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Home My WebLink About7631 Gall Blvd (27)WAL-MART STORES, INC. STORE NO. 0706 05/09/14 PROJECT: Ze h rhills, FL CCD #1 PROJECT NO. 96540700 FIRE PROTECTION SHEET FP1 — OVERALL FIRE SPRINKLER PLAN DETAIL 1 — OVERALL FIRE SPRINKLER PLAN 1. Revise detail callout bubble. SPRINKLER SYMBOL LEGEND 1. Add sprinkler type. SHEET FP2 — ENLARGED FIRE SPRINKLER PLAN DETAIL 2 — BAKERY SPRINKLER DEMOLITION PLAN 1. Revise sprinkler layout for Bakery per removal of Bakery Hood. 2. Revise detail name. DETAIL 6 — BAKERY SPRINKLER PLAN 1. Revise base layout for Bakery per removal of Bakery Hood. 2. Revise detail name. PROTECTION CRITERIA BASED ON 2007 NFPA 13 1. Add Grocery prep to Protection Criteria. KEYNOTES 1. Add keynote 13.970. Page 1 of 1 C.2ENERAL NOTES CONTACT SPRINKLER SYMBOL LEGEND GENERAL PIPING INFORMATION AND DEMOLITION NOTES SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR SYMBOL DESCRIPTION 1. THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1 MA CH MATH MA CH MA CH MATC PENDENT MA CH 5.6 HYDRAULIC REFERENCE NODE POINT PROVIDED BY THE FOLLOWING CONTACTS: O 1. CONTRACTOR MUST VISIT THE BUILDING TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY EXISTING EXISTING EXISTING EXISTING EXISTING EXiSTIN PROTECTION WORK AND THE EXISTING CONDITIONS, THE AUTHORITY HAVING JURISDICTION AND TO FIRE SPRINKLER REVIEWING AUTHORITY: BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR Q 1" TYCO DS-C TY3555 WHITE CONCEAL 200 5.6 [- CAP VERNE RIGGALL, FIRE MARSHAL REMOVALS, RELOCATIONS AND/OR RECONNECTIONS SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP (813) 780-0041 OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, DRAWINGS AS REQUIRED BY SPECIFICATION SECTION ' VARIES VARIES VARIES ---- BRASS EXISTING ® RISER NIPPLE/DROP NIPPLE AND COND111ONS IN THE PROPOSAL FOR THIS 01330. CONTRACTOR SHALL BASE SHOP DRAWING UPRIGHT PROJECT. NO EXTRA COMPENSATION WILL BE PAID DESIGN ON THE. FIRE PROTECTION DRAWINGS AND CHROME EXISTING FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL ___ __ VARIES VARIES VARIES ---- WHITE PENDENT - m SPRINKLER RISER APPLICABLE CODES AND/OR ALLOWANCE. INCLUDE ALL NECESSARY ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION DEMO VARIES VARIES ---- ___ EXISTING --- --- o--F- INSPECTOR'S TEST/AUXILIARY DRAIN 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE METHODS/NOTES, MATERIAL DATA, AND ANY OTHER PENDENT ALL EXISTING FiRE PROTECTION COMPONENTS NOT INFORMATION NECESSARY TO CLARIFY THE INTENT OF CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, K-FACTOR AND NFPA STANDARDS EDITION \ HANGER NFPA 13 2007 INTENDED TO BE REUSED. INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE TEMPERATURE CLASSIFICATION UNLESS PROHIBITED BY THE SPECIFICATIONS. 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO SIZES, SPRINKLER SPACING, AND ALL SYSTEM CONFIGURATIONS AS SHOWN. ANY ALTERNATES iN \\\ TRAPEZE HANGER PERPENDICULAR TO JOIST REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES AN APPROVED DUMPING SITE AND CLEAN ALL FIRE DESIGN OF THE SYSTEM OR IN MATERIALS OR PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA TRAPEZE HANGER PARALLEL TO JOIST THE REQUEST FOR INFORMATION PROCESS BY THE 4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO PHASING SCHEDULE INFORMATION FOR THiS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. 9 NEW CONNECTION PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE NEW SPRINKLER PIPE MEANS NECESSARY, TO CONFORM TO THE REQUIRED PROTECTION COMPONENTS INCLUDING PiPING, ALARMS, CONSTRUCTION PHASING OF THE PROJECT. DRAINS, TEST POINTS, ETC., WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND - - EXISTING SPRINKLER PIPE 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST BE CONSIDERED DURING - - DEMO SPRINKLER PIPE CONSTRUCTION. SHOP DRAWING PRODUCTION AND INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO PROVIDE ADDITIONAL SPRINKLERS AS 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO WAL-MART. REFER TO REQUIRED PER NFPA 13 IN EXISTING ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. SPRINKLER CABINET FOR ANY NEW SPRINKLER PiPING OR EQUIPMENT IS REMOVED AND VACATED FROM THESE HOLES. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR SPRINKLERS INSTALLED. QUESTIONS RELATED TO THE FIRE PROTECTION 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD OF THE BAR JOISTS. 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE FOR ANY TEMPORARY STRUCTURES BUILT DURING 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. INTERRUPT SERVICE: THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF -SITE CENTRAL STATION INCLUDING TAMPER ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW ALL WORK SHALL BE SCHEDULED iN ADVANCE. SWITCHES. 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. 11, ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WiTH APPROVED FIRE BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. 12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING INSTALLATION JURSDICTION AND PROJECT SPECIFICATIONS } } } } } { f } } } 1 ( } I 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK THE CONSTRUCTION PROCEDURES AS SET FORTH BY THE GENERAL Ij CONTRACTOR, SUB -CONTRACTORS, THEIR RESPECTIVE ul EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE OTHER THAN THE ENGINEERING FIRM,S OWN ! - .g . _-_ _ EMPLOYEES. , _t:.w.... _., r, x;,z^�^^acnm m a.-n-a..«rs:,.^.. "•z.�a.:.��.: _... �' �;: ��.�.,.-,��r_.. 1.��....wI,�.1 } � i � 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE I �� f i. °. i I t i ELECTRICAL ROOMS. NO MAIN PIPING SHALL 1 ? } I PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. 1 f 0 THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION }I.-...'^....=..a;.s:f.'e'»=:+•<,C:s's+--.3 , i. •' td I �I i i74 I _ _ - DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO + � i � i a + THESE PLANS BECOME NECESSARY TO PROPERLY I COORDINATE THE SYSTEM WITH, OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO : �I + r _ w_ _ ' __ _ _ -_ _ i __� _ __ OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, I I AND THE FIRE PROTECTION ENGINEER. OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, � .. n.THE CONTRACTOR MUST MAKE NOTE- OF ALL FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL SUPPLY ONE COPY OF AS -BUILT DRAWINGS TO THE + _ FIRE PROTECTION ENGINEER OF RECORD FOR THEIR USE. + # + 5 5 } 5 n FP3 FP3 FP3 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND i_,_._...._._._...__—_._. - _ _. � � __ _ _ � � __ ._ _ _ __ ___ _ _ _ `a _ _ _ _ .. - -..._.._—_...___._..;.... - ------- G INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED ( 1 } f - - } I � ,,,:,,10 } }I - - DRAIN LOCATIONS. THE CONTRACTOR WILL BE IS3) � } � � j } I ( ) } � � � PPP i � � BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR -- -- -- -- -- -- CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM I I DRAIN DOWNS. i } i 4 3 7 }°' a FP2 FP2 } { f 5 1 i i + 1 5 - I FP3 } } FP3 } FP3 }# } I i «i� _ tI I } I I } } I I { _ _ ,� ______.__ __ �,. _ _ ________..__�__� _. ____-_____ ___ _�__ �_ __�_._- _ ___- _. _..-._mow._ .....-__._ _____..__._._....__.._.._..._._._._._._._...._—�_______ 5 } a } } } FP3 y 3 } } } } } 5 } } 5 } 5 } } } } m l } } } i i f i Y - [ 7 0 � � : •— + FP3 FP3 FP3 a 1 L e FP2 FP2 } } } f ® 1 } f 1 } f ® 1 0�) 1 1 ........«.. _.._...»... . ....... .....�,. .. «..,.. ...«....._.,._. ..... ....,.,.......__.,_..> .....:C .m�mo.. a. - ._._�.,..-r�....,.;..r..:.-sa .w.._..cr^._c_^.:•ssa...^v-- ,.cc-» -- •_Y-.^ ""�'��_T_..^__..-._.._..K�. .�._..............:snmazi. 3 ,��ku✓.<.�� ., w:.ar r:-r°`��_ 'y.'-......_.._._..«._....».,�..«..-�..».__.,..r........__....d........,.......,,..»..........,.., �...,_....+.__� 5 FP2 FP2 } } } } # I ! 3 t } c 4 k a _ ! i �t ri i .».,.... _......, -,.. .»....,.. _....,_......._.. >_ .. ...., u..,. ,.,.� «s.,.,..� . ., ...> ,. .� _ �.,...._._ � .....» .y..:�.. - . ..... ... v.,ac,aw..a.,.� ...71 _ ..._.e.:? 3.v,:..�..n � ?t 4.i v. *x-�.�v i-�_ - ar�...mm-rr..� � i.............._... _.«.. _..._.. _....»........ _„.. i{.,,.. i t i t , �.. s ; i i � t a� t i t �+�^i&tS'ti�'�X�`5��."��:'".S�i�:'. •�ix�,.er,rs au.tm,.r:�, .;;�.w.s ; OU2 O O �� J O 10 1f1 ?2 13 3.6 14 15 ,-OVER•SPRINKLER. .. fp 0., SHEET INDEX FP1 OVERALL FiRE SPRINKLER PLAN FP2 ENLARGED FIRE SPRINKLER PLAN FP3 FIRE PROTECTION DETAILS FP4 STOCKROOM HYDRAULIC PLACARD INFORMATION EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING DRAWINGS AND MAY NOT REFLECT EXACT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD SPECIFICATIONS IN THEIR RELATED FIELD. THE VERIFY ALL EXISTING CONDITIONS PRIOR TO FAILURE TO ACQUAINT THEMSELF WITH THIS SUBMITTING FINAL BIDS. CONTRACTOR SHALL KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CAREFULLY COORDINATE NEW WORK AND DEMOLITION OF PERFORMING THE WORK PROPERLY. NO WITH ALL OTHER DISCIPLINES AND EXISTING ADDITIONAL COMPENSATION SHALL BE ALLOWED CONDITIONS. BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. w w �� >�� O _ =o Woa>. OWV. 0ZC4Z aL v)i- 4Z�°i7g tu a� OLL XL tAa °;( ;>Wtt f4" J 212u 2 O ILL-, Pc-.lo'-- w mOJ�auj CDow0 °it}uoOx d0: mQ ox � voaa�I zWIS Owaw:=F xmwaiw- oNjocoa..0 Z)NI J w a �\ O d �� D� w U) z w O m o o o n/ W to {„L it 0 0 w N W m D z 0 ISSUE BLOCK 1 05/09/14 1 CCD # f CHECKED BY: SRD/JEC DRAWN BY: OAF PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE. 01/30/14 DARRELL E. STEIN LICENSE # 58463 OVERALL FIRE SPRINKLER PLAN SHEET: FP1 12 fU �� 1ua + 6$ cu,c� 13.930 #. _ 13.930 # 1#� 13.930 � I _ 13.930 1 3 _ rd If ra IV 13.930 a== _ _ r= r= _ I` 3 _ l # 13.93Q j i ^IJ i 3.920 i� P i i 1 SALES = b e �6° 0 �' '}' 13.930 _ 13:920 �% 13.930 _ a ° °C.,�'csx z~- ' I � � � I # . k. I # �� lz� 13.930 ' cu. # �j a I # a t A u # I � +ca S 13.930 I E' + ' =I L # L#' 1 cv; I cu. 13.930 h 13.920 13.9kill�30 r, �I # C�et'F cu•(f I RS a � a�3 ! ,� 1 �S {b�I z ,w Ic' 13.93C # I to _ 7 ( 1 1If do i` Im 13.930 } F I { t t 3 GM SALES SPRINKLER PLAN a/az _ ._o. 0 4 8 16 MEAT PREP/MEA SPRINKLER PLAN 1 /8" = 1'-0f` T HOLDING COOLER P8 u --O MEAT PREP/MEAT HOLDING COOLER SPRINKLER DEMOLITION PLA 1 /8 = 1'-0" 0 2 4 8 1 ) ( 2 j� BAKERY II _ # -4 ,Ap 6-6 t,-c 5-6 o4- 0 co co $ ] � �.� '.`4n +s�,:+ �k7., 1.,,,,, fl 0 4,nL�, # {`LI � •5..•."„r•,, # awxews-�mw ',x,vrox��ass�nr.o�us.-ror'-y�,, q ] r dye 12 0 d ! _ %DELI # } BAKERY , 1 , '�' LJ # ' cu jr. COOLER l ! tea " _. _. _ . #._ 60EER El co 4� a - }EERY- 40 13.973 F ERY DELI COOLER RINKLER PLAN 0 2 4 8(5 SPRINKLER PLAN 2 4 8 6 1 K cu BAKERY�Ir 'u ¢ 5-6k, 4� i4 ry f 5- Il��?, ii�a. y [�$, ){{tti ("y�j {p.-,t-it9_d � � �,sr.r,.,«.o+vm,m. yC� 3vn<.x»w.mnrG e,° { ✓fig 1 r.,j BAKERY � �`� � � � >' ON COOLER 6 13.912 BAKERY SPRINKLER DEMOLITION PLAN �;J 4 I 11 17_ j ELI t� # OOLER 13.912 i� f DELI COOLER SPRINKLER DEMOLITION PLAN 0 2 4 8 +.r U W V Elf mF _ o L U tr L FO to = a 08 w = _ Luo ww000 co 0ailV a ZOtZ- -zZWWO w �QvO K'U o as yZoQozy =If ua < < L wLLO Z OFQJ= 3 2 7K=-.ZNOzU�.=�0 �OxWpaZU� a�OW—zWoozOo!iJ'LLy OOWyVZN 3. aCL m� 2}L_-O ='cl)FW pya1LZwm Czx xw-jmw <1-- r--ON�o�dO _. y e 109 0 CR 0 WZ ,.at z� ICY �00 p ,a -"t Wz�$ a=W rc-, F J cn co 0O� �e z E3 F O U J %O w .m 0 O cO 00 U z w c9 t) J_ ti O o z n/ w a t.i,. `o O co W N W m z m O ISSUE BLOCK 1 05/09/14 1 CCD # P: CHECKED BY: SRD/JEC DRAWN BY: OAF PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 DARRELL E, STEIN LICENSE # 58463 F. g* No.5�84d3 �}. STAn OF ENLARGED FIRE SPRINKLER PLAN FA w p W —1 J W x ®(Y Q 0 SHEET: FP2 16 SHOP DRAWINGS FFERY D. BURNHAM #83153100012006 3 SPRINKLER SYMBOL LEGEND CONTACT INFORMATION GENERAL PIPING AND DEMOLITION NOTES GENERAL NOTES SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR SYMBOL DESCRIPTION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS: FIRE SPRINKLER REVIEWING AUTHORITY: VERNE RIGGALL, FIRE MARSHAL (813) 780-0041 1. CONTRACTOR MUST VISIT THE BUILDING TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND THE EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO BE REUSED. 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR TO PROJECT COMPLETION. 4. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING SCHEDUIE INFORMATION FOR THIS PROJECT. PROVIDE All NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 1. THE DESIG3N SHOWN ON THESE CONTRACT DOCUMENTES HAS BEEN PREPARED FOR APPROVAL BY THE AUTHCJRITY HAVING JURISDICITON AND TO PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR SHALL SUMMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY SPECIFICATION SECTION 01330. CONTRACTOR SHALL BASE SHOP DRAWING DESIGN ON THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL INCLUDE ALL NECESSARY ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION METHODS/NOTES, MATERIAL DATA, AND ANY OTHER INFORMATION NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZES, SPRINKLER SPACING, AND ALL SYSTEM CONFIGURATIONS AS SHOWN. ANY ALTERNATES IN DESIGN OF THE SYSTEM OR IN MATERIALS OR EQUIPMENT USED MUST BE APPROVED IN WRITING VIA THE REQUEST FOR INFORMATION PROCESS BY THE FIRE PROTECTION ENGINEER OF RECORD PRIOR TO ANY BIDDING, FABRICATION, OR INSTALLATION. 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, DRAINS, TEST POINTS, ETC., WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. OBSTRUCTIONS TO SPRINKLER DISCHARGE MUST BE CONSIDERED DURING SHOP DRAWING PRODUCTION AND INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO Q 1 /2" TYCO TY-B TY3231 WHITE PENDENT 401 ESC I 155 i 5.6 HYDRAULIC REFERENCE NODE POINT Q 1" TYCO DS-C TY3555 WHITE CONCEAL 200 5.6 [- CAP VARIES VARIES VARIES ---- BRASS EXISTING UPRIGHT ® RISER NIPPLE/DROP NIPPLE APPLICABLE CODES VARIES VARIES VARIES ---- CHROME wHITE EXISTING___ PENDENT --- m SPRINKLER RISER DEMO VARIES VARIES ---- -__ EXISTING PENDENT F__ INSPECTOR'S TEST/AUXILIARY DRAIN NFPA STANDARDS EDITION NFPA 13 2007 REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, K-FACTOR AND TEMPERATURE CLASSIFICATION UNLESS PROHIBITED BY THE SPECIFICATIONS. \ HANGER \\\ TRAPEZE HANGER PERPENDICULAR TO JOIST TRAPEZE HANGER PARALLEL TO JOIST B NEW CONNECTION NEW SPRINKLER PIPE - -- EXISTING SPRINKLER PIPE - - DEMO SPRINKLER PIPE PROVIDE REQUIRED SPRINKLER SPRINKLERS ADDITIONAL SPRINKLERS AS PER NFPA 13 IN EXISTING CABINET FOR ANY NEW INSTALLED. 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND VACATED FROM THESE HOLES. ADDITIONAL COST TO WAL-MART. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR QUESTIONS RELATED TO THE FIRE PROTECTION 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT 4 ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD OF THE BAR JOISTS. 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE FOR ANY TEMPORARY STRUCTURES BUILT DURING 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN W w Ch r .- 9 N N n a r LL co Z co - Q T C X � N d i ADJACENT TENANTS A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WORK. ALL WORK SHALL BE SCHEDULED IN ADVANCE. OFF -SITE CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL CONTROL VALVES AND FLOW SWITCHES, �- 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS ° M WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. o o � r 1 11. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER a a Z 0 a THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT 0 ° z o CL INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED FIRE _ a ` BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. a v � U. 78 2 U- ' •..��' ;, 12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES c c o �j o c _ �l APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING o I� o B ali c ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING m m ? a y J p i INSTALLATION. JURSDICTION, AND PROJECT SPECIFICATIONS. Z v y 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL = 42 v =-6 c _ NOT BE RESPONSIBLE- FOR THE CONTRACTOR'S c � � c o 2 � � _ ' � FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN � CCI i { € ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR ( E D a SHALL THEY BE REQUIRED TO SUPERVISE THE a o ,_ CONDUCT OF THE WORK, THE CONSTRUCTION a a , rn a.a ' } # PROCEDURES AS SET FORTH BY THE GENERAL a Ii a O = a s CONTRACTOR, SUB -CONTRACTORS, THEIR RESPECTIVE r cv c*i v ui I EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE L OTHER THAN THE ENGINEERING FIRM'S OWN } r _..�.._-- 4 F -..,m...__.,._�._�__ EMPLOYEES. L { i 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE 5 0 �° m i , ! ELECTRICAL ROOMS. NO MAIN PIPING SHALL 85 m 0 3 PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. c a � a ° y o o= rn L rn$ o Q- CDH.6 m e 7 i 3 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION H 3 a Q- c o- o DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO m > a - _ 0 v I I: o m $ COORDINATETHESYSTEM WITH, 4 OTHER TRADES, IT Ca v > w v c WILL BE THE CONTRACTOR'S RESPONSIBILITY TO = w o __ _� ___ ___ i i { a € F1 OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, _ -__.�_.__.._...._._._..�.._...__.�, �.�.._._,�.._.._._ - � ___ __ . _�_.�,...._.._._._._.__,_.._._.w.�..__.........__.__.._.�.._.r.,.... __m__ { _ F { } AND THE FIRE PROTECTION ENGINEER OF RECORD. IN j 1 ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD o T .r OR COORDINATION CHANGES ON THE INSTALLATION 1 0' o [ a DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL rn u - G 5 SUPPLY ONE COPY OF AS -BUILT DRAWINGS TO THE + j FIRE PROTECTION ENGINEER OF RECORD FOR THEIR I i ' USE. m } # 5 i i 5 � � 5 � � l FP3 FP3 FP3 } 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND a _ _- _ . _- _ - _ _ v _ . __ _ _ �#_ - _ _ _ _ - a -_ - _ _..--_.,.�,_....._ _ . � - ---------- FROM -- - - .. _- _ � - _ _ - a - -. - _ _ _ _ _ _- � � __ _ . _ - _� _ _ _ ®i _� _ _. _ _ _ _ __ _ � _ _ �_� INSPECTORS TEST CONNECTION DISCHARGE AWAY _ _ _ __ __ _„� _ - �� --_ - _ - - _ ^ ^ _ `_ __ i _ FROM FINISHED SURFACES AND PIPE TO APPROVED 1 ( I DRAIN LOCATIONS. THE CONTRACTOR WILL BE m) m BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR € 3 r CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE ' O DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM i F 5 DRAIN DOWNS. 4 I I §I 1 a d a } FP2 FP2 E g 1 p 55 FP3 FP3 FP3 - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- L -- - - - - - - - - - - - - - - - _ - - - - - - - - - --- J_ - - - - - - - - - - - - - --- - - - - - - - - - - - --- L - - - - - - - - -- - - - - - k t t F # £ a 4 E £ € $ € - - - - - --- - - - - - - - - - - - - --S ( S I 1 I I I i i I D i i -- --I - -----0 c 1 i --- - - - - - - - - - - i --- - - - - - -- £ 5 I 1 # I i ? FP3 I j [ s b £ µ� # 3 i 5 5 2 6 FP3 FP3 FP3------$-_. 3 � -- -- FP2 s a d # # # # 1 OVERALL FIRE SPRINKLE. -30 0 € i { 3 p)i 3 2 € f 3 } € .1...........................-,.,...........-...._...............»....,,.,....,_.._--»......... uo SHEET INDEX FP1 OVERALL FIRE SPRINKLER PLAN FP2 ENLARGED FIRE SPRINKLER PLAN FP3 FIRE PROTECTION DETAILS FP4 STOCKROOM HYDRAULIC PLACARD INFORMATION I11 Y � Z W CD cc u_ r coQ c M N ca i J Q cc 0 c z° i ° m .. m .. Q (W(� i-' U) W o Z Z W > j � _ cc _ cr.' o L Z a Q M <_ L w N CC J r m J CC (n W Cr FL0 cc co ~ EE LL Q � > a O Q Iir a Q w o a O N Z V cc ' H DWG FP1 a SHOP DRAWINGS Kol - m{` (13.930)I , z _ >F 13.930 �� jk 6 4 13.930 zol 13.930 ! 13.920 j F p 13.930 i I E k f J: €k 13 { F iE 3 f i R f FE k $ r I$ 3 5 g � 13.930 E 13.920 r 13.930 1 �� „.....v....... «..... ._..........................._ .5 .—..................-_ IIM4..-...+...........................— — g —.— — — Fes...... ..... 21 SALES j " « ° 6" Of 6" - CIL Ito Wit �...: F; 13.930 I E 4% C13.920 °� 13.930 F g, im ° talFo Ico p ... ..... ® 1 t .... .... 4wt ..... t p--..w..... ..,.. .. .... ..n�r.. � s 1 a � 1. 13.930 k scu I imI t[ fr " I , # _-—_—__.___. __ ------ --------- - - ..__..._,_—_ E E m ...... «..«—.++.....Y ..n�..en.+..v.+� e.. m.ava.,�...._ ..M......v._......> ... � .._ «mom.+. w fi} { { 3, I 3> # 6 _. _..,- -ea a 13.920 l 13.930 I ��I LJ s, t ?U if:,,, ci lid :a j i jam„ 9 13.930 zu Ll { 9 { f i CJ cY,k1 3 C 3CD t i { _ &E 1 =930 3 ( f F�� I "o { p s n § FFERY D. BURNHAM #83153100012006 GM SALES SPRINKLER PLAN j iJ16 nz -1-o PROTECTION CRITERIA BASED ON 2007 NFPA 13 HOSE I MAXIMUM SPRINKLER OCCUPANCY CLASSIFICATION DENSITY ALLOWANCE (GPM) SPACING (SQ FT) DESIGN BASIS COOLERS/FREEZERS (MISCELLANEOUS STORAGE) MINIMUM 0.20/1500 SQ FT OR ENTIRE AREA 250 130 CLASS 1-III TO 12'-0" ON SINGLE ROW RACK; 13: TABLE 13.2.1 SALES FLOOR EXISTING EXISTING 130 EXISTING PROTECTION CRITERIA GROCERY PREP EXISTING 7EXISTING 130 EXISTING PROTECTION CRITERIA MEAT PREP/MEAT HOLDING COOLER SPRINKLER PLAN L`` we] MEAT PREP/MEAT HOLDING COOLER 1 SPRINKLER DEMOLITION PLAN �J elm 1) (2 13.97 BAKERY SPRINKLER PLAN 4 8 L,, 1) (2 I ®_ }" BAKERY " I _¢ 4 ... s��... � . f�`a ... €3 & ,�" ` I ft4—Ems.'� 0 cu w-d cb { ;� Tt fw2.ig oj BAKERY I 1-6 1 ' COOLER I [ ! •j $¢ t p 1-6 rcD ............. •Wv ................ _..... ..._...__....._.—__._.._... .. ,___.... ... ..._,__.............. ... .-___ --.. ..._... _.... 13.912 (BAKERY G t�SPRINKLER DEMOLITION PLAN WJ DELI COOLER 5 SPRINKLER PLAN 1/8" = lt-O" DELI COOLER 1 SPRINKLER D KEYNOTES 13.912 REMOVE EXISTFING DRY PENDENT SPRINKLERS FROM COOLERS/FREEZERS. PLUG ALL OUTLETS NOT INTENDED FOR REUSE. SEAL ALL COOLER/FREEZER PANEL PENETRATIONS IN ACCORDANCE WITH 2-FP3 13.920 EXISTING SPRINKLERS AND BRANCHLINES TO REMAIN 13.930 PROVIDE NEW PIPE HANGERS IN THIS AREA. 6" PIPE SHALL SUPPORTED AT EVERY JOIST. REF 4-FP3 AND 7-FP3. 13,970 PROVIDE NEW PENDENT SPRINKLERS IN THIS AREA. CONNECT TO EXISTING SPRINKLER PIPING. NOT MORE THAN ONE SPRINKLER SHALL BE SUPPLIED BY A 1" PIPE OR CONNECTION 13.973 PROVIDE NEW DRY CONCEALED PENDENT SPRINKLERS AS SHOWN AND CONNECT TO EXISTING OVERHEAD SYSTEM. REF 1/3-FP3. COORDINATE WITH LOCATION OF LIGHTS AND EVAPORATOR UNITS. NOT MORE THAN ONE SPRINKLER SHALL BE SUPPLIED BY A 1" PIPE OR CONNECTION. EXISTING CEILING LEVEL SPRINKLER PROTECTION SHALL REMAIN. ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO ADDITIONAL COST TO OWNER 0 2 4 8 1�� ON PLAN 4 8 L,, Q L cQ Qma0-=ya) CL CD = N OTC~ �� a Q� c2E co � >0, 2 co c o n .� a) w N LL ID E � ¢ m ID tm O czs� c �> m gip= > 4- m 0 =aaa m W a ++ _� d c�M c) r r (n r G N co O 0 N p r 9 Z c N H d LL o a r flog a. 0 Z a a)'° O LL Z p O c �_ a cc,U ° a Q is LL 10 N LL ° I CL°' LL U) N C fA Tco 0 8 0 Z O m C O U c`o = N co Iq v ° 0) 3.0 2 J 2 C y Qi E !r cC p E 9 T Q 0 _o- ¢LL ¢O =� ¢ _ r N ch 4 ui o 0 p a ?? Li N Q. N C LL Q 2 O ca C. C o 9 _ ° U a.o CC 0 > °o 0 .° y U E O Q U 6 y fr to 0 _v UJ = W Q w s ' 0 O ^ 49 P 1 N t o Q E m- NO N u u W J Y Z c o cCL ouj cr:LL c� co cn Q 0 r 11 Nt •I r W 0 w CC — Lo .¢J W Z oiF c ® m o CL W Z) to W O Z L 5 •I• J w cr-. uj J }' Q to cc 0 ? M IL > -j — ix Wm cr i.- oN ..J a a 0 °C =0 ao z Q Q Lu CL .. 0 N Z ° co Q V DWG FP2 SHOP DRAWINGS EXTERIOR WALL 1/2" WIDE MOUTH TOP BEAM CLAMP ATTACHED WITHIN 3" OF JOIST GIRDER PANEL POINT 7� TRAP J FFERY D. BURNHAM #83153100012006 U-BOLT STYLE STRAP RESTRAINED WITH MINIMUM 3/8" FENDER WASHER, LOCK WASHER, AND NUTS JOIST GIRDER -1/2" TOP BEAM CLAMP ATTACHED WITHIN 3" OF PANEL POINT -ROOF DECK -1/2" ALL THREAD ROD -1/2" FENDER WASHER AND NUT ON TOP AND BOTTOM OF ANGLE TYP FOR 8" MAIN USE 4 x 4 x 1 /4 ANGLE DRILLED WITH MAXIMUM 9/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY JOIST OR MAXIMUM 10'-0" SPACING. FOR 6" MAIN USE 3 x 3 x 5/16 ANGLE DRILLED WITH MAXIMUM 9/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY JOIST OR MAXIMUM 10'-0" SPACING. FOR 4"MAIN USE 3x2x1/4 ANGLE DRILLED WITH MAXIMUM 7/16" HOLES (MAXIMUM 6 FT SPAN ALLOWED) INSTALL ON EVERY OTHER JOIST OR MAXIMUM 12'-0" SPACING. PIPE SUPPORT 10.30.07 F30 TRUSS GIRDER GROCERY STORAGE FREEZER SEC NTS 10.30.07 ROOF JOISTS .DROP FROM OVERHEAD PIPING LIGHTS CONDENSER DRY CONCEALED PENDENT SPRINKLER FREEZER/COOLER )N F27-1 UPRIGHT — SPRINKLER SALES NOTE: COORDINATE EXACT LOCATION OF SPRINKLERS AT COOLERS/FREEZERS WITH LIGHTS, EVAPORATORS AND OTHER OBSTRUCTIONS. NOTE THAT FINAL LIGHT AND EVAPORATOR LOCATIONS MAY DIFFER FROM THOSE SHOWN ON PLANS 1" PLUG w z 0 N AUXILIARY NTS 10.30.07 SPRINKLER MAIN 1" SHOULDER NIPPLE 1" GLOBE VALVE CHAIN -HUNG SIGNAGE MUST BE VISIBLE AT ALL AREAS RAIN CONTRACTOR TO PROVIDE COVERAGE BELOW ALL RTU DROP BOXES WHICH EXCEED 4 FT 1N WIDTH. APROXIMATELY 10. REF 1-FP1 2" BRANCH LINE TY CONNECT TO EXISTIt 2" BRANCH LINE TY PIPE HANGE MINIMUM 1" SUPPLY TO SPRINKLERS TU SPRIW 5 TS 10.30.07 PATCH PROCEDURE 1. ATTACH FIRMLY (WITH SHEET METAL SCREWS OR EQUIVALENT) A PIECE OF KYSOR COOLER/FREEZER METAL SKIN, SHEET METAL OR EQUIVALENT MATERIAL SIZED SLIGHTLY LARGER THAN THE HOLE TO BE PATCHED TO THE INSIDE OF THE COOLER/FREEZER. 2. FROM THE TOP OF THE COOLER/FREEZER, FILL HOLE(S) TO BE PATCHED COMPLETELY WITH THE EXPANSION FOAM. ALLOW THE FOAM TO COMPLETELY DRY. 3. TRIM OFF EXCESS FOAM FLUSH WITH TOP OF COOLER/FREEZER. 4. ATTACH FIRMLY (WITH SHEET METAL SCREWS OR EQUIVALENT) A PIECE OF KYSOR COOLER/FREEZER METAL SKIN, SHEET METAL OR EQUIVALENT MATERIAL SIZED SLIGHTLY LARGER THAN THE HOLE, THAT IS NOW FILLED WITH THE EXPANDED FOAM, TO THE OUTSIDE/TOP OF THE COOLER/FREEZER. SHEET METAL OR COOLER/FREEZER PANEL SKIN FREEZER/COOLER EXPANSION FOAM —� ROOF (EXISTING) SHEET METAL--' �—FREEZER/COOLER SCREWS CEILING (EXISTING) "--SHEET METAL OR COOLER/FREEZER PANEL SKIN COOLER FREEZER SPRINKLER �PENET� 2 NTS SUPPLY AND RETURN AIR PLENUMS FROM ROOFTOP UNIT ROOF DECK JOIST LE COUPLING urr_wn i 3rmrvnLLn i v mHTCH SPRINKLER TYPE AT ROOF DECK R DROP F21 HANG 4 AND 6 INCH PIPE WITHIN 3 INCHES OF PANEL POINT PIPE 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION WHERE POSSIBLE. USE TRAPEZE HANGER WHERE JOIST PANEL POINTS TYP JOIST WEB CONFLICTS WITH THRU BOLT 6" \ M-DECK TYP ciao*�71e1� 6 INCH AND SMALLER PIPE TO HORD OF JOMT T' `-MAINTAIN VISIBLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TYP 4, 6 AND 8 INCH PIPE 8 INCH PIPE MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS BEAM CLAMP THRU-BOLT BEAM CLAMP NOT TRAPEZED NOT TRAPEZED TRAPEZED 4" PIPE EVERY 12'-0" 4" PIPE EVERY 12'-0" 4" PIPE EVERY OTHER JOIST EVERY OTHER JOIST NOT NECESSARY 6" PIPE EVERY 6'-0" 6" PIPE EVERY 12'-0" 6" PIPE EVERY JOIST EVERY OTHER JOIST NOT NECESSARY 8" PIPE 8" PIPE EVERY 6'-0" 8" PIPE EVERY 6'-0" NOT ALLOWED EVERY JOIST EVERY JOIST PIPE RUNNING PERPENDICULAR TO JOISTS 6" 1/4"x2"x2" SQUARE WASHER & HEX NUT THRU BOLT TYP MAX 1/2- ALL THREAD ROD I FENDER WASHER & HEX NUT 3.5" X 2.5" X .25" ANGLE TRAPEZE REQ'D FOR 6" MAINS 4" X 4" X .25" ANGLE TRAPEZE REQ'D FOR 8" MAINS TOP CHORD OF JOIST TYP ONE OPEN JOIST BAY MINIMUM BETWEEN TRAPEZE HANGERS 12" DO NOT HANG 2 OR MORE MIN MAINS 4" OR LARGER BETWEEN THE SAME JOIST SPACE MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS 4 PIPE EVERY 12'-0 6 PIPE EVERY 12'-0 8" PIPE EVERY 12'-0" NOT TRAPEZED TRAPEZED TRAPEZED BEAM CLAMP THRU BOLT THRU BOLT PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH MAXIMUM DEFLECTOR DISTANCE 12" MIN n u% `O O a p3 O V � a .N _= f1 O N .- r 2 O a a) c 0 0 2 N E 1L 4) H O OL 75 2 i= s 0 N a U — LL !r co m. cTs E c �a) cn Q � .; im� •> W .c I-LLOr L a) O a m \ 4— ty 13)0 0 a =a�a rn � M co r r vJ 9 N Co 90 co co °o r Qai co CD c N a o L c o a 0 0 z �. d o N J > 2z o 2a z a5 a U- a m a) U- a? a u- to U o in c ca @1 �0 `' 2 Co 0 _0 2 ad• Z, .00 m 0 o C M cn J is U 2 a`) co o V) _ o cu 0 _ 0 coas Co '_ a = 2 J 8 a� a)W a> c 2 a E F- 0 a 0 a o o m _c m a c ¢ii - ¢0� m � - ¢ co _ r N m .4 uti o c 0 0 U- m a a. 5 c v o a, to °� o o « c 0. o "a•2 Q <a a 0> u- o c> c= c j v a 0 m cc 0 v G m 0 N oa a a-'� M c = w 0 w o � 0 at 0 E . �, o N U r NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS I 1 1+ I PIPESUPPORT 4 NTS 10.30.07 F027 OPTION "A" INSTALLATION PROCEDURE I. CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. EXPANDED FOAM IS NOT PERMITTED. 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE WITH SEALANT MANUFACTURERS INSTRUCTIONS UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. VPTION "B" INSTALLATION PROCEDUR 1. C DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSUL D CEIL G PANEL FROM BELOW. LOCATE HOLE AND REQUIRED SPRINK R PRO TION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERI (SSP TYPE RINKLERS), MAINTAIN 6" CLEARANCE FROM COOLER SE S. 2. INSTALL CO DRY PENDENT SPRINKLER PER MANUFACTURE INSTALLATION REQUIREM TS. INSERT BOOT PRIOR TO MAKE-UP WITH PI G. 3. COMPLETELY EAL INTERFACE BETWEEN BOOT FLANGE A TOP OF FREEZER/CO0 R PANEL WITH ADHESIVE PROVIDED WI BOOT IN ACCORDANCE H MANUFACTURERS INSTRUCTIONS. J c 4. APPLY STRAP TIE ON BOOT AROUND DRY SPRI ER BARREL PER I j •2 MANUFACTURERS IN TRUCTIONS. Z aad aQa 0 U � v SUPPLY FROM WET W co N 0 -� a CD t- z T m PIPE SPRINKLER SYSTEM O Lb TEE WITH PLUG W IY uL c m 1" DRY 2 NYLON STRAP TIES m Z m �+ SPRINKLER DROP (INSTALL OPPOSITE DIRECTIONS)CL ccl 3 of o TYCO RUBBER SEAL co CL 0 o f v o ton o CL a BOOT MODEL DSB-2 z w FREEZER/COOLER EALANT PER BOOT r CEILING NUFACTURER z co a z SPRINKLER CUP ---GLOBE MODEL GL5681/ /RINKCUP —� ��- TYCO MODEL 3555 TYCO MODEL TY3555/ CONCEALED 20 DRY COVER PLATE VICTAULIC V3301 PENDENT SPRINKL 2 CONCEALED 200'F DRY TE 2j" (NO SUBSTITUTIONS PENDENT SPRINKLER OPTION A (NO SUBSTITUTIONS) OPTION B NOTE: CONTRACTOR TO SEAL DRY PENDENT SPRINKLERS AT FREEZER/COOLER USING ONE OF THE OPTIONS ABOVE. NO OTHER SEALANTS ARE PERMITTED. A T 10 N PATCH FREEZER COOLER DRY PENDENT SPRINKLER MF197 NTS 01.28.11 F19 Q W p O r- U Z w =) W _i a p �> Ir W J a >- 3: rY } _ C :p > 0 0 Z a 0 ¢ 0 cc o _ uj N m J = O W Ix !L m � 00 _j CL Q Q p W O � N Z V CC 0 Q DWG FP3 NOTES ` I SHOP DRAWINGS ection 2 Page 1 w Data for 1480600706SPRK Caic - ile = WAStores100500 to 00999100706 - Zephyrhilis - FL1-Site Data114806007061FirekStockroom C1icsH4886ft706SPRK Cate AREA 1.wxf ata Fields to Fnsh Dia Pipe Length 8 Fittings C Chng Num K Den Area Press Elev nL Pnt. Type Fact Mark Hds Fact EQUIVALENT KS REMOTE HEAD TO SUPPLY 00 101 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 101 102 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 02 103 2 SCHED-40 7 120 Ln-S 3 &0 35 84 7 22 03 104 2 SCHED-40 1.581T 120 Ln-S 4 8,0 .35 84 7 22 104 105 6 SCHED-10 12 120 Mn-S 22 105 106 6 SCHED-10 12 120 Mn-S 22 06 107 6 SCHED-10 61,921E1T 120 Mn-S 22 07 TR1 6 SCHED-10 180.5 2E 120 Mn-S 22 R1 SRi 6 SCHED-10 201E1B1Fsp 120 Mn-S 22 R1 BOR 8 SCHED-10 13 2E1Zac 120 Mn-S 2 OR 132 8 CL60OLDI 562 2E 140 UG 2 132 TEST 8 CL50CLDI 203,6671E 140 UG 0 ST H500 0 NEW PATH 108 109 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 109 110 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 110 104 2 SCHED-40 5,42 1T 120 Ln-S 3 8.0 .35 84 7 22 NEW PATH 111 112 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 12 113 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 113 114 2 SCHED-40 7 120 Ln-S 3 8.0 .35 84 7 22 114 105 2 SCHED40 1.58 1T 120 Ln-S 4 8.0 35 84 7 22 NEW PATH 115 116 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 116 117 2 SCHED-40 7 120 Ln-S 2 8,0 35 84 7 22 17 105 2 SCHED-40 5.42 1T 120 Ln-S 3 8.0 .35 84 7 22 NEW PATH 18 119 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 119 120 2 SCHED-40 7 120 Ln-S 2 &0 .35 84 7 22 120 121 2 SCHED-40 7 120 Ln-S 3 8.0 .35 84 7 22 121 106 2 SCHED-40 I,581T 120 Ln-S 4 8.0 .35 84 7 22 NEW PATH 22 123 2 SCHED-40 7 120 Ln-S 1 8.0 .35 84 7 22 123 124 2 SCHED-40 7 120 Ln-S 2 8.0 .35 84 7 22 124 106 2 SCHED-40 5.421T 120 Ln-S 3 8.0 .35 84 7 22 NEW PATH 125 126 2 SCHED-40 8.5 120 Ln-S 1 &0 .35 84 7 22 126 127 2 SCHED-40 20.42 1T 120 Ln-S 2 8,0 .35 84 7 22 127 107 6 SCHED-10 3 120 Mn-GI 22 NEW PATH 127 128 6 SCHED-10 11.75 120 Mn-GI 22 128 129 6 SCHED-10 1175 120 Mn-GI 22 129 22 NEW PATH 130 129 2 SCHED-40 28.921T 120 Ln-S 1 8.0 .35 84 7 22 NEW PATH 131 128 2 SCHED-40 28.921T 120 Ln-S 1 8,0 .35 84 7 22 Pressure / Flow Summary - STANDARD Fire Dynamics 1480600706SPRK Cale Page Date 3 Node Elevation K-Fact Pt Pn Flow Density Area Press N- -----.-.... _............ - ........... --......... Actual...._._..__ .......... _-_. Actual e� --- 100 22.0 8 13,51 na 29.4 0.35 84 7.0 101 22.0 8 13.67 na 29.47 0.35 84 7.0 102 22.0 8 13.82 na 29.74 035 84 TO 103 22.0 8 14,35 na 303 0.35 84 7.0 104 22.0 15.85 na 105 22.0 15.86 na 106 22,0 15.93 na 107 22.0 17,33 na TR1 22.0 20,97 na BR1 2,0 31,48 na BOR 2.0 35,72 na 132 0.0 38,63 na TEST 0.0 39.4 na 500.0 108 22.0 8 14,29 na 30,24 0.35 84 7.0 109 22.0 8 14,36 na 30.32 0,35 84 7.0 110 22.0 8 14.62 na 30,59 0.35 84 7.0 111 22,0 8 13.52 na 29.42 0,35 84 7.0 112 22.0 8 13.59 na 29.49 0.35 84 7.0 113 22.0 8 13.84 na 29.76 0.35 84 TO 114 22.0 8 14.36 na 30.32 0,35 84 7.0 115 22.0 8 14,31 na 30.26 0.35 B4 7.0 116 22.0 8 14.38 na 30.34 035 64 7.0 117 2Z0 8 14'64 na 30.61 0,35 84 7,0 118 22.0 8 13.58 na 29.48 0.35 84 7.0 119 22.0 8 13.65 na 29.56 0.35 84 7.0 120 Z2. 0 8 13.9 na 29.82 0.35 $4 7,0 121 22,0 8 14.43 na 30,38 0.35 84 7.0 122 22.0 8 14.37 na 30,33 0,36 84 7.0 123 22.0 8 14A4 na 30.4 0.35 84 TO 124 22,0 8 14,71 na 30,68 0.35 84 7,0 125 22.0 8 15.98 na 31-98 0.35 84 7.0 126 22.0 8 16.08 na 32,06 0 35 84 7.0 127 22.0 2. 17.33 na 128 22,0 17.33 na 129 22.0 17.33 na 130 22,0 8 16.86 na 32,85 0,35 84 7.0 131 22.0 6 16.86 na 32.85 0135 84 7.0 The maximum velocity is 11.4 and it occurs in the pipe between nodes 121 and 106 Ion 3 Data for 1480600706SPRK Cate _ (tht#Aed) Information and Water Supplies mown Elevation rraon Elevation = 0 wattion Question Answers xft Point = 100 ree Point = TEST b Peak Move Length = 0 As Remote Head = Y b Alter Fittings Lengths = Y b Peak = No r Lengths After Auto Peak = No t4ia�r Supply Information nection Point = TEST is Pressure = 54 dual Pressure = 46 dust Flow = 1712 Final Calculations - Hazen -Williams - 2007 Page 2 Fire Dynamics Page 4 1480600706SPRK Cale Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " '*" Notes Point Qt PfI Eqv. Ln. Total Pf Pn 100 29,40 2.067 0,0 7.000 1 &506 K Factor = 8.00 to 120.0 0,0 0.0 0.0 101 29-4 0.0097 0.0 7.000 8 0,06 Vei = 2 81 101 29.47 2.067 0,0 7.000 13,574 K Factor = 8,00 to 120.0 0.0 0.0 0.0 102..._ -- ...._....._._58.87 0.0353..........._.......... - 0,0------- 7_000.._._....., 0�247 --- --- - Vel = 5,83 102 29.75 2.067 0,0 7.000 13.821 K Factor = 8.00 to 120.0 0.0 0.0 0.0 103 -._..._...._._ 88.62 ...................._.............--- 0,0751. .__.._._.........._..._..._... - 0.0 - .._..........__.._..-- 7.000 ------- 0.526 _...........__......._..-....._.. - .__.______ Vel = 8.47 .......... .... ...._._.__............................. 103 30.30 2067 1T 10,0 1.580 14,347 K Factor = 8,00 to 120.0 0.0 10.000 0.0 104 -- ..__....-.._........ 11&92 -._......_._... 0,1294 --------_......._._ 0,0 11.580 1.499 ----- VeI= 11,37 ._...._,._...----.................................. ... .............. ... 104 91 A 6 6.357 0.0 12.000 15.846 to 120.0 0.0 0,0 0,0 105 210.08 0 .0016 0,0 12.00 0 0,019 Vel = 2.12 105 210.20 6.357 0.0 12.000 15.865 to 120.0 0.0 0.0 0.0 106 420.28 0.0056 0.0 1Z000 0.067 Vel = 4.25 106 210.65 6.357 1E 17.603 61,920 15.932 to 120.0 1T 37.72 55.323 0.0 107 630.93 0.0119 0.0 117.243- 1.399 Val = 6.38 107 129.75 6.357 2E 35.205 180.500 17.331 to 120.0 0.0 35.205 0.0 TR1 760.68 0.0169 0.0 215.705 3,639 Vat = 7.69 TR1 0.0 6.357 1E 17.603 20.000 20,970 to 120,0 IS 12.573 30,176 9,662 " * Fixed Loss = 1 _BR1 -- 760.68_ -0A169 1Fsp .-0.0 - - 50.176-- -- 0.846_--_.--------- Val 7.69_...._.._..___._....__......._.. SR1 0.0 8,249 2E 42.282 13.000 31,478 to 120.D 17zc 0. 0 42.282 3.982 * - *Fixed Loss - 3.982 BOR 760.68 0,0048 0,0 55.282 0.263 Vel = 4.57 BOR 0.0 8.39 2E 61,074 562.000 35.723 to 140,0 0.0 61,074 0.866 132 - ..... -- 760.68 ...... _.........._........_ 0,0033 ----- .---._.._..-- ... -...- ... 0.0 ----._....__........... 623.074 _....._...._...-._...._..._..._...__..._.._....._..._.. 2.045 _...._...._........----...-............_..._...-- Val = 4,41 - -- - 132 0.0 8.39 1 E 30.537 203.667 38.634 to 140.0 0.0 30.537 0.0 TEST 760.68 0,0033 0.0 234.204 0.769 _ -_ - Vel = 4,41 500.00 Qa = 500.00 1260.68 39.403 K Factor = 200.84 108 30.24 2.067 0.0 7.000 14.293 K Factor = 8.00 to 120.0 0,0 0.0 0.0 109 3024 0.0103 0.0 7.000 0,072 Val = 2,89 109 30.33 2.067 0.0 7.000 14.365 K Factor = 8,00 to 120,0 0.0 0.0 0.0 110 60.57 0,0371 0.0 7.000 0.260 Vel = 5.79 110 30.59 2.067 1T 10.0 5A20 14.625 K Factor = 8.00 to 120.0 0,0 10.000 0.0 104 91.16 0.0792 0.0 15.420 1.221 Vel = 8.72 0.0 91.16 15,846 K Factor = 22.90 Water Supply Curve C Fire Dynamics Page 1 1480600706SPRK Cale Date City Water Supply: Demand: C1 - Static Pressure : 54 D1 - Elevation 9.528 C2 - Residual Pressure: 46 D2 - System Flow : 760.68 C2 - Residual Flow 1712 D2 - System Pressure : 39.403 Hose ( Demand ) : 500 D3 - System Demand : 1260.68 Safety Margin 10.055 150 140 130 P 120 R 110 E 100 1 S 90 S 80 U 70 R 60 E 50 02 40 30 20 ]DIf 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydrates Inc, Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Fire Dynamics Page 5 1480600706SPRK Cate Date Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*•'*` Notes *** Point Qt PfI Eqv. Ln. Total Pf Pn 111 29.42 2.067 0.0 7.000 13.522 K Factor = 8.00 to 120,0 0.0 0.0 0.0 112.__.._..__..___29.42 0,0097 0.0 7.000 -- 0.068 _..- - - Val = 2.81 -112 29.49 2.067 - 0.0 7.000 13.590 K Factor = 8.00 to 120,0 0.0 0,0 0.0 113 58,91 0.0353 0.0 7.000 0.247 Vel = 5.63 113 29.76 2.067 - V ---0.0 7.000 13.837 K Factor = 8.00 to 120.0 0.0 0,0 0.0 114 88.67 0.0753 0.0 7.000 0.527 Vat = 8.48 114 30.32 2,067 1T 10.0 1Z80 14.364 K Factor = 8,00 to 120,0 0.0 10.000 0.0 105 118.99 0.1296 0.0 11.580 1.501 Vei = 11.38 0.0 118.99 .................. .............. 15:865 ............. K Fact ... ..._..................._......._................_----- 115 30.26 2,067 0.0 7.000 14.310 K Factor = 8.00 to 120.0 0.0 0.0 0.0 116.__...._ 30.26 0.0103 __..-. --0=0 -- - ..._7.000 _..---- - 0-072_..--- - - ......_.__Vei = 2,89--_.__.._..__......._.. 116 30.34 2.067 0,0 7.000 14.382 K Factor = 8,00 to 120,0 0.0 0.0 0.0 117 60.6 0.0371 010 7.000 0.260 Vel = 5,79 117 30.61 2,067 1T 10.0 5A20 14.642 K Factor = 8.00 to 120.0 0.0 10,000 0.0 105 91,2 1 0.0793 0.0 15.420 1 .223 Vel = 8.72 0,0 __..... 91.21 .....----- .....1. ............................. _. ..............-..__.__........_....__.._..._............._.._ .__.._........._................_. _._..._....._15.865_...-- ..._-_._...._._._K Factar._.�..._22,90.......................-._...._.._ 118 29,48 2,067 0.0 7.000 13,580 K Factor = 8.00 to 120,0 0.0 0,0 0.0 ? 19 29 ,48 0 ,0099 0.0 7. 0 00 0 0 69 V = 2. 2 ei 8 119 29.56 2.067 0,0 7.000 13.649 K Factor = 8.00 to 120.0 0.0 0.0 0.0 120 59.04 0,0354 0.0 7,000 0.248 Vel = 5,64 120 29,82 2.067 0.0 7,000 13.897 K Factor = 8:00 to 120.0 0.0 0.0 0.0 121 -.........- - 88.86 -.._...........--.._................._......__-_..__......._.__................._.....----...__._.........._................_........._..----.._..._.............._....._..--- 0.0754 0.0 7,000 0.528 Val = 8.50 ........... ............_..._......_._........ --.......................... _.._. 121 30.38 2,067 1T %0 1.580 14,425 K Factor = 8.00 to 120.0 0.0 10,000 0.0 106 _........ ......... __ .._1.19.,2............ :130? ._.._........._. _. _. 0.0 -_..._ 11,580 .............. - -- ...---..._._._..._.......... 1 Z07 _...__..................__.._._...........__...............el. Vel = 1 t.40 = 11 A0---------......................... 0.0 -.......... _--.......................................... 119,24 _ _ _ -----_._-........................_.......___..... 15.932 _ K Factor = 29.87__. - -.__---............_.......-... 122 30.33 2.067 0.0 7.000 14.371 K Factor = 8.00 to 120.0 0,0 0.0 0.0 123 30.33 0,0104 0.0 7.000 0,073 Vet = 2,90 123 30.40 2,067 0.0 7.000 14.444 K Factor = 8.00 to 120.0 0.0 0,0 0.0 124 I-- .................._....._..._............._...__..._._._...._._........ 60,73 0,0373 _....................._......._...__........_.............................._..._... 0,0 7.000 ................._...._.. 0.261 VeI = 5.81 ...........__......... ...._..................._....................._.............................. - 124 30.68 2.067 1T 10,0 5.420 14.705 K Factor = 8.00 to 120.0 0.0 10.000 0,0 106 91.41 0,0796 0.0 15.420 1.227 Vel = 8.74 SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR -'` VARIES VARIES VARIES ---- BRASS EXISTING 286 8.0 UPRIGHT Fittings Used Summary WATER SUPPLY INFORMATION STATIC: 54.0 PSI RESIDUAL: 46.0 PSI AT 1712 GPM INFORMATION DERIVED FROM A FLOW TEST PERFORMED BY HENDERSON ENGINEERS DURING A SiTE VISIT ON 09/06/13. ADDITIONAL SAFETY FACTORS ARE NOT INCLUDED. Fire Dynamics Page2 1480600706SPRK Calc Fitting Legend 3 3%: 4 5 6 8 10 12 14 16 18 2^ 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Eww 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 Z 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 W. 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03097 FinalCalculations - Hazen -Williams Fire Dynamics Page 6 1480600706SPRK Cale Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, "C" or Ftng's Pe Pv ****" " Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 91.41 15.932 K Factor = 22.90 125 31.98 2.067 0.0 8.500 15,979 K Factor = 8.00 to 120,0 0.0 0.0 0.0 126 31.98 0,0114 0.0 8.500 0.097 Vel = 3.06 126 32,07 Z067 1T 10,0 20.420 16.076 KFactor =8.00 to 120.0 0.0 10.000 0.0 127 64.05 0.0412 0.0 30.420 1.253 Vel = 6,12 127 65.70 6.357 0.0 3.000 17329 to 120.0 0.0 0,0 0.0 107 ...._.........._--_..............__.._......_..._........... 129.75 0.0007 ._....._............._.... ..............._.__..............._..............._......._....................__.........._........_............._........._....__..__..._.._...._..- 0.0 3,000 0.002 VeI = 1.31 ..........._._.._......._.__.._............_..............._................_..... 0.0 -------... _....._129.75._....- -----------.._.. ---- --...... -._.... -- -17.331.....-------..._......._K Factor =31..17....._._...__........__...- 127 -65,70 6.357 0,0 11,750 17.329 to 120.0 0.0 0.0 0.0 128 --........... _._..-. -65.7 ------_-...................................._._._... -0.0002 -- 0.0 - ----._..._._..__.....__.._.......... 11750 -0.002 ...._...._...._.._............_.._._.. -- Vel = 0.66 -- _�_._..._......._............ -- ----...... 128 32,85 6,357 0.0 11.750 17.327 to 120.0 0-0 0.0 0.0 ......1.29 ._...... -32.85 ----._..... .. 0.0 0 0 .... _ 11.750 _.._.. 0.0 ........._... _ _ VeI = 0.33 ...... .... 0,0 ---- 32.85 ...__..._.... - --.._.._..................___._..._.._.. . _. _. --........... - 17.327 ....._........-....-..........-- -._-._.._......._.....................-.--_......._....._...----.._._.._........._..._ K Factor = -7,89 130 32.85 2,067 1T 10.0 28,920 16.860 K Factor= 8.00 to 120.0 0.0 10.000 0.0 129 _-_ ......................_........ 32,85 _.. --........................- 0.0120 -._..__.............._.._ ---.........._.......-__............................_..---.........---- 0.0 38,920 0.467 ...._..-..........................................._......- Val = 3.14 ---- - ............ _.._ 0.0 32.85 17.327 K Factor = 7.89 131 32.85 2.067 1T 10.0 28.920 16.861 K Factor = 8.00 t0 12 0 0 OA 1 0.000 0,0 128 32.85 0,0120 0,0 38.920 0.466 Vel = 3.14 0.0 32,85 17.327 K Factor= 7.89 1. PLAN INFORMATION SHCOWN IS EXISTING TO REMAIN. NO SPRINKLERS WORK TO BE PERFORMED. 2. REPLACE EXISTING PLACARD SUPPLYING THE STOCKROOM AREA WITFH NEW INFORMATION PER 2-FP4. 3. INFORMATION SHOWN IS; PROVIDED TO PROVE EXISTING SPRINKLER SYSTEM IS CAPABLE OF PRODUCING THE DENSITY SHOWN ON THE PLACARD. HYDRAULIC DESIGN ISMEM f 1 STOCK CRAM ROW( SPRVO ERS CALCULATED 25 SPRINKLERS SPRIOGLER DENSrrY R M D 0.35 GPI FT AREA OF DISCHARGE 2000 SO FT 71 HOSE ALLOWANCE J 500 GPM SYSTEM FLOW DEMAND 1260.7 GPM LIRE SYSTEM PRESS DEMAND 39.4 PS! SYSTEM SAFETY FACTOR t0.1 PSI HYDRAULIC 2 PLACARD o O _2 _ a N g od CL a) c � oa c m E� a) COL I a)E 5 5 o C css O (� ++ �, c0 C .0 U (� 'V a) �! L (D 1.. 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