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HomeMy WebLinkAbout7050 Gall Blvd (121)0-1 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N i I ■ M 1 ■ I L ■ K ■ J ■ H 1 I ■ 1 G I I ■ I F ■ E ■ D 1 ai ■ I Y I NrN LL H C a w oc U_ c I � � o ■ w a. m N 0) � B Ln T 0 J N ac ■ to U N CL U r I� M 'Ic N A Q M coN O ti c 7 U L m a 0 r� -�- 1 ■ 2 ■ ° 4 < 4 a ° a a 4 ° 4 Q 4 d a 4 ° a 4 CONCRETE FASTENER (U.L. LISTED OR F.M. APPROVED) BRANCH LINE ALL THREAD ROD V NIPPLE 1" 900 ELL - 1" 900 ELL 1"DROP REDUCER CEILING PIPE HANGER RING (U.L. LISTED OR F.M. APPROVED) SPRINKLER HEAD SWING JOINT qR HANGER -CONCRETE No Scale No Scale System No. W-L-1001 (Formerly System No. 147) F Rating-1, 2, 3 and 4 Hr (See Items 2 and 3) TOP BEAM CLAMP T Ratings--0, 1, 2, 3, and 4 Hr (See Items 2 and 3) (UL LISTED OR FM APPROVED) L Rating at t--less than 1 CFM/sq ft L Rating At 400 F--le _q khan 1 CFM/sq ft 1A ALL THREAD ROD LZI O PIPE HANGER RING (UL LISTED OR FM APPROVED) QAA 2 1B SECTION A -A 1. Wall Assembly --The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: HANGER - STEEL A. Studs --Wall framing may consist of either wood studs (max 2 h fire No Scale rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Wallboard, Gypsum *--Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit--Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F Rating 1"90• ELL 1"900 ELL of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in .calls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Material*--Caulk--Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeterBRANCH LINE of pipe or conduit at its egress from the wall. Caulk installed symmetrically 1x1l2 REDUCER on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it 1" DROP is installed, as shown in the following table. The hourly T Rating of the i CEILING firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max pipe Annular F T or Conduit Space Rating Rating Diam In. In. Hr. Hr. 1 3 to 3/16 1 or 2 0+, 1 or 2 1 1/4to112 3or4 3or4 4 0 to 1-112 1 or 2 0 SPRINKLER HEAD 6 1 /4 to 1/2 3 or 4 0 12 3/16 to 3/8 1 or 2 0 +When copper is used, T Rating is Oh. Minnesota Mining & Mfg. Co. --Types FB-2000, FB-2000+. *Bearing the UL Classification Marking WALL - DRYWALL - PIPE-1/2/3/4 HR 5 RETURN BEND 3 System No. W-L-1001 -No Scale 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 SYMBOL DESCRIPTION 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES. oE OR oa - CONTROL VALVE w/TAMPER SWITCH 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. - U/G GATE VALVE 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE n - FIRE VALVE CABINET ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. - NEW SPRINKLER PIPING 4. PIPE ROUTING SHOWN; IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER - - EXISTING SPRINKLER PIPING INSTALLATION AND COORDINATION WITH OTHER TRADES. -------- - DEMOLISHED SPRINKLER PIPING 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 2112" - PIPE SIZE 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. 2112" - PIPE SIZE AND LENGTH 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING 3-0 FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. -CONTROL VALVE W/ TAMPER SWITCH 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS REQUIRED. -0-4 - 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN 9. SPRINKLERS IN ARIE-A0 WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT - HYDRAULIC REMOTE AREA MAKES THE JOIST SO' ID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE I IRE PROOFING. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND �- -KEYNOTE FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING 'DF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS ® - HYDRAULIC REFERENCE NODE FOR FINAL FINISHES, 11. PROVIDE ACCESS PAiNIELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. A# - REVISION REFERENCE e CONNECT TO 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. - Q - DEMO TO 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. -, A�' F�O�� 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. .......... 15. PROVIDE SPRINKLER ;UARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7-0" ABOVE THE FLOOR. a) THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. 9.2.3.5.2 THAT PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE b) THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION; THE ALL ARM-OVERS OVEF, 12". FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2014 EDITION AND ALL 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS c) AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NOTE LOCATED ON THE CONTRACT DOCUMENTS. NO ADDITIONAL COST. d) THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200°F LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT SPRINKLERS PER NFPA 13. DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. 19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. e) SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. 20. PROVIDE A TEMPORA.I -Y STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS f) THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM DURING CONSTRUCTION. HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS).------------------------------------ g) ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE THE ALARM CIRCUIT. - h) THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BYACHA FOR MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61 G15-32.003 AND-32.004. TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. ENTIRE BUILDING (EXCEPT AS NOTED): i) ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER OCCUPANCY CLASSIFICATION: LIGHT HAZARD PURVEYORS REQUIREMENTS. SYSTEM TYPE: WET PIPE DESIGN DENSITY: .10 GPM/SQ. FT. j) ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE HYDRAULIC REMOTE AREA: 1,500 SQ. FT. PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. SPRINKLER ORIFICE SIZE: 1/2" LISTED AND FM APPROVED. DURATION OF SUPPLY: 30 MIN. MAXIMUM COVERAGE/SPRINKLER HEAD. 225 SQ. FT. ............. - ..,: �t ��R������ HOSE STREAM ALLr�WANCE• 100 GPM UNLESS OTHERWISE NOTED ALL STORAGE MECHANICAL AND ELECTRICAL ROOMS: . ....... ............. ....... - --------------------- -------------- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I SYSTEM TYPE: WET PIPE DESIGN DENSITY: THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE_ WITH NFPA HYDRAULIC REMOTE AREA: 1,500 SQ. FT. SPRINKLER ORIFI(`E SIZE: 1/2" 13-2010, FLORIDA ADMINISTRATIVE CODE 61G15-32, AND THE STATE OF FLORIDA AGENCY FOR DURATION OF SUPPLY: 60-90 MIN. HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT. 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY AHCA HOSE STREAM ALLOWANCE: 250 GPM FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND ARE THE COMPLETE DESIGN CRITERIA: ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND -, 32.004. DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE. CIITY OF .E.EPHYRHILLS 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2010 EDITION PUN EXAMINER o. AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED USE AND 2. NFPA 14, INSTALLATIONS OF STANDPIPES AND HOSE SYSTEMS, 2010 EDITION PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE CODE 61G15- 3. NFPA 20, INSTALLATION OF CENTRIFUGAL FIRE PUMPS, 2010 EDITION 32.003 (8) AND AS OUTLINED IN NFPA 13 - 22.1 AS PRELIMINARY PLANS TO PROVIDE A CLEAR 4. NFPA 24, PRIVATE FIRESERVICE MAINS AND THEIR APPURTENANCES, 2010 EDITION REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN CONCEPT, THE 5. FLORIDA FIRE PREVENTION CODE, 2014 EDITION PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. FIRE SPRINKLER: 3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61 G15-32.004 (4), INSOFAR AS ADDITIONAL THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 22, OF NFPA 13 - INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, TLC IS 2010 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'S RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- CONTRACTOR AS FOLLOWS: STANDPIPE DESIGN CRITERIA: SHALL COr,jPLY WITH A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITHTHE FIRE ALL WORK HYDRAULIC DESIGN CRITERIA: AUTOMATIC WET (CLASS 3) PREVAILING CrJi3ES PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR WORKING FLORIDA BUILDING CODE. PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.002 STANDPIPE HYDRAULIC DESIGN CRITERIA: NATIONAL ELECTRIC CoUl,- A' � AND NFPA 13 CHAPTER 22 FOR TLC REVIEW. �y of Z>~PHYRHILLS OR , HYDRAULIC CALCULATIONS AND PIPE SIZES FOR EACH STANDPIPE SHACL�- BE BASED ON PROVIDING B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE WITH 250 GPM AT THE HYDRAULICALLY MOST REMOTE TWO HOSE CONNECTIONS ON THE MOST REMOTE THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G15 AND NFPA 13. STANDPIPE AND 250 GPM FROM THE MOST REMOTE HOSE CONNECTION ON EACH ADDITIONAL STANDPIPE AT A MINIMUM RESIDUAL PRESSURE OF 100 PSI AT THE HOSE VALVE OUTLET. C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION SUB- WATER SUPPLY DATA: CONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL ENGINEERING FEES REQUIRED TO THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE REVISE THE ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S. REQUIRED FOR HYDRAULIC CALCULATIONS. D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS. THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION SHEET I DESCRIPTION ISSUED AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS INSTALLED, FP001 GENERAL FIRE PROTECTION INFORMATION Yes CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE SPRINKLER FP111 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF CONNECTING THE FP112 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE OWNER PRIOR TO SHUT FP121 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 1 Yes DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING. FP122 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes FP21 1 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 1 Yes TEMPORARY FIRE PROTECTION: PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES FP212 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 2 Yes CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL FP221 FIRE PROTECTION PLAN -LEVEL 2 -AREA 1 Yes PHASES. FP222 FIRE PROTECTION PLAN -LEVEL 2 -AREA 2 Yes ­--------­-------- -------_---------------- ...............������T� F��� �A------------------- ................ ----------­- - --- - - - ------_------_---F11................ FP301 FIRE PROTECTION RISER DIAGRAM Yes STATIC PRESSURE: 40 PSI FLOW: 1508 GPM DATE: 01/14/2015 RESIDUAL PRESSURE: 30 PSI LOCATION: 7050 GALL BOULEVARD TEST CONDUCTED BY: CINTAS FIRE PROTECTION SYMBOL ORIFICE TEMP RESPONSE K-FACTOR FINISH MODEL STYLE PLATE MFG po 1/2" 155' F QUICK 5.6 BRASS G5-56 CONCEALED WHITE RELIABLE 1/2" 200° F QUICK 5.6 BRASS F1 FIR HORIZONTAL SIDEWALL HEAD GUARD RELIABLE 1/2" 1550 F - -- -- EXISTING PENDENT - EXISTING 0 1/2" 155° F QUICK 5.6 BRASS F1 FR UPRIGHT HEAD GUARD RELIABLE 212' 1/2" 2120 F QUICK 5.6 BRASS F1 FR UPRIGHT HEAD GUARD RELIABLE R ■ P / ■ �j"V 0 ■ k N ■ M ■ L ■ K ■ J 4; ■ H 255 S. Orange Avenue EW Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ■ ENGINEERING Fax: 407-540-0234 FOR CRCOITECTORE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. G Florida License #71576 0 1 6 A� • OF .•w E® F C' •• n ®�4414 /DNA1-li o i ■ Florida Hospital zephyrhills E ED EXPANSION & ORTHO RENOVATION ■ D Hunton •� ■ A R C H I T E C T S DATE SUBMISSION NO. C 04.15.16 CONSTRUCTION DOCUMENTS ■ B ■ GENERAL FIRE PROTECTION INFORMATION E PROD. NO. H-15021.00 SHEET A DRAWN J1-1- EPoo1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 1 0 2 m 3 0 4 0 5 0 6 111 7 0 8 0 9 m 10 0 11 0 12 0 13 11111111 14 0 15 0 16 0 17 1111111 18 1111111 19 0 20 R P 0 N m L K H G F E D y y C 2- .0 y 00 m B 0 _j (D 0) 7� m A N C?) a 04 �?5 rl- 1 1/8" = I V-0111 6 04-_ Aa 0 1� D 0' 5. 16. ........... ........... ... . ............... .. . . . .......... ........ ------- - .... ........ . ... . M TRAUMA 1140 .1 D1) ........... EX EXAM I TLT ARr)IAC 5 I-Q ------ OFFICE 4— ly 47�4 ---------- GA - - ---- LL;71 - -------------- /I -FICE .7 -T,: F. E. - — -- - - ------ FEC---------- ------ --- — ------ 0 R R - --- - ---- - ----- r �n_ ...... .. .. .......... ............ - — — — — — — — — — AHE P - ---- ---- WAv 01 4 FEXAI CART SOIL 0 17-11k, I C E NUR6E ;XAM 6 0 R TAT, ON IR --- ------- - -- ------------ - - - ----------- -- -------- L 0 F� I IE. E m ------- TAM INATIPN XA D CON X A W-LCKR5 ----- ------- L CORR n, - ----- -- - ------ -------- ------ 110 3 SHOWER < =XAMI 11/2" �F r + L 'AM r TIRANS ITIQN R 0 0 EXAI I L F L 11/4" 11/0 Li A M -- ---------- L 21 2 T Iz XAM, I T TLT % NUR6c_ A' CY TLT vT' -------------- --------------------_--- ------------ CORR 4 11/4" -------------- E XAMI 11/4" 11/2" ----- ----- F _j ki IF —OIL EXAM E;-,<AM E A M H 0 L D RE$ULT 13 OF c- 26 FE --------- 914 40 L ---------- -- ----- WAITING' l> _W, kir 7�_ ---------- r_TI F - --- - - - - - - - - 7 7 - - - - U RM, W-TI MIZDS E AN -X 6TATION CORR ELE �111 0 1 D, L --------- 2a . ....... .. - ------ ------- --- - --- --- --- - - - __ LIJ A IT 11/21, 5 .. ... ... .. ---------- - - - - - - - - - - 7 - - - - - - - - - NURSE ELEV RN PLEY STATION 3 R 30 FP C I A G H 0 M� r M-%T $TG ---------- ---- --- L --- --- --- --- ------------- RIAGE - - - ---------------------- 1/4" 1/2" CORNR L 1 1/4" 1 A - - 4REET 5 04 Q IN I N 3� 1112" 11/2" 1 all 1 4" ROOM - -------------- - - - - - - - - - 11/4" 33 32 31 WA I T ING ------ ----- - - - ----------- \./E$TIP.5-UI E r --- ------ - L .... ....... T- .... .... .. . . . -- ----- -- .... jib 0 0 --- - ----- - -- C 0 NE RiE N C 58 R V L7 0 L . ..... .. .. Jill UT OFF C L H 5 R 04 'ORR STAIR U R1 CIE FT 1 2 1/2"1/ W 2 1/2" 04 2 112" 1/2" t", 11/4 2T" 11/2 L -=a= =V 4m m T, - - -------- ----- -- - - ------- _Q + 5 J=7 il/2" itoihvt - - - - t-TATION �CTOI "CORR CORR C f + ------------- -- --- ---- --- - -------------- 7 t_j L L OW Ry RE G n T L 71 L 5-TLT TT TI SUPPLY rL 1 112" ROOM 21/2' 8CAN FUTURE 04 �71 4" CT 5CAN D D Oe01 H /61 & jo 4T 11/4 It V It 5 A L - ------- -- L - - - - - --------- - - jil DD.- 7 5 C-4 III 05 'FR4 5 r - F. E�, C. 4" CORR 7) " I - q t_ 1 11 - - - - - - - - - - L, 4 /0 1 3- 1" 0 /4 1" X�! "A-112", _/ - - - - - - - 7 CORR (D/ 0B6ERV -A I -05JE _01 -------- cc . 1 - I 1-4-C — 055�RY E A N' T !1 j!j 11 E 03 UP n- Q PlT21L 'gal L 2112- ALCOVE RAD TLT, T If Jj L_ 11/4" E_ 2, VZ C,f 4 - --- ------ ---------- P CHO N, 5 j I I i RAP C14 L ................ ......... . ............ - PIZ 0 1 13 .9 0. 0j j FIRE PROTECTION DEMO PLAN - 1ST LEVEL - PHASE 1 t, 11,� - �, � I FIRE PROTECTION KEYNOTES I EXISTING SPRINKLER CONTROL VALVE WITH TAMPER AND FLOW SWITCH. 2 EXISTING STANDPIPE WITH 2-1/2" FDV. 3 EXISTING CONTROL VALVE WITH TAMPER SWITCH. 4 SPRINKLER IN ELEVATOR PIT. 5 REMOVE EXISTING PIPING AND PLUG OUTLET. TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL TRU TION FOR ALL PHASES. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E NGINEE mr, Fax: 407-540-0234 rORARCNITECTNRE www.tic-engineers.com @Copyright2016 TLC Engineering for Architecture, Inc. COA15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 ItIJIM61j, k-EE """ Jo �,-& Xy V INo 57 S OF ..0 F life Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION a Hunton m A R C H I T E C T S DATE SUBMISSION 0415J(o CONSTRUCTION DOCUMENTS FIRE PROTECTION DEMOLITION PLAN - LEVEL I - PHFAVWQE 1 PROJ. NO. H-15021,00 SHEET DRAWN JILL 1FP11 R P 0 N m L K H G F E D C B 0 A 2 0 3 1111111 4 5 6 0 7 8 9 10 0 11 12 0 13 14 0 15 11111111 16 m 17 11111111 18 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407.) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 F ■ a F ■ C ■ N ■ M A L ■ K a ■ J ■ H ■ G ■ F ■ E ■ D m Y 7 N ■ 1 U Rf O r tY H C a. W U- b o ■ w s a m N 2 0o v B LID r U J N C.0 U r CD 'N U O N A Q � r o m � a _ U ` a- 0 — IV . 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntcnbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 1R ■ �a �n 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D m Y Y fU Co r Y 1 C JJ Y i b c Y L a. V i �o n B r r_ O J N Y_ ■ J a Co A N CM Q0 O N r~ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ $ ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D m Y N • Y V (0 r C a w w U- b o ■ w a m N 2 LL 00 v B Ln T r O J w N U Z> a rn 0 A N M to r O N V • t ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www,huntonbrady.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D m Y m • Y U fi3 (O T H Of C d w LL b rr o ■ w s Q. m N 2 LL Co v B LO T T U J N U d 00 N c6 A Co ILZ N 0 r U Cn Q 0 I I'� `� • b • • ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 i- 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D Y D Y C l .0 d Y t� c a a� v L i )o n B r r U O J r N Y_ ■ J a N A N M 0 N 1 1 /8" =1 1 -0" i FIRE PROTECTION PLAN - 2ND LEVEL - AREA 1 3.01 01 11 TO ® FIRE PROTECTION KEYNOTES 1 SPRINKLERS IN THE TOP OF THE ELEVATOR SHAFT. 2 CONNECT TO EXISTING SPRINKLER PIPING. 3 EXISTING SPRINKLER TO REMAIN IN THIS AREA. 4 REMOVE EXISTING SPRINKLER AND ARM -OVER TO NEW SPRINKLERS) LOCATION. TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G I N E E R I N e Fax: 407-540-0234 FOR ARCNITECT®RE www.tic-engineers.com oCopynght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 ®®`1111161iii, %_EE ��® .•��, ®fir,., ® -.. < og gip`• ,� a STATE OF ,- if Iits Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION • Brady 04J5.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I FIRE PROTECTION PLAN - LEVEL 2 - AREA 1 PROJ. NO. 14-15027.00 SHEET DRAWN JLL FP221 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 FIRE PROTECTION KEYNOTES 1 RECESSED FIRE VALVE CABINET (FVC)18x1$x8 FOR 2-112" FDV R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ll 7 U ■ :a _D C C C L L C L r L c a m L p d B n r (r_p U O Y_ ■ J co 1P cD A N co N 1 FIRE PROTECTION PLAN - 2ND LEVEL - AREA 2 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 2 6" DN RE -CONNECT TO EXISTING 6" ON FIRST FLOOR. 3 EXISTING FVC. R 4 1-114" DRAIN LINE. 5 2-112" FLOOR CONTROL VALVE W/ TAMPER AND FLOW SWITCH 6 CONNECT TO EXISTING SPRINKLER PIPING. 7 EXISTING SPRINKLER TO REMAIN IN THIS AREA. ■ P TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. ■ O ■ N ■ M ■ L ■ K ■ J ■ H ONION 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ■ E N 61 N E E R I N 6 Fax: 407-540-0234 FOR ARCOITECTORE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. G Florida License #71576 &wee 4® ® ®RO e x E OF 4' .ate F � RA9 w ■ Florida Hospital ZZephyrhills E ED EXPANSION & ORTHO RENOVATION D Hunton . .� �► ■ A R C H I T E C T S DATE SUBMISSION NO. C 04J5J& CONSTRUCTION DOCUMENTS 05.10J& ADDENDUM N0, 1 1 ■ B W = ■ w o FIRE PROTECTION PLAN - LEVEL Z 2 -AREA 2 PROJ. NO. 14-15021.00 SHEET A DRAWN JLL FF3222 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 REMOTE AREA SECOND FLOOR OCCUPANCY CLASSIFICATION LIGHT HAZARD DENSITY .1/900 SQ.FT. TOTAL HOSE STREAMS 100 GPM TOTAL HEADS FLOWING 11 K-FACTOR 5.6 BASE of RISER (gpm) FP BASE RISER - GPM GPM BASE of RISER (psi) 20 PSI SAFETY MARGIN (psi) 62.8 PSI _­1 RELIABLE F1 FR56 RELIABLE G5-56 STANDARD COVERAGE STANDARD COVERAGE QUICK RESPONSE UPRIGHT QUICK RESPONSE PENDENT (NO ESCUTCHEON) (CONCEALED ESCUTCHEON) SIN# RA1425 SIN# RA3415 FIRE SPRINKLER HEAD DETAIL N.T.S. RELIABLE F1 FR56 STANDARD COVERAGE QUICK RESPONSE HORIZONTAL SIDEWALL (NO ESCUTCHEON) SIN# RA1435 SPRINKLER LEGEND SYMBOL COUNT K- FACTO R SIN # DESCRIPTION 0 9 5.6 RA1425 RELIABLE BRASS UPRIGT FIRE SPRINKLER HEAD 155° OR 212' ® 262 5.6 RA3415 RELIABLE WHITE CONCEALED PENDENT FIRE SPRINKLER HEAD 155° a 1 5.6 RA1435 RELIABLE BRASS SIDEWALL FIRE SPRINKLER HEAD 200` TOTAL HEAD COUNT - 272 BASIC PIPE AND FITTING MATERIAL REQUIREMENTS: MINIMUM PIPE SCHEDULE FOR WELD/GROOVED/PLAIN MISCELLANEOUS MATERIAL REQUIREMENTS: END PIPING: ❑ SCH. 7 (DYNAFLOW, ETC.) [vrBLACK STEEL PIPE ❑ DOMESTIC MATERIAL ONLY E'SCH. 10 ❑ GALVANIZED PIPE [DOMESTIC OR FOREIGN MATERIAL ACCEPTABLE ❑ SCH. 40 ❑ "SEAMLESS" ErMATERIAL TO MEET THE MINIMUM REQUIREMENTS OF NFPA 13 ❑ SCH. 80 ❑ SHOP PAINTED [MATERIAL TO BE UL LISTED AT A MINIMUM ❑ CPVC ❑ MATERIAL TO BE UL LISTED & FM APPROVED ❑ DRAIN PIPE & FITTINGS TO BE "GALVANIZED" MINIMUM PIPE SCHEDULE FOR THREADED PIPING: ❑ GALVANIZED PIPE & FITTINGS REQUIRED FOR EXTERIOR WALL PENETRATIONS & EXTERIOR PIPING RUNS. ❑ "THREADABLE" LIGHTWALL EeBLACK STEEL PIPE HANGER MATERIAL Ej�SCH. 40 ❑ GALVANIZED PIPE ❑ SCH. 80 ❑ "SEAMLESS" STANDARD LOOP HANGER RINGS ❑ _________ ❑ SHOP PAINTED ❑ CLEVIS HANGERS REQUIRED ❑ ALL THREAD ROD TO 'BLACK' EeALL THREAD ROD TO BE 'CAD PLATED' FITTINGS UTILIZED ON THIS PROJECT: ❑ "STAINLESS" HANGER MATERIAL REQUIRED ❑ GROOVED (STANDARD TAKEOUT) ❑ C.I. SCREWED ❑ GROOVED (SHORT RADIUS) [�rD.I. SCREWED ❑ GROOVED COUPLINGS (RIGID) ❑ M.I. SCREWED (BILK) ❑ GROOVED COUPLINGS (FLEXIBLE) ❑ M.I. SCREWED (GALV) ❑ WELDED OUTLETS ❑ FLANGED 125# E�MECHANICAL TEES ❑ FLANGED 250# * = SEE MISCELLANEOUS NOTES ❑ CPVC "DROP -IN" TYPE ANCHOR IN CLEANLY -DRILLED HOLE (HILTI HDI OR UL LISTED EQUIVALENT) HILTI SIZES LISTED BELOW SWIVEL ;ER ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" PIPE SUPPORT - TYPE C01 DROP -IN ANCHOR W/ RING HANGER STEEL BAR JOIST CAD PLATED FERROUS ALL -THREAD ROD SEE MINIMUM SIZE REQUIREMENTS BELOW NOTE: BULK HANGER MATERIAL HAS BEEN SENT TO THE JOBSITE. FIELD CUT HANGERS AS NECESSARY. PIPE ALL THREAD ROD SIZES PIPE SIZES 1" - 4" -- ROD SIZE = 3/8" PIPE SIZES 5" - 8" -- ROD SIZE = 1/2" PIPE SUPPORT - TYPE S01 TOP BEAM CLAMP W/ RING HANGER SAMMY SUPER SCREW FOR 1/4" PRE -DRILLED CONCRETE, CST 20 (FM HOLE IN CONCRETE APPROVED FOR PIPE SIZES UP TO 4") NOTE: BULK HANGER MATERIAL HAS BEEN SENT TO THE JOBSITE. FIELD CUT HANGERS AS NECESSARY. \3/8" CAD PLATED FERROUS ATR UL LISTED SWIVEL RING HANGER PIPE PIPE SUPPORT SAMMY SUPER SCREW FOR CONCRETE W/ RING HANGER HANGER DETAIL N.T.S. GENERAL NOTES SCOPE OF WORK: TO DESIGN AND RETROFIT THE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13, 2010 AND LOCAL AUTHORITY. BUILDING HAS AN OPERATIONAL FIRE SPRINKLER SYSTEM. WORK CONSIST OF RELOCATION EXISTING SPRINKLERS TO NEW ROOM LAYOUT, AS SHOWN ON PLANS. NAME OF OWNER: FLORIDA HOSPITAL AREA OF WORK APPROXIMATELY 42,838 SQ. FT. 1. ALL UNDERGROUND PIPING IS EXISTING TO REMAIN AS IS UNDISTURBED. 2. ALL 1" TO 2" PIPING TO BE BLACK SCHEDULE 40 THREADED AND JOINED BY DUCTILE IRON FITTINGS AND COUPLINGS. 3. ALL 22" TO 6" PIPING TO BE BLACK SCHEDULE 10 ROLL GROOVED AND JOINED BY GROOVE TYPE FITTINGS. 4. ALL HANGERS AND TRAPEZE ASSEMBLIES SHALL UTILIZE UL/FM LISTED COMPONENTS AND COMPLY WITH NFPA 13 REQUIREMENTS. 5. ALL CONTROL VALVES ARE EXISTING TO REMAIN AS IS UNDISTURBED. 6. ALL NEW INTERIOR PIPING SHALL BE HYDROSTATICALLY TESTED AS REQUIRED PER NFPA 13 SECTION 24.2.1. 7. INSTALL PENDANT SPRINKLER HEADS IN CENTER OF THE CEILING TILE. 8. A STOCK OF SPARE SPRINKLER HEADS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. 9. MIC (MICRO -BIOLOGICALLY INFLUENCED CORROSION) IS NOT KNOWN TO BE A PROBLEM AT THIS LOCATION. SEE FLOOR PLAN FOR ARM -OVER LENGTHS NE OF EXISTING LINE PIPING SCHEDULE 40 DROP NIPPLE w/1 "x1h" REDUCER FINISHED CEILING ICK RESPONSE *NT SPRINKLER CONCEALED ESCUTCHEON ARM -OVER / RETURN BEND N.T.S. HANGER SPACING TABLE MAXIMUM DISTANCE BETWEEN HANGERS IN ACCORDANCE TO NFPA 13 TABLE 9.2.2.1 PIPE SIZE SCH. 10 - 40 1 " 14 Jill 2" 22" 3" 4" 6" 8" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" REVIEW DATE' CITY OF ZEPHYRHILLS PLAN EXAMJNER ,- ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF 2EPHYRHILLS ORDINANCES z O_ H Lu 0 R. W 0 v- CM O z Ow U rn Q M 75 U0-� 00 W Q M X U 0 z c� LL Q W 0 -1 U)j LL. N X co Oo w < M O LLJ LL0-o U G � Q 00 � LL 0- ~ M o 00 0 ,� w U z O V) J J _ Q Z z Q � Q Ww�0 N � J � 0o w O -J J Q r J J — �Q—icco z Ll �0 0 � 0- 0 O0 w = UJ w Q N I..L C 0 U W LL BRASFIELD & GORRIE G.C. CONTRACT NO. 1-1-1622-10-16 APPROVAL AHJ DESIGNER YURI SCALE AS NOTED DATE 06-01-2016 FP1 SPRINKLER LEGEND SYMBOL COUNT K-FACTOR SIN # DESCRIPTION e 79 5.6 RA3415 RELIABLE WHITE CONCEALED PENDENT FIRE SPRINKLER HEAD 155° Q DENOTES EXISTING FIRE SPRINKLER HEAD TO REMAIN AS IS UNDISTURBED DENOTES EXISTING FIRE SPRINKLER HEAD TO REMAIN AS IS UNDISTURBED ® DENOTES EXISTING FIRE SPRINKLER HEAD TO BE RELOCATED DENOTES EXISTING FIRE SPRINKLER PIPE TO REMAIN DENOTES NEW FIRE SPRINKLER PIPE SPRINKLER LEGEND SYMBOL COUNT K- FACTO R SIN # DESCRIPTION 0 6 5.6 RA1425 RELIABLE BRASS UPRIGT FIRE SPRINKLER HEAD 155° 0 84 5.6 RA3415 RELIABLE WHITE CONCEALED PENDENT FIRE SPRINKLER HEAD 155' Q 1 5.6 RA1435 j RELIABLE BRASS SIDEWALL FIRE SPRINKLER HEAD 200- 0 DENOTES EXISTING FIRE SPRINKLER HEAD TO REMAIN AS IS UNDISTURBED ® DENOTES EXISTING FIRE SPRINKLER HEAD TO BE RELOCATED DENOTES EXISTING FIRE SPRINKLER PIPE TO REMAIN DENOTES NEW FIRE SPRINKLER PIPE Z O C) TLT JAN w #6PRE/POSI#� #8DST #9 #1 C -z r o TLT Q Q JAN t Tr' g' 0 0 0 L ILL1 0 1 : - 1. 0 TLT —Q. --------T----------------T---- IL �- CENT R - - - - -- - - - s I - _7f � - WA I TI N G 1 w TING 2 02 - - - - - - - ROOM - - -- - - - - - --- - - - _ > ' 1 0Lu - - - - z _ 0 0 p - - - ,x z - - - -- - - ELEC 9 , _ TLT cc) I Q ❑ O W 00 I I U a') --------- -- -----� -- ROOF �--- J cYi C �I I I x I 1 � W 1 I Q21 7 - - o O O J � -t-T - --ELL � — I � LL N L.L I -5 eee�eee�eee�eee�■ 00 X b D- w Q M 0 � W � � o U TLT pmT Q CORR - - - — f- PARNM POST ; e e C� LDR ° --� -❑ PARTUM 0 D i i o T- I bi gi� r L 1 0 PRIV PRIV PRIV PRIV PRIV i U O " PAT PAT PAT PAT PAT = i = ! STAI R Z217Hm RM RM M R R i B COR W I I 2MI 1 O O O i_ ram^► . �.-./ Q a I I ' r----?----r--1----- ---- - - - - -------- ----- - - - -�5 LDR "' ^b b CORR CORR Q) TLT � 0- TLT& I 1 -7----I I- I LDR--� NURSE NURSE •� I STATION STATION-�- NOUR CORR Ll " 1 11 .. ICI J FIRE PROTECTION PLAN 2ND LEVEL AREA 1 Q SCALE: 1/8" = 1'-0" 9 1 (1 4 q = Q z SCALE 1/8"=l'-0" 0- O Q 0/ J WW>O ri N � J LJL m W eJO�Uj� J Q � � J L �— �Q—ico Z � 0 c) �06o>- � p ti � W Z W W � Q NLL L.L �OU w J O w BRASFIELD & GORRIE G.C. CONTRACT NO. 1-1-1622-10-16 APPROVAL AHJ DESIGNER YURI SCALE 1/8" = V-0" DATE 06-01-2016 NORTH FP4 PRE POST PRE POST #12 #11 H 0 0 0 SPRINKLER LEGEND SYMBOL COUNT K-FACTOR SIN # DESCRIPTION 1 5.6 RA1425 RELIABLE BRASS UPRIGT FIRE SPRINKLER HEAD 212° A 10 5.6 RA3415 RELIABLE WHITE CONCEALED PENDENT FIRE SPRINKLER HEAD 155° Q DENOTES EXISTING FIRE SPRINKLER HEAD TO REMAIN AS IS UNDISTURBED ® DENOTES EXISTING FIRE SPRINKLER HEAD TO BE RELOCATED DENOTES EXISTING FIRE SPRINKLER PIPE TO REMAIN DENOTES NEW FIRE SPRINKLER PIPE Z O a 1F 1G 1H 1J 1K W 0 NN TLT c-- L TILT NOURI 3H rj Tm STAIR AIR F W c) MM SOIL SUPPLIE - - PAI � - PA RM - -PA RM - - -M - - - PAT RM - p 22 1 p p 22 3 O p 2 45 p O 2 47 O O 2 49 O O L22,'Lj p p O 1 - 7 O - - - -- - -11-9 - - - - 12_ - - - - - 11 - - - - T i1 �- -o o � 1 M M E D S - - -- - _ �.� _ - - - ---- - -- — - 1 - �� U (J I�I O - 1 1H 1 2 _00 _ -2 4 -0._. _5 -- ^. - - - -- LET T,' RF a i. �. o Q - rLr .,.. o..- LLJ i1 OBSERVATION T.LT`O ... ' O TLT. �c-. 1 n sp.; ' o Tx '. ,.: p, Z M � O Q J 000000000 000000 _ 11- I T N LL_ - - CI - - - - --- - - - - - -- - -. 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I� O 2 06 O O P2 8M O O L-0-1 O O O P22 6AT M O O O 22 22214 r n - - - - - �// 1J FIRE PROTECTION PLAN 2ND LEVEL AREA 2 Q SCALE: 1/8" = V-0" C z ? 14 f o Q J w O SCALE 1/8"=1'-0" 1� I W J J m L- w Q O J J QJct) Z � 0 C) >- U) Optima w = w w Q N LL 0 L.L QU W 0 �u- BRASFIELD & GORRIE G.C. CONTRACT NO. 1-1-1622-10-16 APPROVAL AHJ DESIGNER YURI SCALE 1/8" = 1'-0" DATE 06-01-2016 NORTH FP5 SPRINKLER LEGEND SYMBOL COUNT K-FACTOR SIN # DESCRIPTION 2 5.6 RA1425 RELIABLE BRASS UPRIGT FIRE SPRINKLER HEAD 155' e 68 5.6 RA3415 RELIABLE WHITE CONCEALED PENDENT FIRE SPRINKLER HEAD 155' ® DENOTES EXISTING FIRE SPRINKLER HEAD TO BE RELOCATED DENOTES EXISTING FIRE SPRINKLER PIPE TO REMAIN DENOTES NEW FIRE SPRINKLER PIPE