Loading...
HomeMy WebLinkAbout7346-7348 Gall Blvd1 FIRE PROTECTION NOTES NEW WET PIPE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA-13 AND r,OCAL A.H.J. ; BUILDING- EXISTING, NON COMBUSTIBLE CONSTRUCTION 22600 SQ. FT., STEEL BAR JOISTS ROOF FRAMING SUPPORTING METAL ROOF DECK DESIGN CRITERIA- MERCANTILE O.H. GROUP 2 SALES AREA- DENSITY .20 GPM PER SQ. FT. OVER 1500 SQ. FT. AREA OF OPERATION. HOSE WATER 250 GPM SPACING 130 SQ. FT. RECEIVING AND PROCESSING- .14 GPM PER SQ. FT. OVER ENTIRE AREA.- PIPE SIZE FOR THIS AREA BASED ON CALCULATIONS FOR MORE DEMANDING SALES AREA - P! , ------ . ...... ­­ "' OFFICE AREA- W. HT HAZARD, .10 GE111 PER SQ. FT. OVER 1500 SQ. FT. AREA OF OPERATION. -PIPE SIZE FOR THIS AREA BASED ON ✓ ,�� CALCULATIONS FOR MORE DEMANDING SALES AREA 1 SPRINKLER HEADS LOCATION- CENTER OF CEILING TILES PIPE- BLACK STEEL SCH. 40 WITH THREADED ENDS AND SCREWED ? �;00 fly p ��, `R' 4 FITTINGS FOR DROPS AND ARM OVERS �Ja 4.�1 . BLACK STEEL SCH. 10 WITH GROOVED ENDS AND WELDED OUTLETS r� +' _ gg % o.. i' f wt. rt '% Ail s .env ' HANGERS- ALL THREAD RODS TOP BEAM C CLAMPS SWIVEL RINGS ��/ :; ' . SYSTEM COMPONENTS- U.L. APPROVED l 1 o. �` 1 •,,� `'"i TESTS- HYDROSTATIC, 200 PSI FOR TWO HOURS ''► �^ a HYDRAULIC NAMEPLATE- PERMANENT SIGN AT RISER WITH DESIGNAll INFORMATIONiV - ,d ;'' -�""` r ELECTRICAL WORK- BY OTHERS `' — t '- `�" `►° ._'�,� INDICATES HYDRAULIC CALCULATION NODES�� t Th z ' Cc i t ° d t , t I J'J 1 f a 0. P4 r • l'y : -..:a ,J. ,. ...— ;'9/ 91. .. L.- a. , ..... __... ._. ... _.. ._. _. ... ... ._._}__ .. 'ice' ..i..'fL6' lw....__..... + g 4.: ` 5» s j 'QS•s• `""'d F 'c�'' ����"``.ra�' `".n...s �,tl 1� 3 y :n5 �, f �' C - "P .:.: ? � 7 `l; 0/ / 's y, i��,r•• 5 ,1�.1„f, 3 - .ri "'��VV 1� � < 1 99 _- . �a ..+..,wrww,.,w,t:»udrr.r-• ....+.f. .w. +! .--%^....'.... .z. REVIEW DATE R — -„ Tl OF7.EPHY I ,S-�-�-...-•""�..' rp ,' _ ._e _s✓`�'�¢, C r W r �, _.�> >;�~ �--���- -- �, F_ �I L I— .� 01gp % ..... ..... a 3 u (DO t "'Alt 1 /r 'j i (� r h R l (% 3 f -- � Y«ki.bFC�}w,? /� =f�; r .d•, :: .anal'. C ° 1 /Y >t D vt' 4 2 / r ,� r t C�_ ��z1 vfat � �. g�-d..�� � •, y a€��• �.A ,� � � r�11 .. /" a_ � �...t_: � �� �'� s. a�, .,�..�, . V IJ r ° , a • � d :: y '� '- ✓. �• .. $J' a r.',�d, ii C ,. 5• i h5' '`i t r.�s a si Ll v k 1 �% ,'rr� `�a"a` •4.�,�.I � ^'�' :��', ,.'' •.,"`. � 3' 6:» f. :,�. x:. ;ie� 6.Gr�';�'` 7 C yp � �i' � �'' 3 .__:k '� "K Si.f�kR � `v r• � 7i'"i i l , 1 P :r .:r S ;a $���7 TTTJ �/ 7 tr1 ldlidt�9 �• I a '' � ' ....._,.+... "•' -:,. _. - ,�..- ._ .y„aL. _. .,._i' 1- Vie.- -.o. T... _. _, ,,,n t .�`'S.. i+ 19 r �- F. ' R / /1 Ito I'Sau. l ? i� g SQ _ 1j � �: e �' I ' i ,. a AkO f 1 cA 2 •S G V� F� � , � ;i' .�. L -, ey`, ✓ M ♦•r � 1 � Y:' - E'7Y { i sM,j°�r'R 4 y� $ r' ' „-' -. d.'C .r �. '�' �' '� �'r► - �-'" •r. i 1 Q :7 to c 1 ��„�i.•>,.n.. y,'.t, ✓1; , _... ..... . ....... .. ......_. _.___-(�__._—..__ .� i_ •,d ��,^ * m.�-3r �F .r�° ns Jy ••��, � - Y" _•'_ � �;A. !. ,+- 1_...._',�i,.".....__.Ys�°','P.1-'J" �..w-..' y.�J ,,t, . ��•. $` .♦.:r.!°' _k,ma7y'i4..i' _Ii."'. _ 4� �.-.J�.(.. :_+: �. !•.�7};_��Y .r ._c. _..._.._. ._._._.__ . _ .-'---.'..-.-�.. ._-.._ ___._.. _. . _... _....�..�. i. '�.. j�r, (e ."- �fi1g{ `\4,, . • ' ,7� 1p, N`¢u .•, � _"'"wra r .' 1at. 1; 1 4« aU i.1 .�.j ly .�y/[/�•F; ggA •:y\ q \""'/ 9 �• { ~ ..... '` Cl yt .... � .r.—ram._ ; f � � E � � �— � � ql • � � ` r A 16�:-':� i ,C aL v � .�: �r 1 � �/ [: _ a 0 ', NINI E ZCA4t 4 ,A- 4/ � �+../ - � 4 +Y ; � , ' '- .. .. .... � } � ,� �•. 00 fGSl r�.l a � t•,.,,,. t W�.. � :' G ' "' F �. � .r- t 1*0 1' fAt•'"; �FTF,n - , 7 I + ,r h' w u' i �.� ,�' P Y f .'.' Ati.• -' v.•v `�--^-�- 1. i y 1'g. - y, N� s �^ l E �--• 'All ••'lam ..ki( '-s�•' d7E'� u # � . `� (j� (,y /'�� „" r i :r � 1 ' � t� -�' .� t} r'ti•- �'/"` ^r /1 t �, �,. - F 1 -.,' � � � r. � � �¢°� ..:A"� { } �-y'°��, � � �'`' ^t u �N% 1 ��� j' P -- -_t_ k�f lam✓.'`:. f C .r+R'• '-..... Y,. —'�+ .." � I w / „a; a'•- D_CX o� 0 t 1 �� 2 -%.� — �' j -(G (^..t- �-�~ �\' V� 0 ! �` ��• -° t.. , }�'^~' r° -�% :!- l� � � � iFSS :. 01 R� 1 E 4 i (� _ 1 y� wJfi k;iBi3�d_.. rl �yi f •- -�_ a,� :;r- '� ti: ,"ql �i d k• c 4 t: n .'^� ... l �, `R ... »_°M... C'_,.i; k!....F'a-Y^, F M°''-r IPW_/� C', �.+,�.:`.i;..}:;, r t4;,P,n. ,x,..ahi—.,. ,..,-•.., 1 .—J/'":' .—...�y� '"`�"y"'_`N 7___. .. _._.-''�� It b' �.-_��..���-r..�....� ,�..�. .�-.�•,�.....--� ILA., ��F 17 10 tiA,r t� .. .. W z N 0 � ) T- rr ar) 1—z�o� �0n-zLL-. U�--w},}- i= Co 0 z U W �Wzt�© L1J a— W N 0 W z 7 •."`,` (tom°',' l� rj ,w ch Z 1( ♦ Z , 1NNN dj+ i REVISIONS BY t w v IG1 1rr _ tl •}� ,rw,v •�� > rl� iy.A ♦ r, III `4 r3Y CY >'� 1 Eg %; < I 1 1 � 007 Drawn Checked e Scale Job No. Sheet of Sheets 0 ., mm" mini raAr ;lL I r�n 4 �, now ■ I'm iml lal*-�ar�O7�9l,fl1r,ri6�119'eip. WWI low, I Fm 10 111 W-- - �-- i - —�-- -.-m- F INli��i% F !I!mm"o-m l /' i FIN YvvY�r��w���� �liol "OR W 1 1 OR Imom I ON * DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2O07 EDITION OF NFPA 24 AND ALL APPLICABLE LOCAL AND STATE CODES * ALL PLASTIC PPE SHALL BE AWWA C-900 N ACCORDANCE WITH NFPA 24 TABLE 1011. * C-900 PPE I WHERE THE PRESSURE CAN EXCEED 150 PSI (FIRE PUMPS, HIGH STATIC PRESSURES OR THE PRESEPCE OF AN FDC DIRECTLY CONNECTED TO THE UNDERGROUND) SHALL BE PRESSURE CLASS 200 01111-14. * C-900 PPE USED WHERE THE WORKING PRESSURE WILL NEVER EX C® 150 PSI SHALL BE PRESSURE CLASS 150 O R-tB. * ALL STEEL PPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED IN ACCORDANCE WITH ASTMM A795 OR ASTMM A-53. STEEL PPE IS ONLY TO BE USED FOR THE FOC PER NFPA 24 10.1.3. * ALL DUCTILE IRON PPE SHALL BE PRESSURE CLASS 350 MANUFACTURED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED BY NFPA 24 TABLE 1011, • ALL FITTINGS SHALL BE MECHANICAL JOINT OR FLANGED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED PER NFPA 24 TABLE 10.1.1. * ALL TEES, PLUGS. CAPS, BENDS, FPS, VALVES AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT BY USING MEGALUGS AND BELL JOINT RESTRANTS. THRUST BLOCKS WLL NOT BE USED ON NEW INSTALLATIONS. * WAFS TO PROVIDE CPVC COMPAT19LE AGAVE 14 GAUGE TRACING WIRE ON ALL UNDERGROUND PIPING. * UNDERGROUND MANS AND LEAD-INS SHALL BE FLUSHED PER FLOW RATES N NFPA 24 PRIOR To CONNECTING TO OVERHEAD PIPING. '2 FOR CONT. * ALL PIPING SHALL BE BURIED A MPBMAUM OF 30 INCHES BELOW GRADE TO THE TOP OF THE PPE. * ALL PIPING UNDER ROADWAYS SHALL BE BURIED A MNNGIN.IM OF 36 INCHES BELOW GRADE TO THE TOP OF THE PPE * ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERF& * ALL PIPING SHALL BE TESTED AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE SYSTEM WORKING PRESSI.IE WHK36VM IS (TREATER. * ALL WIRING AND M0I`NMT0R1IN3 OF DEVICES IS BY OTHERS. * ALL PANTING OF PIPE AS REQUIRED G BY OTHERS. * FIRE DEPARTMENT C"IECTDNS SHALL BE LOCATED NOT LESS THAN *r AND NOT MORE THAN 4T ABOVE THE LEVEL OF THE ADJACENT GRADE * FIE DE PMTMENT CONNECTIONS SHALL BE LOCATED SO AS TO FACE THE ROAD. * WAFS TO PROVIDE ALL NECESSARY SGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS. 633. * SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATIC'S PONT OF CONNECTION. * PER FLORIDA STATUTE 633.539, ALL UNDERGROUND FROM THE POINT OF SERVICE TO T-O' AFF SHALL BE INSTALLED BY A CLASS L 1 OR V LICENSED CONTRACTOR * ALL FERROUS PPE A .NO FITTINGS SHALL BE EXTERNALLY WRAPPED AND COATED WITH A BITUMINOUS COATING. * CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITY. ` NFPA 24 200I�D GENERAL L943ERGRGENERAL NOTES SCALE: NONE MAIrlb M _MDie� ild MANUFACTURER LIST 0 C>x 00497N KIT NUT, BOLT GAS Ot FPPI 0 6" X 11" PVC FT. WORTH GASKET BLIND FLANGE MERIT 0 6" UNIFLANGE O2 SPEARS 1— FOR DIP �-4 TYLER/UNION 1'-0FILL W/ FOAM STAR OR MAS11C SIGMA GRADE - : 5-6 EBBA IRON SIGMA 10 MCWIANE 30' MIN. 8" MIN. SLEEVE US PIPE 12' MIN, ..,• ,•:, ..� 0 6" C-350 DIP 4 'ir O 6" MEGALUG FOR SE C-900 PVC DIP W/ ACC. KIT FROM LAN FOR TYPE 0 6" 90• MJ X MJ ELL SUPPLY NEW RISER DETAIL- 1DETAIL-#3NEW 4 RISER DETAIL 2 NEW 4 RISER 6" CAP FOR FUTURE ROSS RISER MANUFACTURER LIST O AMES 5 6 TYLER/UNION O POTTER STAR SYSTEM SENSOR 2 3 SMITH COOPER SIGMA to MCWME 4 ANVIL PAC a EBBA IRON US PIPE SIGMA STAR 6" DOUBLE CHECK DETECTOR BACKFLOW PREVENTER W/ OS&Y (SEE MANUF. DATA SHEET FOR FRICTION LOSS INFORMATION) 6" 9T FLANGED ELL 0 6" UNl-FLANGE FOR DIP 0 30' MIN. FROM C-900 PVC SUPPLY GRADE M 48�8� ila 6" NUT, BOLT do tt GASKET KIT to 6" C-350 DIP O6" MEGALUG O FOR DIP 06" 90' MJ ELL 0 6" MEGALUG FOR PVC TO BULK PIPING FOR ADJACENT TENANTS 6" AMES 2000SS BLE CHECK VALVE ABLY tt FPPI FT. WORTH GASKET MERIT TAMPER 0 SWITCH (X2)* 3 6" FLANGED TEE 6" X 11" BAND O FLANGE 6" NUT, BOLT do G GASKET KIT 6" UNI-FLANGE FOR DIP MIN. Y4" CONDUIT FOR TAMPER SWITCH WIRING* C-900 PVC SYTO STEM • NOTE: TAMPER SWTTCH WIRING AND CONDUIT PLACEMENT TO BE PERFORMED EIY OTHERS r BACIFLOW PREVE NTH W/ OSSY — AMES 3000sS SCALE: 1/2' = 1' III '2 FOR CONT. TOP BEAM CLAMP -" FOR Y4' TO 4" PIPE Y" FOR 5" TO 8" PIPE DESIGNER REFERENCE OETAL VM J' ALL THREAD ROD ke" FOR Y TO 4" PIPE V" rnn c" Tn o• nmr LUldU9UI (INCLUDED W/ CLAMP) RING HANGER FOR HANGER RING (SIZED TO PIPE) M >48ilE�eN Ma HANGER SM TO Ir PPE ®AR JOIST) SCALE: NONE 0019ON Please be advised this review of plans submitted is a =MY review to assist the contractor in compoanm wm applicable fine safety codes. This review is not intended to be a final approval of tj�e submitted plans. It Is the contractor's sole responsibility to ensure that the plans are in complete Compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expen" to bring those areas in compliance. The City assumeg n® responsibility for ft contractor's failure to be in eamphWIce with all appili0le NFPA Codes and local ordinanM, PIS' is submitted is a Cu: „ )r in compliance with VV is not intended i �_u ;Mans. It is the C, f, plans are in ' des and A H f i r r IC'1 or all be tl nse to ;umes no re :ompliance inances. 3iiJIli1VII'rTEb I'LAN46j 9AVL JL t.,.. 3Y Z PHYRHILL�EIRE D¢ARI IAI ` Date:-- * DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2O07 EDITION OF NFPA 13. * DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. * ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE N ACCORDANCE WITH APPLICABLE CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL (100593NO. • ALL HANGERS AND ANY RECII BRACING SHALL BE DESIGNED AND INSTALLED N ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND TFH9R LISTING. • ALL PENETRATIONS THROUGH RATED BULDNG ASSE MI6LES SHALL BE SEALED WITH FIRE CAULK N ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HLTI FPS ONE OR STI LCL *ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL COPES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. * ALL SYSTEM SHALL BE TESTED FOR 2 HOURS AT 50 IS OVER STATIC. * ALL SOFFITS REQUIRED TO CONCEAL SPRNKLER PIPING ARE BY OTHERS. • ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) 6 EXISTING. • CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS EXISTING. * ALL PAINTING OF PPE AS REQUIRED IS BY OTHERS. * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM LS BY OTHERS. * HEATNG OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DES OR GREATER IS BY OTHERS. • FIRE DEPARTMENT CONNECTION B EXISTING. • QUICK RESPONSE SPRINKLERS SHALL BE USED N ALL LIGHT HAZARD AREAS. M BlBiMm laa NSA 13 2007 GENERAL NOTES SCALE: NONE 6" MEGALUG FOR PVC W/ ACC. KIT LEAD—IN W/ 6" OP — STEM WALL SCALE: 1" = 2' Fire of *a 00038L MECHANICAL JOINT 90' ELL MEGALUG _ TYPICAL MECHANICAL JOINT 000 BEND SCALE: 1" = 2' 00162N MECHANICAL JOINT STRAIGHT TEE MEGALUG TYPICAL MMANICAL JOINT STRAION'T TO SCALE: 1 • = 2' w" 1111111B* 11M Ina 00166N bl 0 6tqff qA c ALL MATERIAL APPLICABLE TO THIS PROJECT WILL BE INDICATED WITH A (d ) ALL 1Y4' TO 4' GROOVED BLACK STEEL PPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED N ACCORDANCE WITH ASTM A795 ACCEPTABLE BRANDS ARE BULL MOOSE'®DYFLOW, WHEATLAND 'MEGA -FLOW. ALL® •OYNA-R_OW AND WELDED TUBE-BERKELEY 'STEADY -FLOW . ALL PPE SHALL BE CPVC COMPATIBLE ALL GROOVED STEEL PPE 5' AND LARGER SHALL BE UL, LWM/FM APPROVED SCHEDULE 10 AND MANUFACTURED N ACCORDANCE WITH ASTM A-135. ALL STEEL PPE SHALL HAVE A CORROSION RESISTANCE RATIO (CM OF NOT LESS THAN to PER WAFS STANDARDS. ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED N ACCORDANCE WITH ANSI BISA GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED N ACCORDANCE WITH ASTM A-536 FOR DUCTILE RON OR ASTM A-47 FOR MALLEABLE IRON. A3FLL GROOVED STD PPE SHALL BE ROLL GROOVED PER PPEwMAANLIFACTUFEi FIE{ UIVEME NITS. \ PIPE AAND PRI TIT NM13MS GENERAL NOTES AWLSCALE: NONE M ftHddN% ire, 00859N IMPORTANT OWNER INFORMATION THIS DRAWING IS USED ON THE OVNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) OF MFPA 25 AS THE APPLICABLE STANDARD FOR THE INSPECTION. TESTING AND MAINTENANCE O• WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 4,L THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SMALL BE THAT OF THE OWNER. IF THE IG BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AMD/DR IS T FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 2D YEARS IN NEW CONSTRUCTION RE -PIPE AND REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIOALLY, HOWEVER CPVC CAN DE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SORE CONSTRUCTION MATERIALS OE, SOME WIRES FLUX, PETROLEUM BASED PRODUCTS ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEA( DETECTORS, FTRESTMPS, ETC, ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VVV.SYSTEMCOPATILE.CON COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL ➢RAVINGS, SPECIFICATIONS, FIELD NOTES, ESTDATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY IF WAYNE AUTOATIC FIRE SPRINKLERS, INC. (VAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENI OR OTHERS, ON EXTENSION (IF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CONTAINED HIEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, DR LEGAL EXPOSURE TO VAFS, AND WILL ENTITLE VAFS TO FARTHER COMPENSATION AT RATES TO BE AGREED IN BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. GRAPHICS ELEMENTS NOTE FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGRDUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL. STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVE➢ ARCHITECTURAL, STRUCTURAL. MEP OR CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS TER SUPPLY INFORMATION ACTUAL DRUUGHI UK (AS REU Q'D 1Y AIU) FIRE PUMP SHE: GPM 0 PSI ESSURE HYDRANT �/• PRESSURE L:ORNB DATE OF TEST PM TIME OF TEST ING NUMBER OF PORTS FLOWED IDED BY OGR 1 SPRINKLERS SPACING SYMBOL MMMUM MINIMUM COMMENTS QUANmY ­1 SPRINKLERS EMB. 151 AND 310 4TH SIN SIZE K TEMP MDDEL �+e! EXISTING IL" SSP TOTAL PER FLOOR TOTAL THIS SHEET DATE SPRINKLERS SPACING SYMBOL MMMUM MINIMUM COMMENTS QUANmY ­1 SPRINKLERS EMB. 151 AND 310 4TH SIN SIZE K TEMP MDDEL �+e! EXISTING IL" SSP TOTAL PER FLOOR TOTAL THIS SHEET DATE SUBMITTALS BY 8-15-12 Q A REVIEW B.D. DATE REVISIONS BY 4-15-14 NEW UNDERGROUND PIPING AND RISERS FOR TENANT SPACES ADJACENT TO THE NEW ROSS STORE S.D.W. rn A WA)ME YNI Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO. FLORIDA 222 CAPITOL coL RT OCOEE, FLORIDA 347M PHONE (40711 3030 FAX MM 656-SORES JACMCSONVLLE FL TAIIMPA . FL PO1 PAND BEAC K R. IM OISTMUMN AVE WMT WN CHt N PALM MWE 30 NMI Will TBRAM JACKSqM,LE FL 322S8-V45 TAWA. FL 33MR-M PWAW MAM FL MM+-WM PMM 6K)4) 2BB-3= PHIME WO 630-OM3 PMME Will 917-3030 FAX WO 28B-07E4 FAX MM 630-M FAX MR) 9117-9424 FT. MYERS, FL CON WFA NC STATE LCENserz 4693 LAF1310 AVE 4370 MaTINIfiPO)IT DIVE NC SPF&Ja- ! 29746 FT. WYM FL 3 905-4M CM CM NC 280 -W1 NC ALAM 29222 SP LV PHONE Will 433-3030 PHM M) 76F!-31W SC SPF■ia.B4 MS FAX MW 433-3M FAX- MQ Mr-SM SC ALAM 3M TOWNVIEW SQUARE ZEPHYRHILLS FLORIDA � GERARDI CONSTRUCTION 1604 N.19TH ST TAMPA, FL 33605 SHEET TLE: FIRE SPRINKLER PLAN DRAWN BY: SEAN WATSON TOTAL A/S: DATE: 4/15/14 AW: CITY OF ZEPHYRHILLS coNir:Acr # 5989 & 5990 CENTER OF TILE JOB? ❑ YE5 NO CENTER ON FWURM JOB? YES &gNO SHEER # FP1 11 CONSrRUCINON TYPE III-B OCCUPANCY: MERCANTILE -ar:....t, a �:MM$m.N p.r T::..., ... i ,... r{ '1' f:41 M1-m +M.':j. t. "'li�•�'�''^ ..�..*��