs ROAD GPM OVER 1950 SQ. FT. w/ 1'1 FLOWING HEADS. REMOTE AREA 3 WITH A DENSITY DATE: 08/01/1 1.. PRESSURE 72.73E P.S.I. PRESSURE 74.965 P.S.I. PRESSURE 74.572 P.S.I. OF .15 GPM OVER 911 SQ.FT. (8 HEADS ON BRANCHLINE) w/ 8 FLOWING HEADS. SHEEP : FP-1 (1 of 2) OUTSIDE HOSE STREAM 250 G.P.M. OUTSIDE HOSE STREAM 100 G.P.M. OUTSIDE HOSE STREAM 250 G.P.M. REMOTE AREA 4 WITH A DENSITY OF JD GF M OVER 2102 SQ FT. w/ it FLOWING AVAILABLE PRESSURE ® REQUIRED FLOW AVAILABLE PRESSURE @ REQUIRED ROW AVAILABLE PRESSURE ® REQUIRED FLOW HEADS. REMOTE AREA 5 WITH A DENSITY OF JO GPM OVER 1500 $a FT. w/14 JOB J: FLOWING HEADS. REMOTE AREA ro WITH A DENSITY OF JO GPM OVER 1530 SGL PRESSURE 86.149 P.S.I. PRESSURE 87.272 P.S.I. PRESSURE 87.119 P.S.I. FT. w/15 FLOWING HEADS. AVAILABLE PRESSURE OF 86.149 PSI EXCEEDS AVAILABLE PRESSURE OF 87.272 PSI EXCEEDS AVAILABLE PRESSURE OF 87.119 PSI EXCEEDS IL DROPS TO SPRINKLER HEADS IN LAY-IN ACOUSTICAL TILE CEILINGS ARE To 2-S P I- 'I 146 2' 4' 6' 8' 10' 12' 14' 16' 18' REQUIRED PRESSURE OF 72.738 PSI. THIS IS A REQUIRED PRESSURE OF 74.965 PSI. THIS IS A REQUIRED PRESSURE OF 74.572 PSI. THIS IS A .. BE CENTER POINT OF THE CEILING TILE. SAFETY MARGIN OF 13.410 PSI OR 15.6% OF SUPPLY SAFETY MARGIN OF 12.307 PSI OR 14.1% OF SUPPLY SAFETY MARGIN OF 12.547 PSI OR 14.4% OF SUPPLY . /' . i REVISIONS SPRINKLER TO BE 12° 1" ARMOVER DATE NOTE IN THE CENTER.OF BOTTOM OF DECK 01 07/27/11 SUBMISSION ISSUE nx . n)(2 LO.W POINT DRAIN nX3 I X4 LOW POINT DRAIN X5 nX6 LOW POINT DRAIN nX7 nX8 LOW POINT pRAIN X9 2'x2' CEILING TILE - - - - - - - - - WITH AGF 5100A WITH AGF 5100A ' `TOT E WITH AGF 5100A 02 08/01/11 REV 1 SUBMISSION ISSUE COLLECT 4 DRAIN COLLECT 4 DRAIN . zLL 4 DRAIN 1 COLLECT 4 DRAIN ALL MAINS TO PiTCH DN. a 1/11" PER 19 MIN.-12° MAX N. I T n lO'-m" .(5r / / / / 1� ,� , •. , , I a MAIN OR d' r / / / 46 �. o I o b o I �. a o ( 'U a' o I of o I V I. 0 ( �. n' o I M ALL BRANCH LINES TO .PITCH DN 'a . .. (' ' / / / , 1 + . + + + + I + ' + I BRANCH LINE 11 1 }I I/ ^ / / /. /.} a 1 0 n r, n r-° n^ .n ^ �-, , oa n r•I .n^ , oa n r, n^ r, " . r° s^ (BY OTHERS) 145 DN 2 -OJ A60YE GIEADE 1 I I r " / / M o",�x r' '-' } �',� '- I s t o ,� x s } . u� ,� �t n 1/2" PER 10'-(TJ° T r . . } ' x x } x x } ,o t 8 FIRE SERVICE -� -CBUNG- MAIN OR LINE / / / /-1 r r Q .r r Q r r Q r 5-ID/ ' // , / `Is /S� IV ._ . 2a 9j01 14 - s,- I 91�1 1L' T - set 14 . SQI I r r SQI N `' r I r 9 L DRY SPRINKLER f - r - - =+� Ir - - - - - - I. CONCEAIm . P DRY INSPECTORS TEST °°%`Y / /' / / / / I I m ° I m - - - - - . - Z1 - - FOR MAIN FACN ALL EXPOSED WOOD UNOBSTRUCTED CONST. ONE I ,r _ m /. I / / t-fir-- ,--;'1 I _ , - � -0 -� 21145° ELL FACING pN I-2 d. . /' 41/ ' �11 64 . . I / ; 6s / 1 I I I" I . I I . - I - I - I TO BE COVERED WITH CENTER OF TILE RETURN BEND DETAIL UPRIGHT DETAIL I I . I - GYP BOARD BY OTHERS (No SCALE) . " (NO SCALE) /� tY=2 (NO SCALE} REMOTE AREA-2 ' 32 r r, i i {a i i' i 6° , ' / / / / / .. ,Y ,/ / ,I-iji- -) - -I- _ -I - --I- - - - - - - - - - - - e 1Q5 GFt`I/SQ FT.DENSITY r �/� // / / /' / I / / / / 1 r- -r i Q i" 45 pN 2'-0" ABOVE GRAPE .• a CONCRETE DECK / r ) 1 I I I , _ / / _ // ,� Y % /1 _ ' _ _ ' _ ' '• } ^ I 0 a. a ...�'� ..,. �•'. / / / / / /- / / i - - - - - - _ 'P'ZOET•1FISP T ZONE 4 a. /Lu ' / '. i I/ / ' / �. I LU i I Q I' I I • w I 6 M 1�ERv�)=E� .. *"-':. •:`'•'• t - REFANING STRAP . // •2 , '-/ ' /'F, . /� , /'1- -I - � -I - - - --I- - - - -I - - - - - - I - - - -I- - - - - - - r` 1 - RING n /' S3 0 / 45 ' / 66 J O p � a : . : : : : : : E .1 - A.T.R. I. / � 61 /1 I 1 I I I I -- -- -- -- - . . . / / / ,� I 4 Iry.� 122 .-.;r_ ;.-...i..... ..;.....; ......... - RING 1 T.B.C. / / / / / / / / I , , / 1 I I I 1L 1,\?1 I�/� : 1� ,. I,�TI ... --i /�L....� ...-i�T1..... / / / / / / 3 a MECH/RISE V y} - 'e.,J,''' V,J. I`iyl yti. e,.,J" ..- 1 - CONC. SHIELD I /f� / n /fi n I n n I n n I n n n n 1 / �/ / , s/ / /I / x, /. / 1 x � I x o ..� I x x 1 x x o I x I n n n n o I n : ay / r_ I./ ,R - / �L' m / / i m m II m I m m I m II m m I m m m IIO i-...- F.:... . . . 04I U J T 7 - - T-1- .n m _I ti• -m _ -m - ___`_ - _ m_ _ .n - J' - m c _ - dI = _ _ _ .n _ L.-•2 - - cr - _ tii e' _ .n - m = _ ' m _ m . m m m _ _ U .::--.-' �' I U U I U -LJ . I U U - I U 2 T V- ....2 .. / / , / LJ/ , / /LJ / / / LJ I LJ r I U U I U LJ . _ . 43 / ' Q'I /' / 6, / 1 I I I I I 2- V - 1 / I is I . . 5.8 5•l : 62 a. o O O .} s TYP y,/ , / o ,/ , - , ,1 I I I . L 9$ 7 : ib4 : sAi s HANGER TYP. HANGER ,' ; / / ; , 1 I I I i0 CONC. DECK w/SHIELD / , . , / , ,.. a �. . !--fl-' s - BAR JOIST / - -/ -4 ! _ _ _ _ _ _ _ _ I = I D DRY HSUI ABOVE (No SCALE)I / / / / / / ,k / / / I = I I I I (No SCALE) . ,/ e- , �, /- / , 1 -' - 1- - - - - - - - - - - - - - - - n I B / % )' ' - , a I a _ I ° I � I 1- n LOW OVERHANG :.. .. - m m 9 I 1 D I Ise . / {{ / / $1 / / / 68 1 I I I 1 = J'- . I�JI _ JI I I 1 ,I•/ / �/ ' / 61 /i / 63 ,A. I I I I I , ' ' m... .0 . 9 6 9 6 -7 /- , zUr / / / / / ./ / / 7-ll - z - - ' - - - - - - c l - - - i-- 2py qP 2ND FLOOR _I :I .. * i . Cgs] II � ' /' , /� , / / / / /' / 1 I j I I z n n - - - - - � - _ - - . - I - I - - iI I . . . Irl / PT / / ri / / 1 n n -� n n n n n -t :.-..;: . _ O I I/- , /- , .n ,/ ,� - / .o / /� - I - f1- I- .n I _ 41 _ 'I - y !L m 1-I rl n . - _ •y�� •� I• r�T1 - . . n r-1 I.....: ;.... -. In A en lie • O 1 I +}l _ m m ib8 -.}ai... :.....:.... .. O ' / 'u ' / / / / / 1 u I U c i IJ 0 I U u . U - U -a c i. 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SEISMIC SEPARATION ASSEMBL - - - - - . - - - - a -} - - - - .0 }' --- ..... . 1 I SLOP MA BACK T ISE I - - - - - - - - - - v / 3- 5 ::� �� tl 11.... p ,..... . r -1 ^ x x^ I I _ I _M I - I I I I 1 - I /....:.. _ _ U U "J I 4 4 I 4 I - 4 1 { 4 i 4 I 4 Id .� .. - S i_ 123 i'_10-11 . . 93 m � = I. I I I '1' . o U. - - - - - - - - - - - - - - - _ - �,�- _ _ 1F- _ / 0y r :/ OWN�11DdT�R4GTADTRAWiNGS H W SHOUN coRiilDpR t. LOP MAM BACK TO RISER , [13 - C 9�] C r- ��j - -F - -6 ��' y . , / r H -. I I � 1 _� I s I _ a I a I m [ _ m II I I I I I ... .._. .. . �. go I Ais -f- - I --I- - I --I- - - - - - - _ - I ./: ....:.., . e Ir . „'.. >u ; .... . +,' I I . . - - I - r� - - - -I - --- - .,O ':..5 .: .. .. . � .. ..:.... ... ,-- - % ry VOLUME O F THE DRY SYSTEM S . R I ( n n I n n i n n n n n n I n n 1 n n I n " / / / / �I y � ' 9 E 1 = 550 GALLONS . 11 I m . I m m I m 1 m m 1 m : / : 5 ; -._ . m I m m I m m 1 m m I m ,��iy/ I / /; , y1 /: I I ZONE 2 = 516 GALLONS= � _ = _ s = � s s s r .--. :...� ... .. / , : ....... WALLS GO FULL HEIGHT C 6 cn w m m U - m 1 I U - m U - 0 I U - °. U - 0 I U - m ' u - 6 I U - W U - m ' U - m U - m ' - U m I U - °, U - m 1 LJ a+ U m ' I U - m j/ : % / ' g,- ( % ! � . . m - - _I- _ I �- - �- �_ /: :,. , : � , ,! yio : ,: PER MARK UP DRAWINGS ZONE 3 = 332 GALLONS - - - - - - - - - - - - - - - - - - - - - - - - - y .. :i": ' r . : DATED 08 01-II.AREA ABOVE 'o w '' I I .I - I , I / : / ,. ,T�RIVF CH CCK.� / r/ , CEILING To BE MAINTAINED TO °� +�' o I w ... _-...- : / ' .. ...:.... ' o worn I I I I / , .. ..r I .. i • W, -,/ , 1 BY°TWIST RE PROTECTED I . . ¢ R-'- a- 11 I I I I I I I / R3 - - M z �D 1 I , .... - 160 4 �I OW DINT DRAIN Y r r I r y T �{ _ WITH AGF 5100A J w of w r' --- .. ... cn =`n I t"� , I I I" I I�4 I I �a I / :../. �e ._� :..-/:. �Y...:..I :/r 0 COLLECT 4 DRAIN N w ¢ U_ ¢I- . . a Lu --- --------- --- ----- --------- m---- --- Q---- / . . ' :/ /: _, /: I- r-z ¢� I S I 1 9 0 - 03 o w-z "' - " g i °' 9 ' - _ 0----. - _ _- _-_-_-_- ,p__-_ _ _-_-_-_-__ m_-_- _-_ -_-_-_-_ ,p__-_ _-_= •p-_-_-_-i-_ _ _ _ -•, / , J J' , ./: N � w D- F- D- . m L ' './...: ... ' 1... / : .. 1 n n n I I --- I ---- -=------- --- I ''iy /: , /' `�St.,../. ��11 z w � z¢ > oo�- a a- 0 l - - I I I I I i I r :. / �� ry+ �O=5 OOOI-�� S-ir D Q� Q� Q 1 1 / : % v / ze T I2 i 7 WATER DATA (STREET) a N ¢ a Y Ld -'A j6 s O. 3. - a J 3. - 3 I ]L I I ]L I I I i I / : . /: v ? / / /: 3-e s u m� R-m �� 05- - In J O z ¢Z U V I 1 - / i 1 tB-415] A 6 C 15-6] 0 0 - - - - _ - _ _ _ _ i / : : / : sTarncF as PSI v~i� ¢ �coi � ���a 0 o C ] n II n -(- - n n I .n II n �' - n n -1 n - n - n - - n n - -;-1 n - - n - - n - /' : ��: - ya .= 1530 SQ FT RESIDUAL 17o IPs1 a= o - - - - - V I , .... . ' .. 1 �'- / / :/ I- U - - - - Ir - II I I : W6 ' ,i 4 6i / 1 / r:_ . 1- QTY-15 HDS I I �~ OJZrF m W 1 1 U I I_ I U I LI - I I _ _ O . I I II m . ♦ :' r� 1 I r� ,./. / ME�. .. / r f I I J U O¢? ED N2 !Q 14 N2 I t4 12 1 to - ' FLOW : 2040 GPM U m r O s m 0 m a1 m ¢ - O I tL 1 i 2 7J I L_I L-1 1 U U , U - ' U - ' U - U - I U -s U - r��. , U 67 mi ' , .i M O ELEV : 0'-0. m Z W d Z Li- I T3 I I' T� I I I I I I ..� .. . '��. - - - - - TEST LOCATION O 0_ _Z W jI� ' 1 I I I : i O T j,n---- .%(..i..}<S3. ..C..�.� ....b I STRONG RD ® INOEM RD U O¢ U O U F¢- 31 0 GPi`I/S FT.D SITY - - - - -i- - - - -I - - - 1- - - - -I - - - g --1- - - - - - I - - - - �- - - - - 8 - ' - - :'": 6-� 1 ' ' ' C� 1 1 I I I , I ,`4 ,ry I I CT WATER HIDRANi FLOW TEST d Z m LLj W J I I I I I I I I .1112 WALLS GO FULL HEIGHT O SOURCE OF INFORMATION : W w0 � 0- 0_ C �O RECORDS WZ � O �FU��¢ 1 1 i ( i � PER K A s UP DRAWINGS �'I,',�zl:, I I�b D U z w z�w Z o F1 _ - ^' - - - d. _ 1 _ -^•-. _ -d. _' -m _ - dI _ ' _ m ' _ dI ' - m AI I - dI - dI I -m _ , _q la W- I .� 3_b -p E I NZWUW WJO�UZ F _ -I- I - --I- - -I - - - '� - - - - I-- - - I - •--I- - - - - - - b ] s [19.415 H•419] C Is-b z to o -y s lr>-- _ = I m _ -m I -m ORDINARY HAZARD GROUP 1 "w cn z Of¢ z O V v = m ,o �0cn �? wNam -¢ I I I ( I '� I _ . I J LOW A�GIP 510RAIN I " �.,+ HYDRAULIC DESIGN DATA o 0: w Y a- =o z I--1 w iL D R O cn a I- o U z 1 I I = I I I = I 0, I I I O O A H,J, LOCAL FIRE MARSHAL L z ���Z D_ n n . n n I n n n n -1 . n '- n n I n In n n t= n o COLLECT 4 DRAIN o I LOW POINT DRAIN DESIGN STD. NFPA-13 (2002) � 0- a:w o¢ o FE� _� _x I x _ _ r -I x - - I - x _I x x x _ I x - x . - �I x - - - - - - - xvoo � zWIro -0 _ I WITH AGF 51ID0A PIPE TYPES I-? I v1 I� ¢o o a cn c� T - a� - -� ' 16 = ffi ' in '� ' in � 1 _ HI _ _ 1' } 10 _ _Lo � ' - in - _ �` ' � L4`t ' - +.f`! - _ Nt - � - ' et _ � � 9 O COLLECT 4 DRAIN MAINS GALV. SCH 10 U 111 U I U LJ I U I I I I I I U I , SEAL cD 'U-d. U-d. U - d. LI- d. LJ- 6 ,0 LJ dI U-d, LJ 0 ,LJ-m U- d. LJ - m z I I z 1L I y11 f ,�> I BRANCHES GALV. SCH. 40 I o I I o I I I I I -1 I I ry+ rt. I I SPRINKLER ORIFICE 1 2" K= 5s < 0_ 0_ I I D_ I I 1 IL I 2 Je . I I I 1 I I I I 12 2 2 2 0 17 9< - --r- - - - - - _ - _ _ _ _ _ , _ - _,- _ -1 2-I o . 3 6 -s P a 7 # F FLOWING SPRINKLERS I - - - I I I I _ _ 1 _ _ _ I - - I - - - - I - - [B 4K] g 4�2] C ] AREA LOCATION REMOTE AREA S2 DENSITY 0.15 G.P.M./SQ.Fr. - � REMOTE AREA lsso SQ.Fi. I - " - I I I DEMAND AT BASE OF RISER -ar - dI I -AV -a. I - d. -t I I - m -T9 I m -AV I - m 4E? I -S. A9 '1 I I I 1 I 1 i I I I I I 1 I ~ I 1 -I - - - I - - - - - . . - -I-- - - - - I I . I I o [ . FLOW 357.22 G.P.M. - - - - I - - - I II - i - - - - - I - -- - - -L - i - - - - - I o a - - - - - - - - - - - - - 0 PRESSURE 59.304 P.S.i. INSIDE HOSE STREAM G.P.M. ' I �.'`° m I �, I V m I h.'' I hI1 I ham\ I ��1 I �1 s I +°`' I I I ,,rye`' ,,ryi` I I DEMAND AT SOURCE CONNECTION . _ m 0 _ m + m m 1+ - + _ _ m c 1�1 - 0 I Q N. - m 19 '.'�' _m ( 11C m I .``fit.+ m I , i' I ,"h`+ _ . _ m I .`•Jt•+ I ( + ry+ FLOW 607.223 G.P.M: o f . 14� - - s . - - - 0q 4t - FQ P� I -- 2 oe 12 PRESSURE 71-01s P.S.I. -•-9 - - ' 1- - I - t- - - - i - - I - ' - - - - +o - - - - - 2 2 T m-5 � 2 2 2 m v OUTSIDE HOSE STREAM 250 G.P.M. H-4k] [ AVAILABLE PRESSURE ® REQUIRED FLOW rt , -2 Q-O 4- 3-b -0 f9 I 7 g n T- n 2- n Y n 2- n a n 2- n n 6 Q t° �p ' 5-1 W `^ .p ' l.D ^' .9 ' - 1 .0 ".' .9 ' 5-1.0 ':' .D '- ' S-1 .D '2 .0 ' S- .D '1' •D -A' 5-'I .D "� � .0 _ m 0-91y ' •D [ -6] fa-b ^ _ . u u _I u u I u - u °I u u I u u . I u u m I I [ �] I + O PRESSURE 86.087 P.S.I. U U LJ LI L! LJ U Li t U i U t LJ ' LJ - ' m g' n I I I , n I n I n I . I I ti AVAILABLE PRESSURE OF 86.087 PSI EXCEEDS -4- to . °_' I O S I O O=• I O O. I O r 1 O .. O. , O O=. I O . I I 1 I I <}. _ _ _ a ° REQUIRED PRESSURE OF 71_Dt6 PSI. THIS IS A o N N All. _ _ _ - 0 _ I LOW POINT DRAIN SAFETY MARGIN OF 15.071 PSI OR 17.5% OF SUPPLY ^ ,`ter, LOW POINT DRAIN LOW POINT DRAIN HSW HEADSLOW POINT DRAIN ° - - - f-- 9 WITH EC 51 DR W G7 LOW POINT DRAIN LOW POINT pRAIN . - ' o COLLECT 4 pRAIN ORDINARY HAZARD GROUP 1 I- v L- """ WITH AGF 5100A WITH AGF 51IDIDA UNDER DOOR TYP. WITH AGF 51IDIDA U WITH AGF 5100A WITH AGF 5100A I I I -- ,h I W it . COLLECT 4 DRAIN COLLECT 4 DRAIN COLLECT 4 DRAIN EXISTING BUILDING FIRE PROTECTION LAYOUT �� ECT 4 DRAIN I I _ ry+ ry+ I HYDRAULIC DESIGN DATA a z IV, 2 Oe ( A.H.J. LOCAL FIRE MARSHAL (n 1- < W .0 n_ ., ° "�0 2 3� P� 7 DESIGN STD. NFPA-13 (2002) - I En ELEV=n,-6° TDV3 [f9 4Vi] ] Q-' o I\ ELEY=l6'-4'r°TDV3 SCALE: 1 8 =1 O .6 PIIPPE TYPES GALV. SCH 10 }n 'I o TDV3 ELEV=16'-2P2° / [ ] O Kf 4�i] [ 19 b J W � EXISTING BUILDING SPRINKLER HEAD . I I . BRANCHES GALV. SCH. 40 ¢ N oL485V15ac GENERAL OLbWOOAC SCHEDULE AIR EC Mf ASS�� I 1� 1N AIRCO RISER S5�� 0 - `+ I - - - - I - - - - I _ I _ ° SPRINKLER ORIFICE 3 4° K= 14.o xo = m s AREA LOCATION REMOTE AREA #4 m 00 m O 0 0 s f-- t 0 D OF FLOWING SPRINKLERS � a U o a C1 Tm•�2 53 (1/2",K=5.6) TYCO RFII Q.R lro5° CONCEALED PENDENT WITH WHITE COVER PLATE DENSITY o.15 G.P.M. sQ.FT. J R 2 r O I I ,,•.� ,'.'� I I REMOTE AREA 2102 SQ.FT_ -11 EL.EV=V-8° TOR " „ o Lod POINT DRAIN ry+ ry+ DEMAND AT BASE OF RISER 04 (1/2 ,K=5.6) TYCO TY-FRB Q.R 155 BRASS UPRIGHT T . z � oe ( 12 WITH AGF 5100A 0-b 7 PRESSURE 54.703 P.S.I. 2 2 FLCW SWITCH 4°SWQJCi CHECK wi BALL DRIP COLLECT 4 DRAIN C s J 2 2 ° 3�2 ?� s m b FLOW 561_36 G.P.M. W 2V2°RIBER CHECK VALVE @ 310 (i/2'I,K=5h) TYCO TY-FRS Q.R. 155' BRA55 UPRIGHT .(on Sprig) C� 6] 13 M-4P2] 19.4L9] I [ INSIDE HOSE STREAM G.P.M. Z � _ _ 3 I +'o DEMAND AT SOURCE CONNECTION J MAINDRANPIPEDOUTSIDE S ® 56 (3/4"K-14.0) TYCO EC 14 Q.R. 155' EXTENDED COVERAGE BRASS UPRIC-rHT (on Sprig) n -e FLOW 811,363 G.P.M. co o I I n 1 I j 1 O� O 4°DRY VALVE z PRESSURE 70.516 P.S.I. Q .1-� LOW POINT DRAIN S 4°WRN ACCELERATOR ' I OUTSIDE HOSE STREAM 250 G.P.M. = TrP OF2 a 52 (1/2",K=5.6) TYCO TY-FRB Q.R. 155° CHROME HSW SPRINKLER ° IJ -� a GOLLEGT 41pRAIN AVAILABLE PRESSURE ® REQUIRED FLOW Q E- O 0 � I I o I �11r ,,� I I PRESSURE 68.512 P.S.I. . O V W . S S S ' S ' 4 3 (i/2",K=5.6) TYCO DS-1 Q_R 155' CHROME EXTENDED COVERAGE DRY HSW SPRINKLER 70 +,IN +,IN AVAILABLE PRESSURE OF 68.512 PSI EXCEEDS W 0 0 J _1 2yT CONTROL VALVE 4 TOPoC I I I m ry Is REQUIRED PRESSURE OF 70.516 PSI. THIS IS A . C 2 2 o-e 2 T 2 SAFETY MARGIN OF 14.215 PSI OR 20.7% OF SUPPLY O O I ELEV=2'-0° BOR {, u-o 3-b s -0 7 II I I =2'-p�El BDV =2'-0°I BOV1 ELE1)p2'-m° t r 1'f A A�' C r ] Cg 4tO M-4k] C I-'r, ] Z _1=+ I I I I I I TO SYSTEM COLLECT ❑��►!9!i I ho I. I I I LIGHT HAZARD O O Q V _ o m + o HYDRAULIC DESIGN DATA , 1�/ N . --.... L VALVE UPPER 1 1 VALVE COLLECTANDRAIN' provides ? The alarm will blink and sound 0I I A.H.J. LOCAL FIRE MARSHAL 1y Z "''' 4°DRY VALVE ° I I ,` x / �-r--s- s�/+� -- - -- --'�•--�--z - - -I- - DESIGN STD. NFPA-13 (2002) . 1- 0 4 arEs 4mm5s REDUCED I I a method to drain waterfrom when water has collected and 5- $;'� , / , , , , , , , , , , , , , ^ PRESSURE BACMOW I I I I 0 / 1 _ / I / / / / / / / ,I . / / , , / / / 11 I 0 PIPE TYPES � M isolated sections of dry pipe and draining is required (Model 5200 / / 1 / / / / / / / / / / / / / / / MAINS BLACK SCH. 10 A55E1MLY I I / / / / / / / / / / / ./ o� o`N/ / / / / 1 O ' / ' ' ' / / / / / / BRANCHES BLACK SCH. 40 O I preaction sprinkler systems that - only)_To drain the collected water, . . / - ' / / , , , , , , ./ ; ; ; / ,/ 1 8°x 4°CONCENTRIC REDUCER 8°Dl-L 1 °A. 9 0 0 0 / / / / ,/ / s°, / / ry+i ry+/ 1� / / / � I SPRINKLER ORIFICE t 2° 5s Q L I I l TO FREE prevents accidental discharge of i the upper valve must be completely LOW POINT DRAIN / /2 / / / / r / r / / ,•_ (BY OTNERS) 8T NG FDC r , / / / / / / Oe/ 59 / / / t 91 / 8°GROOVE FLAME ADAPTER I I - the system.When in the COL- closed and the Anti-Trip Plate slid WITH AGF 5100A 0",P/ { s( , / A / 2 r , 2 / / , 1 A 1 AREA LOCATION REMOTE AREA �s r U- COLLECT 4 DRAIN , / _6 , , / , , , 7I " LECT' position,the upper valve i to its upper position, allowing the . . , / / / , , , , , , , , 1' 0 MAIN RI5ER DETAIL 1_ °�I ANTI-TRIP . . [/ / / / / / E'15 dVr / . , , . / 1 [ ls-b ] DENSTiY 0.10 G.P.M./SQ.FT. I ELEV= -5 0 tKs2 A T is open and the Anti-Trip Plate is lower valve to be opened.To return / / / / / / / / / / 92 / / r , / / W NO SCALE \ X PLATE _ / / / / / / / / / / / / / / / / 1 REMOTE AREA 1530 SQ.FT. W J In its lower position, preventing the COLLECTANDRAIN'to the / / y' ; ,I/ / / / / / / I >lass]/ / / / ' / /11 0 � O ' ' ' ' ' ' ' ' ' `r' ' ' / i i i 1 , DEMAND AT BASE OF RISER a "COLLECT" � � � o / / / / / / / / / / / / / / the lower ball valve from being COLLECT. position after draining, , / / / , , / / / / / , , , , / , / 1 + / / / / / / / / / / / / r / , / / / -a FLOW 258 36 G.P.M. ALARM completely opened.While in this the lower valve must be completely ' / , 1 Tod PRESSURE s5s77 P.S.I. DRAWN BY: PF / / / / , / / / / / / r y / / / / / / / / 1 LOW POINT DRAIN w I position, water in the system closed and the Anti-Trip Plate slid ,� , 1/ / I, / / / / / / , I * / / / / , , I / _x p/ WITH AGF 51IDIDA INSIDE HOSE STREAM G.P.M. CHECKED BY: DT . I � C / / / / / / / / / / / / / / / / / `Q T/ 0 o collects in the condensate nipple. .. = o o to its lower position for the upper / /( / / / / / / / / / / f / / r / / / r / COLLECT 4 DRAIN / / IY / , / / / , / / , 0 6� / / / / / , , , DEMAND AT SOURCE CONNECTION SCALE 1/8"=1'-0" . Is /� valve to be opened.This prevents ; ,/ / / / / / / / / / 1�.1'.,' .<, / / / I / / / / / �,>�� , / 85 / / / / + + / / / / /� / / , , FLOW 358.355 G.P.M. DATE: OS/O1/11 1 . �� 9� booth valves from being completely /' /f / /I / ern ,' / /' i31 / '� ,eIq ��i ' ' / /' a" ; / TO PRESSURE 76.124 P.S.I. z to / /��/ / / / / / / , 73 / / / g / y / 's / SHEET FP-2 2 of 2 5100A COLLECT DRAIN DETAIL open at the same time, which could 2 z 2 0 2 / 2 2 OUTSIDE HOSE STREAM 10o G.P.M. I '� - / / -o / / / ,` ./ / / n 9 2 / JOB . MODEL 5100 a accidentally release the air in the m-6 AVAILABLE PRESSURE ® REQUIRED FLOW ��- Ts / C '] / / / / / K ea ty] / / / / / / 19 / Rk-MOTE AREA-4 ' I ' / ' ' I' ' ' ' ' r / / ' PRESSURE 87.279 P.S.I. I SCALE: N.T.S. - COLLECTtuIDRWN"' � = system. / - r / / / / / / r� / u / / r i / / / / / / 21ID2 SQ FT. . LOWER I° 45 pN T-O' ABOVE GRADE , / � ' / 1 / / / / / / /I / W /' / / / ' / /' 1 / // I / / QTY-il HDS / / / / / r / , / / r / / / / / / / /' / AVAILABLE PRESSURE OF 87.279 PSI EXCEEDS 2_SP'_1 1146 s1 , / / , / / / / / , , , y , / , / / /,0 .15 GPM/SQ FT. DENSITY, REQUIRED PRESSURE OF 76.124 PSI. THIS IS A P �`� / / / / / / / r / , / / / / / / / / / ' / / / / / / / / / ' / SAFELY MARGIN OF 11.155 PSI OR 12.8% OF SUPPLY I i I" DRY INSPECTORS TEST ZONE 3 m 2' 4` 6' 8' 10' 12' 14' 16' 18' iI � ��w: . . . i I