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HomeMy WebLinkAbout1101 Riachart4 All MAY 12011 CITY OF SANFORD BUILDI G & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ c;X00 cl_�__ Job Address: Historic District: Yes 0 No 11 Parcel ID: Zoning: Description of Work: 0_1 VC t4 Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name S Phone: Street: Resident of property? City, State Zip: Contractor Information Street: Fax: City, State zip: �Ae6rFl- rJ State License No.: Arch itect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit 13 Square Footage: _ No. of Dwelling Units: Electrical 11 Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: MCCIIWOCA 11 (Duct layout required for new systems) C) No. of Stories: Plumbing 13 New Construction - No. of Fire Sprinkler/Alarm 0 evr� I 049(v �• vvi in r imc, runny BEAM CLAMP ON ALL SIDES. (CORE DIAMETER EQUAL TO PIPE +'2'). ALL CORES SHALL BE COORDINATED WITH STRUCTURAL REINFORCING. CONTRACTOR IS DISCHARGE PRESSURE: 75 PSI _ INFORMATION DERIVED FROM WATER REPORT 4" PIPE EVERY 12'-0" SUPPLIED BY: < , RESPONSIBLE FOR PROVIDING ALL CORING WITH . 1$. SPRINKLER SPACING TO BE PER NFPA 13. EVERY OTHER JOIST AIE INSPECTION SERVICE, INC 07.24-2009 : PROPER CLEARANCE AT ALL CMU WALLS. 6" PIPE EVERY 12'--0" 6" PIPE y GENERAL CONTRACTOR SHALL BE RESPONSIBLE 19. INTERFACE SPRINKLER SYSTEM WITH `FIRE- 8" PIPE EFFECTIVE POINT OF WATER SUPPLY INFORMATION : FOR PROVIDING A TWO INCH CLEARANCE AROUND PROTECTION SUPERVISORYSYSTEM. .. , IS: `, ALL PIPING PASSING THROUGH CONCRETE SLABS. 20, ALL MATERIALS SHALL BE UL LISTED AND FM PUMP SUCTION THE SPRINKLER CONTRACTOR SHALL 'FILL ALL APPROVED. SPRINKLER PIPE SHALL BE PIPE AND JOIST MEMBERS TYP CLEARANCES WITH APPROVED MASTIC. MANUFACNRED TO STANDARDS RECOGNIZED BY DATE OF TEST. 07-24-2009 : 13. PENETRATIONS OF ASSEMBLIES SHALL BE FIRE 13., THREADED PIPE. SHALL HAVE; A FLOW TEST ELEVATION: AM E ATION SL STOPPED WITH APPROVED MATERIALS PER ,NFPA CORROSION RESISTANCE RATING OF 1.0 OR CRIMP—TYPE GREATER. CRIMP TYPE COUPLINGS SHALL NOT BE • BUILDING PAD ELEVATION. 69.00 AMSL METHODS DESCRIBED BY THE UL FIRE RESISTANCE ENGINEER RESPONSIBILITIES • ,,, ^ DIRECTORY, CORROSION RESISTANCE RATING OF LESS THAN 1.0 PUMP TEST RESULTS: " ..� 14. PROVIDE FLUSHING CONNECTIONS 1N r PUMP RATING: 1250 GPM 70 PSI � ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13. CHURN: , SUCTION PRESSURE. 40 PSI y 15. PROVIDE ALL NECESSARY, OFFSETS RAISES OR DISCHARGE PRESSURE. 138 PSI DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED NET PRESSURE: ; 98 PSiY BUILDING B BU LD NG CONDITIONS. HANG. 4 AND 6 INCH PIPE WITHIN ` 3 INCHES OF PANEL POINT ';. TOTAL GPM: 0 GPM NOT TO B WITHIN 3 .PIPE 3 INCH AND SMALLER N REQUIRED E , ACTUAL PERCENT OF RATED: 07a 16. EXAMINE THE JOB CONDITIONS AND VERIFY ALL INCHES OF PANEL POINT FOR 6 AND 8 INCH PIPE, USE THRU BOLT CONNECTION 1007e. SUCTION PRESSURE: 27 PSI MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES, ETC. WHERE POSSIBLE. USE TRAPEZE HANGER WHERE DISCHARGE PRESSURE: 90 PSI JOIST PANEL POINTS TYP JOIST WEB CONFLICTS WITH THRU BOLT 6" 3" 24" MAX DECK TYP MAX M'IN NET PRESSURE: 73 PSI TOTAL GPM: 1256 GPM ACTUAL PERCENT OF DATM 100% 17. ARCHITECTURAL AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN ' FOR COORDINATION p PURPOSES ONLY. REFER TO THE CONTRACT 150'• MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS to SUCTION PRESSURE: 20 PSI DOCUMENTS FOR LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADE WORK. BEAM CLAMP NOT TRAPEZED DISCHARGE PRESSURE: 75 PSI TRAPEZE O, 4" PIPE EVERY 12'-0" }. NET ` PRESSURE: 55 PSI ; . 1$. SPRINKLER SPACING TO BE PER NFPA 13. EVERY OTHER JOIST AM MP T P TO HORD 3.5" 2.5" .25" G TOTAL GPM: 1884 GPM 6" PIPE EVERY 12'--0" 6" PIPE F J T NGLI L ,, VT " ACTUAL PERCENT OF RATED: 150% 19. INTERFACE SPRINKLER SYSTEM WITH `FIRE- 8" PIPE A` !" < *SAFE:TY FACTORS APPLIED AFTER THE PUMP: PROTECTION SUPERVISORYSYSTEM. EVERY JOIST EVERY JOIST 5 PSE SAFETYA I M RG N PER LOW HYDRAULIC 20, ALL MATERIALS SHALL BE UL LISTED AND FM (r, MAINTAIN VISIBLE CLEARANCE BETWEEN ,. � GRADIENTr APPROVED. SPRINKLER PIPE SHALL BE PIPE AND JOIST MEMBERS TYP a PSI SAFETY MARGIN PER LOCAL MANUFACNRED TO STANDARDS RECOGNIZED BY z AUTHORITY HAVING JURISDITION 13., THREADED PIPE. SHALL HAVE; A ---- 4 6 AND 8 IN H PIP INCH AND SMALLER PIPE C E $ INCH PEPE _ ,NFPA CORROSION RESISTANCE RATING OF 1.0 OR CRIMP—TYPE GREATER. CRIMP TYPE COUPLINGS SHALL NOT BE �.�...�-._.•^� i� �.. `�� .ate..-��....+, . �Y .; �.w .�..,... w...� ..M.•'" ENGINEER RESPONSIBILITIES USED, THREADABLE THINWALL PIPE WITH POINT OF SERVICE CORROSION RESISTANCE RATING OF LESS THAN 1.0 MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS BEAM CLAMP THRU—BOLT BEAM CLAMP NOT TRAPEZED NOT TRAPEZED TRAPEZE O, 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$_O" NOT ALLOWED EVERY JOIST EVERY JOIST SHALL BE USED ONLY WITH ROLL GROOVE: EXISTING 8" MAIN FITTINGS. �..w,.... t "L' -• 61G15 32.001 GENERAL RESPONSIBILITY. I 21. IF REQUIRED, PROVIDE 24, VOLT AC, ELECTRIC EFFECTIVE POINT i BELL, MODEL NO. PBA248, ELECTRIC BELL BY I , (5) FIRE PROTECTION SYSTEM ENGINEERING IPOTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, .OF FLOW TEST I . EXISTING 8" I DOCUMENTS. THE FIRE PROTECTION SYSTEM t s t LEAD—IN _ LOCATE AS REQUIRED BY AUTHORITIES HAVINGENNGS, S ECIFICATIONS, PRESCRIPTIVE AND PERFORMANCE CRITERIA, WATER JURISDICTION. PROVIDE NEW DOUBLE POLE VANE TYPE FLOW DETECTOR MODEL NO VSR—F BY t SUPPLY ANALYSIS AND OTHER MATERIALS OR , i REPE7ESENTATIONS, WHICH ARE SUBMITTED WITH POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. GENERAL CONSTRUCTION SET ADJUSTABLE DELAYED SIGNAL AT 30 THE S UCTION DOCUMENTS. '. PURSUANT TO 553.?9(6)(C), FS, THAT SET FORTH SECONDS. MOUNT WATER FLOW INDICATORS NO ' <[ HIGHER THAN 6 FEET ABOVE FINISH FLOOR. i`........::� t THE OVERALL DESIGN REQUIREMENTS AND PROVIDE t , r SUFFICIENT DIRE C11ON FOR THE CONTRACTOR . ,,To °: I 00 , 22. ALL SPRINKLER SYSTEMS TO BE MODIFIED PIPE RUNNING PERPENDICULAR TO JOISTS , LAYOUT THE 'CONSTRUCTION, ALTERATION, t I SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 DEMOLITION, RENOVATION, REPAIR, MODIFICATION, 3 , I z PRIOR TO SPRINKLER SYSTEM MODIFICATION AND I ,4 ^; I � PERMITTING AND SUCH, FOR ANY PUBLIC OR , SHALL BE RE -•-HYDROSTATICALLY TESTED AFTER ECKED BY: FW AWN BY: f DK ROTO CYCLE: 04--30--10 DOCUMENT DATE: 06-10-10 31/4"4"4" _ FP3 3 I cn PRIVATE FIRE PROTECTION SYSTEMS , WHICH ARE , I O a SQUARE WASHER &HEX NUT THRU BOLT TYP MAX _ _- X COMPLETION OF WORK. I ., ,� ! � PREPARED, SIGNED, DATED AND SEALED BY THE , to ,,. ._ .. I ,.,.,...r , oa '� .J—v t� _ _:.. �..w.^�.,...�.,... I ENGINEER OF RECORD FOR THE FIRE PROTECTION ....__... r ..:'1..,G.LI.�. I , 23. DO NOT HANG OR SUPPORT ANY LOADS OR SYSTEM(S). " MAKE ANY ATTACHMENTS TO THE -METAL ROOF 1/2' ALL THREAD ROD --_ I , i � FP3 I p� t DECK OR JOIST BRIDGING.: t _ I 6 FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS. o LAYOUT _ L I LA OU DRAWINGS, HYDRAULIC CALCULATIONS, � Q r _ 24. SAMMY SCREWS ARE NOT PERMIT7FD, I tCATALOG I I .FENDER. WASHER &HEX NUT INFORMATION ON STANDARD PRODUCTS, a I t AND OTHER CONSTRUCTION DATA PREPARED BY 5 25. CEILING FLANGES ARE NOT PERMITTED. z F-1 1= t , THE LICENSED .CONTRACTOR OR ENGINEER OF aI I 3.5 X 2.5 X .25 ANGLE ._ RECORD THAT PROVIDES DETAIL ON THE LOCATION 0 " � I �, t 26. PROVIDE RETAINING STRAPS ON HANGERS t _ I l TRAPEZE REQ'D FOR 6 MAINS OF RISERS, CROSS MAINS, BRANCH LINES, WHERE REQUIRED. ,� " " I , Q L 4 X 4 X .25 ANGLE I ..; , , SPRINKLER HEADS, SIZING OF PIPE, HANGER CL „ v, t� ,.::..:, I LOCATIONS, AND HYDRAULIC CALCULATIONS AND TRAPEZE REQ!D FOR 8 MAINS TOP CHORD OF JOIST TYP Z I .t, � ..,� .� I i I ` ,. ► ALSO SERVES AS A GUIDE FOR F"ABRICA?10N AND INSTALLATION OF A FIRE PROTECTION SYSTEM. FIRE APPLICABLE �� F i. GA6LE CDES PROTECTION SYSTEM LAYOUT DOCUMENTS ARE JL BASED UPON ENGINEERING DIRECTION PROVIDED IN I LI : THE FIRE PROTECTION SYSTEM ENGINEERING , FP3 NFPA STANDARD. DITION. OCUMEN S AND REQUIRE NO ADDITIONAL © ONE OPEN JOIST BAY I I NFPA 13 2002 �... 1 T .� FNGINEERING INPUT. THESE DOCUMENTS DO NO MINIMUM BETWEEN I k, �, 4 I cl E ,TH t �... � Et�UIR E SEAL OF A 'FLORIDA REGISTERED .- TRAPEZE HANGERS .. ,.. .. ':FPO .. .,;,,,.. r , �,�.;����.�,���,�,��.. . I ��'GII�fEER. f o I 4 I DO NOT HANG 2 OR MORE 12" FP3 r-__----�.___W--___� „ ,..._ , o MIN MAINS 4 OR LARGER BETWEEN MEN i pry .. I THE SAME JOIST SPACE I �,, r r POI N T,,... OF— SER Y 1 CE mo � 1 a 0- N.06 r; G 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 I I I, r' <• I rLm ! "POINT--OF-SERVICE" MEANS THE POINT AT t WHICH THE UNDERGROUND PIPING FORA j SPRINKLER SYSTEM USING WATER AS THE .. I , EX11NGUISHING AGENT BECOMES USED risme Rocelvea, I .'____- __ __ ___.,____...�_ ___.._�, EXCLUSIVELY FOR THE SPRINKLER SYSTEM. ,• .• ', oe CO �- PIPE RUNNING PARALLEL TO JOISTI f` MAY �2 3 2011 v/i I EXISTING 8" 1MAIN a, I,----------------------------------------------------------------- z Fi D V) 0 Q ac• C t TEMPORARY 5 y ie ep a f � � VISION CENTER FP3 0 L_ � c '' a 1-11 «0 4h CL a rr � r- N a �:2 N O d' U w I� F_ v Zi NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS n PIPE SUPPORT, NTS 10.30.07 F02-1 NOT TO SCALE a VIOWO '"Im +lqobia COASTAL. l7StE IQl�1 U. Clodwd Cl"k PON moo, rt 3UN UC / 21mmu00 mo STORE LOCATION: SAM'S CLUB #4785 1101 RINEHART ROAD SANFORD, FL 32771 FIRE SPRINKLER SITE PLAN ....... .. .. ......... . .....__._.._ ..._._.._.� _..�_. ___ ._._ .M. bdal� ry r♦ rrrr,�rr , — 4 1. Q t i , M NEW I I REMODELED ` REMODELED N I ; 3 3.5 4 PHARMACY MANAGER OFFICE ', I I CART STORAGE — _ — ROUTE PIPING it r F.5 I I I I l F.5 ..,.......,� V 3 ABOVE NEW CEILING, '7 NEW— i r. Q TYPICAL Ili ADMINISTRATIVE I I I , . .. :• ,_„ OFFICE V »w..r.. '�'• I i rr'' i � ..... • ..... • •.:.•: •., .... I � •� �� III I I T I!! �11 PH I rl IITIEi i3� 3• ' i ..Ti.irrrrrr irrrrir/.rf%rrr0ff rbr�rru : • - L=..1 =L_ i! I ; ...44 , r : REMODELEDi 1 i — — — I 7 A.2 EMPLOYEE ... ,.,.. .a........ .,.,. EXISTING ....,.. EXISTING • ... •.....r......c...... .....¢. Lj BREAKROOM TO REMAIN TO REMAIN ' .._....._ ._ — _ • No PHARMACY/MAN'AGEROFFICE h ; F .- CART STORAGE r : - 3 —�_ FIRE SPRINKLER PLAN.. _ ,: FIRE REMODEL ■ r • ..�....... ......y...... '....•........;..j 1 a r a ALCOVE .3 0 4 8 161 'T _ • EXISTING . t t SCALE: 3 /8 - 10 4 8 ,� SCALE: 1 /8 1 1 f REMAIN ; y :) t < i i r i r . ,... 3 • I I i "'"ell +i �► w i NEW � � y •1 t TRAINING ROOM � ................ .. ' I i t a.. Z i, .. ... ......,.I i •■ r 1 l M .. s ■ 9: .. : : I? e I it ' EXISTING • STAIR #1 I ++ I TEMPORARY ,...,.... 1 _ _ _ _ _ _ .� _ _ VISION CENTER frr rrrrr rrrr •,■q as o pr=rru,irrraMwrrrrpirryr, ................ . • l..•. .:.... � i '�. ■ ' �b...�.. yNi.. II t '00EXI TING 3 TO MAIN ... '`■ ; max` �.... ......... NEW PTC I 1 ..;....... .:....' • a...•:.... I • t . '.: I ... 1 1 REMODELED SNACKBAR REMODELED CBL/ � / i COMPUTER ROOM ; _ : • : . .t : •'Y• ! arr2ri same Lorrowha L=4 w.r t I tt REMODELED , .,,.... • .......... .. '" r , CASH ROOM .. :I EXISTING ,... ...El . ■ .. i i t TO REMAIN I t t_ �I E TEMPORARY VISION CENTER a . I I FIRE SPRINKLER PLAN .......... .. A '0 1 .. I � ■ � 1 � SCALE: 1 /8 T 1 0 4 8 . 16 � 1 i t r '`,, r ,,✓ 1, ,"� ,✓'; ..•` t'l CL I O _... f • /,•„ MEZZANINE 4 f a �; swr ., � FIRE SPRINKLER PLAN us i. ,. r�r I f � HEARING CENTER a�,/ SCALE: 1/8" = 1' 0 4 8 i fi ref f iOf. Ji------ L LYy ©°° ALCOVE, SNACKBAR 0 FIRE SPRINKLER PLAN °" N SCALE: 1 /8" -- 1' 0 4 8 1w i /• r to w .,, HEARING CENTER FIRE SPRINKLER PLAN 6 SCALE: 1/8„ - 1' 0 4 8 Q% E 0 a- 0 CHECKED BY: FW PRAWN BY DK .PROTO CYCLE: 04-30-10 DOCUMENT DATE: 06-10-10 -0 CIL •v zi ate. a 3NO�5:,•Ir� FIRE SPRINKLER REMODEL PLAN f.rr......r■ SHEET: i P3