The URL can be used to link to this page

Permit 2102 2104 Beach Avenue:fisting Fence I / VIBURNUM HEDGE f 1 • * Holly Fern I / II Holly Fern--— � I I • CABANA j • • � > Existing Neighbor's fence ._ + w , � OOG RUN Podocarpus Hedge / L 17 4 SOD + 'i! • �� l�'y+��,i I }9r�� i �� .TSI ' ..�I 't `�'i !ti� p , ur�� Seaso$al ColorW. j i _ � f II{ c SAVED TREES a I Seasonallcolor SOD i _ A 7.77 r I ■ I ' Drain Pop-ups I / ■ LOT#2102 SOD VIBURNUM HEDGE"- o ro e A # Stucco Column t T g • MULCH PATH SOA Plumbago Add 41,10"Min.10'-14'CT Sabal Palms Call box for Gate 21 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD JATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001040 Date 8/04/08 Property Address . . . . . . 2102 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 8 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROCHOW NELSONS PLUMBING CO. INC. Q/A: NELSON, SCOTT 11590 E DAVIS CREEK RD JACKSONVILLE FL 32256 (904) 262-4884 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/31/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION J {�7 4' yr R fill Date: Property Address: _�21c)N j8eaUU1 tittle. Owner: Telephone#• Contractor: Ne bon Plmolbl!�qTelephone Contractor Address: / I5 �0 a � 'Fax#• �a r In consideration of permit given for doing the work as described in the ibef a statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, d New list the building per Wugl r: Ll Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains �_ Washing Machine Lavatory �_ Water Sewer ( Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _ X$7.00 + $35.00 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845. http://www.cl.atiantic-beach.fl.us NELSON PLUMBING CO., INC. ROUGH WORK ORDER Builder: Job Address: l b '�k P-V C,�O Lot Number: Subdivision: Job Request By: J k�` Date Request: 3 U Date Work Is Needed: LMOI)!�aj " Plan: Permit: Locates: Purchase Order: S,C 0 r-1 LI/ FIELD NOTES: Complete: **STAKE OFF ALL PLUMBING IN FOOTERS** **PUT TUB BOXES ON ALL TUBSJSHOWERS** Z � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001447 Date 10/23/08 Property Address . . . . . . 2102 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- ROCHOW HWK MECHANICAL INC 54-1456 US1 HIGHWAY CALLAHAN FL 32011 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/21/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i f 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _ PERMIT�ORMATIt31N; _ _ tOCAt19K INFORMATION Permit Number: 22444 Address: 2102 BEACH AVENUE �{ Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 211,538.0018 INFtIA10N . Date Issued: 8/03/2001 Name: JOANN COLLINS Total Fees: 4,870.92 Address: 65 WEARIMUS ROAD Amount Paid: 4,870.92 HO HO RUS, N.J. 07423 Date Paid: 8/03/2001 Phone: (000}000-0000 Work Desc: NEW TOWNHOUSE HRS660/SURCHARGE .723 CUSTOM HOMES BY BRYAN LEIS ERlli T ., 1,209.0 ' AS P. F :_ 910.00 : .�> Et iMP,ACT FEE 1,250.00 AT R METER/TAP- 525.00 RAGAS-KR.S` 3.13 � �y` ;�40O.f4'CAB.5% 0.17 j� O fTAL IMPROVE 325.00 r' e0ROSS CONNECTI() 1 k 35.00 HARGE/A2.26 TL ECHE 11.36 I SEWER TAP° 600.00 "'N'Sol G � N T NOTICE:, INSIDE C �� STBE REQ E,13-AT LE.AST,24 HOURS PRIATO IASPI-ECTION BUILDING MATERIAL.,,RUBBIS 41 DESRIS 0hbM THIS WORK MUST NOT BE ICED IN P,0BLiC SPACE,AND I MUST BE CLEARED AND HAUEI AWAY BY EITHER CONTRACTOR OR O ER N ACV' "FAILURE TO COMPLY WITH T NSTRUOTION LIEN AN REST IN THE PROPERTY OWNER Pik*, G �� TS if ». ISSUED ACCORDING TO APPRO -P S WFI CH RIlk TSjF'It' AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO S ft= _ AT ATICi, BUI DING D T. ,.F operator: CERYLE Date: 9/13/91 91 Receipt: W9138 i r Book. 10088 ,Page 354 PARCEL "A" A PART OF GOVERNMENT LOT 1, FRACTIONAL SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF SEMINOLE ROAD, COUNTY ROAD NO. 608, FORMERLY SEMINOLE BEACH ROAD (A 100 FOOT RIGHT-OF-WAY AS MOW ESTABLISHED) WITH THE NORTH RIGHT-Of-WAY LINE OF 20TH STREET (A 40 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); SAID POINT OF REFERENCE, ALSO BEING THE SOUTHWEST CORNER OF LOT 80-A, NORTH ATLANTIC BEACH, R-C-B-S CORPORATION AS RECORDED IN PLAT BOOK 15, PAGE 93 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE NORTH 895000" EAST ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFORESAID 20TH STREET, A DISTANCE OF 201,56 FEET TO THE POINT OF BEGINNING, THENCE NORTH 04'10'00" WEST A DISTANCE QF 100.24 FEET; THENCE NORTH 8950'00" EAST, A DISTANCE OF 8.86 FEET, THENCE SOUTH 04'10'00" EAST, A DISTANCE OF 45.11 FEET,• THENCE 89'50'00' EAST A DISTANCE OF 1200 FEET• THENCE SOUTH 04'10'00" EAST, A DISTANCE OF 55.13 FEET TO A POINT OF INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF 20TH STREET; THENCE SOUTH 89'50'00" WEST ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 20.86 FEET TO THE POINT OF BEGINNING. PARCEL B" A PART OF LOT 80A, NORTH ATLANTIC BEACH, UNIT NO. 3, R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 93, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, fLOR10A, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE NORTHEAST CORNER OF SAID LOT BOA; THENCE SOUTH 02'11'11" WEST, ALONG THE WEST RIGHT-OF-WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY), A 25 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED, A DISTANCE OF 55.05 FEET TO THE SOUTHEAST CORNER OF SAID LOT 8OA; THENCE SOUTH 8950'00" WEST, ALONG THE NORTH RIGHT-Of"-WAY LINE OF TWENTIETH (20TH) STREET, A 40 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED, A DISTANCE OF 83.92 FEET, THENCE NORTH 04'10'00" WEST, A DISTANCE OF 55.14 FEET,• THENCE NORTH 89-50-00" EAST, ALONG THE NORTH LINE OF SAID LOT 80A, A DISTANCE OF 90.03 FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING THE SAME LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 6063, PAGE 1229 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CITY OF ATLANTIC BE-ACE Fixture Uaic worksheet for Water Impact Fee FIXTURE UNITS ARE 'cSTABLI5HED AS THE HEASUR�'+ENT OF WnTS t pE.%�AYD FOR EACH WATER FIXiVRE UNIT INSTALLED AND CONNECTED TO TtiE CITY wA"=R S7S7i.`!. T'AE WATER SUPPLY C:LQRGE IS HEREBY FIXED AT DOLLARS PEI FIXTURE UNIT CONNECTED To THE CIi( WATER SYSTE_,• . '7 BATHROOM GROUP CONSISTING OF SERVIC' TRAP STA,vD WATER CLOSET, LkVATORY & BATH (g) TUB OR SHOWER STALL (6) 2 1 �+Al+.R Cr.OScT WATEI CLOSET. TA.NX OPERATED (4) y VALVE OPE°tiTED (8) G� DATdTU3/SHOkER (2) URINAL WALLL I? (4) SHOW?—X CROUP PER HEAD (3) SHowa STALL DOMESTIC (2) LAUNDRY /3 L AVA-l-ORY (s) S'-NK A:ID (3) WASu�I'tC ".ACHINE (3) I DISHWASHZ3 (2) WASH S7-NK _AC' SE. CF FAUCETS (2) ICZTC3EY SZ;iX (2) DENTAL LAVATORY (i) / LI7C3F3i SIXr WISH WAS TZ 3 DENTAL UNIT OR CUSPIDOR (L) GZI21B E� (3) 3InE- (G} URINAL STALL, WASHOUT' (4) FLIJSHZ}fG il±i SINK (8) CO2f.B ZNAT.ON SIT < AND 7Rr4Y W i 7F FOOD OISPOS. {4) QRINAL. P=ESTA.L. SY?HCN JET DRINKZ:iG FOUN 'ALN (1 i.) 3LOWOUT (Z) / LAVATORY. 3ARBE3/3EAu v i ICE HAKER (L/Z) SHOP (2) SURGEONS SINK (3) � LAVATORY, SURGZONS (2) IACUi.T,Z (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 'Y S S20.00 Fr1C;i ; l c JOB IAFMuATZON J lC 2 "xrw Vr Ford, Don From: Walker, Chris Sent: Wednesday, August 01, 2001 11:27 AM To: Ford, Don Subject: WATER AND SEWER FOR 2102/2104 BEACH IS THIS GOING TO BE A DUPLEX OR TWO SEPARATE UNITS?ANYWAY THEY WILL HAVE TO PAY FOR A 6"TAP INTO THE MAIN THAT RUNS BEHIND THAT LOT IN THE EASEMENT, ALSO WATER IS AVAILABLE FOR THIS LOT 2 TAPS HAVE TO BE PAID FOR THEY ARE A SET PRICE. THE SEWER TAP WILL COST HIM $ 1200.00. CHRIS 1 L&x x.vunty rruper[y Appraiser-Parcel Summary Page 1 of 2 Parcel Summa -Values from the 2001 Certified Tax Roll RE No.: 220400 Owner's Name: COLLINS , JOANN R Property 20TH ST Unit No. Address: ATLANTIC BEACH 32233 IMailing Address: ARIMUS RD HO HO KUS , NJ 07423-1717 Pro er Use: 9400 RIGHT-OF-WAY Legal 19-93 09-2S-29E .036 NORTH ATLANTIC BEACH UNIT 3 PT LOT 80A&PT description: GOVT LOT 1 RECD O/R 9993-1967 Nei hborhood: 940902 SEMINOLE RD TWNHMS Sec-Twn-Ran e: 09-2S-29E OR BK& Page- 09993-1967 Map Panel: 553 1 Sale Date: 5/8/2001 No. Buildin s: J10 Sale Price: $36,000.00 Land Value. $140.00 IFReated Area: 10 Class Value: $0.00 IExterior Wall: Im rovements: $0.00 ff"g Authority: USD3 Market Value: $140.00 I County Tax: jj$0.99 Assessed Value: $140.00 School Tax: I$1.16 Exempt Value: $0.00 District Tax: 11$0.42 Taxable Value: $140.00 IFCther Tax: 11$0.07 Sr. Exempt. $O.QO Voted Tax. $0.08 Sr. Taxable: $0.00 Total Tax j$2.72 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-It Feedback (below), not the Property Appraisers Office. EREMap-It Feedback Home PRC New Map-IT Taxes Payment Feedback Appraisal Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=169722+0400 9/27/2002 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23945 Address: .2102 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC-BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed.Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION . Date Issued: 4124/2002 Name: JOANN COLLINS Total Fees: 30.00 Address: 65 WEARIMUS ROAD Amount Paid: 30.00 HO HO RUS,-N-.J. 07423- Date.Paid: 4/24/2002 - Phone: • (000)000=0000 Work Desc: INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEM 30 HEADS - CONTRACTO S APPLICATION FEES . WAYNE AUTOMATIC FIRE SPRINKLERS =>, :_ - 30.00 -,,:= `1 � �' --� ter_ -•. ' NOTICE BUILDING MATERIA- .w. C SPACE,AND MUST BE CLEARED& "FAILURE TO CO ,. NS. -A,{N C THE PROPERTY OWNER ISSUED ACCORDING TO APP ' `f SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABt Opera CHERYLE Type: OC Drawer: I �,l— C. ` Date: 5/09/82 01 Receipt no: 56817 14 ' PERNIT54UILDING 1 530.88. { ATLA TIC BEACH B LDING DEPT------ 00180003221M • 2104 AC CK CHECKS 3571 568.08 .Its r► l09/92 Time: 9:33:04 Nov 11 01 10: 45a Building Department 904-247-5805 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAMrIC 11"CN,FLXRtUA 3A13S APPLICATIO-N FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all if ems in sections 1, 11, 111, and IV, iocAZloN Street Addre,�- -rc E Acq �p E '2-10' - OF Ishresdinq stra+lt: ifafw•+n �0 �`�'� And Ny '�'{1 e�.• BUILDING sub.dfvidan Il. IDENTIFICATION—To be completed by all applicants, In coedderatlon at permit given for doing the work as dascrt6•d In the above Oot•manl wa 1a1a6y agree to partorm.dd woh In"cardnaea with the attachpd plans and spaeiitnY.on+which ere a pore 6ar•of and in aeeerdane•with the City of J•ek,.n M• ordineneer and .1anda,de of good.practiu Gcted thareln. Name of Moe6aalut Contracfnn Conkaafor(►rtntj '('QH 7 C FIRLSDRUAS Muter Nemo e( ►raper{,owner _ Tnamw OlolhNS Siq 14 Of Ore•r signdun of of Authorized Agent Archllast or Engineer Ill. GENERAL INFORMATION A. Type of heating fuels B' IS OTHER CONSTRUCTION SEIp G OONE ON (3, 8eetde THIS SUILOING OR 31TEI 4 P S ❑ Gas—❑ I.? E3Netvrot ❑ Central Utility ' iF VEE,GIVE NUMBER O CANSTRUCTION ❑ Oil PERMIT 12-44A - _ ❑ Other—specify IV. MWHN M .AL 69111►MliT TO SS INSTALLED NATURE OF WORK (Pmvida complete Od of cempan"h oe back of this form I 13 Residential or 0 Commercial ❑' Nea1 ❑ Speea ❑ Aoeumd ❑ Control 17 Raor C1) New Building ❑ Air t:ondrtioalaq: ❑ Room ❑. Control Q Existing Building ❑ Duct Syrfem: Motorial 7hlckno„- ❑ Replacement of existing system Ma.lmum c.pactry cfrn. �. New Installation(No system previously installed) ❑ ilabige»trwn ❑ Extension or add-on to existing system - ❑ Costing fearer. Capacity ❑ Other—specify Rro rpelnslen: Numbs of head• ❑ Elrrator ❑ Manatt ❑ I;rratofor jnelnber) ❑.6aasgne pum w Inumberj THIS SLAC! 1011 OF►iCli USi ONLY ❑,•Tasks jnum6er) lamer{+ ❑ LNi eente(xery (numberj ❑ Unfired pee»uro vew•t R3 Wien Pa mit Appro.ed by Oats . ❑ Otho'--••Specify permit I.& — PST ALTA EQUIPMENT A6l CO NDI'1'ION*G AND REFRIGERATION $QUE MEN7 Number Units DeaeriDtlan WO&INumber Manufaotnrer 1�ATING•FURNAC1 a, 80ILSRS, FIREPLACES Num mor Units Vescaiptlaa 39001 Nwnbar Xenuta h"w C&VdUppaeae!! ty AMPraving TANXS d Maar 1llaatp 21ambw Cape Iy O�onti Aid xaws fA Serial AP � ]tantuaottase No. � CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION �Permit Number: 24465 Address: 2102 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: DUPLEX Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 711 SJ2002 Name: CUSTOM HOMES BY BRYAN LE-N-DRY Total Fees: 50.00 Address: Amount Paid: 50.00 IL n Date Paid: 7/18/2002 P 00-0000 Work Desc: INSTALL NEW 2 L H; VC ALUM SERVICE CONTRACTOR Al P TION FEES TRI-COUNTY ELECTRICAL T T, 50.00 Ilk 11,ok M., NOTICE - IN ECTION ESTEDAT LEAST 24 HOURS!! RIOR,TO I PECTION BUILDING MATERIAL, BI WOk-K MUST NOT 1S FROM THIS LACED iN DBLIC SPACE, AND P AV Y NTRAC MUST BE CLEARED UP *jAjU V& ff,H F R-,G 0 0 OR FAILURE TO COMPLY. 5T 1 LT IN THE PROPERTY OWNER PAYIN M ISSUED ACCORDING TO APPROVED PLA AR ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF - ----- 0"PIt n: 7M ATLANTIC- BEACH B ILDIN T. 23Q 9W HE CK cow 7W Tun 4"* 7119142 ?in: 16:59:0 TRI COUNTY ELECTRIC PAGE VI 07/ �2�2 08:17 9046461538 e• CITY OF A CONTIG BEAC , FLORIDA `�' � �6� 3 (. APPUCAT 0111 !oR ILICTRIC 1. PIRMIT TO TME CHIEP lIECTRICAI.INSPECTOR' i1MPORTANT NOTICE: IN CONSIDERATION OF PERMIT GI EN FOR DOING THE WOR AS DESCRIMED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORIy1 SAID WOR IN ACCORDANCE WITH TH ATTACHED ALAN"ANO"►ECiND TION F AC RDANCE WITH THE CECT ICAC WHICH ARE A PART HEREOF;AND IN REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES, TRI COUNTY ELECTRICAL CQNTR&C INC. uKralo dA1 KDG.SIZE .,.�-- -»----94TWO � �' RES.�/� COMM.I 1 DU PUBLIC( 1 INS.I 1 NEW R'1 OLD i I 111W,( 1 ADDITION I ► TRAILER I ► 'Tom.( ► SIGNS I ► //�'Ro.�• SEIIVICEt "two INCR! fat E I I REPAIR 11 It PER AKE IXOT,SERV !E AWS PH lwy PRIDE" NO. saw sizeNO SIZE LIGHTING OUTLETS "LED OPEN TOTAL RICEPTACLES EALED OPEN TOTAL O•>1D AMq, 1 O M OWITCM9• INCANDESCENT PLUORISCINT S M.V. RI)ItD 10.109• v APPL►ANCtw LL TRAMP. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OT141R MOTORS AMPS EIL HEAT: KW44RAT 0.1 OVpI MOTORS N.P. VOLTAOE PHI NO. i M.P. VOLTAGE PHS MI CE ANEOU TRAMSF RMIRS: UNDER 400 V OVER V. NO, VA I I NO. KVA NO.NEON TRANSF. NO. IN A. MA. I MOTOR sizi SWITCH I PLAIMI14 EACH SKIN FORWARDED S TOTAL PEES h zn•a 1:1£E�60 ca-9T-L�c CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT AT ermi um er: ' ,,. ress: ` Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/15/2002 ame: Total Fees: 99.00 Address: 65 WEARIMUS ROAD Amount Paid: 99.00 HO HO RUS, N.J. 07423 Date Paid: 3/15/2002 Phone: (000)000-0000 WorK Desc: a NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. < Oper: DSNITH Type: OC Drawer: i Date: 3/15/12 11 Receipt no: 42413 14 DERHITS-PilljIN6 1 $".* Trans twwfler: qATr-N--TIC ACH B ILDING DEPT. CK CHECKS 37577 $198.19 CITY OF ATLANTIC BEACH APPLICATION FOR PLUldBl2?G PERMIT JOB LOCAT ION: OWNER OF PROPERTY: AA 2 -S o G n n Cj j ,1 , TELEPHONE NO. PLUMBING. CONTRACTOR CONTRACTOR' S ADDRESS : ) ��iS 1 i �( , N�1�/ s� �sa4sT;n. l'L- 3�o5S STATE LICENSE NUMBER: C- r C- 6 a 03 _2 9 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED i SINKS SHOWERS to LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS I WASHING MACHINE FLOOR DRAINS SHOWER PANS ' SEWER I WATER REPIPE OTHER TOTAL FIXTURES: )2� x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: fvvvw INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904 ) 247-5834 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24411 Address: 2102 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lots):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH. Est. Value: . Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued 7/10/2002 'Name: JOANN.COLLINS Total Fees; 69.00 Address: 65 WEARIMUS ROAD Amount Paid: 69.00 HO H:O RUS, N.J.07423 Date Paid: 7/10/2002 . Phone: . (000)000-0000 Work Desc: INSTALL HVAC CONTRACTORS APPLICATION FEES OCEAN STATE HEAT &AIR. .69.-00 ' - �g �� ISM wy�d."r`"�J•n a 'rh "' 'y��"t'aa £2•y„'xE5.+!a�7� J fr iyfi`"� TY^'r?+W'+' ^tom^jiIII� "' '...c" *r`' "�.7az t.. p '�. �{•y'.S4 M+/�. i h. iL 'k'�`��l�+K�+" '�#• 5tn ". ,a�ygc'TR ,J* "• " 1 ^u 's. Ea ..,.''�, '#>;,`,& i's" xI �•t '. r.�,+ " N �""r 4 �, J' .1r„I.'t 6 r�y,�cr'�.�s'G ¢�ut'�c. ',v * r �� r a�K wa.0 afb� a yr i -4} �.�' #tr^a '+d w ��it V•G�'!pir�F'� 'ti'y��rs�.�� *P..Y'+A.7»�,i ��+j{r �•�'�+ "'ru.d,'Y„ . ,� �•�h,,,al+i'•� 1��=�' '�'y.•z'",,�'+'��,,,�;csrr;a j w: ti'� �' � °r4, 7m r"� .h `�0. Z`"`�a'`'iY � ✓,'.54+ ^m•r xJ � �' �r�.y�. "�frrap".u'�' •. '"'16- "# C �,yyn'��pp^^ x+ 3",*'°'",� S c,,.'� f S�'x d .d p1'r�' 'Fr�'"'r 7�!• , .. .rw cp_°.r�ri}t T� " •`' 1�Lr v,. r W h .i'"f'"o: .. ��"' iw.v. � r.,- 2� - ,, ... �k' ... •, > ..:'.r nc'sltCi.""'SWwy,. +-� ' 3'r��t " ' + . ,rn � ,y�+. '�4..d 4 uY i" F�E s r * xx s•i� u ¢ate M_y . . ��Jc,•yurr x' �� 4F �.�, ; f,,Ni .H � <a `k«�"7.,�'��°��?.�"�"F�.*#rr a � ,�' a',��i" ;." F.�w�is�..�"'� ��7'L .: �iQ' Nl4N +yl d •it`hM1 ,ik� i. �' y 'ol' A j � �.YJ.tw. ��" �� • 4.arc + =I,P- ' a .», •,1 c ,hx4p. s bAN2 nd+TIT ,r rZ3 l,w..l '+ p'x. +,+J x} .i••�,*r 4f7"'' yy, �4yv.""' Lc � J1 y �a, � u yx�{�` 't';y,'•` ,��°'. . ' ��r�.-.*'� �r�.c ta�•^�`�#<��r'��c ��,1�4 "+.��..,,'tp"+�Yr r., ` `�,+Jltt ��'..d�.s�g ah�-Y. ys�u"'1Jy,�`.'� r�,my'�gry '�i ,r y9�sr2,n }•r.�'' _ nf�zt + >rji.,yl lum k,- T t a ,a��s�^-• p Ate:" �.w. ,si � '�r�r � ar•' a . t 7:�'� z "e+c �+,� ?.t NO '5z�,.+...,nffp"L ra� xy5u�t�x�u. d�P"ar�' �,ry.�a�'"+'+a,»R5"�3F�.'a'f`"x,;�;4��'"�,&�y.a4a.0•rt�'`i"Mx3,ti�j yr' F �-",: .. :a� }- r r'�ran�-•''i."Y g. r�,i:.Y� tk+v' � +:�, J�F`rJ�`^•�"-" ,.'.`y s ^3 i�hr5"�� - � N, 8t,11L[?1NG MATE . ��•�$ � � •+�'� .�^.�' �� .��,•�.� ��-�•��, ,�. � � . , PACE,:AND' MUST BE CLEARKy AP . •i20 �,W�Y.� "'FAILURE TOC : �. �� "1-1E • _, v� ,,.w sero �,,a --�.- rL •.. �'�' � aK' `�w Y�� .c . PROPERTY OWN - `r` .�^7a +Ra +�i;!i a`�n '�rl8"� w�'u}n •� ' .?.�,,.,� m�. ',•�-�¢+3a + y�ye ISSUED ACCORDING TOA ' `JECT TO REVOCATION FOR VIOLATION.OF APPLICA a '� � Oper: "CHERYLE Fppe. OC Rawer:.;1 'bate: 7110002 01- Receipt no:. 72010 1, 14 PERMITS-BUILDING 1 569;00. 00100003221000 ATLANTIC BEACH B ILDING D 2102 BEACH UK UHEM "'!V!, d�3�9: 7,11042 Time: 17:02' BUILDING AND ZONING INSPECTION DIVISICN CITY CF ATLANTIC BEACH ATLANTIC aIACN.MORIOA 31133 Aa P ICA T ION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPCR7ANT—APolk-'r.--o _amplete ail items gin, sec`'cns !, !I, '11, anc IV. ' I LCC'~7;CP( $tr.a Addnw L) �• ' CIF Infuaeting sl—w 3.f..sn .20 Ane ///�f„�Cf7� 'All DUilr;4G i Sue-6lririon Il, iCE?JT1FiCA71CN —-o oe completed '::y t applicants. in cnntidantion of permit gin. fat doing the.ork is d■scrioad in the obo.. 'Worrant w haredr agree to Patio'. raid work in eeeordance with the atld acMplant and toeeillcationt.hien an a Par fared and in accordance wish the C:ly of Jacison.iiia woinanoa and standards If of ?oed.praetice Tided therein. Na.••i Mocnanieai y/- Contractor Contractor(Prints ��` �+¢yi5,1"4/ mast., j fes ./ e L) +...si L SIr)pann of O.n a.A Agent Archil.? or cngin.ar i 11. CENRAL IN T N Type df heating fear IS OTHER CCNSMI C-10M SEINE 0 NE ON +, .o THIS 3UILDIHt•■OR SITE? �� Q Set— 11 C Natrni Canted Wilily IF RES. ;IVE NUMBER OF .2 PERMIT y yTg�oN 7 ❑ ^,ti,.e— Specify LV. )4wM'A TICAL SQUIPM04T TO 111 IHSTALIFD NATURE OF WORK t1`1a de complete list of eomerments as beet of this form 2/ 4esidantlat or G Commercial Hest 4 Spec Q xeerued Centres r Five- 3� New 9wlding ALP Coeddleeipq Q t:aem y/Con" L Existing Building • � ? System: McMeie' JtO�,L 1hicLsK �- geoiacement of existing system New inalaltatlon(No system preriaualy Installed) Muimrm eapeeify "�•e C Extension or add-on to existing system Q xeirigerelfM . ❑ Otter—30ecily V Cepifeq fewer. Capacity 9�+" QAnt re•inNens Hrmiaw pf bads -- Q Heves- Q Medift Q acid.--!Inewberl THIS SPAM POS OFFlCA uSA ONLY Q.Geadlee wrepe- —�rwm�e-1 (Rerfwdl Q.Tnia (rtrstewr) Ite..ru Q LPG ceptripwL Ilwmbwl Q WpfLer pteaae vasal Perini► Apptond by Q kaws .. Q QIMr—'Specffjr -- Pamil Fee LISP ALL EQUIPMENT ADR CONDITIONING AND REPRIGMUTSON EQUT MEfr 11>mOpeQnita Deseriattat Ift"'lvmbar Maaufsatunr O il/ 4,4,vC C a ti! W fJ i t� /2�1 vYq, L / IIBATL`IG-FIIRNAMS. BOMERS. FIREPLACES Nt>mb.rCtttf, Deeetlpilpe YodN:ilmsber Mitat:lsattsarr (Cri 1.v "o /1,4•vr 3 77,E0 Lf! TANTS Satf.l APpi Now Many "To@to" Capacity T»e lJa+t►d Name of `( ae4 Dlmrmefma Coata+atea 3temstaottuss No. CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number:' 24543 Address: 2102 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est: Value: Parcel Number: Improv, Cost: OWNERINFORMATION Date Issued: 7/26/2002 Name: JOANN COLLINS Total Fees: 25.00 Address: 65 WEARIMUS,ROAD Amount Paid: 25.00 HO HO RUS, N.J. 07423 Date Paid: 7/25/2002 Phone: (000)000_0000 Work Desc LP GAS CONTRACTORS " ;: ICATION FEES MOBILE GAS COMPANY s ks � k N—au9 low r x •'�'"k�`5S`t .,* a � . yam,y a, `,' y i k 3• .. .. i ,�'s-,.„, j . . 'a ��"��t� �,'�` � r .•,r ' >�' i tea,. NOTICE - E ` BUILDING MATERIALS MUST BE CLEARED SPACE,AND � :� � `�,Et�`�'<� i Atl:'u"��,� �._ ; "FAILURE TO COMPL g THE PROPERTY OWNER PA k `` w.•x,�7��y � k 3 n3 e ,f'M" .rii " ?; , � V ." �er„r ISSUED ACCORDING TO APPROV ,. a' , � b SUBJECT TO REVOCATION FOR VIOLATION OF.APPLICABLE PRO x - ,r n u Oper: CHERYLE Type: .00 Drawer: I V Date: 7/26/02 01 Receipt no 75692 LZ +^—� 14 . PERMITS-BUILDING 1 $25.0 ATLANTIC BEACH UILDING D @8188@83221@88 1@2 BEACH CK CHECK tram date: 7/26/02 Time: 16:15:28 7Q r W5 SQA BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ©EACH, FLOT41DA 39233 APPLICATION FOR MECHANICAL PERMIT - CALL-IN NOME IMPORTANT — Applicant to complete all items in sections 1, II, III, and IV. LOCATION Street Addrets: �®_ —/r�L! /f //c --- -- ---- - — --- --- -- j - -- -- �G Cyy, OF Intersecting S1rae-Ttr 'Betwee BUILDING 11. IDENTIFICATION --- To be completed by all applicants In consideration of permit given for doing the wort as described in the above statement we hereby agree to perform said work in eccordanr with the attacked plans and specificelions which are a pert hereof and in accordance with Ike City of Jacksonville ordinances and slander of good practice listed fherein. Neese of Mechanical Contractors Contractor (Print( M 0��L� -y� �G Master Name of / Property Owner � !n!S Signehrre of Owner Signature of er Aulhorired Agent �,:r-�� Architect or (Engineer III. GENERAL INFORMATION A' Type of healing fuel: 13. 15 OTHER CONSTRUCTION BEING DONE ON Q Electric THIS BUILDING OR SITE? C�T Gar—( LP (3 Natural ❑ Central Utility IF YES, GIVE NUMBERFCO sTRUCTION C) Oil PERMIT .2,,2 �' . 4oT POA ❑ Other — Specify y yS_ �p7 PO 1V. M 12C"AHICAL EQUIIMINT TO It INSTALL10 NATURE OF WORK (Provide comp:: ';it of components on beck of this form( Residential Ot U Cotntneiclal ❑ Heat ❑ Speee ❑ Recessed 0 Central O Floor New Rulldlnp Q Air Conditioning! iL" Yloam ❑ C:ritrsl (1 Existing Building ❑ Duct System: Material Thicknti C-J Replacement of existing system Maximum capacity c.Lm. 10 New Installation(No system prevlously Installed) ❑ Refrigeration [J Extension or add-on to existing system ❑ Cooling tower: Capacity O Other — Specify ❑ Fin rprinilen: Number of heeds ❑ Elevator ❑ Monlift ! ❑ Eseolator Inumbor) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumpo (number) IR�+r•d) 133 Tents (number) Remarks 0 LPG container .9 =� (nvmb.r) 0 Unfired p►esrvrs wael O Iel{en Formil Approved by Dat Q Oilier — Sportily Permit Fee_ LINT ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT - Nttatbar Volt. — Dbectiptlon Model Number Manufacturer Capacity A=rty N �r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031056 Date 8/24/05 Property Address . . . . . . 2102 BEACH AVE Tenant nbr, name . . . . . INSTALL DUCT SYSTEM Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ROCHOW, DON OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIL 14G CODES. AI - C - U BUIL G OFFICIAL v �ti WT: ubp Ocean State A/C 904-249-8949 p. l q' CITY OF ,ATLANTIC BEACH (� MECHANICAL PERMIT APPLICATION s Date: Property Address: C40 a4,� Owner: Telephone#: eRVI-O Q r Contraetor:QCCA�ny"IfisLLCLQjC Telephone #' C.aQ- OE5 Contractor Address: 141, d � ( 1� _ Fax 4:Fmq- In cunvidcraUon of p vmif given Fur doing the work ns dcxcribtd in the atwv-:sMtrmnnt,we herchy agrce to perform said work in acuurdunt with the attached pleas and speuilications which arc a Part homof and in accordance with the City of Atlantic Beach ordinanms and standards f 04>t+ ilex listed tho-citt. Type of Heating Fuel: if other construction is being dune on this building Ur site,fiat the lJuiltli�rg per,itiit number; O Electric IW- 0 Gra: _LP _Natural —central Utility 0 00 Q Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ beat _Space _Recessed —Central —Floor Residential ❑ Air Conditioning: _Room Central Duct System: Material Thickness Q Commercial Maximum capacity_ _�,�bb cthi ❑ Refrigeration �— ❑ New Building ❑ Cooling Tower:Capacity gpm Q Existing Building ❑ fire Sprinklers: Number of Heads O Elevator: _- Maulift Escalator (Number) ❑ Replacement of Gxisti.ag System O Gasoline Pvmps_ ___(N uni ber) ❑ Tanks (Number) Cl Ne�v 41=111atian D 1,PG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Q Gas Piping Q Other-Specify_ a Other-Specify LIST ALL EQUIPMENT )UR CONYDITIONNG,P F.,FR7GERATJ0N EQUII'ME T&CONIMNSOR'S Approving Number Unita Descripliun Model'# ManuticNler Tom's Agency HEATING—FURNACES.lk)MER&FUMPLACES&AIR RANOLER'S Approving Number Units Dcscdprion Model ft Manutacturcr DTU's Agency TANKS Noolinal Capacity Type Liquid serial Approving How M;wv &Dimensions Contained _ Manufacivra Nn. Agency 800 SeZn-oIc Road• Atlantic Beach,!Florida 32233-5445 Phone.(904)247-5800• Fix: (904)247-5845 • httpa/www.ci.atlantic-beach.fl.us �SL q9 r CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Z Q� Property Address: 0 Owner: n Telephone #: (:911'QO Contractor*Qc ('1 �'j'70 7el "£ IC Telephone #: Contractor Address: 14-7 c, �,�'{,n('�C, Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric ��. ❑ Gas: _LP Natural Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat Space _Recessed _Central !Floor Residential ❑ Air Conditioning: _Room Central rDuct System: Material ^Thickness ❑ Commercial Maximum capacity D 66 cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) Z) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT .AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid era pproving How Manv &Dimensions Contained Manufacturer No. Agency 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 . http://www.ci.atiantic-beach.fl.us nEc- �--j,VIED CUSTOM HOMES BY , q BRYAN'VLENDRY,LTD. of Attanttc Beach City � � and Zoning 061nb February 25, 2002 r] Atlantic Beach Building Department Don Ford 800 Seminole Rd. Atlantic Beach, FL 32233 Dear Don: Enclosed are the revisions to permit#22444 and#22445, the duplex at 2102/2104 Beach Avenue. I have highlighted the areas the changed. Most of the changes are engineering related, as Chris Kathe has noted with the following symbol Please review these and advise so we can continue with the foundation. I may be reached at 237-2711. Sincerely, Jeff Tabb documentl 3202 Saworacc —i Co —1 N O A n m = T m M m r co cn "i O P -ms Ts o -a m o o r ➢ o w t17 -< rD ff r• c r M V) y� D "O .. � O T O ➢ p ➢ NOTE: RE�'� , UPPER LANDING SIMILAR "* � ' BUT REVERSE ANGLE ✓y), nn�n TS5"x3"x'/4" TUBE s STEED, BF6 D2 4 18 fid,';'("' 01,111n SKG 3pcs "/,a"0 HOLES —— 17 EAQUALLY SPACED 0— — i TS5"x3"'/4" TUBE t1'-11 3/4" STEEL BEAM s y 4pcs "/16-0 HOLES x SPACED EQUALLY 'y ,,. �I'T1(.OF ATLANTIC � ��CN �y BUILDING OFFI E U X ob TS5"x3"x'/d " TUBE STEEL FABRICATED STAIR BEAM I21/4"x6"x7" END cli 6" PLATE le'/4"x6"x6" END " 1/2" TS5"x3"x'/4" TUBE PLATE 6 N STEEL BEAM TS5"x3"x'/4" TUBE 1 1/2 - STEEL BEAM O N _ ►� O L N N N J 3pcs "/16"0 HOLES 3pcs "/16"0 HOLES ` SECTION X—X SECTION Y—Y END PLATE ENDPLATE v f � COLLINS RESIDENCE FJOBDA : WN BY: CCK 6/17/02 ATLANTIC BEACH, FLORIDA #: E01-117 CHRISTOPHER C. KATHE, INC. SKC- 2 CONSULTING STRUCTURAL ENGINEERS SHEET 1 OF 2 EXISTING 2"x12" SYP No.2 LANDING STRINGER AS PER ARCHITECTURAL PLANS 2")012" SYP No.2 STAIR STRINGER AS PER EXISTING 2"x6" _ ARCHITECTURAL PLANS SYP No.2 JOIST AT LANDING 5/,,"0 CARRIAGE THROUGH BOLT W/ HEX NUT AND S E C TI O N WASHER TS5"x3"x'/4" TUBE STEEL SSCALE: 1 '/2"=1'-0" FABRICATED BEAM KC-3 2"x12" SYP No.2 STAIR STRINGER: AS PER. ARCHITECTURAL PLANS 5/8"0 CARRIAGE THROUGH Z ,' BOLT W/ HEX NUT AND WASHER TS5"x3"x'/4" TUBE STEEL FABRICATED BEAM EXISTING DBL ' 2"x12" SYP 3pcs 5/8"0x4" No.2 LANDING HEX HEAD LAG STRINGER SCREW W/ WASHER VV/4"x6"x7" END PLATE K-2--- SECTION sKc-3 SCALE: 11/2"=l'—O" A eel COLLINS RESIDENCE DRAWN BY: CCK DATE: 6/17/02 ATLANTIC BEACH, FLORIDA JOB #: E01-117 CHRISTOPHER C. KATHE, INC. SK�T2 - 3 CONSULTING STRUCTURAL ENGINEERS SHEE0F 2 e. TABLE OF CONTENTS Description Pale# CENTRAL MODEL ROC Residential Concealed 4.2 SPRINKLER 1 CENTRAL BLAZEMASTER INSTALLATION MANUAL 9 CENTRAL THREADED DUCTILE IRON FITTINGS 37 CENTRAL SCHEDULE 10 & 40 STEEL PIPE 41 CENTRAL SWING CHECK VALVE 43 MILWAUKEE BUTTERBALL (Slow Close,Indicating) butterfly valve 45 CENTRAL RESIDENTIAL RISER MANIFOLD 49 TOLCO CPVC#22 & #24 PIPE HANGERS 57 HILTI FS-ONE FIRESTOP 60 CENTRAL SPRINKLER HEAD CABINET 63 ACUDOR FLUSH DOOR ACCESS PANEL 65 CENTRAL ROC 3.01 Model ROC /�► Residential Optima TM Concealed 4.2 K-factor - CENTRAL Fast Response Residential ae Concealed Pendent Fusible Link Automatic Sprinkler Tyco Fire Products---www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446---USA Customer Service/Sales:Tel: (215)362-0700/Fax: (215)362-5385 Technical Services:Tel: (800)381-9312/Fax: (800) 791-5500 used to mark the center of the ceiling General hole into plaster board,ceiling tiles,etc. by pushing the ceiling product against Description the Cap.When the ceiling installation is complete,the Cap is removed and the The Central ROC-Residential Optima Cover Plate Assembly installed. Concealed,4.2 K-factor, Residential Operation:When exposed to heat from Pendent Sprinklers are decorative a fire,the Cover Plate,which is normally sprinklers featuring a flat cover plate soldered to the Support Cup at three f designed for use in residential occupan- points,falls away to expose the cies such as homes, apartments, Sprinkler Assembly.At this point the = 3 a , dormitories, and hotels. Deflector supported by the Arms dropsk; ,,, down to its operational position.The They are to be used in wet pipe fusible link of the Sprinkler Assembly is residential sprinkler systems for one- comprised of two link halves which are and two-family dwellings and mobile joined together by a thin layer of solder. homes per NFPA 131);wet pipe When the rated temperature is reached, Residential residential sprinkler systems for residential occupancies up to and the solder melts and the two link halves Concealed seperate,which then allows the including four stories in height per NFPA 13R;or wet pipe sprinkler sprinkler to activate and flow water. systems for the residential portions of WARNING Pendent any occupancy per NFPA 13. sprinklers The ROC Residential Pendent The Cover Plate Assembly conceals the Sprinklers described herein must be sprinkler operating components above installed and maintained in compli the ceiling.The separable two-piece ance with this document,as well as 00 design of the Cover Plate and Support with the applicable standards of the Cup Assemblies allows installation of National Fire Protection Association, the sprinklers and pressure testing of in addition to the standards of any the fire protection system prior to other authorities having jurisdiction. 40 installation of a suspended ceiling or Failure to do so may Impair the application of the finish coating to a integrity of these devices. fixed ceiling.They also permit removal Because of the above cited stipu/a- of suspended ceiling panels for access tions and the varied nature of 40 to building service equipment without residential type architecture,there having to first shut down the fire protection system and remove sprin- will be some compartment designs prole ionAlss the separable two-piece which cannot be fully sprink/ered In klersdesign of the the Sprinkler provides for accordance with the recomendat/ons 1/2 inch(12,7 mm)of vertical adjust- ment,to reduce the accuracy to which NFPA 13R.in the event of this the length of fixed pipe drops to the condition,consult the authorities sprinklers must be cut. having jurisdiction for guidance and approval. The ROC Residential Pendent Sprin- klers are shipped with a Disposable The owner is responsible for main- Protective Caps.The Protective Cap is taining their fire protection system temporarily removed to install the ROC, and devices in proper operating and then replaced to protect the ROC condition. The installing contractor while the ceiling is being installed and or sprinkler manufacturer should be finished.The tip of the Cap can also be contacted relative to any questions. No.4-5.0 Technical from the most hydraulically demanding single sprinkler and, the multiple sprinkler flow rate is the minimum required discharge from each of the total number of"design sprinklers" Data as specified in NFPA 13D or NFPA 13R. TIA 99-1 (Tentative Interim Ammendment)with an effective Sprinkler Identification Number date of May 22,2000 states that the minimum required SIN C2596 discharge from each of the"design sprinklers"for systems designed to NFPA 13 must be calculated based on delivering Approvals a minimum design density of 0.1 gpm/sq.ft.for each of the UL&C-UL Listed. NYC Approved listed coverage areas shown in Table 1. If the flow rates listed (Refer to the Design Criteria Section) in Table 1 exceed a minimum design density of 0.1 gpm/sq.ft., w Maximum Working Pressure then the flow rates in the Table shall be used. Consult the 175 psi (12,1 bar) authority having jurisdiction regarding the application of this TIA to the currently adopted NFPA 13. Pipe Thread Connection Model ROC Residential Pendent and Recessed Pendent 1/2 inch NPT Sprinklers must be installed using the obstruction criteria for Discharge Coefficient extended coverage sprinklers found in the current edition of K=4.2 GPM/psi"2(60,5 LPM/barv2) NFPA 13. Temperature Ratings NOTES 160°F/71°C Sprinkler/1350F/570C Plate Residential Fire Sprinkler Systems should only be designed and installed by those competent and Finishes completely familiar with automatic sprinkler system Sprinkler: Natural Brass design,Installation procedures,and techniques. a. Cover Plate:Chrome or Brass Plated; *Flat White, Bright The sprinkler must be secured in position b firmly White, or Custom Painted p P y y Standard Finish supplied when White is specified fastening the sprinkler system piping to the structure.If the sprinkler is not properly secured in position,reaction Physical Characteristics forces resulting from sprinkler operation could alter its The Model ROC Residential Optima Concealed Pendent orientation and its water distribution pattern. The Sprinklers utilize a dezincification resistant(DZR)bronze frame sprinkler escutcheon cannot be used to hold the sprinkler and a monel thermal sensitive link.The sprinkler frame orifice is in position. sealed with a gasketed spring plate(Belleville Seal)consisting of Several criteria may apply to the installation and usage of �,. a beryllium nickel disc spring that is sealed on both its inside and outside edges with a TeflonTM'gasket.The amts and deflector are each sprinkler.Consequently,it is recommended that the bronze,and the support cup is steel. The cover plate and retainer sprinkler system designer review and develop a working assembly are brass. understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Design Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions,should be submitted to Central Sprinkler. I!lCriteria Include sketches and technical details as appropriate. In some instances,the requirements of this document The Model ROC Residential Optima Concealed Pendent may concern specifications which are more stringent and Sprinklers are UL,C-UL Listed and NYC Approved(MEA 7- which take precedence over those specified in NFPA 13, 95-E)for use in accordance with current NFPA standards on NFPA 13D,NFPA 13R,or by the authority having wet pipe sprinkler systems. These sprinklers with a maximum jurisdiction. ceiling to top of sprinkler deflector distance of 4 inches, have been investigated for use under smooth flat horizontal ceilings with slopes up to 2 inches per foot using the hydraulic design requirements found in Table 1.When unique conditions exist such as sloping ceilings, and when acceptable to the local authority,guidance on the placement of residential sprinklers Figure 1 - ROC Sprinkler Wrench (1265) on sloped ceilings has been provided in Figures 5-14. This * information will provide the minimum spacing requirements necessary for preventing the wetting(i.e.,cold soldering)of the heat responsive element(link)of a non-operated Central Model ROC,which is adjacent to one,which has operated. In these situations the minimum required sprinkler flow rates given in Table 1 should be used. Your local authority should be consulted to determine the number of sprinklers required in the hydraulic design area. The Model ROC Residential Optima Concealed Pendent e Sprinklers are only listed with the Series GB4/ROC Concealed Cover Plate Assembly. The minimum required flow rates for systems designed to No NFPA 13D or NFPA 13R occupancies are given in Table 1 as a function of temperature rating,ceiling to top of deflector ,,,•.°''` distance,and the maximum allowable coverage areas.The single sprinkler flow rate is the minimum_ required discharge Figure 2 Residential Optima Concealed Pendent (Non-Activated) 2-1/2"±1/8" Reducing Coupling � � (63,5 mm±3,2 mm) i Hole Diameter 1 I I I 3/8"(9,5 mm) (ref.) Face of Reducing Coupling E is E E \ d to c%3 r +i 0 0 ai R CT rn r LO N Lj v � Aw I 3-1/4"(82,6 mm) Diameter 3/16"(4,8 mm) Figure 3 Residential Optima Concealed Pendent (Activated) 1 I I I i 5/8" (15,9 mm) Min. 1-1/8" (28,6 mm) Max. 3 Table 1 - ROC Residential Optima Concealed Pendent Hydraulic Design Requirements for NFPA 13D& NFPA 13R Occupancies Minimum Design Flow Coverage Multiple Area Single Sprinkler Sprinklers �w 12'x 12' 18 GPM(18.4 psi) 13 GPM(9.6 psi) (3,7x 3,7m) 68,1 Ipm(1,27 bar) 49,2 Ipm(0,66 bar) 14'x 14' 18 GPM(18.4 psi) 13 GPM(9.6 psi) (4,3 x 4,3m) 68,1 Ipm(1,27 bar) 49,2 Ipm(0,66 bar) 16'x 16' 18 GPM(18.4 psi) 13 GPM(9.6 psi) (4,9 x 4,9m) 68,1 Ipm(1,27 bar) 49,2 Ipm(0,66 bar) 18'x 18' 24 GPM(32.7 psi) 17 GPM(16.4 psi) (5,5x 5,5m) 90,8Ipm(2,25 bar) 64,4 Ipm(1,13 bar) 20'x 20' 24 GPM(32.7 psi) 17 GPM(16.4 psi) (6,1 x 6,fm) 90,81pm(2,25 bar) 64,4 Ipm(1,13 bar) Minimum spacing between sprinklers is 8'(2,4 m). Figure 5-Sprinkler Location for Sloped Ceiling Note the minimum distance between sprinklers changes by A—NFPA minimum of 4"(verify"G"dimension minimum of the angle of the slope. Verify the Listed flows and pressures 4"), maximum 1/2 of the Listed spacing that the sprinkler for"maximum"and 1/2 maximum"distances. Dimensions was calculated for. (i.e., 18'x 18'spacing is maximum of • "A"and"B"are measured along the slope. For angles 9'-0"from a wall). greater than 600,verify with Central's Technical Services B—For angles 00 to 390 minimum B=8'-0". Department. For angles 400 to 450 minimum B=9'-0". rip For angles 460 to 600 minimum B=9'-6". Maximum Listed spacing that the sprinkler was calcu- :. fated for. a C—Maximum of&-0"vertically from the peak. G F—Acceptable for angles 00 to 600. F�k /::•.;: G—Minimum of 4",for maximum, refer to"A"and measure along slope. .—G Figure 6 - Symmetric Sprinkler Location on Opposing Slopes* The minimum distance between sprinklers on opposing slopes p is measured horizontally,some difficult conditions can be solved by staggering the sprinklers,thus increasing the horizontal distance. Remember to measure along the slope B for"A"and"B". For angles greater than 600,verify with Central's Technical Services Department. A A A—NFPA minimum of 4",maximum 1/2 of the Listed spacing that the sprinkler was calculated for. B—See"E"for minimum spacing. Maximum Listed spacing A that the sprinkler was calculated for. A C —Maximum 3-0"vertically from the peak. E—NFPA minimum of 8'-0"(when minimum of 8'-0"cannot F F be obtained due to "B",a baffle must be installed a between these sprinklers to obstruct the discharge on and prevent cold-solder). See`B"for maximum. F—Acceptable for angles 00 to 600. For unequal spacing down from peak,see Figure B. "1 ^.Y Figure 7-Spacing for Sprinkler at the Peak of a Sloped Ceiling First verity that the sprinkler at the peak is considered to be "Acceptable"or"Obstructed"by the sloped ceiling in accordance with Figure 12 Graph. Measure horizontally from the deflector to the sloped ceiling,this is equal to the"D"dimension in the Figure 12 Graph. If the"D"dimension is"Acceptable",then Figure 7 A—NFPA minimum 4",maximum 1/2 of the Listed spacing that applies. If"D"is"Obstructed",then the protection area of the the sprinkler was calculated for. sprinkler at the peak will be the horizontal distance to the obstruct- B—See"E"for minimum spacing. Maximum Listed spacing that ing ceiling. The minimum distance between sprinklers is mea- the sprinkler was calculated for. sured horizontally. Staggering sprinklers will help maintain C—Maximum of 3-0"vertically from the peak. minimum horizontal distances in difficult situations. Dimensions "A"and"B"are measured along the slope. For angles greater D—Horizontal distance from the deflector to the intersecting than 600,verify with Central's Technical Services Department. sloped ceiling. E—NFPA minimum of 8'-0"(when minimum of 8'-0"cannot be a I . obtained due to"B",a baffle must be installed between these sprinklers to obstruct the discharge and prevent cold- A ~A solder). See"B"for maximum. ° .-° :.F .: an F—Acceptable for les 00 to 600. � P 9 E E Figure 8-Sprinkler Location on Opposing Slopes First verify that the sprinkler nearest the peak is"Acceptable" or"Obstructed"per Figure 14. If"Acceptable", Figure 8 applies. If"Obstructed",the horizontal distance to the opposing slope is to be considered as the protected area.The minimum distance between sprinklers is measured horizon- tally,shown as dimension"E". Staggering the sprinklers will �w help maintain minimum horizontal distances in difficult situations. Dimensions"A"and'B"are measured along the s slope. For angles greater than 600,verify with Central's Technical Services Department. A A—NFPA minimum of 4", maximum 1/2 of the Listed spacing that the sprinkler was calculated for. B—See"E"for minimum spacing. Maximum Listed spacing A that the sprinkler was calculated for. F C—Maximum of 3'-0"vertically from the peak. E D—Minimum 4". Also,see note above. E—NFPA minimum of 8'-0" (when minimum of 8'-0"cannot be obtained due to"B",a baffle must be installed between these sprinklers to obstruct the discharge and prevent cold-solder). See"B"for maximum. F—Acceptable for angles from 00 to 600. Figure 9-Sprinkler Location on Coffered Ceiling First verify that"D"is"Acceptable"or"Obstructed"per Figure a 13. If"Acceptable", Figure 9 applies. If"Obstructed", additional sprinklers will be necessary to protect the flat ceiling ° area. The minimum distance between sprinklers is measured " A horizontally. Staggering sprinklers will help maintain minimum + horizontal distances in difficult situations. Dimensions"A"and FL "B"are measured along the slope. For angles greater than E 60°,verify with Central's Technical Services Department. A—NFPA minimum of 4", maximum 1/2 of the Listed spacing that the sprinkler was calculated for. E—NFPA minimum of 8'-0" (when minimum of 8'-0"cannot B—See"E"for minimum spacing. Maximum Listed spacing be obtained due to`B", a baffle must be installed that the sprinkler was calculated for. between these sprinklers to obstruct the discharge and C—Maximum 3'-0"vertically from the peak. prevent cold-solder). See"B"for maximum. D—Refer to Figure 13. F—Acceptable for angles 00 to 601. l Figure 10- Minimum Distance Between Sprinklers on Intersecting Ceilings First verify that"D"is"Acceptable"or"Obstructed"per Figure 12 for the horizontal ceiling sprinkler and Figure 13 for the sloped ceiling sprinkler. If"Acceptable", Figure 10 applies. If"Obstructed",per Figure 12 or 13,then"D"is to be considered the area of coverage. The minimum distance between sprinklers is measured horizontally. Staggering B sprinklers will help maintain maximum horizontal distances y� in difficult situations. Dimension"B"is measured along the \D slope. For angles greater than 600,verify with Central's Technical Services Department. B—See"E"for minimum spacing. Maximum Listed spacing that the sprinkler was calculated for. E � D—Distance to intersecting ceiling. F L E—NFPA minimum of 8'-0"(when minimum of 8'cannot be obtained due to"B",a baffle must be installed between these sprinklers to obstruct the discharge and prevent cold-solder)see"B"for maximum. F—Acceptable for angles 00 to 600. Figure 11 - Sprinkler Location on Sloped Ceiling Intersecting a Flat Ceiling First verify that"D"is"Acceptable"or"Obstructed"per ♦ A Figure 13. If"Acceptable", Figure 11 applies. If"Ob- structed",additional sprinklers will be necessary to protect D the flat ceiling area. Dimension"A"is measured along the slope. For angles greater than 600,verify with Central's A Technical Services Department. C A—NFPA minimum of 4", maximum 1/2 of the Listed + spacing that the sprinkler was calculated for. F C—Maximum 3'-0"vertically from the peak. D—Refer to Figure 13. F—Acceptable for angles 00 to 60°. Figure 12- Obstruction to Discharge by Intersecting Sloped Ceiling If"D"is"Obstructed"per Figure 12 Graph,then"D"is to 10 be considered the area of coverage and additional 9 sprinklers along the sloped ceiling will be necessary. 6 '0120 Only if"D"is"Acceptable"can"A"be considered 1/2 of T——Acceptable— the Acceptable the maximum Listed spacing that the sprinkler was „D„ 6 8! calculated for. Dimension "A" is measured along the (in feet) 51 14'l 14 slope. 4, rl 1Z 3' 2' Obstructed r ��••. •. •••,•..••••••••.. •..• 0° 4° 8° 12° 16° 20° 24° 28° 32° 36° 40°44° 48° 52° 56° 60° (in degrees) ow F A—Maximum 1/2 of the Listed spacing that the sprinkler was calculated for. D—Distance to intersecting sloped ceiling. F—Acceptable for angles 00 to 600. Figure 13- Obstruction to Discharge by Intersecting Flat Ceiling If"D"is"Obstructed"per Figure 13 Graph,then"D"is to be 10' considered the area of coverage and additional sprinklers 91 along the horizontal ceiling will be necessary. Only if"D"is 8• '°•;' "Acceptable"can"A"be considered 1/2 of the maximum 1.T Acceptable a)'a e ,8 -...... ..... Listed spacing that the sprinkler was calculated for. Dimen- n°et) 5 - sion"A"is measured along the slope. (in 4• - Z I Z•.._.._ __... x,11 A 3' --Z -, ..... 2' Obstructed 0' 4" 8° 12° 16° 20° 24° 28° 32° 36" 40°44° 48° 52° 56° SO- F (in degrees) �D A—Maximum 1/2 of the Listed spacing that the sprinkler \ was calculated for. y F D—Distance to intersecting horizontal ceiling. F—Acceptable for angles 00 to 600. Figure 14- Obstruction to Discharge by an Opposing Sloped Ceiling If"D"is"Obstructed"per Figure 14 Graph,then the horizontal distance to the opposing slope is the extent of 5 coverage and additional sprinklers will be necessary to Acceptable --20'-20'_' protect the remainder of the opposing slope. Only if°D"is 4- 18 x,e "Acceptable"can"A"equal 1/2 of the maximum Listed spacing that the sprinkler was calculated for. Dimension"A„ p 16'x is is measured along the slope. (in feet) 3. 14 ,d' 12'x 12 . \ 2 — A D ' Obstructed 110° 15° 20° 25° 30° 35° 40° 45° A "F" or"G" (whichever is greater) (in degrees) A—NFPA minimum of 4",maximum 1/2 of the Listed F G spacing that the sprinkler was calculated for. D—Distance to opposing sloped ceiling. Imp F&G—Acceptable for angles 00 to 600. Step 1.The sprinkler must only be Step 5.After the ceiling has been installed in the pendent position and with completed with the 2-1/2 inch(66,7 mm) r3 nsta I I ati o n the centerline of the sprinkler perpen- diameter clearance hole and in prepara- dicular to the mounting surface. tion for installing the Cover Plate Step 2.Remove the Protective Cap. Assembly, remove and dis- cardThe Central ROC Residential Optima Ste 3.With pipe thread sealant applied the Protective Cap,and verify that p p p p PP the Deflector moves up and down freely. Concealed Pendent Sprinklers must be to the pipe threads,and using the ROC If the Sprinkler has been damaged and installed in accordance with the following Wrench shown in Figure 1, install and the Deflector does not move up and instructions: tighten the Sprinkler/Support Cup down freely, replace the entire Sprinkler NOTES Assembly into the fitting.ROC Wrench assembly.Do not attempt to modify or Damage to the fusible Link Assembly will except a 1/2 inch ratchet drive. repair a damaged sprinkler. during installation can be avoided by Step 4.Replace the Protective Cap by Step 6.Screw on the Cover Plate/ handling the sprinkler by the frame arms pushing it upwards until it bottoms out contact with the ceiling. just not u Retainer Assembly until its flange j only(i.e., do not apply pressure to the against the Support Cup.The Protective comes in fusible Link Assembly),and by using the Cap helps prevent damage continue tscrew it the Cover Plate/ appropriate sprinkler wrench. Damaged to the Deflector and Arms during ceiling y such that it lifts a sprinklers must be replaced. installation and/or during application of ceiling panel out Retainer Assembly its normal position. If r A leak tight 1/2 inch NPT sprinkler joint the finish coating of the ceiling. It may the Cover Plate/Retainer Assembly should be obtained with a torque of 7 to also be used to locate the center of the cannot be engaged with the Support Cup 14 ft.lbs. (9,5 to 19,0 Nm).A maximum of clearance hole by gently pushing the or the Cover Plate/Retainer Assembly 21 ft.lbs. (28,5 Nm)of torque is to be ceiling material up against the center cannot be engaged sufficiently to contact used to install 1/2 inch NPT sprinklers. point of the Cap. the ceiling,the Sprinkler Fitting must be Higher levels of torque may distort the NOTE repositioned.the Sprinkler Fitting must be sprinkler inlet with consequent leakage As long as the Protective Cap remains in repositioned. or impairment of the sprinkler. place, the system is considered to be "Out of Service" 7 �. Care & it is recommended that automatic sprinkler systems be inspected and Limited maintained in accordance with the Maintenance advice and suggestions given in NFPA 5. C: Warranty The Central ROC Residential Optima Sprinklers which are found to be leaking or Products manufactured by Tyco Fire Concealed Pendent Sprinklers must be exhibiting visible signs of corrosion must Products are warranted solely to the maintained and serviced in accordance be replaced. original Buyer for ten(10)years against with the following instructions: Automatic sprinklers must never be defects in material and workmanship NOTES shipped or stored where its temperature when paid for and properly installed and will exceed 100°F/38°C and they must maintained under normal use and service. Wet pipe sprinkler systems must be This warranty will expire ten(10)years maintained at a minimum temperature never painted,plated,coated,or o o � otherwise altered after leaving the factory. from date of shipment by Tyco Fire of 40 F/4 C to prevent freezing and Modified or over-heated sprinklers must Products.No warranty is given for bursting of the pipe and/or sprinklers. be replaced. products or components manufactured by Automatic sprinklers are not to be companies not affiliated by ownership with tested with a heat source.Operation of Care must be exercised savoid damage Tyco Fire Products or for products and the heat responsive element(link)can p J -both before and after installation. components which have been subject to result. Sprinklers damaged by dropping,striking, misuse,improper installation,corrosion,or wrench twist/slippage,or the like,must be which have not been installed,maintained, Absence of the Cover Plate assembly replaced. modified or repaired in accordance with may delay sprinkler operation in a fire The ROC Residential OptimaConcealed applicable Standards of the National Fre situation. Pendent Sprinklers must only be replaced Protection Association,and/or the When properly installed,there is a with pendent sprinklers which are listed for standards of any other Authorities Having nominal 332 inch(2,4 mm)air gap residential fire protection service and Jurisdiction.Materials found by Tyco Fire r between the lip of the Cover Plate and which have the same nominal K-factor, Products to be defective shall be either the ceiling.This air gap is necessary the same coverage area,and the same or repaired or replaced,at Tyco Fire for proper operation of the sprinkler.if lower flow ratings(as indicated under Products'sole option.Tyco Fre Products the ceiling is to be repainted after the "Design Criteria"). neither assumes,nor authorizes any installation of the Sprinkler,care must person to assume for it,any other be exercised to ensure that the new When remodeling,such as by adding obligation in connection with the sale of paint does NOT seal off any of the air false beams or light fixtures or changing products or parts of products.Tyco Fire gap the location of compartment walls,first Products shall not be responsible for verify that the new construction will not sprinkler system design errors or inaccu- Factory painted Cover Plates MUST violate the installation requirements stated s p y g NOT be repainted.They should be under WARNINGS.Alter the new rate or incomplete information supplied by replaced,if necessary,by factory construction and/or the sprinkler system to Buyer or Buyer's representatives. painted units. suit the requirements of this document. IN NO EVENT SHALL TYCO FIRE Do not pull the Cover Plate relative to The owner is responsible for the inspec- PRODUCTS BE LIABLE,IN CON- the Enclosure.Separation may result tion,testing,and maintenance of their fire TRACT,TORT,STRICT LIABILITY OR Before closing a fire protection system protection system and devices in compli- UNDER ANY OTHER LEGAL THEORY, p main control valve for maintenance ance with this document,as well as with FOR INCIDENTAL,INDIRECT,SPECIAL OR CONSEQUENTIAL DAMAGES, work on the fire rotection system the applicable standards of the National P Y INCLUDING BUT NOT LIMITED TO which it controls,permission to shut Fire Protection Association(e.g.,NFPA LABOR CHARGES,REGARDLESS OF down the affected fire protection 25),in addition to the standards of any WHETHER TYCO FIRE PRODUCTS system must be obtained from the other authorities having jurisdiction.The WAS INFORMED ABOUT THE POSSI- proper authorities.All personnel who installing contractor or sprinkler manufac- BILITY OF SUCH DAMAGES,AND IN may be affected by this action must be turer should be contacted relative to any NO EVENT SHALL TYCO FIRE PROD- notified. questions. UCTS'LIABILITY EXCEED AN AMOUNT Do NOT enclose sprinklers within It is recommended that automatic sprinkler EQUAL TO THE SALES PRICE. drapes,curtains,or valancessystems be inspected,tested,and THE FOREGOING WARRANTY/S Do NOT hang anything from the maintained by a qualified Inspection MADE IN LIEU OFANYAND ALL sprinklers. Service. OTHER WARRANTIES EXPRESS OR Do NOT cleanse the sprinklers with IMPLIED INCLUDING WARRANT/ES FITNESS soap and water,detergents,ammonia, OFMERCHANTABILI7YANDFOR A PARTICULAR PURPOSE. cleaning fluids,or other chemicals. Remove dust,lint,cobwebs,cocoons, insects,and larvae by gently brushing Ordering with a feather duster or gently vacuum- ing with a soft bristle(i.e.,dusting) Information brush attachment Exercise suitable safety precautions in Ordering Information: When placing an the use and storage of highly fiam- order,indicate the full product name. mabie materials.The rapid rate of fire Please specify the quantity,model,style, development and spread of which can orifice size,temperature rating,type of be caused by such materials can finish or coating,and sprinkler wrench. reduce the ability of the sprinkler Refer to price list for complete listing of system to aid in the control of a fire in Part Numbers. which they are involved Teflon is a trademark of the DuPont Corp. fwO/Flow Control Tyco Fire Printed in U.S.A.3-01 Products EENTRAL Central Sprinkler BlazeMastere J J J J J J J J J J J J J J J J 4 ,j J .J J - INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL U,S., Canadian and U.K. Edition tgCQ Flow Cen tea/ Control Spri�rlrlfef No. 19.1.0 Rev.7 1/00 vl' l January 2000 UL&C-UL File#Ex4470 Introduction Central Sprinkler Company using BFGoodrich resin has created a line of BlazeMaster CPVC(Post Chlorinated Polyvinyl Chloride)sprin- kler pipe and fittings. Central BlazeMaster products are designed specifically for fire sprinkler systems and provide the following advantages over traditional sprinkler piping systems: • Increased hydraulic capabilities(C-Factor=150) • No precutting and expensive fabrication required • NSF-pw S.E.approved for potable water • Can be easily connected to other sprinkler piping systems • Flexibility in the piping for greater ease of installation • Resistant to rust,scale and foreign contaminant build up • Inexpensive tools required for installation • Greater resistance to seismic activity than copper or steel systems • Easily repaired or modified on site • Easily transported and handled at installation Resists sweating and condensation Conversion Factors • Appropriate conversion factors for values shown in this guide are as follows: 1 inch=25.4 mm 1 foot=0.3048 meters *� 1 psi = 6.895 kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa=1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S.requirements and C-UL List- ed in accordance with Canadian requirements by Underwriters Laboratories Inc.and are Factory Mutual(FM)Approved for use in: • Light Hazard occupancies as defined in the Standard for"Installation of Sprinkler Systems",NFPA 13. • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height",NFPA 13R. • Residential occupancies as defined in the Standard for"Installation of Sprinkler Systems in One and Two Family Dwellings and Manu- Ale factured Homes",NFPA 13D. • Underground fire service systems as described in the"Installation of Sprinkler Systems,"NFPA 13,1999 Edition,and where appropriate the"Standard for Installation of Private Fire Service Mains&Their Appurtenances,"NFPA 24. • Central Sprinkler BlazeMaster products have also been evaluated and are UL Listed in accordance with U.S.requirements by Under- writers Laboratories,Inc.for use in return air plenums as described in the"Standard for Installation of Air Conditioning and Ventilating Systems",NFPA 90A.Central Sprinkler BlazeMaster products are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster®CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R.The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster®CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E..Listing. Central Sprinkler BlazeMaster"CPVC sprinkler pipe and fittings are Approved by the Loss Prevention Certification Board for use in Residential and Light Hazard Occupancies as defined above. For"scope of use"of Central Sprinkler BlazeMaster'CPVC products with the LPCB Approval, please refer to the Approval for the Central CPVC Company in the most recent version of the_PCB Specifiers'Guide,List of Approvals Fire and Security Products and Services. Central Sprinkler BlazeMaster"CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in 40 Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster•CPVC pipe and fittings are UL and C-UL Listed and LPCB and FM Approved for use with Central and/or other BlazeMaster'and/or BlazeMaster'2000TM'CPVC pipe and/or BlazeMaster'CPVC fittings Listed and/or Approved in accordance with the appropriate U.S.,Canadian and/or U.K.requirements Please consult the current UL Fire Protection Equipment Directory, C-UL Products Certified for Canada Directory,FM Approval Guide,LPCB List of Approved Fire Security Products and Services Guide and/or contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in"wet"systems only.(A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster products shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13,13R,13D or 24 shall be followed and when applicable,the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A. In accordance with the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection shall consist of either one layer of'k°thick gypsum wall board,'h"plywood soffits,or a suspended membrane ceiling with lay-in panels O iP January 2000 UL&C-UL File#Ex4470 or tiles having a weight of 0.35 pounds per sq.ft.when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R,the minimum protection may consist of one layer of'h"plywood. In these cases,any standard sprinkler head rated at 170°F or less may be used. B. In accordance with the C-UL Listing, protection shall be provided for BlazeMaster'CPVC pipe and fittings. The minimum pro- tection shall consist of either lath and plaster,one layer of 9mm thick gypsum wallboard,one layer of 13mm plywood,or a suspend- ed membrane ceiling with lay-in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kg/m2 when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open- ings such as ventilation grills,exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre- sent,individual openings exceeding 0.03m2,but not exceeding 0.71 m2 in area must be located such that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open- ings exceed 0.71M2 in area, In these cases,any standard sprinkler head rated at 77°C or less maybe used. C.For a concealed installation per FMAPProvals,the piping shall be protected and completely separated b a permanently installed non-combustible barrier from any area protected by the system. A permanently installed barrier is one that cannot be removed without substantial cosmetic damage. Drop in ceiling tiles,as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per ASTM E 119. 4.For an exposed installation: • In accordance with the UL and C-UL Listings,BlazeMaster'CPVC pipe and fittings shall be installed below a smooth flat hori- zontal ceiling construction per its UL Listing. For C-UL Listed applications,BlazeMaster CPVC pipe and fittings shall be installed below smooth,flat,fixed,and horizontal ceiling construction.For pendent sprinkler installations,Listed Quick Response,ordinary temperature rating,pendent sprinklers installed within 8"from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations,Listed Quick Response,ordinary temperature rating,horizontal sidewall sprinklers having deflectors within 6"from the ceiling and within 4"from the sidewall or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 14'. 5. Central Sprinkler BlazeMaster'CPVC pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150-F(65°C). 6. Central Sprinkler BlazeMaster CPVC pipe and fittings is not approved for installation in combustible concealed spaces requiring sprinklers,as referenced in NFPA 13 unless protected by sprinklers specifically Listed for this application. (Please refer to page 11 of this manual for the Use of CPVC Products in Combustible Concealed Spaces with Specific Use Sprinklers.) NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprinkler BlazeMaster®pipe and fittings can be installed in these areas when protecting residential occupancies according to these standards with sprinklers. 7. In installations where sprinkler pipe runs through an attic space that requires sprinklers per NFPA,CPVC piping shall be protected in order to meet the requirements of its UL and C-UL Listings.The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers.Protection methods and requirements may vary byjurisdiction and are subject to inter- pretation. 8. Central Sprinkler BlazeMaster'CPVC pipe and fittings,when installed in accordance with its UL Listing in air plenums,shall be a minimum horizontal distance of 24"from an opening in the ceiling such as ventilation grills. The FM Approval restricts the use of w Central Sprinkler BlazeMaster'CPVC pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions,consult building codes and Authorities Having Jurisdiction in your area.Central Sprinkler BlazeMaster'systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources,such as light fixtures,ballasts and steam lines.Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central Sprinkler BlazeMaster'CPVC pipe and fittings should be installed from heat sources.Minimum distances are a function of the specific heat producing source,the maximum ambient temperature,heat shielding,if any,and proximity of CPVC piping to the above.Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster'CPVC spacing. 10.During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11.Central Sprinkler BlazeMaster'CPVC pipe and fittings shall not be installed in outdoor applications. 12.The use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. January 2000 UL&C-UL File#Ex4470 Central BlazeMaster®Specifications Pipe Central Sprinkler BlazeMaster'CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),ME&A,Dade County,City of Los Angeles,LPCB,and the National Sanitation Foundation(NSF-pw S.E.)for use in potable water systems. Fittings Central BlazeMaster'CPVC sprinkler fittings conform to the requirements of ASTM F438(Schedule 40 dimensions from 1/4"to IV')and ASTM F439(Schedule 80 dimensions for 2"to 3").Female threaded adapters for sprinkler head connections contain brass inserts.Fittings carry the markings of Underwriters Laboratories Inc.(UL&C-UL),Factory Mutual(FM),ME&A,Dade County,City of Los Angeles,_PCB,and National Sanita- tion Foundation(NSF-pw S.E.)for use in potable water systems. Solvent/Cement BlazeMaster®CPVC socket connections can bejoined using one of two solvent/cementing processes. Connections shall bejoined with Cen- tral Sprinkler BlazeMaster®One-Step CSC-400 or CSC-500 Solvent Cements or Two Step CSC-100 Primer and CSC-200 Solvent Cement. CSC-100, CSC-200,CSC-400 and CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cementing instructions within this manual prior to installation. Other primer or cements shall not be used with Central BlazeMaster'products and the use of such non-approved welding agents will void the Manufacturer's warranty and product Listings/Approvals. Dimensions for Central BlazeMaster®CPVC Pipe Table A•Central BlazeMaster Pipe Dimensions in Inches(Millimeters) Note: Central BlazeMaster'pipe is produced (SDR 13.5 ASTM F 442) in SDR 13.5 dimensions in accordance Nominal Size(see note) Average DD Average ID Pounds per Feet with ASTM442.SDR(Standard Dimen- 3/V (19.1) 1.050 (26.7) .874 (22.2) .168 sion Ratio)is the ratio of the outside 1" (25.4) 1.315 (33.4) 1.101 (28.0) .262 pipe diameter to the wall thickness of 11R' (31.8) 1.660 (42.2) 1.394 (35.6) 418 the pipe. 1'h" (38.1) 1.900 (48.3) 1.598 (40.6) .548 2" (50.8) 2.375 (60.3) 2.003 (50.9) .859 2'h" (63.5) 2.875 (73.0) 2.423 (61.7) 1.257 3" (76.2) 3.500 (88.9) 2.952 (75.1) 1.867 ASTM CPVC Fitting Socket Dimensions Table B•ASTM Dimensions for CPVC fittings in Inches: A B c D E F Socket Entrance Socket Bottom Socket Insidecsl Nominal Diameter Diameter Minimum Length Diameter Size Average Average Wall Thickness i Diameter Diameter Minimum Minimum 1.058 1.046 0.719 0.820 0.113 0.141 01 1" 1.325 1.310 0.875 1.044 0.133 0.166 f p 's A 1'/," 1.670 1.655 0.938 1.375 0.140 0.175 r F 1'h" 1.912 1.894 1.094 1.604 0.145 0.181 2" 2.387 2.369 1.500 1.933 0.218 0.275 ' 21h" 2.889 2.868 1.750 2.316 0.276 0.345 3" 3.516 3.492 1.875 2.892 1 0.300 1 0.375 ger ars a� January 2000 UL&C-UL File#Ex4470 r Product Ratings and Capabilities Pressure Rating&Pressure Listing Central Sprinkler BlazeMaster"pipe and fittings are UL and C-UL Listed and FM and LPC8 Approved for a rated pressure of 175 psi(1210 kPa)for sprinkler service up to 150°F(65°C). Friction Loss Central BlazeMaster®CPVC pipe has a Hazen-Williams C-Value of 150.Pipe friction loss calculations shall be made according to NFPA Standards. The following table shows the allowance of friction loss for fittings,expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings (Equivalent Feet of Pipe) Fitting Size(In.) W. 1" 191' U., 2" 1 2%- 3" Tee Branch 3 5 6 8 10 12 15 Elbow 90' 4 5 6 7 9 12 13 Elbow 45' 1 1 2 2 2 3 4 Coupling 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 `The above stated friction loss values are for Central BlazeMaster fittings only. When using other Listed BlazeMaster CPVC 90°elbows with Central Sprinkler BlazeMaster products, please consult the fitting manufacturer's installation and design manuals. ae� Thermal Expansion BlazeMaster plastics,like all piping materials,expand and contract with changes in temperature.The coefficient of linear expansions is: 0,0000340 inch/inch/"F. r A 25"F change in temperature will cause an expansion of%inch for a 50 foot straight length.For most operating and installation conditions, expansion and contraction can be accommodated at changes in direction of the pipe run.For addition- al information on Thermal Expansion please see Table C•Thermal Expansion go Table C. Temp Length of Run(ft,) Chane 5 10 15 20 25 30 35 40 45 50 70 90 120 160 Where AL=12el(AT) AT*1 Thermal Expansion,AL(In.) 20 .04 .08 .12 .16 .20 .24 .29 .33 .37 Al .57 .73 .98 1.31 e=3.4 x 105 in/in/°F(Coefficient of 30 .06 .12 .18 .24 .31 .37 .43 .49 .55 .61 .86 1.10 1.47 1.96 Linear Expansion) 40 .08 .16 .24 .33 .41 .49 .57 .65 .73 .82 1.14 1.47 1.96 2.61 L=Length of Run in Feet 50 .10 .20 .31 .41 .51 .61 .71 .82 .92 1.02 1.43 1,84 2.45 3.26 AT=Temperature Change in°F 60 .12 .24 37 .49 .61 .73 .86 .98 1.10 1.22 1.71 2.20 2.94 3.92 An example of Thermal Expansion is shown 70 .14 .29 .43 .57 .71 .86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 below: 80 .16 .33 .49 .65 .82 .98 1.14 1.31 1.47 1.63 2.28 2.94 3.92 5.22 90 .18 .37 .55 .73 .92 1.10 1.29 1,47 1.65 1.84 2.57 3.30 4.41 5.88 Example:How much will a 40 foot run of/4"of 100 20 .41 .61 .82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6.53 BlazeMaster CPVC pipe increase in length(or expand)if the expected *'P ambient temperature ranges from 35'F to 85'F?Changes in length due to fittings are insignificant relative to the pipe. AL=12el(AT) AL=12(.000034)x 40 x 50 AL=.82 in.or w Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion(see Table C).When designing Central BlazeMaster sprin- kler systems,expansion of long runs must be considered if temperature variations will be encountered(ie;summer to winter extremes).Methods of compensating for thermal expansion are;expansion loops,offsets and change of direction of the pipe run.(See Figure G for examples of control methods.) The expansion loops and offset tables are shown below.If the change in temperature and the maximum working temperature are lower than those used to derive the tables,the numbers will be conservative in nature.For example,for a temperature change from 60'F to 125'F use Table F because the maximum temperature is greater than those shown in Tables D and E. Table D•Loop Length(30°F to 100°F)AT=70°F yaw For conditions which are not covered in the Loop Nom. Aa Length of Run(ft.) Length Tables,use the formulas and examples found in Pipe 9 10 20 30 40 50 60 70 80 90 100 120 140 160 Table H. size O.D. Length of Loop(in.) 1W 1.050 11 15 18 21 24 26 26 30 32 33 37 39 42 * Note: Table based on Stress and Modulus of Elas- 1" 1.315 12 17 20 24 26 29 31 33 35 37 41 44 47 ticity at 100'F. 1'4" 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 Refer to Table H on page 4. 11!" 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 AT=70'F 2" 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 S=1560 psi 2'd" 2.875 18 25 30 35 39 43 46 49 52 55 60 65 70 E=3.85 x 105 psi 3" 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 O January 2000 UL&C-UL File#Ex4470 Table E•Loop Length(60'F to 120'F)4T=60'F Nom. Length of Run(ft.) Note:Table based on Stress and Modulus of Elasticity at 120'F "" pie Avg' 10 20 30 40 50 60 70 80 90 100 120 140 160 Refer to Table H. Pipe O.D. Size Length of Loop(in.) AT= 60'F Y" 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 S= 1275 psi 1" 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 E= 3.55 x 105 psi 1'b' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 Ph' 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 2'h" 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3" 3.500 19 27 33 38 42 46 50 54 57 60 66 71 76 Table F•Loop Length(70'F to 150'F)AT=80'F Note: Table based on Stress and Modulus of Elasticity at Nom. Length of Run(ft.) 150'F Pipe Avg. 10 20 30 40 50 60 70 80 90 100 120 140 160 Size O D Length of Loop(in.) Refer to Table H. A" 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54AT= 80'F 1" 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 S= 875 psi 1A" 1.660 17 24 29 34 38 41 45 48 51 53 59 63 66 E= 3.08 X 105 psi 1'h" 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 2" 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2%" 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 3" 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98 Hangers should only be placed in the loop,offset or change of direction as indicated.Piping supports should Loop Offset Chang*of Mreafm restrict lateral movement and shall direct axial move- ,4 ment into the expansion loop. t The Expansion Loop Formula has the following compo- �t t t 'g vents as shown below: =Length of Expansion Loop in Inches E=Modulus of Elasticity at 100'F(Table H below) v '. , Z• _,: D=Average O.D,of Pipe Ur OL=Change in Length of Pipe Due to Change in Temperature Figure G•Expansion Loop and Offset Configurations S= Working Stress at 100"F(fable H below) Table H•Modulus of Elasticity&Stress vs Temperature are Temperature'F 73" 80" 90' 100' 110' 120' 140' 150' Modulus of The Modulus of Elasticity&Stress vs Temperature table H Elasticity 4.23 4.14 3.99 3.85 3.70 3.55 3.23 3.08 will need to be used to find"E"in the Expansion Loop For- "V x 101(psi) mula.An example is presented to demonstrate the calcula- ? Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 tion of expansion given a defined thermal change and to cal- culate the length of the expansion loop or offset in inches. 'IS" cal- Stress (psi) Example How much expansion can be expected in a 240 foot run of 2"Central BlazeMaster CPVC pipe installed in 40'F given a maximum temperature change to 100'F? Additionally,how long should the expansion loop be to compensate for this expansion? First,find the temperature change expressed as AT. AT=100"F-40'F AT=60'F Now use Table C to calculate the change in length expressed as AL.Since the run is 240 feet and the table is inclusive to only 160 feet,two calcula- tions will need to be made. Length of run=160 feet with 4T=60'F From Table C,AL=3.92 in January2000 40 UL&C-UL File#Ex4470 - Now we must calculate the additional 80 feet of run for AL. physical and Thermal Properties of Central BlazeMaster CPVC Since Table C does not include 80 feet we must interpolate 80 feet between 70 feet and 90 feet. The Physical and Thermal Properties of Central BlazeMaster pipe can be found in Table I. AT= 60-F OL=1.71 in for 70 feet OL=2.20 in for 90 feet Table I•Physical and Thermal Properties OL= 1.71 2 2.20 =1.96 inches for 80 feet of pipe Property cPVc ASTM Specific Gravity "Sp.Gr." 1.55 D792 Total OL for 240 feet=3.92+1.96 IZOD Impact Strength 3.0 D256A OL=5.88 inches (ft.lbs./inch,notched) To find the length of the expansion loop on offset in inches Modulus of Elasticity,@ 73°F,psi "E" 4.23 x 101 D638 Ultimate Tensile Strength,psi 8,400 D638 1= 3f D(QL) Compressive Strength,psi "o" 9,600 D695 2S Poisson's Ratio "o" .35-38 .38 - 1= Length of Expansion Loop in inches. Working Stress @ 73-F,psi "S" 2,000 D1598 E= Modulus of Elasticity at maximum temperature Hazen Williams"C"Factor "C" 150 from Table H. Coefficient of Linear e" 3.4 x 101 D696 D= Average Outside Diameter of pipe from Table A. Expansion in/(in'F) S= Working Stress at maximum temperature from Thermal Conductivity "k" 0.95 C177 Table H. BTU/hr/ft'/°F/in Flash Ignition Temperature F° 900 D1929 DL= Change in length of pipe due to a change LimitingOxygen Index "L01" %60 D2863 in temperature from Table C. Electrical Conductivity Non Conductor = 3x(3.85 x 105)(2.375)(5.88) 2(1,560) 1=71.90 inches For Loop Length: %I= 'A x 71.90=14.38 in. '/51= 'A x 71.90=28.76 in. For Offset Length: 'A I= 'b x 71.90=17.98 in=18 in. kl= '/hx71.90=35.95 in=36 in. Permissible Bending Deflections BlazeMaster fire sprinkler piping,while classified as a rigid piping material,is inherently flexible allowing it to be deflected,within permissible limits,around or away from objects during installation.The maximum allowable deflections for BlazeMaster piping can be found in Tables J and K. Table J•Permissible Bending Deflections SDR 13,5(73"F) "Bending" (One End Restrained) Pipe Length of Run(L)in feet Size 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' Deflection(D)in inches 14" 1.3 7.8 15.4 31.3 45.1 70.5 90.6 125.4 195.9 282.1 383.9 - - - 1 1.0 6.3 12.3 25.0 36.0 56.3 72.3 100.1 156.4 225.2 306.6 400.4 - - 1'/<" 0.8 5.0 9.7 19.8 28.5 44.6 57.3 79.3 123.9 178.4 242.8 317.2 401.4 - 1'/:" 0.7 4.3 8.5 17.3 24.9 39.0 50.1 69.3 108.2 155.9 212.2 277.1 350.7 433.0 2" 0.6 3.5 6.8 13.9 20.0 31.2 40.0 55.4 86.6 124.7 169.7 221.7 280.6 346.4 1 2%" 0.5 2.9 5.6 11.4 16.5 25.8 33.1 45.8 71.5 103.0 140.2 183.1 231.8 286.2 3" 0.4 2.4 4.6 9.4 13.5 21.2 27.2 37.6 58.8 84.6 115.2 150.4 190.4 235.1 Table K•Permissible Bending Deflections SDR 13.5(73'F) "Snaking" (Both Ends Restrained) 141 "'• Pipe Length of Run(L)in feet --Size - 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' ain Deflection(D)in inches V .3 2.0 3.8 7.8 11.3 17.6 22.6 31.3 49.0 70.5 96.0 125.4 158.7 195.9 1" .3 1.6 3.1 6.3 9.0 14.1 18.1 25.0 39.1 56.3 76.6 100.1 126.7 156.4 1'A" .2 1.2 2.4 5.0 7.1 11.2 14.3 19.8 31.0 44.6 60.7 79.3 100.4 123.9 1Y" .2 1.1 2.1 4.3 6.2 9.7 12.5 17.3 27.1 39.0 53.0 69.3 87.7 108.2 2" .1 .9 1.7 3.5 5.0 7.8 10.0 13.9 21.6 31.2 42.4 55.4 70.1 86.6 Lt. 2W .1 .7 1.4 2.9 4.1 6.4 8.3 11.4 17.9 25.8 35.1 45.8 57.9 71.5 3" .1 .6 1.2 2.4 3.4 5.3 6.8 9.4 14.7 21.2 28.8 37.6 47.6 58.8 °Y O ?0 January 2000 UL&C-UL File#Ex4470 Support and Hanger Recommendations* Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger ) � shall not have rough or sharp edges which can come in contact with the pipe.Do � m4 not use under sized hangers.Hangers with sufficient sizing shall be selected based on pipe size(ie;1'/"hangers for 1 Ypipe).Pipe hangers must comply with am the appropriate Standard,NFPA 13,13D,or 13R,whichever applies and should have 1 s load bearing surfaces at least'k"wide. Some local codes may not allow plastic to metal contact.In this case,plastic ' PP-sleeves or vinyl electrical tape should be used to isolate the materials.Strapping � 9 x pipe overly tight to a structural member can cause damage to the pipe when r•'',•,f_r �� .�.,, �„s .� ash pressurized. Please ensure the pipe is held snug by the hanger,but is not pinched or crushed in any way. One Hole Strap PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELD- ING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS, Pipe Bracing with Standard Band Hanger* Tolco,Inc.and Afcon make three hanger/restraining devices that are available for 40 y use with Central BlazeMaster. r A"one hole strap",shown left,can function as a hanger and as a restraining * device.As a restraining device,invert the hanger so that the fastener is down- ward.Installation in this manner will prevent upward movement of the sprinkler Vp head during activation. A"two hole strap,shown left,can function as a hanger and as a restraining strap. n M,.,.• '..k UL Listed CPVC hangers incorporate features which protect the pipe from sharp Two Hole Strap edges and ease installation. The hex head self-threading screw(furnished with MIR most UL Listed CPVC hangers)is easily installed using a rechargeable electric drill and a'V'socket attachment.No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation.The Tolco Models 22 and 23,and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria.For more information about am Tolco or Afcon products,consult the Central Sprinkler Company. Table L-Support Spacing"L"(ft.)CPLSDR .5Temp°F Nominal Pipe Size Hanger[Support Spacing y." 1" 1'/." 1%" 2%" J3- Because Central BlazeMaster pipe is more rigid than 73' S% 6 6'k 7 9 other types of plastic pipe systems,the support spacing shown in Table L shall be adhered to when installing the system. For exposed installations,Listed support Mill devices shall be used which mount the BlazeMaster piping directly to the ceiling or side wall,except when using upright sprinklers per the installation information on Page 11 of this manual . Vertical Restraint + When a sprinkler head activates,a significant reactive force is exert- * £ ed on the pipe,especially at system pressures greater than 100 psi. The reactive force will cause the pipe to lift vertically if it is not proper- ly secured,especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from Y4",1"or 1'/"pipe,the closest hanger should brace the pipe against vertical lift-up.A number of techniques can be used to brace the pipe such as a standard band hanger posi- Surge Restrainer boning the threaded support rod to'/is inch above the pipe or using a split ring or a wrap-around hanger for restraint. Table M•Support Spacing Distance Note: Threaded rod shall not come in contact with CPVC when to an In Line Sprinkler Head Drop Tee installed. It is advisable to use lift restraint devices such as Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) those produced by Tolco and Afcon which prevent the '/.inch 4' 3' threaded rod from coming in contact with the CPVC pipe 1 inch 5' 4' as shown to the left. 1%inch 6' 5' 1'k Inch 7' 7' >t%Inch 7' 7' Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables M and N. 'Local codes have final authority on which types of hangers can be used. mro 0 Air January 2000 UL&C-UL File#Ex4470 Table N•Support Spacing to an End Line Sprinkler Head Drop Elbow MR Nominal Pipe Size Less than 100 psi(690 kPa) Greater than 100 psi(690 kPa) 'A inch 9" 6" 1 inch Vol" 9" 11/4 inch 14' V Vh inch 2' V <114 inch 2' 1' S$awza4s x �y";xst�tr "T�da:k�! When piping is suspended from a deck,hangers are ............. ._,,.,_..,tw,,u..___ 2iw °avVjtis34�v,. ...._.} required to suspend the pipe as well as provide vertical lift restraint.One hanger can serve as both. Drop locations between supports are acceptable in any location as long as support spacing is in compliance with Table M.Examples of where this type of hanging is used include:concrete decks with rod and ring hangers,'pan decks"on I beams "in with beam clamps,or concrete anchors,and under wood ` y joists with straps or rod hangers.See Figure 0. A�ti�r ��mi_ax: r Fig.O •Drop Ceiling Installation, __,,,.. ... .......... Sw-si!A xw+�tat�xs.�stx so Fig.Q•Sprinkler Drop Pipe Adjacent to Truss When the piping is supported by woodjoists or trusses, yeast T t.?i the structure provides the support,especially when thejoists i are close together.The only requirement with this type of construction is to provide vertical restraint ofthe sprinkler and additional hangers on the line may not be required. When supporting CPVC piping below the deck,and when the supporting members are spaced far apart,it is important to ' ► brace for vertical restraint per Tables M and N.Drop location between supports are acceptable in any location as long as r, x support spacing is in compliance with Tables M and N. "....... " r,• a e Wood Frame Construction In manufactured homes,additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further information. 'CPVC pipe or fitting must be supported near a sprinkler head as shown in Tables M and N. M January 2000 UL&C-UL File#Ex4470 Underground Installation Specifications Pipe Central Sprinkler BlazeMaster CPVC pipe complies with the requirements of ASTM F442 and standard dimension ratio SDR)13.5.Central BlazeMaster pipe is LIL Listed and C•LIL Listed for a rated pressure of 175 psi(1210 kPa)for underground service. A Fittings Central Sprinkler BlazeMaster CPVC fittings comply with the requirements of ASTM F438(Schedule 40 socket)and ASTM F439(Schedule 80 socket). Primer/Solvent Cement All socket typejoints shall be made in accordance with Central Sprinkler's Installation Instructions using the"One Step"CSC-400 or CSC- 500 Solvent Cements or"Two Step"CSC-100 Primer and CSC-200 Solvent Cement. Please refer to sections of this manual for Joining Central BlazeMaster Pipe Systems which reference the application of these systems as well as page 12 for the standard practice for safe handling of Primers and Solvent/Cements. Note: When using Central Sprinkler BlazeMaster pipe and fittings,pipe and fittings must be installed in accordance with ASTM D2774,the standard recommended practice for underground installation of thermoplastic pressure piping and ASTM F645,the standard guide aw for selection,design and installation of thermoplastic water pressure piping systems,and all Central Sprinkler installation instruc tions contained within this document. System Design A Central BlazeMaster underground system shall be hydraulically calculated using a Hazen-Williams C-Factor of 150,and designed and installed in accordance with the the"Installation of Sprinkler Systems,"NFPA 13,1999 edition,and where appropriate the"Standard for Instal- lation of Private Fire Service Mains and Their Appurtenances,"NFPA 24. Installation Procedures The installation procedures detailed within apply to Central Sprinkler BlazeMaster CPVC pipe that has solvent cementedjoints in size ranging from 3/4"-3". Inspection Before installation,Central Sprinkler BlazeMaster CPVC pipe and fittings should be thoroughly inspected for cuts,scratches,gouges or split ends which may have occurred to the products during shipping and handling. Trenching The trench should be of adequate width to allow convenient installation,while at the same time being as narrow as possible. Minimum trench widths may be utilized byjoining pipe outside of the trench and lowering it into the trench after adequatejoint strength has been achieved. Note: Please refer to Central Sprinkler's instructions for recommended set and cure times for solvent cemented joints as found in Tables U through Zl of this installation guide.Trench widths will have to be wider where pipe isjoined in the trench or where thermal expan- sion and contraction is a factor. For additional details on expansion and contraction,please see thermal expansion characteristics on page 4 of this brochure. The following chart shows the trench width and minimum ground cover required for underground installation. Pipe Size Trench Width Ground Cov Minimum Light Traffic Heavy Traffic 3"and Under 8" 12"-18" 30"-36" IMP All Central Sprinkler BlazeMaster CPVC pipe that is water filled should be buried at least 12"below the maximum expected frost line. Itis recommended that Central Sprinkler BlazeMaster piping be run within a metal or concrete casing when it is installed beneath surfaces that are subject to heavy-weight or constant traffic such as roadways and railroad tracks. The trench bottom should be continuous,relatively smooth and free of rocks. Where ledge rock,hardpan or boulders are encountered,it is necessary to pad the trench bottom using a minimum of four(4)inches of tamped earth or sand beneath the pipe as a cushion and for protec- tion of the pipe from damage. Sufficient cover must be maintained to keep external stress levels below acceptable design stress. Reliability and safety of service is of major importance in determining minimum cover. Local,state and national codes may also govern. Snaking of Pipe After Central Sprinkler BlazeMaster CPVC pipe has been solvent cemented,it is advisable to snake the pipe according to the following recommendations beside the trench during its required drying time. Be especially careful not to apply any stress that will disturb the undried joint. Snaking is necessary in order to allow for any anticipated thermal contraction that will take place in the newlyjoined pipeline. Snaking is particularly necessary on the lengths of pipe that have been Solvent/Cement welded during the late afternoon of a hot summers day,because the drying time will extend through the cool of the night when thermal contraction of the pipe could stress thejoints to the point of pull out. This snaking is also especially necessary with pipe that is laid in its trench(necessitating wider trenches than recommended)and is back-filled with cool earth before thejoints are thoroughly dry. The following chart shows the Pipe Snaking and the Loop Off Set in inches for contraction. 0 40 I MR January 2000 UL&C-UL File#Ex4470 Pipe Snaking Loop Offset for Contraction(in Inches) /P1Pa Cemfte Table R-Maximum Temperature Variation,'F Between Time of Solvent Welding and Final Use �'!� kcx ebovlaE� Loop Length 10' 20' 30' 40' 50' 60' 70'' 60' J42" 20 Feet 3" 4" 5" 5" 6" 6" 7" 7" �? 50 Feet 7" 9" 11 13" 14" 16" 17" 18" 100 Fee[ 18" 18" 22" 26" 29" 32" 35" 37" 1 Back-Filling Ideally,back-filling should only be completed early in the morning during hot weather when the line is fully contracted and there is no ww chance of insufficiently dried joints being subject to contraction stresses. The pipe should be uniformly and continuously supported over its entire length with firm,stable material. Blocking should not be used to change pipe grade or to intermittently support pipe across excavated sections. Pipe is installed in a wide range of sub soils. These soils should not only be stable,but applied in such a manner so as to physically shield the pipe from damage. Attention should be given to local pipe lay- ing experience which may indicate particular bedding problems. Back-filled material free of rocks with a size of'fe"or less should be used to surround the pipe with 6"-8"of cover. The back-filled material should be placed in layers. Each soil layer should be sufficiently compacted uniformly to develop laterally passive soil forces during the back- fill operation. It may be advisable to have the pipe under water pressure,15-25 psi during the back-filling. Vibratory methods are preferred when compacting sand or gravel. Best results are obtained when the soils are in a nearly saturated con dition. Where water flooding is used,the initial back-fill should be sufficient to ensure complete coverage of the pipe. Additional material should not be added until the water flooded back-fill is firm enough to walk on. Care should be taken to avoid floating the pipe. Sand and gravel containing a significant portion of fine-grained material such as silt and clay should be compacted by hand or prefer- ably by a mechanical tamper. The remainder of the back-fill should be placed and spread in uniform layers in such a manner to fill the trench completely so that there will be no unfilled spaces under or about rocks or lumps of earth in the back-fill. Large or sharp rocks,frozen clods and other debris greater than 3"in diameter should be removed. Rolling equipment or heavy tampers should only be used to consolidate the final back-fill. Maintenance Maintenance of Central Sprinkler BlazeMaster CPVC pipe and fittings for underground water service shall be in accordance with the Standard for Inspection,Testing and Maintenance of Water Based Extinguishing Systems as defined by NFPA 25. System Riser Installation Requirements Blazemaster CPVC Pipe and Fittings for System Risers Central Sprinkler Blazemaster CPVC pipe and fittings in size ranges 3/4"-3"may be installed as system risers in UL and C-UL Listed applications in accordance with NFPA 13D and NFPA 13R.The riser piping shall be protected by a minimum of one layer of 3/8"gypsum wall- board or 1/2"plywood soffits.System risers employing BlazeMaster CPVC pipe and fittings shall not be installed exposed. System Riser Installation Requirements Central BlazeMaster CPVC pipe and fittings shall be installed in accordance with NFPA 13,Support of Risers,and in conjunction with these instructions. " Risers shall be supported by pipe clamps or by hangers located on the horizontal connection close to the riser.Only Listed hangers and clamps shall be used.Vertical lines must be supported at intervals to avoid placing excessive load on any fitting at the lower end of the riser. Vertical piping shall be maintained in straight alignment with support at each floor level or at 10 foot intervals,whichever is less.Support can be achieved by using riser clamps listed for this service.Do not use riser clamps which squeeze the pipe and depend on compression of the pipe to support the weight.Hangers and straps shall not com- press,distort,cut,or abrade the piping and shall allow for free movement of the pipe to compensate for 6ks`lkhwar thermal expansion and contraction of the CPVC pipe and fittings. O141k.19A-01rn° MP OU Pv1pM6a1 hr la$1U 1.X�v Gl ' wa• #Nk I; OM1ggw �.. R �r.,. •1 nal TtgN Tq�YI~ ow*y wr Fig.S Field Modification for Riser Collar Fig.T Coupling Modification for Riser for Vertical Use January 2000 UL&C-UL File#Ex4470 System Riser Installation Recommendation Central Sprinkler BlazeMaster CPVC pipe and fittings when installed in a system riser shall be supported by pipe clamps or hangers listed for this service.If possible,the clamps should be located just below a coupling so that the shoulder of the coupling rests against the riser clamp.If nec- essary,a coupling can be modified and adhered to the pipe using solvent cement and used as a bearing support such that the shoulder of the fit- ting rests on the clamp.See figures S and T. Upright Sprinkler Installation Specifications Primer/Solvent Cement All socket typejoints shall be made in accordance with Central Sprinkler's Installation and Technical Manual using CSC-400 or CSC-500 "One Step"Solvent Cements. When installing Central Sprinkler BlazeMaster'CPVC products per the Specifications for Upright Sprinkler Installa- tions,"One Step"CSC-400 or CSC-500 Solvent Cements shall only be used on all pipe sizes. Please refer to Page 14 of this manual,which refer- ence the application of these Solvent Cement systems as well as Pages 12 and 13 of the manual for the Standard Practice for Safe Handling of Primers and Solvent/Cements. Requirements for Pipe,Fittings,Installations,System Design,and Maintenance are covered within this manual. Please read these sections carefully prior to designing or installing Central BlazeMaster'pipe and fittings for upright sprinkler installation.The installation of Central Sprin- kler BlazeMaster'pipe and fittings for use with upright sprinklers is only UL Listed and is not C-UL Listed nor FM Approved. Installation Requirements Central Sprinkler BlazeMaster®pipe and fittings may be used with upright Quick Response sprinklers in NFPA 13,13R and 13D installations. Central Sprinkler BlazeMaster@ CPVC pipe and fittings shall be installed without protection(exposed)when subject to the following limitations: 1. Exposed pipe shall be installed below smooth flat horizontal ceiling construction. 2. The system shall be installed with Listed Quick Response upright sprinklers having deflectors installed a maximum of 4"from the ceiling. 3. The sprinkler heads shall have a temperature rating not exceeding 155°F. 4. The maximum distance from the ceiling to the centerline of the main run of pipe shall be 71/2". 5. The distance from the centerline of a sprinkler head to a hanger shall be 3". Use of CPVC Products in Combustible Concealed Spaces with Specific Use Sprinklers Product Description The Central Sprinkler Model CC1Combustible Concealed Space sprinklers are specific application sprinklers designed to provide protection of specific light hazard,combustible and non-combustible concealed spaces requiring sprinkler protection. The Central Sprinkler Model CCI Com- bustible Concealed Space sprinkler is specifically UL Listed to provide protection of Central Sprinkler BlazeMaster@ CPVC pipe and fittings in com- bustible concealed spaces. Scope of Use The Central Sprinkler Model CCl Combustible Concealed Space sprinkler shall only be used with Central Sprinkler BlazeMaster@ CPVC pipe and fittings in accordance with the UL Listing for the product. Installation of the sprinkler system shall follow NFPA 13 for occupancies defined as Light Hazard per the Standard for"Installation of Sprinkler Systems"and shall follow the specific instructions of the Central Sprinkler Technical Bulletin for the Model CCI Combustible Concealed Space sprinkler and the Central Sprinkler Installation Instructions and Technical Manual for Central Sprinkler BlazeMaster@ CPVC pipe and fittings. Requirements for Pipe,Fittings,Solvent Cement Systems,System Design,Installation,Freeze Protection,and Penetrating Fire Related Walls and Partitions are covered in this manual. Please read these sections carefully prior to designing or installing Central Sprinkler BlazeMaster'pipe and fittings for specific use sprinklers.The installation of Central Sprinkler BlazeMaster'pipe and fittings with specific use sprinklers is only UL Listed and is not C-UL Listed nor FM Approved. Installation Requirements Central Sprinkler BlazeMaster@ CPVC pipe and fittings may be used in truss construction. When using Central Sprinkler BlazeMaster@ CPVC pipe and fittings in a concealed space,the bottom of the CPVC pipe running across or parallel to the bottom chords of the wood trusses must be no greater than four inches(100 mm)above the ceiling. The CPVC piping maybe used to supply the Combustible Concealed Space sprinklers. Unless modified by the Central Sprinkler Technical Bulletin for the Model CCI Combustible Concealed Space sprinkler,the requirements of the Central Sprinkler BlazeMaster'Installation Instructions and Technical Manual shall be met. Restraint Requirements Jnr When using 1°(25 mm)or larger Central Sprinkler BlazeMaster'CPVC piping,a hanger must be located at the truss nearest a sprig-up for pur- poses of restraint. If using 3/4"(19 mm)or larger Central Sprinkler BlazeMaster'CPVC piping,all sprig-ups over 12"(300 mm)must be laterally braced using methods described in accordance with NFPA 13 Standards. All other requirements in the Central Sprinkler BlazeMaster'CPVC Installation Instructions and Technical Manual for hanger support spacing shall be met. Proximity to Heat Producing Sources Central Sprinkler BlazeMaster'CPVC piping shall maintain a minimum lateral distance of 18"(450 mm)from the edge of a heat producing source. For example:fan motors,heat lamps,HVAC heat pump units,and hot air diffusers are considered heat producing sources. A* aA January 2000 UL&C-UL File#Ex4470 Garage Installation Specifications Scope of Use Garage Installation Specifications shall only apply for the installation of UL Listed BlazeMaster®CPVC pipe and fittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. These Standards are defined in NFPA codes entitled"One and Two Family Dwellings and Mobile Homes"and in"Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 13D Section 4-6,Exception Number 3,"Sprinklers are not required in garages,open attached porches,carports or similar structures." The installation of Central Sprinkler BlazeMaster"sprinkler pipe and fit- tings for use in garages requiring sprinkler protection per NFPA 13R is only applicable to the UL Listing of this product. Requirements for Pipe,Fittings,Solvent Cement Systems,System Design,Installation,Freeze Protection,and Penetrating Fire Related Walls and Partitions are covered in this installation and technical manual. Please read these sections of the manual carefully prior to designing or installing Central BlazeMaster®pipe and fittings for garage installations.The installation of Central Sprinkler BlazeMaster*pipe and fittings in garages requiring sprinklers is only UL Listed and is not C-UL Listed or FM Approved. Installation Requirements Protection: Central Sprinkler BlazeMaster(D CPVC pipe and fittings sha II be installed concealed behind protection consisting of a minimum of one layer of 3/8"thick gypsum wallboard or 1/2"thick plywood. Sprinkler Requirements: UL Listed pendent or sidewall sprinklers with a maximum temperature rating of 170 degrees F shall be utilized. All sprinklers shall be installed per the manufacturer's published installation instructions. Installation Standard: The Listing for Garage Installations shall pertain to those occupancies defined by NFPA 13R. Imp Handling & Storage Handling Central BlazeMaster CPVC pipe and fittings are boxed for ease of handling and storage,minimizing the potential damage of pipe and fittings due to transit and storage. CPVC piping products have a lower impact strength as compared to metal piping products.Pipe fittings,cartoned or loose,should never be tossed or thrown to the ground.Pipe should never be dropped or dragged on the ground(ie;when unloaded from a truck)and should remain boxed until ready for use.Impact cracks,splits or scratches can weaken or damage the pipe and fittings.Heavy or sharp objects should not be thrown into or against CPVC pipe or fittings.When handling plastic pipe,please ensure that the pipe is well supported and sagging is minimized. VERY COLD WEATHER WILL MAKE PLASTIC PIPE AND FITTINGS BRITTLE. EXTRA CARE DURING HANDLING SHOULD BE TAKEN TO PREVENT DAMAGE. Pipe and fittings should always be inspected for damage before actual installation.Pipe or fittings with cuts,gouges,scratches,splits or other signs of damage from improper handling or storage should not be used.Damaged sections on lengths of pipe can easily be cut out using proper !+ techniques for cutting BlazeMaster CPVC pipe. Storage Central BlazeMaster pipe(unboxed)must be covered with a non-transparent material when stored out of doors for extended periods of time. Brief exposure to direct sunlight on the job site may result in color fade,but will not affect physical properties.Central BlazeMaster pipe and fittings can be stored in their original containers to keep them free from dirt and reduce the possibility of damage. When storing inside,Central BlazeMaster pipe and fittings should be kept in a well ventilated area,away from steam-lines or other types of heat sources.Central BlazeMaster pipe and fittings should always be stored in the original packaging to eliminate color fading and possible darrt- "' age until needed for use. Pipe should be stored on a clean,flat surface that provides an even support for the entire length of the pipe.When palatized pipe is stored, insure that the wooden pallet bracings are in full contact with each other.Loose pipe should be stored in Central packaging from previously used CPVC BlazeMaster pipe.When storing pipe on racks,the racks should have continuous or close support arms to prevent the pipe from sagging.Plas- tic pipe fittings should be stored in their original cartons,on pallets.The cartons should then be wrapped with thin plastic sheeting to prevent mois- ture from causing the packaging to collapse.Pipe fittings should never be mixed in storage bins with metal fittings.Special care shall be taken to avoid contamination of Central BlazeMaster pipe and fittings with petroleum based products such as cutting or packing oils that may be pre- sent on metallic system components. Handling of Central BlazeMaster Cements and Primers Safety and Health Precautions:Prior to using CPVC primers and solvent cements,read the directions and take precautions found on the con- tainer labels,material safety data sheets and Standard Practice for Safe Handling,ASTM F402.Cements and primers contain volatile solvents,which goer evaporate rapidly.Avoid breathing the vapors and provide ventilation.If necessary,use a fan to keep the work area clear of fumes.Avoid skin or eye contact.Keep the cement can closed when not in use.If the cement thickens beyond its original consistency,discard it.Do not attempt to dilute it with primer or thinner,as this may change the character of the cement and make it ineffective.Caution:CPVC solvent cement has a limited shelf life of approximately one to two years.Do not use the cement beyond the period recommended by the manufacturer not stated on can. Solvent/Cementing Instructions Solvent cementing is the only method ofjoining rigid CPVC pipe and fittings which provides a chemically fused joint.Solvent cementing proce- dures must be carefully followed.Field experience has shown that problems can occur with improperly solvent cemented joints.Follow the instruc- tions presented below carefully.Do not omit any steps and ensure that all facets of installation are fully understood prior to commencing work. Please note the specific instructions and cure times for the"One-Step"CSC-400 and CSC-500 Solvent/Cements and the"Two-Step"CSC-100 Primer and CSC-200 are provided within this manual and must be followed carefully.Central Sprinkler offers a demonstration program for installers which is outlined on Page 18 of this guide. 2 January 2000 UL&C-UL File#Ex4470 Joining Central BlazeMaster Pipe Systems Cutting:BlazeMaster pipe can be easily cutwith a ratchet cutter wheel-type plastic tubing cutter or a power or other fine toothed saw.To ,� ensure the pipe is cut square,a miter box should be used when using a saw.Cutting the pipe as squarely as possible provides the surface of the pipe with maximum bonding area.Caution should be taken when cut- ting CPVC pipe in cold weather as a ratchet cutter shall not be used below 50-F(10°C)without warming the pipe. " Deburring:Burrs and filings can prevent proper contact between the pipe and fitting OF during assembly,and shall be removed from the outside and the inside of the pipe. A chamfering tool or file is suitable for this purpose.A slight bevel shall be placed at r , the end of the pipe as shown below.This will ease entry of the pipe into the socket and mini- mize the chance of wiping solvent cement from the fitting. Fitting Preparation:Using a clean dry rag,wipe loose dirt and moisture from the fitting socket and pipe end.Moisture can slow the cure time,and at this stage of assembly,excessive water can reducejoint strength.Check the dry fit of the pipe and fitting.The pipe should enter the fitting socket easily Y4 to'/4 of the way.If the pipe bottoms in the fitting with little interference, " use extra solvent cement in making thejoint.Before applying primer and/or solvent cement, appropriate safety precautions should be taken.Primer and cement must be stored between 40-F(4.4°C)and 100'F(38°C)and should be kept in the shade.Eliminate all ignition sources and do not smoke when using.Avoid breathing vapors.Use only with adequate ventilation; explosion-proof general mechanical ventilation or local exhaust is recommended to main- tain vapor concentrations below recommended exposure limits.In confined or partially enclosed areas,a NIOSH approved organic vapor cartridge respirator with full face piece is recommended.Containers of primer and solvent cement should be closed when not in use. Avoid frequent contact with skin by wearing PVA coated protection gloves and an impervi- ous apron are recommended.Contact with eyes can be avoided. Splash proof chemical goggles are recommended.For further information refer to Material Safety Data Sheets for Central BlazeMaster"Two Step"CSC-100 Primer and CSC-200 Solvent/Cement,and"One 4 Step"CSC-400 and CSC-500 Solvent/Cements. ?+� Estimating Primer and Cement Requirements:The following guidelines are provided to allow estimation of Central BlazeMaster Primer and Cement quantities needed. Primer and Cement Requirements v One Step Solvent Cements Two Step Solvent Cement Two Step Primer Fitting Size(in.) No,of Joints per Quart No.of Joints per Quart No,of Joints per Quart 'A 260 270 810 1 170 180 540 �• 1'A 125 130 390 1'A 95 100 300 k 2 65 70 210 21A* 40 50 150 3' 30 40 120 Note:Use of solvent cement products other than those recommended by the Central Sprin- kler Company will void its warranty on BlazeMaster pipe and fittings. "Two-Step"CSC-100 Primer Application:Central BlazeMaster CSC-100 primer is needed to prepare the bonding area for the addition of the CSC-200 cement and subsequent assem- bly.It is important to use a proper applicator-a dauber or paint brush approximately'f the I- size of the pipe diameter is appropriate.A rag must not be used.Apply Central BlazeMas- ter CSC-100 primer to the outside of the pipe end and the inside of the fitting socket,re-dip- ping applicator as necessary to ensure entire surface is tacky. Over application of CSC- 100 primer can over-soften the pipe wall or fitting socket and can cause joint failure when pressurized. Please use extreme caution to ensure over-application of CSC-100 primer is avoided. MP January 2000 UL&C-UL File#Ex4470 "Two-Step"CSC-200 SolvenUCement Application:Central BlazeMaster CSC-200 solvent/cement must be applied when the pipe surface is still tacky(not wet)from the primer.Joining surfaces should be penetrated and softened.Central BlazeMaster cement should be applied with a nat- ural bristle brush'h the size of the pipe diameter.A dauber may be used to apply cement on pipe sizes below 2 inches.For pipe sizes 2 inches and above,a roller is available to apply the cement.Apply a heavy,even coat of CSC-200 cement to the outside pipe end.Apply a medium coat to the fitting socket.If there was little interference when the dry fit was checked,a second application of cement should be made to.the pipe end. "One-Step"CSC-400 and CSC-500 Solvent/Cement Application: Joining surfaces shall be penetrated and softened with Central BlazeMas- ter CSC-400 or CSC-500 solvent/cements. Cement must be applied to the pipe and fittings. Cement shall be applied(worked into pipe)with an W applicator'h the size of the pipe diameter. Apply a heavy,even coat of cement to the outside pipe end. Apply a medium coat to the fitting socket. Apply a second cement application on the pipe end. (Apply cement on the pipe end,in the fitting socket,and on the pipe again.) Itis important to insure sufficient penetration of the solvent/cement into the pipe and fitting surface(s)by wiping the cement with the dauber until the pipe markings have been removed from the pipe surface. Usually 3-5 rotations around the pipe with the dauber are sufficient to achieve proper softening. Assembly: Immediately insert the pipe into the fitting socket,while rotating the pipe'/4 turn.Properly align the fitting for the installation at this time.The pipe end must reach socket bottom.Hold assembly for 10 to 15 seconds to ensure initial bonding.A bead of cement should form around the outside of the pipe and the shoulder of the fitting.If this bead is not continuous around the socket shoulder,it may indicate that insufficient cement was applied.If insufficientcement is applied,cut out thejoint,discard the fitting and begin once again.Cement in excess of the continuous bead l should be wiped off with a rag. Set and Cure Times: Central BlazeMaster solvent cement cure times are a function of pipe size,temperature,relative humidity,and tightness of fit.Drying time is faster in drier environments,smaller pipe sizes,high temperatures and tighter fits.The assembly must be allowed to set,without any stress on thejoint,for 1 to 5 minutes.Larger sizes require longer set times.Following initial set period,the assembly can be handled carefully avoiding significant stresses to thejoint.Refer to the following tables for minimum cure times prior to pressure testing. CSC 100&CSC 200"Two Step"Solvent Cement CSC 400 and CSC-500"One Step"Solvent Cements Table U-215 psi(maximum test pressure) Table V•100 psi(maximum)Test Pressure Pipe Ambient Temperature During Cure Period Pipe Size 40°F-120°F 0°F-39°F Size 60°F-120°F 40°F-59°F 0°F-39°F 3/4"-2" 48 hours See Note 1 1;° 15 minutes 15 minutes 30 minutes 2 1/2"-3" 96 hours See Note 1 1" 15 minutes 30 minutes 30 minutes 1Y" 15 minutes 30 minutes 2 hours See Note 3 for use of these products. See Nate 2 and 3 for use of these products. CSC 400 and CSC-500"One Step"Sol vent Cements CSC 400 and CSC-500"One Step"Solvent Cement Table W•200 psi(maximum)Test Pressure Table X•225 psi(maximum)Test Pressure Pipe Ambient Temperature During Cure Period Pipe Ambient Temperature During Cure Period Size 601-1201 401-591 0°F-39°F Size 60°F-120°F 40°F-59°F 0°F-39°F 1:" 45 minutes Vh hours 24 hours Y�" 1 hour 4 hours 48 hours 1" 45 minutes 1'h hours 24 hours 1" 1'h"hour 4 hours 48 hours 11/" 1'h hours 16 hours 120 hours 1'/," 3 hours 32 hours 10 days 1'h" 1'h hours 16 hours 120 hours 1'h" 3 hours 32 hours 10 days 2" 6 hours 36 hours See Note 1 2" 8hours 48 hours See Note 1 21h" 8 hours 72 hours See Note 1 2'h" 24 hours 96 hours See Note 1 3" 8 hours 72 hours See Note 1 3" 24 hours 96 hours See Note 1 See Note 2 and 3 for use of these products. See Note 2 and 3 for use of these products. Note 1:For this size pipe and fitting,the primer(if applicable)and solvent cement can be applied at temperatures below 40°F(4.5°C), however,the sprinkler system temperature must be raised to a temperature of 40°F(4.5°C)or above and allowed to cure per the above recommendations prior to pressure testing. Note 2:Do not mix CSC-400 and CSC-500"One Step"Solvent Cements with one another as each is a different formulation and has not been investigated for performance. Note 3:LPCB Approval does not recognize nor accept the use of the UL and C-UL Listed CSC-100 and CSC-200"Two Step"Solvent Cement process as only"One Step"CSC-400,and CSC-500 Solvent Cement products have been tested and approved for use. Special Notes:The cure time can be accelerated with Solvent Cement systems by use of external heating methods to warm the surface + of the pipe and fittings to temperatures of 40°F(4.5°C)or higher. Caution shall be used in heating surfaces of pipe and fittings due to the flammable nature of Solvent/Cement. Use of excessive heat on cold Central Sprinkler BlazeMaster pipe and fittings can cause the piping system to snake and bend,thus moving unanchored drops and pipe runs. Extra set and cure time should be allowed in colder temperatures. In extremely hot temperatures,make sure both surfaces to be joined are still wet with cement when putting them together. Pressure Testing the System:Once an installation is completed and cured per the recommendations,the system shall be pressure tested at 200 psi(1379 kPa)for two hours,or at 50 psi(345 Kpa)in excess of the static pressure,when the maximum water pressure to be maintained in the sys- tem is in excess of 150 psi(1,034 Kpa),in accordance with the requirements established by NFPA Standard 13,13R,13D or 24 as applicable.(Note:175 psi(1210 kPa)is the maximum rated continuous working pressure.) Sprinkler systems in one and two family dwellings and mobile homes maybe tested at line pressure in accordance with the requirements established by NFPA 13D,Section 1-5.4. When pressure testing the system,the sprinkler system shall be filled with water and the air bled from the highest and farthest sprinkler heads before test pressure is applied.Air or compressed gas should never be used for pressure testing.If a leak is found,the fitting shall be cut out and discarded.A new section can be installed using couplings. Warning: Sprinkler heads shall be installed only after all the CPUC pipe and fittings,including the sprinkler head adapters,are solvent - ) January 2000 UL&C-UL File#Ex4470 welded to the piping and allowed to cure for a minimum of 30 minutes. Sprinkler head fittings should be visually inspected and probed with a wooden dowel to insure that the waterway and threads are clear of any excess cement that may restrict the flow of water before installing the sprinkler head. Once the installation is complete and cured per Tables U,V,W,or X,the system shall be hydrostatically tested. It is an unaccept- able practice to install sprinklers into the head adapter fittings and then solvent cement to the drop. Transition to Other Materials Female brass insert thread adapters,grooved pipe adapters or flanges shall be used when connecting a Central BlazeMaster system to other piping materials.Special brass threaded adapters are used for connection to sprinkler heads. A thread sealant should be used when making a threaded connection.TFE(Teflon)thread tape is the only recommended sealant and must be qw used with all threaded connections.The use of other thread sealants may result in damage to the BlazeMaster CPVC.Teflon tape should be wrapped in the direction of the threads for the entire length of the thread.Generally,2 to 3 wraps is sufficient to obtain a leak free seal. Cautions For Transition to Other Materials Care must be taken when transition is made to dissimilar materials. Brass inserts used in male and female threaded and grooved CPVC adapters may create galvanic reaction with steel and iron drop nipples,pipe,and cast fittings in certain water conditions.If you are unsure of the potential for galvanic reaction to occur,verify the water condition and conductivity of the water being used in the sprinkler system piping prior to installation.Brass threaded nipples are recommended when using brass inserted threaded BlazeMaster®CPVC fittings to reduce the potential of galvanic reaction caused by dissimilar metals. Care must be taken to avoid over-torquing-usually 1 to 2 turns beyond finger tight is all that is required to make up a threaded connection. Central Sprinkler recommends between 14 and 21 foot pounds of torque to achieve a leak free seal. Note: Torquing on the body of the sprinkler head adapter or female adapter without holding back on the brass threaded connector may damage the fitting and will void the published CSC warranty. When transitioning from steel piping systems to a BlazeMaster CPVC piping system via grooved coupling adapters,female adapters,or flanges,caution must be taken to ensure that all hydrocarbons and/or cutting oils are removed from the system piping as petro- leum based substances can stress fail CPVC products causing leakage and/or breakage. The instructions for transitioning to other materials are specifically for Central sprinkler produced BlazeMaster CPVC fittings. Should other Listed BlazeMaster CPVC fittings be used in conjunction with Central Sprinkler BlazeMaster CPVC products,please consult the fitting manufacturer's installation and design manuals. Flanged Connections Piping runsjoined by flanges shall be installed in a straight line position to avoid over stressing the flange due to misalignment.Piping must also be secured to prevent lateral movement which can create stress and damage the flange. A.With gasket in place,align the bolt holes of the mating flanges by rotating the ring into position. (Consideration should be given to align- mentof a One-Piece Flange prior tojoining with pipe.) B.Insert all bolts,washers(two standard flat washers per bolt),and nuts. C.Make sure the faces of the mating surfaces are flush against gasket prior to bolting down the flanges. D.Tighten the nuts by hand until they are snug. Establish uniform pressure over the flange face by tightening the bolts in 5 ft-Ib increments according to the sequence shown in Fig.Z3 following a 180°opposing sequence. E.Care must be taken to avoid"bending"the flange when joining a flange to a"raised face"flange,or a wafer style valve. Do not use bolts to " bring together improperly mated flanges. Caution: Unnecessary over-torquing will damage the flange. V; i t Table Z2•Recommended Bolt Torque r ' Flange Bolt Torque ��3.= 4 Size(in.) Diameter(in.) (ft.lb) 'b-1'f 1 10-15 2-3 'A 20-30 r Fig.Z3 Tightening Sequence for Flange Bolt * Torque given is for dry,non lubricated bolt,standard washers,neoprene'/s"thick full face gasket.If lubricant(non-petroleum based)is used, torque levels may vary.Bolts,nuts,washers and gaskets are not furnished. Actual field conditions may require a variation in these recommen- dations. mew January 2000 UL&C-UL File#Ex4470 Grooved Coupling Adapters The following procedures are recommended for proper assembly of the Grooved Coupling Adapter.READ THESE INSTRUCTIONS * CAREFULLY BEFORE BEGINNING INSTALLATION. 1. Inspect the fittings and pipe to insure that they are sufficiently free from indentations,projections or roll-marks on the gasket seating areas of the fitting and pipe.The pipe should be squarely cut. Any loose scale,paint and/or dirt must be removed from the groove and seating surfaces prior to assembly. Use a standard grade EPDM-A•compound that is suitable for wet fire sprinkler service.A flexible coupling shall be used with grooved coupling adapters such as the Central Figure 705 or 707 Grooved flexible coupling. Caution: Use of rigid style couplings may damage the grooved coupling adapter. Consult the grooved coupling manufacturer for proper selection. 'See manufacturer for temperature ratings. 2. Make sure the gasket is clean and free of any cracks,cuts or other defects which may cause leaks.Lubricate the gasket with a vegetable soap-based gasket lubricant such as IPS Weld On GaskedJoint Lubricant#787 which is supplied by Central distribution locations.Caution: Use of petroleum based lubricants will damage the gasket and may damage the adapter resulting in stress failure of the CPVC hous- ing.A gasket/joint lubricant is recommended to prevent pinching the gasket and to assist in seating the gasket during the alignment process.Apply the appropriate lubricant to the gasket lips and exterior surface of the gasket. 3. Place the gasket over the metal e ends,being sure the gasket lip does not overhang the pipe end.Insert the CPVC grooved coupling 9 PP 9 9 P 9 PP 9 P 9 adapter into the gasket.Make sure that the gasket is centered between the two grooves.No portion of the gasket should extend into the grooves.Caution:Make sure the gasket is not pinched between the pipe and fitting. 4. Place the metal housing over the gasket,making sure the metal housing key is into the grooves on the metal pipe and the CPVC coupling adapter.Insert the bolts and hand tighten.Tighten the bolts alternately and equally until the bolt pads are touching metal-to-metal. In com- pleting a properjoint,the gasket is also slightly compressed adding to the strength of the seal from the gaskets durometer. 5. Inspect thejoints before and after pressure testing.Look for gaps between the bolt pads and for housing keys that are not inside the grooves. f"* Penetrating Fire Rated Walls&Partitions with Central BlazeMaster Piping Consult the Authority Having Jurisdiction and building codes prior to penetrating fire rated walls and partitions.Several through-penetration firestop systems are UL Classified for use with CPVC pipe.Central Sprinkler recommends the use of BlazeMaster Caulk and Walk@ for use with its BlazeMaster@ pipe and fittings as this caulking product contains a water based intumescent which will not harm the CPVC compound as verified by BFGoodrich. For further information on Firestop systems,contact the Central Sprinkler Company or BFGoodrich. Other Design Criteria Central BlazeMaster piping systems shall be designed and installed so that the piping is not closely located to heat producing sources,such as light fixtures,ballasts and steam lines.Pipe must not be positioned directly over open ventilation grills.Finally,during periods of remodeling and renovations,appropriate steps must be taken to protect the piping from fire exposure if the ceiling is temporarily removed. Since BlazeMaster plastic is flexible compared to metallic sprinkler pipe,it has greater capacity to withstand earthquake damage.In areas sub- ject to earthquakes,Central BlazeMaster systems should be designed and braced in accordance with local codes and NFPA Standard 13.For informa- tion regarding Bending Deflections and Snaking Deflections for given lengths of CPVC SDR 13.5 pipe,refer to Tables 1&K on Page 6. Freeze Protection Whenever possible,Central Sprinkler BlazeMaster@ CPVC systems are recommended to be protected using Batt Insulation and building con- struction techniques which ensure adequate freeze protection and wind blocking. Batt insulation guidelines are provided by most local Authorities Having Jurisdiction with recommendations for NFPA 13D installations provided in the Appendix of the Standard. Local building code and Authorities Having Jurisdiction requirements must be followed carefully as misplaced or inadequate insulation and wind blocking can create localized freeze of the system piping which can result in damage to the structure and piping system. When adequate insulation and wind blocking are not available, MR Central BlazeMaster@ pipe and other Listed BlazeMaster fittings can be protected with Glycerine antifreeze solutions only as outlined by NFPA 13 in areas that are subject to freezing. The guidelines provided below should be followed when providing freeze protection for Central Sprinkler Blaze- Master@ CPVC pipe and fittings. •The use of glycol based antifreeze solutions is specifically prohibited for use with BlazeMaster@ CPVC systems. •Prior to using Glycerine Antifreeze,consult the Local Authority Having Jurisdiction on the use of antifreeze solutions in fire sprinkler applications. •Glycerin Antifreeze should only be used in Central Sprinkler BlazeMaster@ CPVC systems when purity levels of 96.5 USP Grade or higher are achieved. There are many manufacturers and distributors of Glycerine antifreeze,thus extreme care should be used when purchasing Glycerine antifreeze to ensure purity. Obtain material certifications and check the labeling on antifreeze solutions prior to usage in Central Sprinkler BlazeMaster@ CPVC systems. •Glycerine antifreeze stored or mixed in contaminated barrels or containers may have serious and detrimental affects on the performance of Central Sprinkler BlazeMaster@ CPVC products. Contaminated Glycerine can stress fail CPVC products causing leakage and deterioration of the piping system. •Glycerine and water solutions must be mixed properly and completely. If mixing an antifreeze solution for the piping system from concentrate/pure Glycerine antifreeze,you must completely agitate the antifreeze and water to ensure proper mixing. Glycerine antifreeze must not be pumped into the piping system with water without being fully mixed to ensure that the solution does not separate thus causing localized freeze of the system piping and increased chance of leakage in system components. Properly mixed Glycerine antifreeze and water solutions will not separate. •Glycerine antifreeze should never be introduced into a piping system without mixing with water(excepting premixed solutions),since Glycerine antifreeze tends to thicken near 32 degrees Fahrenheit(0 degrees Celsius)thus increasing viscosity and reducing freeze protection. •Do not hydro test Glycerine antifreeze designed sprinkler systems with water only prior to introducing Glycerine antifreeze as the potential for freezing in the drops is increased as the Glycerine solution will not fully mix with trapped water in sprinkler drops and sprinkler system low 0 points. 2 (o January 2000 UL&C-UL File#Ex4470 •A Glycerine antifreeze sprinkler system is more prone to leakage than a water only sprinkler system. Glycerine antifreeze characteristics increase the capacity for leakage which can be successfully addressed by using care when making threaded connections by utilizing high quality teflon thread tape,and by ensuring sufficient torque is applied to the male and female threads being mated together.(See Recommended torque values for making threaded connections on page 15). Do not use fittings or sprinklers with damaged threads in glycerine systems,as the damaged threads create increased leakage potential. •Glycerine antifreeze can be cleaned with alcohol based cleaners. Prior to using any cleaner on a surface,please ensure compatibility with the surface material to be cleaned. If compatibility with the surface to be cleaned is questionable,a small section of the surface should be spot cleaned prior to wide spread application of the cleaner. NFPA References: •NFPA 13 Section 4-5.2.3 indicates glycerine antifreeze solutions shall be prepared with a freezing point below the expected minimum temperature " for the locality. •NFPA 13 Section 4-5.2.3 also indicates antifreeze solutions shall be checked by hydrometer with suitable scale or refractometer having a scale calibrated for the antifreeze solution used. •NFPA 13 Section 4.5.3.2 requires the use of expansion chambers to accommodate for the expansion of the antifreeze solution when connection between the antifreeze system and wet pipe system incorporates the use of a backflow prevention device. •NFPA 13 Appendix A4-5.1 recommends the use of antifreeze in sprinkler systems not exceeding 40 gallons(151 Q. •NFPA 13 Section 4-5.1 states"the use of antifreeze solutions shall be in conformity with state and local health regulations". Batt Insulation Requirements and Suggestions Manyjurisdictions recommend the use of batt insulation for freeze protection in place of antifreeze solutions. Thesejurisdictions typically publish recommended batt insulation installation guidelines which provide the minimum thickness of insulation to be utilized. These minimum insullation rec- ommendations should be followed. Insullation requirements may vary by geographic area given climate conditions. Batt insulation is used to maintain " a minimum water temperature in the sprinkler piping of 40°F or 3°C. The minimum insulation recommendations pictured in the Appendix of NFPA 13D are shown primarily for piping wood frame ceilings with an unheated attic or an un-insulated roof above. Manyjurisdictions do not allow the installa- tion of water filled sprinkler piping in unheated outside walls. Consult with your local Authority Having Jurisdiction prior to installing batt insulation for freeze protection with Central Sprinkler BlazeMaster®CPVC products. Batt Insulation Installation Recommendations NFPA 13D,The Standard for the Installation of Sprinkler Systems in One and Two-Family Dwellings and Manufactured Homes,Appendix A-4-3.1 recommends the following guidelines for use of batt insulation: s •"In areas subject to freezing,care should be taken to cover sprinkler piping completely in unheated attic spaces with insulation. Installation should follow the guidelines of the insulation manufacturer." (Figures A-4-3.1(a)through(e)show several installation methods that can be considered.) •A-4-3.1 (a) "It is important that the insulation be installed tight against thejoists. In unheated areas,any spaces or voids between the insulation and thejoists causes the water in the fire sprinkler piping to freeze.° • A-4-3.1 (b) "For areas having temperatures of 0°F(-18°C)or lower,an additional batt of insulation covering thejoist and the fire sprinkler piping should be used. If this is not done,localized freeze-ups can occur in the sprinkler piping." e •A-4-3.1 (c) "Boring holes in thejoist is one of the methods for locating the fire sprinkler piping in the ceiling. As an alternative,when tempera Lures are expected to be 0°F(-18°C)or lower,loose pieces of insulation should be stuffed in the bored holes around the piping." •A-4-3.1(d)(e) "Care should betaken to avoid compressing the insulation. This reduces its R value. To prevent potential freeze-ups of the sprinkler piping,the insulation should be tight against thejoists.° Minimum insulation R value requirements are typically between R19 and R30;however,the minimum requirements must be verified with the Authority Having Jurisdiction. Central BlazeMaster Systems and Penetration of Metal Studs Please use extreme care when passing Central Sprinkler BlazeMaster@ pipe and fittings through metal studs as the sharp cut edges of these studs can scar or puncture thermoplastic pipe.Central Sprinkler recommends the use of rubber or plastic gromets such as those commonly used in the plumb- ing industry for protection of the pipe when passing through such spaces.Please consult your local Authority Having Jurisdiction for additional informa- tion regarding the protection of thermoplastic pipe when passed through metal studs, Solvent Cement and Primer Spills The best protection from accidental spills of cement or primer is to protect the work area with drop cloths.If cement or primer comes in contact with fiberglass tub/shower enclosures,carpet or furniture,the excess cement or primer must be wiped up immediately before it sets.Once the cement or primer is dry,it is almost impossible to remove,especially the purple stain in the CPVC primer. Immediate use of soap and water or a mild cleaner such as"Ajax"or"Comet"will remove the stain of the primer from a fiberglass tub/shower sur- face.Whatever method is used,test it on a small hidden area first to see if it removes the shine or color or softens the surface.If this happens,do not use. The use of solvents such as alcohol,M.E.K.,or acetone will usually work on tile sinks or floors but can do more damage than good on some synthetic materials.Caution should be used when trying any solvent to remove cement or primer from any surface.Always protect the work area before you start, both under and around where cement or primer spills can cause irreparable damage. ,. Joining Central BlazeMaster CPVC in Cold Weather Central Sprinkler Blazemaster CSC-200,CSC-400,and CSC-500 solvent cements are approved for cold weather usage down to 0°F(-17°C).The bonding of pipe and fittings is a function of temperature and time,so therefore very cold weather requires proper care and extra time be taken in joining pipe and fittings.Very cold weather will make Central BlazeMaster pipe and fittings brittle,extra care should be taken to prevent damage during han- dling. January 2000 UL&C-UL File#Ex4470 Caution: Ratchet type cutters should never be used on pipe below 50°F(10°C)without warming the pipe first.Ratchet cutters tend to leave hair line cracks on the end of the pipe in cold weather.Additionally,dull pipe cutters should be checked as they may qP break the pipe prior to cutting through completely. Follow the installation instructions when working in cold weather taking special note that solvents penetrate and soften the surfaces more slowly than in warm weather.(Assembly temperatures below 0°F(-17°C)are not in accordance with the UL and C-UL Listings.) Colder temper- r atures require greater cure time due to the slower evaporation of primer in solvent cements. Cure charts are found in Tables U,V,W,and X.The following recommendations should be followed when cementing during cold weather. 1. Carefully read and follow all directions before installation. �s 2. Prefabricate as much of the system as possible in a heated working area. 3. Store cements and primers in a warmer area when not in use and make sure they remain fluid.Do not allow the cement to freeze or become jelly-like". Gelled cementshallbediscarded. 4.Take special care to remove moisture,including ice and snow. 5. Always use Central CSC-100 primer to soften thejoining surfaces before applying Central CSC-200 cement if using the'Two Step" process. 6. When using Central CSC-400 or CSC-500"One Step"solvent cements,Primer shall never be used. 7. Allow a longer cure period before the system is used. Joining Central BlazeMaster CPVC in Hot Weather CPVC solvent cements contain volatile solvents.Higher temperatures and/or wind accelerate evaporation.Pipe stored in direct sunlight may have surface temperatures of 20'F to 30-F above air temperatures.Solvents attack these hot surfaces deeper,therefore it is very important to avoid puddling the primer or cement inside the fitting socket.Always ensure that the excess cement and primer are wiped from the outside of the joint.Follow the standard installation instructions and take special note of the tips and cautions below. 1. Please refer to Table C on page 4 for the appropriate temperature related expansion and contraction information. 2. Store solvent cements and primers in a cool or shaded area prior to use. 3. If possible,store pipe and fittings,or at least the ends to be solvent welded,in a shady area before cementing, 4. Make sure that both surfaces to bejoined are still wet with cement when putting them together.With larger size pipe more people may be required to complete application successfully. 5. Carefully read and follow all directions before installation. Helpful Tips Page No. • Do not thread,groove,or drill into BlazeMaster pipe. • Always use tools specifically designed for plastic pipe and fittings. . . . . . . . . . . . .13 • Refer to Tables for Thermal Expansion when large temperature changes are encountered. . . . . . . . . . . . . . . . . . . .4 Always chamfer and debur CPVC pipe prior to installation. . . . . . . . . . . . . . . . . . 13 • Do not use ratchet type cutters in temperatures below 50T(10°C) without warming pipe. 13 • Air shipment of cement and primer is strictly prohibited bylaw. . . . . . . . . . 13 • When bottoming a joint,rotate'/4 turn if possible.If a particular alignment is required,dry mark your pipe and/or use the hash marks on the fittings. . . . . 14 • When solvent cementing,avoid sources of heat or open flame. . . . . . . . . . . . . . . . . . . . . . . . . 13 • PVA-coated protection gloves are recommended for use while solvent cementing.If hands come in contact with solvent cement,use a waterless abrasive soap. . . 13 DO NOT SMOKE. • Always hold the pipe end and fitting socket downward when applying primer and cement to prevent the solvents from running into the pipe or fitting socket. . . . . . . . . . . . . . . . . . . .14 • Do not bend,twist or pressure test a BlazeMaster system until the recommended cure time has elapsed. . . . . . . . . . . . . . 14 Do not get solvent cement and primer in sprinkler heads and threads. . . . . . . . 15 • Acetone,alcohol,or MEK(Methyl Ethyl Ketone)may be used to clean accidental spills of primer and cement from certain surfaces. . 17 VIP Batt Insulation is the preferred method of insulation for Central BlazeMaster CPVC. Glycerine Antifreeze is the only approved antifreeze solution that can be used with CPVC products. 16-17 Material Safety Data for Primer Solvent Cements Please review the Material Safety Data Sheets contained within this guide.As with all toxic products,extra precaution should be taken during use and all directions followed. Training/Demonstration MW Central Sprinkler Company strongly recommends that installers receive hands on demonstration in the proper procedure(s)for installation of BlazeMaster sprinkler systems.On-site demonstration in proper pipe preparation,solvent cementing,proper handling of CPVC and installation instruction is available from Central Sprinkler Company at no charge.Upon completion of the BlazeMaster demonstration program,Central Sprinkler will issue a completion card to the persons successfully finishing the required subject matter.This demonstration card is to be carried when work- ing on BlazeMaster CPVC systems.For information about on-site demonstration,please contact your local Central Sprinkler Distribution Center or your Central Sprinkler sales representative. 400 January 2000 UL&C-UL File#Ex4470 - CSC-100 Date RevisecL APR 1992 PRIMER MATERIAL SAFETY'DATA SHEET UN Supesedes: J 1990 ImmaUn oil DisMmisVnisliedsoieiy=ttepuiposeOfc0mgmnoevam theoccupa ma15a1eivandHeaihActandsial none useamranyother puspase. Genw5p>fawrCoanpany mw the cusbmermDsviigm:is hiaGecla.iSal%V Da4SheetbstudyitcareYuV bbeoameiwamorthe haxard€,if airy,of the pmdwts invoived In me in kum t of saYt?ty,you sho utdnothy yourem"ees,W Is,andcon Wtors of the infX= 0n on this sleet. SECTION 1 MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES: Cenral Sprinkler CompacV CHEMTRE C:(800)4349300 Medical Emergencies:(213)232.3313 ADDRESS 431 Nordt Cannon Avenue,Lansdale,PA 19446 (LA. PoisonCerder241-1r. No.) Business:(213)321-6515 C2DZnCALNAMEAMFAMY TRADE NAME CSC-100 BL AZEMASTER PURPLE PRMIER Mixture of Organic Solvents far CPVCPLASTIC PIPE&FITTINGS FORMX_V_A Proprietary SECTION II—HAZARDOUS INGREDIENTS miea heinmaienisblum are lis led as Cai<S N APPROX% ACGMTLV ACCM-STEL 051-TA-PEL OSHA-STEL caA.dmogew by IARC,NTP of O SHA T etrahydroftan(THF) 109-99-9 45-55 200 PPM 250 PPM 200 PPM 250 PPM MethylEthyl Kepone(MEK) 78-93-3 47x 200 PPM 300 PPM 200 PPM 300 FPM Cycbhexanone 108-94-1 5-15 25 PPM Skin 25 PPM Skin *Title III SecKm 313 5upge:[NOttfi`abDn: T7uspmdwtoontains boxio cJeMi=sutject b the mpoatingmquiremsntsof Section$13 of the EmeWcy Planidig andCommunityR*ht-To-Kncw Act of1986 andof44CFR.372.Thisinfaanati0n mustbeinciuded inanMSDS's that am00piedand disMuld. ibrmis matedal slEw NGIIIFORMATION SPECIAL HAZARD DESIGNATIONS DOT HmmdCMss: FlamnatdeUquid HMS NFPA HAZARD RATIN DOT 53%ippingNune: Fhmmabie Liquid,N.O.S. HEALTH: 2 2 0-MINUAkI, (Tenhydrefuri%Methyl Emy4Keton e) FLAMMABIIzTY: 3 3 1-SLIGHT IdenILY50ation NUtnbe[ UN1993 REi.=ITY: 0 1 2-MODERATE PROTECTIVE 3-SERIOM EQUIPMENT: H 4-SEVERE SECTION III—PHYSICAL DATA APPEARANCE ODOR BOMINGPOINT(-FI-C) Purple or Clear,dtin liquid Edwreal 151°F based on first boiling component: THF SPECIFIC CiRAvrrY 4D 73 id-2°F VAPOR PRE 5SURE(MM Hg) PERCENT VOLATMX BY VOLU4M(%) Typical 0.870+1-0.040 143 mm Ing.Based on first boiling 100% componerd,THF @ 20`C VAPOR DENSITY(Air=1) EVAPORATION RATE(BUAC=1) SOLUBUffYINWATER 2.49 > 1.0 Completely solble in water �. VOC STATEMENT: This cement contains 850 grams of VOC per liter as mar►ufwtursd. Mara than 60 percent ofthe VOC ads as a reactive dbmut and remains inthejoirt. SECTION TV—FIRE AND EXPLOSION HAZARD DATA FLASHPOINT FUMMABLE L24ITS LEL LEL ' (Percent Volume 2.0 11.8 6`FT.C.0 Based on THF (� by ) FJRE EKTINGMSHiNG MEDIA Ansul"Purple K"potassiumbicarbonWedry chemical,carbon dioxide,National Aer-O-Foam universal alcoholresi5=foam watersprW. SPECIkLFIRE FIGH INUPROCEDLIRES EvaxxAsembsed arsas,stay upwind. Close orconfi7.ed quarters require self contained breathing apparaotus,positivepressure hose masks or airlina masks. Use wider spray to cooloontainers,to f1uh spills from source of ignition ar dto disperse vapors. UNUSUAL FIRE AND EKPLJ 5ION Hk7ARDS Fireharrdbecause of low Bash point and high volatility. Vapors are heavierflian air and maytramelto source of ignition. 0 January 2000 UL&C-UL File#Ex4470 V SECTI ON V-HEALTH HAZARD DATA PRIM.1,7tY ROUTES OF ENTRY: x Skin Cardact Eye Cord= Irtgestian EFFECT OF OVEREXPOSURE A.cum InhaAtion: Severe ovemexposumemay mesuitin nausead3=iPass�head&che. Can causedrowsfness,iidlati n of%w andnasaipassages. s Skin Condct: Skin iaMnt liquid aonta,ctmay mmovenatundsxn oils gesuilLngin sAniidtaEm.Dematitis may ooi<urMlh pmaioigedcon lact. Sk M Absontian: psolDIgedca widespoeadexpos uue may Ms Win The absoap KM OfMmhfui ama un 5 afmale:= EveCplIfto Ovetexposutemay result in sevemeeye ijX utywith ovrneaiorconjunctivemmnunatbn on con dot with the liquid. VapOZsiigahtl� unaam:mmble. III=am M clambely toxin.hi;ay cause iausea,vomiting diallbea. ?flay cause men talAugyjShi�ess. CE[tmq[a Symptoms of iespitabaty tract inritalban and damaW_to mespx aboiy epime&um were Mpostedim a5 exposed.ID SDOa ppm br90 days.Eier Wt ofSCPT suggests adistumanae in liverfunOUM- The NOEL was mepomtedLobe 200 M. 7MDICALCONDITIONS XGaRAVATED BYEMSURE: Individuals with pie-existingdiseases of the eyes,skin orxespirabcay Sys Mmay have il"ased s usaeptiDAiity to Me lotc4 of a oEssive exposures. E39MGEMY AND F7RXlA3DPR0L313>VPJ= Inhaia5om: Ifovetaomeby vapoas,remove t fresh akandiftmadi4gstapped,gNeastffc3i1MspifatiD11. Irlomattings rb ult,gNeoxygpn.CMphysir o;&n. E5M0pntact Flush eyes Mjh"Ly orwaprZrISmin ubesandcanapbysioian. SkimC,antLet Remove cantaminaledc3athing aid sloes. Wash skin with plenty of soap andwasterAratl last 1:5M Ubes. lCi��ton develops,get medicaiattentbn. Inst Ww. Crave i cc 2 gasses afuaber armilX Da not induce voaniKng.Can phWi ion ar poison con mai aen lerimmedi&tefy. SECTION VI-REACTIVITY a�w STABIIITY I UNSTABLE CONDITIONS TO AVOID STABLE x Keep away fum7sat,Spa=,,Open flame andatlrersaurcesafignitian. INCOMPATIBILITY (biATERIALSTOAVOID) C3ustis,amnwrda„inaiWn30:a0dd 'C7dodlRbedaampaunds,sWig oxMzi zandsacytates. HAZARDOUS DECOMPOSMONPRODUCTS When=ed b burn,this pmductgiyesoutcatbanffmoxide,caMon d3Oxide,hydMWfl cddcdde atdsmalee. HAZARDOUS I MAYO0CLU7 I CONDITIONS TOAVOM POLYMER12rATION WMLNOT 00=1 x d Keep away fi mheaSspads,opennameandothersoumes afigidlian SECTION VII-SPILL OR LEAK PROCEDURES STEPS TO B E TAKENIN CASE MATERIAL IS RELZA SED OR SPILLED Etiminateaiiignitionsoutaes. Avoid7amathingofv1poj3.Keep iiquidautaf%w- Flush with lagpamauntadwatar. Conbahliquid with said oreailh. AbsolbWittsandccnonftamrnalbieaAsabentmak�riaiandhansetinbsteel drums lbrteacveLyordisposal Pneventliquid Mmenbezfngdiains. WASTE DISPOSALMETHOD Fo=wlocal}Slate and Fed,e[aimgulaCwns. Cow uttdispasalexpert.Canbedisposedofbyill6metalion. Excessivequantibesshould notbepeQniMto enterdmains.Emplp oontainesshouldbe airdtfedbeibme dsposiirg.Hasaidaus WasteCode:214. SECTION VIII-SPECIAL PROTECTIONINFORMATION RE SPIRATORYPROTECTION(Sped1'y ape) Atmospheric levels should bemaintainedbebweS0=edexpasuae iitnim cnntainedin Sechon II. 7rai0bcane concenmaboweviceed those liudis,use ofa jUOSaapplzved01Wnicvaporrar=WMsperabrwithrun ACepieceismwmmended. The e0ecmvenessofasairpuM3yirggmspitatarislimiteot Ueit oidylbra singeshott-leun exposure. For emeWncyandO0*T 00,KUWW whereshartBmt exposuteguideiinesmay beex aededy use an appmved positive pissute seri contiinecLbmamingapp asaws. VENTIIATION Meonlywithadequafl5 teventiAticn. PmVidesuc�ntventilatbnAvolumeaid patterntokeepaanla iMflmbebwapPLicab expaium imi5set�73M -n Section li.Use oil ex fan=Of ventitatiam eq ui t PROTECTIVE CYLO VE S EYE PROTECTION PV A Coad Splashpiaof chemical OTHER PROTEC ME EgUIPMENT AND HYR's=C PRACTICE 5 Impervious apianand asoumaeoftuniung waRrtoAUSh or wash the eyes aid skin in case ofcantact SECTI ON IIS-SPECIAL PRECAUN ONS PRECAUTIONS TO BE TAKENINHANDLINGAND STORING 5 bom Athe shade beWeen40°F- 1lo°F.Keepawayf mheat,spam,open name andotrersoumesofignition.Avoid pmoiong%7ameathmgofvapor.Use With adequaleventdation.Avoidcantaatwill eyes,skfnandaioMin& Tnihemplayees on all sp9WdbaL1ditingpMCeduaesbe3bm they waflcWith this product OTHER PRECAUTIONS Follow ailpBmutionasyinlbrntatiaingivenancon tamerlabel.andsoiventcementing liMtum. Follow @podindustdai safelypractices- All handling equipment shouldbeelectri=ygmounded. Tbeid)xcrratimoorbiimdhaeiiis 4asadon&jaoxdidaad aecucate.Howae[.nowa¢actyis ampmm-Lake impRzdze&xdeg tLx.axu=yofNsdatx-d-V-ruulstobe obuiaad foamttausedwma. 0 January 2000 - CSC-200M1�'TEI�I�,I.SAFETY DATA SHEET Date Re ise t APR 1992 SOLVENT�'CEMENT 5upezedes: MW 1990 Imbffaalim on this itiffm 35 furnished soiay itr the purpose ofcompdiancemm the OccupaKanai Safely and.nam Actand shah norte used mrany o Cher purpose. Cen W Spdtdder Company knee the cus borer teaa,&g this Mabelti Sa&ty Dan Sheet b study it ca mVV tobecomie avam of the hazaufs,if IT,of the products involved In Ibe in tues t of sa&O,you sho ddnot*yourem"ees,agen 5,andoon tacbm:of the infmwition on Ibis sheet. SECTION 1 MANUFACTCA2ER'SLAAME TRANSPORTATION EMERGENCIES: Central SprinklerCortpany CHEMTREC:(800)4249300 Medical Emergencies:(213)222-3212 40 ADDRE 5 S 451 North Cannon Avenue,Lansdale,PA 19446 (LA Pss:(2 3)321 6 Hr. Na.) Business:X213)321-6515 C29MCALNAME AND FAMILY TRADE NAME CSC-200 BLAZEMASTER ORANGE CEWNT NHxture of CP57C Resit and Organic Solvents for CPSTC PLASTIC PIPE&FITTINGS FORMLII A proprietary SECTI ON II-HAZARD OUS INGREDIENTS e NpneOfcebedm amiisled.as CAS N APFROX% ACGIFbTLV ACC3i-STEL OSHA-PEL 05HA-STEL carain0ggens by IARC NTP or O SHA Chlorinated PolyvixylChlorida Resin NON Z N/A NIA TetrahydnaftRan(THF) 109-99-9 50.70 200 PPM 250 PPM 200 PPM 250 PPM MethylEthyl Ketone(MEK) 78-93-3 15" 200 PPM 300 PPM 200 PPM 300 PPM Cycbhexaftorie 108.941 5-15 25 PPM Skin 25 PPMSkin +Title III 5ec&M3135upAierMK35catbn: TXSy1cduatcontainsboxicabunicaissutrjectbIbempoitngmquinmlentsof5ection313ofDeEmelwmcy Pimili tg andGommun4 Ript-To-Know Act OM86 andof4OCM72.Tks inixmnation mustbemciuded in aliMSD5's that aVe copiedatd U hZU bd ibrIbiS mabedal SHIPPIMINFORMATION SPEC'TALHAZARD DESIGNATIONS DOT 112=Class: Flammable Liquid HMIS MA HAZARD RATIN DOT Shipping Name: Cement HEALTH: 2 2 0-MINIMAL Iden ILfMWn Number: NA 1133 FLAMMABnXrY: 3 3 1-SLIGHT RE&C'ITVITY: 0 1 2-MODERATE PROTECTIVE 3.SERIOUS EQXMYJiMNT: H d-SEVERE SECTI ON III-PHYSICAL DATA APFEARANCE ODOR BOILING POINT(`FI°C) Tan or gray,medium syrupy liquid Edtereal 15 IT based on first boiling componerd: THF SPECIFIC GRAVITY 4P 73+1-2F VAPOR PRE S SL42.E(mm Hg) PERCENT VOLATILE BY VOLLgrO(%) Typical 0.968+1-0.040 143 mm Hg.Based onfirst boiling Approx:80.90% cotnponerG,THF @ 20r- VAPOR 0CVAPOR DENSITY(Air=1) EVAPORATION RATE(BUAC=1) SOLUBIIITYIN WATER ecd portion completely in 2.49 ::1 a 1.0 Solv water Resinportion separates out. OC STATEMENT: This oementarnVdW 360 gtatns of VOCputLkl ris manuActwr d.More than 60 peuDentaf IbeVOC acts as a.mlactiVedAuentand waailr,in the join t SECTION IV-FIRE AND EXPLOSION HAZARD DATA FLA SH POINT FLAMMABLE LI1rJT Sr Fr. TEL 6°FT.C.C. BwedonTHF (Percent by Volume) 2.0 11.8 FIRE EXTINGUISHING MEDIA Ansul"Purple K"potassiumbicarbonals dry chemica],carbon dioxide,National Aer-O-Foam universal alcohol resistant foam,watersprW. MR SPECIAL FIRE FIGHTING PROCEDLRE 5 E vacxwe mcbsed weas,my upwind. Close or confined quarters require self cordadnedbreathing apparalus,positivepressure hose masks or airlinemasks. Use water spray to coolcardaberx,to flish spills from source of ignition andto disperse vapors. ^aw UNUSUAL FIRE AND EXPLOSION HAZARDS Fire haaardbecakm of low flash poid and high volatility. Vapors are heavier ttan air and maytravel to source ofignition. >aw i January 2000 UL&C-UL File#Ex4470 SECTION V-HEALTH EAZ RD DATA PRIMARY ROUTES OF ENTRY: x 1nhalion x lsin CarotaLta Cordact Ingestion EFFECT OF OVEREXPOSURE Acum f Tom; Sevemoverexposusemay zesuitin Can causedmwsiness,iTritatian ofeyes andnasalpassages. smCon]act: S]dli irtltOL Liquid oontactmay memovenatusaislon oils LESuili%in s3dnit=&A-Derntatilis may accurwilb pmoioiigedaontot, SkinAbsoiytian: PxiaigedorwidespmadoTosum may msdtin the absodpbon of]raimfuiamounIs ofmagwiad EU2 nr:� Ovelexposummay te€uitin seveyeiipuiywim aasnm1crnc oDnjutiyeinftat>tmation an contact with tneiiqu;d. YapatssiigT�tly n rde unaam�mtabde I» KonModerately boxjo.My causeiausea,vomiting diad. ?.iaycause men tdslu&V nrnss. evation CM02a Sympborns of tesprtatxy kart i�talian and damagrti W�sp;zaboty epimeHum suets mposbedin sols exposed b 5404 ppm 1br90 days.El ofSCWT suggests adistultance in liver MoRM. TneNOELwas mpcctedWbe 240 ppm. NODICAL<A,OM lONSAC3CjR VXTEDBYEXPOSURE: IndiNUWatwith pa-existingdiseasesofthe eyes,9tin orzespiratody Sys lemmay have iiGmeL%dsusoepbbA4 bo the bxici of ecessiveexposums. Eb=G3 YAM rAB>FR0 ZDTX= InlalatianIfbMalhingis CH uit,gWeoxyWn.Cadiphysi- Caan. E ecbntact Flush eyes wilh pdenty orwatrfor iSmin ube5 andcalta 93V:si cin. SlfmCon prt: Remove coni minaWciamingmdshaes. Wash sA-n with pdeoty of Soap andwasterfaratimst 15 minutes. Ifiaktion deveiaps,get w iruedicalatbenti7n. Ins hon: GiveIof2g13ssesofS►atsarmillt Da-not mucevomirag.Cal pltybUljorpoosoncorn kaiaenlerimme beV. SECTI ON VI-REACTIVTTF STABILITY UNSTABLECONDITIONS TO AYO]D STABLE I L I x Keep away nDmleat,spatks,open Wie andothersoumesofignitian. It COMPATIBMTY (MATERIALS TO AVOID) C3ustiX,Uft=%74 110MInt aciis,a dcAlabed compo u ids,s ling oxidl9ea andisacynates. "^ Rk7ARDOUS DECOI1OSMONPRODUCTS WhenMmced b burn,nxispmoduetgtmc;utcafbonmanoxide,carbon diaxLW,I9=Wn clnoAde aid MIE. 11kZXR3>OUS I COMMONS TO AVOID POLYIUM17ATION WIILNOT OCCUR x I Keepaway=ft nea4spates,open namemd omersoumes ofigrdtan SECTION VII-SPILL OR LEAK PROCEDURES STEPS TOBETAKENINCASE MAT13UALIS BELE.SED ORSPILLED Ek nabe-alligpitiansautaes. Avoi<ibmathingofvapass.Keep iiquidoutofeyes. Flusnwilh1a1Wamauntofwater. Contubfiquidwith saidOferth. Absorb Min and or noni unu able absodbent matz[Sal atd Cnnsfer in b sbeei drums farmcaveiy or Wposal Proven t liquid fom enbesfng dsns. WASTE DISPOSALh�THOD FoiWwbtai 5Weand Fedeminuiattans. Cansultdisposalexpert.Cat bedisposedofbyinaneraKan. Excessive quantities should natbe permitted to enterdsains.Emply aontainesshouldbe airdtiedbMxe disposing.lVin ous Waste0ode:214. SECTION VIII-SPECIAL PROTECTIONI 7ORMATION RE SPIRATORYPROTECTION(SpeC'1ry�Fpe) Atrnosphefclevets should bemainlainedbeiowestabiiAedexposute iimils caintainedin Seolfan II. Ifa&oane colon katiatsex eed Wselirri5,use ofa NIO Sl-jappmoVed otVLnic vaporer mspisabrwit?I fun nc&pi2ae is mammended. The eDBckvene-a of an airp ud1P)8M;piMWr is fimiCed. Me'it ondy fora singiesnart-kwn expos ure. For emerWcy ando0 er aonditialls wlem short pmt exposuse guiWines may beexceadecl�use an appnaved pasilive psessuse self-cantainedbMMk1gappatatus. VMMI.f4TION Me ondywinradequateventiiation. P10vM Sw1iiLientyenli>ation iii vowmeaid pine tolEep corn nminank below appb=leexpasum iirdls setfbfM in Section IL LBe oid ex ion=of ventilation eg uiTmen It PROTECTIVE CYLO 'E 5 EYE PROTECTION PYA Coatad Spdashpmoof ahemicai Wgoes OTHER PROTECTIVE EQUIP7dEtTT AND HS*MgIC PRACTICE 5 Impetvia us aptan and a source ofnminieg water to nun or wash the eyes aid skin in am afaontaat SECTI ON I -SPECIAL PRECAUTI ONS PRECAUTIONS TO BE TAKENItTHANDIi'NGAM STORING 5 tame in the shade between 4VF- 11i0°F.Keep away fpm peat,spaars,open name ando mersousces ofignitian.Avoid pwlangedbmaMingof vapor.Use with adequaleventda&m.Avoidoantactwilb eyes,skinatdcWothing Train emAWees an ail speaaihaidtiigpmcedumsbeZle NYMIR wiln Mis pfladuct OTHER PRECAUTIONS FOdtaw alpowauholiaiy intention Vvenon contailwtbetandsaiventcementing fikatum. FOMW Qpodindustdal pactiaes. Allhandfing equipment sho uidbe eiec:Wauy gliounded I mkdxx ffetimax&kadharirds bwAon&taoorw ad 0=uiata.HaumC,nowaaaetyk exlseaadet ImpStdugxdiv5 ttxaacumeycftivsdbtaaltxtuulstobe obWrod foam the use lkwza. 0 -As January 2000 ° UL&C-UL File#Ex4470 CSC-400 Solvent/Cement MATERIAL SAFETYDATASHEE T Date Revised: 03/12/96 Supersedes: Information on this form is furnished solely for the purpose of compliance with the Occupational Safety and Health Act and shall not be used for any other purpose. Central Sprinkler Company urges the customer receiving this Material Safety Data Sheet to study it carefully to become aware of the hazards,if any, of the products involved. In the interest of safety,you should notify your employees, agents, and contractors of the information on this sheet. SECTION I MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES ONLY: Oatey Company for Central Sprinkler Cmpany CHEMTREC: (800)424-9300 ADDRESS Emergency First Aid: (303)623-5716 COLLECT 4700 West 160th Street,PO Box 35906,Cleveland,OH 44135 (L.A.Poison Center 24 Hour Number) Business: (216)267-7100 TRADENAME BLAZEMASTER CPVC CEMENT CSC-400 PRODUCT NUMBERS 90397,90398 FORMULA Mixture of CPVC Resin and Organic Solvents SECTION II -HAZARDOUS INGREDIENTS INGREDIENTS % CAS# SEC 313 Tetrahydrofuran 35-45% 109-99-9 No Acetone 20-30% 67-64-1 No Cyclohexanone 5- 10% 108-94-1 No Methyl Ethyl Ketone <5 % 78-93-3 Yes NONHAZARDOUS INGREDIENTS CPVC Resin 13- 16% 68648-82-8 No Iwo Amorphous Silica .25-3 % 112945-52-5 No Proprietary 5-25% No SECTION III-KNOWN HAZARDS UNDER 29 CFR 1910.1200 HAZARDS YES NO HAZARDS YES NO Combustible Liquid X Skin Hazard X Flammable Liquid X Eye Hazard X Pyrophoric Material X Toxic Agent X Explosive Material X Highly Toxic Agent X Unstable Material X Sensitizer X Water Reactive Material X Kidney Toxin X Oxidizer X Reproductive Toxin X Organic Peroxide X Blood Toxin X Corrosive Material X Nervous System Toxin X Compressed Gas X Lung Toxin X Irritant X Liver Toxin X Carcinogen NTP/IARC/OSHA X SECTION IV -REGULATIONS CHEMICAL TLV(TWA) PEL(Transitional Limits) STEEL HAZARD ACTIONLEVEL Tetrahydrofuran 200 ppm, 590 mg/cu m 200 ppm, 590 mg/cu m 250 ppm, 735 mg/cu m N/A +�w Acetone 750 ppm, 1800 mg/cu m 1000 ppm,2400 mg/cu m 1000 ppm,2400 mg/cu m N/A Cyclohexanone 25 ppm, 100 mg/cu m(skin) 50 ppm, 200 mg/cu m 100 ppm, 400 mg/cu m N/A Methyl Ethyl Ketone 200 ppm, 590 mg/cu m 200 ppm, 590 mg/cu m 300 ppm, 885 mg/cu m N/A Amorphous Silica 10 mg/cu m 20 mppcf N/A N/A SECTIONV-REGULATEDIDENTIFICATIO N DOTPROPERSHIPPINGNAME................. CONSUMER COMMODITY ORM-D;for gallons: Adhesive (Contains Tetrahydrofuran,Acetone)3,1133,PG II,Cement-001 DO'HAZARIELASS.................................. Flammable Liquid SHIPPINWNUMBER................................ NA 1133(Gallons Only) EPA HAZARDOUS WASTE ID NUMBER... D-001 EPAHAZARDWASTECLASS..................... Ignitable Waste h, Aw January 2000 UL&C-UL File#Ex4470 CSC-400 Solvent/Cement MATERIAISAFETYDATASHEE T Date Revised: 03/12/96 Supersedes: SECTION VI-EFFECTS OF EXPOSURE ENTRY ROUTE........ INHALE-YES INGEST-YES SKIN-YES EYE-YES INHALATION........... May cause irritation of mucous membranes,nose&throat,headache,dizziness,nausea,numbness of the extremities and narcosis in high concentrations. Has caused CNS depression&liver damage in animals,& high concentrations have caused retardation of fetal developments in rats. SKIN.......................... Chronic contact may lead to irritation&dermatitis. Chronic exposure to vapors of high concentration may cause dermatitis. May possibly be absorbed through the skin. EYE........................... Vapors or direct contact may cause irritation. INGESTION.............. May be aspirated into the lungs or cause systemic effects described under inhalation. s+ TARGET ORGANS.. Eye,Skin,Kidney,Lung,Liver,Central Nervous System SECTION VII-EMERGENCY AND FIRST AID PROCEDURES-303/623-5716 COLLEC T SKIN.......................... If irritation arises,wash thoroughly with soap and water. Seek medical attention if irritation persists. EYES......................... If fumes cause irritation,move to fresh air and irrigate eyes with water for 15 minutes. If irritations persists, seek medical attention. If eye is struck with wire,seek medical attention. INHALATION........... Move to fresh air. If breathing is difficult,give oxygen. If not breathing,give artificial respiration. Keep victim quiet and warm. Call a poison control center or physician immediately. INGESTION......... Drink water and call a poison control center or physician immediately. Avoid alcoholic beverages. Never give anything by mouth to an unconscious person. SECTION VIII-PHYSICAL AND CHEMICAL PROPERTIE S NFPA HAZARD SIGNAL........ HEALTH 1 STABILITY 0 FLAMMABILITY 3 SPECIAL NONE BOILING POINT...................... 151 Degrees F/66 Degrees Celsius MELTING POINT..................... N/A VAPOR PRESSURE................. 145 mmHg @ 20 Degrees psi VAPOR DENSITY(AIR-1).... 2.5 VOLATILE COMPONENTS.... 70-80%WT. SOLUBILITY IN WATER........ Negligible PH.............................................. N/A SPECIFIC GRAVITY................ 0.91 +/-0.02 EVAPORATION RATE............. (BUAC=1)=5.5-8.0 APPEARANCE......................... Red Liquid ODOR........................................ Ether-Like aw. WILL DISSOLVE IN................ Tetrahydrofuran MATERIAL IS.......................... Liquid SECTION IX-FIRE AND EXPLOSION HAZARD DATA FLAMMABILITY............................................ LEL- 1.8 %Volume UEL- 11.8 %Volume FLASHPOINT AND METHOD USED.......... 5-8 Degrees F/PMCC STABILITY...................................................... Stable Conditions to Avoid: Heat,sparks and open flame. HAZARDOUS DECOM PDTS.: Carbon Monoxide/carbon dioxide/hydrogen chloride/smoke HAZARDOUS POLYMERIZATION.............. Will not occur. Conditions to Avoid: None INCOMPATIBILITY/MAT.TO AVOID.......... Acids,oxidizing materials,alkalis,chlorinated inorganics(potassium,calcium and sodium hypochlorite),copper and copper alloys SPECIAL FIRE RIGHTING PROCEDURE... FOR SMALL FIRES: Use dry chemical,CO2,water or foam extinguisher. FOR LARGE FIRES: Evacuate are and call Fire Department immediately. SECTION X-SPILL AND DISPOSAL INFORMATIO N SPILL OR LEAK PROCEDURES.... Ventilate area,stop leak if it can be done without risk. Take up with sand,earth,or other aw noncombustible absorbing material. WASTE DISPOSAL.......................... Dispose of according to local,state,and Federal regulations. SECTION XI-SAFE USAGE DATA PROTECTIVE EQUIPMENT TYPES. NIOSH-Approved cannister respirator in absence of adequate ventilation. VENTILATION.................................... GENERAL MECHANICAL: Exhaust ventilation capable of maintaining emissions at the point of use below PEL.LOCAL EXHAUST: Open doors&windows. If used in enclosed area,use exhaust fans. �. PRECAUTIONS:.................................. HANDLING&STORAGE: Keep away from heat,sparks and flames;store in cool,dry place. OTHER: Containers,even empties will retain residue and vapors. ON Janury 2000 no UL&C-UL File#Ex4470 CW-5W SbkmWCemeW MATER IAL SAFETY DATA SH EET Date Revised: APR 1996 Supersedes: Ivformationonthis formic furnished solelyforthe purpose of complibnee with the 0aeupationalSafetyand Hea2hket ani shall not be used for aro{other pa rpose. C entral Sp i3 kler C ompany urges the customer reeeivisg►his Material Safety D ata Sheet to study it earefulb{to become aware of the hazards,if any,of the products invokma.lath¢interest of safety,you shouR natifyyaurempbyees,agents,and eontractorsof the information on this sheet. SECTION I MANUFACTURER'S NAME TRANSPO RTATION EMERGENCIES 0 NLY: IPS Corporation for Central Sprinkler Company CHEMTREC: (800)424-9300 ADDRESS EmergencyFirst Aid: (23 1)2223212 17109 South Mem Street,P.O.Box 379,Gardena,CA 90248 (L.A.Poison Center 24 Hour Number) Business: (310)898-3300 CHEMICAL NAME AND FAMILY TRADENAME: Solvent Cement for CPUC Plastic Pipe COC-500 Blazeblaster Red Cement for CPUC Plastic Pipe Mixtvre of CPVC Resin and Organic Solvents FORMULA: Proprietary SECTION II-HAZARDOUS INGREDIENPS None of the ingredients below are listed as carcinogens by IARC,NTP or OSHA CAS# APPROX% ACGIH-TLV ACGIH-STEL OSFIA-PEL OSHA-STEL Chbrinated Polyvinyl Chloride Resin(CPVC)NONIHAZ NIA NIA Tetrahydrofuran(THF) 1099-99-9 50.60 200 PPM 250 PPM 200 PPM 250 PPM Methyl Ethyl Ketone (MEK) 78-93-3 2-9 200 PPM 300 PPM 200 PPM 300 PPM 4W Cyclohexamone 108-94-1 2-10 25 PFM£ficin 25 PPM Skin 67-64-1 5-12 750 PPM 1000 PPM 750 PPM 1000 PPM *Title III Sec tion 313 Supplier Notification: This product contains toxic chemicals subject to the reporting requrements of Section 313 of the Emergency Planning and Community Right-to-Know Act of 1986 and of 40CFR372. This information must be included in all MSDS's that are c opie d and distributed for this material SHIPPING INFORMATION FOR GALLON SPECIAL HAZARD DESIGNATIONS CONTAINERS OR ABOVE HMIS NFPA HAZARD RATING DOT Shipping Nome: Adhesive HEALTH: 2 2 0-MINUVIAL DOT Hazard Class: 3 FLAVRVIABILTTY: 3 3 1-SLIGHT Ide atif is ation Numbe r: UN 1133 REACTIVITY: 0 1 2-MODERATE Pa,ckagingGroup: II PROTECTIVE 3-SERIOUS Label Required: Flammable Liquid EQUIPMENT: H 4-SEVERE SHIPPING INFORMATION FOR CONTAINERS LESS THAN ONE GALLON DOT Shipping Name: Consume r Commodity �. DOT Hazard Class: ORM-D SECTION III-PHYSICAL DATA APPEARANCE ODOR BOILING POINT('F1-C) Red,medium syrupy liquid Ethereal 133T Based on first boilingcomponenit: Acetone SPECIFIC GRAVITY @ 73+I-2'F VAPOR PRESSURE(mmHg) PERCENT VOLATILE BY VOLUME(%) Typical 0.985+I-0.040 143 mmHg based on first boiling Approx: 70-809 component,. Acetone @ 20'C VAPOR D ENSITY(Air= 1) EVAPORATION RATE(BUAC= 1) SOLUBMITYINVATER >1.0 Solvent portion completelysoluble inwaber. Resinportion separates out. VOC STATEMENT: VOC as manuf ac tured:760 GramslLler. Maximum VOCemission perSCAQMD Rule 1168, Test Method 316A: 450 GramdLiter SECTION IV-FIRE AND E I,.O SION HAZARD DATA FLASH POINT FLAMI+'IAB LE LIMITS LEL UEL C.B aced on Acetone (PERCENT BY VOLUME) 2.0 11.8 FIRE EXTINGUISHING MEDIA Ansel"Purpl,e K"potassium bicarbonate dry chemical,carbon dioxide,National Aer-O-Foam universal a1c ohol re sistant foam,water spray. SPECIAL FIRE FIGHTING PROCEDURES Evacuate enclosed areas,stay upwind. Close orconfined quarters require se Y-c ontained breathing apparatus,positive pressure hose masks or airline masks. Use water spray to cool containers,to flush spills from source of ignition and to disperse vapors. UNUSUAL FIRE AND EXPL OSION HAZARDS ,r January2000 UL&C-UL File#Ex4470 C SCj5W SahiimntlCement SECTION V-HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: X Inhalation X Skin Contact X Eye Contact X Ingestion EPFECT Or OVEREXPOSURE Inhalation: Saver overexposure may result in mu sea,dizziness,heaaache.Cancause drowsiness,iri ationof eyes ane msalpassages. Skies C amlmet: Skies iritant. liquid contact may ramave aaW rol skies ci}s resulkixg is skiairrita4,am. Dermatitis may Deco r with plobmged contact. SkinAlmrptbn: Prolonged orweaespread exposure may rem It mthe absorptianof harmful amounts of material Eye Coatacr. Own xposure mayresult msevereye irjurywith comealorconjumdw infhmmatiaaoncomtact with the liquid. Vapors s3ghrlyu ncomfcrtable. Moaerately to xic.May cau se nausea,vomir-irg,diarrhea. Maycau se menta'A ggis}masis. CHRONIC: Symptoms of raspiratar 7 tract irritation ana aamage to respiratory epithelium were reported is rots a xpesed to 50t0 ppm TH F for 90 da}es. E levatix m of SGPT suggests a dist,Amore m liver fuactian. The NO El was reported to be 200 ppm.. aw MEDICAL CONDITIONS AGGRAVATED BYEXPOSURE: Individuals withpre-existingdiseases of the eyes,skin or respratory system may have increased susceptibilityto the toxicity of excessive exposures. EMERGENCY AND FIRST AID PROCEDURES Inhalation: If overcome by vapors,remove to fresh air and if breathing stopped,give artificial respiration. If Ireathingis 06 difficuY,give oxygen. Call physician. Eye Contact: Fhtsh eyes with plenty of water for 15 minute s and calla physician. Skin Contact:Remove contaminated cbthingand shoes. Vashskin with plentyof sap and water for at least 15 minutes. If irritation develops,get medic al amntion. Give 1 or 2 glasses of water or milk. Do not induce vomiting. CIL physic in or poison control c enter immediately. SECTION VI-REACTIVITY TY UNSTABLE CONDITIONS TO AVOID STABLE H Keep away from heat,sparks,openflame and other sources of ignition. INCOMPATIBILITY (MATERIALS TO AVOID) Caustics,ammonia,inorganic acids,c hlorinated compounds,strong oxidize rs and isoc yanate s. HAZARDOUS DECOMPOSITIONPRODUCTS Whenfonce d to burn,this product gives out carbon monoxide,carbon dioxide,hydrogen chloride and smoke. HAZARDOUS MAY OCCUR CONDITIONSTO AVOID RIZATION MAY NOT OCCUR I X Keep away from heat,sparks,openfhme,and other sources of ignition. SECTION VII-SPILL OR LEAK PROCEDURES low STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASE OR SPILLED Eliminate all ignition source s. Avoid breathing of vapors. Keep liquid out of eyes. Flush with large amount of water. Contain liquid with sand or earth. Absorb with sand or nonflammable absorbent material and transfer into steel drums for recovery or disposal. Prevent liquid from e nte ring drains. $TASTE DISPOSAL METHOD Follow local,State and Fe deml regulations. Consul disposal expe rt. Can be disposed of by incineration. Excessive quantities should not be permitted to enter drains. Empty c ontame rs should be air dried before disposing. Hazardous Vaste Code: 214. SECTION VIII-SPECIAL PROTECTION INFORMATION ' RESPIRATORY PROTECTION(Ste cify type) Atmospheric levels should be maintained below established exposure limits contained in Sec tion II. If airborne concentrations exceed those limits,use of NIOSH approved organic vapor cartridge respirator with full face-piec e is recommended. The etTec- tiveness of an air purifying respirator is limited. Use it only for a single short-term exposure. For emergencyand otherconditions r where short term exposure guidelines maybe exceeded,use an approved positive pressure self-contained bre athingapparatw. VENTILATION Use only with adequate ventilation. Provide sufficient ventilation in volume and pattern tokeep contaminants be low applicable exposure limits set forthinSection II. Use onlyexpbsion proof ventilationequipment. PROTECTIVE GLOVES EYE PROTECTION PVAcoated I Splashproof chemical goggles OTHER PROTECTIVE EQUIPMENT AND HYGIENIC PRACTICES Impervious apronand a source of rumningwater to fbxsh or wash the eyes and skin in case of contact. SECTION IK-SPECIAL PRECAUTIONS PRECAUTIONS TO BETAKEN IN HANDLING AND STORING Store is the shade between 40T- 110'F. Keep away from heat,sparks,open flame,and other sources of ignition. Avoid prolonged breathing of vapor. Use withadequate ventilation. Avoid contact with eyes,skin and clothing. Train a mploye es on all spe cial handling proc edures before the y work with this product. OTHER PRECAUTIONS Follow allprecautionary information givenon containerlabel,product bulletins and our solvent cementing literature. All handling equipment should be electrically grounded. r Central Grooved 800 Series 9=94 Threaded Fittings jp a & Ductile Iron ANS( B16.3 a� Manufactured by: Central Grooved Piping Products, Inc. a subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ElProduct Technical Installation Description Data Central Ductile Iron threaded fittings Model: 811, 812, 813, 814, 815, 816, r3 conform to ANSI B16.3 and are 817, 818, 820, 825, 825B, Apply Teflon tape or high quality pipe higher in strength and more corrosion 827, 830, 719 joint compound on the pipe threads resistant than cast iron fittings. The Style: Elbows, Tees, Unions, Caps, and tighten two to three turns beyond additional strength is provided by the Extension Pieces, Bushings, hand tight. ductile properties making up the Couplings and Plugs fitting. This is accomplished by Wrench: Standard Pipe Wrench adding magnesium while the iron is Thread: N.P.T. being poured into its final cast shape. Material: Ductile Iron This provides an advantage as the Maximum Working Pressure: 300 psi fittings are not as susceptible to Weight: See Chart leaks or cracking and they are also lighter than standard cast iron. Approvals Caution: Installers who have not used ductile iron threaded fittings before should be instructed that the fitting is stronger than the pipe Approvals: U.L., U.L.C., F.M. and over-tightening the fitting can create leaks and cause damage to (See Central Grooved submittal pipe threads. In general, there is sheet for exact Listing/Approval about one-half a turn difference information.) between cast iron and ductile iron fittings. Apply Teflon tape or high quality pipe joint compound on the pipe threads and tighten two to three turns beyond hand tight. If you are using an automatic make- on machine, please exercise caution in setting your machine to the proper parameters prior to tightening fittings onto the male pipe threads. No.21.3.0 Central Grooved No.9-1.0 C 90°Elbow-Model 811 WY. BOX E L—F A Size A B Part# (lbs.) QtY• r B 1/2 1'h Sha 86206 .24 240 _ ��- 14 }�/z %„ 86200 .64 70 Ductile 3 120 I I 3 6201 .95 40 Duct Reducing Model 815 1'/4 1 /4 1 h, 8 wt. Box 11/2 11516 13/,6 86202 1.24 30A B G D E F Part# Lbs. Qty. ' 11/z 86203 1.74 20 Size 90°Elbow 2 2114 10 3J4x 314xV2 13he 13/+6 1V4 5/9 5/e V,s 86235 .46 95 Mode1811 21/2 2"h6 1916 86204 3.28 3 , 7/g /1B 86755 .68 65 3/4x 3/4X} 1 /,6 1 !,a 1 !a !6 1 x'/2x 1 1'/2 13/a 1'/z 13/18 ,3/6 13/16 86236 .70 55 1 x3/4x'/2 1V4 1319 13/s Sha s/e 3116 86756 .63 80 5 1 X3/,X'/4 1h, "1a 3/4 71s 86757 .68 65 1315 1 ha 90°Reducing Elbow-Model 812 wt. Box 1 X'/4 x 1 11/2 17/,a 11h 13/,6 7/, 13/,a 86237 .77 55 D G 1 1'14 1114 1319 9/16 9/18 13/1, 86238 .66 65 �--e--� Part# Lbs. Qty. } x} x /2 o Size A B 1 /9 3 3 51 1 , 86342 .33 160 }X 1 x 3/4 1319 3 5/a 11/,6 1'V, 1911 1 1 7/e 86240 .97 45 1 x'(z 11/4 13/9 9/19 13/,6 86210 .44 110 } x 1 x 1V4 3 7 7/a 86241 1.14 35 1, 7Ja 86211 .53 90 i x 1 x 11/2 13/+a 1131 1519 1 Ve 1 Va 1 x 3/4 1 /s 1 ha 1,6 51,6 1'14 1916 5/a 916 1 86242 .81 50 5/,8 86212 .64 75 } /4 XI x'/2 1'/4 X Vz 15/+e 11/2 5/s 1 3 17!19 13/9 15/e 3/4 86243 .90 50 900 Reducing 1,/,31, 17 is 1s/8 314 1'/,6 86213 .75 60 1 !4 x 1 x !4 e 7 3118 } 86244 1.03 45 y „ 1 86214 .71 55 11/4 x 1 x 1 /2 1 he /a Elbow iV4 x 1 1 ha 1 /,6 719 3 „ 3 , } 1111 86245 1.10 40 1'/4 X I X 1V4 1 /4 1 /1 1 /4 1 ba Model 812 1'/2 x 314 1'12 j 31 3/4 131,9 86221 .95 45 }'/a 1'1s 28246 1.43 30 1112 x 1 5 ,3 7 1'14 x 1 x 12 1716 113!1 11316 13/,6 1 (, 1 h6 A 1 15 86215 .99 40 1,/4 x 1'/4 x'/: 13/9 13/9 19/16 "/,a 11/1, 1 86247 .87 45 1'/4 113/+6 17/6 1'/e 131+a 86216 1.14 35 7 7 3/4 11/,6 86248 .96 45 2 X 314 15/6 115/16 7/e 13/s 86217 1.39 30 11/4 X 1'14 X'/4 1 hs } 1a 15/6 314 76 1 86249 1.10 40 2 X 1 13/4 21/,e 2 15/t9 86218 1.58 25 }'l4 X 1'l4 x 1 1918 1 7/8 1"!,6 7/9 1131 1 /16 86250 1.50 30 2 X 11/2 2 23/16 11/4 17/,e 86220 1.67 20 },/4 X 11/4 x 11/2 17/e 1719 113/6113/9 .00 21b X 2 23/9 25/9 1'14 17/6 86262 3.01 157 }114 x 1'/4 X 2 2'/e 2'/e 2 "/,6 1719 1'/, 86251 .97 24 1'Jz X 1 X'iz 171,9 1516 "1a 5(a 1 Va 86252 .97 40 11/2 x 1 x 3/4 1'/z 13/6 VA 3/4 /s 1316 86253 1.14 40 1'12 x 1 x 1 15/9 1'/2 113/,s 7/s 1311, 1'/a 86254 1.14 30 450 Elbow-Model 813 11/2 x 1 x 11/2 s/,s 113/1 115/18 13!18 1 Va 1316 86255 1.52 30 5 5/6 1'/ 86257 1.03 40 Wt. Qtx 1'/z x 11/4 x'/x 17/16 1 hs 1"/+6 '318 314 13/99 86258 1.10 40 A Size A B Part# ( ) Y• 1'12 x 1'/4 X314 1'12 17/,6 1314 14 1/1 7/a -1 86780 .22 250 11/2 x 1'/4 x 1 1518 1916 113/,6 7/a 71e 1'/e 86259 1.31 30 B. 3/4 } 7/,e 86781 .33 150 1112 x 1114 x 2 23/,s 2'/s 2 17/19 17/18 11/4 86260 1.94 20 .48 90 .+ 1 }1j, "/,e 86280 111,6 1'/s 86261 1.14 35 .73 50 1'/z x 1 Vz X'/2 17116 171,6 1"/+s 'V,6 3/ 131 8626235 1519 516 86281 11/2 X 1%X 3/4 1'12 1'iz 13/4 3/< 4 s 1'12 1716 "/,e 86282 .93 35 1,12 x 11/2 x 1 15(6 15/6 113/18 7/a 7/a 1'/e 86263 1.38 30 1"hs 151 86283 1.55 18 451 Elbow 2 9 1,L 11/2 x 1'/2 x 1'/4 1131,9 1131 1719 1'16 1'16 1319 86264 1.50 86782 2.70 20 Model 813 2Vz 115/1. 1 }1/z x 11/2 x 2 231, 9 2 1716 17/5 11/4 86265 2.00 2 21/4 1 /z' 1s/,s 11/2 86266 2.18 15 2 x 1 x 2 2V4 2'h 2114 1'/z 1716 1'/z 86267 2.31 15 2 X 11/4 X 2 21/4 2 X 1'/2X'12 1'/z 17/1s 1719 3/4 "h6 15/,6 86268 1.50 30 2 x 1'12 x 3(4 15/6 1'!x 115!+9 719 3/4 13/s 86269 1.61 25 Tee-Model 814 2 x 1'/2 x 1 13/4 151 2 1 7/, 1516 86270 1.65 20 A wt. BOX 315/,. 1,/,e 17/,6 86272 2.0320 # (Ibs) QtY• B Part . 2 x 1'i2 x 1'/z 218 11!5/' 2 is Size A 2 x 1'/2 x 2 21!4 2316 2'/4 1112 17116 11h 86273 2.37 15 1e 86340 .33 150 , 3h 1519 86222 1.50 30 4 /2 1'!e s 90 2 x 2 x'/z 1 /z 1 /z 17/e 3/4 3/4 1s/,e -14 86341 •50 2 x 2 x 3/4 Isla 1s/a 1's/„ 7/a 'A 13/, 86223 1.67 20 } 1'/2 3/,e 86230 •85 60 15/,6 86224 1.91 20 3 I _ 35 2 x 2 x 1 13/4 13(4 2 1 1 $ 1,/4 13/4 1 V,6 86231 1.30 17/8 1719 21/6 1'/9 1'le 171,6 86225 2.05 20 86232 1.63 24 2 x 2 x 1'14 A 1 Vx 1151s 131, , 2 2, 2316 1 V4 1 V4 1'/2 86226 2.11 15 ----- 2x2x1 /2 ,�. 2 21/4 11/2 86233 2.63 12 2 x 2 x 2'12 25/5 25/, 2319 1314 17!9 1716 86227 3.67 Ductile Iron Tee 2,12 21118 1918 86234 4.55 8 3 5 5 s 7/a 1314 86274 2.22 15 Model 814 2 Reducing Coupling-Model 816 Extension Piece-Model 825 Wt. Box Wt. Box Size A B IPart# Wrench (lbs.)Qty. Size A Part# (lbs.) Qty. 1 x'/2 1"/,s 1/2 86228 11/4 .38 200 ---- -- 1/2X 1'/Z 11/2 72751 .20 300 1 x3/< 1V< '/286229 11/2 .53 110 '/2x2 2 72980 .27 250 Reducing Coupling 3/<x 1'/2 11/2 72981 .22 250 Model 816 �A 3/.x2 2 73982 .31 1 200 ilm Extension Piece Brass Extension Piece-Model 825B Model 825&825B 1/2X1 1 72826 .08 600 1/2x 1 V. 11/. 72827 - .10 490 '/Zx 1'/2 i V2 72828 .13 490 prr � N-C e 1/2x2 2 22445 .18 250 a -------- 1/2x2'/2 21'/2 22446 .22 200 Cross-Model 817 Wt. Box Hex Bushing-Model 827 Size A B C D Part# (lbs.) Qty. A� Wt. Box 1 1'/Z 1'/2 13/16 13/,s 86284 .97 45 Size A Part# (Ibs.) Qty. 1 V. 13/4 13/4 1'/,6 11/,e 86285 1.59 25 1 x 1/2 1'/,s 72726 .22 280 11/2 115/16 115/16 13/+6 13/,6 86286 1.89 20 1 x3/4 1'/+e 72762 .18 280 2 21/4 21/4 1 V2 11/2 86287 2.93 10 1 Vax 1 13/,6 72763 .31 150 1'A x 11/4x 1 x 1 1'/1s 18/16 1 7/6 86289 1.25 30 1'/2x 1 11/4 72757 .53 100 11/2 x 11/2 x 1 x 1 113/16 15/a 1'/+6 11 he 86322 1.48 24 1 Vex 1'A 11/4 72764 .35 100 2 x 2 x l x1 2 13/4 1'/a 1'/+e 86291 2.64 10 Hex Bushing 2 x 1 13/e 72759 .75 80 Model 827 2 x 11/4 13/6 72761 .69 80 2 x 1'/Z 13/6 72775 .62 80 Straight Coupling-Model 818 Brass Seat Union-Model 830 Wt. Box Wt. Box t_ Size A B Part# Wrench (Ibs.) Qty. -` Size A B Part# (lbs.) Qty. /z 13/8A 72779 11/6 .18 360 A 1/2 11/s 13/16 86207 .47 110 3/e 15 26 200 - - 3 I /< 2 /6 Vi, 72778 13 . /6 _L 75 86275 .66 80 _..i 1 13/4 3/e 72755 1"he .44 110 � 1 23/1e 13/ie 86276 1.08 50 11/. 2 8/,s 72754 2 .54 75 Brass Seat Ductile 11/4 21/2 1'/,6 86277 1.54 35 1 1'/2 23/,8 3/e 72753 2V4 .71 60 Iron Union 11/2 25/8 13/,e 86278 2.03 25 2 25/6 11/s 72752 23/4 1.15 30 Model 830 2 3'/s 15/6 86279 3.15 18 Straight Coupling 2'/2 3 3/. 72758 33/6 2.29 18 Model 818 Ductile Iron Plug-Model 719 Wt. Box e�w i Size A Part# (Ibs.) Qty. Cap-Model 820 A 1/2 15/16 86292 .10 500 Wt. Box 3/4 11/e 86293 .18 300 Size A Part# (Ibs.) Qty. --------- A1/2 7/e 72776 .15 500 1 11/4 86294 28 200 An 11'/n 13/6 86295 .50 110 3/< 1 72777 .22 300 Ductile Iron Plug 11/2 17/16 86296 .70 80 1 13/1e 72824 .33 180 Model 719 Cap 1 V<L1,11. 72756 .54 110 2 1'/2 86297 .90 45 Model 820 11/2 72822 .68 80 2 72823 .96 45 21/2 72825 1.80 25 �t '3 �3E Care & Ordering Maintenance n Information Ductile iron threaded fittings do not Ordering Information: When require special on-going mainte- placing an order, indicate the full nance. However, the entire system product name. Please specify the must be maintained in accordance quantity, model and style. with NFPA Standard 25 entitled, Availability and Service: Central "Inspection, Testing and Maintenance sprinklers, valves, accessories and of Water-Based Fire Protection other products are available through- Systems". out the U.S. and Canada, and inter- nationally,through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. Conversion Table: 1 inch =25.400 mm 1 foot=0.3048 M 1 pound=0.4536 kg 1 foot pound= 1.36 Nm 1 psi =6.895 kpa =0.0689 bar =0.0703 kg/cm2 Conversions are approximate. 40 IMP CIENNTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 01994 Central Sprinkler Company Phone(215)362-0700 Printed in U.S.A. FAX (215)362-5385 D.I.Scwd.i r u ,Central Grooved Piping Products 03,00 Schedule 10 and 40 Steel Pipe �°O�Fo Manufactured by: Central Grooved Piping Products a Subsidiary of Central Sprinkler Company 451 North Cannon Avenue Lansdale, Pennsylvania 19446 NG PRODS Phone (215)362-0700 Fax(215)362-5385 Product Description: Schedule 10 ASTM A 135, Schedule 40 ASTM A 135 & ASTM A 795, Black Painted Domestic Steel Pipe Central is proud to offer its own line of domestic high quality steel sprinkler pipe. Central Steel Pipe is manufactured from the highest quality prime steel. Quality is ensured by continual testing throughout the rolling cycle. Standards and Approvals Central Schedule 40 steel sprinkler pipe is manufactured to ASTM A-135 and ASTM A-795 Grade A, NH specifications. Central Schedule 10 steel sprinkler pipe is manufactured to ASTM A-135 Grade A, NH specifications. Each piece of Electric Resistance Welded (ERW) pipe is Eddy Current tested and is coated and stenciled. Central steel pipe meets or exceeds requirements of NFPA 13, 13D, and 13R, and can be used in wet, dry, preaction or deluge systems having maximum working pressures of 300 psi or less. Central steel pipe successfully met or exceeded all Underwriters Laboratories, Inc. and Factory Mutual testing for sprinkler systems with a maximum working pressure of 300 psi. Certificate of Conformance Central steel sprinkler pipe is domestically manufactured. With the material as specified, Central certifies the product is tested and accepted in accordance with ASTM A-135 and/or A-795 Standards for the respective schedules. Installation Requirements Central steel pipe is intended for installation in accordance with the requirements of the NFPA Standards applicable to conventional welded or roll grooved specifications for steel pipe. Schedule 40 and Schedule 10 pipe may be joined in the field using conventional welded fittings and mechanical grooved couplings,threaded fittings, mechanical tees, 40-5 straps, or plain end fittings. (See Approvals and Listings for exact Listing/Approval information) Caution: Schedule 10 pipe shall not be cut-grooved or threaded. Additional Services With the Central "Roll Your Own Program"custom lengths are easily accomplished from lengths 18'-0"to 25'-0" Please allow additional lead time to custom roll your order. A minimum order will be required to complete your custom application and additional charges may be required. Standard stock lengths of 21'and 25'are available by calling any Central Sprinkler Distribution center or by calling us directly at 800-523-6512 or 215-362-0700, Steel Pipe Division. Capacity of One Foot of Pipe Based on Actual Internal Pipe Diameter(per NFPA 13) Nominal Pipe Gallons Diameter Schedule 40 Schedule 10 a. V. 0.045 0.049 11/4" 0.078 0.085 Hazen-Williams C Values (per NFPA 13) 11/2., 0.106 0.115 Pipe or Tube C Value* 2" 0.174 0.190 Black Steel (dry systems including preaction) 100 21/1" 0.248 0.283 Black Steel (wet systems including deluge) 120 3" 0.383 0.433 Galvanized (all systems) 120 4" 0.660 0.740 Unlined Cast or Ductile Iron 100 6" 1.501 1 1.649* 8" 2.660 1 2.776** *The Authority Having Jurisdiction may recommend other C Values. *0.134 wall pipe **0.188 wall pipe Central No. 24-1.0 so Dimensions and Weights Nominal Pipe Nominal Theoretical Standard Pieces Feet Theoretical Pipe OD Wall Weight Length Per Per Weight Per Approvals size inches Thickness Per Foot ft. Bundle Bundle Bundle inches inches Ib./ft. lbs. Schedule 10 1'/4 1.660 0.109 1.810 21 /25 60 1,281 /1,525 2,319/2,760 UL and FM "12 1.900 0.109 2.080 21 /25 44 924/1,100 1,921 /2,288 UL and FM far 2 2.375 0.109 2.640 21 /25 37 777/925 2,051 /2,442 UL and FM 21/ 2.875 0.120 3.530 21 /25 37 777/925 2,742/3,265 UL and FM 3 3.500 0.120 4.330 21 24 504 2,182 UL and FM a. 4 4.500 0.120 5.610 21 19 399 2,238 UL and FM 6 6.625 0.134 9.290 21 10 1 210 J 1,951 UL and FM 8 8.625 0.188 16.490 21 7 147 2,424 UL and FM Schedule 40 +* 1 1.315 0.133 1.680 21 /25 61 1,281 /1,525 2,152/2,562 UL and FM 11/4 1.660 0.140 2.270 21 /25 61 1,281 /1,525 2,908/3,461 UL and FM 11/ 1.900 0.145 2.270 21 /25 44 924/1,100 2,514/2,992 UL and FM 2 2.375 0.154 3.660 21 /25 37 777/925 2,844/3,386 UL and FM Ordering Information Ordering Information When placing an order, indicate the full product name. Please specify the type, size and finish when ordering steel pipe. Make sure to indicate if the shipping address is different than the billing address. For additional technical or ordering information please contact our Steel Pipe Division at 800-523-6512. Warning:When steel pipe systems are being installed in areas where the water supply contains corrosive and/or damaging biological properties, consideration should be given to performing periodic testing and/or applicable treating of the system. a� Warranty Central will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. Terms and Conditions 1.Shipping LiabilitX-Shipping or delivery dates are approximate only. Central assumes no penalty or liability for delays under any circumstances. Central shall not be liable for consequential or inconsequential damages of any nature. 2.Return Shipments -There shall be no credit given for material returned without written authorization. Requests for such returns shall include the date and invoice number of the original purchase. Returns will be credited for the amount of the * purchase price less 20%for handling, inspection, and retesting provided the goods are in reusable condition. Returns must be shipped freight prepaid. 3.Method of Shipment-Unless shipment method is designated by the Buyer, Central will make this selection at the Buyer's risk. 4.Speciai Terms -Special material orders and made-to-order products including custom cut to length may not be cancelled unless agreed to by Central in writing, and upon agreement for compensation for work already performed. 5.Price Changes - Prices are subject to change without prior notice. 6.Packing-An extra charge may be incurred for additional handling, paper work and custom charges. Additional lead time may also be required to complete shipment of the order. 7.Minimum Order- Bundle quantities only on a direct ship basis. -r4E1X:" Flow C "t / Con tro/ /SZj9,J71pgD Q 2000 Central Grooved Piping Products Printed in U.S.A. Schedule 10&40 03.00 Swing C r Valves Y Type Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 FM, Product that the clapper clears the waterway for superior flow characteristics. Bronze NO The Central Model F18 Swing ` i Description Check Valves are tested twice, air The Central Model F18 Swing under water for consistent quality. swing The The Model F18 Swing Check Valves are designed for Check Valves are rated at 200 psi, The Central Model F18 Soft Seat general service prevent backflow. non-shock for cold water service and Check have a soft rubber seat for tight shut- Swing Check Valves provide positive off under all operating conditions. shut-off under normal operating (Mfg. Source: Non-Domestic) Valves conditions. They are recommended for water service only. The Central Model F18 Swing Check Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The angle pattern design ensures Dimensions - Weights wt. Size A B Lbs. mw 1/2" 2.23 1.71 .56 3/4" 2.80 2.00 .89 gal 11. 3.11 2.24 . 1.30 1 1/4" 3.77 2.65 1.75 1 1/2" 4.37 3.13 2.53 2" 5.10 3.79 4.34 u �w No. 14.5.0 I Ordering Bill of Materials Information Item Description Material Specification Ordering Information: When 1 Body Bronze ASTM B-62 placing an order, indicate the full product name. Please specify the 2 Cap Bronze ASTM B-62 quantity, model and style. 3 Disc Holder Brass Rod ASTM B-16 4 Hinge Pin Brass Rod ASTM B-16 Availability and Service: Central 5 Hinge Pin Plug Brass Rod ASTM B-16 sprinklers, valves, accessories, and other products are available through- 6 Seat Disc NBR Commercial out the U.S. and Canada, and 7 Disc Washer Brass Plate ASTM B-16 internationally, through a network of 8 Disc Nut Brass Rod ASTM B-16 Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace 5 2 any products found to be defective in material or workmanship within a 3 period of one year from the date of 6 shipment. Please refer to the current Price List for further details of the 4W warranty. 7 8 Patents: Patents are pending. Conversion Table: J 1 inch =25.400 mm 1 foot= 0.3048 M 1 pound =0.4536 kg 1 foot pound= 1.36 Nm 1 psi= 6.895 kpa = 0.0689 bar 0.0703 kg/cm2 1 U.S. gallon =3.785 dm3 =3.785 liters Conversions are approximate. I_ CENTRAL Central Sprinkler Company 451 N.Cannon Avenue, Lansdale, PA 19446 ©1991 Central Sprinkler Company Phone(215)362-0700 Printed in U.S.A. FAX (215)362-5385 F18.0 2 1 I MP AP �oZ 77, 10 .................... .............. .................. 0.1 SPECIFICATIONS FOR SLOW CLOSE .......... ALL BUTTERBALL SLOW CLOSE PATENTED INSTALLATION (1313-SC) SLOW CLOSE BUTTERBALL VALVES... A. The BBSC can be installed in any orientation in a 9 provide slow opening and closing properties in a quarter- piping system using standard National Pipe Threads, turn valve.The purpose is to eliminate hydraulic shock Wrench should be used to hex on the end of valve b and water hammer in fire protection and other liquid eing threaded to pipe.Pipe sealants should be used systems. sparingly. B. The valves with internal switches can be easily wired *are available with or without an internal, pre-wired in the field.They will have two switches,switch-1 will supervisory tamper switch assembly.When mounted an have dual leads on the terminals.This switch is to be -dose valve and wired,the switches signal any slow connected to the supervisory circuit of a Listedalarm movement of the valve disc from the full open position. control panel.Switch-2 will have single leads and may *are available factory mounted to a valve or as a kit for field be connected to auxiliary equipment per direction of installation on previously installed valves. the local authority having jurisdiction. Cap any unused wire leads with wire nuts and tuck into 0 have switch ratings of: junction box.All connections shall be reviewed and 10 Amps/115 VAC-60 Hz approved by the local authority having jurisdiction. 0.5 Amps/28 VDC C. A 14 gage green wire has been fastened to the interior of the housing and is to be used as a housing *are equipped with tamper switch assemblies FOR ground. INDOOR USE ONLY. D. Recommended type of wire to be used is No.16 Dual *have ULIFM ratings to 175 psi. (Also available at 350 psi Rated UL30OV80 C and 300V 105 C. and 500 psi with N.Y.C.B.S.A. approval.) E. Installation must be in compliance with NFPA 72 and 13,or bonded and grounded per Canadian Electrical Code Part 1, F. The 88-SC, BBHSC (threaded-end) and BBVSC, U BVHSC (grooved-end)valves are intended for use F M C 0, L us > with schedule 40 and/or 80 pipe,sizes V, 1-1/4", 1- 1/2",2" and 2-1/2'per ANSI B36.1 O. APPROVED LISTED For use with fire protection sprinkler systems 175psi, INSTALLATION FOR NEW YORK CITYVALVES N.Y.G. special valves have a large stow indicator which Approved by the New York City Board of Stds.& points in the direction of the valve disc,indicating open or Appeals under Calendar No.996-81 -SM,for 175 psi and closed.The valve should be installed in a position where Calendar number 720-83-SA for 350 psi and 500 psi, the Indicator is readily visible. (500 psi rated valves not shown,) ............._1-----------.............. ........... -----------___................................ MODEL DESCRIPTION SIZES B13-SC100 Valve Less Switch 175 psi-Threaded End NYC BSA 1', 1-1/4", 1-1/2", BB-SCS02 Valve With Switch s Approved 2", 2-112" BBVSCIOO Valve Less Switch 175 psi-Grooved Ends NYC BSA 2", 2-1/2" BBVSCS02 Valve With Switch Approved BBHSC100 Valve Less Switch NYC BSA 1', 1-1/4", 1-112", BBHSC 350 psi-Threaded Ends S02 Valve With Switch Approved 2', 2-1/2" BVHSC100 Valve Less Switch 350 psi-Grooved Ends NYC BSA 2',2-1/2" BVHSCS02 Valve With Switch Approved Uu� ScW300.cdr 2 ........................I.,............. ........................... ...........................I......................... ............................. ............................... .................... ............... _.............................................................. . ........ ... butterim3callo BUTTERFLY VLVE VALVES LESS SUPERVISORY TAMPER SWITCH ASSEMBLY �� ...:._^•_??rt,+ '„i^'rY�'iFMY�� /` PMI: 1 •. •tFM►Y`i, i omF kll "--"`_ � � i �� a,:J,t rpti••,_,r t''' `-^' i� :tmJ. r' I\,:1+';�'�' 't°t '�''�n°' yl°li s --- BBVSCI Do BBVSC100 3 piece with Uni-body with BS-SC100 (Threaded Ends) Grooved Ends Grooved Ends Sizes 1", 1.1/4", 1-1/2", 211,2-1/2" Size 2" Size 2-1/2" VALVES WITH SUPERVISORY TAMPER SWITCH ASSEMBLY t ........... _.......... Nso/�wwM .;. �:-.: 'iV. PATI 'ii r; � t J�>,. 'rFn� -..+, aF�tt•�^�1` : t�y�r t7-:..Y � :.ls('.Y+'w we�•+-�/ W � d'i(1ym ; `__a,--._.._—.y>.._...�-,•',� T�j� l:ie�'�.. ..,w":<.�:(� `-u-'•`-io ._. ..r ._. .._... sc i—=� tom;. '� -- - // I I NYC INDICATOR _.._........._..............o".- -- �._._..._..._..- ,... --- THREADED ENDS (Avaitabie on both switched BBVSCl00 BBVSC100 BB-SCS02 and non-switched models.) 3 piece with Uni-body with ALL DIMENSIONS-INCHES Grooved Ends Grooved Ends i Size 2" Size 2-1/2" Threaded i, Grooved i SIZE! fit 1, 1 ra i f-11a" i ze' i t s►zE i z" 2-112" i A 2-118 2-518 2-718 t 3-114't A Q-1/8 I B 3-15116 4 9132 i 4,112 _ 5 _j L B 5 5-13x32 C 1-8116 i 1-151162-3116( 2-314i C 2-3/4• 3-3116 ' `• __0 11-23/32 2-7184 J 2-3/8 13-1/161 D 13-1116 3-112 ,l !4-15!18 a-11$ ,5-19132; 5-918- E 518 15/16 1 K 66 73 i .73 ' .79 F 1 SM6 5/8 i ' .83 90 99 't 1.41 G 8 4-112 M-461 1.05 1.38 i 1.61 2.07 r H 2-3/8 1 2-718 1 M-80! '96 ? 1:28 1.50 i 6-118 5-114 MATERIAL LIST rI 40 i z.z z z.� 2.z _ ; tc _.s1'-__ ' ;NOJ PART MATERIAL SPECIFICATION W 1-1!8 9•114 ;1-13!3211.11!161 1��L 1.41 I- 1i 1 i indiaatar Sintered trop _;_ F0008P --- M-40 ARE DIMENSIONS USING i M-80 ; 1.94 I 2.32 IQUSItI ? BrOnZG W IaSTM 584 SCHEDULE 40 PIPE i N_-4�0_ ,225 10 _ t s 3 BodyBronze ASTM 5$4 —? M-80 ARE DIMENSIONS USING t I 1-314 — - ;:::::.: SCHEDULE 80 PIPEHandle Brass 1 1 N-40 IS FLOW RESISTANCE 5 Disc i Stainless Steel Type 304 EKPRESSEDIN EQUIVALENT LENGTH OF 16 Disc Seat !�EPOM Elastomer SCHEDULE 40 PIPE ---- W IS THE WRENCH MAKE-UP LENGTH r-7--4,1'. Switch Housing Die GastA#uminum� ' ULBB_SC040300.cdr .. r t A WIRING DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS BLACK LISTED FIRE ALARM �c TO NEXT INDICATOR CONTROL PANEL OR SUPERVISORY CIRCUIT WHITE END OF LINE RESISTOR coin r,a ` RED SWITCH 2: SINGLE LEADS ORANGE AUXILIARY r,<, EQUIPMENT vp VOLTAGE BLUE SOURCE cnM gar "U YELLOW " Green Lead provided is ground for switch housing Switch Rafting: 10AM P/ 115 VAC 5 AMP128 VDC Cap unused leads with wire nuts and tuck inside junction box(not provided) NOTE: Valves incorporating supervisory tamper switches are for itndraLue only. SUPERVISORY TAMPER112"ELECTRICAL SWITCH - CONDUIT P I qoo 1 ON i M wo �r fTl F7't Q- tZ"M. —IC3:ca 1 UL LISTED JUCTION BOX Milwaukee Valve Company ,,. 2375 South Burrell Street Milwaukee,Wisconsin 53207-1582 Telephone 414/744-5240 MILWAUKEE VALVE FAX 4141744-5840 ULBS..-SC0d0300.cdr 4 V e� CENTRAL 5139 513D/513R 4w01 Riser Manifold Figure 513, 513D/51314 Commercial CENTRAL - NFPA 13 Systems Grooved Piping Products Floor Control - High Rises Residential - NFPA 1313/1314 Systems Tyco Fire Products---www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446--- USA Customer Service/Sales:Tel: (215)362-0700/Fax: (215)362-5385 Technical Services:Tel: (800)381-9312/Fax: (800)791-5500 General The threaded ends of the 1" and 1'/2" " bodies,the threaded by grooved ends Technical • of the 2"bodies, and the grooved ends Descry pti on of the 1112"-6"bodies allow for an easy Data transition to either check or control valves.The exclusive and dedicated flow switch designed for the manifolds Figure: 513 (commercial) has been tested and Listed for use in 513D(residential) this specific configuration by 513D/513R (residential) Underwriters Laboratories, Styles:Threaded or Grooved Underwriters Laboratories of Canada Sizes: 1", 1112",2",21/2",3",4"and 6" and Factory Mutual. Installation is simplified with one Approvals: UL, FM,and ULCMaximum convenient take-out for the 1" and 11/2" Working Pressure: 175 psi threaded and 11/2"grooved versions, as Standard Finish: Painted well as one take-out for the 2"threaded Optional Accessories: by grooved and the grooved sizes Pressure Relief Valve Kit(see page 7) V` See Fire Protection �C Submittal Sheet for The Riser Manifold is approved for FM pressure rating and Listing installation in either the horizontal or and Approval information the vertical position.The optional relief valve assembly is available for The Figure 513, 513D/513R Riser locations which require relief valves on Manifold provides all of the accessory gridded systems. equipment for a riser in a single assembly. The availability of the Riser Riser Manifolds for use in Canada only Manifold in different configurations are provided with a Water Flow Switch allows cost effective riser installation in that has a Tamper Switch mounted commercial(NFPA 13)systems, high inside for cover removal detection. rises requiring floor control assemblies, and residential systems (NFPA 13D/13R). nra� No.28-1.0 1 3.63 Figure 1 [92.2] 1" Threaded Residential Riser Manifold Figure 513D 1 -.63[161 BOTH ENDS 4 — TEST a Approximate Trimmed Weight-7.5 lbs. (3.4Kg.) 5 �DRAIC a I m 3 The width of the Riser Manifold is approximately 31/2". [9 8 s Note: Items 7 & 8 are used on Manifolds for use 10.00 - — 7 in Canada Only [254] I ! 2 4.50 I FLOW [114.3] V 2.88 [73.2] Figure 1 -Bill of Material 9.75 1"Threaded Residential Riser Manifold [247.7] Detail Description No. Part *Approximate thread engagement. No. Req'd Number Note:Values shown in parenthesis 1 Manifold Body F x F 1 976-363-01 are in millimeters 2 Potter Waterflow Switch#VSR-SF w/Paddle 1 H-416-01 3 '/4°Water Pressure Gauge 1 971-118-02 4 3/4"90°Street Elbow 1 H-463-075 5 3/4"Close Nipple 1 H-474-12 6 3/4"Ball Valve 1 971-116-02 7 Tamper Switch(ULC only) 1 H-419-01 8 Label (ULC only) F 1 976-343-01 5.38 Figure 2 [136.7] —' 11/2"Threaded Residential Riser Manifold 1 ! *.63[16] Figure 513D/513R Reference Figures 2 and 3 Bill of Materials (page 3) 11 7 L t AND Approximate Trimmed Weight-8.7 lbs. (3.9Kg.) � DRAIN 16 10.00 1 g a The width of the Riser Manifold is approximately 31/2". [254] 2 *.63 Note:Items 16 & 17 are used on Manifolds for use in Canada Only. FLO x + 17 15 I n i 3 r I I 2.13 4.50- [16] [54.1] 1114.3] 11.38[289.1] 11.25 1 [285.8] *Approximate thread engagement. 7 Note:Values shown in parenthesis are in millimeters Male x Male Body Option 2 Figure 3 11/2"Threaded Commercial Riser Manifold Figure 513 For optional pressure relief valve, see Figure 10 (page 7) 12.50[317.5] 6.25[158.8] 7A Approximate Trimmed Weight- 11.2 lbs. (5.1 Kg.) •.63[16] 1 �` The width of the Riser Manifold is approximately 31/2°. Note:Items 16 & 17 are used on Manifolds for use ®; in Canada Only. [3653] 0©m 9 4 ® t AND 10 DPAIN 10.00 16 aw [254] g 2 ® 14 pro— usn 15 x «� 6 � a 17 `.63 11.25 1 1.13 [16] [285.8] [28.71 .63 [161 5.50 [139.71 w r `Approximate thread engagement. Male x Male Body Option Note:Values shown in parenthesis are in millimeters Figures 2 and 3-Bill of Material 1'/2'Threaded Residential and Commercial Riser Manifold Detail Description No.Req'd Part No. Com. Res. Number 1 Manifold Body M x F 1 1 976-339-01 2 Potter Waterflow Switch#VSR-SF w/1'/4'Paddle 1 1 H-416-02 3 1"Ball Valve F101 0 1 971-116-03 4 1"x'/z'x 1"Reducing Tee 1 0 1 H-469-100-050-100 w� 5 1" Insp.Test&Drain Valve F202 w/1/2"Test Orifice 1 0 971-122-04 6 Sight Glass M x F 1 0 H-418-100 7 '/d'Water Pressure Gauge 0 1 971-118-02 7a 1/4°Water Pressure Gauge 1 0 971-118-01 8 1/4°Pipe Plug 1 0 H450-025-000 9 1/4"3-Way Globe Valve 1 0 971-119-01 10 1/4"x 3"Nipple 1 0 H-459-025-30 11 1"x'/2"x 1"California Tee 0 1 976-385-01 12 1/2°Pipe Plug 1 1 H450-050-000 13 1"Close Nipple 0 1 H-474-16 14 1"Ball Valve 1 0 971-121-01 15 11/2'Close Nipple 1 1 H-474-24 16 Tamper Switch (ULC only) 1 1 H-419-01 17 Labe[ (ULC only) 1 1 976-343-01 3 �� w�• Figure 4 12.50[317.5] 11/2" Grooved Commercial Riser Manifold -Figure 513 6.25[158.81 For optional pressure relief valve, see Figure 10 (page 7) — s 7 14.38 ®© g [365.31 TEST Approximate Trimmed Weight-11.2 lbs. (5.1 Kg.) 10 I ® I —pND 9 10.00 _ 12 The width of the Riser Manifold is approximately 3'/2". [2541 s 2 9 �g 4 ® 3 FIG 513 Note: Items 12 & 13 are used on Manifolds for use in Canada Only. FO & 13 Amo 1.13 •.63 (28.71 [161 5.50 Figure 4-Bill of Material 1139.71 1'/2"Grooved Commercial Riser Manifold Detail No. Part 'Approximate thread Description engagement. No. Req'd Number Note:Values shown in 1 Manifold Body G x G 1 976-399-02 parenthesis are in millimeters 2 Potter Waterflow Switch#VSR-SF w/1'/4"Paddle 1 H-416-02 3 1"Ball Valve F101 1 971-121-01 4 1"Insp.Test&Drain Valve F202 w/'/2"Test Orifice 1 971-122-04 5 Sight Glass M x F 1 H-418-100 6 '/4"Water Pressure Gauge 1 971-118-01 7 '/4"Pipe Plug 1 H-450-025-000 8 '/4"3-Way Globe Valve 1 971-119-01 9 '/d'x 3"Nipple 1 H-459-025-30 10 1"x'/2"x 1"Reducing Tee 1 H-469-100-050-100 11 '/2"P(pe Plug 1 H-450-050-000 12 Tamper Switch (ULC only) 1 H-419-01 13 Labe((ULC only) 1 976-343-01 Figure 5 12.00[304.81 2"Grooved Residential Riser Manifold 5.44['38.21 —[ „ Figure 513D/513R \ Reference Figures 5 and 6 Bill of Materials (page 5) 10 o e 1\ For optional pressure relief valve, see Figure 10 (page 7) v Approximate Trimmed Weight- 11.0 lbs. (5.OKg.) ' 13.00 13 [330.21 16 The width of the Riser Manifold is approximately 3'/2". �� 2 14 FLOW Note: Items 16 & 17 are used on Manifolds for use in Canada Only. s3 [161 — - n °0 13.00 [330.2] I 15 "© 2.25 L 4.50 Li [57.21 [114.31 1a 'Approximate thread engagement. 2" Male x Groove Body Option Note:Values shown in parenthesis are in millimeters 4 C Figure 6 s 2" 2'/2" 3" 4",and 6" - 5.501139.71 Grooved Commercial Riser Manifold - Figure 513i For optional pressure relief valve, see Figure 10 (page 7) 0 > o Approximate Weights and Dimensions of Trimmed S 12 �m 4� 2",21/2",3",4",and 6"Grooved Commercial Riser Manifolds 7 r21/2 A B C D Appx.Width Weight A Inches Inches Inches Inches Inches Lbs. - MM mm mm mm mm Kg. (3 3.00 ® 2.4 15 (330.2] �� 2 17.13 0.88 12.88 5.25 3.50 13.5 4 135.0 22.2 327.0 139.7 88.9 6.1 FLOW 18.13 1.88 13.75 6.38 3.50 16.8 4 3 A 460.4 47.6 349.3 155.6 88.9 7.6 ® 8 17 18.13 1.88 14.38 6.25 3.50 18.7 5 ®460.4 47.6 365.1 158.8 88.9 8.520.00 3.75 17.38 8.38 4.50 32.7 B 508.0 95.3 441.3 212.7 114.3 14.8 20.00 3.75 19.25 9.25 6.63 41.6 Z 53[16] 6 508.0 95.3 489.0 235.0 182.3 1 18.9 o� Approximate thread engagement. **13"is the take-out for all sizes 2"through 6" Figure 5 and 6-Bill of Material Note:Values shown in parenthesis are in millimeters 2"Grooved,2"Threaded x Grooved and 2",21/2",3",4",and 6"Commercial Riser Manifold FN tail No. Part o. Description Req'd Number 2"Manifold Body Groove x Groove 1 976-254-01 21/2"Manifold Body Groove x Groove 1 976-254-02 1 3"Manifold Body Groove x Groove 11 976-254-03 4"Manifold Body Groove x Groove 1 976-254-04 6"Manifold Body Groove x Groove 1 976-254-05 is 2"Manifold Body Male x Groove 1 976-411-01 .fir. Potter Waterflow Switch#VSR-SF w/2"Paddle 1 976-357-01 Potter Waterflow Switch#VSR-SF w/21/2"Paddle 1 976-357-02 2 Potter Waterflow Switch#VSR-SF w/3"Paddle 1 976-357-03 Potter Waterflow Switch#VSR-SF w/4"Paddle 1 976-357-04 Potter Waterflow Switch#VSR-SF w/6"Paddle 1 976-357-05 1"Ball Valve F101 (2") 1 971-121-01 3 11/4"Ball Valve F101 (21/2"and 3") 1 971-121-02 2"Ball Valve F101 (4"and 6") 1 971-121-03 1"Insp.Test&Drain Valve F202(2")w/1/2"Test Orifice 1 1 971-122-04 4 1'/4"Insp.Test& Drain Valve F202(21/2"and 3")w/'/2"Test Orifice 1 971-122-05 2"Insp.Test&Drain Valve F202(4"and 6")w/'/2"Test Orifice 1 971-122-06 1"Sight Glass(2") 1 H-418-100 5 11/4"Sight Glass(21/2"and 3") 1 H-418-125 2"Sight Glass(4"and 6") 1 H-418-200 6 1/4"Water Pressure Gauge 1 971-118-01 7 1/4"Pipe Plug 1 H-450-025-000 8 1/4"3-Way Globe Valve 1 971-119-01 9 '/4"x 3"Nipple 1 H-459-025-30 10 1"Pipe Plug 1 H-450-100-000 1"x 1/2"x 1"Reducing Tee(2") 1 H-469-100-050-100 11 11/4"x 1/2"x 11/4" Reducing Tee21/2'and 3" 1 1 H-469-125-050-125 2"x 1/2"x2"Reducing Tee(4"and 6") 1 H-469-200-050-200 12 1/2"Pipe Plug 1 H-450-050-000 13 1"x Y2"x 1"California Tee 1 976-385-01 14 1"Close Nipple 1 H-474-16 15 1"Ball Valve F101 1 971-116-03 16 Tamper Switch (ULC only) 1 H-419-01 17 Label(ULC only) 1 976-343-01 Note: Items 16 & 17 are used on Manifolds for use in Canada Only. 5 i ra a■ Figure 7 Potter Waterflow Switch Terminal Connections c� \ 10 , Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve �\ as two separate connections. The wire must be severed to serve as two separate connections,thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OO��Ca OJT Figure 8 Potter Waterflow Switch Typical Electrical Connections Style B/Class B Local Bell Transformer or End of Line Resistor Battery Powered CKT.(see note) Open on Alarm Close on Alarm Open on Close on End of Line —0-�� j Alarm Alarm Resistor Signaling Device Supervised Loop Typical Switch Action (see note) -► � To Additional Open on Close on From Open on Close on Devices or Alarm r • Alarm Control Alarm Alarm Return to Panel Control Note: For supervised circuits, see"Switch Terminal Connections"and caution note (above).The Model VSC and Model VSR-SF have two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operatea local audible or visual annunciator. Testing: The frequency of testing for the Model VSC and Model VSR-SF and their associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than bimonthly. Figure 9 Potter Tamper Switch Typical Electrical Connection Contacts S.P.D.T. (form C) N.C. V Com. Contacts shown with Cover in Place Contact Rating: 5A®125V AC N.O. 2.5A@30V DC Installation for Models VSC and VSR-SF: Remove the one retard assembly mounting screw. Place the switch assembly over the retard mounting tab. Replace the screw. 'j A... 6 I • Figure 10 Optional Pressure Relief Valve Grooved Commercial Trim- Figure 513 .G. r 1 4 m xzm o Relief Valve is factory set at 175psi (nonadjustable). ® o Note: If the optional pressure relief kit is desired for Figures 3 and , o 4, an outlet on the riser must be provided, and the connection and ® M material between the riser and the manifold will need to be supplied and fabricated by the installer. FLOW ® NORMALLY CLOSED qq NORMALLY R IN DRAIN POSITION N© O " Figure 10-Bill of Material Optional Pressure Relief Valve Kit Detail No. Part No. Req'd Number 1 90°Compression Fitting 2 H-475-050 038 2 '/2°Watts Pressure Relief Valve Model FP53L(UL,FM) 1 H-476-01 Tubing(2") 1 976-419-01 3 Tubing (2'/2"and 3") 1 976-419-02 Tubing (4"and 6") 1 976-419-03 4 1"x'/2"Reducing Bushing 1 H-477-01 M =Male N.P.T. F=Female N.P.T. Optional Figure 513 Pressure Relief Valve Kit G =Grooved Connection Size Part Number 2" 4063 2'/2"and 3" 4072 4"and 6" 4073 Part Part Size Figure Number Size Figure Number 1" 513D,F x F(UL, FM) 4067 2" 513D/513R, M x G(ULC) 4094 1" 513D,F x F(ULC) 4085 2" 513D/513R,G x G (UL, FM) 4059 1'/2" 513D/513R, F x M(UL,FM) 4057 2" 513D/513R,G x G (ULC) . 4093 1'/2" 513D/513R,M x M (UL,FM) 4058 2" 513,G x G,'/2"Test Orifice(UL, FM) 4060 1'/2" 513D/513R, F x M (ULC) 4088 2" 513,G x G,'/2"Test Orifice(ULC) 4090 11/2" 513D/513R, M x M (ULC) 4089 21/2° 513,G x G,'/2"Test Orifice(UL,FM) 4061 1'/2" 513,F x M Y2"Test Orifice(UL, FM) 4055 2'/2" 513,G x G,'/2"Test Orifice(ULC) 4091 11/2" 513,M x M'/2"Test Orifice(UL, FM) 4056 X 513,G x G,'/2"Test Orifice(UL,FM) 4062 1'/2 513, F x M Y2°Test Orifice(ULC) 4086 3" 513,G x G,'/2"Test Orifice(ULC) 4092 1'/2' 513,M x M Y2"Test Orifice(ULC) 4087 4" 513, G x G,'/2"Test Orifice(UL,FM) 4065 11/2" 513,G x G'/2"Test Orifice(UL, FM) 4056G 4" 513,G x G,'/2"Test Orifice(ULC) 4095 1'/2' 513,G x G Y2"Test Orifice(ULC) 4087G 6" 513,G x G,'/2°Test Orifice(UL,FM) 4066 2" 513D/513R, M x G (UL,FM) 4064 6" 513,G x G,'/2°Test Orifice(ULC) 4096 Limited Products neither assumes, nor authorizes any person to assume for it, Ordering any other obligation in connection with Procedure Warranty the sale of products or parts of products. Tyco Fire Products shall not Products manufactured by Tyco Fire be responsible for sprinkler system Ordering Information: When placing an Products are warranted solely to the design errors or inaccurate or order,indicate the full product name. Please original Buyer for ten (10)years against incomplete information supplied by specify the quantity,figure number,style, defects in material and workmanship Buyer or Buyer's representatives. and size. (see page 7 for figure and part when paid for and properly installed IN NO EVENT SHALL TYCO FIRE numbers) and maintained under normal use and PRODUCTS BE LIABLE, IN Availability and Service: Grooved Piping service. This warranty will expire ten CONTRACT,TORT, STRICT (10)years from date of shipment by LIABILITY OR UNDER ANY OTHER Products,valves,accessories and other T co Fire Products. No warranty is LEGAL THEORY, FOR INCIDENTAL, products are available throughout the U.S., ven for products or components Canada,and internationally,through a g p INDIRECT, SPECIAL OR manufactured by companies not CONSEQUENTIAL DAMAGES, network distribution centers.You may write affiliated by ownership with Tyco Fire INCLUDING BUT NOT LIMITED TO directly or call 2-0700 for the Products or for products and LABOR CHARGES, REGARDLESS OF distributor nearrestest you. components which have been subject WHETHER TYCO FIRE PRODUCTS to misuse, improper installation, WAS INFORMED ABOUT THE Care and corrosion, or which have not been POSSIBILITY OF SUCH DAMAGES, installed, maintained, modified or AND IN NO EVENT SHALL TYCO [I repaired in accordance with applicable FIRE PRODUCTS' LIABILITY EXCEED Maintenance Standards of the National Fire AN AMOUNT EQUAL TO THE SALES Protection Association (NFPA), and/or PRICE. The owner is responsible for the the standards of any other Authorities THE FOREGOING WARRANTY IS MADE inspection,testing, and maintenance of Having Jurisdiction. Materials found by W LIEU OFANYAND ALL OTHER ww their fire protection system and devices Tyco Fire Products to be defective shall WAR RAN77ESEXPRESS ORIMPLIED, in accordance with the applicable be either repaired or replaced, at Tyco INCLUDING WARRANTIES OF standards of the National Fire Fire Products'sole option. Tyco Fire MERCHANTABILITYAND FITNESS Protection Association (e.g., NFPA 25), FORA PARTICULAR PURPOSE. *" in addition to the standards of any authority having jurisdiction.The installing contractor or product manufacturer should be contacted relative to any questions.Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected,tested, and maintained by a qualified Inspection Service. General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and ��O understand the installation instructions(IH-1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and 9001 gasket selection should be verified to be compatible for the specific application. Certified Company yew f'L�CO/Flow ConrrolTyco Fire Printed in U.S.A.4-01 � Products $ r TOSCO INCORPORATED CORONA,CA (909)737-5599 nw Fig. 22 Hanger For C.P.V.C. Plastic Pipe Single Fastener Strap Type Size Range–3/4 thru 2 inch C.P.V.C. pipe. Material– Carbon Steel, Pre-Galvanized. Function – Intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a c guide to the piping which is supported by the beam itself. It is not intended to support C.P.V.C. pipe from under a flat _ horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.0 Piping. Figure 22, when inverted, with �. the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the sprinkler head during activation. A Approvals – Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. e Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features–Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Finish—Pre-Galvanized. Order By–Figure number and C.P.V.C. pipe size. Note—Fastener into light gauge metal may be ordered separately. Minimum acceptable: #10 x 1" Hardened Self Threading screw with 5/16" hex washer head. * Patent Pending C.P.V.C. A B C MAX. HANGER FASTENER HEX APPROX. w PIPE SIZE SPACING (FT.) HEAD SIZE WT.1100 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16 9 1 2-11/16 1-7/16 1-3/16 6 5/16 9 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 11 1-1/2 3-5/16 1-3/4 1-3/16 7 5/16 12 2 3-3/4 2-1/8 1-3/16 8 5/16 15 5m2001 — -15- 51 IMP Va To�c0 INCORPORATED CORONA,CA (909)737-5599 Fig. 22 C ul@ Combination Hanger & Restrainer Application Size Range–3/4 thru 2 inch C.P.V.C. pipe. Material– Carbon Steel, Pre-Galvanized. 1 5/8" Function –Designed to support a C.P.V.C. pipe away from the corner of a beam. This position allows for easy installation of drops or raisers without adding ® 3 5/8" additional wood blocks. Approvals – Underwriters' Laboratories Listed in the ; ' y USA (UL) and Canada (cUL)for use as a combination hanger& restrainer. TRUSS HEADER Finish—Pre-Galvanized. OR Order By– Fig. #22-C application is composed of two TRUSS JOIST standard Fig. 22 models – order two singles for each (nP) hanger& restrainer application required. Note – Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge 3 5/8 metal may be ordered separately. Minimum 15/8" acceptable #10 X 1" hardened self threading screw with 5/16" hex washer head. Important Installation Note The listed and approved application of the Fig. 22 in the hanger& restrainer detail shown, applies only to Tolco products and should not be confused with or used with any other manufacturers' products. 3 5/8" 1 5/8" 9t c �s ow 5/7/2001 00 00 AdlubhL TOLCO INCORPORATED CORONA,CA (909)737-5599 Fig. 24 Hanger For C.P.V.C. Plastic Pipe @ c@ Double Fastener Strap Type - Side Mount Size Range–3/4 thru 2 inch C.P.V.C. pipe. Material–Carbon Steel, Pre-Galvanized. Function – Intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Can be installed on the top or on c the bottom of a beam. The Fig. 24 can also function as ' a restrainer to prevent the upward movement of the sprinkler head during activation. i Approvals – Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P. A. 13, 13R, and 13D. Features – Figure 24 incorporates features which protect the pipe and ease installation. The flared edge design" protects the C.P.V.C. pipe from any rough surface. Easily attaches to the building structure using the two hex head self threading screws"*furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a B hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre B A drilling of a pilot hole in wood is required. Finish—Pre-Galvanized. Order By–Figure number and C.P.V.C. pipe size. *Patent Pending **Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. MAX.HANGER FASTENER HEX APPROX. PIPE SIZE A B C SPACING(FT.) HEAD SIZE WT./100 3/4 2-5/16 1-5/32 1-3/16 5-1/2 5/16 9 1 2-5/8 1-5/16 1-3/16 6 5/16 9 1-1/4 3 1-1/2 1-3/16 6-1/2 5/16 11 1-1/2 3-1/4 1-5/8 1-3/16 7 5/16 12 2 3-11/16 1-27/32 1-3/16 8 5/16 15 517/2001 -18- u oilBatt"•,it q" Item No. 00259578 f 11 k Technical Data Color Red Product Description Intumescent(designed to expand when exposed to fire)firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Areas of Application Steel,copper and EMT pipes. Insulated'steel and copper pipes.< Jacketed cablesand cable bundles, Closed or vented plastic pipes. Standards ASTM E 814, British Standard BS 476, German DIN Standard Z- 19. 15-471 Packaging Pail Paintable Yes Approvals/Listings UL Classified UL 1479 Factory Mutual FM Approved ICBO Evaluation Service Inc. Report No.5071' California State Fire Marshall Listing No. 1200:108 City of New York MEA 326-96-M City of Los Angeles Research Report 25188 Examples Sealing around plastic pipe penetrations in fire rated construction ' Method of Application Trowelling Intumescent Yes Water Based Yes Volume 1155.Q00 in- Volume 5.00 gal Volume 19.001 Package Quantity 1' One-Line Description FS-ONE FIRESTOP 5 GALLON PAIL Construction Hilt! Fri-DHE Chemicals High Performance 00 Product Data Intumescent Firestop Sealant Q "state of the art" product which protects more than 95% of all typical firestop applications, with ratings up to four hours. Product Description Composition and Materials: FS-ONE High Performance Intumescent FS-ONE is a one-component, non-com- Firestop Sealant is a one-part,ready-to- bustible, inorganic,moderately intumes- use fire rated sealant designed for cent firestop sealant. It has the consisten- firestopping insulated and non-insulated cy of a thick smooth paste. It is virtually steel,copper or EMT pipe,jacketed odorless and contains no volatile solvents cables,cable bundles and plastic pipe or halogen. penetrations in fire resistive construction. When cured, it forms a strong,flexible, Packaging: noncombustible barrier which expands FS-ONE is conveniently packaged in stan- when exposed to heat, impeding the dard 10.1 fl.oz.(300 ml)cartridges and 5 spread of flames,smoke and toxic gases gallon(19 1)pails. through penetrations. Because FS-ONE is a water-based formulation,it is safe and Calor: easy to apply and cleans-up with water. FS-ONE is red for easy identification. FS-ONE has been tested by UL in accor- Applicable Standards: dance with UL 1479 and is fire-rated for FS-ONE is classified by Underwriters up to 4 hours in numerous applications. Laboratories Inc.®as a"Fill,Void or Details can be found in the Hilti Firestop Cavity Material"for use in Through- Inspection and Installation Manual and UL Penetration Firestop Systems. Many Fire Resistance Directory. different 1, 2,3,and 4 hour rated systems were tested by UL in accordance with Basic Uses: UL 1479, "Fire Tests of Through- FS-CINE is specifically designed for insu- Penetration Firestops"(the UL version lated and non-insulated steel, copper or of ASTM E-814). Specific details can be EMT pipe,jacketed cables,cable bundles, found in the Hilti Firestop Inspection and plastic pipe penetrations in fire resistive Installation Manual and current UL Fire construction. It is also UL classified for Resistance Directory. these applications where the opening is lined with a steel sleeve,typically consid- FS-ONE has also been independently test- ered a worst-case scenario,and top of ed in accordance with ASTM E84-84a, „ wall construction joints. Surface Burning Characteristics of Building Materlais,which is similar to Limitations: ANSI 2.5, NFPA 255, UBC 42-1,and FS-ONE should not be applied: UL-723. Complete test report is available ^ • When temperature of the product or upon request. penetration substrate is below 35°F or above 100°F FILL,VOID OR CAVITY MATERIALS •To building materials that bleed oils, CLASSIFIED BY yew h plasticizers or solvents(e.g.impregnat- UNDERWRITERS LABORATORIES,INC. FOR USE IN THROUGH-PENETRATION F}RESTOP SYSTEMS ed wood, oil based caulks,green or SE UL FIRE RESISTANCE DIRECTORY partially vulcanized rubber) 6�'sg`F'�a ssvr �s56�F'�o • Underwater U` C . • In any penetrations other than those specifically described in the firestop applications drawings and Installation instructions portion of this manual or F M the current UL Fire Resistance Directory. P.O. Box 21148 APPROVED Tulsa,OK 74121 For Penetration Fire Stops. dee• Consult the Factory Mutual Research corporation Approval Guide. E R T Data: Storage and Shelf Life: When stored between 5WF and it30°F in original,unopened Vmi properties of fS-m Mo Puftrirm"inwinescerd Fnswp Seagnt arc containers,FS ONE has a minimum shelf life of i year from the 96"bow& date of manufacture. Protect from freezing. The expiration date is stamped on each container. non-w,gun grdde Tine 20-30 min. Skin Over Time 3-6 min. Technical Services Ap;icatim Temperanxe min.A ff,max. Your total Hilo representative,together with the Customer FuR Core approx.14-21 days Service Department and qualified technical staff,can provide 1.5 m? you with the service you need,including product demonstra- Intu tAcbatiw .300°-5013'°F tions,on-site applicator training and educational seminars. For YdatileSofrrents None assistance,call 1-80(1-879-8000. Combusabirdy N*x wbustible ow Surface turning ChwWa stics Flame SpR Index=0 GuawanteelWarranty (ASTM E801aj Smoke Developed index=5 Sellers Hite,Inc.and Hilti Construction Chemicals, Inc.warrant Maximum SwAreTempemlure 120T that all products supplied hereunder will be free of defects in Approvalt material and workmanship.Seller's obligation under this war` rarity shall be limited to refund of purchase price or,at Seller's CW EVAMEon savi e,int. In call tar details option,replacement or repair of the defective products.Sellers Cdkmia State Fire Marshal In popes,call for details must be notified of all claims of defect within one year of deliv- City of New York In progress;call for details ery by Sellers;absence of such written claim during this period My of Los Angeles In progress;call f ordeWls shall constitute a waiver of all claims with regard to such product. Installation 1. Before handling,read product and material safety data THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER sheets for detailed use and health Information. Also consult WARRANTIES,EXPRESS OR IMPLIED,INCLUDING BUT the firestop application drawings and installation instruc- NOT LIMITED TO THE IMPLIED WARRANTIES OF MER- bons portion of this manual or the current UL Fire CHANTAIULiTY AND FITNESS FOR A PARTICULAR PUR- Resistance Directory for specific installation details. POSE.Sellers shall in no event be liable for special,incidental, For industrial use only, consequential,or other damages arising out of the sale,use,or 2. Application temperature of the substrate must be at inability to use the product. least 40°F. Remove all loose dirt,dust,oil and any other foreign sub- stances that would impair adhesion to the penetrating Items,adjacent surfaces and penetration opening. 4. Install the prescribed backing material,if required (e.g.CF 124 Foam,backer rod,mineral wool), 5. Apply FS-ONE to the required-depth,Aaking sure the sealant contacts all surfaces to provide the greatest """ adhesion. 6. Using a putty knife or equivalent,tool the sealant immedi- ately to push it in place and provide a smooth,neat finish. �. 7. Clean all tools and equipment with water immediately after work has been completed. 8. Leave completed seal undisturbed for at least 48 hours. Precautiorts: Before handling,read the Material Safety Data Sheet. Wear appropriate gloves and safety goggles. In case of contact with eyes,flush eyes with water immediately and consult a physi- clan. In case of contact with skin,remove FS-ONE with a dry cloth and then wash skin thoroughly with soap and water_ Consult a physician if skin irritation develops. Do not use sol- vents to remove sealant from skin. ff swallowed,DO NOT induce vomiting,'seek immediate medical attention. Simplicity Confidence Value 53 1-800-879-NW CENTRAL Hd. Cab. 11 m94 so Sprinkler Head Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 E3Product Technical 31r 6 & 12 ' Description Data Head Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet Sprinkler are constructed of a metal enclosure Style: 3, 6 or 12 head with a hinged cover designed to Head provide on-site storage of an Standard Finish: Red enamel emergency supply of sprinkler heads Mfgr. Source: Non-domestic and a sprinkler head wrench. Capacity: 3 sprinkler heads Cabinet NFPA 13 requires a representative 6 sprinkler heads number of each type of sprinkler 12 sprinkler heads head used in a sprinkler system to be Dimensions: stored in a cabinet on-site to allow for immediate removal and replacement 3 head-5"high x 7%z"long x 21/2"deep of sprinklers which may have 6 head-5"high x 14"long x 3'/4"deep operated or become damaged. 12 head-5"high x 143/4" long x 5"deep " Central Sprinkler Head Cabinets Weight: 3 head- 1.5 lbs. are manufactured of heavy gauge 6 head-2.3 lbs. steel with knock-outs to 12 head-4 lbs. accommodate either 1/2"or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. �3 No.28.6.0 rAInstallation Care & Ordering [].Maintenance 11 Information Central's Sprinkler Head Cabinet is The Cabinet, wrench, and stock of When placing an order, indicate the designed with two 3/,s"diameter holes spare sprinklers should be inspected full product name. Please specify the for-wall mounting or direct attachment at least quarterly. The following items quantity, model, style, capacity, and to the system riser with a strap-type should be checked: size. hanger. The Cabinet should be Sprinklers,wrenches, and hard- installed at or near the system control 1. The Cabinet should be readily ware for hanging are not supplied valve and must be stocked with an accessible, and not exposed to with the Cabinet. They must be adequate supply of spare sprinklers a corrosive atmosphere or ordered separately. and a sprinkler wrench. temperatures in excess of The stock of spare sprinklers 100°F/380C. Availability and Service: Central should include sprinklers of each type sprinklers, accessories, and other and temperature rating as are 2. The stock of spare sprinklers products are available throughout the installed in the sprinkler system, in should include an adequate U.S. and Canada, and internationally the following quantities: number of each type and through a network of Central temperature rating. Sprinkler distribution centers. You Sprinklers Spare Sprinklers may write directly to Central Sprinkler In System Required 3. The stock of sprinklers must be Company, or call (215) 362-0700 for in good condition. the distributor nearest you. under 300 6 300-1000 12 4. A sprinkler wrench of the Guarantee: Central Sprinkler over 1000 24 appropriate type must be Company will repair and/or replace included in the Cabinet. any products found to be defective in The Cabinets are designed to material or workmanship within a accept both IV'and 3/4'N.P.T. period of one year from date of threaded sprinklers. For 1h" N.P.T. shipment. Please refer to the current sprinklers, leave the removable Price List for further details of the knockout in the hole. For 3/4' N.P.T. warranty. sprinklers, insert a screwdriver blade from the front top of the shelf and Conversion Table: under the near bottom part of the 1 inch =25.400 mm knockout annular ring. Press the 1 foot=0.3048 M screwdriver handle down to remove 1 pound=0.4536 kg the knockout ring. The hole, with the knockout ring removed, will accept a Conversions are approximate. 3/4'N.P.T. sprinkler. CENTRAL Central Sprinkler Company 451 North Cannon Avenue,Lansdale, PA 19446 01994 Central Sprinkler Company Phone(215)362-0700 Printed in U.S.A. FAX (215)362-5385 Hd.Cab.2 Flush Door OR " . ,. UF-5000 Description The Acudor OF-5000 is an innovative universal flush access door for walls and ceilings. It is designed for installation in drywall, plaster, masonry, the or any flush surface. The door panel features rounded safety corners which provide an architecturally pleasing appearance. The one piece trim flange will not rack, sag or distort. The unique continuous concealed hinge will not bind or corrode, allowing the door to operate freely time and time again. For easy installation, the mounting frame is 1-1 /4" deep, giving maximum clearance behind the door frame. n Flush Door STANDARD SIZES (special sizes available upon request) ME m a " Midi " 152 X. 152 1 b 1 X 161 Q.9 1 203 X 203 & 21:8X 213 1.2 1 203 X 3Q5 213 X 314, 1.6 1 v 254 X 254 264 X"264 1.6 1 305 X 305 314 X3 �4 2.1 1 . 305X406 314X416 27: 3Q5 X 457 . 314X46:73.1 2i 3Q5 X 61,0" 314 K 6 191, u 355 X 355: 365.X 365 406 X 406 ,i' ;• 416 X 41,6 3.4 2i H 406X61Q 416X619 5.7 2. 457"X 457 46 X 467 5.1 2' 457X81Q 467X619 6.7 2 5601X560" :: 1 568 X 568 7,2 4 5601 X 762 568 X 772 9.5 5 610X61Q 619X619' 8.2 4. 5 610X762 I't, 619X772 _ 10.2 ' f 4" Flush Door 610X914 619X924:,: 12.1 5 61 0 X 1220. b 19 X 1224 18.1 5 I 762"X 762 772X"772 1T2.5 5 914 X 914 924 X 924 17.7 5 Description The Acudor DW-5040 is designed specifically for installation in drywall walls and ceilings after drywall has been installed. The flange of the door is a textured galvanized steel taping bead with pre-punched holes. Drywall compound is applied over the beading at the same time the drywall joints are finished. When the application is completed, only the door panel remains_exposed. Our unique concealed bar hinge and screwdriver operated cam latches allow the door panel to operate freely with no bindind, sagging or distortion. 3 w 4t f fiL ^b I ' d 4 y a? .. STANDARD SIZES (special sizes available upon request) mm mm , 20X2013, 213X213 1.5 1 2541 X 254 264 X 264 2.0 1 305 X 3015 314 X 314 2.� 1 355 X 355 �` 365 X65 3 3.3 1 go Flush Door 406 x 406. 416 X 416 4.2 2 ,x Y 457 X.4 467 X 467 5.1 2 5b X 560 " 568 X 568 6.7 4 610X610, 614X6,19 8.4 4 610 X 914 619 X 9924 12.4 5 SO Description The Acudor PS-.5030 is designed for installation in plaster walls and ceilings, before the plaster is applied. An expansioncasing bead with 3" wide galvanized lath, included as part of the frame, provides a clean, tight finish between the frame and plaster and also adds reinforcement. The door panel is finished flush with the plaster. Our unique concealed bar hinge and screwdriver operated cam latches allow the door panel to operate freely with no binding, sagging or distortion. t +z f E �R1 STANDARD SIZES (special sizes available upon request) mm rnm kg, SHRUNWA 203 X 203 213 X 213 1.5 1 254 254: 264 X"264 210 1' 305 X 305 ; I' 314 X 314 2.7 1 3.3 355 X 355 365 X 365 1 Flush Door E 406 x 406 . 41.6 X 416 4.2 2 q 457 X 457_ 467 X;467; 5.1 2 560 X 56C} 568 X 568.",.1-- 6.7 k' 61 Q X 61'0 614 X 619 8,4 4 11, rc 610X914 614X924 12,4 5 Description The Acudor SF-2000 is an inovative surface mounted access door for all types of walls and ceilings. The door panel features rounded safety corners providing an architecturally pleasing apperance., An exposed continuous piano hinge allows the door panel to open to 175 degrees. The SF-2000 is the ideal choice for all applications. The mounting holes in each corner of the frame allow for easy installation. Since there is no frame to extend into the wall or ceiling, the SF-2000 is perfect for access to odd size openings. yg y iii AF �, . bK E l STANDARD SIZES (special sizes available upon request) 1 rnrn mm Ing. 203 X 203 196X 196" 09 1 305X'305, 298 X:298 . 1.8 1 406 X 406 400 X 400 2.7 2- 0 X 610 603 X 603 6.4 4 CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEERS 440 OSCEOLAAVENUE JACKSONVILLE BEACH, FLORIDA 32250 CHRISTOPHER C. KATHE, P.E. FL P.E. No. 36820 PRESIDENT Office (904) 246-9427 FAX(904)246-6507 by 11 IQ July 11, 20020!W Custom Homes by Bryan Lendry 3202 Sawgrass Village Circle c' At!, Ponte Vedra Beach, FL 32082 1 L Attn: Jeff Tabb Re: Cantilevered Floor Joist Collins Residence Atlantic Beach, FL 32233 EOI-117 Dear Jeff, The Contractor may cut a 4" deep x 8"wide "V"notch in the tops of the 2" x 10" P.T. SYP No.2 cantilevered floor joists to allow for HVAC duct. The notch shall be located at least 10'-0" from the outside face of the 2"x 6" bearing wall. Refer to section 2/S-6 on structural sheet S-6, revision No.4, dated 5/7/02 as required. Please contact us at (904) 246-9427 if you have any questions. Sincere Christopher C. Kathe, P.E. ,01,v Y Scoy 4 i6t- AkA'-f 7.5 21o2/a toy &i:2 a,-k MINUTES OF TREE CONSERVATION BOARD June 18, 2001 A regular meeting of the Tree Conservation Board was held Monday, June 18, 2001, in the City Hall Commission Chambers. Present were Chairperson Mae Jones,Barbara Mears,Judith Jacobson,Building Official Don Ford and Susan Dunham. 1. Call to Order Chairperson Jones called the meeting to order at 7:40 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meeting of June 4.2001 A motion was made by Board Member Jacobson,seconded by Board Member Mears and unanimously carried to approve the Minutes of the Tree Conservation Board Meeting of June 4, 2001. 4.A. Old Business/Tree Removal Applications 1)None. S.A. New Business/Tree Removal Applications: 1) Nam Coy mw of,Bft&�Avemw=d 2e Sftvet-: Mr.Jay Devine introduced himself and stated that he is a landscape architect representing the owner with regard to this application. Mr.Devine stated that he would like to remove 40"of oak,plant 20"of oak,remove 45"of other trees and plant magnolias and yaupon holly trees. Board Member Mears expressed concern with regard to the grading of the lot and the affect it will have on the trees that will stay on the property. Mr. Devine responded that the trees in the area against the building marked"Proposed Masonry Tree Wells"will be in a hole and will be a challenge to save. However,he stated that the owner is willing to try. Building Official Ford clarified questions raised with regard to setback lines. The Board determined that several trees to be removed were located in the City right-of-way. A motion was made by Board Member Jacobson,seconded by Board Member Mears and unanimously carried to approve the application and to direct Building Official Ford to issue a permit for the removal of 38" of oak to be mitigated by preserving 17" of oak on site and planting 4" of new oak on site; 45" of hardwood to be mitigated by planting 23" of hardwood on site; and 10" of palm to be mitigated by planting 5"of pahn on site. A motion was made by Board Member Mears,seconded by Board Member Jacobson and unanimously carried to recommend to the Public Works Department that the removal of 34" of paha in the City right-of-way be replaced with 17" of palm in the City right-of-way. 6. Reports and Announcements A. Progress Report on Historical Tree Preservation Ordinance: Building Official Ford advised that _ the changes to the draft Historical Tree Preservation Ordinance have been made. Chairperson Jones stated that she would attempt to locate the pictures that she took of the tree colonnades. May 20 01 02: 15p Building Department 904-247-5805 p, 1 v El--V CIT OF ATLANTIC BEACH 7— TREE REMOVAL APPLICATION JUN 8 ?00, j CC11y of Atlantic I A_11 9=1iratioas must be submitted with seven (7) copies and received by 5yt ijih F@ven, (IV) days p rrior to the scheduled meeting in order w be placed ori the aunda. *INCOMPLETE APPLICATIONS OR 1NACUT ATELY MARKED SITES WILL NUT BE PROCESSED. 39 -- 304 AVWuk. '5001- 'F3cA. art- �yZSo APPLICANT NAME ADDRESS TELEPHONE z._x s�.�. VV~10&1 e +�t.- Vtx% I v 0 4: z.IsE -an I ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE . 3. REASON FOR PROPOSED TREE REMOVAL:_ -V vi G O L L tiNS "K-'E-s l,VW G*_- FOR- --AD PENN COL LIVJS 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES XNO ❑ NOT SURE 5.PROPERTY ZONING: )(RESIDENTIAL ❑ COMMERCLAL APP R 0111, OF ATEA 11BEACH Ou 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR `i Mn3 C4ktooufle[)Ops-� 77" 1 { *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 06/07/2001 12:27 2014442175 COLLINS PAGE 01 Y i talk"I"hrd&praaw tot 4w4rmsQetioa of tatet4ur and•Xtorior amev. J i 1 t 7. STi''rt PT-AN1TREE SURVEY indteatins: 1 *} Leaasiozc of tapcgz*phy f'tttursa such ae hills and law areas. b) SxitttiaQ atxi pwpossd atnictures: z} I:oca&t Of ala U"I with SJiatAotcz at BMW SCISht of six.inch"or mora. d) Tree spwies and sins. i a) Tfew to be removed ahnuId be clearly marked with aA"XII. fl Tms to be preserved on-sise for rnliig*tion mutt be marked%vith brackets"(j ? Loaadon,size and t peates of any pmpostd now replacement treet tt►orkad with t E aims"O" h) Looatim of'utilities and auseu=ts*s appiiaabie. I I) Location of uses tv be preswwod on-site with bwricadleg rowd. I ' S. ON-SITZ REQt!IUMENTM, ? 4) All trees idsad ed for removal, 313x be tt*Atd on-site by � f aul"s, pmt of ripe• f I b) All was to be preserved on-sire for mitigations j U51 be rvA-cd with j f1NWul,point of tape. i a) The&out propsey corners must be tttarkod by sutkm or paint Indiosting the Lot I'I I 4 tic=QhMAUNAMZClMn QR INACQU!►TALXMAN=SITE$ R WL]6?!QT BE PRaC"jED, I I HEREBY AGREE TO COMPLY' Wrrii ALL PROYMIONS OF CHAPTER,23,ARTICLE II, � TREE PA(MCTION,AND ALL OT]4$R APPLICABLE CODES AND ORDNA14CES OF ' THE C DE OF ORDINA:*3G:z✓s UI KI LAN f IC SEACH. �• 7• o _ t App ll Ve Sf�Mrs Date b wncr's St�natura Date i Com'USE MIL � t � Tiee Conservation Board Chairperson Date td WFi�S:9a Z�l?Z t0 u„1 4eat V06 'ON 3NOHd RN103a Aids, wmZ TRS TRI COUNTY ELECTRICAL CONTRACTORS, INC, GbUN� II� 12025 BEACH BLVD, ELECTRI rACKSONVLE, FL 32246 (904) 646-3141 PAX (904) 646-1538 ER#0015199... DATE: Atlantic Beach City Hall 800 Seminole Road Atlantic Beach, Florida 32233 To Whom It May Concern: . The purpose of this letter is to request Early Power for the following address : This letter certifies that the structure is electrically ready and safe for Early Power. We accept all responsibility for Early Power at this address . Sincerely , / „� .i i r '�i- ATLA NTVC BEACIH Kevin Weir % ^UILDING OFHCE President MAR 1-4 2003 STATE OF FLORIDA COUNTY OF DUVAL C The foregoing instrument was acknowledged before me this 13 day of�/ �DO� ' by KEVIN WEIR of TRI COUNTY ELECTRICAL CONTRACTORS , INC. , who is personally known to me. ��µ�ll�ulHrly G2 oNN1E LA V4;%' NOTARY PUBLIC �� .•M�ssioh''•�0 My Commission ExpiresZ �o��aerSFto••; z' MCC 986215 ? r' =o; Qondsd, ••Qw CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE O F OCCUPANCY P E R M A N E N T Issue Date . . . . . . 3/13/03 Parcel Number . . . . . 169722-0400-80-A Property Address . . . 2102 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . JOANN COLLINS Contractor . . . . . . CUSTOM HOMES BY BRYAN LENDRY Application number 02-30022444 000 031 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . �• •., —_ Building O fi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING, PLA NNINGAND ZONING INSPECTION DEPARTME:VT C'1TY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: 3/ 1 ,2403 Building Contractor: ' -� � 13 Building Permit Number: - 1. --� Address : -Z-I +✓ Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Eievation : reauired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works Planning Building ' (3 .O�j 3• �Zi• :; MAP SHOWING BOUNDARY SURVEY OF PARCEL "B" A PART OF LOT SOA. AS SHOWN ON YAP OF NORTH ATLANTIC BEACH—UNIT NO.3—R—C—B—S CORPORATION, AS RECORDED IN PLAT BOOK 15 PAGE 93 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; FOR A POINT OF REFERENCE, COMMENCE AT THE IIVT MMC71ON OF THE EASTERLY RIGHT—OF—WAY LINE OF SEMINOLE ROAD, (COUNTY ROAD NO. 608 FORMERLY SEMINOLE BEACH ROAD, A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED) WITH THE NORTHERLY RIGHT OF RAY LINE OF 20TH STREET (A 40' RIGHT OF WAY AS NOW ESTABLISHED), SAID POINT OF REFERENCE ALSO BEING THE SOUTHWEST CORNER OF SAID IAT 80A; FROM THE POINT OF REFERENCE THUS DESCRIBED RUN NORTH 89'50'00" EAST ALONG THE SAID NORTHERLY RIGHT—OF—WAY LINE OF 20TH STREET, A DISTANCE OF 253.71 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING THUS DESCRIBED RUN NORTH 00'10'00'WE.ST DEPARTING SAID NORTHERLY RIGHT—OF—WAY UWE, A DISTANCE OF 55.01 FEET TO ITS INTERSECTION WITH THE NORTHERLY LINE OF SAID LOT BOA; THENCE RUN NORTH 89.50'00" EAST, ALONG SAID NORTHERLY LINE OF LOT BOA. A DISTANCE OF 54.89 FEET TO ITS INTERSECTION WITH THE WESTERLY RIGHT—OF—WAY LINE OF BEACH AVENUE (A 25 FOOT RIGHT—OF—WAY AS NOW ESTABLISHED); ALSO BEING THE NORTHEASTERLY CORNER OF SAID LOT 80A; THENCE RUN SOUTH 2'11'11" WEST ALONG THE SAID WESTERLY RIGHT—OF—WAY LINE OF BEACH AVENUE, A DISTANCE OF 55.05 FEET TO ITS INTERSECTION WITH SAID NORTHERLY RIGHT—OF—WAY LINE OF 20TH STREET; THENCE RUN SOUTH 89'50'00" WEST ALONG THE SAID NORTHERLY RIGHT—OF—WAY LINE OF 20TH STREET, A DISTANCE OF 52.63 FEET TO THE POINT OF BEGINNING LANDS THUS DESCRIBED CONTAIN 0.07 ACRES, MORE OR LESS. Jp CERTIFIED TO: DONALD W. ROCHOW / FIRST NATIONAL BANK OF NASSAU COUNTY CUSTOM STEWARTHTITLEOMES GUARANTY COMPANY BRYAN LENDRY. LTD. / BUSCHMAN, AHERN, PERSONS de BANKS"TON � QP �y � 0 4.89' FND. 1/2-I.P.~ /4921 226' r Q O =) o� ZIn 'ARCEL ~s~ a o N GRAPHIC SCALE m 3 V Q -) 20 0 10 20 40 80 � Q :— w � r m < La a 20.0' }0 O- v ( IN FEET ) N 1 inch = 20 ft. �o W J 0 W <o z w FINAL; W.O. 02-202-6; 02-25-03 (FIELD) FID. 1/2' I.P. � FOUNDATION: W.O. 02-202-4; 3-14-02(FIELD) #104B or LOT & HOUSE S—O(GOOO); W.O. 02-202-3; 2-28-02(FIELD) > OTHER(SET BENCHMARK O 14.5); W.O. 02-202-2; 2-21-02(FIELD) INNING W THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN BEARINGS ASSUMED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED Ln 3 THE LANDS SHOWN HEREON ARE IN THE SPECIAL FLOOD HAZARD ZONE 'X"AS SHOWN ON FLOOD INSURANCE RATE MAP DOO1D FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DATED 4-17-89. ALL AMERICAN SURVEYORS OF FLORIDA, INC. "W.SUWEYM - Mo SOUnflaW PARY44Y, SLVE 4 - JilaGIONWI& FLOJW4 32218 - 9041279-Darla Legend THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - SUPERVISION AND DIRECTION, THAT 714ERE ARE NO ENCROACHMENTS CONC CONCRETE PR.M.- PERMANENT REFERENCE EXCEPT AS SHOWN AND THAT THE SURVEY SHOWM HEREON MEETS 1 7-41 THE MINIMUM TECHNICAL STA&%RDS SET"FORTH BY THE FLORIDA t� 1om PMONUTFE P.T. . PONT MONUMENTENDENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TOAU LR " sm ROD P.C. - PGM OF CURVE CHAPTER 472.027 / LWP-,ZR 61G17-8, FlARIDA, STATUES.RD Ate$ CH CHOP.R.C.- PONT OF REVERSE CURVE A -ARC 1ENWH P.,—r—- PONT OF COM11O MJ CURVE SURVEY NOT VALIG UNLESS EMBOSSED BY SEAL OF FLORIDA, ACFUAL ' L JAMES D. HARFMX d[_ No. 2647 AVIC. PUT U.D.E - UNOBSTRUCTED DROUNA" RAMAL EASEMEWF E CENTER UNE L.S./ LAND SURVEYOR NUMBER SCALE 1"-20' I R/W - R00-40E—WAY P1 PONT OF KrOM C M lyi. e- =-91 —t— FENCE EW EDUE OF NEATER (W) .YMnESS TOB TDP OF BCW DATE 2-1 - AND MAP ER �8 i OFFICIAL RECORDS VOLUME I 10076, PAGE 1880 I I N89'50'00"E #10 ,/z I.P. i; #IoaB --FND. 1/2'I.P. 8.86' #1048 A, 2 O3 o m �O OFFICIAL RECORDS VOLUME s 6010, PAGE 166 I o O A O O -n Ln 0,D � O `NORTHERLY LINE OF LOT BOA #38857/ 2- LP. N89WW~E D FND. 1/2'I.P.- 8• 47.14' a' ii .n 01 E W 0 v NO CAP 7 7' ri U �N CONC 33.3'Z 33.3' CONC W coo o AC PAD AC PAD r � C O 3 STORY � F`1 o CA GO FRAME & STUCCO w LLJ LL' PARCEL "A" w RESIDENCE m O o� #2102 �' F W 0- � ¢ O L 33.3' 33.3' ir 3 J 19.8 10.3' \ W JV1 ao s' co t7 b W CONC STEPS Z 52.15' FND 1/2' I.P.201.56_ 5263 R/W LINE FND 1/2' I.P. #3857 S89'50 W N89'50'00"E 256.71' 00 DINT OF BE( PARCEL "B" 20th STREET (40' R/W) CITY OF ATLANTIC BEACH i 800 SEM HOLE ROAD } ATLANTIC BEACH,FLORIDA 32233 A v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025551 Date 3/13/03 Property Address . . . . . . 2102 BEACH AVE Tenant nbr, name . . . . . . INS POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 26000 Owner Contractor - ------------------------ ----------------------- ROCHOW, DONALD CRYSTAL POOLS & SPAS 20 KNIGHT BOXX ROAD ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-5676 ------------------------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc WIRE FOR HOT TUB Sub Contractor HABITAT ELECTRICAL CONTRACTORS Permit Fee . . . 75.00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------------------------------------------------------------------- Special Notes and Comments Must be five feet from lot line Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 . 00 . 00 Grand Total 75. 00 75.00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CON'T'RACTOR OR OWNER -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBIECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. nrTri ruxi i nPriC IAT, 03 _-z CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: C- ! l O S IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CTY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: ER ELECTRICIAN SIGN RE URNEYMAN NAME u -�1_y� la�n �( r3e�ch oeD ADDRESS: RFD BOX BLDG.SIZE BETWEEN: RES.(x APT.( ) COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( ) OLD( 1 REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( I SIGNS ( ► SO, FT, SERVICE. NEW( ) INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FrIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR M.P.RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS .MISCELLANEOUS C, TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED i S - TOTAL FEES rhB-27-03 THU 14 :30 _ CRYSTALe-POOLS 904+272+9400 NOTICe dj AWW9?ICEMSNT gAMCO FORM 4" a, F! M3 Return to;(mloee aolr•►ddroesed stamped envelope Book 10942 Page 1594 Name: CRYSTAL POOLS&SPAS 20-A KNIGHT SOXX RD. Aadrpa; ORANGE PARK,FL 32065 Title tastrument Ptepared bY: PoohEROOM O 0,4!P262557 N.ioa: CRYSTAL POOLS 8t SPAS Pages: 1594 -- 1595 20-A KNIGHT BW RD. Filed 8 Recorded Addrose: ORANGE PARK[ FL 32065 02/27/2003 11:28:30 PA JIM FULLER hopefty Appfthers Pateel Ideotifieat o CLERK CIRCUIT COURT MIN. RETURN BM COMY RECORDING f 4.07 ?HONE TRUST FUND f 1.59 COPY FEE f 2.03 CERTIFY s 1.0) SPACE ADOVE THIS LONE FOR PROCESSING DATA SPACE ABOVR THIS UNH FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of b til VA The undersigned hereby gives notice that lmprovernertts will be made to certain real property,and In accordance with chapter 713 of the Florida Statutes,the following Information is provided in this NOTICE OF COMMENCEMENT. Legal description of property(include Street Address,it available) LAW -S'jCR t P1%a N baro�c tteQ General description of Improvements Owner's Name- b09A LO _JAI• (?oGk'a(A) Address Owner's Interest in Site of the improvement Fee Simple Title holder(if other than owner) Address Phone: Fax: Contractor Address Phone:q0q,III.5 '/ Fax-, 40-4-2'7 2-'TV Surety t;f: 37-06 Phone: Fax Addraw Amount of bond S Landers Name Address: Phone: Fax: Persona within the State of Flortds designated by owner upon whom notices or other documents may be served as pro- vided by Section 713.13(i)(a)7,Florida Statutes. lI Name d Address Phone: Fax: In addition to himself,owner designates Of Phone: Fax: Jo ire' e a copy of the Lienor's Notice as provided in Section 713.13(t)(b),Florida Statutes. ;9 Expion date of Notice of Commencement(the expiration date is 1 year fro a date of recording unl s a different date is specified) a 4141,A 47Z c NgsWoto of Omer Primed Neme of Ower ra NOTARY RUle6R srnter SFAs. I have[elect upywp i IQ denti�Itoo o�a 11(riapt ►IMft ftd D.King Y DCI► W r t.tn iiL7- Iy =/ tit * �' �1fii7ts s to sed U baeeribed Eno Ate. `� _day or t-4,�� 1► R,/ �MwNM>m,5000 '" . K N FEB-27-03_ THU 14 :31 CRYSTALFPOOLS 904+272+9400 P. 03 Book 10942 Pago :1595 PAPCE! 'A A PARI CF GCVCftN�6WEN7' ':)7- 1, r-RAC70NAL SEC17ON 9, 2 SOUTN, RANGE 29 EAS:, OUVAL 'XON"', rZ:R'DA. BEING MOPE PAR77CULARLY OESCR16E0 AS FO(.LOWS: FCR A P9NT OF REFERENCE COMMENCE AT PHE 1747£754"C77CN OF 7HE cAST UNE DF SEVINOLE ROAD. COUNT- RCAD ,vC. 608. FCRUERLY SEVAIGL: 9EACN RCAD !A 700 ''CUT RIG'"-Ci'-WA" AS .WOW ZSIW..:SHED) WN rrlE NORI'm R;Gh'CF WAY UNE OF 20774 STREET' (A 40 f'007' RICHT-Cr-HAY AS NOW =STASL'SHED); SAID POINT OF REFu?ENCC, ALSO B£-NG THE 50U77IWEST CGRNCR OF LOT 60—A, NORTH, A77LANT1C BEACq, P—C---S CORPORA PON AS RECORDED IN PLA' .ROCK 75, DACE' 9.3 OF THE CURRENT PUSUf RECORDS OF SAID DUVAL COUN"-- THENCE NORTH 8950'OO" EAST ALONG THE NCRTHERLY RIGHT-Or-WAY UNE OF 774E A,FORESMD 29774 577RE::, A DISTANCE OF 201,56 FEET TO THE PAINT OF araNNINC; 7NENCE' NOR7N 0470'00" il£ST, A 17IS-,ANCE- QF 100.24 FEET,• 7HE"NCE NORTH 89-50-00- EAST, A DISTANCE OF 8,86 �F.E% THENCE 5OU7M 0470'00" EAST, A DISTANCE OF 4,1 11 F££7; THENCE 89'50'00' CAST, A MSTANC£ OF 12.00 Fc;;T,• THENCE SOMH 0470'00" SAS T, A DISTANCE: OF 55 li rcET TO A POINT OF WTeS ECTION W rri 774E NORTHERLY RIGHT—OF—WA( LINE 0F' 20TH SW5T,- iNfNCE SOUTH 89'50'00o Kra' ALONG SAID RIGH 7-OF—WAY LINE, A DISTANCE OF ,T0.86 frET no H'E POINT OF BEGINNING. PARCa 'a" A PART CF LGT 80A, NORTH ATLANTIC REAGIN. UAfir 740. J. ?-C-6-S CORFORA770N, AS RECORDED IN PLAT BOOK 11 PACZ 9,3, OF ^TIE CURRENT PU8LIC RECORDS OF QU'rAL COUNre, FLORIDA. MORE PAR7CUCARLY OCSCRIPED AS f0(I.OWS FC"? A POINT OF DEG,`NN/NC CONUMCC AT 71-I£ NCRrHE'AST CGRNE'R OF SAtD 0T 8OA; 71LENt:E SOUTH 027 11' WEST ALONG THE' wE'Sr 'TIGHT OF—WAY -"Ne CF' TEACH AVENUE (jORME'RLY GARAGE APPRO^CY R0,ADWA:;', A 25 FCO''' RICNi-OF-WRY AS NOW CSrABLISH0, A DISTANCE QF 55.05 F:C7 TO -INE 50UTHEAST C:7RNEf? OF SATO !?T BOA; THENCE SOUTH 89 5C'00 WEST, ALONG 7-H£ NOR7N R'GH7=0F-WAY LINE OF 7WE,'Y77 H (20TN) 5771F;:7, A 10 FOOT RICH-1-'OF WAY AS NOW ESTA8L,S;qED. A DISTANCE OF 83.92 FEET- ihENCE NORTH 04700o' WES;� A 01ST4NCS OF 55.14 FlEeZ; THENCr NOR 774 89'50'00" EAST, AL UNC 774E .VOR 174 CIN£ OF SAID LOT BOA. A DISTANCE OF 90,O3 F,rrF r0 wE PCIN r OF aEGINNING. SAID PRCPERY 9SING 7)4E SAME LANDS AS DESCR/9F_D IN CF-%C.AL RECORDS VOLUME 606.1 PAGE 1.229 OF THE CURR&VT A!j,eL/C RE'CCROS OF DUVAL COUNTY, FLORIDA. - - �ca-cr^nom t7u 1a :30 CRYSTALFPOOL - — --- - 4eRVVTOIL POOLV R VPIIV 20-A Knight Boxx Road orange Park, FL 32065 F Fax (904) 272-9400 A x Phone (904) 272-5676 DAVE FAX # 1 _��t') 4sy5 PAGES FROM, �e,-.y 01 (boil ✓oc tto j )"WWAYNE Automatic Fire Sprinklers, Inc. I HYDRAULIC CALCULATIONS Austin R.Ace,P.E.,Inc. 5908 Orchard Pond Drive Orange Park,Florida 32073 CAN 8341 Wayne Automatic Fire Sprinkler 11326 Distribution Ave West Jacksonville Fl. 32256 904-268-3030 Job Name COLLINS DUPLEX Building TOWNHOUSE Location 2104 BEACH AVE ATLANTIC BEACH. FLORIDA 32233 System REMOTE AREA2 Contract 02250 Data File 02250-2 .WXF Jacksonville F r ` y APk Q NO EXC_.,'i EXCEPTi, ,d' A- S HE ET ..SHEET Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 COLLINS DUPLEX Date HYDRAULIC DESIGN INFORMATION SHEET Name - COLLINS DUPLEX Date - 4-12-02 Location - 2104 BEACH AVE ATLANTIC BEACH, FLORIDA 32233 Building - TOWNHOUSE System No. - REMOTE AREA2 Contractor - WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Contract No. - 02250 Calculated By - DEBORAH GILLESPIE Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 9.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make CEN Model ROC I Elevation at Highest Outlet - 28 Ft Size 7/16 K-Factor 4.2 G Note: Temperature Rating 160 N Calculation Gpm Required 26.25 Psi Required 41.693 AT SOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-8-02 Rated Cap. Cap. T Time of Test - 10:00 AM @ Psi Elev. E Static (Psi) - 49 Elev. -3 R Residual (Psi) - 40 Other Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - -3 P Location: HYDRANT AT SITE ON CORNER OF BEACH AVENUE AND 20TH STREET P L Source of Information: CITY OF ATLANTIC BEACH UTILITIES Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 3 COLLINS DUPLEX Date City Water Supply: Pump Data: C1-Static Pressure: 49 PSI C2-Residual Pressure: 40 PSI C2-Residual Flow: 1000 GPM 150 Dl-Elevation: 13 .426 PSI 140 D2-System Flow:26.31 GPM D2-System Pressure: 41.687 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :0 GPM P 120 Safety Margin: 7.303 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 1 50 2 C2 40 30 20 1 10 100 200 300 400 500 600 700 800 900 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 COLLINS DUPLEX Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve R CPVC ST TEE S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP. Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 5 COLLINS DUPLEX Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 O 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 R 1.4 1.7 2.3 2.7 4.0 4.9 6.1 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 x 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N O P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 x Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 COLLINS DUPLEX Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. S1 28 4.2 10.03 na 13.3 .1 10 9.6 S2 28 4.2 9.6 na 13.01 .1 10 9.6 1 28.5 10.14 na 1 28.5 10.14 na 2 28.5 9.8 na A 28.5 10.18 na B 28.5 11.16 na C 28.5 11.88 na E 18 18.12 na F 18 19.21 na G 18 20.22 na H 18 19.23 na H 18 19.23 na G 18 20.22 na I 18 21.75 na S3 8 27.95 na 3 8.5 27.73 na J 8.5 27.56 na K 8.5 27.73 na TOR 1 31.34 na BOR -3 33.55 na UG1 -3 34.29 na UG2 -3 34.69 na SOR -3 41.69 na The maximum velocity is 8.87 and it occurs in the pipe between nodes C and E Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 COLLINS DUPLEX Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn S1 13 .30 0.874 1V 3 .000 0.400 10. 026 K Factor = 4.2 to 150 3 .000 -0.217 1 13 .30 0.0985 3 .400 0.335 Vel = 7.112 13.30 10.144 K Factor = 4.18 S2 13 .01 0.874 1U 4.000 0.400 9. 600 K Factor = 4.2 to 150 4.000 -0.217 2 13 .01 0.0945 4.400 0.416 Vel = 6.957 13 .01 9.799 K Factor = 4.16 1 4.02 1.101 9.708 10.145 to 150 A 4.02 0.0035 9.708 0.034 Vel = 1.355 4.02 10.179 K Factor = 1.26 1 9.28 1.101 4U 5.000 36.791 10.145 to 150 1V 5.000 25 .000 B 9.28 0.0164 61.791 1.016 Vel = 3 .127 9.28 11.161 K Factor = 2.78 2 13 .01 1.101 1V 5.000 7 .333 9.800 to 150 5.000 A 13 .01 0.0307 12 .333 0.379 Vel = 4.384 A 4.02 1.101 1V 5.000 23 .624 10.179 to 150 lU 5.000 10.000 C 17.03 0.0505 33 .624 1.699 Vel = 5.739 17.03 11.878 K Factor = 4.94 B 9.28 1.101 2V 5.000 23 .664 11.160 to 150 2U 5.000 20.000 C 9.28 0.0164 43 .664 0.718 Vel = 3 .127 C 17.03 1.101 1V 5.000 10.000 11.878 to 150 5 .000 4.548 E 26.31 0.1130 15.000 1.695 Vel = 8.866 E -13 .26 1.101 1U 5.000 25 .290 18.121 to 150 1V 5.000 10.000 F 13 .05 0.0309 35.290 1.090 Vel = 4.398 F -1.81 1.101 1U 5.000 28.082 19.211 to 150 2V 5.000 15 .000 G 11.24 0.0234 43 .082 1.009 Vel = 3 .788 G -26.31 1.101 1V 5.000 14.457 20.221 to 150 1U 5.000 10.000 H -15.07 -0. 0403 24 .457 -0.986 Vel = -5.078 H 1.81 1.101 1U 5.000 24.998 19.235 to 150 1V 5.000 10.000 E -13 .26 -0. 0318 34 .998 -1.113 Vel = -4.468 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 COLLINS DUPLEX Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn -13 .26 18.122 K Factor = -3 .11 H -1.81 1.101 1V 5.000 25.206 19.235 to 150 5.000 F -1.81 -0.0008 30.206 -0.024 Vel = -0.610 -1.81 19.211 K Factor = -0.41 G 26.31 1.101 1U 5.000 8.500 20.221 to 150 5.000 I 26.31 0.1130 13 .500 1.526 Vel = 8.866 I 1.101 1U 5.000 10.000 21.746 to 150 5.000 4.114 J 26.31 0.1130 15.000 1.695 Vel = 8. 866 26.31 27.555 K Factor = 5.01 S3 0 0.874 1U 4.000 0.400 27.952 0 to 150 4.000 -0.217 0 3 0 0 4.400 0 0 Vel = 0 3 0 1.101 1U 5.000 16.541 27.735 0 to 150 5.000 0 K 0 0 21.541 0 0 Vel = 0 27.735 K Factor = J 26.31 1.598 1V 8.000 1.708 27.556 to 150 8.000 K 26.31 0.0184 9.708 0.179 Vel = 4.209 K 1.598 1U 7.000 12 .499 27.735 to 150 7.000 3 .248 TOR 26.31 0.0184 19.499 0.359 Vel = 4.209 TOR 1.598 1Z 5.828 7.000 31.342 to 150 1G 18 .940 1.732 BOR 26.31 0.0184 15 13 .113 25.940 0.478 Vel = 4.209 BOR 1.598 4U 7.000 4.000 33 .553 to 150 1V 8.000 36.000 UG1 26.31 0.0184 40.000 0.737 Vel = 4.209 UG1 1.598 1U 7.000 6.666 34.289 to 150 1V 8.000 15.000 UG2 26.31 0.0184 21.666 0.399 Vel = 4.209 UG2 1.394 2G 21.874 34.688 to 150 1V 6.000 6.000 6.000 Fixed loss = 6 SOR 26.31 0.0358 27 .874 0.998 Vel = 5.531 26.31 41.686 K Factor = 4.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 03/01/02 11:18 00 904 4485455 0 001/001 r i, rXq mkiL%■ S E Xa%r X C3 THOMAS A.SELVIG ° V BOARD CERTIFIED TREE DIAGNOSIS/PRESERVATION ARBORIST 3080 Cortez Road, Jacksonville, Florida 32246 - (904) 646-0912 February 28, 2002 hel'-'� � C � Lendry Homes 2202 Sawgrass Village Parkway T�� Ponte Vedra Beach, FL 32082 Fax(904) 285-8660 ATTN: Jim RE: Collins 2102 & 2104 Beach Avenue Atlantic Beach, FL Per your request, I examined the small Coastal Live Oak on the Southwest corner of this lot. The tree has indeed succumbed to ambrosia beetles, and should be removed as soon as possible. I remain at your service, 'J" "A u Thomas A. Selvig, C.A. Invoice Fee for Service: $ 150.00 Previous Balance: $ 600.00 Net Due On Receipt: $ 750.00 MAP SHOWING BOUNDARY SURVEY OF PARCEL "A" A PART OF GOVERNMENT LOT I, FRACTIONAL SECTION 9, TOWNSHIP 2 SOUTH. RANGE 29 EAST, DUVAL COUNTY, FLORIDA TOGETHER WITH A PART OF LOT BOA. AS SHOWN ON MAP OF NORTH ATLANTIC BEACH-UNIT NO. 3-R-C-B-S CORPORATION. AS RECORDED IN PLAT BOOK 15 PAGE 93 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY. FLORIDA FOR A POINT OF REFERENCE. COMMENCE AT THE INTERSECTION OF THE FATTY RIGHT-OF-WAY LITE OF SEMINOLE ROAD. (COUNTY ROAD NUMBER 608. FORMERLY SEMINOLE BEACH ROAD, A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED) WITH THE NORTHERLY RIGHT-OF-WAY LINE OF 20TH STREET, ( A 40 FOOT RIGHT -OF-WAY AS NOW ESTABLISHED) SAID POINT OF REFERENCE ALSO BEING THE SOUTHWEST CORNER OF SAID LOT 80A; FROM THE POINT OF REFERENCE THUS DESCRIBED RUN NORTH 89'50'00" EAST, ALONG THE SAID NORTHERLY RIGHT -OF-WAY LINE OF 20TH STREET, A DISTANCE OF 201.56 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING THUS DESCRIBED RUN NORTH 4'10'00" WEST, DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 100.24 FEET, THENCE NORTH 89'50'00" EAST, A DISTANCE OF 8.86 FEET; THENCE RUN SOUTH 4'10'00" EAST, DISTANCE OF 45.11 FEET TO ITS IN7 RSECTION WITH THE NORTHERLY LINE OF SAID LOT 80A; THENCE RUN NORTH 8V50'00" EAST ALONG SAID NORTHERLY LINE , A DISTANCE OF 47.14 FEET; THENCE RUN SOUTH 00'10'00" EAST, A DISTANCE OF 55.01 FEET TO A POINT IN THE SAID NORTHERLY RIGHT-OF-WAY LINE OF 20TH STREET; THENCE RUN SOUTH 89'50'00" WEST ALONG THE SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 52.15 FEET TO THE POINT OF BEGINNING, LAND THUS DESCRIBED CONTAINS 0.08 ACRES, MORE OR LESS. J�0 CERTIFIED TO: JOANN COLLINS / FIRST NATIONAL BANK OF NASSAU COUNTY I �O�X06 F� I CUSTOM HOMES BY BRYAN LENDRY, LTD. / BUSCHMAN, AHERN, PERSONS do BANKSTON I I AGO GF, God`' I STEWART TITLE GUARANTY COMPANY QP ' oP I �o 54.89'FND. 1/2" i.P. -- #4921 22.6' } Q LLI 3 I o 03 I u Z wit x_ PARCEL "s" Q o N GRAPHIC SCALE o= � 3 V Q _j 20 0 10 20 40 80 W LW I C13 Qa I 20.0' J oa o N < ( IN FEET ) i o 1 inch = 20 ft. W J H to W W ao z W J FINAL; W.O. 02-202-6; 02-25-03 (FIELD) FND. 1/2'LP. � FOUNDATION; W.O. 02-202-4; 3-14-02(FIELD) X048 HOUSE ; >_ OTHER(SETBENCHMARK O 14.5} W.O. 02-2D2-2;2-28-M(FIELD) Cr THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN BEARINGS ASSUMED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LANDS SHOWN HEREON ARE IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP ODO1D FOR THE CRY OF ATLANTIC BEACH, FLORIDA. DATED 4-17-89. ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAAO MAWK IRS - 6820 SMffWOW AWMY. SUTE 4 - J4C!5WML& FLaW4 32216 - 904/179-WW Legend THE ABOVE LANDS WERE SIERVEYED UNDER MY RESPONSIBLE - SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 1 71 _4 colic CONCRETE PRY - PERMANENT REFFR�lCE EXCEPT AS SHOWN AND THATUR THE SURVEY SHOWN HEREON MEETS COTE PERMAMONUEHT THE MINIMUM TECHNICAL STAN'>,AMS SE'FORTH BY THE FLORIDA LP. - RON PPE P TPONT. POF TANGENCY BOARD OF PROFESSIONAL. SURVEYORS AND MAPPERS PURSUANT TO ALL I.R. - RON ROD P.C. - PONT OF CURVE CHAPTER 472.027 / CHAPTER 81G17--6. FLORIK STATUES. AMERICAN GI - CHDRD P.R.C.- PONT OF REVERSE CARNE - SURVEY= A ARC LENOTH P=- PONT OF COMPOUND CURVE SURVEY NOT VALID UNI ESS EMBOSSED BY SEAL OF FLMIMDA, R )_ RADIUS B R R. - BaoNc RESTRICTIONACTUAL 44MES D. HARRSM JR. Na. 2647 IMG ISI_r PLAT U.D.E - UMOBSTRUCim DRAINAGE RADIAL EASEMENT CENTER LINE LS./ - LAND SURVEYOR NMISER SCALE 1'-2G' r R/M RIOW-OF-IMAM P.L PONT OF NTERSELRgN 1--9 -_- FENCE EW EDGE OF MATER - CW) YRINESS TOB TOP OF BANK DATE- 2-19-0 R _ / AND P 8 Fa "'� DR BY SCC DOE C:\Dwg TILE 02-202 CIRDER No 02-202-64 i OFFICIAL RECORDS VOLUME I 10076, PAGE 1880 I I N89'50'00"E 048/2' I.P. FND. 1/2- I.P. Ly--h »s #loan 8.86 Vf � O � S A,Z rn p OFFICIAL RECORDS VOLUME c? 6010, PAGE 166 O o p .p ^ O o> N89'50 00 E FND ,/r O NORTHERLY LINE OF LOT BOA (3857 .0 FND. 1/2' I.P.- 4 11. NO CAP �; 7 7• 47.14! 8• Wrrl uoi CONC 33.3' 33.3' CONC U Z < AC PAD AC PAD CO o C W J r W -► 3 STORY U.w rn p w FRAME & STUCCO C c W w o PARCEL "A" U' RESIDENCE w O W- .ji `'= #2104 - t+- D Z 0J (nL 00 O co Uv O •• Y 5 19.8' los 33.3' i 33.3' J O Y WJ a 00 5• W CONC STEPS ? N856' 52.15' lw ias°Si/2 I'P' 52.63' WFND/3857/2' I.P. S8950'00"W POINT OF BEGINNING PARCEL "A" 20th STREET (40' RAW) 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 J319 Application Number . . . . . 03-00025765 Date 4/04/03 Property Address . . . . . . 2102 BEACH AVE Tenant nbr, name . . . . . . 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ROCHOW, DON AFFORDABLE WATER 3760 KORI ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-0197 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . 1 FIXTURE Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4 ti ~ BUILDING OFFICIAL CITY OF ATLANTIC BE.E1,4� jkPPLICATION FOR PLUNIBLm.: JOB LOCATION: A l c qc / M/C-7 . _ OWNER. OF PROPERTY: TEL PLUMBING CONTRACTOR: 1t'l Aj1..)61e- CONTRACTOR°S ADDRESS: "T STATE LICENSE NUIVWER.: _ 3 c►. / ` HOW Nv Y OF 'FHF FOLLOWING MTLRES RE-PIPED OR NEW -- SINKS SHOWERS ^_ LAVATORY -.------WATER HEATERS _-- BATH TUBS DISHW'AS14ER.S URINALS DISPOSALS CLOSETS WASHING k ACTIE1 '_ — FLOOR,DRAINS SHOWER.P:LVS SEWER RATER ,RE-PIP.E (.LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: � X $3.50 +$15.00- IM NIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR.: INSTALLATION OF PLUMBLNG AND FIXTUR-ES .mY s,r BE fig' ACCORDANCE'. THE MOST RECENT EDITION OF THE SOUTI-IEI:N ST I,,D D PLI.,IBll\;G CoD�,. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS', --(904) -247-5826, ?f J4, \ � \ I , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025766 Date 4/04/03 Property Address . . . . . . 2104 BEACH AVE Tenant nbr, name . . . . . . 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ COLLINS, ED AFFORDABLE WATER 3760 KORI ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 280-5600 (904) 262-0197 ----------------- ----------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL O .. t. CITY OF ATLANTIC BEACH'' .A.PPLIr_,A'1 ION FOR PLUi�xB�.�C k� r �JtT JOB LOCATION: I t) 1-� 6 A OWNER OF PROPERTY: E7) t L PLu:vMENG CONTRACTOR: �01i2")L f-- - 03/x . . CONTRACTOR'S ADDRESS: �'� Kt,pu Y�)C_,6 STATE LICENSE NUMBER: _ _ (��-' _ _---TET.. HOW MANY OF THE FOLLOWENG FL` T-TRES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASIIER S URINALS DISPOSALS CLOSETS WASHENG ;%1ACiIINL -- - -- FLOOR.DRALgS r1UWEI� P.L`vS SEWER ' �" ��TER m RE-PIPE (LIST' FIX'TU-RE.S BE: u; OTITER t TOTAL FIXTURES: X $3.50 +5215.00= NaMMUM PERNOT FEE: S25.00 SXGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 1'NSTALLATION OF PLU%,fBL'\'G AND FIXTURES MUST BE TN ACCO,RDA.N ? THE MOST RECENT EDI77GN OF THE SOUT1 ERN ST M'D.-N-RD PLTUMBllN,G C()L,E.. CALL A DAY AHEAD TO SCHEDULE INSPEC'T70\TS -(904) 24 71-S826, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE O F OCCUPANCY P E R M A N E N T Issue Date . . . . . . 4/10/03 Parcel Number . . . . . 169723-0000- - Property Address . . . 2104 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . JOANN COLLINS Contractor . . . . . . CUSTOM HOMES BY BRYAN LENDRY Application number 02-30022445 000 036 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATL 41VTIC BEA CH, FLOR_IDA CERTIFIC4 TE OF OCCUP.41VCY WORK SHEET / Date Requested: Z21 --3 ) Building Contractor: --C�C� HOY-" S Building Permit Number: Address : /Zj o 'j (,)) ..,fit Ck) P) VT ., Lem=1 gescri poor.: Improvements to the above described prcnerty have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: _ required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Eire ------- Public _Public 'corks I/R,L Planni r,g /1/—o 3 D q le- Building 1 �(� •U� l�/ -��-�3 � ?T"r�%j!f�j CITY OF ATLANTIC BEACH �• ss 800 SEMINOLE ROAD jnw ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025551 Date 2/26/03 Property Address . . . . . . 2102 BEACH AVE Tenant nbr, name . . . . INS POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 26000 Owner Contractor ------------------------ ------------------------ ROCHOW, DONALD CRYSTAL POOLS & SPAS 20 KNIGHT BOXX ROAD ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-5676 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 160 . 00 Plan Check Fee 80 . 00 Issue Date . . . . Valuation . . . . 26000 ---------------------------------------------------------------------------- Special Notes and Comments - Must be five feet from lot line Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 160 . 00 160 . 00 . 00 . 00 Plan Check Total 80 . 00 80 . 00 . 00 . 00 Grand Total 240 . 00 240 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUIL ICI L CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX: (904)247-5805 .. SUNCOM: 852-5800 ~" http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 03 2-6S( l Applicant: Address: Projec c± o;/YY ur application is approved Your permit application has been reviewed and the following items need attention: .... Please re-submit your application when these items have been completed. Reviewed by-4— Signed yLSigned Date Contractor Notified Date Feb 18 03 03:28p Information SBstems 247-5845 P. 1 CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: Job Address: 71 _71_/ _1-4- Owner's Name: Address; 6-0/ Phone: Legal Description, Block Number: Lot Number Zoning District: Ll Fence Contmctor: �exlj, /50, Address: ✓ 4� City: Zip:3)-*,�-14 Phon Fax: Type;of fence and materials to be used:_f2i L't Valuation of fence:�r Is approval of Romcowner's A.ssociation cwOhcr private entity required? If yes,please submit with this application. [3 Interior 14t GICorner Lot 7ODumpacr or storage tank enclosure Tr96 Protection: 64NO. Applicant certilics that no trecs,will be removed for the installation of this fence. EIYES. Removal of Protected'I'rees will N,required for this fence. TRC-ERE-MOVALPI-.RMITISREQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPIKATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permist%ion from the Utility and/or Public Works Departments. Fences shall not restrict any private casement) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all i".tion provided with this application is correct. Sigrujiurcof0wia- eV4- 1 2-1 Signatury o(Contract Date, Address and ewont, int, von of person to receive all correspondence regarding this application(please print): Name: 0,Aj �J Mailing Address: V*-(, C17— Phone: 30 —M I Fax: E-Mail: 000 Seminole Road •Atlantic Reach,Florida 32233-5445 7"_ FI ("4)247-5800 - Fax- (904)ZA7-5845 http;//www.ci•atlt+ntic-beach.il.us ragel Kcvimmd 111003 Z .............. Feb 18 03 O3:28p Information Systems 247-5845 p. 2 OWNER'S AUTHORIZATION FOR AGENT is hereby authonred to act on behalf of w 5 the owners) of those lands downbed within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, ,Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appcal � Use-by-Exception Fcnee or Pool Permit ❑ Rezoning [❑ Sign Permit ❑ Plat or R.eplat ❑ Qt BY: _ _ Signa �of ne Print NTIAA r ire f Owner LAA. _ Print Name 3o7, 5/ 3 Telephone Number State of Florida 1 , County of Duval Signed and sworn before me on this 5Z0 day of,2402. 13y 2l A L2b W. ZoC N JW . Ideutification vefified:_R)L.� K --),flC7 -4-6- 1/ Oath sworn: _ Yes No ti�R',•", MAUREEN IONG Notar4 signature -- -- :.: _ MY COMMISSION I DD 095080 EXPIRES:March;,tk BwWed Rn NoWy PuW 3 ,t,6 Y Conacnissioa expires: CUSTOM HOMES BY LTD. TELEFAX COVER SHEET to: from: Don Ford Jeff Tabb company: date/Time: Atlantic Beach Building April 22, 2002 Department fax number: total no.of pages including cover: 247-5877 1 Phone number: Reference: (904)247-5826 documentl Subject: Copies: Permits 422444/22445 ❑URGENT ❑ FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY NOTES/COMMENTS: Don- Attached are revisions to the shear walls for building permits#22444 and#22445 at 201h and Beach Ave. I have given you revised construction drawings and engineering for your records. If you have any questions,please contact me at 237-2711 The information contained in this facsimile message may be confidential information intended only for the use of the above named individual or entity.If the reader of this is not the intended recipient you are hereby notified that any dissemination,distribution or copy of this communication is strictly prohibited.If you have received communication in error,please notify us immediately by phone and return original message to the below address via the US Postal Service.Thank you. 3202 Sawgrass Village Circle ♦ Porte Vedra Beach ♦ Florida 32082 Phone(904)285 8986 ♦ Fax(904)285 8660 E-Mail:BLendry@lendry-homes.com ♦ Website: www.lendry-homes.com First Coast Development Group,Inc. sole general partner TRS TRI COUNTY ELECTRICAL CONTRACTORS, INC, cps 8ECTRI 12025 BEACH BLVD, ELJACKSONVILLE, FL 32246 (904) 646-3141 FAX (904) 646-1538 ER#00151%:. February 18 , 2003 DATE: _ . . _ j FEB 9 1900,q Atlantic Beach City Hall 800 Seminole Road Y. Atlantic Beach , Florida 32233 To Whom It May Concern: • The purpose of this letter is to request Early Power for the following address: v This letter certifies that the structure is electrically ready and safe for Early Power. We accept all responsibility for Early Power at this address . Sincerely pPPR0licE BENCH CmgVlf.�iNGNOFfjcv- Kevin Weir President STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this f8 day of� i ��a3 by KEVIN WEIR of TRI COUNTY ELECTRICAL CONTRACTORS , INC. , who is personally known to me. LA NOTARY PUBLIC My Commission Expires Qj QFn „ #CC 986215 Aulif j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .t ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025567 Date 2/26/03 Property Address 2102 BEACH AVE Tenant nbr, name . . . . . . STUCCO, CEDAR SHAKE, FENC Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ------------------------ ------------------------ LENDRY HOMES 4745 SUTTON PARK CT. B500, #501 JACKSONVILLE FL 32224 (904) 545-8975 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments limited to four feet in height Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN T IN THE PROPERT WNE PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS ARE PAR F THI T, D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OFATLANTIC BEACH t 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ` # TELEPHONE:(904)247-5800 FAX: (904)247-5805 SUNCOM: 852-5800 � .; http://ci.atlantic-beach.fl.us PLAN REVIEW OMMENTS Permit Application Applicant: S-` P'K P0 is �— S q S Address: 0 C. Project: 0/Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by �— �' Signed Date Contractor Notified Date Feb 14 33 11 , 0Ga Information Systems e47-584 CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: c9, Job Address: Q2� a I a o Owner of Property: a�'D W . RCDCN'Ow Telephone: Pool Contractor: ag,,j snjar PQ=u -E SPAS Contractor's Address: �Zo A K"wr bo X-x Telephone: Qat(- Z?2, - 5-LI Fay: vhf-27 Z -ter tE Oct state License Number: Valuation of proposed construction: S c�/,,a O 0 Gallons: / l 0 0 SITE PI1AN front { rear sigmAture of Owner: Signature of Contractor: _ 800 Seminole Road• Atlantic Beach, Florida 32233-5445 Pho►xe: (904)247-5800. Fax: (944)247-5845 • http://www,ci.atiantic-beach.fl.u.s Revised 1114/03 CITY OFATLANTIC BEACH )y 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 4� TELEPHONE: 904 247-5800 FAX: (904)247-5805 S SUNCOM:852-5800 O� ( � http://ci.atlantic-beach.fl.us IV PLAN REVIEW COMMENTS Permit Application # 03- -� Ss 1 Applicant: SfiUIJ\ S d' Q S Address: 2 OZQy 91 Project: b o Your application is approved our permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by K11 Signed Date � � Contractor Notified Date 0 Z' f 3 Feb 14 03 11 : 06a Information Systems 247-5845 p . 4 OWNER'S AUTHORIZATION FOR AGENT 1 ' I j s%�L Pb0( 3 o'ts — `S is here by authorized to act I on behalf of (�oIN AI,p (,J . R _ttb' the owner(s) of those lands described i - ar- within the attached application, and as described in the attached deed or other such proof of i ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an I application related to a Development Permit or other action pursuant to a: [l Zoning Variance ❑ Appcal Use-by-Exception Pence or Pool Permit 1 17 Rezoning ❑ Sign Permit Plat or Replat Other f � BY. Sie o Owner P Name fignaturc of pwner r - Print Name Telephone Number State of Florida County of Duval I I Signed and sworn before me on this /414) ;$day of,2 By Darr ir't,� W rC,� � WZ' I Identification verificd: _PeyLSpA A'"rJ kfa6k!/ ) I Oath sworn: Yes v/ -No I 40CwW D.King Notary Signature � * A4v 00"8610n CCO18712 ta"00 EXpIrssAM22.2004 My Commission expires: zzp i I w HOT TL I-ybPools Lencth. 7 p De th_ ' Spas f l02 - � ta4 ('JeAc_(,i Av r-- P- REAM i -1. .. . ............ i r'xG' XTFRL1IgE r, TfLE h F jr1 i-•--r--r 11 _ _ � �'- -r -•- - (==i��= lam - �� -- `� ' =2=r. 3 REBAR !2 O. C. BOTH WAYS....C:ONT THROUGHO.0 T _ VVALLS AND FLOOR � \\ PM-5 W1 i i ' E- PTH 7. OR GREATER - '^` RFB.,�AR-- .TO_FIC: PACED @ G" O.C, l �3EGItrt11 '�G �:1 . �+ - f' N �;Ir E>,T ry __ DE T D C Di NG -_,�DOti�L�-_f�J .D__LD'-0-''y'._o0VES. .A[_5.0 E T E!�—QILLG �' �,�Q\�. . At,1D BELOW FLO0P, - �� 31 C R [ _ ►._001 -.. �1t i D Approved Swimming Pool, Spa and Wading Pool Dual Main Drain Atmospheric Vent Arrangement Compliant with 424.2.6.6 of the Florida Building Code for Residential Swimming Pools, Spas and Wading Pools No Scale I 3'-0" Minimum Note:Sps exception under `'r NOTES Installation Protocal V-6" Minimum Test Protocol and Results (Typ.) • Tested In compliance with Floi ® suction entrapment atmospherl Window Screen • The actual suction entrapment (Typ. 2 Places) atmospheric vent testing was y direction d on Stainless Steel Clamp on8 December, 2001eandi i 17 . (Typ. 2 Places) The Maximum Vacuum attalnec Maximum distance to ASME/ANSI A112.19.8M1987 listed Grates with one sump plugged and a Atmospheric Vent Tee or Antl-Vortex Plates with matching Main Drain t Connection 1'-0" Sumps (Typ. 2 Places) on the other sump never exce mercury. The entraped body r In less than three (3) seconds. Installation Protocol i Suction Piping • All suction piping and fittings maximum underwater • All atmospheric vent piping an length 50 feet 1 1/2" Atmospheric Vent Piping • Maximum suction pipe water v 6 feet per second water veloi T— 6 feet per second water velo4 1 1/2" PVC Too • Spa grates may be located on planes; Le., one on the bottom side wall; or two separate ver • If there are multiple pumps re Maximum Underwater length for the second system. E of atmospheric vent piping 30 feet i o E 1 1/2" PVC Pipe —Vent to Atmosphere In a manner that the vent Ground levet, Pool will not be blocked by Infestation, debris build-up, or microbiological Deck or maximum 144 contamination. Pool Water level, Pump rL) Label vent: "POOL SAFETY DEVICE - DO NOT HANDLE" whichever is greater • la.f See Atmospheric Vent Detail • 'ORSfl 0 The 1 1,'2" atmospheric vent tee shall be located not less than I fft Rowle International Inc 8 Inches, measured from the bottom of the straight leg of the 1 1/2" tee, above the ground level, pool deck, or maximum pool AOUAne Can.We"a water level, whichever provides the greatest elevation. gets rw..v..•,"o,,•erw Atmospheric Vent DetailA 07 No Scale u 1 C°C°C■C■C°C■C■C■C■CisiC�iC:C�CiI e�C�C�C�i�C�C�C�C�C�C�CAlm®�C�I � ' ! 1■C■C°C■C°C■C■C■C■C■t°A!t°0■C° � ■■■■■■■■■■■■■■■■°■■s°■°■■■■■■■ ® - _ - - �C�pCpCpCpC�CpCpC�CpCi��C�C@®C t■C■C■1°O°t°C°C°C■C■o■u■m®$■C! ■■■■■■■■■■■■■■■■■■■■■■P■■■■■°� � ■■■®■■■■■■■■■■■■■■■■■i9i■m! ■ ■ $ ■ ■ ■ ■ ■ e ■ sa ® e� a . mi w 44 !■;■;■;■;■;■■■;■;■;■;■;rk ME ■ ■ ■■■ ■ ■s■■��■■off■�■� � .�■■ n• ani►■die■■■i■■viii■�CiCi�i�i�i�J■►� ■ !�5� �% o■■■■■■■■ M �� p,l,■■■■■■■■■■■� ,,,i ■°■■■°■MMr �■■■■■°■°�!■` /i/i� ■■■■u,■\1■■■a°� - �r�'f!■■°■■■°MMM■mmmommumti�'► tm►' �! � - • II MA M MM MOM mm .._._■_._._._y`,.�. • III •I • II • -, "I HAKUWUUU Ix4' HIGH STUCCO WALL -B 2" HARDWOOD 4' HIGH HARDI-SHAKE WAL 1 x XlS77NG WOOD FENCE 4' HIGH CEDAR SHAKE WAZ 2" 0K ' 4" AK x_ x x x _ _ IROPERTY STAKE PROPERTY STAKE 1111111-killi III O I 6" OAK ITHE BASE OF THE EXISTING TREE ' WITH CONTINUOUS HANDL TO CODE 1 1 SELF LATCHING I GATE AND FENCE TO BUILDING CODE. 4" OAK '�20' TREE ORE 1 0 4'116', 6' ` Ill _ 4'g" MAGNOLIAS Y (SA VE) O i I (SAVE) 8"OAK' • o (SAVE) 3'2'. O Sm F lanti areaT_r • T � ` • • • t ' r {�I Tom, � TT � 1 i T� �L' Ifs r _St� hl„ BAY (SAVE j UPON H OAK SAVE (SAVE) / ( ) Tj .�..� 1 SPEED LIM ."i -1 ITT D-0,0k 10 8 :'Page 354 PARCEL 'A' A PARI of GCv6RNMENT LOT 1, FRAC77CNAL SEC17ON 9, TCWNSNIP 2 SOL177-1, RANGE_ 29 EAST, DUVAL CCUNTY, FLCRIOA, BEING MORE' P.AR77CULARLY DESCRIBED AS FOLLOWS; FOR A PGINT OF REFERENCE COMMENCE AT THE IN7ERScC170N OF 7NE EAST RIGH T--OF-WAY LINE OF SE.WINOtZ ROAD, COUNTY ROAD N0, 608. FORMERLY CEMiNOLF BEACH ROAD (A 100 FOOT RIGH,T OF--WAY AS YOW £SYARLSNED) KITH rHE NOPTN RIGHT-OF-WAY UNE OF 20rH 377?SET (A 40 FOOT RIGH?-OF-WA-, AS NOW ESTASL;'SHED), SAID POINT' OF REFFRE'NCE, ALSO BENG THE SOUTHWEST CC7RNER OF LOT 80-A, NORTH, A7LAN77C BEACH. R-C-9-5 CORPORA 770M AS RECORDED IN PLAT ROOK 15. PAGE 9J OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COON,Y- ThelgCIr NORTH 8950'00' EAS'r ALONG THE NORTHERLY RIGHT-6r-WAY LINE OF 77-IE AFORESAID 2077f STREFr, A DISTANCE OF 201.56 FELT TO THE POINT OF BEGINNING,' THENCE NORTH 0470'00" HEST, A 01srANCF OF 100,4 FEET- THENCE NOR7N 99.50-00- EAST, A DISTANCE OF 8.86 f ri: THENCE SOUTH 0470'00" EAST, A DISTANCE OF 4,5.11 FE'E 7; *HENNCE 99'50'00' c'AST, A DISTANCE OF 12.00 rFz-T,- THENCE' SO&77-1 0470'00" FAST, A DISTANCE OF 55.17 FEET TO A POINT OF 1NTFre5ECPON W rH 7HE NORTHERLY RIGHT-OF-WA)' LINE OF 20TH STRj64 T,• i7••IE'NCE SOUTH 8950'00" WE'S7' ALCNG SAID RlGH7=0E-WA Y LINE A 01STANCE' OF 20.56 FEET T O THE POINT OF BEGINNING. PARCEL 8" A PART OF LOT SOA, NORTH ATLAN77C BEA0UN17' NO. J. R-C-9-S CORPORA 770N. AS RECORDED IN FLAT BOOK I.S. PAGE 93, OF INE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, MORE PARJ7CULARLY DESCRIBED AS F01,I,OWS. FOR A POINT OF BEGINNING COMMENC- AT THE NCR7HEAST CORNER OF SAID 1_OT 8OA; THENCE SOUTH 02'101" WEST, ALONG THE WEST RIGHT OF--WAY LINE OF -REACH AVENUE (FORA4E'RLY GARAGi: APPROACH P,OAOWA)', A .25 FOOT RIGHT-OF-WAY AS NOW .ESTABLISHED, A DISTANCE OF 55.05 FEET TO TNE' SOUTHEAST CORNER OF SAID LOT 80A; THENCE SCU774 89'50'00" WEST ALONG THF' NORTH R1C,H'=0F-WAY LINE OF T'WEN77I:TH •(207h) STREET, A 40 FOOT R16H7"-0F-WAY AS NOW E.57'ABUSHED. A DISTANCE OF 83.92 FEET,• -THENCE NORTH 04'10'00" WEST, A 01STANC£ OF 55,14 �ZE7; 77-0VCE NORTH 89',"70'00- EAST, ALONG TME NORTH CINE OF SAID LOT 80A, A DISTANCE OF 90.03 FEET M 7HE POINT OF BEGINNING. SAID PROPER I-�' 5EING THE SAME LANDS AS DESCRIBED IN Of'777C1AL RECORDS VCLUME 6063, PAGE' 1229 OF THE CURRENT PUBLIC RECORQS OF DUVAL COUNTY FLOR10A. CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers 440 Osceola Avenue JACKSONVILLE BEACH, FLORIDA 32250 DATE JOB NO;< (904) 246-9427 ATTENTION RE: ro�'c)e,MA.t tiCe�✓ v g2 T2� 32 D 2. 9A��.Vyi��A&� C C4.C-- I 1 vED S�70AJ 3`zov2 WE ARE SENDING YOU Q Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans , ElSamples El Specifications El `-' ❑ Copy of letter Change order � gk3gA-L' COPIES DATE NO. DESCRIPTION 3 to 1&a C-57no go yi-A , 'C-->Y\G7-M A <;�!>Y-C•-1 tO co22_ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment � �� jit)u1 ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. ® 04/04/02 A P.T. 2x8 SYP #2 PLATE W/ '/2 "x12" ANCHOR BOLT W/ 2"x2"x'/8 " PLATE WASHER @ 24" O.C. 3/4 " T&G PLYWOOD, GLUE AND 2"x6" SPF #2 STUDS FASTEN W/ 10—d COMMON WIRE @ 16" O.C. NAILS @ 4" O.C. EDGE AND 2"x6" P.T. SYP No-2 6" O.C. FIELD BASE PLATE EL. +9'-2' " TOP OF PLY DECK EL. +9'-0" 0 TOP OF CMU WALL 12" SYSTEM 42 PRE—ENGINEERED 8" CMU WALL FLOOR TRUSSES @ 12" O.C. 2"x10" SYP No.2 LEDGER W/ 5/a "0x10" ANCHOR _u BOLTS @ 16" O.C. 1 SECTION �-5SCALE: 3/4 " = 1 '-0" ..j COLLINS RESIDENCE DRAWN BY: CCK DATE: 4/10/02 ATLANTIC BEACH, FLORIDA AFT E01-117 CHRISTOPHER C. KATHE, INC. SKC - 1 CONSULTING STRUCTURAL ENGINEERS SHEET 1 OF 1 A 04/04/02 A P.T. 2x8 SYP #2 PLATE W/ 'f2 "x12" ANCHOR BOLT W/ 2"x2"x'/8" PLATE WASHER @ 24" O.C. 3f4" TBCG PLYWOOD, GLUE AND 2"x6" SPF #2 STUDS© 16" O.C. FASTEN W/ 10-d COMMON WIRE NAILS © 4" O.C. EDGE AND 2"x6" P.T. SYP No-2 6" O.C. FIELD BASE PLATE M E L. +9'-2'/4 " TOP OF PLY DECK of EL. +9'-0" O TOP OF CMU WALL I 8" CMU WALL 12" SYSTEM 42 PRE-ENGINEERED FLOOR TRUSSES @ 12" O.C. 2"x10" SYP No.2 LEDGER W/ 5/8"Ox10" ANCHOR BOLTS 0 16" O.C. 1 SECTION S SCALE: 3 -5 /4" = 1'-0" COLLINS RESIDENCE DRAWN BY: CCK DATE: 4/10/02 ATLANTIC BEACH, FLORIDA JOB #: E01-117 CHRISTOPHER C. KATHE, INC. SKC- 1 CONSULTING STRUCTURAL ENGINEERS SHEET 1 OF 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT T PERMIT INFORMATION _ _ LOCATION INFORMATION Permit Number: 24466 Address: 2104 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW j Township: Range: Book: j Proposed Use: DUPLEX Lots): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION -- " Date Issued: 7/18/2002 Name: CUSTOM HOMES BY BRYAN LENDRY Total Fees: 50.00 Address: j Amount D to Paid' 7/181200200 -... �. 7-7P e:": � Ca00-0000 Work Desc: INSTALL NEW 24A Ivir-, 'L. 4+- g ` EWAY ALUM.SERVICE_ CONTRACTOFt TRKF" �,, ' " TION_FEES I-COUNT`l ELECTRICAL 50.00 rwlWn. i � V Y i NOTICE - IN EC1`fON I� I;C2U'I,STEb AT LEAST 24 HOUR' ItR TO I PECTION ---__ _.. ..._. BUILDING MATERIAL, �BiOtt Al�1 � BR.S FROM T-Hj8'WORK MUST NOT LACED IN `BLIC SPACE, AND MUST BE CLEARED UP 114"LEb Yi `l Eta:CblttT ACT IVVtEF� -- -- — - "FAILURE TO COMPLY' C Nt .. LT INT THE PROPERTY OWNER PAYIN ISSUED ACCORDING TO APPROVED PLAN. AR A ERN!!T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF _ I i I Tom: IC hvkw.. 1 7MM I1 wedpt.n: 7M - - 34 111111lum 1 as.* 1 ATLA iC BEACH BU LDIN T. 2101 WA W Is C111111QS 7W SM.* Ifft 6M 7116M Tim: 16:59:I6 07/18002 08:17 9046461536 TRI COUNTY ELECTRIC PAGE 02 CITY OF ATLANTIC BEACH, FLORIDA Apoff«w APPLICA ION FOR !LICTRI AL PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: D IWORTANT NOTICE: IN CONSIDERATION OF PERMIT'GC rEN FOR DOING THE WOR AS DESCRIBED IN THE FOLLOWING WE HEREBY AGREE TO PERFORIpi SAID WO IN ACCORDANCE WITH TH E ATTACHED PLANS AND SKCIFICATRSNS WHICH ARE A PART HEREOF,AND IN ACIORDANCE WITH THE ELECI RICAL REGULATIONS,CODES AND CITY iR ATLANTIC BEACH ORDINANCES. TRI COUNTY ELECTRICAL 1 ONTRACTORS INC. / IlLsWoloAl-MOM mg EL CTR&4f&lf 119061 ARE �r�� RrD; rinx BLDG.SIZE EETWEE4/,("` � %VL of tA0qwI COMM.i 1 SLIC 1 1 INDUS.1 1 NEW Oc 1 OLD( 1 REW.1 I ADDITION 11 TRAILER( 1 TEW 1 I SIGNS 11 J`W.FT. 4ERVICE: NEW 94 INCRIA It i I REPAIR I I FEE CONDUCTOR SIZE MV ZEPN W v FEEDERS NO. SIZE 1w. SIZE I NO. SIZE LIGHTING OUTLETS CON BALED OPEN TOTAL RECEPTACLES CON4 EALSO OPEN TOTAL O-sO AMP1, •1•IOq SWITCHRO INCANDESCENT FLUORESCENT 41 M.V. FIX= A ovaft APPLIANCRO 61 LL TRANEF. AiR H.P.RATING 4,10.RATING CONDITIONING COMP.MOTOR I THEN MOTORS AMPS IC91L NEAT: KIN-HEAT 0.1 OViR MOTOR$ H.P. VOLTAGE PHS NO. 1 R.P. VOLTAGE PHS MISCELLANEOUS _ _E TRANSPORMERS: UNDER 000 V. OVER 400 V. NO. K A NO. KVA NO.NEON TRANSF, NO. VA MA, MOTOR SIZE SWITCH FLAME EACH SIGN .� FORWARDED S TOTAL FEES 10'd t/EK�80 Lt8-BT�LnC CITY OF ATLANTIC BEACH MECHANICAL PERMIT 890 SEMINOLE ROAD-ATLANTIC BEACH,FL X2233-TEL: 2475826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23944 Address: 2104 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC.BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed.Use: TOWNHOUSE Lot(s):BOA Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number, Improv. Cost: OWNER INFORMATION - Date Issued: 4/24/2002_ Name: JOANN COLLINS Total Fees: 30.00 Address: 65 WEARIMUS ROAD Amount Paid: 30.00 HO HO RUS,-N.J. 07423 Date.Paid: 4/24/2002 - Phone: 201 4443961 Work Desc: INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEM (30 HEADS)- CONTRACTOR(S) t EADS)- CONTRACTOR S APPLICATION FEES WAYNE AUTOMATIC FIRE SPRINKLERS - " "`- 30.00 _ �.mss.— v�+.. `�_ .a..' ...v}4_�yv i...3vi�..,j:- -'�•.5• . - . ...; .'rR' K NOTIC ION BUILDING MATERI r s� ~a C SPACE,AND MUST BE CLEARED ' �.. 3:� S w-' �G�=+.-n`x...��+��3•.'S,r•.9•'r, ^"F�`�YY.t'-.]. ".._•. � �� "-.r va... _ "FAILURE TO COM Y IVS. dJAW C - THE PROPERTY OWNER X : ISSUED ACCORDING TO APP .} � SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE Oper: CHERYLE Type: OC' Drawer: .I Date: 5/09/02 01 Receipt no: 56017 _ 14 PERMITS-BllILDIAG ] 530.E AT TIC BEACq BUIL G DEPT.` 00100003221000MCI ' CK CHECKS 3571 560.00 fiaiisaF: 5 Time: 9:33:,, Nov 11 01 10: 45a Building Department 904-247-5805 P. 1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH (r? ATLANTIC BIIACN.PLORMA 39x32 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER EIDENTIFICATION MPORTANT—Applicant to complete all items in sections 1, II, 111, and IV. ON Street Addr.ue lnhruatfng SMs.ls: H.1we.n Zt; & And r� G 1 Su6.dlvirlonTIFICATION—To be completed by all applicants. nsideration of permit given for doing the work as described in the above,ralemenl wa hereby agree to perform id wort inhe 4tfaehpd glens end sp•eifice tion.which era a pert he.eof and in eeeerdenee will the city of J.eksanvilla ordinances end standards od.pewice,listed there;.,echanical s IPr(n11 A t 10H r G F 1 Mesta, - Property 0-nor Signature of Owner S(gaelun of at Authorized Agsn/ Arehiiad or Engln•.r III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON ❑. 8ecfde THIS BUILDING OR SITET__ tat P ❑ hes—❑. Us ❑ N■Nftl ❑ Central Utility ❑ Oil if YES, GIVE NUMBER OF CONSTRUCTION PERM{7 ��;��.Qra _ ❑ 01har—Specify IV. MBCHANMA.SQUIPM04T TO 1111 INSTALLED NATURE OF WORK 1 (Psovlde compiti.lid of compomnts oes b.ck of this farm) 14 Residential or ❑ Commercial ❑` Neat ❑ Space ❑ Recessed 0 Ceafrel 0 Floor New Building I ❑ Air Cendd(onin a. ❑ itmm ❑ Control ❑ Exlaun0 Building ❑ Duct System: Material Thlcknsaa ❑ Replacement of exiaflnu system Mnlmum capacity Ll.m. New Installation(No system previously Installed) ❑ RablgesNee ❑ Extonslon or add-on to exlating system ❑ Other—Specify 13 Coaling haver: CapacityA^ 9-pin- ® Fire sprinklers: Nvmb.r of head, L!- ❑ Elevate, Q Menllh ❑ Escsfafnr (e ruler) THIS SPACE IrOR OFPICt Uri ONLY ❑,04601764 pumps (number) '(R+e-soall ❑•-Tanks (number) lam.rka ❑ LPC containers. (evmberl ❑ Unfired Pressure"West ❑ MUere Permit Approved by Oa•e ❑ Osher—-Specify Permit Nd . LIST ALL EQUIPMENT AIR CONDITIONING AND RURIGERATION EQUIPMENT ppaa�cS� 1RurtberUWta Deesrlptlon x0dalNumbor 1"nu[alfbArar �1bee� Apptwl c MATING•FURNACES, BOILERS, FIREPLACES AW � ' d Nlmober Volta 1'tarsedpllan Xoda]Number YaauLaaturar ( 1 y. ". TANXS How Yang Mo@lett GYD�IIT Ty"71Qu14 NWa 09 Serial 14 re � L ii r i and Dlmandoaa Contained X=111184tum No. eecT CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-.ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24412 Address: 2104 BEACH AVENUE 'Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book:. Proposed Use:,TOWNHOUSE. Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC.BEACH Est. Value: 'Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/1p/2002 Name:. JOANN COLLINS Total Fees: 69.00 Address: 65 WEARIMUS'ROAD Amount Paid: 69.00 HO HO RUS, N.J...07423 Date Paid: 7/10/2002 Phone: (201)444-3961 - Work Desc: ..INSTALL HVAC CONTRACTOR(S) - APPLICATION FEES OCEAN STATE HEAT&AIR �. 69.00 x n IM y�4'rS'si 8 do swx+"un'.y r .1g s.�P.7; P �''yRaa'iz`'4`^�xy,.. Y �. r am tirrAtr� .+} nr.,-•�:,' ,ram' , +: v , tea-' ` ,,�, ..Lh,,y;..w,, w-, - . {� t r ^�" �.7� sna .��..v+•*a 'fix du�•r1.gr+�p� �k .. x0�` va�r7*+r: . . �pryz�,., '`' r«-.d.�+T•,�`l,�c�'.`...+, , fi� .• k.n - .. +"'yt t yr `�' a '.e "'F:j."`'�-lexj` r~;:c,� m 'm,r•A' }iv'.�`t S k`�" `^„P ,,•a�-y wyi s ry ..+ �ylA" v map' 4 .y+ 'C" Sly' .'0 rr.e,*'+•Ltr� ^+rw .+w,,.-r< T' x+ "t �'•,•,•t.Lb `" ruG"..}^" + "'.�,.xs e4, ".'`� �. ...fig;#c• �yP`,�t's� F�••*„ra 1 '�.: .w.r t -x 'y `k., ,, '411 'err ,,,m s •"y . ��,;�rcy��rs. I��'„��w�'" ^,3p` "pclaG.�r��.4,,.� +w '�^ra"a�" ti'°' �"�„;.��,�'��r�^y, �''`5��..t-� ��'• .. ,KSfi'� ' kRv '.�Te; •m� � ? i 1�?'7.5.,.,4 -:"•� Y�; Jr�' �4.';,T �, ,(41�r�.F �^rtS,"k"u�� ''S'a` z �1�K s, +r x�.�.�'N s k -' " ''+.... '?•v� �f'.u�n. •.., r „«^«: r fyaYo"7."'�.,a"'•-vm`'""?c° n,t� " m. v {SS. .��' � y ^4 N 41•'� S � 4 . r� -.. .n "a�zy�,,4 +Y�,,/''� a � }�" .e",Y�` �q:� .+T+'""v.T h' ^"'�y�'�kt aiYr~'. ,,yr'rr.,,;},��x Fy�Xj.�y w"�l`•x�'��-��.�rc t� i k. '`M•�j„'gwau K '& +M.,r p,�, L"i'c i y.fi xxr^ risr ,f„it i.Y,� 'K,7d arv.,. Nx a. aG, ,d '� �. �`' .'+.. f W!Ct .��- r r.M+u +�yr'r,s'r' ' 5 :.k,�r'y'�s, .c'„; 9 *aEi nom• '" y,z. r .... . �s� S m �Z;h''r�.,� "� �: *� +►w:� ++�\'�' v�r,� F��' �i� 'n'� T..�r�rru� ws �,i.��.tz'*� `_^ ,? .. 7;'' rw, a".y t.;fsl, rrvt`'"4 F' �i w s•yg f� ,J} f ',F. vwa,• t,� WW..v ,,�i-: ,�„�.�Vr',S6rg ir„ _.,Y.�.�"d fv?`�"ry,. 'k.� �,.;M p"�. �7Ti� 4�oe 1'aew:x"s�• r+ n�..3'�'•+;Mt ��8 ��i�"��"ti:..',a''k�T'•J+ ': S>o^"�i:..,.N Tf � �.kSa's'�h�'kyS� 'F' � tiM�ti GY :(w>•dh�'+Sl �.„u'y ls�,�i^�.,,n.�� M�.F Y'i t�4 '�.•Iry{'tY� f�n'ly��i� _'M� _ All r�+ +?'f+: z"*."'?f-.,�„e".'Q r /t''a Y tai r•.'q"ar cr^y' _ s�a"+y�, z M1 +• rttiv'y" r L' C* ,+ ,¢`r"fit�st-• R+' v Y ��i°e x'. �,,��,t.k.,r, h J� �.. ..•�' +G'� �2 - .. ' : .,M;.,S u r.s G'rry,�rr^A+.. r rt •• t v� ..L y '4 y. at� ""`� 7 akz �,j rr+-�..rt?��r �..`�,�'3- � . r axe` aw`1•.LL*3,"'�f ,j e ':S"�2a u :^• CGu•+r* tM1bt+sx'�q`e''Tiy.� max,.FyT jv^eF,f r ,7 ie. ky} �.h}M +�, �;,Ivy },� 1 a : }tj ��, F*•,.„, r 5M1'' ,3 N r x, 'i.. ,�' + R Lw,e«,^r_r oro�4,-��>u .t �,r,} y ,�, No #ON , r - x 4''�".� w 4t u 4 aa• - .�^•"'s *.rsaN4'r"66 t l,k..:' s s c�.t ab Y y...s K V + � , . f '. s„ �y �7,:„i+ ,,vz r� x+, � 't r.+-�- ^�• � F�°.�+'w+Jr t+.tt `k �a�, a B.UILDING'11�4ATE�IA `` �� w nw r��+' ��K�. , � ' f SPACE; AND MUST BE CLEAR. ' . :� �tk Y T.'•L-.{(,� µi..• �A3 5,rrb'�r•A�R"�"��,,��yy�+ �1�n..'i �'`�'h' n,tvr'rt!•r-"�„a ,� � .� "2Y" r.,?'� mr�r t ' � }r Y tie tip, �k.r a'7 2.•+��"'y'g y¢4",��tl,' .u.`i�'�r,.4�'.`E:H^��'-�'" +�� .v,,�-„I�>v,.,�W�C-�x i,rb'�r..�”arc.S �;x�ex�� ,r��.'a .. "FAILURE TOC PROPERTY.OWN .. .. :" �_ m�� k .Mu,+uyh�� w•,.may, x �°yw�' r��,�y� r#.�.1' � ISSUED ACCORDING TO Avg R ,i i� BJECT TO REVOCATION FOR VIOLATION OF APPLICATM n46.1 '�" ,. ' Y...I Ty,T SY � '�' i4. �f�•i^ Y'�'�' �JF�'hrv{r��elb�'��"^ � �,�^%n. � .1 .. .. .. � :..x '"'"_v..u�',t'�7��:�i °`r ..".•'+'±spa Oper: CHERYLE Type:,OC•:"Drawer: 1, Date. 7/10/02 01 Receipt no: . 72010 .. 14 PERMITS-BUILDING 1 572010 00100003221®00 ' ATLA IC BEACH WILDING PT, ' 2104 BEACH p 7 exp& BUILDING AND ZONING INSPECTION DIVISICN CITY CF ATLANTIC BEACH ATLANTTC 33ACH.PLORIDA 7&233 AP"'Ll CATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Apoiicsn.--o Complete ail items in se&5cns 1, II, ill, and 1V, i LCCa';CN Address:__ a O CFIntersecting Sir.."! 3etwe•n w� 5 /t And �} � C/•� /jl//�r ' JU!t L:iNG 1 $ub.dlrit+on 11. ZENTIRCATICN —To be Completed by ami applicants, j in consideration of permit given for doing the wori ss described in the above statement�.eusbr agree to patio— aid—,it in aeeordenee ` with the atfac"d plan. ane toeeiiicstions";Ch are a parr %4,001 and in 4ccordance With :hs C:)y o+Jacisonviile oroim4nees end standards of ;oed.pr•ctice listed ths,wti. None ai Mechaeicai cmNractars LC 4an4star(,rims( Oc �� ?�—.��—r�= Mesisr i G-�C Y 3 i Nema 4+ 9 hove r pl_ S19e4tere of C.rm or A Agemt74 1 Architect or 6nginwr It. Q.-MAL iN! T N Type of}testing fseit _ IS OT4ER w71s"UTIOR 3E1 6 OR ON t a THIS 3UILJING OR SITET �' (.' Sea— IJ C. Vetere+ eeehd Utility — IF YES, ilvE HUMBLER RF C^.NST1�Ii?T10M I C Ci PE.4MIT R wC yes Q Af++er—Specify IV. tIqC"ANR'•AL 7QUIPMONT TO I1 INSTAIlt® MATURE CF'MORK (Provide complete ltd of comeosettn es beck of_}Alll farm —Lv/Resiaentlal or G Commercial r 21 Heat ❑ Space V !(eaeeed lY Gnhfi C mom Building f 2"Ale Gndttbsing: C Rees Q�Gnhsi C .dating 3Wldinq e7set Sydsmt hle»nei /t�Jf %44 � �1 r^ peotaesment of a&losing system Moatimem espeeJM a t j% a New inslallatlon(No system prerimuly installed) Q teitigeretiem C Extension or add-on to existing system C Other—3psgfy C C-01109 }e+ror. capacity q.P+s• Q Rn rp iniderst Neesier of hent_ Q 43e.eter ❑ Mesaift Q Emlater I&sedtsil THIS iIAACi POR OPflCi USE ONL7 C.8s2e+lee pe—;��sewbar� (Eir�teeei� :.as i sa RemeRs Q ll6 eas/ei� jtwmb«► Q Us+6er pawtss reswt Permit Acons"d by Qe/w Q hasee C Co.—specify hrmif r LIST ALL EQUIPMENT A X CONXIMOMNG AND REFRIGERATION EQUSl(I'tti _ :flasher Vnitw Deaedattat No"N1111:111114111! Ytaaufacriusr (1`oea)y A.ZesE ON,2. rdai✓/, I;1./L- c HUTLWG-PURNAC.E3. 3QU AAM F.IRFMAM011101116city A= _ I Mmtber'Units Deesrlpum Yo"Nltmber Yam•+1s. (2=) �) t /� nl U O (_ 10 rAxu ,..,tevi new YaMajor2PaMAW coves-17 TIYW r'gW.1 Msmp oR saw Appra °[ S"mtomboma Ctmtetaed Manuftaetpae No. Amt 1 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233—TEL: 247-5826 FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24544 Address: 2104 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est: Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/26/2002 Name: JOANN COLLINS Total Fees: 25.00 Address: 65 WEARIMUS,ROAD Amount Paid: 25.00 HO HO RUS, N.J. 07423 Date Paid: 7/25/2002 _ .. _P.hgpe: 201)444-3961 Work Desc: LP GAS .. CONTRACTORS k. �. u`'`. h� SpA (CATION FEES MOBILE GAS COMPANY � g �124, � Xa 25.00 ' R zg v t�e- d;sr`l^x i y,. ri'' 5" " a k•.:. -' R41 ' �� , .'� r � � , � � .'� �('y'��:,�'+`sxv'"�`�J3�ry`�c�� `�'xz��#��1�ask'm�* �.�•�.y��:" ' "� - .3 ��^:. 1• -� § � �F'; ��A'R+Y�lwa��"�'Tj��*�{y .�+��i...K, d . x`° 2�`*fn �' F F� A�y��l�p �"✓�'��Z•7. �aAr*^ �s�,,i,��•'T�iC �''.a.: 4 v71'"^a ��-� � "•'k�+u. ..a, ,fwd s �+ y s� rai: ,ax'*''a 'r+upz,��". wpb° ' yr.4., ti .. r"�E'. "°3 ,is •.,� w ?lf.�ir�i �"5 rx � f �,- s.«fi1'3 k" k ds`�s�. s M„i �t k• x;c"r.. v 5 x �, ��r � r -� .¥..r«&.z�� ^a rc k .�. ..{«'� �nr3F S., `c i,kP4� • '�''� r �'r'•k',�-�'L* . NOTICE1 `l„„ � AA � � `r. r � e;fm' r' "v r»�'xa�`r'"°4�* c,rx'p .�'""��,r a ,r ". •. BUILDING MATERIA114%1, MUST.BE CLEARED "FAILURE TO COMPL THE PROPERTY OWNER ISSUED ACCORDING TO APPROV �•. x k D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROx Oper: CHERYLE Type: OCDrawer:' I Date: 7/26/02 81 Receipt no: 76694 14 PERMITS-BUILDING 1 $25.80 80180083221000 ATLANTIC BEACH IJUILDING EPT. 2104 BEACH CK Mas 2027 $25.00 Trans date: 7/26/82 Tiae: 16:16:11 vuvai county Property Appraiser-Parcel Summary Page 1 of 2 Parcel Summa -Values from the 2001 Certified Tax Roll RE No.: 7FI69723 0000 Owner's Namee COLLINS , JOANN R Property _. Address: 2 TH S1') Unit No. ATLANTIC BEACH 32233 MailingAddress: 65 WEARIMUS RD HO HO KUS , NJ 07423-1717 [Property Use: 0000 VACANT RES Legal 15-93 29-2S-29E .I I N ATLANTIC BEACH UNIT NO 3 PT LOT 80A RECD description: O/R 9993-1969 -Neighborhood: 940907 BEACH AVE NBHD Sec-Twn-Range: 09-2S-29E OR BK& Page: 09993-1969 Map Panel: 115531 Sale Date: 5/28/2001 No. Buildings: 0 Sale Price: $310,000.00 and Value: $161,700.00 Heated Area: 0 Class Value, $0.00 Exterior Wall+-1 Im rovements: $0.00 Taxing Authority: USD3 Market Value: $161,700.00 County Tax: 11$1,140.92 Assessed Value: $161,700.00 School Tax: 11$1,339.20 Exempt Value$0.00 IFDistrict Tax. 1$490.32 Taxable Value: $161,700.00 IFOther Tax: 11$80.94 Sr.Exempt:_1$_000 Voted Tax: 1$98.80 Sr. Taxable. $0.00 IFTotal Tax: 1$3,150.18 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-It Feedback (below), not the Property Appraisers Office. ■ Map-It Feedback Home PRC New Map-IT Taxes Payment Feedback Awraisa{ Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=169723+0000 9/27/2002 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 RI�t�Nll't'I�ORNIA"�ON -�_ l�OCAT 1NF0�'tM:�1'I�O111 Permit Number: 22445 �.._ Address: 2104 BEACH AVENUE v7 Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 211,538.00 — ui p Date Issued: 8/03/2001 _Name: JOANN COLLINS Total Fees: 4,870.92 Address: 65 WEARIMUS ROAD Amount Paid: 4,870.92 HO HO RUS, N.J. 07423 Date Paid: 8/03/2001 Phone: (201)444-3961 Work Desc: NEW TOWNHOUSE HRS 66Q1t1RCHARGE2723 _ _. _ NTRCT APPLICATIQN FEES CUSTOM HOMES BY BRYAN LEN YERMIT: .. 1,209.00 WkTER, tUIPAt FES- 910.00 FqlIMP CT FtE 1,250.00 IER TER `A ` 525.00 A} 3.13 " CAB '� 0.17 I a CANAL IMPROVE ' 325.00 `xRSS CONNECTION f 35.00 1 k NST.SURCHARGE 12.26 RHARGE%ATL 6CH. 1 36 ' � ?Fk rSEWER TAP 600.00 Lon Y7 k NOTICE INSPEG .. T ST BE 2E "I' i�:ALEAST 24 HOURS.PRI, R TO INS(,ECTION ST B BUILDING MATERIAI�,RUBBIS� b>lBRIS FROM THIS WORK MUST NOT BE �C€D IN P,,VBLIC SPACE,AND MUST BE CLEARED LIR,AND HA AWAY BY EITHER.CONTRACTOR OR R 0. R "FAILURE TO COMPL WITH T STRUCTION LIEN SAN RES T IN THE - PROPERTY OWNER PA*4 3. 1kil&TS" ISSUED ACCORDING TO APPRO 04=1 CH � ' TF AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO IVS t i i ANTIC CH BUILDING DEPT. f operator: 3/91 IE Date: 8/13/81 CHER81 Receipt: 8888168 __�. _ _. Total Pant $4878.92 CITY OF ATLANTIC BEACH PERMIT/ CALCULATION SHEET Address ,�l/C1 L/ r Cf� v�, 1 ��-t t' St P r TOOL ttOOS -) Date 2S - 0 I Heated Square Footage 3 @ $ per sq ft = $ l �(0 (o (D Garage/Shed S-0 b per sq ft = $ 2� Carport/Porch @ $ d per sq ft = $ Deck Cf @ $ �� per sq ft $ 1 -700 Patio @ $ d per sq ft = $ U TOTAL VALUATION : Total Valu i.on 1st $ 3 3 � $ Remaining Value $2 per thousand $0 portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 3 5 ( � ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ q/0 . 7—0 SEWER IMPACT FEE $_� 0 ocsF r� --z"WATER METER/TAP $_ 2 CAPITAL IMPROVEMENT $ 3 2s— SEWER. TAP $ L1o (G�d) RADON (HRS) . 0050 $ 73 • ( / SECTION H PAVING ( ) $ O HYDRAULIC SHARES $ ' CROSS CONNECTION $ 3S x723) ,SURCHARGE . 0050 $ ✓� 2G OTHER $ J� GRAND TOTAL DQE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 07/13/2001 11:45 2014442175 COLLINS PAGE 01 _0N ! !. ;GAM PO4 `�5OhjH Ido X320 P 2; VROFLRTY Dr9CRIFTI0N vNr} _ 3 Lot # R , Block 0 section 0 Subdivision, Street Nems a ` Z UESC:X1r1'1UN VF" WVFK or Address: (It in a FLOOD FIAZARD Flood zone:-area complete page 3) Mcw A�a 8z1ef_Description c].axr of Werk: fNe Remodel/Addition: ZC,N'SNG -TXrCRMATIUN /� ( Typs of Con truction: zona,ng �� Fropos `l'��^ District: Use: Estimated Value ^a T --� Exceptions or Variances materi4lo:�l��'� T Granted: T. Solid or Filled Ground:- method of lie At;ng: 11HPw w- OWN= 11VTORMAT'TON PxopertY Owner: _ C AJ_f Phone; _Z.- (0�..� . Mailing Addreas14 _V01 *WTRAC2'OR INFOM4ATION t Concrar_f.or:w-��b". Q-"-- f �. 1®l� T?hon.a• d1 oCA r !d�' Meiling Addreaa 3 P PLS /i°-4- STATE LICENSE NO: M � � ZLIp 0 DaterdrSon � ff� 31 ckO T. _V_> .` I HEREBY CERTIFY THAT I: HAVE READ AND EXA X,NLD 'i'mi,i AeFL1(,;A'r.LUN ANU KNOW 'THtI SAME To BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIB TYPE OF WORK WILL SK COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTXNG OE' A P2P)4IT DOES LVOT PRE-1313W, Tn 0111E AUTHOAtTY TO VIOLRTV OR CPNCML TWX PROVISIONS OF A1,TY FEDERAL, STATZ OR LOCAL RULES, RtGULATIONS, 0RDI.NANCrS, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERrORDg:1NCE OF CQNSTRUCTION OF THI PRCPERTY, Z UNDERSTAND THAT THE .LSSUANCE OF THIS PERMIT 25 CON` fNIZINT 'UPON THE ABOVE INFORMA' ICN BEING TRUE AND CORRIZCT AND THAT THE PLANS ANA SUDR RTiNG DATA HAVE BEEN OR SHALL BE PROVIDED JL9 REQUIRED. Owner sionAtur I., IAI CATE JI JAQ CentraotvX S�ytasl -mea s -7V/�7DAZE SWORN AND svascRzBED �oBY ��fE-_ �/!L° ' THIS Al DAY xtk NOh Y P FLOODPLAIN DEVELOPMENT INFORMATION Location::_ Type of Development: 6-�12 <-� Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, survey must e mad AFTER THE SLAB HAS BEEN POURED, certifying that the LOWE T FLOOR E EVA N is equal to or above the base flood elevation establis ed for that zone. No final inspection will be made an no certificate o occupancy ill be issue until the survey is on file with the Building Departmen COMMENTS: Applicant Acknowledgme understan that the iss ce of this permit is contingent upon the above information bein correc d that t e plans and upporting data have been or shall be provided as required. I agre to comp with applicable rovisions of Ordinance No. 25-7-161 and all other laws or or affecting e p posed dev lopment. Date H10P� _Appli is Signature ` Department Use: Required Lowest Floor Elevation 1 2 44600 E CXC.o Clj eF 2 ot!� As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL. 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 07/13/2001 11: 45 2014442175 COLLINS PAGE 02 rj 8. ATTACI I SITE PLAN INDICATING THE FOLLOWING- a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks C) Tree protection zones as applicable d) Location, DIRH and apeeies of all trees with a DBH of six Inches or greater e) Location, OHH and spa6as of ail trees with DSH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigatiui i clearly marked with brackets "[ J" 1) Location of utilities, Pasements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MM BE CLEARLY MARKED ON SITE BYj= SURVEYORS RIBBON. 14. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITF BY BI_UE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE Pf2OCESSED, I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: r APPLICANTS SIGNATURE DATL 5/01 $AtiRS SIGNATURE AT APPROVED , TREE CONSERVATION 60ARD CHAIRMAN DATE TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED TREE0 20.00" D8JHF_�ORMORE --- -------- ----- --- -i 1 I 7.50' {� I i PRIVATE I I > PROTECTED TREE 0 PRIVATE PROTECTED TREE PROPERTY ( � LINE I 10 0 I D 8 H OF 20" OR MORE I = I Imo PROPERTY 0 m U- i (D B H OF 10" OR MORE INLINI COMMERCIAL & INDUSTRIAL PRIVATE mwl > PROPERTY) I PROTECTED o , > TREE 0�1 � f I I --� 7.50' —9-------L PRIVATE PROTECTED TREE D 8 H OF 6" OR MORE - PROPERTY 20.00 LINE (:::::, PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE 1 D 8 H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, OPARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*_ The higher the score,the more efficient the home. 1. New home or addition 11. Ducts;Location&Insulation Level 2. Single family or multifamily a. Supply ducts: R= 3. Number of units,if multifamily b. Return ducts: R= 4. Number of bedrooms 12. Cooling systems Capacity: 5. Is this a worst case?(yes or no) a. Split system SEER: 6. Conditioned floor area sq.ft. b. Single package SEER: 7. Glass type&area c. Ground/water source COP: a. Single pane,clear sq.ft. d. Room unit EER: b. Single pane,tinted sq.ft. e. PTAC EER: c. Double pane,clear sq.ft. f. Gas-driven COP: d. Double pane,tinted sq.ft. 13. Heating systems Capacity: 8. Floor types,Insulation level a. Split system heat pump HSPF: a. Slab-on-grade,edge insulation R= b. Single package heat pump HSPF: b. Wood,raised R= c. Electric resistance COP: c. Concrete,raised R= d. Gas furnace,natural gas AFUE: 9. Wall types,Insulation level e. Gas furnace,LPG AFUE: Exterior f. Gas-driven heat pump COP: a. Wood frame R= g. Combination water/space gas systems Recov.Eff.:_ b. Metal frame R= 14. Water beating systems c. Concrete block R= a. Electric resistance EF: d. Log R= b. Gas-fired,natural gas EF: e. Other: R= c. Gas-fired,LPG EF: A ' cent d. Solar system with tank EF: a. Wood frame R= e. Dedicated heat pump with tank EF: b. Metal frame R= f. Heat recovery unit HeatRec%:_ c. Concrete block R= g. Other: d. Log R= 15. HVAC credits claimed e. Other: R= a. Ceiling fans 10. Ceiling types,Insulation level b. Cross ventilation a. Under attic R= c. Whole house fan b. Single assembly R= d. Multizone cooling credit c. Knee walls/skylight walls R= e. Multizone heating credit d. Radiant barrier installed f. Programmable thermostat - I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded)in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on Code compliant features. Builder Signature: Date: *� �we Address of New Home: - City/FL *NOTE:The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE Energy StarTM designation),your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or seethe Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. ' ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for E P' DCA Form 60OA-93 Or Form 60OB-93 0 10 20 30 40 50 excellent 70 good 8Q 90 00cceptabl 10e0 The maximum allowable EPI is 100. The lower the EPI the more efficient the home. RESIDENTIAL ENERGY PERFORMANCE RATING ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS............................................. SINGLCLR DBL TINT INSULATION ......................................... Ceiling R-Value R-10 R-30 Wall R-Value R-0 R-7 Floor R-Value R-0 R-19 AIR CONDITIONER............................... SEER/ EER ....................................... 10.0 SEER 17.0 9.7 EER 16.0 HEATING SYSTEM ............................... Electric COP/HSPF................... 6.8 HSPF 12.0 Gas AFUE ............................. .78 AFUE .90 WATER HEATER .................................. Electric EF .86 .96 Gas EF .................................. 54 .90 Solar EF .................................. .40 .80 OTHER FEATURES .............................. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip �I_---A- r._ _.._._ /\_ _l. r_ ^ •/.I• r1_ _. • innw ear . . n . . rn . 1rr_•._._ rr — ---- n- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT felit Number: Address: Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/15/2002Name: JUANN Total Fees: 99.00 Address: 65 WEARIMUS ROAD Amount Paid: 99.00 HO HO RUS, N.J. 07423 Date Paid: 3/15/2002 Phone: (201)444-3961 Work esc: NEW PLUMBINU NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: DSMITH Type: OC Drawr: 1 Date: 3/15/82 8t Receipt no: 424113 n 14 PERMITS-BUILDIH6 1 $99.88 -aCN' Trans nwber: 7%587 AT NTI EACH BUILDING DEPT. CK CHECKS 37577 $198.88 CITY OF ATLANTIC BEACH APPLICATION FOR PLU148ING PMZMIT JOB LOCAT ION: OWNER OF PROPERTY: L� �� _S©G n n Lei I ;n_s TELEPHONE N0. PLUMBING CONTRACTOR N�-�S �� ,� l�i� I],'n c 11, CONTRACTOR' S ADDRESS: ) S 0 { c( �; Nw4 Sr ,�s�;„T�� o 5 S STATE LICENSE NUMBER: e- �'�C Oa 03'?� TELEPHONE: �i �►-I -�aS-/s3� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS --3 SHOWERS LAVATORY ( WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER l WATER REPIPE OTHER TOTAL FIXTURES: DLt x $3 . 50 + $15 . 00 59, 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: v v v - v ----------------------------- ---------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tei: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT P> lRIIII . tN ' N A F MATIQIaI, _ — Permit Number: 23495 Address: 2104 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: TOWNHOUSE Lots):80A Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel dumber: Improv. Cost: 1N € .; 'J<ON Date Issued: 2/19/2002 Name: JOANN COLLINS Total Fees: 25.00 Address: 65 WEARIMUS ROAD Amount Paid: 25.00 HO HO RUS, N.J. 07423 Date Paid: 2/19/2002 _ Phone: (201)444-3961 Work Desc: CS2 50AMPS 1 PH 3W 240- t,E TP 2 TRI-COUNTY ELECTRICAL CONT Q = 25.00 ! x VV'L r r, NOTICE- I I~C'T' `. 4 ' RTI :1 SPECTION BUILDING MATERIAL 1 '''` 1� 11U& NSVT BE BLIC SPACE,AND MUST BE CLEARED: . ~WRY BYE CTOF2 f3R'O "FAILURE TO COMP L L1 $ T IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APP ROV O T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO -_ ...- r Dper: CFEitTLE Tree: 0Drawer: 1 a Date: 2/28/82 81 Receipt no: 36289 �" � r' 14 PERMITS-BUILDING I0 ATLANTIC BEACH BUILDING DEPT. Trans muter: 6936 125.88 Trans date: 2/26/82 Tise: 15:84:97 CITY OF ATLANTIC BEACHI FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�e�� fll' ODO� - IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORf SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WI THE ELECT L REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �lTRI COUNTY ELECTRICAL /CONTRACTORS , INC. ECTRICAL FIRM: MASTER ELE ANII, LA"I��lZet� � D SS. �� 1��5 � RFD BOX BLDG.SIZE BETWEEN: RES.�) APT. ( I comm. ( ► PUBLIC ( ) INDUS. ( ) NEW ( ► OLD{ } REW. { ) ADDITION ( I TRAILER ( ) TEMP.9(► SIGNS ( ) SO. FT. 1� SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPP�ER I ALUM. ITCH OR BREAKER .SO AMPS PH 9W 411yV / � EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS N0. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED IOPEN TOTAL 0•30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT IE M.V. FIXED 1 0.100 AMPS, I OVtll APPLIANCES BELL TRANSF. AIR H.P. RATING N a ReTlnlr. CODITIO G ^••" ---- 600V• _ UNSER TRANSFOPMEpS: KVA N0. lKVA NO, VAMq, MOTOR SIZE SWITCH FLASHER TRANSF 140.EA H S GN FORWARDED s TOTAL FEES CITY OF Office of Building Official ►, R UEST FOR INSPECTION Date Permd, `�`�� Time Vv M. Received M. W) vT OU b ss Locality Owner's Co I .r� Na 6 ctor WILDING CONCRETE ELECTRICA PLUM ' MECHANICAL ❑ Footing ❑ ving ❑ Rough ❑ it ond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REAPY,EDH INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. e P1 Z A.M. Inspection Made P.M. Inspector ok Final Inspection ❑ Jp Certificate of Occupancy ❑ Date o� p1 LAN ORION • OF JOB � ``AOORE� • t V� .0. f! DATE The follow Hf S JOB HASNOT G 1 1{`©Z-- g additions or ccorrreEEN DOMPLETED Job will be accepted shal the ' coons l be made before P 15.00 REINSPECT FEE It is unlawful for an Persons, to cov y Carpenter, Contractor with flooring, er°r cause to be covered ' Builder 9, lath, earth or other inspector hash or other material ' any part of the work After ad ample time to until the proper additions approve the installation• made or corrections have , caall 2nS-5826, Building Depart-een ment for are in the office leo inspect- are Field Inspectors �uMBnvc p•m. Mond m 8:00 :00EIEC ay through a'm• t°5:00 gh Friday; SLOG W CITY OF � rfii c �eacl - ��Crnca�a 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE ' JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS �sf�.( f yd- _ 1 Y f / T Please call me at.904-247-5826 if you have any questions. Sincerely, r r s, ATLANTIC BEACH CITY OF ATLANTIC BEACH 7_ - h, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O• I I I I J Ul' .t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAG.US �^tJfill ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1,JOB ADDRESS. ; sem`_:;F , f�.:.. ,* 3.0ATE a .•. k ., Atlantic Beach, FL 32233 YES PERMIT#: -7777777777,777 PROPERTY OWNER a 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ELEC•TRICAt-CONTRACTOR' ,,, .;.... 7 NA` OOY: F MPA 8.ADDRESS.: 1Rl�fi 1°2Cbi 1 oLg 1�1 YN v►yDC 1� /R , Ill! Z�z " 9.ST FL— t)LtIC'ENSE NO:a'7 10.CE SON : 9��r� �� n 11 D NO... as It-�Y/0 S 2 1aiaI, � ESS; . c ol*13.OFFICE 1/7� [y 14. 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at Any time after work is com'/ ed. CONTRACTORS SIGNATURE: �A CLASS OF,WORIC K u r z 3 xs' °x�: .eh `x,w, ., '. 1Z'SERSfICE k #e F °, a r ,`s. w METER.NUMBER.9._,.f t AL' ❑MULTI FAMILY-#OF UNITS: KRESIDENTIAL SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR i 'BUtlbti` ,,, _ .;t? .'CitRf3ENTGOk3 I ` ❑ALTERATION ❑SIGN OLD ❑NEW E)'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA �REWIRE ❑OTHER: {3 a ""Aft .>., ak�. ,�. F�`.r,cr:,.. x; I' ..,, � .^�-4eS'%!-'{+{..,( E'i •y'�,. .,, au•i,. .:' uak w.'- .'# -. "', ..,Y� :i.. 20.TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPICITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: r "..:�.x;a� aAt e..✓..r`.',$,c7s xS, �' °' .§.�,�^ w#gs�sCa ��, .. 3°` .. .32..,�URCOFIRITIQNe` ,,".1 ,...., .�'rc,. #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: a :w . .°77 � :• x'34.TRANSFORMERS I a. , kr a w %. :, < _*. UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 7w SCE ., ,..,, a�„s35.MISCELANEOUS RlPAIRS DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:8/13/2007