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HomeMy WebLinkAboutF18-0052_Approved Plans_1534341097.pdf FIRE PROTECTION DESIGN CRITERIA f'' 25 WET PIPE SYSTEM: ABBREVIATIONS SYMBOLS LEGEND ')-al 10 44_4 5,,tt ItAiiiikk 4... LIGHT HAZARD ALL AREAS UNLESS NOTED OTHERWISE FLOW SWITCH DESIGN DENSITY: .10 GPM / SQ F. AFF ABOVE FINISH FLOOR Vail Fire&Emergency Se ices DESIGN AREA: *1,500 SQ FT A/S AUTOMATIC SPRINKLERS 08/15/18 BFV BUTTERFLY VALVE BACKFLOW PREVENTER PROTECTION AREA PER SPRINKLER: 225 SQ FT. MAXIMUM BFP BACK FLOW PREVENTER HEAD SPACING: 15'-0" MAXIMUM CI CAST IRON OS&Y OUTSIDE HOSE ALLOWANCE: 100 GPM CF CORROSION RESISTANT CV CONTROL VALVE CHECK VALVE DN DOWN AHJ APPROVAL ORDINARY HAZARD GROUP 1: MECHANICAL, ELECTRICAL DI DUCTILE IRON 3 BUTTERFLY VALVE DESIGN DENSITY: 1 .15 GPM / SQ FT. EC EXTENDEDVACOVERAGE EL ELEVATION DESIGN AREA: *1,500 SQ FT ELL ELBOW u►: FIRE DEPARTMENT CONNECTION PROTECTION AREA PER SPRINKLER: 130 SQ FT. MAXIMUM EH EXTRA HAZARD EOR ENGINEER OF RECORD at FIRE HOSE VALVE a HEAD SPACING: 15'-0" MAXIMUM EX EXISTING Approved fo r i n st a I I . 0 3 5 5 * OUTSIDE HOSE ALLOWANCE: 250 GPM FF FINISH FLOOR UT ) ALARM BELL 0 4Q FM FACTORY MUTUAL DESIGN AREA MAY BE ADJUSTED BASED ON NFPA 13, 11.2.3:2.3) �, A. ,", �, FDC FIRE DEPARTMENT CONNECTION ++ FHV FIRE HOSE VALVE ZEX EXISTING RISER LOCATION c g FHVC FIRE HOSE VALVE CABINET FS FLOW SWITCH NEW RISER OR CONNECTION ] Out GPM GALLONS PER MINUTE 0 N HP HIGHE PRESSURE Xn HYDRAULIC REFERENCE POINT Op LF LINEAR FEET O LH LIGHT HAZARD GPM L a! LP LOW PRESSURE -] CAP LPS LOW PRESSURE SWITCH PLUG � ' LL MJ MECHANICAL JOINT NFPA NATIONAL FIRE PROTECTION C ASSOCIATION � FIRE HYDRANT a _. OH ORDINARY HAZARD OS&Y OUTSIDE SCREW & YOKE NEW FIRE LINE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH 9 Ill QR QUICK RESPONSE EXISTING FIRE LINE REC RECESSED PENDENT RN RISER NIPPLE DEMOLISH EXISTING FIRE LINE U RPZ REDUCED PRESSURE BACKFLOW PREVENSQ FT SQUAREFEETSHADED AREA NOT IN SCOPE -� TEMP TEMPERATURE OF WORK c TS TAMPER SWITCH ( CEILING HEIGHT ) �J < TYP TYPICAL 8'-0' UL UNDERWRITERS LABORATORY - 0 00 \ / UNO W/ WITH UNLESS NOTED OTHERWISE 0 0 CD oo c O GO d- EY o0 SPRINKLER ZONES 0 ZONE LOCATION BUILDING APPROX. AREA SQ FT. U 1 L SIDE MAIN BUILDING 42,545711 o Z CD 2 R SIDE MAIN BUILDING 39,929 O TOTAL AREA: 82,474 SF III FIRE SPRINKLER GENERAL NOTES 1 ADHERE TO AND OBTAIN ALL PERMITS, LICENSES, AND ALL GOVERNMENT REQUIREMENTS. 2 FINAL INSPECTION AND APPROVAL BY THE FIRE MARSHAL AND ARCHITECT/ENGINEER (ACHA, NAVFAC, OTHER) 3 CUTTING OF STRUCTURAL AND/OR STRUCTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND FLORIDA REGISTERED STRUCTURAL ENGINEER. 9000 4) PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED. 5 PIPE SHALL BE CLEANED AND REAMED BEFORE ASSEMBLY. 6 METHODS OF HANGING AND SUPPORTING PIPING AND HEADERS SHALL BE INACCORDANCE WITH NFPA 13. 7 PROTECT ALL PENETRATIONS OF SMOKE/FIRE RATED WALLS, FLOORS, ETC. WITH A UL APPROVED FIRE STOP SYSTEM. 8 FIRE SPRINKLERS SHALL BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. / 9 PROVIDE HEAD GUARDS ON FIRE SPRINKLERS IN ELECTRIC, TELEPHONE, AND MECHANICAL EQUIPMENT ROOMS & OTHER LOCATIONS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE. O 10 AUTOMATIC FIRE SPRINKLER TEMPERATURE RATINGS TO BE IN ACCORDANCE WITH NFPA 13. 11 ALL COMPONENTS SHALL BE LISTED BY UNDERWRITER'S LABORATORIES (UL) AND/OR APPROVED BY FACTORY MUTUAL (FM) FOR USE WITH FIRE PROTECTION SYSTEMS. / ^ 12) ALL COMPONENTS SHALL BE LISTED FOR THE MAXIMUM SYSTEM PRESSURE, 175 PSI MINIMUM. C/ J 13) VALVES ON THE FIRE PROTECTION SYSTEM ARE TO BE ELECTRONICALLY SUPERVISED. TYPE AND EXACT LOCATION OF FLOW, — PRESSURE, AND SUPERVISORY SWITCHES SHALL BE COORDINATED BETWEEN THE DIFFERENT RESPONSIBLE TRADES. 14) ALL FIRE ALARM Sc DETECTION AND POWER WIRING SHALL BE ACCOMPLISHED BY A LICENSED ELECTRICAL CONTRACTOR. COOR- -DINATE ALL FIRE ALARM, DETECTION, AND ELECTRICAL WITH THE ELECTRICAL CONTRACTOR AND ENSURE PROPER INSTALLATION. W 15 PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK OR OBSTRUCTIONS 4 FEET OR WIDER. 16 SPRINKLERS ARE TO BE LOCATED IN THE CENTER OF TILES IN ALL AREAS WITH ACOUSTICAL CEILING TILES WHERE PRACTICAL. 11( 17 PROVIDE HYDRAULIC DESIGN INFORMATION SIGNS SIGNS AT EACH SYSTEM RISER. 18 PROVIDE A STOCK OF SPARE SPRINKLERS AND HEAD WRENCH(ES) IN A MOUNTED CABINET AS REQUIRED. 19 SYSTEM(S) SHALL BE HYDROSTATICALLY TESTED ACCORDING TO NFPA 13 AT 200 PSI FOE A MINIMUM OF 2 HOURS OR 50 PSI ABOVE THE SYSTEM WORKING PRESSURE IF THE SYSTEM WORKING PRESSURE EXCEEDS 150 PSI. 20) HEAT, HEATED ENCLOSURE(S) INSULATION, HEAT TRACING, ETC ARE EXCLUDED FOR ANY PORTION OF THE SYSTEM UNDER THIS PORTION OF THE PROJECT, UNLESS NOTED OTHERWISE. 21) PAINTING, PAINT PREPARATION, ETC. FOR ANY PORTION OF THE SYSTEM IS EXCLUDED, UNLESS NOTED OTHERWISE. 22) CUTTING OR PATCHING CEILING/SOFFITS ARE EXCLUDED UNLESS NOTED OTHERWISE. \ \ APPLICABLE CODESNNFPA 13 2013 m , STANDARD FOR THE INSTALLATION SYSTEMS NFPA 24 2013, STANDARD FOR THE FPA 25 (2014). STANDARD FOR THE INSPECTIOION OF PRIVATE FIRE SERVICE N, TESTING. ANDERMAINTENANCE MAINS WATER—BASEDAPPURTENANCES. PROTECTION SYSTEMS. \.. ,,-/' i i 11 NFPA 70 ((2014)), NATIONAL ELECTRICAL CODE. NFPA 72 2014, NATIONAL FIRE ALARM CODE ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. W Q LLI MAXIMUM DISTANCE BETWEEN HANGERS n NOMINAL PIPE SIZE (IN.) 3/4" 1" 1+/a " 1+/2" 2" 2+/z" 3" 3+/z" 4" 5" 6" 8" STEEL PIPE(EXCEPT THRD.UGH1WALL) N/A 12'—O" 12-0" 15'-0' 15'—O' 15'-0' 15'-0" 15'-0" 15'-0" 15'-0' 15'—O' 15'-0' THREADED UGH1WALL STEEL PIPE N/A 12'-0" 12'-0" 12'-0' 12'-0' 12'-0" 12'-0" N/A N/A N155/".A-0' /A N/A N/A COPPER TUBE 8'—O" 8'-0" 10'-0" 10'-0' 12'-0' 12'-0" 12'-0' 15'-0" 15'-0" 15'-0" 15'—O' 15'-0` • CPUC 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" 9'—O" 10'-0" N/A N/A N/A N/A N/A O 7' NOTE:ALL HANGERS SHOWN ON THE DRAWINGS)ARE DIAGRAMMATIC ONLY HANGERS ARE TO BE INSTALLED AS PER THE SCHEDULE ABOVE ' FIRE SPRINKLER MATERIALS - BRANCH LINES ABOVE GROUND PIPE & FITTINGS: • \ D D \ 1 -2" PIPING (THREADED): BLACK STEEL, SCHEDULE 40, ASTM A135 OR A795 ' 1-1/4" — 4" (GROOVED, WELDED) BLACK STEEL, HIGH STRENGTH THINWALL, ASTM A795 1-1/4" __F 8" (GROOVED, WELDED) BLACK STEEL, SCHEDULE 10, ASTM A135 OR A795 1" — 2" FITTINGS THREADED DUCTILE IRON, ASME/ANSI B16.3 Id III ILIJ - 1" — 2" FITTINGS (THREADED) CAST IRON, CLASS 125, ASME B 16.4 A I2 1-1/4" — 8" FITTINGS (GROOVED) DUCTILE IRON, ASTM A-536 \ / \ / UNDERGROUND PIPE & FITTINGS: Ill LOO 4"-12" PIPING: CEMENT—LINED DUCTILE IRON, CL52, PRESSURE CLASS 350, AWWA C104 0 0 AWWA C900 PVC (DR-14) < 4" — 12" FITTINGS: DUCTILE IRON MECHANICAL JOINT TYPE, ANSI/AWWA C153/A21.53 ( /1 LLJ C-) RESTRAIN PER LOCAL CODE l/ l W Q \ -----\ PIPE AND FITTINGS - MAINS Id X o > o PIPE TYPE PIPE SIZE PER NFPA 13 (2002) END PREP FITTING TYPES 4" & LARGER SCH 40 BS ROLL WELDED VICTAULIC Id SCH 10 BS GROVE GROVE O LET(GOL)WLD STYLE GROVE ROLL FITTINGS 3" TO 2" SCH 40 BS GROVEVICT GROVES 0-DLET(GOL) STYLEA GROVE SCH 10 BS PIPE-O-LET(POL) FITTINGS THREADED SCREWED 2" TO 1" SCH 40 BS CAST IRON DATE: 7-6-2018 DRAWN BY: STAFF s p H \ D C.:---'....\\- -/ I D r_ ___ ..,. .., A 0 \ s SHEET 1 OF 7 V \ SHEET NUMBER: \/ D 0 0 ' s . \ . s 0 ---) DRAW \ G Bv ,._., 0 ,< h0 \ Vo � \ \ h LL" "Ig ALS \ FOHVATO \ FHOV \ THHVOJ \ TA \ FHH &Wt. .. � � C �, RT" HS ., CIF P4/e WI N'Aboo IP- A ail Fii e&Emergency Services '8I15P8 CONCRETE 0CVU WALL AHJ APPROVAL MAX. 24" STEEL PIPE FS 1900 CAULK INTO ANNULAR 1 /4 THICK. 1Mc I ��� 0;- \ \ Ra ,,- m _or g. 4 111 S i 100 W fw i \OTE: Use Hancer ANNULAR SPACE — MIN. 3/4" / ;; rel ac O/ TO MAX. 2- 1 /2 MINERAL WOOL (4pcf) COMPRESSED .c— INTO ANNULAR TO A MIN. OF 2- 1 /2" U THICK LEAVING DOOM F0SEALANT ON // BOTH SIDES OF THE WALL. Qer . 0 co0 TYPICAL HANGER STS \ HTHAT O \ \ CO \ CHHTH WALLQN ® SCALE TYPICAL HANGER (— ocl0 CU'71- 1 0 0 NO SCALE 3 HOU n .ATED WALL o 7. 1 -- All Thread od 1 -- Pipe (Lencth = A + 6") METALLIC PIPI \C THOUGH CO\CETE WALLS m / 0 z 1 -- zinc 2 -- 3/8" To :eam Clam USI \G FLAME SAFE FS1900 CAULK 6 Q a) 0 o Top p SYSTEly : C - 3J - 1035W 0 � APPROVED EQUAL W f �, 1 -- Top 3eam Clamp 2 -- 3/8" x 4" All Thread hod 0 LL 3 -- zinc I i I 7//////////////////// 0 F OVV E\ D OF 01 I I\ (' � w BSA \ CHL \ E ITh � n- 1 " GLOBE VALVE O m 1 " PLUG SVOOT– BOE - COOS O\ SES STA\ T OUTLET G V \ G FLOW ' '''''1-.1.7---- --- --..I ii......11. -- -- --'"IIIIIII.....".-.I I---.1..I 1 1 I-I I I b'.-. ..I-I.--I--1-:.-.11..11.-1-.1.---1 -------—-. v ' EQU VALE\ T TO O\ E w —''sc EA �o SPE \ KLEE Q flowli1 U \ O\ W/2/ 21 /2 � ESRCT- D - — 0 " - – >/ , , / / 1 \ I L 1 O E CE X150 GALV. z i ELBOW > i Il \ote: To minimize condensation of water in the crop to the test Finishec SurfCCe connection, provide a nipple–up W 1e–u pp p off of the branchline. DAY TEST CO\ \ ECTIO\ (PE \ FPA 13) • o I I 2 ' r O VAX VJV RECESS • Cl) W 0 wQ • W o > Id V Q\ OTH : CO \ CHALHD S \ LHH VA BH JSHD Id DATE: 7-5-2018 DRAWN BY: STAFF SHEET 2 OF 7 SHEET NUMBER: S OP DRAW \ S B " JO \ I . KH \ \ HLL di \ DF - VE 4 . # / 4011S 1 1 ALL \ EOR JAT O HHOV \ HHIO \ TA \ H RE (Sc SHCHT i.,;4%tfilipL4F go 4.11. e X1717 Vail Fire&Emergency Services 08/15/18 AHJ APPROVAL l^ O M4+ Y %In t Ou © cn MEI Q'YC a _E U E > +J Q o aD O L— " N Do CO co O O C o0 CD Q� o 00 \ OTE: AEE ATH FLOW \ F0MAT0 \ B" J COSS7EOE VER A\ \TERM0 \TA \ 0 \ 6-29 -2018 UNDERGROUND LEGENDI O ® SAAR RISER LOCATION m U !LLll -04ivD0- _BACKFLOW PREVENTER Z (I) Z 1,4' _E S&Y 0 < OL 0 L H ROADWAY VALVE W/TAPPING TEE (r) Q o CI TIRE DEPARTMENT CONNECTION I Li n 0 — ND D _ALARM BELL CI I _IIYDRAULIC REFERENCE POINT \ / 19f TEST HYDRANT LOCATION I I BBOR V/ ID.,-ID., _EXISTING RISER LOCATION W 7 CAP \ / ,:4 PLUG /'' -0 FIRE HYDRANT ® 1 `� NEW FIRE UNE VZ EXISTING FIRE LINE 'j / O • DEMOLISH EXISTING FIRE LINE 28 o ///, SHADED AREA NOT IN SCOPE OF WORK O 4 o O 401, O �{ FDC ° ° 3'' � 0 33, UP TO FIRST FL�OR O �i 0 o (f) ' /_ w .. 0 ° ` ® n, ... EXISTING ....._ . .:..•..2....:,v.:..w...- -. Qo BUILDING ° ° 7 / O AREA 123' APPROXI >1171 I Q FROM THIS WALL TO RESTAURANT UI H- APROX 120' OF EXST \C 6" DP ATH MA \ 0 P0 \T OF C0 \ \ ECT0\ / �/ E VEA0 VE s 0 TEST HOSE 12" _,Th ,CT - ATiR MAI\ p ; - W I-II' FLOW TEST FL0 HVA\Tid �� CI 2 DRESS� �E -Y��A\T STATIC 135 RESIDUAL 49.46 I \OTE: T- E 0C \AL FL0 TEST WAS HATE_1 - rY o FLOW 1GPM D _ T- - VA L FO �I U EA AS G V E\ CAME 0 PITOT 18 PSI DATE: 06/29/2018 O W U TIME: NOT GIVEN BY J GOSS (MERIDIAN I) n J 20 PSI © GPM ___J LL I Q 111 o > i/ X Q Id DATE: 7-6-2018 DRAWN BY: STAFF SHEET 3 OF 7 Cr FRE E PROTECTION PLAN SITE PLAN SHEET NUMBER: SCALE: NTS S OP DRAW \ C B " u 0 \ V ° /KH \ \ H L" a \ Ch L 4 / 46 . - ' 7 w4 ALL \ HOHVA 0HHOJ \ - RVO �, \ TA \ H R - & SHCHT" 1 * 2 ° CIF I/4/ ail Fire&Emergency Services 8115118 AHJ APPROVAL 110 UPPER LEVEL O 130'-0" 110 am 0 • 4111 � LL LIVING LEVEL 121'-0" ci 0 E co Q o 00 o 0 _ >MEE I I U 00 ao L (1-) 0 CO r n O MEE < ENTRY cr_ V J Q o mu 107'-0" Jc" 8 0) co p U U U Z a z c� Q Q0I Un n Q o w I I i-) FRE PROTECTION PLAN FRONT ELEVATION 1 /8" = 1 '-0" SCALE: 1/8" = i '-o" SCALE: 0 2' 4' 8' 16' 24' V 0 n7 m jik UPPER LEVEL 130'-0" W Lh n LIVING LEVEL 121'-0" 0 .41 LkENTRY a C 107'-0" 1 1 1 C CO 12 • 0 < o W O W • III o > SA O X .. FIRE PROTECTION PLAN SIDE ELEVATION SCALE: 1/8" = 1 '-0" SCALE: 1 /8" = 1 '-0" 0 2' 4' 8' 16' 24' DATE: 7-6-2018 DRAWN BY: STAFF SHEET 4 OF 7 SHEET NUMBER: S OP DRAW \ G E3 ' JO \ V . 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' , , , ,/ „ , A I I . 1 , , w Q 1 , . ,„,,,,, ,,,,i,,, Id 0 id O O n , d _ DATE: 7-6-2018 DRAWN BY: STAFF SHEET 5 OF 7 © FRE PROTECTION PLAN BASEMENT LEVEL SHEET NUMBER: SCALE: 1/16” = 1 '—O" SCALE: 1 /1 6" = 1 '-0" N. S OP DRAW \ G 8 \/ u0 \ � �/ ° h \ \ h 0 4' 8' 16' 32' 48' i . ,' i 7 ALL \ HOPIATO \ H \ HHV0 \ TA \ H Rh & SCbHT" ' . 4 tbliti OF go 1330 rP, Vail Fire&Emergency Services I 08/15/18 AHJ APPROVAL — - If 112 S u OM 0cn 41 , 0 402" 1 * ,, ° aM ce a c +J E > co +J Ooo 0 N co co ;T O o0 U) I beit p4 I .E co L0 , 4 OJ CD / 4' , IIU Q O 0 : C\i/ 0 / ' i ° o 411: inw 4 /* / 1417!1 A LLI &/ J .. 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