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2321 MAYPORT RD - MECH FIRE PROTECTION 111,VIIIIl1// d 374 Lu ~0 STATE E OF r Hazard Fire Q n9" Protection En sneeri Inc. � a e .'C°• a � F P 1C) Olt.. 222 CAPITOL COURTOCOEE,R 34761 fr 1 9 PFk(407)877-5578 FAX:(407)L56--8026 Robel•�✓�.`[1e9r�g,� E�`S� Sntaler.P.E. Certificate of Authoraetbn Number 29038 L Liomre4/Ncy l II�1�Cenea No.71374 IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)OF NFPA 25 AS ISI THE APPLICABLE STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS.PER SECTION 4.1, THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER.IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. CPVC C0MPATIB ILITY NO TIC E CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION,RE-PIPE AND REPAIR. PV III , C C PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY,HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS QE:SOME WIRES, FLUX PETROLEUM BASED PRODUCTS,ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS,LEAK DETECTORS,FIRESTOPS,ETC.ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWW.SYSTEMCONPATIBLE.COM \.: �Ili COPYRIGHT ALL DOCUMENTS,INCLUDING ORIGINAL DRAWINGS,SPECIFICATIONS,FIELD NOTE%ESTIMATES AND DAT&INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. (WAFS)AS INSTRUMENTS OF SERVICE.THEY ARE NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE-USE BY THE CLIENT, • ALL UNDERGROUND PIPING IS BY OTHERS. GR OTHERS,ON EXTENSION OF THIS PROJECT,OR FOR ANY OTHER PROJECT.ANY REUSE,OR ADAPTATION OF THE INFORMATION • PLANS ARE PROVIDED FOR HYDRAULIC REFERENCE NODE CONTAINED HEREIN,WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK,WITHOUT LIABILITY,OR LEGAL EXPOSURE TO WAFS,AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON PURPOSES AND FDC LOCATIONS ONLY (2)V APPROVED RPZ BETWEEN WAFS AND THE CLIENT.THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, • UNDERGROUND CONTRACTOR SHALL BE A FS 633 LICENSED BACKFLOW PREVENTORS DAMAGES,LOSSES AND EXPENSES,INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. CLASS I, II OR V FIRE PROTECTION CONTRACTOR. EX.V IRRIGATION METER • UNDERGROUND CONTRACTOR IS TO PROVIDE WAFS WITH TEST CERTIFICATES INDICATING COMPLETION OF HYDROSTATIC TEST - AND RUSH PER NFPA 24 PRIOR TO WAFS CONNECTING TO DINT OF CONNECTION FOR POTABLE WATER SERVICE T_ GRAPHICS ELEMENTS NOTE THE UNDERGROUND. 9eaa•g (CONTRACTOR TO CONNECT TO EXISTING t"WATER METER. FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED POINT OF SERVICE BACKFLOW PREVENTERS MUST BE TESTED FROM THE ARCHITECTURAL,CIVIL,STRUCTURAL.DR HER DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR •,, --- "-"'" II GENERAL INFORMATION OR CONTEXT RI ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR • UNDERGROUND CONTRACTOR SHALL COORDINATE SIZE AND m. � THE LOCATION OF LEAD-INS WITH WAFS. 297 LF V WATER SERVICE .• R BY A CERTIFIED TESTER AND A COPY OF THE RESULTS _ _ \ L, �' DRAWINTHESE _LE.EN GS DEPICTING FIRETHESE ELEMENTS. THE FS SPRINKLER SCOPES ES IGF WORK. REFER TO APPROVED ARCHITECTURAL,STRUCTURAL,HER OR CIVIL • UNDERGROUND CONTRACTOR SHALL NOTIFY WAFS MAID= TSR DRAWINGS FOR AUTHORITATIVE EXPRESSIONS N THAT MAY HE UTILIZED IN FIRE SPRINKLER SENT TOM ALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. — W ,� AND MODEL OF BACKFLOW PREVENTER USED WHEN N THBR F V\ �� VV-��vv— F—I FBF—` f _ _........__ OF BACKGROUND nerAtLSIGF OR THOSE PORTIONS OF THE FIRE SPRINKLER SCOPE c ____ _ __- (2)8"x6"TAPPIN� F— �F 90 BEND_m_ - 1 • ALL TAMPER SWITCHES REQUIRED ON UNDERGROUND NOT N 265 LF 6"PVC FIRE LINE WATER SUPPLY INFORMATION WAFS SCOPE SHALL BE BY OTHERS. VALVE 8 SLEEVES BK1 BK2 ACTUAL DRux>r(r OR EXTRN)U ATED FIRE PUMP - A. STATIC PRESSURE 42 PSI fE9D SIZE, GPM 2 PSI ill ,$� 6"DDCVA PER FLOWRESIN GPM AL SS LOOO PSIURE 35 1/12/15 TIME ff ANT TEST 9,46 AM II ATLANTIC BEACH DETAIL -- ; � ITOT READING _.. 5 PSI j l�OB1Il�O t�NNTRACTOFI NI07ES . TEST PROVIDED BY CITY OF ATLANTIC BEACH 3,9U . ! i � MJlIBER PORTS FLOVED 1 SCALE, NONE ' B� 2389 MAYPORT ROAD T I , DE SIGN CRITERIA j SYSTEM / DESIGN AREA # I l HAZARD CLASS t IF PJNI ERS N DESIGN AREA ®� s MINIMUM DENSITY 1 DESIGN AREA SF. FIRE EPT.CONN CTION _., GPM REQ'D I? BASK I it 11 PSI REWD 2 TEST .. r GPM REQ'D 2 TEST O�VATDN fl IQGIEST SPRNIO.ER _ II HOSE INSIDE/OUTSIDE ,III SHUT OFF VALVE (IN C.I.VALVE BOX) �. 20':45°BENDS a Y v r FIRE LINE CONNECTIO _ T �>, � SPRINKLERS SPACING IE.=12,00 11=— n i owv�w�vV ��aam^�_�«�-�5..», pa' ate' ��.. 3 1 1 1 i L ��% � TSR <> 3 SYMBOL MAXIMUM MDVIMUM COMMENTS ag-, so�poo` , °� �\ BSN, o ! 6" ATERMAIN „ !., °�o`oo r , � 0 0 0 I� RCULATING �i '\ foo° \gn\R\\� y � � V WATER SERVICE V, _... ._ �. / ;, CONNECTION IE.=12.00 _... (REFER TO PLUMBING . PLANS FOR CONT.) _ 1 1 � ,..w,w\ SHUT OFF VALVE—'--"'F ✓P �w i [ i I ' $�° `� ( C.I.VALVE BOX) \ f SIT , d, ARE 120s �'.\ 1 r) F—QUAN21 TITY—� SPRINKLERS FFE 15-550SYMB, IST 2ND 3RD 4TH SIN SIZE K TEMP MODEL 0 v A, O o is a , I 1 NCS LIA I i I G4 M'P ��VIEVNE® fol N SEACH TOTAL PER FLOOR _ CIV ®� N l 1 $EE PERMITS�8�p�pi"t"tC1NA TOTAL THIS SHEET 1 I I i€ IR�IV6EN"[�►ANS 091D11�6� ` ( W _ R q - r t� DATE 3/26/15 GA REVIEW -_ '. _. .'.w_ . ._. _ ,, svBMITfALS By 4 � r �,�r, I ED NNNI SRC A s, 4 _ // N0. DATE REVISIONS BY f � 1 XX/XX/XX 41 / E T I.... _ __. , i ' WAYNE REVIEWED Automatic Fire Sprinklers,Inc. J0030-nville Fire Prevention Div MAIN OFFICE — ORLANDO. FLORIDA 222 CAPr ML COURT FLARDA 34761 OCO�. YD RANT MAY 1 K"C= (407) 656-3030 FAX: (40" 65 —SCXM TEST H 21 5 JACMMVLM FL TAMPA" FL PORlANO MACH FL STATIC:42 PSI 113W OISTRIBUTIOH AVE.WEST 3228 CHERRY PALM DRIVE 3121 NW 18TH TERRACE RESIDUAL:35 PSI (y y��y�/ EXCEPTIONS �ACKsor(vuE Ft 32256 gas Tnr�a F�33s�� Pa"vara HREnaH rt aaoea-woe . P,:61. PHONE(904)28e-3030 PHOlI (80)630-0303 PnOPE(964)8D-3030 ELEVATION:2 FT ��0xi EXCEPTIONS FAX(904 288-0724 FAX(913)fKiO-03@ - i S ) FAX:(964)817-9424 A CT E.E 5 �§ HYD FT. 1iAYBis, ta., CONcoRo� INC STATE uEa+ses( Q m a6e3 LA(R®o AVE 4370 MD'FOFRSPORT DRIVE )Ic sH')F�'IdBR:28746 G Fr.MY13Rs FL a3eos-492a car(coRo�.INC 2eo27-99n rc ALARM:2e2z2 sP Lv I V Ili PRONE(MR)433-3030 PFp('E(704)782-3032SC SPRIMIKLEA 11113 FAX(23W 433-3283 FAX:004)786-8838 SC AL-Alm 3386 DOLLAR TREE v MAYPORT ROAD ATLANTIC BEACH FL pale HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA,TN 37402 LOW HYDRANT APPROX.400 FT SOUTH SHEET TITLE, FIRE PROTECTION SITE PLAN t FLOW:1,000 GPM FORBUILDING PERMIT DRAWN BY, ROBERT DEWAR, P.E. N % TOTAL A/SI 89 �I DATE( MARCH 25, 2015 NOT FRCONSTRUCTION AHJI CITY OF ATLANTIC BEACH 10' 0 29 40' CONTRACT # 203733 IIL CENTER OF TILE JOB? [:]YES NO CENTER ON FIXTURES JOB?Q YES ND SHEET # CONSTRUCTION TYPE( IIB SCALE 1 -20 FpsiOCCUPANCY, ■ M,S N Hazard Fire Protection Engine Ani J -- j I : 222 C COURT R 34781 CAPITOL OCOEE, ! 3_ 1 t PH:(4177)877-5578 FAX(407)858-� t J.Dewar. PE -•.Sridsr, F.P S. 28038 Certificate of Authorizetion Nunber licenes,W766YW. 71374 i �lcerws SAMMY SWDRI ;- - ------ - ---- -_ •-4 - ,• • °,' .i - �', ALL MATERIAL APPLICABLE TO THIS PROJECT WILL "A' IMPORTANT o wN ATIO N (NUT INCLUDED) TOP BEAM CLAMP (SAMPLE SPARE SPRINKLER { BE INDICATED WITH A (�) (PURLIN SPACING) ' L AL)13F WPA FOR -' TO 4' PIPE , THE THIS IS FOR THE INSPECTION,TESTING ANON MAINRENANCE❑F NATE �IAFE�D� I R❑TECTI❑N17 E RSYSTEMS R SECTI❑N 4.L CABINET SHOWN) {N'i ci p THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SWILL HE THAT N THE OWNER IF THE FOR 5' TO 8' PIPE BUILDING OWNER.HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. ❑ ALL PLASTIC PIPE 3/4" THROUGH 2Y2" SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN -- ACCORDANCE WITH ASTM F-442. w A B '� ' i CPVC COMPATIBILITY NOTICE .w CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION RE—PIPE AND D IN ACCORDANCE C REPAIR.CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURE SPRINKLER HEAD OCCASIONALLY,HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS CIE.SOME VIRES, FLU PETROLEUM BASED PRODUCTS,ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANT LEAK DETECTGR FIRESTDPS ETC.ANY 38 ASTM F4 39 OR ASTM F1970. FLUX, s, s, WITH ASTM F4 ' SEE DETAIL °��°�° f° PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY ❑ ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP' 500 CEMENT. 6' TYp, PROGRAM AS FOUND AT VVV.SYSTEMLDMPATIHLE.LOM VIEWS STEEL PIPE COPYRIGHT. SQUARE FEET OR NA RAV NG SPECIFICATIONS,FIE NOTES,ESTIMATES AN AT INCLUDING COMPUTER ❑ CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 ALL THREAD ROD SPRINKLER HEAD ALL DOCUMENTS,IN ORIGINAL n I z I LD N❑E,ES IMA ES n DATA, cLu ❑ HANGER RING PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY❑F WAYNE AUTOMATIC FIRE SPRINKLERS,INC. LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.8.2 OR NFPA 13R SECTION (WAFS)AS INSTRUMENTS OF SERVICE,THEY ARE NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE—USE BY THE CLIENT, • • OR OTHERS ON EXTENSION OF THIS PROJECT OR FOR ANY OTHER PROJECT.ANY REUSE,OR ADAPTATION OF THE INFORMATION 5.2.2.3). FOR TO 4 PIPE CONTAINED HEREIN,WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE T THE CLIENTS SOLE RISK.WITHOUT 2• FPA 13 6,2,9.5 — THE STOCK OF SPARE SPRINKLERS SHALL INCLUDE ALL P N L L IC MI LIABILITY,OR LEGAL EXPOSURE TO WAFS,AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON /K PURLIN MINIMUM � PE DESIGNER ALL 1" TO 2' THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED THICKNESS ,037' BETWEEN WAFS AND THE CLIENT.THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAIS HARMLESS FROM ANY AND ALL CLAIMS, REFERENCE TABLE 3 - MAXIMUM SUPPORT SPACING TYPES AND RATINGS INSTALLED AND SHALL BE AS FOLLOWS DAMAGES,LOSSES AND EXPENSES,INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IN ACCORDANCE WITH ASTM A-135 OR A-795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND TYP, (X2) 9' LENGTH — ` ---- — — MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE-BERKELEY NOM, PIPE 9( FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS SIZE A B■ C NO FEWER THAN SIX SPRINKLERS. GRAPHICS ELEMENTS NOTE 'STEADY-THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED 1' 3'-0' MAX, 12'-0' MAX, 3' MIN. ❑ FOR PROTECTED FACILITIES HAVING 300 TO 1000 SPRINKLERS FROM THE ARCHITECTURAL CIVIL,STRUCTURAL,N MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR HANGER RING GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR ❑ ALL 1" TO 2" THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED DESIGNER REFERENCE — NO FEWER THAN 12 SPRINKLERS, THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER MANUFACTURED IN ACCORDANCE WITH ASTM A-795 OR ASTM A-53. (PLANE OF PURLIN (SIZED TO PIPE) , DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL STRUCTURAL.MEP OR CIVIL 1�' 4'-0' MAX, 12'-0' MAX, 3' MIN. DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY HE UTILIZED IN FIRE SPRINKLER BOTTOM DIRECTLY ❑ FOR PROTECTED FACILITIES HAVING OVER 1000 SPRINKLERS — DRAWINGS OR DETAILS ❑ ALL t" TO 2" THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND ABOVE PIPE TO rL NO FEWER THAN 24 SPRINKLERS, \ MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE MTAL VEWS PIPE) . ' ,_ . WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE—BERKELEY. ALL PIPE SHALL BE CPVC SCALE,1,_6, 1ST TO 8 5 0 MAX, 15 0 MAX. 3 MIN, WATER SUPPLY INFORMATION DRY SPRINKLER HEADS WILL N-T BE PROVIDED PER NEPA ACTUAL DROl1QiT OR EXTRAPDI.ATED FIRE PUMP COMPATIBLE. HANGER #01 *MAXIMUM SUPPORT SPACING FOR STEEL PIPE 13-6,2,9,4 (As REQ BY ANS SIZE, GPM a PSI — ALL %4" TO 4" GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED NOTE, ALL HARDWARE 3/8' DIA, NFPA 13 795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW', WHEATLAND RING HANGER FOR 3/4' TO 8" PPE (I—BEAM STEEL PPE HALER SPACING SPARE .ER HEAD CARNET � STATIC PRESSURE 42 PSI HYDRANT ELEV, 2' IN ACCORDANCE WITH ASTM A RESIDUAL PRESSURE 35 PSI MEGA-FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE-BERKELEY 'STEADY-FLOW'. ALL PIPE SHALL BE ff TE 1/12/15 SCALE, NONE � SCALE= NONE � SCALEi NONE I FLOW IN GPM 1,000 GPM TIME ff TEST 9,46 AM , COMPATIBLE. E i PITOT READING 35 PSI NIMBER ff PORTS FLOWED 1 CPVC ART ANGLE �10N CH AW Fire bre, fnc. Automatic Fire Sprinklers. Inc. Sprinklers,—�` ANGLE IRON (SELECTED Aucaw.tlo Fr.� � 00197N p 00588N 00532N TEST PROVIDED BY CITY OF ATLANTIC BEACH ❑ ALL 1Y4" TO 4" GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND ACCORDING TO CHART AT SCH 40 PIPE OR SCH 10 OR MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL RIGHT) SCH 30 PIPE SCH 7 PIPE MOOSE, WHEATLAND, ALLIED AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. 2389 MAYPORT ROAD NUT & WASHER ON BOTH A� 1' 1 1/4' 1 1/2' 2' 2 1/2' 3' 4' DETAIL VIEWS e ALL GROOVED STEEL PIPE s' AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND SIDES OF EACH SLOT 2'-0' 11 12 12 13 13 15 17 DESIGNER Z—PURLIN (MINIMUM SYSTEM / DESIGN pREp11 DESIGN CRITERIA II MANUFACTURED IN ACCORDANCE WITH ASTM A-135. ' LG, X ' DIA, SLOT TYP, (X2) REFERENCE STEEL COLUMN----, THICKNESS ,037 ) HAZARD CLASS ❑ ALL GROOVED STEEL PIPE %4" AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND 3'-0' ,17 ,18 .18 .20 .20 ,22 .26 MANUFACTURED IN ACCORDANCE WITH ASTM A-795. SEE DETAIL (2) STRAP TIES (ENDS t N SPRDMUM ERS IN DESIGN AREA ROD COUPLING 4'-0' .22 ,24 ,24 .26 ,27 .29 ,34 VIEWS ON OPPOSING SIDES OF DSB-2 BOOT (CUTAWAY MINIMUM DENSITY ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER ALL THREAD ROD 2W LG, BOOT) TO SHOW VEW DESIGN AREA IAS INSTALLATION) WAFS STANDARDS. 5'-0' 28 29 30 33 34 37 43 Z-PURLIN SAMMY SWDRI PSI REQ'➢ 2 BASR TOP BEAM CLAMP SAMMY SWDR 1 (INSTALL AT GPM REg'D a BASR '. MIDPOINT) PSI REQ'D Q TEST ,..., ADHESIVE (SELF—DRILLING) ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B18.3, CAST 6'-0' ,34 ,35 ,36 .39 .41 ,44 ,51 (SELF DRILLING IRON CLASS 125 OR CLASS 250 ANSI 818.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI GPM REQ'➢ E TEST B16.3. T-0' 39 41 43 46 47 52 60 GLOBE VALVE AND E(EVATIN a HIGIEST VRIK R PLUG TYP, FOR AUX, DESIGNER SEE DETAIL VIE HOSE INSIDE/OUrsIDE ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI DRAIN AND TESTING REFERENCE DOMESTIC DEMAND ❑ 8'-0' ,45 ,47 ,49 ,52 ,54 mmEXAMPLE ` — — N FOR COATING IN ACCORDANCE WITH ASTM A-153. (SHOW 816.3 WITH GALVANIZED TOP BEAM CLAMP ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE ROUND TO NEXT LARGEST A DIMENSION ONLY) SPRINKLERS SPACING WITH ANSI 818.11. ANGLE ICON SIZE SPLIT RING SYMBOL MAXIMUM MINIMUM COMMENTS GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH XX 3' X 2' X 1/4' (MODULUS PIPE HANGER -47 FOR MALLEABLE IRON. LESS THAN OR EQ AL TO ,54) -; mm BACK-UP NUT PURLIN BOTTOM TILE IRON OR ASTM A � � it ASTM A-538 FOR DUCTILE DIMENSION ❑ ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN XX .5 X 3' X 3/8' ( q ORE MORE THAN (INCLUDED) TO PIPE N ACCORDANCE WITH ASTM A-538 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. TOLCO FIG, 75 54 AND LESS THAN OR EQUAL TO ,83) „-W ' �¢ ALL HANGER RING µ THREAD ROD THROUGH A-153. -- 1�' DIA, RO GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM � 4 (SIZED TO PIPE) _' �=. : CLEARANCE HOLE INSULATED FREEZER HANGER RING ❑ ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS. HANGER #02S TRAPEZE OR Z—PURLINS STEEL ' ALL PIPE AND FITTINGS GENERAL NOTES STRUCTURE SIZED TO PIPE W/ NIP TO 4' PIPE — OVER 2:12 SLOPE COLUMN THREAD ROD HANGER #09D HANGER #02 SCALE, NONE SCALEi NONE VERTICAL BRACE FOR UP TO 2w STEEL PPE DSB-2 SPRINKLER BOOT INSTALLATION SAMMY SWDRI Y TO 4w PPE HANGER atta..aa Fire E �+�'� fno. � , � SCALE, NONE Fr•. 1 SCALE NONE �••� sp,'r+aa�, � SCALE NONE E � QUANTITY-, SPRINKLERS E 00593N - 00265N Avrx�etlo FH R 00295N Automatic Fire Sprinklers, Inc. 00528N A”taw"bla f��#m bm 00248N SYMB, IST 2ND 3RD 4TH SIN SIZE K TEMP MODEL CEILING COMPONENT LIST { ` a WALL TYPE O1 3 GROOVED COUPLING CAN VARY j 20 21 27 SEE HEAD BOX DETAIL FOR CE WITH 2007 EDITION OF NFPA 13. INSTALLATION TO BE IN ACCORDANCE li (� INSTA 2 Y OF SPARE IGH AND QUANTITY S A E OEs D 90 ELL 1 3 GROOVE FY L CAL AND O NOTE VERIFY WITH AL 1N D INSTALLATION TO BE IN ACCORDANCEi DESIGN AN VOLTAGE SPRINKLERS STATE CODES. B J O W X 3V DIA, PRS, GAUGE ;r ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE TYPICAL STANDARD 1 SPRAY PENDENT 4 2 WAFS DETAIL / THREADED PLUG IPE AND FITTINGS GENERAL NOTES ( 4 X5 FS STANDARDS. SEEP TYPICAL CODES AND WA O ( ) A #00593N). SPRINKLER OBSTRUCTION ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN O�' BRONZE 3-WAY VALVE ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. - qxm TOTAL PER FLOOR A 0 y' X 0 3 THREADED NIPPLE O 25 C OD" SEE HYDRAULIC DATA +� ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR O V X y' HEX BUSHING T R n PLATE DETAIL STI LCL 3 �\ 9 - _ - TOTAL-.THIS SHEET tw UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES O THREAD—O—LET ON 3 PIPE CEILING e — PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 4 5 6 7 8 — 10 DATE SUBMITTALS BY 9 LW THREAD—O—LET ON 3' PIPE PRIOR TO O +� ALL PIPING SHALL BE INSPECTED AND APPROVED B ER AUTHORITIES11 3/26/15 QA REVIEW BD COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED 10 - DETAIL VIEW ly X 0 6 THREADED NIPPLE O 4 S. TO THE PROPER RECIPIENT FROM OPPOSITE * ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN 11 �' AGF M1000 TEST AND DRAIN W/ SIDE OF WALL 6' MIN, PRESSURE WHICHEVER IS GREATER. MAXIMUM SYSTEM WORKINGORIFICE � I to ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. �Z � * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY rr�— 12 3' FLOW SWITCH SYSTEM CONTROL OTHERS. TYPICAL STANDARD B a Df CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY SPRAY UPRIGHT 13 3' X 11' SLIP-ON WELD FLANGE VALVE & CHECK N0. DATE -- REVISIONS BY OTHERS. SPRINKLER A TYPICAL 14 6' NUT, BOLT & GASKET KIT ii, 1 xx/xx/xx * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. OBSTRUCTION O VALVE ON SPRINKLER SYSTEM IS BY OTHERS. 15 6' DIP UNI-FLANGE I o 4, ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF S O 0 HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY BACKFLOW M OTHERS. 16 ly' SPLIT WALL PLATE I 0 FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48" ABOVE THE LEVEL OF THE ADJACENT GRADE. 17 1�' THRD, 90' ELL 22 IN ALL LIGHT HAZARD AREAS. - �a• \ +r SE SPRINKLERS SHALL BE USED 18 ' V 4 ' ELL T T '- ' ' o QUICK RESPONSE 1% GAL 5 5 0 (N SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES 4 ' 19 ' X 4' GALV, THRD X A.F.F. "'~ 26 ly o AS FOLLOWS: 4 - I i o LESS THAN 300 - 6 SPRINKLERS PLAIN NIPPLE (TOE) WAYNE z 0 300 TO 1000 - 12 SPRINKLERS g 20 6 ALARM BELL 18 25 0 OVER 1000 - 24 SPRINKLERS DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE OF w REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. SPRINKLER TO SIDE OF DEFLECTOR ABOVE BOTTOM OF 21 BELL BOX 19 Automatic Fire Sprinklers,Inc. * SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: 13 14 16 (X2) IES OR OVERHANGS THAT ARE NON-COMBUSTIBLE AND ARE NOT OBSTRUCTION (A) OBSTRUCTION (IN,) (B) 22 ly' SCH, 40 GALV, PIPE BALLON MAIN OFFICE — ORLANDO. FLORIDA o ANY PORCHES, , O BOR 0 STORAGE. 222 CAPITOL COURT FLCFMA 34761 USED FOR 0 OCO�, LESS THAN 1 FT, 23 o CORRIDORS THAT ARE NON-COMBUSTIBLE IN CONSTRUCTION AND AT LEAST 509 OPEN. O o AT THE TOP OF ALL ELEVATOR SHAFTS WHERE THE CAR ENCLOSURE MEETS THE 1 FT, TO LESS THAN 1 FT, 6 IN, 17 PFI01�6 (407) �6-3030 FAX' (407) f356-8026 O 15 REQUIREMENTS OF ASME A17.1. 1 FT, 6 IN, TO LESS THAN 2 FT, 3 24 1'-O' � it .IACIC80fN11/LL,� R. TAIrfI'A, FL PdNNf?ANiD BEAdi FL II 11326 p3TF6lJT10N AVE WEST 3228 CHEMY PALM.OPoVE 3)21 NW 0TH TEI ACE o AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE ELEVATOR SHAFTS THAT DO NOT 2 FT, TO LESS THAN 2 FT, 6 IN, 5 / CONTAIN COMBUSTIBLE HYDRAULIC FLUID. 25 3' SCH, 7 BLACK STEEL JACKSONVILLE.R 32 -246 TAMPA.R a3s1s-e33� roMPara eEaat a 33oe4-woe +� WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO 2 FT, 6 IN, TO LESS THAN 3 FT, 7 ° PHONE:O PHONE(�) PNor�O�_ FAX(804)288-0724 FAX(90)630-0312 FAX(954)917-9424 VALVES, HYDRAULIC PLACARDS, AND INSPECTION TAGS AS REQUIRED BY FS 633. 3 FT, TO LESS THAN 3 FT, 6 IN. 9 26 ly' SCH, 30 BLACK STEEL ° ° d' o ° ° � FT. MYf3i8, FL CONCOID, NC STATE LICENSES: 12 12- HEAD BLOCK a ° i ` FT.M E LAFEDO A 4�4 co'ONCO�o,�-°FM ee77 �SP LV 3 FT, 6 IN. TO LESS THAN 4 FT. 27 12 HEAD SPARE HEAD CABINET BY OTHERS =� �)433"3030 PHONE(704)7�� 118 O FAX(704)796-5838 4 FT, TO LESS THAN 4 FT, 6 IN, 14 FAX(239)433-3283 SC ALAF#k 3386 4 FT, 6 IN, TO LESS THAN 5 FT, 16 ° 4 5 FT, AND GREATER 18 ROTATED FOR DOLLAR TREE CLARITY ) NFPA 13 TABLE 8,6S,L2 MAYPORT ROAD ATLANTIC BEACH FL 777777 :7777111 .i NFPA 13 SPRINKLER CLEARANCE W OBSTRUCTION HUTTON COMPANY NFPA 13 2007 GENERAL RTES (STANDARD SPRAY UPRIGHT / STANDARD RAY PENDENT) 736 CHERRY STREET TYPICAL 3w FISER W/ FLOW SWITCH AND TEST rd DRAIN CHATTANOOGA,TN 37402 SCALE, NONE v SCALE, NONE Automatic Fire Sprinklers, Inc. SCALE, NONE SHEET TITLE, FIRE PROTECTION SITE PLAN /uiboMtlo Ftw 8piider�Ina• r Automatic Fire Sprinklers, Inc. DRAWN BY, ROBERT DEWAR, P.E. 0048ON 00610N TOTAL A/S, 88 �+ AHJ, DATE, MARCH 25,2015 CITY OF ATLANTIC BEACH I� CONTRACT # 203733 f CENTER OF TILE JOB? YES NO CENTER ON FIXTURES JOB?Q YES NO SHEET # CONSTRUCTION TYPE, 3 IIB FPDlOCCUPANCY, ■ M I _ _ -- -- I `\\\`\\1iI EIl�,/I"/ 0,4^• /,, ___ --_ _----. - _--__-_ --_ - _- - ___ I - 1. '- d V > ly .� '111 D 1. l 1, ***4✓ / P O , Hazard Fire Protection Engineering, Ind .` 4/ (a) � "; COMPONENT LIST 8 4' GROOVED 90 DRAIN ELL 222 CAPITOL COURT OCO�FL 344781 ,,'O. �^• %. STATE OI- • "i, ' O 1Q . ' 1 4 #577 GROOVED COUPLING 4 h' GALV, 90 ELL PH:(407)e77-ss7e Fax(407)�e-eons R �,o.Wal•,��.,,. ;,�s,•snM�l••P.E O ' x 1-0 GALV, SCH, 40 ' e O ' ' - ' Cartifcets of Authorisation Nwbe(•2MM FL dd j4 ' i e No.71374 I O2 4 GROOVED 90 ELL O AUTO BALL DRIP VALVE - / 10 4' GALV, SCH, 40 IMPO RTANT O W NER INFO RMATIO N 0 4 X 23 X 2� STRAIGHT FDC O h' GALV, 90e STREET ELL (� THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)DF NFPA 25 AS ROUGH BRASS W/ BREAKABLE CAPS 11 4' SCH, 7 DYNA-FLOW THE APPLICABLE STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS.PER SECTION 4.1 (� THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER.IF THE GALV, HEX BUSHING BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS AND WALL PLATE ISI SYSTEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. \ F:, \ e _ - -- -___ 111 CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION:RE-PIPE AND OUTSIDE WALL (WALL TYPE AND REPAIR.CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY HOWEVER.CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS QWIRES, E SOME I THICKNESS CAN VARY FLUX,PETROLEUM BASED PRODUCTS,ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS,LEAK DETECTORS,FIRESTOPS,ETC.ANY 11 /� � \ �., PRODUCT THAT CONES IN CONTACT WITH CPVC SPRINKLER FPIPE OUND ST,S EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY ! \ J� ` I`y �`, 8 C j•, �� \ PROGRAM AS FOUN➢.AT WW V,SYSTEMCOMPATIBLE.COM t l I ie V 2 i� . i\ 2 " ( � O t , -- - -- - _ O '' 0016" ii 1 COPYRIGHT 1 TO SYSTEM 1 ALL DOCUMENTS,INCLUDING ORIGINAL DRAWINGS SPECIFICATIONS,FIELD NOTES ESTIMATES AND DATA INCLUDING COMPUTER 1 ';, PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. it CWAFS):AS INSTRUMENTS OF SERVICE.THEY ARE NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE-USE BY THE CLIENT, III ll.# E E OR OTHERS,ON EXTENSION OF THIS PROJECT,OR FOR ANY OTHER PROJECT.ANY REUSE,OR ADAPTATION OF THE INFORMATION 11 7_0 4' L[BOILITYN OR LED EGAL EXP SURE TO VAF$WITHOUT SPECIFIC WANID TEN WILL PERMISSION VAFOS TOAFS WILL BE AT THE FURTHER COMPENSATIONIATTRATSETOI BE AGREEDTON I z BETWEEN WAFS AND THE CLIENT.THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, O l0 0-11 I 1 DAMAGES,LOSSES AND EXPENSES,INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS.. I 1 I I O 3 r i I I GRAPHICS ELEMENTS NOTE J"' I j FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAYS INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL CIVIL STRUCTURAL OR NEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR I i '', THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER 1 1 DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL STRUCTURAL NEP OR CIVIL ! lI DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER j DRAWINGS OR DETAILS i - - i i E .._-V WATER SUPPLY INFORMATION .w -_.._ _ yQ I. . m_- -_- -_ ._ __ .__. _ _ ® � _ DROUGHT ut l7(TRAPaATED FIRE PUMP E �+ REQ- BY AHS) _ 1' � I - .._ . . / � _. ' I / STATIC PRESSURE _ ".._..,,,,,,,,,,,,,,,r,,,_.,..,,",...,,,v (AS I SIZE GPM Q PSI 42 PSI E + i HYDRANT ELEV. 2 v ..._... ......... .................... ........ .. .. ..... ... ...... .iT'^. ..... ........... ... _........ ......._ E ... ............................ .._ ..... .. m r, v,3 ....�........ ......W,....,._..�.,..,,. _...: .... ..::: .. .. J RESIDUAL PRESSURE 35 PSI DATE OF TET 1/12/15 _, r _.__..,_._.` _ --- ....__ -__ r ___. ___ .._ E aR FLOW IN GPM 000 GPM 1 STD, HANGERS 4 CHECK �- - _ { _- - ( 7 ! , I i L TINE T ST 9 46 AM f _ ..._..... .. .< ...... _. L ... L,_._.. �E W �. .. ..w. 8,:�IC �a`I�_ - a(r`�s i ,a`n `o x vxy �c �s _o. _ AS NEEDED VALVE F E , 1 I I r„- 1 I _____�, I PITOT READING 35 PSI IAl1�ER OF PORTS FLOWED 1 - t _. E ! E'ri ,� ..., fin_ -:_. 11 I • • i I • 1 O • 0 1_,J ,, ( a - TEST PROVIDED BY CITY OF ATLANTIC BEACH : ORT ROAD E �11 ! ! E ! ! : .... (€ 4 r9 E 3 I 3 AP 289MY i �� ^y { J... C�. .._...,, __..,,, I �� ; 1 '"ao: '"oo '"00 . € �' O DESIGN CRITERIA / 1 1 f i ) OILEI ~ ) TOILET SYSTEM / DESIGN AREA # 1/i 4 : _-„_ _. �_._.....,. __ ,,.,.__.._ ___ .._ _ __. __-._- __ __.._. ,,._._. ... ._.____, Np i L : I L i...... !� ! __ ---_,___ _,____ .-. __ � _ _ _ - HAZARD CLASS OH2 I I s.._ I I i N ff SPRD10 ERS N DESIGN AREA 9 f • • MINIMUM DENSITY ,2 18 MIN, 9 , : I C . 1015 i II [ -._ I:i '' i 'r"v r ! I -- - _ _ rv.__t. DESIGN AREA S,F, 48 MAX. I - O i .,. -C� r S' :. . . .. �� i.>:€;. I 1 i L, PSI REQ D 2 BASR 29,0 II, I' iii I E I I r_, , 'I i' .!�/O E - 1 - GPM REQ'D ® BASR 226.5 : .�. .�...., - _......_.... ........ ...... 4 I as rj I,� ! I I i1 I. I I �'co co v € ; -� .i 1 tz 11 PSI REQ'➢ 2 TEST 33,6 iI E i Ii € iAi i '� S GPM / k - 5 g I I = ____.1 I _ I __ _ 11�1 _....__. I f n € -, - ; ! E --I . _ I, EI 476.5 i E . E € -- i ._.. .:: 5 : f' ...... .........a..-,, ,........w..,.,, : ,; : e '': : € `: e ! i 1 _.....,._..�..-,1 I ,_____ " ( T I SR .....�, ._.............." 3 ( • 1 I H�SETNSIIIE OUTSIDE 0/250 s . EI I <. 7 _ I !.I cil ri ! I..i { 1 j a DOMESTIC DEMAND N/A ...I...__i, y , , I v - .--- �e... -_._, r....._O Ex •4• ,.. ,.,._3 .4i a ....E (...... ... .._.. --. i E S, t -I-- -317..... \.. 3 ... .. f + : .........: t'E I Imo' { ,(....y• '^-gi E �_. i,�S_ N �.,'Ij. 8 : .:.., . e. .• r E ; i 1 _.f_ I. (( . �. r Oa I- cRAn - --- SPRINKLERS SPACING <" < d 1 ^ ! r\ •Q^: : �E E _. ^ 1 •i I\ 'FII y......... ._, fi 4¢ .. .. ,. ':"� 1 E , .-1 ! I i I 'i `�ik� 00 O�D '~.aC3........ _- _ f..,.,,... O O ___ .__ _.._.._ ., > ___._._... ao : __ ................ _.__ IO i ; "_ SYMBOL MAXIMUM MINIMUM COMMENTS k_ I i ___ : _ - - _ . _ -. -_ - _ __ __ _„_ ,.. .... ... _. - - - _-. , ......_...... .... ,_......,. '" ._ __ __._....,......._.. _. __. _ __ _....__. . � .,�,._ _ _. q -- -._._t .... • 130/225 SQ. FT. 6 DEFLECTOR TO BE 1 TO 12 BELOW CEILING I 1 f...,...... `E 1 11• I�I , t......./ `!' I i : ' I I (D .i �.,_,_..� 130 SQ, FT, 6 DEFLECTOR TO BE 1 TO 22 BELOW CEILING TYPICAL 4 x 2YW x PYW FDC ROUGH BRASS I I ; 1• , °. Ii • .0 1 ........ I • j • Y • '.• [I E 07 I ! r i 1 ! , W/ BALL DRIP (OUTSIDE) ,_..._.. 130 SQ• FT• 6 DEFLECTOR TO BE 1 TO >z BELOW CEILING I f i - . 11 I j _....._.....__.._ 1 i SCALE, NONEit I E : i ^ I r, I I ' 3R I I� i JY fY -0 :1 .� 1 ._.. 2� I I i __ I ,,,,., I I : I:' , .ti 1 .- I ..._, I •-P ^i 1 I I .� i s_ ..... € :11 .L". ....._i_...... .,. _. _ _:.._,.. i _.. ... _. .. ... Automatic Fire Sprinklers, Inc. ,....__._.... eo .-- _ . _- ao a eo-_-E.__.. __, co 00 .eo-. W- 00471E I I I -11i,11 y - STOCIR 0M 1 _1 . I I I C E f 1CD I z 111-1--1 : 1. 11 Ti . 1 f i 1 I ; I f I ! i 1 \, I I - € "-v to I i , 4- I _ v r.`*1.11 _.,O I -* II -. ;1.._i I I % ::. i J QUANTITY �.. i O 1 1'*','__1.....___t3 3_ 3_ . _ 3_. SPRINKLERS 70-6 I 1 -6 I 1 -9 12-8 14-8 14.0 2 _ _.__.. 2-9 ; 2 € -'14} -" il" ?� i SYMB, 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL I I I ! _... l I......._.__._... _. f xy'0 3 p epi o y�o I �,o apo o • (,DBE GR RE( i QaIENT WITH QRQ£ .-, I : ..� 1 i .-• I F 3 I E I. ! I I M afY E z ,jv C v v '" v I er v .r r ESCUTCIEDi 5T IIz 9T I.. I 1 ! "u , o I I so 75 GL 1 6 8,1 155 f I j t- : ..,. ._. • : • -•�-- '_ , • , i._. ._• -- 12 GL8127 81 200 aDBE uPRI(iir eRass 9 I Ef I'E1WIT VITH SLEEVE AND I I 1 I ' _I Ia®E DRY I ; ! p p i II I i � 2 GL5679 1 5.6 200 I IES E, E ! ! I I € i I ~ a E€ I __. . __ _ 1 h .,_ -Imo- i l i 1 I err^ ( € I ( �I 10. 1 i - yi I yi+ 1 .�.. I I E -. I oo __. _ E : i 3 i f ( I i € I i I i [ i E : „ i 1 I ! € i : .... I Ili f I I i j 1 : ;� I L, , I 8T .... C._ I I "_ _. }} - _.; _... .............. ...,,. : . .,.,,, _. _...... ..... ... _ _ _ __ _ 1 _ I 7 O I [ ! L f I f: I .. k O .... L. .. ___ r_, , . ... . '-1 I _-T ?w 1 i i € _ I' ----i=- ,T"',_1 ,""-a� ; ?� I ----� .p_.......:,p..._�"'_...`' _.__e_,.... -F_._; ' I I �,1 I. .-. : ,.r-,.OQ..__-._g..__._..t�_ : •--�CO I'1 /!i; I OD' 3, OI '` OD ji OD -''�.; / I ...... i _ .._......, qtr- _ ,I ! E J € I I\ �I E E E f L ...... t ,_m:ES 3 J E i f„' ' ;A, 1. r; 1 '� �, _I 89 TOTAL PER FLOOR ___ _: __: \, 7T )� i � i ; � I . . H 1 -� _ .� -fil ....("; 1 . I 1 I I ! 7i € i i O 1 i i i - --_ - ___ I ! I i ( I I �....... TOTAL THIS SHEET I l i _ W... " -, . _:.__ - I I ; i I D SUBMITTALS E , ! ( ATE BY k 1 E __.. n ,... I I I 1 I I �_,_....._.........._. _ .. ao .~m -!co 1 1 -� 3/26/15 QA REVIEW BD : : I , ; I . I... ]] ,.. L__� E1. Ir., 1 r r', 1:' Ii ( Tii l._ t - - _ .. i T Y! a I • • ( • • • • (• i E I p - i 219 __.., 'n''j O{ F \ I I I ' - --- - - 11 - I �. _.... _,,,,,,,,,,,,,,,, ,- .. 1...... I i . I : .t _.�.... i '%I 11r , E E E E .iii" 1 ; I _ f i \. .u n i i i n E n r-l r- n E r. i O _. , k ti.._. DATE XX E X -- - NO i ao ao O ao .c / I r"oo ao co I E . 1 . '�!� _ I l 3 - .,E I_ �...._ ._.... _. ..... I E !; F i E i € r II11) I ..... , 'Ei AREA ..._...IO 1T € ! I ��e : ( I ` YE E _.�SO € E .__......................_ ____.....J Ili _..._. 1% 2 �10 li ill E f ':LJ 1 ' i i V ; [ ICJ I LJ ' V ( I I '�O '�p is i : f._. -.........__- ;._..,t.........k�...4._ ... ..3 ... ...... F .. I E i ... �...._ - Y ''``tt �.+ .9�_ ':€ .-. _.._. sD ..._.._ ;;. ._. _ND. ,._. .__............. i ..__ �O -___ -' : ,N6': , �y.�0. ' ___. _. ..a1Y.-SII. I E .. .... +.0 \: III �` I E .•-, 1 .-a I r' I .--, ':I _I ,••, 1 ),; ,y 1 �.... - - - --- -- - -- -- ------ ------ 1 i t _.___. ....._.......'............. T .: ...... .......:.S� .. . .-_ .._.... II 1. 1. ......Q......................_._...._..____ ........ ., I.. Ci ........ __._. ....... ..._...F.!.... _ .._.. ....... _. ._. 5,�..... ...r.>,. ... -- - - E: -z".� _. �:....::. "I' :. . ,E r. ::::. .. •i. ,x,_':.......... , ..._ "4::::' ii=' -:f ..... .... Er .... .._ I\--. ._.. .... _ f ... .i) _ : .Ii f i : ' O.. .,,. ,,.,,,,.�._... ..... ,,,.........r ..,_,.,., , ...._,_._.. „__. .. :.:.J...... , _.;...v»r. w.wwav+vrw -- awa..a...w�,,,�ww w .ww.w .. _.._� is E Y , ... ...._ ..._ .. a _..._ _:_.�___... ....._._ a �'z"` YaT. .. ,<..... .S>'C..._ :.. ... , '..n.: c..w "1::.._..._..:aS�;.:Y«'Y.s_�....I.�w« '.,"::5,�`:.,'.,T:N_� .:"_5:..".,_:TTs- 'i)'""" w...�..,w..._, t / "'.m .� '___.x...�......_.......,,..F,.a...., ��"".�M..�Y'm"�' Yom. _ ... a;:"i,�_ �.. �+.. .. ., ..Y" �. ." �'L'�:'�,��'�� Y.. �„P: .......... . - __ ___ _ 1 L __ _� _ __ _.- - __I L - ____ W__ - ___. ___ _ _ I. I I i I ; WA"E � l1 DESN'aN AREA NODE COV9�AGE I NE r2 # AREA Automatic Fire Sprinklers,Inc. Automatic Fire Sprinklers. Inc. i E P WA 13 NFPA ETE1 1 107.6 SO. FT. I!. I -- i MAIN OFFICE - ORLANDO, FLORIDA LOCATION: LOCATION i? 107.8 SGI. FT. . O I I 222 CAPITOL COURT OCO�. FLORIDA 34781 3 107.6 SGI. FT. PHONE (407) 8158-3030 FAX: (407) 858-6028 HAZARD: LH OH I OH 1 EX I EX M O O O O O FT. 1 JACKSOMI" I3 TMMA, FL P06R+APD UiEACH FPL .20 GPM/SQ. 4 DENSITY: 107.6 SD. FT. ! n3�asTReurlorl AVE war 3226 CFERHY PALM DwvE 3121 NW 16TH TERRACE O , BUILDING FIRE PROTECTION � LAN I JACI(SONVII.E,FL 32256-2746 TAMPA FL 33619-0;137 ' POMPANO FL 33064-MOB BEACFL HOSE ALLOWANCE HDD: PHOPE 904 266-3030 PHOPE - ULIC CALCULATION MET < ) (e13>63o-alai PHorE(964)9v 3030 HYDRA s 107.6 SQ. FT. I 1 O ' . FAX(904)288-0724 FAX(83)630-0312 FAX(964)99-9424 SCALE. 1/8"`=T-0" 9 973 S Ft OGI O ROOM DESIGN NI�THOD SECTION 112.3.3) INSIDE PMr Sq I s Y28.7 S0. FT. �►�. . f FT. FL NC STATE LCB45E5 Z OSPECIAL DESIGN AREA (SECTION 11.23.4) OUTSIDE 250 GPM � i 43>0,,,� DRIVE ,� �,� 4883 LAREDO AVE NC 26o2»9ri CONCORD. NC ALAPM:28222 LV C� DENSITY/AREA METHOD (SECTION 11.23.22) O7 128.7 SGL. FT. ( ( ) '�4 PHDNe neo)�e2-3oa2 sc WRNaet flIS € FAX(238)433-3263 FAX 1704)795-SM SC ALARA:3385 12� c q v I o ' - INITIAL AREA: 1500 SO. FT.„ CEILING HEIGHT: a 128.7 SO. FT. j E I I AREA ADJUSTMENTS: r.._ f1._ I O 128.7 SGI. FT. ❑ AMA NCFEASED 30% FOR SLOPE GREATER THAN 212 WON-STORAGE ON.1� A / `�� DOLLAR TREE ❑ AREA INCREASED 30% FOR DRY OR DO H MH�LOCK PFEACTION SYSTEMS \ \,3 "' O' \.. �' _.. ___.. -' I MAYPORT ROAD ° '� �® `5% FOR HIGH-TEMPSPRNWM ' ICILY) ATLANTIC BEACH, FL AREA REDUC® FOR GIUCK SPF�.61S MW BE WET SYSTEM) �. QUa( REDUCTION: 37% - -11 TOTAL AREA 555 I'I H T N N AOdJSTMBT& UTO COMPANY ADJUST® AREA: 945 SGL FT. ACTUAL AREA: 1015 SGL FT. i 736 CHERRY STREET I ADDITIONAL NOTE S • I CHATTANOOGA TN 37402 1 ; - rf !I - 00902N PLAN SHEET TITLEP LAYOUT -- - -- - - - - -- - - - - - - --- - - ---- DRAWN BY, ROBERT DEWAR, P.E. _ 1 TOTAL A/S, 89 P 0 DATE, MARCH 25 2015 i 1 AHJI CITY OF ATLANTIC BEACH 4' 2'1' 0 8' 16' CONTRACT # 203733 i I I i I I I CENTER OF TILE JOB? �YES NO CENTER ON FIXTURES JOB?�YES NO 1. I sHEET # CONSTRUCTION TYPE, IIB IT II OCCUPANCY, l ■ MI; 1l t ___- __ - ___ - ___-- _____ - ,--- __ - - ___- __ - - __ - - , - ------ _ _ - - _____ - � __ -____ --___ __- _ ___- -7� FP1