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Permit 753 Atlantic Boulevard -S ~iJ J j-%: -, J~ J~ ~ CITY OF ATLANTIC ~3EACH 800 SEMINOLE ROAD _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034433 Date 12/13/06 Property Address 753 ATLANTIC BLVD UNIT 1 Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------- ------------ ------ Application desc EARLY POWER ------------------------ ---------------------------------------- ------------ Owner Contractor --------------------- --- ---=--------------- ----- STYLES CONSTRUCTION, INC. 1537 PENMAN ROAD ~7AX BEACH FL 3 2 2 5 0 (904) 241-4477 ----------- ------------ ----------------------- Permit ------------------------------ ELECTRICAL PERMIT Additional desc . Permit Fee 300.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 6/11/07 -------------- ------------ ----------------------- Fee summary --------------------------- Charged Paid Credited Due Permit Fee Total 300.00 300.00 .00 :00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 300.00 .00 .00 PERMIT LS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDIlVANCES AND THE FLORIDA BUILDING CODES. Dec 13 : 11:49a r' ~ T..• _--~ ~,. ~•• ,3>> p.2 CITY OF ATLANTIC BEACH ELECTRICAL PERNIY'i' APPLICA'T'ION ~~~. 1a1~31v4 Property Address: ySG.~ ~ C'.•{~s C~~w~ ~l.'s3 t4~ 1 tv~t L /Sl u.t - /ii~~~ Owner. ~• L~ - R Pf ~~~•~/~'e ~ Telephone t#: a~ I - t S-4 t Coatrsetor. ~-!~ 1 f ~ Cam.,:, ~ ~...~ c{t ~~1 . ~ a c_ . Te3eephane #: X41-cF 4 z 7 Contractor Address: ~ S ~ c+~ M ago-. Qd - Fiz !~: ~ 41 - t~Y t -T Contractor S •.c.,-.. ? ` ~ Lt oonsidarar;on of pandW Ebt doiaS 1fie ~rniic as d~ser~ed in d.e above atataoeee, vre imteby apse to pafam said wnrlc is accordance with the pbuu and specdtotmas wLich arc a pact hereof end is accordance with tlx City of .ltlaatlc Beach OfdlnanCC iOd Sta7ldatd5 Of ~ listed titClCin. Building: ^ Ncw ^ Old O Re-wire Balilditig Type: O Trailer v Residence ^ Temp. ^ Comcmer~i O Sigps O Addition Sq. Fit. Service: o New Q Increase Q Repair lE ocaa aodorowo. is b°'a doncoamisLaiMliAg or sloe„ iisr~he baildioj Ferran air; Conductor Size: AMPS: COPPER ALIJMlNUM S.vitM or Brr~siicet AMPS PH VY VOLT RACE WAY Eziatiag Service Siote AMPS PH W VOLT RACE WAY Mebec NnmiDer ' Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPETT Re+ce ks CONCEALED Ol?EIJ Switches Incwodesctat Fluorescent ac M.V. Fixed o.ita,u~tFS overt S~.I, A lances ?RANSFER. Air Condit' H.P.RATING COiulp. iVfO'POR H.P. RATIIdG O'[~iRMOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 i•I.P. VOLTAGE PH NO. OVER t H.P. PHS A60+SL' i Transformers llt+iDE 60DV NO. KVA QVS NO. KVA No.Neon Traosf. Fa Si Miscellauoous U ~ / ~ / ' iloo Seaiseie Roger . Atbn6e Bear, morlaa ~a-ssdes Pho,e: (9M) l.~T-SROg • F'a:: (9Rt) 2475845 • fittn:/Mww.ei.aitantie-beach.qus Revised 1/D4 z'd eyes GbZ 3.06 ~i~~~aI3 a4g?u~ dOT=Zi 90 ET ~aQ Dec 13 O6 11:4Ja p•3 V ;~ •~ • ~;~ EARLY PowER AGREEMENT & RELEASE ~- - .. -r Ct'rY OF A1'LA~N'rIC BEACH ~~. ;i ~¢ Electric power is noquestod aow taoder the conditions and rerun ofthis ~Y ex~eceled Agroemsmt do Rekese Job Address: Pemtit xo. t ~ t.~ - V C? o ~ `{ 3 ~ y service 'ij-pe tCtr+de c>~e): oa«~head vuaesgtoimd we, the uadarsigoaa Gaoeral ConCeasxor and Elecoricisn, understand and agt~et~ 1. "F.ariY Power" is for our oon casrv~enieno~, it is ~ by C es~ mmd does ~ s~sgtute for Fioal~ or tBa ~$eaie of Occupemcy~5at~be reacted boe+e oa~pancy, and as such is at the dilcsetion of the Hstildte6 Ofl;eial. 2. Tha City of~~ti ~c Beac'h wr~l ante a special a'~pccbas! prim ~o ffie eAdy power mergrciog. Art muggy napecteoms prior Approval, isrc~ading meter base coosrections. 3. Ua:rrpaaey qv' uae of the~,seown construction before a focmai CIO QosL~dhtbea itaardnkat ase of the earl eanoesA vt~ of tLis A since ~ieq~t~ for p~rompt~t~e oo~valo f ck~c affar a tweffiy-fomr boar nodoe. 4. "F.serly Dowd' release authority ~ the Elect<icimm aed/oa the Caattractor aad must not occur before: a. Equip, devices aad fixturas are installei (ar b offl sal . b. Farrel ~scampkbe witb brealcer~ and corer aaa (lobe urg requmod ~ final inspection). c. Service coaaaction and mgis coin e M el ~ ~~ac~aae~an°l3'uli"ed antLebcOricai ciieet. f. Temporary at7cit~ess n d~isyed (Past numbers are required for C1Q). S. tpo yrekase. ~ ~" ffiY rsinsperxion fees and anY wrtsamdmg:egnaeaamts most be satis6ied prior 6. This fn}ty cemp~d form is m be submitted to tBe Building DepartnoeaR by Band, mail or fax. 7. Futrre soelr Ap+eemeo~ ~vi~ cart bs; a~oeepted frsmi Ikose r-Iw rioiabc ary o0e of t)re sbswe items. ..~ - . corr~cro~ ~~'~Z D~~ /2 - / 3 --- U ~ PR1W'P N ..~ 2 R~2.~ J~.~.~~ T.. &LECiRICIAN :lt~lZ.. ~~~~~yl ~ ,~~_ C DATE ' ~ . ~ ~ •~ (` (; PRINT NAME •~1~+''C., [~iil~bGt 800 Sao<iaote Road. Atlarwic Hach FI.32233 F6onc: (9W)247-5826 Fauc (96t~4?-SS45 http:Jltvww.coab.us revisod l 1.29.06 E'd gibes GbZ b06 oju~oai3 ~49zu~ dOi=ZT 90 ET ~aQ __ _ _ __ __ ~/yes Gym PERMIT WORKS#~iEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: Type Work: Phone # Phone # Date Issued: CN~~v a~ y~77 a ~ ~ ~~» .ia.o~ Tree Permit # ~^ ~~ YES NO Electrical Permit # Date /Copy to ____ JEA Temp, Pole Permit # Date /Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit # Inspections: Rough .Final (^- ~~ Plumbing Permit # Inspections: Rough f Underslab Water /Sewer Drainage Inspection: [-~ !~ Pool Permit # Inspections: Steel Grounding Roofing Permit # . Inspections: Nailing /Sheathing Fire Inspection: Failed Inspecfions: Certificate of Occupancy 3 ~T/~-~ ~ c BNB o~c,e ,eo ~,e ~~ s S' ~o ~KC ~on/ ~J Footing Slab. Tie Beam Lintel Nailing /Sheathing Framing /Cover Up Insulation Final Building Topout Final Final Final Final [~- Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEA~IINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034494 Date 1/04/07 Property Address 753 ATLANTIC BLVD Application type description SIGN PERMIT Froperty Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 3.5'x 12.6'/38.75 sq.ft electrical sign ---------------------------------------------------------------------------- Owner Contractor O.U.R. PROPERTIES, INC. CNS SIGNS, INC. PO BOX 330448 Q/A:BRINGLE, KENNETH ATLANTIC BEACH FL 32233 263 SOUTH EDGEWOOD AVE. JACKSONVILLE FL 32254 (904) 733-4806 Permit ELECTRICAL PERMIT Additional desc . Permit Fee 185.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 7/03/07 ----------------------- _ Fee summary ----------------- -------------- Charged ---------- - --------------------------------------- Paid Credited Due --------- ---------- ---------- Permit Fee Total 185.00 185.00 .00 .00 Plan Check Total .00 .00 .0.0 .00 Grand Total 185.00 185.00 .00 ~ .00 PERMIT I3 APPROVED ONLY IN ACCORDANCE WTPH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII,DING CODES. Property Address PLAN REVIEW COMMENTS Permit Application # _ ~(p - ~ ~ R~ Applicant: Project: CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Publie Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904} 247-5800 (904) 247-5834 (904)247-S84S Fax (904)247-5843 Fax Routed to: . Doerr arper D. Kaluzniak Public Safety ^ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: ~L i~~ as G E i~ai r~ wyd '' .~ /S • 7 ~ To G Iv ~/ ~S d=. /~~ ~ f ~ ~ GQ v 7i T ~~ ~ /r/~i~s' 3, a a S ~/ d'it/ G REVisE .3. e? Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the orrec epartment may delay your permit from bein issued. Reviewed By: ~__ ~a' ~.-- Date Contractor Notified: Date: '~ ~/ '/G/G~ ~ ~6 -ti'ti f~~~ ~~ FILE COPY This permit application has been: ~~' «..~ , _~ CIT'~ Off' ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Yro~crty Address:~:~-st~l~` ~ 1 ~ ~~ ~`~~rri"a~~_ ,~~ PU ~~..~t . t-- Owner: ~ ~~~~~~~~~, ~{ ~~-: 'telephone #: ~G~-~~j,~~S~ Contractor: ~~ ~~::~ ~;«h~=, E }-~f!1~~~ '1'elr~hone#:r~U`~`~-~~ ,~_~ ~, Contractor Address: ~?tv.3 ~ ~:~ ,~~,Y.>.. ;~~ Fax # ~t'`* c¢ ?`~- ~r'i~~C ~``` ""-~-~ Contr:~ctor Signahire: --- _ _ --- In amsidu ~Uon of permit ~ivc:n tier do ~ v . ~ s e r~~l,rihed in the"a _ atc-r~~en[. dve ltereb~~ agree to perform sail) worn in accordance With the attached plans and specifications tvhie:h aru a part hcrcot~ ~md ioi ae:eordancc with the City o} Atlantic fieach or(linancc and standards of ,00(1 practice listed therc,m Building: t3uifding Type: U 'Trailer Ser vice: If other construcuun a U NCW D Residence U Tc -rip. ~j Nety being done on this buddin, ^ Ofd ~~ COI"I1-1101"Ctel! ~ ~I~n~S lJ Or site, list the building f-lcreaSe t'ermit number. U Re-Wire ~ Addition Sq. Ft. =L~T_ a Repair Conductor Sice: AMPS: COPPER [] AL.fPMlNfJ~~1 ~ ~ Sw-tch o- ~ RAC~~ Breaker Service E i ti AMPS PH W - --_ VOLT -. WAY RACE s ng x ~:~izc - --- AMPS • PH i_ u VOLT ~~;~ WAY Meter NUIT-hCY Feeders: NO. SIZ)/ NO S(7_Fs NO til/_E - ~ - I,i~~hting Outlets CONCE-;ALEU ~ OPEN - --- Receptacles - ~ CONCEAL,EU -_- , .-- _-- OPEN --- i -- h W I I C t s ------~--------._.LL -- ------- ~ fn(.and(35CCf1t MV ~ hixc~d o ioo ~Mt~s ovt:.R ~ E3C.LL ~- j Applianc(s ___. _._ ---- "1'RANSF'ER. Air f-LP.RA"1'1NCi E-I P f2t~TlNG CEILING KW-HEA"1~ Coj~ditionu~,; -_ COMP. MOTOR OCE[P,R MOTORS r AMPS fdEAT -- Motors U-I H.f'. VOL E'A(,f PH ~ NO. ~ OVER (H.P. PHS - , ----- --- -- "!'t~nsform~ts - UNDIRbUUV _ .. ---- NO. - - - -- - t - --- - --- - --- ------ - ------ OVt'KGOQV KVA __ NO. KVA _~ No.Neon I ransF. I G~- Sign --- -~------ ~ ---- - M~sccllaueous / -- -------- 1 T ~ - ~~ ~_' ~ 1 800 Seminole R<,-ad • Atlantic Beach, Florida 33233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atl~u-tic-beach.fhus Reviet'ri 114 THE COMBUSTIBILITY TEST DATA FOR 1/8" THICK SHEET IS: SELF-IGNITION TEMPERATURE AS MEASURED BY ASTM D-1929 IS GREATER THAN 820 DEG.F, R CHES P IS NO M R MINUTE, AND THE SMOKE DENSITY AS MEASURED BY ASTM-2843 RE THAN 5%. 5" VARIES M-1 __.. ~ M-2 - M-13 M-1 1 I .I n M ; _ _ -3 ~ M-8 ~~ - ~ 1 ~~ ~ _ .~ M-4 ~~- ~ ~ ~tt-zc ~< ~~ ~ ~ Q -- 4 ,. ~ `C y M-5 11 Y, L/' U M-6 ~- - M-10 M-12 X 3 LETTER SECTION SCALE: N.T.S. MATERIAL DESCRIPTION M1 .040 ALUMINUM RETURNS PAINTED BLACK EXTERIOR FINISH. M2 1"RED )EWELITE TRIM CAP M3 3/16" WHITE PLEXI GLASS FACES W/VINYL OVERLAY. M4 15 MM NEON TUBING. M5 DOUBLE BACK ELECTRODES WITH U.L.APPROVED ELECTRODE BOOTS AND 15,000 VOLT GTO WIRE. M6 STANDARD 1.75"GLASS NEON TUBE SUPPORTS. M7 1/4"WEEP HOLES AS REQUIRED. M8 TRANSFORMER BOX M 10 30ma TRANSFORMERS (SIZES TO BE DETERMINED WITH NEON FOOTAGE). M11 SERVICE DISCONNECTSWITCH. - M12 PRIMARY WIRE FEED SUPPLIED BY OTHERS. M13 M14 URC~NT- ATTI~k ELECTRICIANS CIRCUITS REQUIRED f~WUL2161 CzF.P. SICiVTRANSFCRNER U REGU RE THAT ALL C] RCU T5 MJST HAVE TO B E ® L C~CATEDH~ N^UfRN, CTtO,Jf~D DETERMINED TERM NATI NG AT PANEL_ (120 VOLT) REQUIRED SIC3~1M.bTBE(~tCUNCEDINCCNPt1ANCEVNTH ARIL CLE 600 CF 11-E NAl1CNA1. EI.ECIRI C CCCE oB:~~~~-~- Loc.: 753 ~~~~<<$asd . MALL: COMPLIES WITH: F BC 2004 WIND SPEED =13 WIND EXPOSURE APPROVED AS SUBMITTED APPROVED AS NOTED RETURNED FOR CORRECTIONS SjG N E D _...-_...---------------...------- ___..__......_...------...------- •//~.~ D........_ ...................................... ..._._._..........._..__......._.._.__...__.._....._.._....._ _..... _ . AS NSP CT THIS DRAWING & CHECK APPR( B SIG X BACK A COPY. CNS SIGNS V1~ RESPO SI 'ORS UNDETECTED BUT A BY Tt-IE CL..I - CTION CAN NOT PROCE DRAWING HAS E IGNED & RETURNED. DEL! RETURNING PROOF ILL AFFECT SHIP DATES. OU TING HARDWARE AS UL NUMBERS: G55: -~~~ go!-Fs ~~fs ~,`~ SPACE #: DATE; ~~ ~' ~~ BY:__~~~~ SCALE: N?'S SQ FT.: ~~i75i'~ THIS PRODUCT IS LI ETL TESTING LABOR AND BEARS THE I INSTALL W ACCORDAI THE NATIONAL ELECTR )mph =C 'RIATE L NOT BE 'ROVED i UNTIL SIN R FBC 2004. (3/8"Thru bolts MINE PER LETTER store front = 60'-0" i~E Sr. 1~~ ~ ~~~ ~ ~~ ~ ~ r ~ ~ '122 - G5537125 / fnf coat 3'-2" x 12'-6" (38.75 sq. ft.) ~~~~~zS-33(o3 /~ i2-1aaloCp 'ED BY THIS DESI IS THE PROPERTY OF CNS SIGNS, INC. 'DRIES NO TRANSMITTAL OR DISCLOSURE SHALL BE MADE TO ANY PERSON, FIRM, OR CORPORATION WITHOUT PRIOR WRITTEN APPROVAL. ARK ;E WITH 263 South Edgewood Ave. (904) 425-3363 CODE ~~~~~° ~ ~~ ~ ~ ~~~~~ Jacksonville, FL fax (904) 425-4946 1 ~Irrd~ss~-YI1~,~~~~E~ ; HP Offlcejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Dec 28 2006 10:11AM Last Transaction Date Time Type Identification Duration Pages Result Dec 28 10:10AM Fax Sent 94254946 0:38 1 OK A ~ " 4_ Job Address: CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: ~FCc~VYIDE~ ~ ~~D~ Owner's Name: ~, u. ~, ~-~T .~~'~T f'~S/'T14G _ r Address: , Q ~ ny~ ~ ~~ cu n~--Is ,,~ Q ~ '~~~ Phone: (b ~ ~~ ' ~~ ~~ Legal Description: Block Number: Lot Number: Zoning District: Contractor: ~.~j ~i~ns~T ~ State License Number: ~vb~a~S~S Address: o~ ~~ JOu-tVt ~~Gt~ 1(' /LCa L° - Phone: Qj~{-~o2 ~- ~j (0 ,3 City: ~ (~C~Spi/lt)I` ~~~ State: ~.. Zip: ~J~S~{ Fax: ~('Q~-~~.5-4~~~~ Electric Permit Required? ~ Yes* ^ No *Electrical Contractor: ~~ ~~1n~.~1 ~ r i N4 f Dimensions and total square footage of sign:~j ~ ~ ~~ X ~~ ~ (g ~i - ~ ~ , 7~~~-~-~-, Please provide two (2) copies of application and the followine required inf~rmati~n~ 1. For all Freestanding Signs, include including height and distance from include elevation drawing showing 1 if any. 2 3 4 Provide linear frontage of office, bus Provide completed owner's authorize Other information as may be require I hereby certify that all information provided Signature of Owner: [ hereby certify that I have read and examine, laws and ordinances governing this type of w a permit does not presume to give authority to violate Dances, or laws in any manner, including the governi~ -~_ .rstand that the issuance of this permit is contingent ~ porting data have been or shall be provided as requirE C Signature of Contractor: Date: ~ C -c~cwt ~" 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us ~ination, pensions >f Signs, fthe Page 1 Revised 1/30/03 Y ..+ ~J w_ ~y ~ft i'Y CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: Job Address: 753 Atlantic Blvd. , Atlantic Beach, FL 32233 Owner's Name: O.U.R. Properties, Inc. Address: P. 0. Box 330448, Atlantic Beach, FL 32233 Phone: 9U4/24I-1151 Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Address: City: Electric Permit Required? ^ Yes* ^ No Dimensions and total square footage of sign: Please provide two (2) copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance ftom property lines or right~f--ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all info tion vided th this application is correct. -_. Signature of Owner: Date: ~ ~z.~"~..s., ~(~ (o I hereby certify that I have read and examined ties application and know tl~e same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. Its; granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: {904) 24'7-5800 Fag: (904) 247-5845 http://www.ci.atiantic-beach.lLus Phone: State: Zip: Fax: *Electrical Contractor: Page 1 Revered 1/30/03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Petra Management, Inc. Mailing Address: P. 0. Box 330448, Atlantic Beach, FL 32233 Phone: 904/241-1151 Fax: 904/241-0678 )rMail: mfarwell@petramanagement.com C-DNT2~3G'77lZ AS TO 9~I~: Sworn to and subscribed before me this State of Florida, County of Duval day of December , 20 06 . Notary's Signature: ^ Personally known ^ Produced identification Type of identification produced D~.3NE2~ AS TO Sworn to and subscribed before me this ~ '' day of , 20 ~4 . State of Florida, County of Duval Page 2 Notary's Signature: [Personally known Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1130103 LETTER OF AUTHORIZATION AFFIDAVIT To Whom It May Concern, This letter authorizes CNS SIGNS, INC. (or their Agents or Sub-Contractors) to act as Agent to secure permits or variances required by local governing body, and to perform sign and/or awning installations, removals, or maintenance at the property located at: 753 Atlantic Blvd. Atlantic Beach, FL 32233 n ~~- ~. Signature of Owner/Authorized Agent Chris Hionides Printed Name of Owner/Authorized Agent NOTARY State of Florida County of Duval ,~,L Sworn lp and subscribed before me this * State of Print or Type Commissioned Name of Notary Public Personally Known: [ ~ Or Produced Identification: [ December .20 06 Type of Identification Produced: Commission Expires: Address and contact information of person to receive all correspondence regarding this application (please print). Name: nM2 I Mailing Address: ~ I 1 Phone: Q~~S ~ 3 3~ 3 Fax: - E-Mail: AS TO OWNER: Sworn to and subscribed before me this State of Florida, County of Duval day of Notary's Signature: ^ Personally known ^ Produced identification Type of identification produced AS Ttl CONTRACTOR S•.vom to and subscribed before me this ~~ day of ,~~_~`Pl~r , 7012._• State of Florida, County of Duval Notary's Signature: __^ _ _ _~~,~,C.l~L.~- personally known ^ Produced identification Type of identification produced ____ NOTARY PUBLIC-STATE OF FLORIDA ,''"""' : Margo E. Marino Commission ~ DD607914 ~''•...,,,..~` Expires: CiCT. 23, 2010 BONDED THRU AIlA,`TIC BUNDlNG CO., INC. 20 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 2.17-5845 http://www.ci.atlantic-beach.fl.us Revised 1/30/03 Page 2 -- THE COMBUSTIBILITY TEST DATA FOR 1/8" THICK SHEET IS: SELF-IGNITION TEMPERATURE AS MEASURED BY ASTM D-1929 IS GREATER THAN 820 DEG.F, R CHES p S NO M R MINUTE, AND THE SMOKE DENSITY AS MEASURED BY ASTM-2843 I RE THAN 5%. ARIES M-1 M-2 ,' u M-13 M-11 M-3 - X 1.X M-8 _ ~ -~~~' -~ ~~ ~~ M-5 ~~X /• '~' x 1 J M-6 ' ' ~ M-10 M-12 ~ ~: M-7 ,/~ LETTER SECTION SCALE: N.T.S. MATERIAL DESCRIPTION M1 .040 ALUMINUM RETURNS PAINTED BLACK EXTERIOR FINISH. "d~D JEWELITE TRIM CAP M2 1 M3 3/16" WHITE PLEXI GLASS FACES W/VINYL OVERLAY. M4 15 MM NEON TUBING. M5 DOUBLE BACK ELECTRODES WITH U.L.APPROVED ELECTRODE BOOTS AND 15,000 VOLT GTO WIRE. M6 STANDARD 1.75"GLASS NEON TUBE SUPPORTS. M7 1/4"WEEP HOLES AS REQUIRED. M8 TRANSFORMER BOX M10 30ma TRANSFORMERS (SIZES TO BE DETERMINED WITH NEON FOOTAGE). M11 SERVICE DISCONNECT SWITCH. M12 PRIMARY WIRE FEED SUPPLIED BY OTHERS. M13 M14 URC~Nf- ATTI~k ELEC.-TRICIANS CIRCUITS REQUIRED U t~W LL 2161 C, F. P. SI C1~I TRMbFCRM32 REC1,.1 RE THAT All O ROUTS MJST HAVE TO B E pEgCATEDf-IOr NEUfRAt, C~2CUt~D DETERMINED ® TERM NAZI NG AT PAIL (120 VOLT) REQUIRED SIC{JN~bTBECRCUJCfDINCCM=t1ANCEIMTH ARTICLE 600 CF T}f NATICN/aL ELECTRIC CCCE COMPLIES WITH: FBC 2004 WIND SPEED =13 WIND EXPOSURE APPROVED AS SUBMITTED APPROVED AS NOTED RETURNED FOR CORRECTIONS SIGNED DATCC7 . _..__. __. __ _........ PLEASE INSPECT THIS DRAWING & CHECK APPRC BOXES, SIGN, & FAX BACK A COPY. CNS SIGNS WI RESPONSIBLE FOR ERRORS UNDETECTED BUT AF' BY TFiE CLIENT. PRODUCTION CAN NOT PROCEE DRAWING HAS BEEN SIGNED & RETURNED. DELA' RETURNING PROOF WILL AFFECT SHIP DATES. MOUNTING HARDWARE AS UL NUMBERS: GSS: OB: LOC.: THIS PRODUCT IS LI: ETL TESTING LABOR AND BEARS THE II MALL: SPACE #: INSTALL IN ACCORDAf THE NATIONAL ELECTR DATE: BY: SCALE: SQ FT.: 0 mph =C PRIATE LL NOt BE f~ROVFD D UNTIL ~S IN .R FBC 2004. (3/8"Thru bolts MIN 4 PER LETTER) store front = 6~~-0" 3'-2" x 12'-6" (38.75 sq. ft.) 7122-GS537125 TED BY THIS DESIGN AND DRAWING SHOWN IS THE PROPERTY OF CNS SIGNS, INC. NO TRANSMITTAL OR DISCLOSURE SHALL BE MADE TO ANY PERSON, FIRM, .TORIES OR CORPORATION WITHOUT PRIOR WRITTEN APPROVAL. ARK CE WITH 263 South Edgewood Ave. (904) 425-3363 :CODE ~~~~~~ ~~~° ~ ~~~~~ Jacksonville, FL fax (904) 425-4946 ~~ ~(~~.~ ~IZN~~~~~'~,~~-~TE~ ~~~ ~`~~ CITY OF ATLANTIC BEACH ~~,= .~ ELECTRICAL PERMIT APPLICATION Property Address: ] e~ ~~i n~-t~ ~ , , ~~-~avL~ ;~lf`~eQC,~,tt ~~ Owner: `^' T~~ ~} I,~. ~~,~np~-jam; l.~nc~_, Telephone #: gG~al_ Contractor: ~ ~S ~tah~ , ~ ~n _ Telephone#: t0`{~a5-33~~ Contractor Address: x(03 ~, ~~ - Fax #: ~D~- ~~~-~q~ jo TaC.~~s n ~L 3 ~a5 Contractor Si nature: In consideration of permit given for do s es ribed in th a atement, 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 ractice listed therein. Building: ^ New ^ Old ^ Re-wire Building Type: ^ Trailer ^ Residence ^ Temp. ® Commercial l~f Signs ^ Addition Sq. Ft. ~(~ Service: ~ New ^ Increase ^ Repair if other construction is being done on this building Or site, list the building Permit number: Conductor Size: AMPS: COPPER ^ ALUMINUM Switch or Breaker AMPS PH W VOLT RACE WAY Existing Service Size AMPS PH W ~ VOLT ap RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL A liances TRANSFER. Air Conditioning H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous ~ _ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 _ _._ .._.__ 31, PAG S 1 ~. .._._... _ ...__ -.. _...__ ......_..___._._.- ..._.. __.. , ,~ T x o 0 (J IV I T . , '~r o ~ .~ ~ LOT 6 LOT 5 LOT '~ LOT 3 LUI' D LOT FoVNO 1/Y1.r. FOUND 1/1LP• . I,B 8788 4.01' NO CAP. Z,es NORTHEAST NORIHFIE3T ~~,m 1~2 I.P. 5 85'37'2 E 157.15' D C 5 85'37'Z7" E 145.g0'DEED RO cAP. 88'52'48 E 145.OZ COMPUTED .v. 2509 PACE 580 ~ DISj( ~ P ... .. ,.:~ ..:~ .~ .. '.''7 •` ~ $ '. ~} •38.7 N 13.70 l1NE n4 $?- ~ ,< 8.68' s !~ v 1•. (j ~ { ~ { O J' ~ ~ ~ ~ m' i. I ~ ,, _ , ~ ~ / ... ~ A ~ ,~ ~ ' I r~ SpiCCO BVM1N0 1 111d ~ ~ N 5i~~` ~ ~ ~ji;~. .I7! ' iq In Vi 11 0 w 111;~~ ~ ^ ~~ ~~ .. ~ .~t'. .~ ;, 8.48 - }: 1 711.00' O ` S . '.~ • I~ ~. ~ I~• _ ', ON I,1NE ,1.~ . ;,'; .. ___~._ ti , FOVNO NA(l K.1 ~ • . # .. 0151( 1.8.8735 ~ { i '-r* M 0 3.srHDrsTM~s , j~. D2 ~t •. • . t Z5 5.48,80- N, p2, Z; 3 .w -~: .. Z5 ,0• . , t ° ,,p~~ ., ..._i P'a~ °p fD)fc~e•' ' • • . : zas.4s'co eo -' - _ ~ • '"' : ~. \ sET NAn a: ~ .. MPUTE(~, . ' OI5K~ _ _ _ __ _ - ~ ~ ~ FOVND NAIL M ~', I y 00 k 7 00 77 ; , 0151( LB.6739 t. ri ~ WOOD-BURDitjO f~~'7: F 1~ 3.50'NOAT51WE5T ,~,'r Y- ' }} 1' i'': x ~ . .:. I ~ I SET NAIL k W . ~ `. )1 D ~ 4 " ;n DISK . '. • .' ~ .: ... . • oeB. .. N 28.08`4~`C~ •• • -.• 185:17 D C •• .• I :~. ;. -._~~i 3g 0 89'13' 58"• W • ~. - ` •• ' ~'"' t. SET NAR ~ $ 5 OZ32'OB' E ' ` ( I~. . 11'J4'Z3" FOVNO ry~l ~ 0151( ~ 68A4' N 00'41¢{.' W' ~' S 173.51 0151( LD:6755 •' p1i.Ot0. i------ , },{ ~ . , 4j 35.05' 3 6I•NOnn+wESr PACrE 100 ~ .. ' j~+ •' . t • ~,•--,- o. R• Y 3148 O.R.V. 0324 PACE 605 ~'~~~2~ ~ • • •'~ :~,{1t, , ~~/.•~ IJ~~~ ~a ' ~ ~ i ' ~ d ~.c .: I~ o 0 l-1`(~ ~~'Ct~,`~ 13,2)^) 15 .. ,., ~ •': g~ C~ ~ 1 .~.~' • (.. n GOM~~1' ~ C.~-' s ; e r. • ~ • ~ ww ::., •• ' ~,1Y ~! ;l ~ .. ' P.O.B. PARCEL 1 j ' - FOVNb Z'PIPE ~ ~1.~ ~. ,Ilyi~1 ~'. : ' ^ ~~~ ~~• r NO CAP. •~~` •' - FOUND R-CUT• 5 89'13'60 ~ ~e nnZIJ4/Wl 18Rn IITT FVARD I (~: ~~L ~. Z ,~~ ~Q w i i CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # (~(P ~ ~~~ Property Address ~~7 Applicant: Project: D. lCalurniak Public Safety ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. l[teviewed By: ` Date: D~' 03 D7 Date Contractor Notified: This permit application has been: Approved as noted by the ~ _ Department. Final application approval most c e from the Banding Department. -,. ;` , -:~~ ~~ Job Address: Owner's Address CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: e ~, ~ ~~ ao~ Lega] Descripti/o1n: Block Number: Lot Number: Zoning District: Contractor: C N ~ ' State License Number: 1= ~ ObC~ ~~--- Address: j V Phone: ~Q_ ~ =~a~~~_~ city: .~ c~ck~.a-~vi~ I2 State: ~(=Zip: ~~~~ Fax: _ 7 ~T - ~,~. ~ - ~~~ f~_ Electric Permit Required? ®Yes* ^ No *Electrical Contractor: ~~~ r,~ Bfl' ~ ~~ Dimensions and total square footage of sign: ,3 r- ~ ~~ X° ~a t ~ ` 1 t 3g 7JC S 9'~'T Please provide two (2) copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of--ways. hor Wail, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide Linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. 1 hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provi d as required. Signature of Contractor: Date: ~ ~ C. 2 rit CJ o (- lg~, aQt~(~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 1 Revised !/30!03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: ~ ? YIVtC?~-Vl 4J~' j 'yLL Mailing Address: ~ (~~•~rj S ~~ Phone: `/ OL{ ~ ~,~ ~,7 a~-~ ~ F AS TO OWNER: Sworn to and subscribed before me this State of Florida, County of Duval day of Notary's Signature: Personally known Produced identification Type of identification produced .4S TO CONTRACTOR: Sworn to and subscribed before me this -~~ day of _ _ J~ ~q,-,~--~ - -- , 20~. State of Florida, County of Duval Notary's Signab.ire: __ personally known ^ Produced identification Type of identification produced _ _____ _ _ NOTARY PUBLIC•STATE OF FLORIDA .•'"""'•% Margo E. Marino ;Commission # DD607914 '%.,,,,,~.••' Expires: OCT. 23, 2010 BONDE.~ TNIIU ATtANT1C 60NDING CO., tNG Page 2 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Revised 1/;0/03 20 m ~'a...`.-'~'`~r i ~s ~~ -: nF':1JS t~r' Job Address: 753 Atlantic Blvd. , Atlantic Beach, FL 32233 Date Owner's Name: O.U.R. Properties, Inc. Address: P. 0. Box 330448, Atlantic Beach, FL 32233 Phone: 904/241-1151 Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Address: Phone: City: State: Zip: Fax: Electric Permit Required? ^ Yes* ^ No *Electrical Contractor: Dimensions and total square footage of sign: CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Please provide two (2) copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from properly lines or right-of--ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide lineaz frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all info ~ tion vided th this application is correct. -_. Signature of Owner: Date: ~ ~ ~ ~ i7 L. I hereby certify that I have read and examined this application and know the same to be taste and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.tl.us Page 1 Revised 1130103 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Petra Management, Inc. Mailing Address: P. 0. Box 330448, Atlantic Beach, FL 32233 Phone: 904/241-1151 Fax: 904/241-0678 E-Mail: mfarwell@petramanagement.com LCNTrl3C~R: AS TO AVt~£I~: Sworn to and subscribed before me this day of December 20~(Z. State of Florida, County of Duval Notary's Signature: ^ Personally known ^ Produced identification Type of identification produced C b.w N E2 ' AS TO ~. Sworn to and subscribed before me this day of , 20 ~~ . State of Florida, County of Duval Notary's Signature: Personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1;30r03 LETTER OF AUTHORIZATION AFFIDAVIT To Whom It May Concern, This letter authorizes CNS SIGNS, INC. (or their Agents or Sub-Contractors) to act as Agent to secure permits or variances required by local governing body, and to perform sign and/or awning installations, removals, or maintenance at the property located at: 753 Atlantic Blvd. Atlantic Beach, FL 32233 .. n ~~ ._. ~ .~ Signature of Owner/Authorized Agent Chris Hionides Printed Name of Owner/Authorized Agent NOTARY State of Ftorida County of Duval Sworn ]p and subscribed before me this ~ _ day of December , 20 06 State of Florida Print or Type Commissioned Name of Notary Public Personally Known: [ ~ Or Produced Identification: [ ] Type of Identifiption Produced: Commission E.Ypires: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034110 Date 10/24/06 Property Address 753 ATLANTIC BLVD UNIT 1 Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc TENANT BUILD OUT ---------------------------------------------------------------------------- Owner ------------------------ Contractor ------------------------ KNIGHT ELECTRIC LLC 13997-4 BEACH BLVD JACKSONVILLE FL 32246 (904) 247-9884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 4/22/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 105.00 105.00 .00 .00 .00 .00 .00 .00 105.00 105.00 .00 .00 PERNIIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ;" ,: z•d ~,,.,. "'' ~ ~~ CITY OF ATLANTIC BEACH °~ ELECTRICAL PERMIT APPLICATION J 9 r / /~ 1fat+e:__l~L~~[~~ Property Address: ~ ~~ ° ~ ,~ TG's i TG ~i'wi{. Owner. 1~// Telephone #• Conttactor•. I~'y';~~f ~~~l~J~- (.(_L TebDgbone#: ~~ -7~'J'y Contractor Address: .3 ~7 ~tG, r~(µ~`~.t. FAQ / ~2Zt~( Ftu #: ~~7 ~Il.~~ Celntractor afore: Y I "` In cppsidaatioa of permit given Sot doims tDc work m described ut 1fw about slatemeai, we hereby ague to petfetm said wwlt in eeeardrsa wUb the astached p4ua and apacif-atiaaa which arc a part hereof sad io accadanee with the City of Atlantic Bach ordieaact and standards of listed thercitt Bu itig: New o Old O Rawitc Buildistg •rypG o Trailer O D Temp. Commercial D Signs o Addition Sq. Ft. Service: d New o btcrease O Repair if ahc oomcvctioa b ~d0"0 °1 ~ ~'g°a Qr sift; list a3c iat7ding pmt atraber Conductor Site: AMPS: COPPER AL UMIIQ[JM Switch or Hr~eaker ,~ AMPS ~~ PH 3 W VOLT?~'rY RACE . ~; WAY .~ Existlog Service Sim AMPS PH W VOLT RACE WAY Meter I~fratber 75~- ! Feeders: NO. S1Z,E NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rees tacles CONCEALED OPEN Switches Incandescent Fittoreaeenc dt M.V. Fixed o.loo~nses ovlae BELL A ~~ TRANSFER Atr Conditionin H.P.RATITIG COMP. MOTOR N.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PEI NO. OVER 1 H.P. PHS Transforrners ~Rb00V NO. KVA NO. KVA No.Neon Transf. Ea. Si Miscellaneous ( G l (~.`( 800 Seminek Road • Atlaatie SeacN, Florida 32233-5445 Phone: (9Q4) 247-5850 • Fax: (904) 247-5845 • htta:dwww.ci.atlantic-Ixach. R.us Rcvisod 1104 E486 Gbz 406 ~tu~~al3 ~y9iu~ dZ4:Zi 90 BT ~~0 Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 24 2006 + 4:32PM Last Transaction Date Time T~ Oct 24 4:29PM Fax Sent Identfication 96654470 ~~i~ Duration Panes Result 3:0~ 3 OK ~. HP Office)et 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Oct 24 2006 4:25PM Last Transaction. Date Time Oct 24 4:24PM Twe Identification Fax Sent 92479843 ~,/~/~y~7- Duration Pages Result 0:51 3 OK ~. ~ , City ofAtluntic Beach Petmitlnfor~nation To: JEA Electric Order Fulfillment, (Fax No.: 665-73'72} Attention: Carol Schweizer/Lorie Craven, 21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit # !~ ' 3 `~/~ ~ Date: /D ~as Service Address: Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New Service Increase Service Repair Service Rewire Temp Pole ~ ~~ ~ M-Home Subfeed Heat & AC Other Other Description: ~ - 3~i~~ L_I ~___) Service Type: j_jOverhead (Repair/Replace) [`j,Underground (New Services) Building Use: (Residential ]Church ]Environmental ~jM-Home [~/Commercial [„-]Other Other Use Description: Service Size: 3 ew Service: Amps: 0~0 D Volts: ~ ~ ~ Phase: Eacisting Service:Amps: Volts:, E-mail: cravli cc,iea.com or scl~~vciti ra 'ea.coin or reson~,cnr jea.co~i~ ~~ ~-~;TS Phase: ~ ~ ,~~ PEE ~ ~ ~~ CITY OF ATIJA~TIC ~~~CA i ;, a~ 800 SENIINOLE ROAD ~., _..- .~ , =~ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00032916 Date 5/03/06 Property Address 753 ATLANTIC BLVD Tenant nbr, name INSTALL 45 FIXTURES Application description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ OUR PROPERTIES STYLES SMITH PLUMBING, INC 1537 PENMAN ROAD ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-4131 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee 350.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 10/03/06 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 350.00 350.00 .00 .00 350.00 350.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDIlVANCES AND THE FLORIDA BUILDING CODES. ~, _ ~' 5 ", p ~.~'~~ ~, A: BUILD~P~G~ FFICIAL 1`` CITY OF ATLANTIC BEACH. ,,. ~, ~ ~r ~~=<< '' ~' ~ PLUMBING PERMIT APPLICATION Property Address: ~~~ ~ l~ (/ ; ~-, Owner• Telephone #• , " ~ ~ ~ ____ ~ ~ T ~~5 Contractor U eIephone #: r Contractor Address: l ~~~ ~ ~e~rn ~-~ 1 Paz #: a~ Q ° ~(3(~~ 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 ordinance and standards of good ptae:tice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: tf other construction is being done on this building or site, ~^ New ` list the building permit number: /^ Re-Pipe Number of Fixtures: Bath Tubs ~ Showers -~-~- Closets Shower Pans Dishwashers _____~~ Sinks Disposals ~ Urinals Floor Drains Washing Machine ~V Lavatory ~ Water ~- Sewer _~~_____ Water Heaters ~--+--- ~(`1 ~1 k't Other ~o t,-~--p~' ~~ Fees Permit Issuing F $35. Total Fixtures: $7.00 +$35.00 = 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247.6800 • Fax: (804) 247-5845 • http:i/www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00031951 Date 1/05/06 Property Address ATLANTIC BLVD Tenant nbr, name TREE REMOVAL Application description TREE PERMIT Property Zoning TO BE UPDATED Application valuation 0 Owner ------------------------ O.U.R. PROPERTIES, INC 2275 ATLANTIC BLVD NEPTUNE BEACH FL 32266 Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit TREE PERMIT Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 1/05/06 Valuation 0 Expiration Date 7/04/06 Special Notes and Comments ATLANTIC AND ROYAL PALM DRIVE, LOT WEST OF 751 ATLANTIC BLVD. APPROVED TO REMOVE ONE 12" CABBAGE PALM FROM EXTERIOR ZONE AND ONE 12" SABLE PALM FROM EXTERIOR ZONE TO BE MITIGATED BY ONE 12" CABBAGE PALM AND ONE 12" SABLE PALM. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIt.DING CODES. ~~ BUILDING OFFICIAL cmr of aTLAnmc BEACH TREE REMOVAL APPLICATION All applicatlons must ~ submilbd with two (2~ eopies and recehred by 5:00 p.m. on the Friday ten {10) days txtor b the aeMehedtied aatsettt-{I b ceder TA hs plated on the eyseds~ Nt1tAMtM.E1'E APPLICATIONS OR INACCURAT611/ MAItlCtEO SITES WILL NOT tiE rROCESSlO. Appliwrete -Name: ~!-f~ ~i~r~Z~rrT``~,, ~ ~~ ~~ ~~~~ Telepleoree R r y,~s___~~~ x~~ _. Address or Lspd Dsaulptlon ~-~ ~,~ •`(~ /- . Of Tree Removal Slb ~ (a legal daaaripUon. OW eJnesst Yift Y r. l ~~~ cross street /~~ ~ ~t~ `~ R.uorr for Propo.w LOT Gt) E S I O F '7 S 1 /~ T C, Tree Removal `.~ -~ • Has fhls sib been tD the Tree Bwrd Before9 (Circle) YES /'NO ! NOT SURE PIeaN provide the fotlowinp IMorrrMtlon: ~~ 8iTE PLAN?REE 8l1RYEY irrdicatinp: a. Fxistirt0 and proposed a0nxxrxes. b. Location d utilities and easements as applicable. c. Location, species and else d all trees with Diameter ee Breast flerght (D.B.H.) d six inches tx more. d. Location, species and srm d all trees to be removed should be dearly marked with en •X'. e. Location. spades and sins d all trees to be preserved orr~ile -or repleoenterrt rrxut be marked ~~sRT• f. Location, spsci~ and size d any proposed new replacenteM trees marked with a arcle'O'. g. Location spades and size of ap bees to be pnuarved onaite with btarriradf0 d tree drip line noted. t~iSTTE REQUiREIAENTS: a Barrfcadinp d tree dUip line ofd) tees to be prwer+red. b. Addrssallepd desaipdon must be posted in a conspicuous nwrNrer on sits. c. The property corners must be marked by stakes or paint irrdlcatinp the loL d. Alt trees idsr>tifled for removal CBE DAI4R1tED tNl-SITE t3Y ~n0, Paint a a ~ bees fo be putassrved nn-a3ts far mifiyetian 11U87 be moulted widh ~J,.LrFMwFFU paint w tape. eb awew aws ~ AtlrYe asset, Fl 7me>tsus Prey. NMIQ•ifM • Fete lN9 ZtOiq' ~! tr... ~ .ra or.r era ~ ~~~~ The property comers must lie marked by stakes or paint indicating the lot. Afl trees identffied for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. All trees to be preserved on-site for mitlgaGon MUST be marked with BLUEIGREEN flagging, paint or tape. B00 Seminole Road, At~Mic Beach. Fbrida 32233 Tebphaie (904) 247 i80Q Fax (804) 2475848 1 of 4 USt TREES PROPOSED FOR REMOVAL: Choose one or a aomWnetion of qis fotlavvlrty to compensate for trees removed: a. Plant rww trees on sit '~ aye and et 1M cfsrerh rate. c. Protect (save) other trees that qualify end mark trees to Da protected on efts. d. List in ttre cdumns bekNV M disrfrotef inches, for your choice of mftiyetlai or replacement trees by irtd»s. SP tE8 f]IAtIiETER OF TREE PLANT Nit?W TREES PAY 1NT0 TREE FUND PROTECT (~ ~ i (~~~ `~ ~~ i X x e~pulur. Comxvetlon Board Chair gate I HE BY AGREE T COMPLY VMYN ALL PROVISIONS OF CHAPTER 23, ARTICLE fl, TREE 1?R CT N, ALL OTHE ICABLE CODES AND ORDINANCES OF//AyyT~~--L,ANTIC BEAC1~. ~2~ ~~~/ .../---~ X2.8, is ~ oats (') Dismster st aresst -wyne (D.9.H.), k rmwursd art •.s fast above pals. To aoaurshly aMxmN,e esmeter, mder.o tlr tnsV< draxntsrsna and dMds by 3.14- t)Iemsbr of mJlFtrwdced trsa b dsHmiNsd by eddlnp mpdhar the dumeter of seoA hst» nropured ImmsAs4y ebovs aye foda. ('") IrAwbr tom: Or~ade/he]tfbot trorfhesr esLeob end ths7.6 Tsst s10e setbedw lase dNprem an 1rAmWq peq). (") E~lerbr Zom: YVladn an 24fod fiontlrwr sstbeoks and tl» 7.S fast gilds sst6edn (see dlepem on faMovdnp pspe)- aNamimbllor • llasrlia Wt~ K 7miipf Paers (taQlBdMa • Fsc 1MN 2f7-pad McNt Ir~W../ ~~~ CMOICE3 FOR REPLACE111EtiT: 0 0 ___ ~. + ©GOPYRIGNT - J.DEvINE f996 CNoI to ecele) 5 - 12" PALMS 2'HEIGHT TRUNKS 18" PALM ' CU7 (SAVE IF GRADING OF POND ALLOWS) SAVE (APPaowuA~ toc.~noN) (APPRO70MATE LocAnoN) (rAPoC PALw wens ~uE FuocMC> CNOi t0 sCdleJ (MARK PALMS MAni Rm FLAGgNG) (NOTE-THESE 5 PALMS ARE ONLY 2' T -NO pBH} - 18" PALM(~PPrtowMA~ LocAnoN} ~ - ~~ {wAR~ic PALw wn~ eLUe n.AOaNa) ' - -- - - '~' 157 , --- ~ • i i i • - _ _ -. -- SOD PROPOSE ~ SOD SEO ~ ~~ - PT POND --- `O POND I 0 - - 50D ~.- ti. 0 - es - e~ - ' p- _ PROP09ED • 6' I-I~IGNT UIOOD . ~ 3 - L I FENCE SOD I I I a w - - 2S-PT 0 oz - ~ ~~ ~ ~ ~ ~- 3-~C , - I ,~ ' SOD , ~'' 3 - SP ' "' PROPOSED 81p~ FITNESS CENTER ~ 1- OJT ~ ~ ' ~-AR ~~ _ _ AND RETAIL CENTER - "~ ~, ° W °° 1-~.JT ao 'y ~ °" • I : o So 31-JG ,,, ~_ ' - ~O-ICS ns 12 - I ~ - EXISTING ATLAt~ - THEATRE __~_ ~ ` ~_ ~ BUILDING SIDEWALK 1 - A - ,:f ~ ,1,, ~r~` ~~ a o - ~'C ~~ ~t J soD 18-JC ~~~,~. -~ tR ~ - - 3 ~ - PT stAMPED - ~= coNGRE7E 3 _ ~ J ~- IGRAY ASHLAR SLATE ' PATTERN) ~ ~J ~ ' t,:s eea~rrACr-a~ar,~•~ ea~aaE,~~ t - ° 3_5}~ 3-OJT 1-~JT~ ~ - O N! ~-~~ .. ° ~'~ ~ o~J -P1~Z X! ~ ~, 100' :~ _ _. SIDEUJALK ""`.' SID K SIDEWALK - - I OD~'- . - - - - I P03ED • CO C. EEL REED ISLAND ST P ( ICAL) - --~ - -_ -I\ ~I .- ' -PDZ ~ 3 -JC , I 3_C}....4 3-C~ TO ATLANTIC S~~D ~ _ ~- t4" Pressure treetaa c x a ataKJO wltn top or .- etalce b" below existing grade. - -~ ©GOPYRlCs1-IT - J.DEVINE 1996 ,8" PALM 5 - 12" PALM5 (2'HEIGHT TRUNKS) SAVE (APPRO CUT (SAVE IF GRADING OF POND ALLOWS) (MARx PAW I•'Ri ~ - ^---_~_--~~ lNat Lo eodle) (APPROKIMATE LOCATION) (MARK PALMS WITH RED FlJIGGING) (NOTE-THESE 5 PALMS ARE ONLY 2' T -NO DBH) ,8" PALM(APr . MM~K PALL/ YA1 _ - ~ - . . I 12" PAL CUT " (SAVE ~ cRAOINC oP PaNO Avows) r _ _ ~ _ ~ ' - _ _ _ - -^ 157 (APPROXIMATE 40CA110N) - - _ ~ ~ (MARK PALM WITH RED flAGGING) -- -- • ~ _ • - • • • • ICU PAL _ SOD pROP6SE ~ SED SOD (APPROXIMATE LOCATION) ~ - POND - `~ POND (MARK PALM KITH RED FLAGGING) I ~ 1 ~ SOD i - _ ^,. ~ NC: __ ' ` - N~ Ms ~ PROPOSED • _ 6` NEIGNT WOOD SIDES ~ENGE i SOD i i ,2" PAL • 0 W Q (APPROXIMATE LOCA710N)) (MARK PALM MI1H BLUE FLAGGING) ~ ~ r 1 ~ O Z O 0. O C ~ ry v 0. ' i i . vor ro 5ca~e~ EXISTING ~ HEDGE ~; -:_ N PROPOSED ' (APPROxiMATE LOCATION) g,pE FITNESS CENTER ~ 12" PAL ~ _ - r; -- ~4ND izETAIL CENTER I (~PPROxwATE LocAnoN) (MAId( PALM MATH BWE FIAGfRNO) ~ ~ ~ ^ ~~,: o °° 1- OJT .' _ ~ as ~ i " 0.a - SO 31-JC Ne O ~ ~ - ~ . PALM ,2 C; 'M p ~._ N* ~ 2 ~ ~ ;: ;e 8411E M6G1H (MARX PRIM S•i I siDEwALK ~ _ ~ er: ,. ~ LIGHT POL (APPROXIMATE 40CA11ON - _ +, " - ~~ 12" PALM _ ~ ( Q I S - J ~ ~ ~'°q 1LE1 (APPROX{YATE LOCATX)N) (MARK PALM YAl}1 BLUE FLAGGING) .GJ~D ~ "':~ .. I Y. ~ 3 ~ _ j~-~- sTAr-SPED CONCRETE ,r PA (APPROXIMATE LOCATION 3 _ ~ J~- CCsRAY A54-ILAR SLATE (PARK PALM WTH BLUE FLAGGWG PATTEF~U ' ~~ ccoNracr-uwr~+ cax~~ (APPROXIMA,E LOCATION (MARK PAlM WIT}I BLUE FLAGGING ` ~ ~ Vi 3 _ S ~, 3 - L J T - ' o l ' LJ 18- Ill ~4 ~. 5 S~ Ns 100' o ~ N ~' SIDEWALK .,`° . SID SIDEWALK 50-JG ~ - - _ .. .- CO C. EEL • ST P ( ICAL) - ~ -- - - I "' PD Z - - - . I 3-C~ 3-G~ to ~-ri ~~t« ~~ ~n ;' ~"~:.= ~I'~~ ®k" AT~,ArTTI~r~EA~I~ ,`- .1~, P~LIC W®It~S I~EEA~T1~El~d'I" '' ` -• ~ ' .'~ 1200 Sandpiper Lane `~' ,:' f Atlantic Beach, Florida 32233 ='~ ! (904) 247-5834 '---- ~ (904)247-5843 Fax www.coah.us t'eraxaat Application # ~~ ~" ~~~~ ~Cl~~-'fY l,~.C~ U~ ~-re~ ~u.g ~,-}- Property Address: _ ( ~ ~ ~~f ~ Q,~/~-'f '~,~~ ~ `y~ Applicant: ~ (Q Project: e ~ Your application is approved as ted by the Public Works Department. ~'nna9 application ap~er®va9 anaast c®a~ae ~r®na tIlae l~uiIldin~ ~epartffi~ent. v Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247m5834. Review b k Carper, P.E., Public Works Director Signature Contractor Notified Date Date CITE OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034111 Date 10/24/06 Property Address 753 ATLANTIC BLVD UNIT 3 Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc TENANT BUILDOUT ---------------------------------------------------------------------------- Owner Contractor KNIGHT ELECTRIC LLC 13997-4 BEACH BLVD JACKSONVILLE FL 32246 (904) 247-9884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 4/22/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Grand Total 105.00 105.00 .00 .00 .00 .00 .00 .00 105.00 105.00 .00 .00 O O PERNIIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ ~ 1 ,. ' ` r ~~•~~ CXTY OF ATLANTIC BEACH _, •- ELECTRICAIJ PERMIT APPY.ICATION .. j •d Property waarsaa• 7 S~- 3 ,~-7vtw~c. Gh'(~c~ O~vacr• Tekphoae #• Contractor: ~~~('~ (~ ~1.t°C.7G~'lL LLC_.. Telep)bone #: 2~7'~~,~~ ~ ,~ ContractorAddrtwas: ! Y? 1k~c.tti 0~'~r.,.~ ~i~-~ ~ Faz#: ~`~~~(3 Contractor tress: iR cotleideratioa Of pmtait giv~a fo[ doislg tht: wale as deSaiUed k the above futme4at we hefeby sQ+ee to partefro asid wont in aoooidaisce with the attached plans .ad sPaoiSatioas which aro a pset heeeot and io aooordaoee with tse City of Atlaade Bach otdinaowe and stradardf of ice lifted thrtan. Balidiaf: t~New D Old D lte-wim t;ltildtrgt Type: a Traikr O Reaidatce O Temp. Commercial O Signs O Additiam Sq. Ft. $ervies: D New D Increase t~ Re~rair [f other oa.muetlon it beat[done 0° ~° Onitdior a file„ lift the Mtilding rramiclaotba: Catltdtrtxor Size: AMPS: ' D~ C.OPPfiR ALUMINUM 6 Switch or areaka AMPS ~~ PH w ~. ~ vOLT/~~, A w~ v3 E><iathf; Service Size AMPS PH W VOLT RACE WAY Miter Nixaber ~~.. 3 Feeders: NO. SIZE NO SIZE NO 5IZE Lighting Outlets CONCEALED OPEN ief CONCEALED OPEN 5witthes tncaodesce~ttt Fluorasceut ~ M.v. fixed aloonsers overt. BELL A liant~ TRANSFER. Air Condition H.P.RATING COMP. MOTOR l~.P. RATBdG OTHER MOTORS AMPS CEILMG HEAT KW-FIEAT Motors 0-I H.P. VOLTAGE PH NO. OVER t H.P. PHS ~~v v Tranafotmers NO. KVA NO. KVA No.Nean Ttaasf. Ea Si ~ I Miscelhui~eous ~ r ' ~(,~( 800 Sstdnuk Road • Atbatic 8eaclt, O'brida 3Z?33-5445 Phone: ('904) 247-5680 • FsY: (901) 247-3845 • htto:/lww t~.ci.•rtlaattC-l~cach.ll.ua - Revised 1104 E486 G42 406 ~t~~aei3 ~49tu~ dZ4:ZT 90 6i ~~~ Hp Offloejet 7410 Personal Printer/Fax/Copier/Scanner x-09 ~ Information Systems 904-247-5$45 Jan 26 2008 7:43AM Last Transacpon Date Time Type Identification Duration Pages Result Jan 26 7:42AM Fax Sent 96657372 1:03 2 OK HP Oft~cejet 7410 Log for Personal PrinterlFax/Copier/Scanner Information Systems 904-247-5845 Oct 24 2006' 4:25PM Last Transaction Date Time Tye Identification Du_Ton Pages Result Oct 24 4:24PM Fax Sent ~-92428$4 /t./1/ ~(~ '~~ 0:51 3 OK HP Offlc:ejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Oct 25 2006 8:56AM Last Transaction Date Time Type Identification Duration Pages Result Oct 25 8:53AM Fax Sent 96654470 3:02 5 OK HP Of~cejet 7410 I-o9 ~ Personal Printer/Fan/Copier/Scanner Information Systems 904-247-5845. Oct 24 2006; 4:25PM list Tn~nsaction Date Time T e Identification Oct 24 4;24PM Fax Sent 92479843 ~~-IV ~~3~~ Duration Panes Result 0:51 3 OK ~ ~ '~~ ' i -~ , .; ~ CITE OF ATLANTIC BEACH ,_.a 800 SENIINOLE ROAD `~ ` '~ ~ i ,R, ATLANTIC BEACH, FL 32233. r INSPECTION PHONE LINE 247-5826 Application Number 06-00034116 Date 10/19/06 Property Address 753 ATLANTIC BLVD Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc FIRE SPRINKLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BAILEYS GYM TRIPLE S FIRE PROTECTION, INC 7029 COMMONWEALTH AVE ATLANTIC BEACH FL 32233 STE 14 JACKSONVILLE FL 32220 (904) 378-3449 ---------------------------------------------------------------------------- Permit FIRE SPRINKLER Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date . Valuation 0 Expiration Date 10/19/06 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 105.00 105.00 .00 .00 .00 .00 .00 .00 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CTI'Y OF ATLANTIC BEACR ORDINANCES AND THE FLORIDA BUILDING CODES. J ~~\ l~ ~- CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: ~ - ~ _ ~ b Property Address: ~ 5 3 ~z" ~--~ ~T: ~ .3 ~v p Owner: c-~l~i s ~~~+J s-'o~ Telephone #• ~-°3'r ~ ~-'~ b~ Contractor• --c't2.P~% ~ tr~2~„ PaaTEc: ~~'~ _r`~ Telephone ~#: `3'~~ • 3 `i `~ Contractor Address: ~ ~- • ~ ~- =~`~- ~~-~ Fax #• •3~~ ~ 3 `~ `~J Contractor Signature: ~ yr .ti 1 ~~ : °.~ ~ y't`~ro b ~ o o O . z. 00 ~ In consideration of permit given for doing the work as described in the ove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which aze a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood ractice 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 - S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ^ Heat !Space _ Recessed _ Central _ Floor Room Central ^ Air Conditioning: ^ Residential ~ ~ .. (` 7 P _ ^ lluct System: Material `Thickness ^ Commercial C~ ~~l Q Maximum capacity cfm ^ Refrigeration ^ Cooling Tower: Capacity gpm r~ Fire Sprinklers: Number of Heads ~--~~' GYM New Building /%~ 4y~rd ^ Existing Building o t 3 • ^ Elevator: _ _ Manlift Escalator (Number) ^ Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Number) ^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ unfired Pressure Vessel ^ Boilers ^ Extension or Add-on to Existing stem r~o ~ F ~ z c ^ Gas Piping ^ Other -Specify S E' Q.~ n ~ ~ ~= "- ° ^ Other -Specify LIST ALL EQUIPMENT AIR CONDTTIONING, 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 Serial Approving How M & Dimensions Contained Manufacturer No. A enc ~ ~~ 0~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • htt~:Ihvww.ci.atlantic-beach.fl.us Revised 1/04 ~~ ~~ f{RE ±~ - _ ~ ~c$~U~ ~ n _O Jacksonville Fire and Rescue Department FIRE PREVENTION DlVlS/ON PROJECT NAME ADDRESS: REVIEWED BY. DATE: V °7 I ~ w ~ t' `1 ~' ,~/ .s (630-4789) After initial review, the following exceptions were noted in your construction plans submitted to this office as part of the building/mechanical permit process: 1.) ~. ~, 2.) 3.) 4.) D 1931 EAST BEAVER STREET, JACKSONVII.LE, FLORIDA 32202 PHONE: (904) 630-0969 FAX: (904) 630-0965 S l~ h b ~ ~ ! -s C u / - S P~P~S TRIPLES FIRE PROTECTION INC Page 1 BAIL~Y'~S - RETAIL Date 070106 Hydraulic Design Information Sheet Name - BAILEY'S - RETAIL Date - 1 JUL 06 Location - ATLANTIC BLVD. & ROYAL PALM DRIVE, ATLANTIC BEACH, FLORIDA Building - NEW GYMNASIUM & RETAIL System No. - ONE Contractor - Contract No. - Calculated By - K. YON Drawing No. - FP-2 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 12'-0" Occupancy - ORDINARY HAZARD GRP. I I - RETAIL S (X) NFPA 13 ( } Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M _ Area of Sprinkler Operation - 1536 System Type Sprinkler/Nozzle Density - 0.2 (X) Wet Make VIKING D Area Per Sprinkler - 120 ( } Dry Model VK302 E Elevation at Highest Outlet - 12 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 250 I Rack Sprinkler Allowance - 0 ( } Other Temp.Rat.155 QR G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 566.3 Press Required - 39.6 At Test summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-14-06 Cap. - T Time of Test - AM R ated Cap.- Elev.- E Static Press - 49 @ Press - R Residual Press - 40 E lev. - 0 Well Flow - 1060 Proof Flow S Elevation - U P Location - HYDRANTS ON CAVALLA AVENUE BETWEEN ROYAL PALM DRIVE AND P SAILFISH DRIVE L Source of Information - ATLANT IC BEACH PUBLIC WORKS - C. WALKER Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled ~ Palletized o Rack M _ ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Enca P• S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: a 0 G { m }~ ~N N, ~s.-~a Z Ly, A .~ ~ ~ ~~ N oio~ ~~~ c m .' o ~ 4 ~~~ "~ t1 R ~m ~~ ~ 74 ~p~C' ~, m .~ ~ O ~ ~ < ~-{ o r z Z n O ~ -3 O a ay m ~U ca ', -~ .-., o ~~ ~ }r Pressure I Flow Summary -STANDARD TRIPLE S FIRE PROTECTION INC Page 5 BAILEY'S -RETAIL Date 070106 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea D001 12.0 5.6 18.37 na 24.0 73 12.0 K = K ~ EQ01 19.46 na 24.0 75 12.0 K = K ~ EQ01 19.53 na 24.04 74 12.0 K = K ~ EQ01 19.68 na 24.14 50 12.0 20.76 na 51 12.0 20.92 na 52 12.0 21.5 na 53 12.0 22.39 na 54 12.0 23.06 na 55 12.0 23.43 na 56 12.0 23.6 na 57 12.0 23.7 na 58 12.0 23.9 na 59 12.0 23.96 na 60 12.0 24.0 na 61 12.0 27.48 na 62 12.0 27.48 na 78 12.0 K = K ~ EQ01 19.62 na 24.09 79 12.0 K = K ~ EQ01 19.94 na 24.29 80 12.0 K = K ~ EQ01 19.82 na 24.22 81 12.0 K = K ~ EQ01 19.83 na 24.22 82 12.0 K = K ~ E001 20.04 na 24.35 83 12.0 K = K ~ EQ01 20.15 na 24.42 84 12.0 K = K ~ E001 21.38 na 25.16 85 12.0 K = K ~ EQ01 21.42 na 25.18 76 12.0 K = K ~ E001 19.53 na 24.04 77 12.0 K = K ~ EQ01 19.7 na 24.15 64 12.0 24.05 na 65 12.0 24.08 na 66 12.0 24.2 na 67 12.0 24.4 na 68 12.0 24.68 na 69 12.0 24.94 na 70 12.0 25.15 na 71 12.0 25.35 na 72 12.0 25.71 na 63 12.0 27.59 na TOR 12.0 27.82 na BOR 0.0 34.11 na TEST 0.0 39.64 na 250.0 .2000 120.00 7.000 The maximum velocity is 11.77 and it occurs in the pipe between nodes 63 and TOR TRIPLES FIRE PROTECTION INC Page 1 BAILEY'S -GYMNASIUM Date 070106 Hydraulic Design Information Sheet Name - BAILEY'S - GYMNASIUM Date - 1 JUL 06 Location - ATLANTIC BLVD. & ROYAL PALM DRIVE, ATLANTIC BEACH, FLORIDA Building - NEW GYMNASIUM & RETAIL System No. - ONE Contractor - Contract No. - Calculated By - K. YON Drawing No, - FP-3 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 23'- 0" Occupancy - LIGHT HAZARD GYMNASIUM S Y S T E M D E S z G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPR 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ( ) Figure Curve Area of Sprinkler Operation - 1596 Density - 0.1 Area Per Sprinkler - 150 Elevation at Highest Outlet - 23 Hose Allowance - Tnside - 0 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 100 Note Made By System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Date Sprinkler/Nozzle Make VIKING Model VK300 Size 1/2" K-Factor 5.6 Temp.Rat.155 QR Calculation Summary W A T E R S U P P L Y Flow Required - 311.3 Press Required - 38.0 At Test C-Factor Used: 120 Overhead 140 Underground Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 6-14-06 Cap. - Time of Test - AM Rated Cap.- Elev.- Static Press - 49 @ Press - Residual Press - 40 Elev. - 0 Well Flow - 1060 Proof Flow Elevation - Location - HYDRANTS ON CAVALLA AVENUE BETWEEN ROYAL PALM DRIVE AND SAILFISH DRIVE Source of Information - ATLANTIC BEACH PUBLIC WORKS - C. WALKER C 0 M M S T 0 R A G E Commodity Storage Ht. Storage Method: ( ) Single Row R ( ) Double Row A ( ) Mult. Row C K __ _ Flue Spacing Longitudinal Horizontal Barriers Provided: Class Location Area Aisle W. Solid Piled o Palletized o ( ) Conven. Pallet ( ) Auto. Storage ( ) Slave Pallet ( ) Solid Shelf ( ) Open Shelf Rack ( ) Encap. ( ) Non Clearance:Storage to Ceiling Transverse rn~} ~.C NN"'`~ ,~ ~~N ~. ~.~ `' ~ b~ .... . ro T{ "fl N d tD G N N G tD , ...i ~ ~ 0 ANN '~ ,~1 e Q N N ~ 'rt ~~ i ~ m .~ -a v0 c ~n ~ o Z Z n ~~ m ~° o+ J O ..+. d (Ti ~ G `f' ~ m ~ N o o ° 70 ~ -} ~' Nressure /Flow Summary -STANDARD TRIPLE S FIRE PROTECTION INC Page 5 BAILEY'S -GYMNASIUM Date 070106 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual ~ Actual Req. 25 23.0 5.6 8.38 na 16.21 .10 150.0 7.0 28 23.0 5.6 10.93 na 18.51 .10 150.0 7.0 27 23.0 5.6 10.96 na 18.54 .10 150.0 7.0 26 23.0 12.08 na 1 20.5 14.12 na 2 20.5 14.25 na 3 20.5 14.66 na 4 20.5 15.48 na 5 20.5 16.27 na 6 20.5 17.04 na 7 20.5 17.8 na 8 20.5 18.56 na 9 20.5 19.33 na 10 20.5 20.09 na 11 20.5 20.85 na 12 20.5 21.63 na 56 12.0 28.0 na 57 12.0 28.04 na 58 12.0 28.11 na 59 12.0 28.13 na 60 12.0 28.15 na 61 12.0 29.55 na 62 12.0 29.55 na 30 23.0 5.6 7.17 na 15.0 .10 150.0 7.0 31 23.0 12.47 na 32 23.0 5.6 10.38 na 18.04 .i0 150.0 7.0 33 23.0 5.6 10.37 na 18.04 .10 150.0 7.0 34 23.0 5.6 10.59 na 18.22 .10 150.0 7.0 35 23.0 5.6 7.31 na 15.14 .10 150.0 7.0 36 23.0 12.87 na 37 23.0 5.6 10.77 na 18.38 .t0 150.0 7.0 38 23.0 5.6 10.57 na 18.2 .10 150.0 7.0 39 23.0 5.6 10.79 na 18.4 .10 150.0 7.0 55 12.0 28.04 na 54 12.0 28.08 na 53 12.0 28.11 na 52 12.0 28.12 ne 51 12.0 28.13 na 50 12.0 28.13 na 64 12.0 28.33 na 65 12.0 28.33 na 66 12.0 28.33 na 67 12.0 28.34 na 68 12.0 28.35 na 69 12.0 28.37 na 29 23.0 5.6 11.05 na 18.62 .10 150.0 7.0 13 20.5 14.44 na 14 20.5 14.52 na 15 20.5 14.83 na 16 20.5 15,54 na 17 20.5 1628 na 18 20.5 17.04 na 19 20.5 17,8 na 20 20.5 18.56 na 21 20.5 19.33 na 22 20.5 20.09 na 23 20.5 20.85 na 24 20.5 21.6 na 70 12.0 28.38 na 71 12.0 28.49 na 72 12.0 28.66 na 63 12.0 29.59 na TOR 12.0 29.7 na BOR 0.0 35.42 na TEST 0.0 38.04 na 100.0 _ _ Fire Protection by Computer Design TRIPLE S FIRE PROTECTION INC 7029-14 COMMONWEALTH AVE. JACKSONVILLE FLORIDA 32220 904-378-3449 REVIE~VE® ;orlville Fire Prevention Div. AUG ~ 6 2006 O EXCEPTIONS XCEPTIONS AS NOTED Job Name BAILEY'S -GYMNASIUM Building NEW GYMNASIUM & RETAIL Location :ATLANTIC BLVD. & ROYAL PALM DRIVE, ATLANTIC BEACH, FLORIDA System :ONE Contract Data File BAILEY'S.WX1 ~~ TRIPLES FIRE PROTECTION INC BAILEY'S -GYMNASIUM Page 1 Date 070106 H~ldraulic Desicln Information "sheet Name - BAILEY'S - GYMNASIUM Date - 1 JUL 06 Location - ATLANTIC BLVD. & ROYAL PALM DRIVE, ATLANTIC BEACH, FLORIDA Building - NEW GYMNASIUM & RETAIL System N o. - ONE Contractor - Contract No. - Calculated By - K. YON Drawing No. - FP-3 Construction: ( ) Combustible (X) Non- Combustible Ceiling Height - 23'-0" Occupancy - LIGHT HAZARD GYMNASIUM S Y S T E (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) Figure Made By ( ) 3 ( ) Ex.Haz. Curve Date M Area of Sprinkler Operation - 1596 System Type Sprinkler/Nozzle Density - 0.1 (X) Wet Make VIKING D Area Per Sprinkler - 150 ( ) Dry Model VK300 E Elevation at Highest Outlet - 23 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preacti on K-Factor 5.6 I Rack. Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 QR G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 311 .3 Press Required - 38. 0 At Test Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-14-06 Cap. - T Time of Test - AM Rated Cap.- Elev.- E Static Press - 49 @ Press - R Residual Press - 40 Elev. - 0 Well Flow - 1060 Proof Flow S Elevation - U P Location - HYDRANTS ON CAVAL LA AVENUE BETWEEN ROYAL PALM DRIVE AND P SAILFISH DRIVE L Source of Information - ATLANTIC BEACH PUBLIC WORKS - C. WALKER Y C Commodity Class Location 0 Storage Ht. Area Risle W. M Storage Method: Solid Piled $ Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G _ ______ ____ E _ Horizontal Barriers Provided: NN..so~, ,~~~ ~~(!N~ r-i 5.Q m~ N cD i+ "P' o~ ~~ NN 1` a N 4 r ~ ~, ~m ~ t1~ N ~ G1 ~ Z ~ m .~ '[} ~ O ~ ~ -~ < ~ ~ C © "' Z n t ro~ 0 -~ 0 ~ y ,- u~ ~ _„ -~ N ~ o Fittings Summary TRIPLE S FIRE PROTECTION tNC BAILEY'S -GYMNASIUM Page 3 Date 070106 Fitting Legend Abbrev. Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Etbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Efbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Gheck Valve 90' Firelock Tee Mechanical Tee Flow Switch Fittings Summary TRIPLE S FIRE PROTECTION INC Page 4 BAILEY'S -GYMNASIUM Date 070106 Unadjusted Fittings Table ____ __ _ __t /2 _` 3I4 _ ~ 1 1 1 /4 1 1 !2 2 2 112 3 3 1 /2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ~ 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 B.0 1 0.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 1 3.0 O 3.0 3.0 5.0 6.0 8.0 10.0 1 2.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 0 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 1 0.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N O P 4 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Pressure /Flow Summary -STANDARD TRIPLE S FIRE PROTECTION INC Page 5 BAILEY'S -GYMNASIUM Date 070106 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual a~:t„ai ~__ 25 23.0 5.6 8.38 na 16.21 .10 150.0 7 0 28 23.0 5.6 10.93 na 18.51 .10 150.0 . 7 0 27 23.0 5.6 10.96 na 18.54 .10 150.0 . 7 0 26 23.0 12.08 na . 1 20.5 14.12 na 2 20.5 14.25 na 3 20.5 14.66 na 4 20.5 15.48 na 5 20.5 16.27 na 6 20.5 17.04 na 7 20.5 17.8 na 8 20.5 18.56 na 9 20.5 19.33 na 10 20.5 20.09 na 11 20.5 20.85 na 12 20.5 21.63 na 56 12.0 28.0 na 57 12.0 28.04 na 58 12.0 28.11 na 59 12.0 28.13 na 60 12.0 28.15 na 61 12.0 29.55 na 62 12.0 29.55 na 30 23.0 5.6 7.17 na 15.0 . t 0 150.0 7.0 31 23.0 12.47 na 32 23.0 5.6 10.38 na 18.04 .10 150.0 7.0 33 23.0 5.6 10.37 na 18.04 .10 150.0 7.0 34 23.0 5.6 10.59 na 18.22 .10 150.0 7.0 35 23.0 5.6 7.31 na 15.14 .10 150.0 7.0 36 23.0 12.87 na 37 23.0 5.6 10.77 na 18.38 .10 150.0 7.0 38 23.0 5.6 10.57 na 18.2 ,10 150.0 7.0 39 23.0 5.6 10.79 na 18.4 .10 150.0 7.0 55 12.0 28.04 na 54 12.0 28.08 na 53 12.0 28.11 na 52 12.0 28.12 na 51 12.0 28.13 na 50 12.0 28.13 na 64 12.0 28.33 na 65 12.0 28.33 na 66 12.0 28.33 na 67 12.0 28.34 na 68 12.0 28.35 na 69 12.0 28.37 na 29 23.0 5.6 11.05 na 18.62 .10 150.0 7.0 13 20.5 14.44 na 14 20.5 14.52 na 15 20.5 14.83 n a 16 20.5 15.54 na 17 20.5 16.28 na 18 20.5 17.04 na 19 20.5 17.8 na 20 20.5 18.56 na 21 20.5 19.33 na 22 20.5 20.09 na 23 20.5 20.85 na 24 20.5 21.6 na 70 12.0 28.38 na 71 12.0 28.49 na 72 12.0 28.66 na 63 12.0 29.59 na TOR 12.0 29.7 na BOR 0.0 35.42 na TEST 0.0 38.04 na 100.0 Pressure /Flow Summary -STANDARD The maximum velocity is 9.25 and it occurs in the pipe between nodes 3 and 4 Final Calculations -Standard TRIPLE S FIRE PROTECTION INC Page 6 BAILEY'S -GYMNASIUM Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes **"*** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 25 16.21 1.536 4E 5.054 238.000 8.384 K Factor = 5.60 to 120 1 T 10.108 30.324 0.0 26 16.21 0.0138 268.324 3.696 Vel = 2.807 0.0 -----__ - 16.21 12.080 K Factor = 4.66 28 6.08 1.536 15.000 10.926 K Factor = 5.60 to 120 0.0 0.0 27 6.08 0.0023 15.000 0.034 Vel = 1.053 27 18.53 1.536 1 T 10.108 27.500 10.959 K Factor = 5.60 to 120 10.108 0.0 26 24.61 0.0298 37.608 1.121 Vel = 4.261 26 16.22 1.536 1 T 10.108 2.500 12.081 to 120 10.108 1.083 1 40.83 0.0761 12.608 0.959 Vel = 7.069 1 0.0 2.203 10.000 14.123 to 120 0.0 0.0 2 40.83 0.0131 10.000 Q.131 Vel = 3.437 2 34.49 2.203 10.000 14.254 to 120 0.0 0.0 3 75.32 0.0408 10.000 0.408 Vel = 6.340 3 34.57 2.203 10.000 14.662 to 120 0.0 0.0 4 109.89 0.0820 10.000 0.820 Vel = 9.250 4 -2.57 2.203 10.000 15.482 to 120 0.0 0.0 5 107.32 0.0785 10.000 0.785 Vel = 9.033 5 -1.20 2.203 10.000 16.268 to 120 0.0 0.0 6 106.12 0.0769 10.000 0.769 Ve_I =_ 8.932 6 -0.40 2.203 10.000 17.037 to 120 0.0 0.0 7 105.72 0.0764 10.000 0.764 Vel = 8.899 - -- -- 7 -0.07 2.203 10.000 17.800 to 120 0.0 0.0 8 ___ _ _ ____105.65__ _ 0.0763 10.000 0.763 Vel = 8.893 8 0.0 2.203 10.000 18.563 to 120 0.0 0.0 9 105.65 0.0763 _ 10.000 0.763 Vel = 8.893 _ _ 9 _ 0.01 __ _____ __ 2.203 _ 10.000 19.325 to 120 0.0 0.0 10 105.66 0.0763 10.000 0.763 Vel = 8.893 10 0.13 2.203 10.000 20.088 to 120 0.0 0.0 11 1.0. 5.79 _0.0765 __________ _ _ _ __ 10.000 0.765 Vel = 8.904 11 0.59 2.203 10.000 20.853 to 120 0.0 0.0 12 106.38 0.0772 10.000 0.772 Vel = 8.954 Final Calculations -Standard TRIPLE S FIRE PROTECTION INC BAILEY'S -GYMNASIUM Page 7 Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '`"""" Notes "`""" Point Ot Pf/UL Eqv. Ln. Total Pf Pn - - - - 12 1.55 2.203 1 E 6.819 13.500 21.625 - - - ---- --~-_-_--- to 120 1 T 13.639 20.458 3.681 56 107.93 0.0793 33.958 2.694 Vel = 9.085 56 -47.94 2.703 3.670 28.001 to 120 0.0 0.0 57 59.99 0.0098 3.670 0.036 Vel = 3.354 57 -9.94 2.703 10.000 28.037 to 120 0.0 0.0 58 50.05 0.0071 10.000 0.071 Vel = 2.798 58 -9.83 2.703 5.630 28.108 to 120 0.0 0.0 59 40.22 0.0048 5.630 0.027 Vel = 2.249 59 -18.99 2.703 11.380 28.134 to 120 0.0 0.0 60 21.23 0.0014 11.380 0.016 Vel = 1.187 60 0.0 1.728 2T 11.290 86.500 28.151 to 120 22.580 0.0 61 21.23 0.0128 109.080 1.394 Vel = 2.904 61 0.0 3.314 7.000 29.546 to 120 0.0 0.0 62 21.23 0.0006 7.000 0.004 Vel = 0.790 62 18.99 3.314 17 21.838 1.500 29.549 to 120 21.838 0.0 63 40.22 0.0018 23.338 ------ -- 0.041 Vel = 1.496 0.0 - ------ - ---- -- 40.22 29.590 K Factor = 7.39 30 15.00 1.536 4E 5.054 238.000 7.175 K Factor = 5.60 to 120 1 T 10.108 30.324 0.0 32 15.0 0.0119 - - 268.324 -- 3.202 Vel = 2.597 0.0 ---------- - ------ 15.00 _ _ _ __ _10.377_ _------~--_ '- K Factor = 4.66 -~_--_-----_~----___- _----- -~ -~ 2 -34.49 1.536 1 T 10.108 2.500 14.254 to 120 10.108 -1.083 31 -34.49 -0.0557 12.608 -0.702 Vel = 5.972 31 0.0 1.536 1 T 10.108 27.500 12.470 to 120 10.108 0.0 32 -34.49 -0.0557 37.60$ - -2.094 - - Vel = 5.972 32 33.04 1.536 15.000 - - 10.376 ---------------------------------- K Factor = 5.60 to 120 0.0 0.0 _ 33_ ___ ___ -1.45 -0.000.1______ __ __ 15.000 _ - 0.002 Vel = 0.251 33 18.04 1.536 _ 15.000 ___ _ _____ 10.374 __ K Factor = 5.60 to 120 0.0 0.0 34 16.59 0.0144 15.000 0.216 Vel = 2.872 34 18.22 1.536 2T 10.108 30.000 10.589 K Factor = 5.60 to 120 20.216 1.083 14 34.81 0.0566 50.216 2.844 Vel = 6.027 Final Calculations -Standard TRIPLE S FIRE PROTECTION iNC BAILEY'S -GYMNASIUM Page 8 Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """~" Notes '"""" Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 34.81 14.516 K Factor = 9.14 35 15,14 1.536 4E 5.054 238.000 7.309 K Factor = 5.60 to 120 1 T 10.108 30.324 0.0 38 ----- -- 15.14 - 0.0121 268.324 3.257 ______ __ Vel =_ 2.621_______________ _ 0.0 15.14 10.566 K Factor = 4.66 3 -34.57 1.536 1 T 10. i 08 2.500 14.662 to 120 10.108 -1.083 36 __ _____-_34.57__ __-0.0_559 __ __ ___ _ 12.608 ___-0.705 Vel = 5.986 36 0.0 1.536 1 T 10.108 27.500 12.874 to 120 10.108 0.0 37 -34.57 -0.0559 37.608 -2.103 Vel = 5.986 37 18.38 1.536 15.000 10.772 K Factor = 5.60 to 120 0.0 0.0 38 -16.19 -0.0137 15.000 -0.206 Vel = 2.803 38 33.34 1.536 15.000 10.566 K Factor = 5.60 to 120 0.0 0.0 39 17.15 0.0153 _ _ ___.-___ _.-__ ____ ~_ _-_ 15.000 0.229 Vel = 2.969 39 18.40 1.536 2T 10.108 30.000 10.795 K Factor = 5.60 to 120 20.216 1.083 15 35.55 0.0589 50.216 2.957 Vel = 6.155 0.0 35.55 14.835 K Factor = 9.23 4 2.56 1.536 4T 10.108 90.000 15.482 to 120 40.432 0.0 i 6 2.56 0.0005 130.432 0.059 Vel = 0.443 2.5 6 _15.541__^ ___ __ K Factor = 0.65 _ ____ _ ____ 5 _ __ __ i 1.20 _ ____ 1.536 4T ____ 10.108 _- 90.000 16.268 to 120 40.432 0.0 17 1.2 0.0001 ,___ 130_432 __, ___ 0.015 __________ -__-__ Vel = 0.208 0.0 1 20 16.283 K Factor 0.30 6 0.40 1.536 4T 10.108 90.000 17.037 to 120 40.432 0.0 18 ------ 0.4 - - 130.432 0.002 Vef = 0.069 0.0 0.40 -- -------- 17.039 --- --- - K Factor = 0.10 7 0.07 1.536 - 4T - 10.108 90.000 17.800 to 120 40.432 0.0 19 -- ----- - 0.07 -- 0.0 130.432 Vel =__0.012 __ ___~____ 0.0 0.07 -- ---- 17.800 -------------- K Factor = 0.02 8 0.01 1.536 4T 10.10$ 90.000 18.563 to 120 40.432 0.0 20 0.01 0.0 130.432 Vel = 0.002 Final Calculations -Standard TRIPLE S FIRE PROTECTION INC Page 9 BAILEY'S -GYMNASIUM Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn ---- ------ - 0.0 --- ---- 0.01 18.563 K Factor = 9 -0.01 1.536 4T 10.108 90.000 19.325 to 120 40.432 0.0 _ 21______ -0.01 0.0 _ 130.432 Vel = 0.002 0.0 ----------..---- __-_ ___=0_01 _ 19.325 K Factor = 10 -0.13 1.536 4T 10.108 90.000 20.088 to 120 40.432 0.0 22 -0.13 0.0 130.432 Vel = 0.023 0.0 -0.13 20.088 K Factor = -0.03 11 -0.59 1.536 4T 10.108 90.000 20.853 to 120 40.432 0.0 23 -0.59 ---- ----------- 130.432 -------- ------------------- -0.004 ---------------- Vel = 0.102 ---------------- 0.0 ------------------------- -0.59 _ __ _-20.849 ____ K Factor = -0.13 12 -1.55 1.536 4T 10.108 90.000 21.625 to 120 40.432 0.0 24 -1.55 - -0.0002 --------- 130.432 ----------------- ----- -0.023 Vel = 0.268 0.0 -1.55 21.602 K Factor = -0.33 56 47.93 2.703 5.500 28.001 to 120 0.0 0.0 55 47.93 0.0065 5.500 0.036 Vel = 2.680 55 -9.74 2.703 9.000 28.037 to 120 0.0 0.0 54 38.19 0.0043 9.000 0.039 Vel = 2.135 54 -8.87 2.703 12.000 28.075 to 120 0.0 0.0 53 29.32 0.0027 12.000 0.032 Vel = 1.639 53 -8.10 2.703 12.000 28.107 to 120 0.0 0.0 52 21.22 0.0014 12.000 0.017 Vel = 1.186 52 -7.64 2 703 12.000 28.124 to 120 0.0 0.0 51 13.58 0.0007 12.000 0.008 Vel = 0.759 51 -7.44 2.703 12.000 28.132 to 120 0.0 0.0 50 6.14 0.0002 12.000 0.002 Vel = 0.343 50 0.0 1.536 86.500 28.133 to 120 0.0 0.0 64 6.14 0.0023 - 86.500 --------- ---- 0.198 Vel = 1.063 64 0.0 3.314 12.000 ---28.331 ---------- --------------- - to 120 0.0 0.0 65 6.14 0.0001 12.000 0.001 Vel = 0.228 Final Calculations -Standard TRIPLE S ' FIRE PROTECTION INC Page 10 BAILEY S -GYMNASIUM Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 65 7.44 3.314 12.000 28.332 to 120 0.0 0.0 66 13.58 ------- 0.0002 --- -- ------- 12.000 --- 0.003 Vel = 0.505 66 7.64 3.314 - 12.000 - ------------- 28.335 -- ----------------------- to 120 0.0 0.0 67 21.22 0.0005 12.000 0.006 Vel = 0.789 67 8.10 3.314 12.000 28.341 to 120 0.0 0.0 _68_____ _29.32 _0.0010 __ - ____ - 12.000 0.012 Vel = 1.091 68 8.87 3.314 8.750 28.353 ------ ------ ------ to 120 0.0 0.0 69 38.19 0.0016 8.750 0.014 Vel = 1.420 69 9.74 3.314 5.500 28.367 to 120 0.0 0.0 70 47.93 0.0024 - -- ----- 5.500 ----------- 0.013 ----------------- Vel = 1.783 -------------------- 0.0 ---- 47.93 _ __ --------- - - _ --- _ 28.3_80 _ K Factor = 9.00 -- -_ - 59 18.99 1.728 4E 5.645 90.880 28.134 --- to 120 ZT 11.290 45.160 0.0 62 18.99 0.0104 136.040 1.415 Vel = 2.598 0.0 ---------- ---- ------ 18.99 29.549 K Factor = 3.49 58 9.82 1.728 2E 5.645 89.500 28.108 to 120 2T 11.290 33.870 0.0 71 9.82 0.0031 123.370 0.379 Vel = 1.343 0.0 9.82 28.487 K Factor = 1.84 __. - ---- 57 9.95 1.728 2T 11.290 86.500 28.037 to 120 22.580 0.0 70 9.95 0.0031 109.080 ------ 0.343 ---------- Vel = 1.361 _-_ __ --------- ------ -------- 0.0 9.95 28.380 K Factor = 1.87 55 9.74 1.728 2T 11.290 86.500 28.037 to 120 22.580 0.0 69 9.74 - - 0.0030 - 109.080 -- 0.330 Vel = 1.332 0.0 --- ---------------------------- 9.74 28.367 K Factor = 1.83 54 8.87 1.728 2T 11.290 86.500 28.075 to 120 22.580 0.0 68 8.87 0.0025 109.080 0.277 Vel = 1.213 0.0 8.87 28.352 K Factor = 1.67 53 8.10 1.728 2T 11.290 86.500 28.107 to 120 22.580 0.0 67 8.1 0.0022 109.080 0.235 Vel = 1.108 0.0 Final Calculations -Standard TRIPLE S FIRE PROTECTION INC Page 11 BAILEY'S -GYMNASIUM Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8.10 28.342 K Factor = 1.52 52 7.64 1.728 2T 11290 86.500 28.124 to 120 22.580 0.0 66 7.64 0.0019 109.080 0.211 Vel = 1.045 0.0 7.64 28.335 K Factor = 1.44 51 7.44 1.728 2T 11.290 86.500 28.132 to 120 22.580 0.0 65 7.44 0.0018 109.080 0.200 Vel = 1.018 0.0 - ---- -- _ -- ------------ - -- 7.44 28.332 K Factor = 1.40 28 12.43 1.536 15.000 10.926 K Factor = 5.60 to 120 0.0 0.0 29 12.43 0.0084 15.000 0.126 Vel = 2.152 29 18.62 1.536 2T 10.108 30.000 11.052 K Factor - 5.60 to 120 20.216 1.083 13 31.05 0.0458 50.216 2.302 Vel = 5.376 13 0.0 2.203 10.000 14.437 to 120 0.0 0.0 14 31.05 0.0079 10.000 0.079 Vel = 2.613 14 34.81 2.203 10.000 14.516 to 120 0.0 0.0 15 65.86 0.0318 10.000 0.318 Vel = 5.543 15 35.55 2 203 10.000 14.835 to 120 0.0 0.0 16 101.41 0.0707 10.000 0.707 Vel = 8.536 16 2.57 2.203 10.000 15.542 to 120 0.0 0.0 17 103.98 0.0741 10.000 0.741 Vel = 8.752 17 1.20 2.203 10.000 16.282 to 120 0.0 0.0 18 105.18 0.0756 10.000 0.756 Vel = 8.853 18 0.40 2.203 10.000 17.038 to 120 0.0 0.0 19 105.58 0.0762 10.000 0.762 Vel = 8.887 19 0.07 2.203 10.000 17.800 to 120 0.0 0.0 20 105.65 0.0763 10.000 0.763 Vel = 8.893 20 0.0 2.203 10.000 18.563 to 120 0.0 0.0 21 105.65 0.0763 10.000 0.763 Vel = 8.893 21 -0.01 2.203 .10.000 19.325 to 120 0.0 0.0 22 105.64 0.0763 10.000 0.763 Vel = 8.892 22 -0.13 2.203 10.000 20.088 to 120 0.0 0.0 23 105.51 0.0761 10.000 0.761 Vel = 8.881 Final Calculations -Standard TRIPLE S FIRE PROTECTION INC Page 12 BAILEY'S -GYMNASIUM Date 070106 Hyd. Qa Dia. Fitting Pipe Pt Pt ****** Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 23 -0.59 2.203 10.000 20.849 to 120 0.0 0.0 24 104.92 0.0753 10.000 __0_753 Vel = 8.831 24 -1.55 2.203 2E 6.819 15.000 21.602 to 120 1 T 13.639 27.278 3.681 70 103.37 0.0733 42.278 3.097 _______ Vel = 8.701 70 57.88 3.314 to 120 71 161.25 0.0229 4.670 28.380 0.0 0.0 4.670 0.107 Vel = 5.998 71 9.83 3.314 7.000 28.487 to 120 0.0 0.0 72 171.08 0.0254 7.000 0.178 ______ Vet = 6.363 72 0.0 3.314 1 T 21.838 14.500 28.665 to 120 21.838 0.0 63 ---_~- 171.0_8_ - __ 0.0255 36.338 _-- -- 0.925 63 40.22 3.314 2.950 29.590 to 120 0.0 0.0 TOR 211.3 0.0376 2.950 0.111 Vel = 6.363 Vel = 7.859 TOR 0.0 4.31 1 B 16.724 12.000 29.701 to 120 1 Z 13.937 37.629 5.197 BOR 211.3 0.0105 49.629 0.519 BOR 0.0 4.1 2E 14.534 200.000 35.418 to 140 1 T 29.067 61.041 0.0 TEST 211.3 0.0100 1 G 2.907 261.041 2.620 100.00 311.30 38.038 Vel = 4.647 Vel = 5.135 Qa = 100.00 K Factor = 50.47 a AutoPeaking Summary TRIPLE 5 FIRE PROTECTION INC BAILEY'S -GYMNASIUM Page 13 Date 070106 Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 29 13 30.000 27 26 27.500 34 14 30.000 31 32 27.500 39 15 30.000 36 37 27.500 Flow Pressure Pressure Required Required Differential Left 15.000 I 311.95 38.035 -0.003 Area Calculated I 311.30 38.038 0.000 Right 15.000 I 310.20 37.728 -0.310 Typical Distance Between Heads = 15.000 Split Point Used in Worst Area Peaked = 30 J„y, ~" ,.,r, ~ ~`~' ~~~ ~~ ,y 1, ~ . zzy City of Atlantic Beach -. - .~ s Building Department 'f Certificate of Conditional Occupancy ~. This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: February 2, 2007 Contractor: Styles Construction, Inc. Address: 753 Atlantic Blvd., Atlantic Beach, Florida 32233 Construction Type: 5-B Occupancy Classification: Mixed (A-2, M, B) Permit Number: 06-33054 On or before March 2nd 2007 Styles Construction is to request a Certificate of Occupancy inspection to reconcile the outstanding Building & Public Works items. David K. fstetler Banding fficial -zs ~ cYi cam l ~ ~ 1 ~ m c ~ ~ ~ r G1' ~ L E ~ (0 ~ ~ t a-+ U ~ ~ ~~ O ` ~ ~ 4, ~ ~ ~ S4 ~ T `~.. ' ~c~' t S') ~ ~ v = ,~ O N ~ i m ~ ~ r ~ ~ ~ ~ '- ,~ ~'N.~ ~ N 1 tt~ ~ ~ 9 L 1 -o = m ~ i •^--""' ~~ ~~ d%h m Q ~t'~, CU O N N t6 V v ~, N '"~', ;O `L W N W A ~ .~ y ~ ~ L ~ O N M~ o N !1. ~ ~ .' ~-+ 1 ~ ~ ~ ~ ~~ ~ N ~ 'c3 U G m U -' Q ~ ~ O o- i U ~ ~ 4^- S 3 Q t .. ~' O ~ RS Z3 N N ~-- m m m N p m ~ ~ O C CS1 t.P ~ p G G ~, rn~ m ~` N ~ 5... m ~ N O ~ ~ ~ ~ O p C6 ,,~~ ~ C ~ ~ N G-~ O m sN„ ~3' ~ S a5 ~ M N ~ ~ ,k ~ ~ °C) N ,` Q .r ~ N i~ ~ N t4 '~ CO ~ ~~ U C? ~ ~ ~ L tt Q .~ ¢~ m ~, (¢V N Q O •a- t, p- ~.; O m ~ ~ m a .~ 00 ~ ~ T O. ~ O O T ~ N N ~ ~ O 4. '~~ c`~~- E L" ~ ~ m U c ~~p) ~~ Q y t3 N N O ~" N iA •~ ~ c3~ ~ ~ N un u- ~~ Y .L ~ rn V ~ ~ N ~ C ~ !i ~ G '' ~ • • 025 rC ~ m ~~Td ~~j i N ~'Cs $~ r'pr'.~~ cAF- ~, c ca N N N c 0 O Uf .~ N N N~ C O ,~- N T N ~ N v G C ~ ~ d. N t ::=~ N N i~ ~ ~~ ,~ v 1 ~ N ~ Q m v ~ ~ U ~G N ~ i ~ '~ ~ Q ~ 1 3 Q ~ O tf) ~ N L ~, ,t 11't p V ~ N N O v ~ °~ o ~ '~ V u~- t~ ~ ° N N N N N ~ ~~~~ ~ ~~ ~~ ~~ 1 ~~°r~ ~ V F- STYLES CONSTRUCTION, INC. 1537 PENMAN RD. . JACKSONVILLE BEACH, FL 32250 January 31, 2007 Chris Hionides agrees to give Bailey's Gym located at 753 Atlantic Blvd. the use of the dumpster location at the adjoining Atlantic Theaters. Thank u, !~~'~~° erry N~y Vic President ~~~~ Chris Hionides David Bailey Graham Shirley From: Carper, Rick Sent: Friday, February 02, 2007 9:37 AM To: 'Matt Phillips' Cc: Hufstetler, David; Doerr, Sonya; Graham Shirley Subject: RE: Bailey's Gym Drainage Matt, I did the PW portion of the CO inspection for this property this morning. Minor issues, easily resolved, until I got to the control structure. Substantial issues with weir elevation and width (as compared to signed & sealed plans dated 12/29/05 - WMD TSR dated 2/6/06) will preclude CO until corrected and copies of As-Built topo survey meeting WMD criteria and Engineer's Certification of As-Built Construction provided to Public Works. Rick CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a,coab.us Application Number 07-00000221 Date 3/02/07 Property Address 753 ATLANTIC BLVD UNIT 1 Application type description COMMERCIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc INTERIOR PARTITION WALLS/PART OF ORIGINAL BUILDOUT ---------------------------------------------------------------------------- Owner Contractor ------------------------ STYLES CONSTRUCTION, INC. 1537 PENMAN ROAD JAX BEACH FL 32250 (904) 241-4477 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 3/02/07 Valuation 0 Expiration Date 8/29/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- Permit Fee Total .00 Plan Check Total .00 Grand Total .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s %-$'"~'~'''~,~ BUILDING PERMIT APPLICATION J .;~~ ."~~ ~ '` 1 .~ CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 ~~"~~~ Office: (904)247-5826 • Fax: (904) 247-5845 ~~~ ~~ !, ;/;,~ o~-aar ~ Job Address: ~ ~ ~ - ~ ~~"~ G/1+ IlC..• ~~ V~. ' Permit Number: /1~ = z~~~7-~ Legal Description Valuation of Work (Replacement Cost) $ O ~ ~' S I ''"~ ~ +~ ^ Class of Work ((Circle one): ew Addition Alterat' epair Move ~ ~"~ 1 ~ ~ ^ Use of existinglproposed structures ((C~ircle one): mmercial idential ^ existin structure is a fire s rinkler s stem installed? ><rc a one): es " No N /A ^ If an g homeowner's association or other rivate enti re aired? (C><r~~ne): Yes No Is approval of p ty q ~r+ o -F Describe in detail the typ to of work to be performed: Prouerty Owner Information Name: ~ ~ l~ ~ ~' U (~ ~'' ~""I t. S Address: Z 2 -7S b 7f ~ • t~ ~ /~ . City r1 e~ ~-~ b~c~ ~~, Stated l..Zip ' 22-- Phone ~ l - / 5~ / Contractor Information: Name of Company: S ~ CS ~i/l S~"V't~C ~ r' e r'1 Qualifying Agent: Address: t 5 3°7 ire n ~G ~ rZ ~ City cJ ~- x 6 c. ~ tate G L Zip 3 » 5~ Office Phone ~ u ~ ~ ~/ / - ~ ~ -7 `7 Job Site/Contact Number ~ 5 ~7 - ~-~ ~ ~ ~r M +~ ~ CA y State Certification/Registration # ~ +'~-- 12 S 6 ~~ °/ Office Fax # ~ o t! - a-y ~- V $~ 1 Architect Name & Phone # ~-~ re c~ ~ r t (S Engineer's Name & Phone # Application is hereby made to obtain a permit to do the work and installations as Indicated. 1 certzly that no work or tnstattazton nas commencea prior to the issztance ofaQernzit and that all work will be performed to meet the standards o{all laws regulating construction in this 'ttrisdiction. Tlzis permit becomes null and void if work is not conznzenced within six (t5) months, or if construction or wor/c is suspended or abandoned for a perio~ofsix (6) months at any time after work is conznzenced. I understand t/zat separate permits must be secured for Electrical Work, Plumbing, Sigtts, Wells, Pools, Furnaces, Boilers, Henters, Tnnks nttdAir Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and lznow the same to be true and correct. All provisions of lativs and ordinances governing this pe of wor/c tivill 6e complied with whether sp cified herein or not. The granting of a ernzit does not presume to gtve authority to violate or cancel the provisions o~ny other federal, state, or local [aw regal tng con izc nor the perfornza of ~onstratction. ~i!~~~ Signature of Properly Owner: Si ature of Con i~~, Sworn to and subscribed before me this ~ Day of M0.c•c~-~ I ab0"•( Notary rnmrnlf 000210 e~~re^ , ~nt2om 9onaed thty taoo>~s2~: Sworn to and subs~bed before me this 1,~ Day of /'Yl c~.r'C.y, 1 Notary Public: ~'"'"~~~ ~'~ ;~;~~`• "%,: TERRI LYN MESSINA ~d': MY COMMISSION # DD615242 ~'~?o ~.d°'~ EXPIRES November 15, 2010 IaOT)398,Ot53 FiondaNOteryService.com DO NOT WRITE BELOW PHIS LIlVI:: OI~'FICE USE ONLY Revi w Result Circle one /~ ~.~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD " ATLANTIC BEACH, F'I. 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00033054 Date 7/12/06 Property Address 753 ATLANTIC BLVD Tenant nbr, name ~. CONSTRUCT GYMNASIUM Application description COMMERCIAL NEW CONSTRUCTION Property Zoning TO BE UPDATED Application valuation 650000 Owner Contractor ------------------------ O.U.R. PROPERTIES -------------------- STYLES CONSTRUCTION, ---- INC. 2275 ATLANTIC BLVD 1537 PENMAN ROAD NEPTUNE BEACH FL 32266 JAX BEACH FL 32250 (904) 241-4477 - --- ------------- ----------------------------------- Permit BUILDING - ----------------------- PERMIT Additional desc . Permit Fee 1960.00 Plan Check Fee 980.00 Issue Date ------ Valuation ---------------------------- 650000 ------------- ----------------------------- Special Notes and Comments APPROVED BY R CARPER 5/27/06 ----------------- - ------------- ----------------------------------- Other Fees --------- - CAPITAL IMPROVEMENT 3025.00 SEWER IMPACT FEES 12700.00 WATER IMPACT FEE 2420.00 WATER CONNECT/METER ONLY 760.00 WATER CROSS CONNECTION 200.00 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged Paid 1960.00 1960.00 .00 .00 980.00 980.00 .00 .00 19105.00 19105.00 .00 .00 22045.00 22045.00 .00 _00 Credited Due PERMIT; IS APPROVED~ONLY IIV ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDIlVANCES AND THE FLORIDA BUILDING CODES. r~;%iiJ//ri ~r • ~.-`~'\, CITY; OF ATLANTIC BEACH ~,~~ ~ - ~~ ~ PERMIT CALCULATION SHEET / J'~ Date ~~~(~_ Permit Number ~ ~~ ~S~,L_______ ~p ~ Contact Name Phone Heaved Square Footage @ $ per sq ft = $ ~. cge /Shed @ $ per sq ft = $ ~,, Carpo~~rt /Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Va- l~ustioil 1 ~c $ _ $ Remaining Value $ per thousand or portion thereof COCO SN+'IRUCTION TYPE: TOTAL BUII.DING FEE $ ZONING: + % Filing Fee $ FLOOD ZONE: _ ()Fireplaces @ $35.00 $ IiviPERVIOUS SURFACE: ~'ot1~i^ac~or ~ P~DV'de ' n1P.~' cad p~ovld ~ , A ~~ 5e.~u ~ "1-P ~ ~ ~ ~y.,~ - 16ovosF - ``fox /6o=6yvo i~',~fiai / - sR~f,-a,~ns Xati2Ga= 6300 ~Z~7ao rv v rrr+e -~' ~o,~p,~-,~,1 ~~~.us X 3~5~ ~~05~~ ~.~`-3~y~ rn~~~ X X075 = 3~ 0~5 I ew_ ~~ AB CONSTRUCTION SURCHARGE CAPITAL IIviPROVEMENT CITY RADON SURCHARGE SECTION H IIvIPACT FEE SEWER IMPACT FEES SEWER TAP FEES ST CONSTRUCTION SURCHARGE STATE RADON SURCHARGE WA'z'ER CONNECTMiETER ONLY WATER CONNECTrI'AP & METER WA'~I'. CROSS CONNECTION W ATER IMPACT FEE OTHER $ D $ $12;700 $ N~_ $ 7 0 $ h/ $ Ott $ f~ GRAND T*~TAL DUE: $ W ~~~ Cvn ~ ~SS ~ p on ~ (~ x ~~ ~ X lam- /~ ~ ZcSV o / 1 J' 055 {on» G cfi 0 ~ ~ ~ ~ i n G(t,wQ~.'s ~ nSPI c,H! rn a/ .y~y (s " ~i ~e ~il1G M-~'~'/ ~ 1/13/03 . I T/1T 11 ~ /1~~ rSrU~l~rjY; `~ ': it .~ _ ~ti ~, ~~ U;il~>r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date ~ l~~fj r Permit Number ~/ -- _~~~r/~~_ Address - - 753 ~~~~ ~ d'S ~v~. ~~~~~.~~1 ~~~5` ~~J Contact Name Heated Square Footage @ $ Garage /Shed @ $ Carport /Porch @ $ Deck Patio Total Valuation @ $ @ $ Phone persgft=$ per sq ft = $ persgft=$ persgft=$ ,per sq ft = $ TOTAL VALUATION: $ 1 S` $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + ~/2 Filing Fee $ FLOOD ZONE: ()Fireplaces @ $35.00 $ IIvB'ERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE ~ ~,~~„~ ~ ,v~~lde ~ CAPITAL IIvIPROVEMENT ~3Lsx~ $ ~ G o 0 ~, i n`Sk`'G/ ~i.e ~ CITY RADON SURCHARGE $ ~ SECTION H A~IPACT FEE $ ~' ire ~ ~ ~~ e n~-t.~xr. SEWER IlvIPACT FEESCz ~ ~ x $ / ~ g ~ p SEWER TAP FEES $ ST CONSTRUCTION SURC GE $ STATE RADON SURC E ~ $ WATER CONNECT/ME ONL~ $,~~ $ ~a WATER CONNECT/TAP METER _ $ ,n/~p WATER CROSS CONNE TION $ ~,g p WATER IlVIPACT FEE OTHER $_~o~_ $ GRAND TOTAL DUE: $ ~K- ~on~a fG ~ 1/13/03 ~• 2~.0~ {~ ~" _ ~._ ~~' ;=~ ~ CITY OF ATLANTIC BEACH 1 ~ 800 SEMINOLE ROAD '""`'' ~ ATLANTIC BEACH, FL 32233 ~` INSPECTION PHONE LINE 247-5826 ,';; ~1s~i~ f Application Number 06-00033597 Date 7/31/06 Property Address 753 ATLANTIC BLVD Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner --- - - Contractor - - ----------- OUR PROPERTIES ------ ------------------------ SHULER CONSTRUCTION 7191 224TH ST ATLANTIC BEACH FL 32233 CORAL SPRINGS FL 32071 -------------- - (904) 483-7496 --------- Permit - ---------- PLUMBING -------------------------------- PERMIT --------- Additional desc . Permit Fee 42.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date ------ - 1/27/07 - --------------- 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 PERMIT I5 APPROVED ONLY IN ACCORI-ANCE WTTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,t ri y~~~1 ~, ~ - ~., :~x ~ ~, CITY OF A7CLANTIC BEAC~I N.. {~~ ... S~ -. , ~~ PLUMBING PERMIT APPLICA'T'ION . . ,~,: _: a~~y:~,3~>r . Date: ~~ . ~ ` . ~ L.P Property Address: ~ 5 ~ ~T~' C, l V l ~ ~ ~ ~ V CI ®wner: . l,~ ~~. ~ 1~~jV?E' 1~ ~ `2 S Telephone #: ~ Contractor: ~ ~~C 1'~ ~~(~ V~ S ~'" ~ .(- a 1 ~ ~~ ~~ Telephone #: ~~-~~3'7 u I~p Contractor Address: ~ ~ Cl ~ a p~ u ~'!~) ~ d{~i~i.Q I'? ~~ Fay #: ~j~1j ~,~'~0(0 Contractor Si nature: g v~ ,~.~ ,CI ~ (,.~_ ~Ji~t,~ 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 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. Pluanbing Type: If other construction is being done on this building or site, ,,~- New list the building permit number: ^ Re-Pipe ~P- U 00 ~J3 (~S L' Numlber of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washin Machine Lavatory Water S ewer Water eaters Sprinkler System Other Fees Peranit Issuing Fee: $35.00 Total Fixtures: ~ $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845. http://vuvdvv.ci.atlantic-beach.fl.a~s Revised 1/04 ~+~~ 9 '. ~ ~ ~~ N ~ ~ o A Y ~ '~, ~ ["~ ~~~ ~ ~ ~~ N ~ ~~ ~ ~~ ~ O rq1 ,.3 ~ .y {~. ~ A~ 1~ ~j. 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Date: ~ (~ CITY OF ATLANTIC BEACH $00 SENHNOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Attn: ~ _Dyr U lrlkc. ~~ . , PA, I D Regarding permit number: __~lp - ~?~1~ fi Our records indicate that the inspection you requested at the property listed below did not pass, and a re-inspection fee has been assed. JobsiteAddress: ~„~ ~$,{,l~fj`, ,~jlQf Inspection Dates: ~~~~ i ~~~ ~ ~~o~ In order to ensure that future inspection requests are processed, please remit your payment with the enclosed receipt to the City of Atlantic Beach Building Department at your earliest convenience. Thank you for your cooperation and timely response. Sincerely, City of Atlantic Beach Building Department PERMTI' IS APPROVED ONLY IN ACCORDANCE wITH ALL CITY OF ATLAIV'I'IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PREPARED 4/06/07, 9:38:20 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L `APPLICATION NUMBER: 06-00033054 753 ATLANTIC BLVD FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- RE-INSPECTION FEE 35.00 RE-INSPECTION FEE 35.00 RE-INSPECTION FEE 35.00 TOTAL DUE 105.00 Please present this receipt to the cashier with full payment. PREPARED' 1/18/07, 13:02:29 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L ~: APPLICATION NUMBER: 06-00033054 753 ATLANTIC BLVD FEE DESCRIPTION P.~~9~~ DUE RE-INSPECTION FEE TOTAL DUE /35,00 Please present this receipt to the cashier with full payment. ~9~pu~~x ,C~.: ,e/~/~ AR~~ ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. V, r ,~J;=_ V~ V ~- 1 ~ ~; ~~~~ N OTI C E ~ $35.00 REINSPECT FEE [] NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC . at 247-5826 for an inspection. Office MECH hours are Monday through Friday PLMG 8:00 a.m. to 5:00 p.m. BP006U01 CITY OF ATLANTIC BEACH 1/18/07 Edit Narrative 12:21:13 ~~ipiication number, type 06 00033054 COMMERCIAL NEW CONSTRUCTION Property address 753 ATLANTIC BLVD Type information, press Enter. FIREWALL FAILED DH F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults `~~~~lec~'j~ ~..~ti~e ~ /G q D /1~ ~^ . ut CITY OF ATLANTIC BEACH ~ ~ ~}' ~~~ 800 SEIITINOLE ROAD ; '~ = ~ ~ ATLANTIC BEACH, FL 32233 -.~ ~°.~~~ ' ` ' ~" IN`'PECTION PHONE LINE 247-5826 , , ,-° Application Number 06-00033054 Date 7/12/06 Property Address 753 ATLANTIC BLVD Tenant nbr, name CONSTRUCT GYMNASIUM Application description COMMERCIAL NEW CONSTRUCTION Property Zoning TO BE UPDATED Application valuation 650000 Owner Contractor --------------------- ---- O.U.R. PROPERTIES STYLES CONSTRUCTION, INC. 2275 ATLANTIC BLVD 1537 PENMAN ROAD NEPTUNE BEACH FL 32266 JAX BEACH FL 32250 (904) 241-4477 Permit BUILDING PERMIT Additional desc . Permit Fee 1960.00 Plan Check Fee 980.00 Issue Date _ - Valuation ---------------------------- 650000 ------------- --------------------------------- Special Notes and Comments - APPROVED BY R CARPER 5/27j06 ------- ------------- ---------------------------------- Other Fees ---------------------- CAPITAL IMPROVEMENT 3025.00 SEWER IMPACT FEES 12700.00 WATER IMPACT FEE 2420.00 WATER CONNECT/METER ONLY 760.00 WATER CROSS CONNECTION 200.00 Fee summary Permit Fee Total Plan Check Total tether Fee Total rand Total Charged Paid 1960.00 1960.00 980.00 980.00 19105.00 19105.00 ?_2045.00 2?.045.00 Credited Due .00 .00 .00 .00 .UO .00 .00 .QO NEKMCC IS APPKt)VEI) ONLY IN ACCORDANCE WI'i'N ALL CITY OF' A"CLAN"CIC Ri~,AC.it ORDINANCES ANfl THF: FLOKIllA 13I1ILDING CODES. UCt 1J ~UUti ~: ~JF'i"F 9043783445 _ P•~ CITY OF ATLANTIC BEACH 800 5EIVIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHOI~iE LINE 24'7-5826 Application NutE~her 06-00034116 Date lOf 19f 06 Property Address _ 753 ATLANTIC BLVD Application type description MECHANICAL ONLY Pro}~erty Zoning TO BE UPDATED Application valuation 0 Application desc FIRE SPRINKLE Owner Contractor BAILEYS GYM TRIPLE S FIRE PROTECTION, INC 7 02 9 CONQ~[©NWEALTH AVE ATLANTIC BEACH FL 32233 STE ~14 JACKSON~IZ LLE FL 3 2 22 0 (944) 378-3449 Permit FIRE SPRINKLER Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1Of19f06 Fee summary Charged Paid Credited Due Permit F.ee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 P'BR1Yift' I8 A!lIt01'FD Ori1LY IIY ACCOItDAIYCi{ ~YITH ALL CITY OF ATLANTIC itiACH ORDINANCES AND TAE FI.ORRIA lIUI4D1t4G COHlS rS:.%t/ll~rt j - °~ CITY:OF ATLANTIC BEACH it ~ ~j ~,~ .-_ // PERMIT CALCULATION SHEET Dat .e - - ~. ~_ Permit Number ~ /,~~~, ,3 (~,~~ Adc cress ~ ~~__~.~L--a~~~~--~~~ ~ ~---~-~-~'`t---- Con tact Name Phone Heat ed Square Footage @ $ per sq ft = $ Gana ge /Shed (a~ $ per sq ft = $ Carport /Porch Deck " Patio @, $ persgft=$ @ $ persgft=$ @ $ persgft=$ TOTAL VALUATION: $ Iota- 1 V a n -.~ Remaining Value I" $ $ per thousand or~ portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING; + % Filing Fee $ FLOOD ZONE: _ ()Fireplaces @ $35.00 $ IIvfPERVIOUS SURFAvE: COn~1"~GFDP ~ !'DUlr.~e ~ ~ P AB CONSTRUCTION SURCHARGE CAPITAL IlvIPROVEMENT $ $ • Tt~ ~',~ .~ ~ ~S.{u,lt {-G~.e. to`` ~~~ ~;,~e CITY RADON SURCHARGE _ $ ryt~ C,~d ~tDy~d ~= ,,~ SECTION H IIvIPACT FEE $ w ~ ~ Yri~-~/' in~~ ~ SEWER IlvIPACT FEES $12~- ~, t~ o ' '~ fiEWER TAP FEES $ N~ ST CONSTRUCTION SURCHARGE $ s~-~'~'' ~'"'-P`~`'~'' ~ ~ STATE RADON SURCHARGE ~ $ `jox /b o=(,yp0 ~ y.~ - j6 ovosF - ` WAY'ER CONNECTJMETER ONLY $ `7 D - ~n~+ / _ S"~,¢s}~-~r»s XJ~i2Ga= (c3~, WATER CONNECTrI'AP 8c METER . $ N " f Z~ ~ a o WATER CROSS CONNECTION $ OD ,; ~.1 ~ prvv~me~'~ ~' O C~„ ~ WATER~ACT FEE OTHER $ Ci ~ ~` ` 3~y'' r~^.e,F:ers X / o ~S = / o ( $ o ~~ rnef~~ X o I ~~-" ~~ 3 GRAND T'JTAL DUE: $ ~, x ~~ X lS'L lC ~ ?~ '- C d' 055 t~nn e- ~ a ~ ~ ~o ~ ~ n,c(~~s ~ ^SP.e rh ~+ ~~P .{~- (a " Fi <e (; n e rn.z(-Qr'! 1/13103 ~J ~/ /~ /] / /~ ~ WATER///IjjjMPACT FEE W/Of R/KSH~E/lET ,s~ U //~~, ~,/, nnnre~e~. / `'1 ~C / /~-~h'Y/.'..q ~~/ . ~i~/~ ~/7 S% (/iD •~,~~l~l~/ ~l~J~~'," ML URi:..]J. / ~XTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD IXTURES ~~ UN(T5 Automatic clothes washers, corrmeraal 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, ~ Bidet, and bathtub or shower ti 1 Bathtub (with or without ovefiead shower or whirlpool attachments ~ 2 Bidet 2 Combination sink and tr 2 i ( Dental lavato ~ 1 Dishwashin ,machine, domestic ~ 2 i 1 Drinkin fountain/lcemaker ~_ ~ Root drains z '~ ~ Hose bib 1 i Kitchen sink, domestic 2 ~ Kitchen.sink, domesticwith food waste grinder and/or dishwasher ~ 2 f I Laund tr (1 or 2 co artrnents 2 i Lavato 1 ~ , (` I . Shower com artment, domestic 2 1Q o Sink ~ 2 Urinal ~ ~- 0 I ~ Urinal, l anon er Aush or less ~ 2 i Wash sink circular or multi le each set of faucets 2 i Water closet, flushometer lank, public or rivals 4 if Water closet, private installation 4 Water closet, public installation 6 ~ ~ D TQTAL NUMBER QF UNtTS= MULTIPLIED X 20 Tr1T A i t !'i ~ r __ ' ~ ~ ~ ~ , CITY OF ATLANTIC BEACH 8aa sElvmvoLE RoAn '~ -~ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034206 Date il/17/06 Property Address 753 ATLANTIC BLVD Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc FIRE MAIN Owner ------------------------ BAILEY ATLANTIC BEACH FL 32233 Contractor ------------------------ ROSE FIRE PROTECTION 1296 HEMPEL AVE WINDEMERE FL 34786 ---------------------------------------------------------------------------- Permit FIRE SPRINKLER Additional desc Permit Fee 105.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 11/17/06 Special Notes and Comments EXISTING 6IN TAP IS ON THE NORTHSIDE OF THE EXISTING 6IN MAIN THEN CIRCLES BACK TO THE BACKFLOW AND THEN RUNS WEST UNDER THE RETENION POND ON THE NORTHSIDE OF THE BUILDING. CONTACT CHRIS WALKER FOR COORDINATION/INSPECTION OF METER INSTALLATIONPROVIDE METER AND SERIAL # TO PUBLIC UTILITUES DEPT WHEN INSTALLED 247 5834. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total Plan Check Total Grand Total 105.00 105.00 .00 .00 .00 .00 .00 .00 105.00 105.00 .00 .00 PERMiT'IS APPROVED ONLY 1N ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 .(904)247-5800 (404)247-5834 (904)247-5845 Fax (904)247-5843 Fax ~ ~~ PLAN REVIEW COMMENTS Permit Application # 06 ' 3 ~Z.a~O Property Address ~ ~~ /~r ~'~~/ ~ C ~/Vv etler S. Doerr i~~ ~ /~~PA,~r~~~T Applicant: ~dS ~ ~`'i ~,~ ~/"0 % ,L' T/ D/Il ~ ~ p ~~ Project: /~ i ti This p mit application has been: ~i Approved as noted by the ,~.~-~- Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: .- i t?. ' ~ v~ S/ US. 3~ - ~~ ,. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: Date: Date Contractor Notified: i"i 1.:~1Pf J'j,y ~~ - ' ~~ CITY 4F ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Warks & Public Utilities Departments S. Doerr '+~ J,3~>'~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Rlorida 32233 Atlantic Beach, Florida 32233 ink (904) 247-5800 (904} 247-5834 ~ (904) 247-5845 Fax (904) 247-5843 Fax `/'-!`-"~ ~i~~ ~~ PLAN REVIEW CON[MENTS ~~ fJ~,e r1~~~T Permit Application # ~~i' '' ~ ~,Z.ol~ Property Address ~~~ ~IJ/~ ~ ~' ~r f/"' Applicant: ~os,E" /""f,2~ 1"/!!"~FG''r/D/if Project: f'" / ~ G t// A~~ 71 This permit application has been: Approved as noted by the Vl ~~ /~~ Department. ` Final application approval must com from the Euild~ Department. 0 Reviewed and the following items need attention: [} a J` OcJ ~ a - wf ~r Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: Date Contractor Notified:..~D 7 ` ~aJ ' 1 ~rl~..'~ Date: ~i- / L~---~~ N~~1 ~ ~ ~~ >~:. a ct 27 06 03:50p Information Systems ~L,f r•i r~~, J Y :, ~~!Jii)~r ~~ ' lob Address: ~53 ~''T ~ C,~~ ~~ ~ Owner's Name: Address: 904-247-5845 p.1 CITY OF ATLANTIC BEACH $UILDING PER~VIIT APPLICATION (New Residential & Commercial) Date: /~ l~ • 2 . 0 !p jU(~ . ~•~~Gdl7~C~ rJGsc.~- p~v~ ."~i 7 Z1 Phone: contractor: _ Rp'SL Citr~ Q(U~'".~~_~a~^ State License Number: y 2t3? G y yo~1 z ag 3 Address: 2,1 (p ~~LMT~1 ~~ue . Phone: `~°7 - ti I ~ T i~( ~ City: L-/ 1 d ~ Yh.t/~' State: ~(„~ Zip: 3 y 7G ~ Fax: _ ~° ? ' S e.'. (-- l I g ~ Describe proposed use and work to be done: r .~ ~ /l1 a ,~ ~, --- Present use of land or building(s): ~ 2 l - 3 S~- SGG ~ Valuation of proposed construction: _ ~~ b(?0 ~ CPS ~V! b Is approval of Homeowner's Association or other private entity required? If yes, please submit with this Application. Wi11 this project involve changes in elevation, site grade or any use of fill material, addition of 5°10 or more to the original impervious area? (~NO. Applicant certifies that no change in site grade, impervious area or fill material wiD be used on this PROCEDURE: II~7 ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN Tim ISSUANCE OF PERMITS. project. [YES. Approval of the Public Works Department is required prior to issuance of a Building / Permit The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone # is (904) .249- 5834, Rick Carper, Director. VERIFY ZONING DESIGPTATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. Ih YOU ARE Ur SURE OF THIS INFORMATION, PLEASE CONTACT THE PLANNIIVG AND ZONING DEPARTMENT AT 904--247-5826. PLEASE READ ALL INSTRUCTIONS, WITHOUT THE INFORMAT70N REQUESTED THE APPLICATION WILL BE RETURNED WITHDUTREVIEFY BUILDING CONSTRUCTION PLANS 5 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITIO]V FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHA_TTICAL, ELECTRIC," 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247,5826 Fax: (904) 247-5845 httn:;/~-~ww.coab.us Pa°ge Z Revised ]0/06 Received Time O~t.27. 3-50PM ct 27 O6 03:50p Information Systems 904247-5845 p.1 _ _.___ " _ ri'""''`~~ " CIT'E' OF ATLANTIC BEACH ., .~ _ =~ ".:.~ ~ `._,~.G+'r~~,, ~:~,~ :~c ~ ~ ," BUILDING PEF:MIT APPLICATION ;_ ."~.:, f '''~ " ~ (New Residential & Commercial) ~~ r ! Date: !! . 2 0 ~p JobAddress• ~~...".~~ i~~~~` S~Vtl ~•~~uH7~t.. ~r-s~-L ~1~~ Owner's Name: Address: Phone: _ __ Contractor: ~o'~' ~Y.~ ~3~~-p~_~.cy~ State License Number: y Z~'r {~. y oar I z aU 3 Address: ~ 2. ((~ ~~~ t ~f/'L~u~e,~ Phone: 4t°7 -• S Z l - "t ~ ~( _ City: (rv t+t del ~ State: ~~ Zip: ~ ~ ~~ 4- Fax: ~° 7 •-$ / --- Describe proposed use and work to be done: Present use of land or building(s): ~, jj ~ 2 / • 3 s~- ~G ~ Valuation of proposed construction: T ~, ~~ ~ ~ ~ V! b Ts approval of Homeowner's Association or other private entity required? Ifyes, please submit wilfi this Application. Will this project involve changes in elevation, site grade ar any use of fill material, addition of 5°Jo or more to the original impervious area? (~NO. Applicant certifies that no change in site grade, impervious area or fil! material will be used on ibis PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS REC011~ED THAT THE project. YES Approval of the Public Works Department is required prior to issuance of a BmTding Permit. The Public Works Deparimeat is located at 1200 Sandpiper Lase, AB, Telephone # is (904} 244- 5834, Rick Carper, Director. ARCHITECT OR ''"''nR OF RECORD COMPLETE THIS CHECKLIST, AS IT YS DETAILEI: AND TECHNICA "`'rTAIlVS LANGUAGE SPECIFIC TO ADOPTED CODES. AT INCOMPLETE A ~ ION OF INFORMATION WILL CAUSE A DELAX IN THE ISSUANCE OF P ~! ~~ ~ VERIFY ZONLVG t ,~ 3ACKS FOR THE PI40POSID CONSTRUCTION. IF YOU ARE (Jl~`SCtRE UR TI ~/~ ~„-~ TACT THE PLANNIIVG AND ZONING DEPARTMEI4T AT 904-247 5~8Z6. PLF.~A.SE ~ _ ~ ~ ~ i9 _ -N5, WITHOUT THE INFORMATION REQUESTED THE APPLICfI~~..._ E RETURNED WITHOUT REVIEW BIJILDLNG CONSTRUCTION PLANS 5 SETS OF PLANS STEP I. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUESTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLX WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE, BUILDING, PLUMBING, MBCHANiCAL, ELECTRIC" 8n0 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904} 247-5826 Fax: (904} 247-5845 • httn:r/~rw~v.coab.us Page 2 Revised IO/OS deceived Time 4et.27. 3:50PM ~~ vSJ~.~ f•/~i+ ,~~ ~ ~ ~~, CITY OF ATLANTIC BEACH ;~ ~ ..,~,~ ~ ; PLAN REVIEW SHEET Building Department Public Works 8c Public Utilities Departments ~"~F;i~'~ 800 Seminole Road 120(} Sandpiper Lane Atlantic Beach, .Florida 32233 Atlantic Beach, Florida 32233 {904) 247-5800: (904) 247-5834 (904) 247-5$45 Fax (904} 247-5843 Fax PLAN REVIEW COMMENTS Permit Application # Qi' '' ~ ~•~~~ S. Doerr i~~ ~~o ~~/'R,~rm~~T~ Prnperty Address I ~'~ --I"~~~~ ~ C ~~~~ . Applicant: ,fSt~..~ ~ ~'~,C~ ~i'o rFl'Tfoi-/ Project: This permit application has been: Approved as noted by the ~, b ~_ Deparhnent. Final application approval must come from the Building Departments ~ Reviewed and the following items need attention: ~ ~~ ~~ Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed 13y: ~ / ~ ~ t/„T rS ~ ~ 1(~i~.-/~ Date Contractor Notified: Date: t f " ct 27 0~ 03:50p Information Systems + . Jr ,. '~ 'sr. ~ ~ ~r~..~J~ ~ _ i I I. .1..' y J _o~ ~t ~~ X53 `~~~~ }~-~~ ~~ Job Address: ~~ C." Qwner's Name: 904247-5845 p.1 CITX OF ATLANTIC BEACH BUILDING- PERMIT APPLICATION (New Residential & Commercial} Date: /! . Z d (p (U t~ . l,.i• ~ ~GiN ~(~ ~JGS c,.L ~l vcJ~ ~7 7 ~~ Address: Phone: Contractor. R,.o ~, ~~ Q27~'~r kw~ State License Number: 7 2Es? G. Y dog J L ac, 3 Address: ~ Z.1 ~ ~~L-*-".~r~ ~'~~c.M Ph~e: ~~7 - S"Z I ~' "j Jet ,• i City: Lv ~.n dJ >~ State: ,~~.._. Zip: ~ ~ ?~i 4- FaQC' ~° ? ~$ t Describe proposed use and work to be dare: r~2L.` /~ ~i ~ Present use of land or build'uzg(sj: ~ Z (- 3 S~- Sl/G Valuation of proposed construction: T ~, b~~ ~ ~ ~ V% b Ls approval of Homeowner's Association or other private entity required? If yes, please submit with this Application. Wilt this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to tine original impervious area? [~NO. Applicaat certf5es that uo change in site grade, impervious area or Ctll material will be used on this PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS REGOI121VIFNDEI} THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMI"LETE THIS CHECKLIST, AS IT IS DETATLEI; AND TECHNICAL, AS WELL AS CONTAINS LANGUACsE SPECIFIC TO .ADOPTED CODES. AT INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN TIC ISSUANCE OF PERMITS. project. YES. Approval of fire Public Works Department is required prior to issuance of a Building Permit The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone # is (904) 249- 5834, Rick Carper, Director. VERIFY ZOIrTLVG DESIGNATION AND PROPER 5ETBAt:KS FOR THE PSOPO.SID CONSTRUCTION. IF YOU ARE UASURE OF TFQS DVRORMATION, PLEASE CONTACT THE PLANNIIVG AND ZONING DEPARTMENT AT 904-24?-5826. PLEASE READ ALL INSTRUCTIONS, rIYITHOUT T'HE ~INFORMATI'ON REQUESTED ?'XiE APPLICATION ~'1'LL BERETURNED WITHOUTREYIE6Y BUILDING CONSTRUCTION PLANS S SETS OF PLANS STEP I. PROV[DE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "T1~SI/ PLANS WERE PREPARED AND SHALL COMPLY WITS[ THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE, BUILDING, PLUMB11+7G, MECHANICAL, ELECTRIC." 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 Fax: (904) 247-5845 - httn:i/~~•w~v.coab.us Page 2 Revised 10/06 deceived Time. Oct. 27. 3:50PM Page 1 of 1 McKay Cathleen From: Walker, Chris Sent: Friday, February 02, 2007 1:51 PM To: McKay Cathleen Subject: RE: Final C.O. for 753 Atlantic Blvd. (Bailey's Gym) Everything is good here From: McKay Cathleen Sent: Thursday, February 01, 2007 12:47 PM To: Kaluzniak, Donna; Carper, Rick; Walker, Chris; Nodine, Phil; Deming, James Cc: Matthews, Carlene; Lanier, Joyce Subject: Final C.O. for 753 Atlantic Blvd. (Bailey's Gym) This is to notify all that a final Certificate of Occupancy has been scheduled for the following: Location: Bailey's Gym 753 Atlantic Blvd. Bldg permit # :06 33054 Contractor: Styles Construction 1537 Penman Rd. Jax Bch, FL 32250 Contact: Dave ~ 545-9107 Thanks, Catie McKay COAB BIdg.Dept. 2/2/2007 Page 1 of 1 Graham Shirley From: Clemons, Malcolm Sent: Monday, February 05, 2007 8:46 AM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: Final C.O. for 753 Atlantic Blvd. (Bailey's Gym) Backflow OK ,Malcolm From: Kaluzniak, Donna Sent: Thursday, February 01, 2007 2:36 PM To: Clemons, Malcolm Subject: FW: Final C.O. for 753 Atlantic Btvd. (Bailey's Gym) From: McKay Cathleen Sent: Thursday, February 01, 2007 12:47 PM To: Kaluzniak, Donna; Carper, Rick; Walker, Chris; Nodine, Phil; Deming, James Cc: Matthews, Carlene; Lanier, Joyce Subject: Final C.O. for 753 Atlantic Blvd. (Bailey's Gym) This is to notify all that a final Cer#ificate of Occupancy has been scheduled for the following: Location: Bailey's Gym 753 Atlantic Blvd. Bldg permit # :06 33054 Contractor: Styles Construction 1537 Penman Rd. Jax Bch, FL 32250 Contact: Dave ~ 545-9107 Thanks, Catie McKay COAB BIdg.Dept. 2/5/2007 BP501U02 CITY OF ATLANTIC BEACH 4/05/07 Inspection Results Entry 08:30:30 Application number, type 06 00033054 COMMERCIAL NEW CONSTRUCTION Structure, permit 000 000 BLDG 00 Inspection type, sequence 16 0001 CERTIFICATE OF COMPLETION Property address 753 ATLANTIC BLVD Request date, time, by 1/31/07 17:00 CM Type information, press Enter. Inspector ID (F4) DH Results date `~6~T Results status (F4) DP Final insp - flag (F4) N Edit comments Y Y=Yes Display inspection penalties _- Y=Yes Point value 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: Improvements to the accordance with the occupancy as: ^ Lowest Floor Elevation CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET r 'v~ °~~. The following must be completea~` ~~~'~~'` r `~' ~ ~` ~ Ceram ate o an ~'"~~1~9 .1~ f ~~P ~~ Department Date Notified Date Approved Approved By Fire Dept. o? . a . 0 7 ~ • ~ , o "7 ~,e.5 Public Works a , a . Q 7 :~ _ ~ -0 ~ 7~ Planning Dept. Building Dept. ~ •01.0"7 ,~ . a . p '~ Final Survey with FFE ^ Yes ^ No ~~'~ ~vf~ /, CGS-~-~~c ~.. ~-- r All Re-Inspect Fees Faid ^ Yes ^ No 1,,11 t1~--1 ~"~ U ~. ~~ ~~, 20~ 7 ~~. f~~ , ~'~ .`~~ City of Atlantic Beach -' S ~ Building Department :~;~13~~~ Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: April 6, 2007 Contractor: Styles Construction, Inc. Address: 753 Atlantic Blvd, Atlantic Beach, Fl 32233 Construction Type: 5-B Occupancy Classification: Mixed (A-2,M, B) Permit Number: 06-33054 DAVID HUFSTET R BUILDING OFFICIAL Baileys Gym 753 Atlantic Blvd Graham Shirley Page 1 of 1 From: Prevention, Fire (FirePrev@coj.net] Sent: Thursday, April 05, 2007 8:40 AM To: Graham Shirley Subject: RE: Baileys Gym 753 Atlantic Blvd The Fire Safety Final at 753 Atlantic 81vd (Baileys Gym) has been finalized and all discrepancies satisfied. Jacksonville Fire Marshal's Office Inspector: Dwayne Ayers From: Graham Shirley [mailto:sgraham@coab.us) Sent: Wednesday, April 04, 2007 10:44 AM To: Prevention, Fire Subject: Baileys Gym 753 Atlantic Blvd Has this past all final fire inspections Thanks Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab. us pls respond email, as I will need something in writing. 4/5/2007 ~~~ r Graham Shirie From: Graham Shirley Sent: Wednesday, April 04, 2007 9:44 AM To: 'Fireprev~Coj. Net (fireprev~coj.net)' Subject: Baileys Gym 753 Atlantic Blvd Contacts: Fireprev@Coj. Net Has this past afl final fire inspections ... pls respond email, as 1 will need something in writing. Thanks b~"~ ~~ °~ Shirley L. Graham - r ~ ~ p L y` Building Permits Clerk \I Atlantic Beach, FL 111 sgraham@coab.us building-dept~coab.us ~m~1 . I i --11 1 W U~ o ~) o ~" F; ~~~ PC ~ ~ ~ ~ ' i ~ A ,~~ ~ ~~~, 1ad ~ ~or~~ °~ ~~ ~~P A~b~~~ ~ ~!~ n~ r f~ ~',~ j ~ b~ ~~,~,1~' IV " ~~ j ~~ !r/ J~.., J~ .. ~'' ~~, ._ <~ ~~~ ; ~ s~ City of Atlantic Beach .. ~ ~ - ~ Building Department ~' Certificate of Conditional Occupancy ~JS3l ~f` This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: February 2, 2007 Contractor: Styles Construction, Inc. Address: 753 Atlantic Blvd., Atlantic Beach, Florida 32233 Construction Type: 5-B Occupancy Classification: Mixed (A-2, M, B) Permit Number: 06-33054 On or before March 2nd 2007 Styles Construction is to request a Certificate of Occupancy inspection to reconcile the outstanding Building & Public Works items. 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W. JACKSONVILLE, FL 32257 PHONE: (904)-268-2551 FAX: (904)-268-4027 y~~cuso~° 2 FIRE JM DR18PU 6 C900 DR18 CL150 PVC GJ PIPE WILKINS W350DAOSYU 6 OS&Y DBL CHK DET ASSY CDR CDR CDR POLY METER VAULT AFC AFC2506MMLAOL 6 MJ RW DI OL GATE VALVE L/A KENEDY KENEDY FLG WAFER CHK VLV ELKHART ELKHART SIAMESSE FIRE DEPT. CONECTION CUSTOMFAB CUSTOMFAB DI FLANGE PIPE CDR CDR CDR POLY METER VAULT STAR SSGDP06 6 3000 SER DI MJ STARGRIP REST STAR SPVC4006 6 4000 SER PVC STARGRIP REST STAR SPRC1106 6 PVC PIPE REST 11000 SER RUSSELL 1461SW 2PC SC CI VLV BX 19-22 WTR ~r FERGUSONtl 4 FIRE Accessories Blue Brute is backed up by all the items it takes for smooth installation of water pipe. Direct taps can be made with proper tapping tools. (See detailed instructions on tapping in the "Blue Brute Installation Guide", TR-704B.) Cast iron p.D. Available in 4", 6", 8", 10" and 12" sizes, this pipe can be connected directly into cast and ductile iron fittings without adaptors or complicated procedures. '~FERGUSOIY' Short form specification Scope This specification designates general requirements for unplasticized polyvinyl chloride {PVC) plastic class water pipe with integral belt and spigot joints for the conveyance of water and other fluids. Materials Pipe shalt meet the requirements of AWWA C900, "Polyvinyl Chloride (PVC) Pressure Pipe". All Class 100 pipe shall meet the requirements of DR 25, Class 150 pipe shall meet the requirements of DR 18 and Class 200 the requirements of DR 14. Pipe All pipe shall be suitable for use as pressure conduit. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a factory installed, solid cross section elastomeric ring which meets the requirements of ASTM F-477. The bell section shall be designed to be at least as hydrostatically strong as the pipe wall and meet the requirements of AWWA C900. Sizes and dimensions shall be as shown in this specification. Hydro Testing Each pipe shall be tested to four times the pressure class of the pipe for a minimum of 5 seconds. The integral bell shall be tested with the pipe. Standard Laying Lengths Standard laying lengths shall be 20 feet (t 1") for all sizes. Piqe stiffness The pipe stiffness using F/oy for PVC class water pipe is contained in the table below: Class DR F/Dy (psi) 100 ~ 129 150 18 364 200 815 Quick burst test Randomly selected samples tested in accordance with ASTM D 1599 shall withstand, without failure, pressures listed below when applied in 60-70 seconds. Minimum burst Class pressure at 73'F (psi) 100 535 150 755 200 985 Drop impact test Pipe shall withstand, without failure at 73'F, an impact of a falling missile, Tup C, at the following levels. (Per ASTM D 2444). Pipe Impact size (in.) (ft./tbs.) 100 6 100 8 100 10 120 12 120 There shall be no visible evidence of shattering or splitting when the energy is imposed. ''~-IN/LK/NS ~i A ZD/iiA.COMPANY MODEL 350DA ~' Double Check Detector .~' F,~~ ~~.~ring Compound Checkr"' ~; Pa. .. No. 5,913,331 Mode1350DA Aoorovals/Listinas 21 /2" Th ru 8" FEATURES ^ Sizes 2 1/2"-8" ^ Double check valve consisting of two independently operated spring-loaded center guided check valves ^ Standard with two resilient wedge OS&Y (Outside Stem and Yoke) gate valves and four resilient seated ball valve test cocks . ^. The by-pass assembly consists of a 5/8" x 3/4" water meter in series with a double check backflow preventer ^ Nickel-plated ball valve handles reduce exposure to corrosion ^ For use in fireline applications ^ Lightweight ductile iron construction with FDA approved fusion epoxy coat inside and out ^ Dual torsion springs bias the check in the closed position (4"-8") ^ Modular poppet design: Lead-free engineered plastic (Noryl®) and stainless steel ^ No internal threads in body or cover, eliminating exposure to corrosion ^ Single access cover reduces maintenance and down time ^ Entire unit serviceable in line ^ Temperature range 33°F-140°F ^ Maximum pressure 175 psi Size 2 1/2" 3" 4" 6" FCCHR~USC H&V V ASSE®Listed 1013 H&V H&V AWWA Compliant H&V H&V IAPMO®Listed N/A N/A N/A N/A CSA®Certified H&V H&V UL®Classified H&V H&V H&V H&V FM®Approved H&V H&V H&V H&V GUL®Classified H&V H&V H&V H&V -n" Denotes approval m nonzontai onentanon -v" denotes approval in verncai orientation OPT~O/V$ *(Some Options Maybe Combined) Same as 350DA except less OS&Y gate valves. Same as 350DA except with grooved end gate valves. '~i .f t MODEL 350DA W/L/C/NS MODEL 350DA A uR .COMPANY ~~ ~' 21 /2" Th ru 8" ``~''t ' DIMENSIONS St WEIGHTS ~DO NOT INCLUDE PACKAGING ~~~ t i DIMENSIONS (approximate) WEIGHT MODEL SIZE in. mm A in. mm B LESS GATE VALVES in. mm C in. mm D in. mm E OS&Y OPEN in. mm E OS&Y CLOSED in. mm F in. mm WITHOUT GATE VALVES lbs. kg WITH OS&Y GATE VALVES lbs. kg 21/2 65 31 787 15 7/8 403 3 3/4 95 9 229 16 3/8 416 13 7/8 352 31/2 89 68 30.9 178 80.8 3 80 32 813 15 7/8 403 3 3/4 95 9 229 18 7/8 479 15 5/8 397 31/2 89 68 30.9 198 90 4 100 37 5/8 956 191/2 495 41/2 114 9 229 22 3/4 578 18 1/4 464 6 152 '106 48 296 134.4 6 150 44 5/8 1133 23 1/2 597 5 1/2 140 10 1/2 267 30 1/8 765 23 3/4 603 ~ 7 178 180 81.7 480 217.9 8 200 60 5/8 1540 37 1/2 953 10 254 12 305 37 3/4 959 29 1!4 743 8 1/2 216 374 170 850 385.9 A-~I Mode1350DA FLOW CHARACTERISTICS a15 ~; ~'~,10 0 5 w 0 a 0 m 90 ti 0 60 w y 30 N W Q a 0 0 10 o a15 vi x'-,10 y O 5 m w 0 a 0 ~/f ~90 -- - '•`~. 0 50 W ~ 30 m m w o. o E 0 0 oOo 0 0 O O C Dom- F Model 350DAG Model 350DA 2 1/2"'& 3" (STANDARD) E 0 0 0 0 C D F 200 400 600 800 FLOW RATES (U.S. GPM) Model 350DA 65 & 80mm (METRIC) 20 30 40 50 FLOW RATES (Us) Model 350DA 4" & 6" (STANDARD) 400 800', 1200 1600 FLOW RATES (U.S. GPM) MODEL 350DA 100 & i50mm (METRIC) 0 20 ao FLOW RATE (~a) so 80 100 O Rated Flow (Established by approval agencies) 43 i ~-a-~ i FIRE SECTIONAL DRA.W]NGS/DIMENSIONS AMERICAN FLOW CONTROL SERIES 2500 RESII~F..NT WEDGE VALVE SUBMITTAL DATA VALVE SIZE 2 2-1/2 3 4 6 8 10 12 QUANTITY NRS OS&Y DIRECTION OF OPENING CCW CW END CONNECTION INDICATOR POST FLANGE YES NO OTHER REQUIREMENTS __ _ } _JT~~/..ll g r MECHANICAL JOINT (MJ) ~ -- i-- CLASS 250 RAISED FACE ~-~ ` rnn s+a p THREADED (SCREW) -= -_ - _ - _ -' TvroN®(n) -- E PVC OPTIONAL END CONNECTIONS DIMENSION VALVE SI 2" 2-1/2" 3" 4" b" 8" 10" 12" End to End - MJ x MJ 8-1 4 - $-5 8 11 i 2-1 2 14-3 4 16-5 8 End to n- FL FL 7 7-1 2 8 9 1 -1 2 11-1 2 13 14 End to End - N x N - - 13-1/2 16-718 18-1/2 20-1/2 22-3/8 End to End - FL x MJ - - - i 0 11-1/4 12 13-7/8 15-5116 End #o End - FL x TY - 11-1 4 13-11 16 15 16-3 4 18-316 End to End - FL x MJ Ta I - i 0-1 8 11-1 4 12-5 8 13-7 8 15-5 l b End to End - PVC x PVC 10-314 11-1 /8 11-3/8 - - - - - End to End -Threaded b-1/4 7-318 7-318 - - - - - End to End -Class 250 Flan e - - 11-1 8 12 15-7/8 16-1 2 18 i 9-3/4 A 9-1 4 11-] 32 11-27 32 13-3 8 16-3 4 20-3 16 24-i 8 27-1 2 8 2-1 2 - 2-112 2-1 2 2-1/2 2-1 2 2-1/2 2-1 2 C - 4 5-7 32 5-1 2 5- 8 5- 8 p - - 1-1/8 1-1/4 1-7/16 1-5/8 1-718 2 E 3-314 4 4 4 5-7/32 5-1/2 - - F 2 NPT 2-1 2 NPT 3 NP - Hondwheel Diameter 8 8 8 10 12 14 16 1 b No. of Turns to Open i 1 11 13 13 19 26 32 38 1. Vahres 3"-17' meet or exceed roquirempnfs o1 A1MWA C-515. 2. 250 p.s.l.g. rated working pressure. 3. 4" thrpugh 12' vah-es may He ordered in configurations which are OL Listed and FM Approved. 4. Fusion bonded epoxy coating meets or axceods regu[rements of AYVWA C550. 5. Flanged ends are in accordance with ANSUAWWA C110/A21.10 (ANSI 816.1, Class 125). b. 1lrreaded ends aro En accordance wRh ANSI B16.4, Class 125. 7. Mechanical lolnt ands aro In accordance with ANSUAWNIA C111/A21.11. 8. lyton® ends and push-on ands aro to accordance with AN51/AWWA C711/A21.11 for cast Iron (~ Size PVC or ducllle Iron pipe. 4. PVC ends for steel pPS') sizes of PVC or steel pipe. 70.4" iluough 12" vaivas are certified to ANSI/NSF Standard 61. Q~~usau° 12 FIRE FEATURESBENEFITS AMERICAN FLOW CONTROL SPECIFICATIONS SERIES 2500 RESIISII~T WEDGE VALVE FEATURES The Series 2500 Ductile Iron 250 p.s.i,g Resilient Wedge Gate Valve ~S designed for use u1 drinking water, sewage and fire protection systems as well ds irrigation and backflow control systems Ductile Iron Construction The ductile Iron body, bonnet and wedge provides stength and a pres- sure rating that meets or exceeds the requirements of AWWA C515 Strength more than doubles that provided by cast iron designs, and the pressure rat- ing Is 250 p s.i.g. All this strength and higher pressure rotrng is provided rn a Compact lightweight, and easy to handle ductile valve Fusion Bonded Epoxy fie Series 2500 valve ~s fuly epoxy cocited both on the lritenor as well as the exterior The fusion bonded coatrng is applied prior to assembly so chat even the bolt holes and body-to-bonnet flange surtaces are fully epoxy coated. triple O-ring Stem Ssats Thrs valve features triple O-ring stem seals Two O-rings are located above, and one O-ring is located below the thrust collar, The lower two O-nags provide a permanently sealed lubrication chamber that well make the valve easier to operate over a longer period of trine. The upper O-ring assures that sand, art or grit cannot enter the valve to cause damage to the lower O-nngs. This is especially Impodant for boned and sewage ser- vice applicatbns. Thrust Washers Two mrust washers are used. One rs located above and one ~s located below the thrust cellar Thew thrust wash- ers assue easy operation at al times. No Flat Gaskets The body-to-bonnet and bonnefi to-bonnet cover seats are pressure energized O-rings, fi~ egmrnates the need for excessive bolt load)ng which is requred by designs that use fiat gos- kets. fie O-rings are reusable which ellmrnates down time during any needed repair. The Series 2500 Resilient Wedge Gate Valve Is furnished rn configuar- tbns chat are listed by Underwriters Caboratorles, inc. and approved by l:actory Mutual Research Corp The Series X500 Ductile Iron Resilient Wedge Gate Valve has these s#andard features; • UL Lrsfed-FM Approved • Shell Tested 500 p.sJ.g. • Seat tested 250 p.s.E.g. • 250 p.s.r.g. Pressure Rating • Fusion Bonded Epoxy Coating • Rubber Encapsulated Wedge Complies Wrth ANSI/AWWA C550 .Triple O-ring Stem Seals • 250# Raised Face Flanges .Smooth (No Pocket) Waterway Available • Ductile Iron Body, Bonnel and ' 100% Leak-Tight Closure Wedge, Operating nut • NSF Standard 61 Certrtfed • AW WA C515 sPEC~F~caT~oNs Valves 2"-30" shall be resilient wedge type rated for 250 p.s.i.g. cold water working pressure. All ferrous Components shall be ductile iron. Valves 4"-16' shall be in fuu compli- ance v/ith AWWA C575. The words "p.l " or "Ductile trod' shall be cast on the valve or stamped on a perma- nently attached corrosion resistant metal tag. The wedge shall be ductile iron encapsulated Wtth nrhrle rubber (2"-7 2"sizes) or SBR rubber (14"-30" sizes). The wedge shall be symmetrical and seal equaly well with flow In either direction. Valves shall be NSF Standard 67 certified. Bolting materials shall develop the physical strength regwremerlts of ASTM A307 and may have either regular square or hexagonal heads with dimensions conforming to ANSI 618.2, T . Metric size, socket head cap screws therefore are not allowed. Operating nut shill be constructed of ductile iron and shall have four flats at stem connection to assure even Input #orque to the stem All gaskets shall be pressure ener- gized O-nags. Stem sha0 be sealed by three O-rings. The top two O-dngs shall be replaceable with valve fully open and while subiect to full rated working pres- sure. O-nngs set m a cartridge shall not be allowed. Valve shall have thrust washers located with (})above and (l) below the thrust color to assure trouble-free operation of the valve. Alt intemai and external surfaces of the valve body and bonnet shall have a fusion borxied epoxy coating, Com- plying with ANSVAWWA C550, applied elecirostatrCally prior to assemby. Valves shall be American Flow Control's Series 2500 Ductile Iron Resilient Wedge Gate Valve, ~~~~O~tl 14 Kennedy Wafer Check Valves JL-FM/A. W. IN.A/ULC APPROVED BY N.Y.C. BOARD OF STDS. • Sizes 4, 6 & 8 Inch • Iron Body • Bronze Disc • Resilient Seating • "O" Ring End Seals Working Pressure: 300 PSI, Non-Shock Compact, for installation between standard flanges, Kennedy WAFER CHECK VALVES have spring loaded bronze discs, resilient seating, and utilize "O" rings rather than gaskets for end seals. HYDROSTATIC TEST PRESSURE: Seat and Shell - 600 PSI. UL LISTED/FM APPROVED ULC LISTED _--------.----:-----------:.-------------.:-. HEADLOSS VS FLOW 70 6 O 4.. 5S SO IS /0 SS 8 3 O 9" 25 20 I5 10 D9 0.8 7 0 . D6 QSS D.5 015 0 4 . 03S 73 O 2S D.2 OIS OI 15 2 2. 5 3 3 54 6 7 8 9 I S 2 2 5 N a N O J FLOW (GPM) O FIG. 706 ~~ DET. DESCRIPTION QTY. MAT'L: A.S.TM. SPEC. 01 Spring 1 Stainless Steel ASTM 313-AISI Type 302 02 Hinge Pin 1 Stainless Steel ASTM A276-AIS1~304/316 03 Side Plug 2 Bronze 04 Valve Body 1 Cast Iron ASTM A726 Class B 05 "O' Ring 2 BUNA-N-ASTM D-735 O6 Seal 1 BUNA-N-U/L SPEC. 312 07 Seat Ring 1 Bronze ASTM B-62 O6 Clapper 1 Mang Bronze ASTM B-584 AIIov C83600 A -~ Size A 0 C D E WT. LBS. F G WT. 4 3.75 4.03 6.67 1.34 3.03 15 1.50 219 - 15 6 3.75 6.06 8.75 1.53 4.56 23 3.50 2.13 23 8 4.25 7.98 11.00 1.92 6.00 39 5.50 2.50 39 KennPdv Valve/WafPr ('hPrlr Vnlvo,c /._11 Wafer Check Valves Technical/®imensional ®ata LIFT LUG-8" WAFER CHECK Part No. Qty. Description Material & ASTM Spec. 1 1 Spring SSA-313 (302) 2 1 Hinge Pin SS A-276(304/316) 3 2 Side Plug Bronze ' 4 1 Body C.I. A-126 CI.6 5 2 O-Ring Syn. Rubber 6' 1 Seal Syn. Rubber 7• 1 Seat Ring Bronze 8 1 Clapper Bronze 'Denotes part Is only available as part of an assembly. Size A 8 C D E 4" 3.75 4.03 6.87 1.34 3.03 6' 3.75 6.06 8.75 1.53 4.56 8' 4.25 7.98 11.00 1.92 6.00 BODY MARKINGS (ONE SIDE) (OPPOSITE SIDE) SIZE~00 KENNEDY 706 YEAR !~~atures Wafer Check Valve-UL/FM • Short laying length. • Spring loaded for more effective control of water hammer. • Stainless steel spring. • Resilient seating. • Easy maintenance with a minimum number of parts. • Built-in O-Ring flange seals -gaskets not required. • Mounts between standard ANSI B 16.1!125 Ib. flanges. Mounting between 250 Ib. flanges requires use of spacers. • May be installed in a vertical line with flow up or down. • Testing Test Pressure -Seat and Shell - 600 PSI Working Pressure -Non-Shock - 300 PSI • Figure #706 FM ~-A ~q A ~A~~„ a c /~ E ID L ~F a (~~ ~v~ 13} 6; 18 Elkhart 156 brass wall type siamese connection has two individual clapper valves, plugs and chains. Escutcheon lettered "Standpipe," Auto-Sprk," or "Standpipe and Auto-Spkr." Finish: Polished brass. Optional: Polished chrome plated. Specify size and thread: 2'/z° x 2'/z" x 4" 2'/z" x 2'/z" x 6" Size A B C D E F 2'/z x 2'/z x 4 11'/a 65/e 11'/is 85/a 12'/a 49/1s 2'/z x 21/z x 6 11 ~/s 65/s 11'/is 1013/~s 12'/a 6"/is (Dimensions in inches) Elkhart 11 Siamese-Single Clapper, lightweight, cast brass lettered "Auto-Spkr." One swinging brass clapper valve. Complete with brass swivels. Threads to local fire department specifications. Plugs and chains available at extra cost. Finish: Cast brass. Specify thread: 2'/z' x 2'/z„ x 4" Elkhart 18 Three-Way Standpipe Siamese. Independent drop clap- per valves. Plugs and chains available at extra cost. Threads to local fire department specifications. Finish: Body painted red, cast brass trim. Optional: Polished brass or polished chrome plated trim. Specify thread: 2'/z° x 2'/z" x 2'/z° x 6" Elkhart 12 Two-Way Standpipe Siamese. Cast brass standpipe or sprinkler siamese. Two individual drop clapper valves. Plugs and chains available at extra cost. Specify lettering: "Standpipe" or "Auto-Spkr." Threads to local fire department specifications. Finish: Cast brass. Optional: Polished brass or polished chrome plated. Specify size and thead: 2'/z" x 2'/z" x 4" 2'/z' x 2'/z" x 6" Size A B C 2'/z x 2'/z x 4 79/is 115/~s 5'/a 2Yz x 2'/z x 6 10 11'/z 7'/z (Dimensions in inches) Elkhart 10 90° Two-Way Siamese. Independent drop clapper valves. Plugs and chains available at extra cost. Specify lettering: "Standpipe" or "Auto-Spkr," Threads to local fire department specifications. f- Finish: Cast brass. Optional: Polished brass or polished chrome plate. U~ FM ~0° ~1T ~~ Specify size and thead: 2'/z' x 2'/z" x 4" 2?/z" x 2'/z" x 6" Elkhart 29 90° Three-Way Sidewalk Siamese. Cast brass with inde- pendent drop clapper valves. Plugs and chains available at extra cost. Threads to local fire department specifications. Finish: Cast brass. Optional: Polished brass or polished chrome plated. Specify thread: 2'/z" x 2'/z" x 2'/z" x 6" ~n ~ 0 90° UL 12 O 11 e ~p,S S 1 Fj~, G/^~O -~ July 1, 20x0 Ferguson 365 Bla~adiug Blvd Orange Park, FL 32073 Re: FLANGED PIt'E 109 Fifth Street Orlando, Florida 32824 (407) SS9-3954 Fax (407) 851-6370 Nationwide Fax (800) 599-5805 Nationwide Phone (800) 440-3157 e-mail: pipe@customfabncom www customfabr.com . , NAPE 'his letter will serge as certification that the fabricated pipe supplied by CUSTOM FAB is manufactured in accordance with ANSUAWWA C115/A21.15-94. The ductile iron pipe flanged by Custom Fab is AMERICAN Ductile Iron Pipe, Class 53 or greater, and is manufactured in acc~ordanee with and meets or exceeds all applicable requirements ofAWWA C151/A21.51-96. The cement lining is in accordance with ANSUAWWA C104/A22.4-95. Flanges for ductile iron pipe are in accordance with A~VWA CI15. Ail materials incorporated into these products are IYSF/61 approved and U L Listed. Finished products are individually labeled accordingly. Sincerely, CUSTOM FAB C~--~- ~1. Christopher M: Gamins President STATE OF FLORIDA COUNTY OF ORANGE. Sworn to and subscribed before me this Is` day of July, 2000. OTARY PUBLIC HOLLY K. PORTER MY G!?MfYfiBSlON ~ CC 923687 EY.PlRES: Mar 3G, 2004 +_ew~.a.anrrav n ab.tr,.., e..na..., a ann.~~n.. in.. Custom F~~ h Quality Fabrications For The Waterworks Industry U ~ y `~ Q `lt ~" ~ M ` ~ O• Q ~ ~ Z~ Z O z W Ili 0] ~ ~!-I' i (j j E P LL ~ -~. ~ ~ ~ 3 ~ n ~ ~ ant ~ z` =_-__ amain i '~. ,L0. i:~:i:-=- WC31:,1 O l:lW L' "L i ir'~° CGS A __- . .~ ~ u; < LLS N ~ W 4 ~ Cl (7 ~ U] 4 ~ ~ ~ Q ~ "'-"° U ~ d u r C O aaL ~Q ~ '~ a Y ~ d ^ .._. I 4 a LY to ... 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L i 23U a` ~r x~ Mechanical Joint Compact Fittings SUBMITTAL S12E5: 3" through 36" STANDARDS: ANSI/AWWA C153/A21.53 ,PRESSURE RATING; 3"-24" @ 350 PSI; 30"-36" & fittings with NSF-~ 1: COATING: CEMENT LINIl~fG: EPOXY COATING: BARE: BOLTS: INSTALLATION: flanged branches @ 250 PSI Meets all requirements, UL Certified `ANSI/AWWA 0104/A2fi.4 and Tnemec 140-1211 ANSI/AWWA C104/A21.4, Double available ANSI/AWWA C116/A21.16 Available ANSI/AWWA C111 /A21.11 AWWA C600 JOINT DIMENSIONS IN INCHES Size A Dia. B C Dia. D Dia. 3 3.96 2.50 4.84 d.94 4 4.80 2.50 5.92 6.02 6 6.90 2.50 8.02 8.12 8 9.05 2.50 10.17 10.27 10 1 1.9 0 2.50 12.22 12.34 12 13.20 2.50 14.32 14.44 14 15.30 3.50 16.40 16.54 16 17.40 3.50 18.50 18.64 18 19.50 3.50 20.60 20.74 20 21.60 3.50 22.70 22.84 24 25.80 3.50 26.90 27.04 30 32.00 4.00 33.29 33.46 36 38.30 4.00 39.59 39.76 y~ADlr {~ rwl` F Dia. f~i J Dia. K' Dia. K2 Dia. 4.06 28° 6.19 7.62 7.69 4.90 28° 7.50 9.06 9.12 7.00 28° 9.50 11.06 11.12 9.15 28° 11.75 13.31 13.37 11.20 28° 14.00 15.62 15.62 13.30 28° 16.25 17.88 17.88 15.44 28° 18.75 20.31 20.25 17.54 28° 21.00 22.56 22.50 19.64 28° 23.25 24.83 24.75 21.74 28° 25.50 27:08 27.08 25.94 28° 30.00 31.58 31.50 32.17 20° 36.88 39.12 39.12 38.47 20° 43.75 46.00 46.00 L M .58 .62 ,60 .75 .63 .88 .66 1.00 .70 1.00 .73 1.00 ,79 1.25 .85 1.31 1.00 1.38 1.02 1.44 1.02. 1.56 1:31 2.00 1.45 2.00 5 .39 .39 .43 .45 .47 .49 .56 .57 .68 .69 .75 .82 1.00 T X Dia. .33 3/a .34 '/a .36 '/e .38 '/a .40 '/a .42 '/e ,47 ~/a .50 '/a .54 ~/a .57 '/s .bl ~/a .bb 1'/a .74 1'/a BOLTS Size No. s/ax3 4 '/ax3'/z 4 3/4X3'/2 b 3/ax3'/z 6 3/4X3'/2 8 3/ax3'/z 8 3/ax4 10 3/a7c4 12 3/4x4 12 3/ax4 14 3/4X4'/z 16 1x5' /s 20 1x5'/z 24 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511, Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • (256j 236-7901 K= J 0 C F A K' 28U SUBMITTAL SIZE5: STANDARDS: PRE55URE RATING: NSF-b 1: COATING: 2" through 30" ANSI/AWWA C110/A21.10 250 PSI Meets all requirements, UL Certified ANSI/AWWA C104/A21.4 AND Tnemec 140-1211 CEMENT LIN{NG: EPOXY COATING: BARE: FLANGES: FLANGE THICKNESS: 0 B.C. .. .r O O i I O. D. i T T .~A(7E IN THE ANSI/AWWA C104/A21.4 ANSI/AWWA C116/A21.16 Available ANSI CLASS 125 B16.1 ANSI/AWWA C115%A21.15; STANDARD CLASS 125 TEMPLATE FOR DRILLING BOLT HOLES FLANGE DETAILS Nominal Dia of Flange Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Dia. Inch O.D. Circle T Diameter of Bolts and Lengths 2 6 4.75 '.62 .75 4 s/s x 2'/a 3 7.5 6 .75 .75 4 5/8 x 2'/z 4 9 7.5 .94 .75 8 s/s x 3 6 11 9.5 1.00 .875 8 3/ax 3'/z 8 13.5 11.75 1.12 .875 8 '/ax 3'/z 10 16 14.25 1.19 1.00 12 '/s x 4 12 19 17 1 .25 1.00 12 '/s x 4 14 21 18.75 1.38 1.125 12 1 x 4'/z 16 23.5 21.25 1.44 1.125 16 1 x 4'/z 18 25 22.75 1.56 - 1.25 16 1'/ex 5 20 27.5 25 1.69 1.25 20 1'/ax 5 24 32 29.5 1.88 1.375 20 1'/ax 5'/z 30 38.75 36 2.12 1.375 28 1'/ax 6'/z NOTE: Drilli ng templates are in multip les of four, so that fittings may be made to face in any quar ter. Bolt holes shall straddl e the cente r line. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7901 C170 FLANGED FITTINGS STAR®PIPEPRODUCTS FIRE /~ y. y. S~i~/ gl l~®series 3~~~ Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe, Patent #5,772,252 The Wedge Action Restraining System was originally designed in Japan to provide joint restraint for pipelines installed in areas subject to earthquakes. The system was first introduced in the United States several years ago, and since then it has become very popular throughout the country. The Stargrip design is based on the same technology; however, significant improvements have been made in the Bolt and Wedge Assembly, which makes it more adapt- ablefor field use. DESCRIPTION The Stargrip Mechanical Joint Restraint System is a unique product with a proven design that provides an excep- tional reshainingsystem for mechanical joint fittings (AW WA 153 or C 110), valves, fire hydrants and all classes of ductile iron pipe. ~ .~ , • The Break-OffTorque Control Nut is threaded on , instead of swaged or riveted allowing it to be field repairable. • Gland is made from high strength Ductile Iron perASTMA536, Grade 65-45-12 and is compatible with all Mechanical Joints Conforming to ANSUAW WA C 111/A21.11. • Stargrip sizes 4"-36" are listed with Underwriter: ries Inc. and sizes 4"-12" are approved by Facto Mutual Research. • Coating complies withAW WA C 104 (ANSIA2 ] 4} and is approved by UL, FM and NSF. • The Wedges are designed to fit a specific pipe size. • Pressure Rating equal to full pressure rating of the pipe for which it is installed on, with a 2:1 safety factor. • The Wedges are heat treated to a minimum of 370BHN. • The Stargrip offers a fiil15° deflection through 12' size, 3° on 14"-24", and 2° on 30"-48". • No special tools are required for installation ofth • Stargrip eliminates tie rods and thrust blocks. * Note: Not to be used on plain end fittings. Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 ~r FERGUSON° ' 9 STAR®PIPEPRODUCTS FIRE P /' ~ ~ta~g'I~Z~®seores 40~~ Mechanical Joint Wedge Action Restraint for PVC Pipe, Patent #5,071,175 DESCRIPTION The PVC Stargrip Mechanical Joint Restraint System is a unique productwith a proven design that provides an exceptional restraining system for mechanical joint fittings (AW WA 153 or C 110), valves, fire hydrants and all classes ofPVC pipe. • The design has been proven in the market since 1992. Can be used on C900 or IPS PVC Pipe. • Gland is made from high strength Ductile Iron per ASTM A536 Grade 65-45-12 and is compatible with all Mechanical Joints Conforming to ANSUAW WA C 111/A21.11. • Eliminates tie rods and thrust blocks. • Listed with Underwriters Laboratories and approved by Factory Mutual Research for sizes 3 "-12". • The safety factor is twice (2:1) the standardized pressure rating ofthe pipe on which it is used. • Entire unit, including bolts, is made of ductile iron making it less susceptible to corrosion • Double headed torque offnuts are the same wrench size. • Will St any Mechanical Joint configuration meaning compatibility with differerrt types o installations. • Will deflect as much as an MJ fitting and will not require special considerations when used in lieu of a standard gland. • Larger ID so it can be used on out of round pipe for fewer installation prob- lems. • Breakoffbolt is designedwithcollars so that a wrench won't slip offthe bottom for easier installation. • Break offbolt is designed so that you can't over torque and damage PVC pipe • Heavierthan most other PVC Joint Restrai for better corrosion resistance. • All sizes have curved wedges that will not flatten pipe. Tel: (800) 999-3049, (281) 558-3400, Fax: (281) 558-9000 FERGUSON° 24 FIRE STAR P~PEPRODUCTS Pipe lte~7 r~~r~l~e~Sseries 1100 1000C Bell Restrainers for AWWA C900/C905 PVC Pipe 11005 Bell Joint for IPS PVC Pipe • 360° Contact, No Pipe Distortion or Point Loading. • Made ofDuctileIron -ASTM Grade 536, Grade 65-45-12. • Restrainers work with Push-On Pipe Bells. • All Restrainers are Machined to Exact Tolerances. • Rated at the Full Rated Pressure ofAny Class ofPVC Pipe with a 2:1 Safety Factor. • Supports Wall ofPipe with 360° Contact. • Can Be Installed Outside the Trench, to Ease Installation. • T Bolts/Rods/Hex Nuts: Low Alloy Steel Per ANSUAW WA C 111 /A21.11 • Clamping Bolts: SAE J429 Grades --C c RESTRAINER RE57RAiNER ~~ RESTRAINER A ~-' _ ROESUI'Ri11NIti~c RODTRAIA'ING '~"~ g` III ' __ II II 1111 Ill Illilllll IIII 11111111111 11111111111 IIII 1 ;~ s --` ~ A P4C PIPE r PVC PIPE SERRATI6NS 4" -12" Sizes ' 14" - 48" Sizes . NOM. PIPE gig t!I PVC Pipe with Ductile pVC Pipe with Steel iron Pipe OC Style Plpe O.D. Style 11005 A K B C Restratlrt Bolts/Rods Clamping Bolts Approx WT LBS. O.D. ~mbs9r O.D. Number Approx. Max. Na Size No. Sae 4" 4.80 PRC1104 4.50 PRS 1104 1.12 9.12 12.00 2 3/4" X 17" 4 518" X3-1/2" 14 6" 6.90 PRC1106 6.63 PRS 1106 1.15 11.12 13.00 2 314" X 17" 4 5/8" X 3-112" 16 8" 9.05 PRC1108 8.63 PRS1108 1.47 14.75 15.00 2 314" X 17" 4 3!4" X4" 26 10" 11.10 PRC1110 10.75 PRS1110 1.38 16.82 16.00 4 314" X 24" 4 7/8" X 5" 49 12" 13.20 PRC1112 12.75 PRS 1112 1.42 19.46 18.00 4 3!4" X 24" 4 7!8" X 5" 90 14" 15.30 PRC1114 NIA NIA 4.00 22.55 24.00 6 3!4"X30" 8 7!8" X7" 144 16" 17.40 PRC1116 NIA NIA 4.00 24.65 28.00 6 3!4"X30" 8 718" X 7" 148 18" 19.50 PRC1118 N/A NIA 5.00 26.65 28.00 8 3l4"X30" 8 7!8" X 7" 222 20" 21.60 PRC1120 WA N/A 6.87 28.75 28.00 B 3!4"X30" 12 1-118" X 9" 309 24" 25.80 PRC1124 NIA N/A 6.87 32.95 34.00 12 3/4"X36" 12 1'118" X 9" 380 30" 32.00 PRC1130 NIA NIA 9.40 42.40 38.00 14 1"X40" 16 1-1l8" X 10" 820 36" 38.30 PRC1136 N/A WA 10.00 49.10 38,00 14 1"X40" 16 1-1l8" X 10" 984 42" 44.50 PRC1142 N/A NIA 11.00 57.00 46.00 16 1-1/4"X48" 24 1-1/2" X 10" 1916 `~" 50.80 PRC1148 N!A NIA 11.00 63.25 46.00 16 1-114" X48" 24 1-112" X 10" 2242 All dimensions in inches. Tel: (800) 999-3009, (281) 558-3040, Fax: (281) 558-9000 ~r FERGUSON° 29 Round Head Roadway Boxes With 4~/a"Shaft _ EP DROP COVER Figire E-itl LOCK COYER OPEN aASE FW1QE BASE ROADWAY BO% ROADWAY aOX Rguro &t15 Flgure &112 Fgure 8.717 Extension Pieces For 4~/a"Roadway Boxes GRENSION PECE Fiquro &1t8 Two Piece Valve Boxes 5~/a"Shaft SCREW TYPE OR SLIP TYPE ~ /~~~ (~ ll '~~, .r, J~ SCREW TYPE SLIP TYPE &122 8727 EXTENSION EXTENSION -IECE PIECE SCREW TYPE SLIP TYPE Fpva 9-t2J Ryure B-128 FIRE Open Flattpa e... stw ~s~ai~ tad... CompNN wL Top atri Coves Langrn wI. Bottom LanyM wt 140-p 40-p 18-24 51 13 30 15 21 141-p 41-p 22--30 54 13 30 19 24 142-p 42-p 30-.'j6 80 13 30 27 30 742-R 42-R 30--42 70 18 40 27 30 143-R 43-R 36- 38 74 18 40 34 34 4t/s Round Carers 8 4t/a Round Lode Covers 10 , as tfi" 21 SCREW TYPE OR SLIP TYPE 9erovr Stir ryv~wee a A CttmpMM Top and Cover btl an Eatendee Tt'Pn TYM Estwntaw Indw WL latteM 1M1. t.wlyllt WL Nam Wt. 461-S 461-A 18-4 80 10 35 15 25 Not 562-S 562-A 24-.'jG 80 t6 45 24 35 Required 564-S 564-A 3i.--48 90 16 ' 45 36 45 •• 864-S 864-A 36-60 110 26 65 36 45 " 866-5 666-A 48-72 135 26 65 24 35 +160 35 868-S 668-A 80-84 145 26 65 36 45 N60 35 Our figure & 12Z and & 127 vahe boxes are rttade with integral base which rneastues 8'/. ' diame- ter by 9' high They are known as "two piece valve boxes .The base will carer only the stuffing boot of valves 10"and smaller. ISee illustration below). Our "Maximum and Mirtirrwm Trench Depth Sheet" will give you weights and otu suggestions as to ttte correct lengths for certaintrench cartdi- tions. Drop covers marked "WATER" furnished unless otherwise specified. The "two piece valve box" is not always acceptable. Stine users require "three-piece valve !taxes" (See illustrations of our Fgure 8-129 and 8-130 vaMe bates). TWO PIECE STYLE THREE PIECE STYLE 8-127 8-122 av~ciry ~~ pRavvcrs Pogo 3 FERGUSON~ 30 8-129 &130 ~r FERGUS~N~ "AS IS" Disclaimers The information contained in this submittal is a compilation of product information made available by manufactures or other suppliers about their products, and while Ferguson Enterprises, INC. ("Ferguson") makes reasonable efforts to present current information in the form in which it is received by Ferguson, the information is provided to you "AS IS," for your internal informational purposes only, without any representation or warranty of accuracy or completeness of information or other warranty of any kind, including any implied warranty of quality, merchantability, fitness for a particular purpose, or non- infringement. In no event will Ferguson be liable to any party for any direct, indirect, incidental, special or consequential damages for use of or reliance upon any information or material presented including, ..but not limited to, damages arising from loss of profits, business interruption or any other damages, even if Ferguson is expressly advised about the possibility of such damages, to .the fullest extent allowable by law. The material in this submittal could contain technical inaccuracies or typographical errors, and information will be changed, updated and deleted without notice. Manufacturers or other suppliers may make improvements and/or changes in the products described in this material at any time. Customer Service Policy Ferguson enterprises, Inc. is unconditionally committed to customer service satisfaction. Ferguson's commitment to assisting our customers obtain redress under the terms of manufacturers' warranties is a fundamental principle of our customer service philosophy. Ferguson does not manufacture any of the products we sell. Consequently, like our customers, Ferguson must look to manufacturers to provide warranty protection. Our customers' sole and exclusive warranty, therefor, is that provided by manufacturers. Warranty Disclaimer. Ferguson Enterprises, Inc. and its subsidiaries ("Ferguson") make no express or implied warranties. Ferguson hereby disc/aims a// warranties, whether express of imp/red by operation of /aw or otherwise, inc/siding, without limitation, a// imp/red warranties of merchantabi/ity or fitness for a particu/ar purpose. Ferguson shat! not be liable, directly or indirectly, for any loss, cost, damage or expense, including, without limitation, labor charges or consequential or incidental damages, arising directly or indirectly from the operation, condition or use of products sold by Ferguson. Ferguson's sole liability, if any, shall be limited to the product's sale price in all cases. y~?~q i ? ct. 26. 2006 4:39P HUGKES SUPPLY No. $905 °`r ~Q~~~ Series "W" TurhQ Meters .,,,,~/~ M~TERWG SYSTEMS ~~~ ~~ c~6 (Compact Fire Service} Btollae Magnetic Orive Size B" (dN 150mm) .~ :; V,; . ,~ '. .SF'~r'L ~..'.... j~ , : ', 1x._ ~.: .,,i,~s,,. 7 y~~, 5. latelligerlt Commurrlcatlone Frtcodt M ~~'~ ,~;. rr (tCl:} Flegtstar Modes: W ,26W GF5 Turbo Meter with Carnr,avt 5irainer is based an the turbine principle of measurement; its o erasing range is from 30 tD 2000 gaAonS pAr minute (6.8 to X350 m3/h} with registra- tion accuracy of 106% * t_596 of actual thrupuC Conformance To Standards: Sensus Compact Fire Service Turco Meters comply with ANS!/AWWA Standard C709 (mast rrrcent revision). Gash assembly is perfam ~anc:e tested to Insure camptiance. Periormance~ The meter is intended tar use where measurement vt fire service water usage is desired. I he meter and strainer and Approved vy Factory Mutual,and Lrbled by Underwriters t~bara- tories,lrk;. for use an dgriesUC,services s5 wa8 ax ttre service con- nectrc~ns to pubGe water supphes. Applications should be where moderate to hoavy slew demands are anLCipated in additlan to providing firer protechon,sarv~s vapabiliry. The meter and strainer are pressure tested, calttxatart and accuracy tested bafora ship• merit. Pb additional adjustments art+ required by field personnel. Construction: The ureter consists of two basic assemblies--the maincare and ti1©mdasurin charr,ber. Straightening vanos in the tl~e lip end tm a rotv~c~Tfte~rr~~ of gg~chamQber vas~^.°em ib yrect includes the rotor: adjusting wane {tor Cahbralian} and sealed uirect Reading (llR) register: Ma~natle Drive: The Hight Angle Magnetic Drive eliminates can- ventional warm or miter gears rrormaty required far horizontally mountetl Tutors a turbine rtreasuring elemeitts. Har~stration is aCCOmplished by combiningg the mag+,eac actions vt a driver mag- net (arnt)edded to the rear face of the rotor). a three-(egged A ~x P, 1/2 FM-931 W 2000 CFS TOrho Mater vrith FAAlUL 5xrrainer Speeiticatians ~r ~y,;, ~, ttERY1CE MtasWserhr:nt of cold water' Up tc BO'F {27°C} w8h Bow in pre dhatliorr ony. ~ ~ 2~ ~ ~ (57o m9m fi} ~ BE R i : AI:CURACY 10D'k s 1.5% of 8r2Uat lrrrupUt LOW FLOW 9596 rr rtdmum at 20 t1Prh ~ {4.5 m fh) PRESSIfRE LOS$ trteler and STnlner--~li_7 psi rt 2llUO ppm {.5 lair ri 450 msm} NIOaMUtA 175 pgl {12 Dar} al~ERi~nRc PRESSURE RAIt6E 8' U.S. ANSI b 18.1 Class 125. Optiarel dr011nps, tf apeCHied BrdlSh Standard 8.3.10 Or Metric Starrdatd 1S0 82084 REGISTER tferwrettcatN Sealed Direct Readirrq ReOister with Low Flaw Irrdiceaor. Rehrute rsedirrg Wks apGenal. METER RHi1SlAltflON 1,000.000,(k)0 pillows 1,000 palbnslewaep hand rcwtrrticn 100.000.000 CuWC lees 100 cut>iC teeVCwsep hand revdodWr 1,000,8g00 ma s /sweep hrUkl rcvvtrdion t rrr NATERNLS MafttasrBronze Meawriw0 Chamlwr ThermoDlffitk 5lreighLellifryVsnes-lhemtoplastic Rotor-Themropl~stlt Radar ~ar1n4-•@rstk'~ Tptr-•-Stainless SteCl 1Tirrpct 8earirgs--tm~gsta+Car'adr Magnets-Ccr~c SiRAWER Body and Cover-••Cast Iron IA0.TERUy.S $CreG7F-Stainles9 S16GI carrier :end a cyNncuicat toltower magnet attacr~d to the gear ra+n snarl inside the register's mac)net we11. Water towing inrough the mete C8USB51rte rOtaf (with tnagr~t) to turn, as a etalclfvrce~'~~ poles passes one of rho flux varrier jags, the mag transmtttaa through the flux carrier leg to the follower magnet. causing the register snail to rotato. Tne only moving part rn water i5 the raise assembly. Rtrtor: The Uleinppla5tic star with ggraphite beamg rotates on act,rome plated stainless steel shalt. The ro-or assembly is virtuaNy weightless rn water, thus adding tv beanrlg tile. Malntanar,ce: ThE measuring chamber can ba removed; repaired ;w,cUor replaced whhout Crslurbing the maincase in the -- lino. Aspare chamber can be uUlitad in the evsnnt maintenance is required. Lever plates are also avait~ble to keep the Gne in service while the measuring chamber is rape+red and (ACtd~ratad. Factory teSiingg, repair antl r~asur+ng chamber g rograms are available, `~` Straltler: The meter is furnished with F ~ Approved and U.L. Lstect 5ensus CFS Strainer wh,vh Trio ~ intrtatted. immedratery upstream of the meter. Two deal(( p.It1gS are providod to flush the screen under pressure. the strainer a Tits a."Y"• sna a screen with four Gmes the equivalent op®~ of a~_.:... . ~...~ ..:_„ Tr,,,~.e ~n• IhrsaArtn borne are afavrde 4n tt1®.._..•. cover plate to assist to Dover remove! only Page 1 of 2 €~~~~~ ~r"~2~~~ ~f~ (Compact Fire Service) Bronze Magnetic prive Size 6' (DN i50mm) Head Loss Curve (Wish FNVUL Strainer) Accuracy Curve (With FM/UL Strainer) lc 4 6 r 6 g 5 n a d 3 S t 0 tae t01 ~ 100 n. ~ ~, 9J a Wi 95 9+1 0 20 40 80 80 1W 500 1(xX1 1500 2000 0 20 40 ti0 rkl 190 500 tope RATE OF FLOW (GPM) RATE OF FLOW {GPMy ~.n.:°~.'t3atlr'a '::.... .......... ~~_ 1 F.HWiCeds ~ .. 1500 2000 -- O-fro Of ad16~.7 ~~ - _ rt-r~.deaa _-_~~ _ ___ ~~_ _'•-. _ O ~ ~f q ~ .. _p - P~ Sias N ~ no OUaeasiotts ~ Weight S iyy b M11hMSOt Alauaam Coetncawr. A 8 C . ii E F 6 H 1Wsrg f 6' ON 150mm 34 6.8m9/h 20D 45~n31h Flanged 22.3/8" 19' 7/8' " 44-7/16' 3.3/4" 9-112 8 3!4' 4951bs. 545Ibs. 568mm 483mm 22mm 1427mm 148mm 242mm 8 19mm 225 kg 247 kg OJ fpr COnth0008 a0wit: 2500 GPM (57p~fir M8><irwm for intermiront ibWB~ `•-','.$~&i~r"-=:-`_',trf'u'lii€i:"iii ; ,r.~....,.. Irtst~titsrltion los#ructtons: Ph=ase see TM-935 latest revision, Ail SenSUS AMH ms wprk with U1C Sarrw absolute encoder L-.(Qc:Uunir; i C i (i Units (MIU) au(OmatiCalty cal! `in` to the utilhy orrice !tx traneierring nx3ter orrxnun on5 cat OglSters {ECR), enabling ih9 utility !a mix and match Or rQading deM frpm the mgtAt &ile to a PC. PhonRCad IS a Irsne~lttrent AAN~ iasily rrw~w Gam cng SyStCm W another wrthOUt Cttanginy registers for each SyStCm tts3t does rx~ ic~t/rfere With r:uslomers telephone Sdrvice. Fpr . more RIfORTlalitNr refer to bulletins AMH•PR and AMR,302. The TouChFisatl' Autometlod Meter Rr and Bitlinp Sytdta-ri-- is a multipurpose e-1COdOr remote system Su table ter indoor and/or RatfgRead` ANAi-uses auparror pirCCt Sequence Spread Spectrum rrwduletion to provklG reliable, safe and virtually Nlterlenux~ fiec rad'wr OuttlOOr use. The EGR RegISIGC uses a wired ealnaetkrn between the baSOtl transmission or r~dlrlg tlard }rtxn undergn7rurd or ir>bida-set rrtC(Or arK1011 Outside temple for lnSida eel maters-pr a pltlitl rYrsur~aded module under enabin roind m b maters that arc eqquipped w$h Me(Or Tranac,uiver Units {!y~(U). A Ctwicr. pf g g , etBrS W x reed aulomaUCatiy wlthoul meter reading options is evailahle. A radio fmquranry hand-hC1U device opening the meter box Or vau1L A!I wired CorlnaCtiuns end termnalg of tnp ({RF-HNi]) r•.en be trSCtl by a rheter reader en fep(.1 t18 RF-HFEr] Cart Slso IouchRnad Pitlid (TR/PL~ motlulss and regiStel3 arc fury sealed at the be lrsOtl IO collect readings irOm IrwchRead equippetl rrx3lers, or fp- factory USing 3 spar:ial pro0p-Sa t0 enSUtH protection frgm Wa(Or Inffltt2(ion. manual mOtOF reading ®nrrieg. A m4rC powerful Vehicle TranSCeiver Unit Tha cxmnr;rti0n tomlina~ nl ECRNVP reglstors 2re also 1aCi0ry Sealed. (VXU) can be used In any Car or trunk to read motcwS while on the n10va. AAeters equipped for Tt)uctrRead System rfadh1Q Can be read with a (A dOdir;aled meter readin vBhiCle is not required.) For more infgrtnallCn r t bulletins AMR-RR AMR•301 and AMR-3Q'i and vlSUal reading device, stantl alCrre AutoGun, and/or roatling g9un with an AuroReaU Handl leki [krvroe. Far more inrvrmetion on TaachRoad System ~ ~ , , equipment refer t0 bullel'nrs AMA•TR, AMIi-401, AMR-403, AMR-312 antl Wh,ItiRaed° Port Expandans--can provide the capability to Connoct EXSUMHH. mulGpre ECR equipped tltOteYS tc a single PhonRead MIU o- RadiORC~ 1'ttorlRo~' A1rR-is 9 tellable telephone based Cali do byslern that does MXU t0 Save Ute utility time and rltoney kx irxielletiptrS such as epartmerlt n~ requirC Oatlerk+s lrx opP-fatten. It also does nde rettt,tiro Cquiprrrenl to oomplexeS antl Stropping centers. Refot to bulletin AMR-$Qy, AMR-306 and AMR-308 be installed at teroptxNie axnpany faCilitlCS. Ylrunflead Meter tnterfacb . ~ GaNat-n Avamle ~ Q n$ iJ~~J~ rotttow PA 15401 ~ r../ METERING SYSTEMS 1-800-METER-IT•1•gpD-83$-3748 Fax: QirBCt t0 Factory Local: 724-434.7729 • Toli Free:1-80x8$$-2403 www.Sertsus,com {selttct'North America Water? Email; h2ointo~sensus.com 2l2 ~~ gage 2 of 2 ,' S~$ ITTAL \\~`,`~~11111111//~~`// ,,~~ ro ~q . ~%, ~' ~~Ill~r ~ '~ .~~ /i, ~, ~ . i ~~ i~ `~~ i~ i ~_ ,.. ~,. /~+ - /ti, -- ... .~ .~ i '~ ~. „~`' ". `ti. // ` f~~lllill~lti~~~ ~~ / // ~ ~ \ ~~ //~/11111111~~/1` ENT RPRNSES.-NC~ Quotation "Submittal JOB NAME: BAILEY'S POWERHOUSE JOB SITE: ATLANTIC BEACH, FL ASSOCIATE: RYAN PUGH CUSTOMER: SHULER CONSTRUCTION 10/27/2006 FERGUSON WATERWORKS 9692 FLORIDA MINING BLVD. W. JACKSONVILLE, FL 32257 PHONE: (904)-268-2551 FAX: (904)-268-4027 ~~cusoN° FIRE JM DR18PU 6 C900 DR18 CL150 PVC GJ PIPE WILKINS W350DAOSYU 6 OS&Y DBL CHK DET ASSY CDR CDR CDR POLY METER VAULT AFC AFC2506MMLAOL 6 MJ RW DI OL GATE VALVE UA KENEDY KENEDY FLG WAFER CHK VLV ELKHART ELKHART SIAMESSE FIRE DEPT. CONECTION CUSTOMFAB CUSTOMFAB DI FLANGE PIPE CDR CDR CDR POLY METER VAULT STAR SSGDP06 6 3000 SER DI MJ STARGRIP REST STAR SPVC4006 6 4000 SER PVC STARGRIP REST STAR SPRC1106 6 PVC PIPE REST 11000 SER RUSSELL 1461SW 2PC SC CI VLV BX 19-22 WTR '~i ~GUSON' 4 FIRE Accessories Blue Brute is backed up by all the items it takes for smooth installation of water pipe. Direct taps can be made with proper tapping tools. (See detailed instructions on tapping in the "Blue Brute Installation Guide", TR•704B.) Short form specification Scope This specification designates general requirements for unplasticized polyvinyl chloride {PVC) plastic class water pipe with integral bell and spigot joints for the conveyance of water and other fluids. Materials Pipe shall meet the requirements of AWINA C900, "Polyvinyl Chloride (PVC) Pressure Pipe". All Class 100 pipe shall meet the requirements of DR 25, Class 150 pipe shall meet the requirements of DR 18 and Class 200 the requirements of DR 14. Pipe All pipe shall be suitable for use as pressure conduit. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a factory installed, solid cross section etastomeriC ring which meets the requirements of ASTM. F-477. The bell section shall be designed to be at least as hydrostatically strong as the pipe wall and meet the requirements of AWWA C900. Sizes and dimensions shall be as shown in this speclflcation. Pipe stiffness The pipe stiffness using Flay for PVC class water pipe is contained in the table below: Class DR F/oy (psi) 200 18 815 Quick burst test Randomly selected samples tested in accordance with ASTM D 1599 shall withstand, without failure, pressures listed below when applied in 60-70 seconds. Minimum burst Class pressure at 73°F (psi) 100 535 150 755 200 985 Cast iron O.O. Available in 4", 6", B", 10" and 12" sizes, this pipe can be connected directly into cast and ductile iron fittings without adaptors or complicated procedures. Hydro Testing Each pipe shall be tested to four times the pressure class of the pipe for a minimum of 5 seconds. The integral bell shall be tested with the pipe. Standard Laying Lengths Standard laying lengths shall be 20 feet (f 1") for all sizes. Drop i m pact test Pipe shall withstand, without failure at 73°F, an impact of a falling missile, Tup C, at the following levels. (Per ASTM D 24441. Pipe Impact size (in.) (ft./tbs.) 100 ~6 100 8 100 10 120 12 120 There shall be no visible evidence of shattering or splitting when the energy is imposed. ~~~~ W/LKINS A ZDAA.COMPANY MODEL 350DA Double Check Detector ~j _ A. TM F..~ .wing Compound Check Pa. ., N0.5,913,331 ~i ~, Mndnl 350DA oeerevals/Listinas 21 /2" Th ru 8" FEATURES ^ Sizes 2 1/2"-8" ^ Double check valve consisting of two independently operated spring-loaded center guided check valves ^ Standard with two resilient wedge OS&Y (Outside Stem and Yoke) gate valves and four resilient seated ball valve test cocks ^ . The by-pass assembly consists of a 5/8" x 3/4" water meter in series with a double check backflow preventer ^ Nickel-plated ball valve handles reduce exposure to corrosion ^ For use in fireline applications ^ Lightweight ductile iron construction with FDA approved fusion epoxy coat inside and out ^ Dual torsion springs bias the check in the closed position (4"-8") ^ Modular poppet design: Lead-free engineered plastic (Noryl®) and stainless steel ^ No internal threads in body or cover, eliminating exposure to corrosion ^ Single access cover reduces maintenance and down time ^ Entire unit serviceable in line ^ Temperature range 33°F-140°F ^ Maximum pressure 175 psi ,~ Size 2 1/2" 3" 4" 6" FCCHR~USC H&V ASSE®Listed 1013 H&V H&V AW1A/A Compliant H&V H&V IAPMO®Listed WA N/A WA WA CSA®Certified H&V H&V UL®Classified H&V H&V H&V H&V FM®Approved H&V H&V H&V H&V C-UL®Classified H&V H&V H&V H&V ~ "H" denotes approval in horizontal orientation °v" aenotes approval in vertical onentanon i OPTIOIV$ *(Some Options Maybe Combined) 42 MODEL 350DA W/LK/NS MODEL 350DA A ~_COMPANY -~ 21 /2" Th ru 8" ,,~(i ~~ I\ ~. s DIMENSIONS Sc WEIGHTS ~DO NOT INCLUDE PACKAGING DIMENSIONS (approximate) WEIGHT MODEL SIZE in. mm A in. mm B LESS GATE VALVES in. mm C in. mm D in. mm E OS&Y OPEN in. mm E OS&Y CLOSED in. mm F in. mm WITHOUT GATE VALVES Ibs. kg WITH OS&Y GATE VALVES Ibs. kg 21/2 65 31 787 15 7/8 403 3 3/4 95 9 229 i6 3/8 416 13 7/8 352 31/2 89 68 30.9 178 80.8 3 80 32 813 15 7/8 403 3 3/4 95 9 229 18 7/8 479 15 5/8 397 31/2 89 68 30.9 198 90 4 100 37 5/8 956 191/2 495 41/2 114 9 229 22 3/4 578 18 1/4 464 6 152 '106 48 296 134.4 6 150 44 5/8 1133 231/2 597 5 1/2 140 101/2 . 267 301/8 765 23 3/4 603 ~ 7 178 18tl 81.7 480 217.9 8 200 60 5/8 1540 37 1/2 953 10 254 12 305 37 3/4 959 291/4 743 81/2 216 374 170 850 3$5.9 A ~-) - Model 350DA E 0 0 oOo O O O O C F FLOW CHARACTERISTICS , 3 a15 y10 u, 0 5 w 0 X90 0 60 w 30 ti a, a 0 0 a15 0 s 5 N W Q ~`\:\~ Model 350DA 2 1/2"•& 3" (STANDARD) a 0 200 400 600 FLOW RATES (U.S. GPM) Model 350DA 65 & SOmm (METRIC) E 0 0 0 0 C D F 800 0 10 20 30 40 50 FLOW RATES (Us) Model 350DA 4" & 6" (STANDARD) y10 a 0 400 800'. FLOW RATES N•S. GPM) MODEL 350DA 100 & 150mm (METRIC) 90 10 mm ii 60 N 30 1200 1600 a 0 O 20 40 FLOW RATE (us) 60 BO 1 OO O Ratetl Flow (Established by approval agendas) 43 ~-A B - Model 350DAG FIRE SECTIONAL DRAWINGS/DIMENSI4NS AMERICAN FLOW CONTROL SERIES 2500 RESII~,NT WEDGE VALVE SUBMITTAL DATA VALVE SIZE 2 2-1/2 3 4 6 8 10 12 QUANTITY NRS OS&Y DIRECTION OF OPENING CCW CW END CONNECTION INDICATOR POST FLANGE YES NO OTHER RE9UIREMENTS - -- f --- --. e T MECHANICAL JCINT (MJ) -"-`-~ I D CLASS 250 RAISED FACE ` rnr ea F THREADED (SCREW) ---- --- c ~_' --_ __ ~ Tvro{~ (n) E -- -_ _ .1_-- f PVC OPTIONAL END CONNECTIONS DIMENSION VALVE SI 2" 2-1/2" 3" 4" b" 8" 10" 12" End to End - MJ x MJ 8-1 4 8-5 8 11 12-1 2 14-3 4 16- 8 d to nd - FL FL 7-1 2 8 9 1 -1 2 11-1 2 13 4 End to End - TY X TY - i3-1 2 l b-7/8 18-1/2 20-1/2 22-3 8 End to End - FL x MJ - - - 10 11-1/4 12 13-7/8 15-5/16 End to End - FL x TY - 11-1 4 13-11116 15 16-3 4 18-3 16 End to End - FL x MJ Ta I - 10-1 8 11-1 4 12-5 6 13-7 8 15- 16 End to End - PVC x PVC 10-314 11-1/8 11-3/8 - - - _ _ End to End -Threaded 6-1/4 7-3l8 7-3/8 - - _ End tp End -Class 250 Fian a 11-1 8 12 15-7/8 16-1 2 18 19-314 A 9-1 4 11 •] 32 11-27 32 13-3 8 16-3 4 20-3 Tb 24-1 8 27-1 2 B 2-1 - 2-1/2 2-1 2-1/2 2-1 2 2-1/2 2-112 C 4 5-7 32 5-1/2 5- 8 5- 8 D - - 1-118 i-1/4 1-7/16 1-5/8 1-718 2 E 3-3/4 4 4 4 5-7/32 5-1/2 - - F 2 NPT 2-1 2 NPT 3 N Handwheel Diameter 8 8 8 3 0 12 14 16 16 No. of Turns to Open 11 11 13 l3 19 26 32 38 1. Hahws 3°-12" must or axcsed requirements of AYYwA C-515. Z 250 ps.l.g, rated working pressure. 3. 4" through 12' vahres may be ordered In corrAguratlons which are ut Usted and FM Approved. 4. Fusion bonded epoxy codling meets or exceods requ[rerrrerrfs of A1MWA C550. 5. Flanged ends are ht acoordanee wittt ANSI/AYYwA C110/A21.10 (ANSI 816.1, Class 125). 6. Threaded sods are to aocordancv wHh ANSI 816.4, Class 125. 7. Nivohanieal lolM ends are h aoeordanw with ANSI/ANNVA C711/A21.11. 8. Tyton® ends and pushron ends are to accordance wBh ANSI/AWWA C111/A21.11 for cast Iron (C) size PVC or ducfily iron pipe, 4. PVC ands for steel LIPS) sizes of PYC or steel pipe. 0.4" through 12" valves are certified to ANSIMSF Standard 61. N~~~ 12 FIRE FEATURESBENEFTTS AMERICAN FLOW CONTROL SPECTFTCATION5 SERIES 2500 RESILIEN'T' WEDCYE VALVE FEATURES fie Series 2500 E7uctile Iron 250 p.s.i,g Resilient Wedge Ga#e Vgive is designed for use ui dnrilang water, sewage and fie protection systems as well a& hrigation and backflow control systems Ductile Iron Construction The ductile Iron body, bonnet and wedge provides shength and a pres- ~re rating that meets or exceeds the requirements of A4VWA C5 } 5 strength more than doubles that pranded by cast rron designs, and the pressure rat- ing Is 250 p s.r.g. Ail this strength and Fughet pressure rating fs provided m a compact, Ilgtttwel~rt and easy to handle ductile valve Fusion Bonded Epoxy fie Selves 2500 valve rs filly epoxy coated bosh on the lrrtenor as well as the exterior The fusion bonded coating is applied prior to assembly so that even the bolt holes and body-to-bonnet flange surtaces are fully epoxy coated. 1Ylple O-ring Stem Seals firs valve features triple O-ring stem seals Two O-nngs are located above and one O-ring is located below the thrust collar. The lower two O-nngs provide a permanently sealed tubricafion chamber that Nall make the valve easier to operate over a longer period of time. The upper O-ring assures that sand, drt or girt cannot enter the valve to cause darrxage to She lower O-rings. This is especially Important for boned and sewage ser- vice applications. Thrust Washers Two fluust washers are used. One is located above and one B bcated bekrrrthethrustcdlar Ttresethrustwash- ers assure easy operation at all trrnes. No Flat Gaskets The body-to-bonnet and bonnet- to-bonnet cover seats are pressure energized O-rings. firs elbrnnafes the need for excessive bolt loading which is requrred by destgns chat use flat gas- kets. fie O-rings are reusable which eltminates down trine during any heeded repair. The Series 2500 ResiUent Wedge Gate Valve Is fumrshed m conhgura- tlons that are listed by Underwriters Laborabrles, Inc. and approved by l:actory Mutual Research Corp The Series 2500 Ductile Iron Resilient Wedge Gate Valve has these standard features: • UL Listed-FM Approved .Shell Tested 500 psJ.g. • Seat tested 250 p.s.i.g. • 250 p.s.r.g. Pressure Rating • Wsion Bonded Epoxy Coating .Rubber Encapsulated Wedge Complies With ANSUAWWA C550 ,Triple O-ring Stem Seals • 259# Raised Face Flanges Available . Srrtooth (No Pocket) Waterway • Outfits iron Body, Bonnet and ' 1 ~% Leck-Tight Closure Wedgy, Operating nut • NSF Standard 61 Certified • AWWA C515 SPECIFICATIONS Valves 2"-30" shall be resilient wedge type rated for 250 p.s.i.g. cold water working pressure. All ferrous components shall be ductile rron. j Valves 4°-lb° shall be in fuA campfr- ancs Wlitr AWWA C515. The words -D.I " or "Ductile Iron' shall be cast on the valve or stamped on a perma- nently attached corrosion resistant metal tag, The wedge shall be ductile rron encapsulated with nrhile rubber (2"- 7 2° s¢es) a SBR n~ber (14"-30" sizes). The wedge shall be symmetrical and seal equally well with flow in either direction. Valves shall be NSF standard hT certified, 9olting materials shall develop the physical strength requirements of ASTM A307 and may have either regular square or hexagonal heads with dtmenslonS conforming to ANSI 818.2,1. Metric size, socket head cap screws therefore are not albwed. Operating nut shall be constructed of ductile iron and shall have four flats at stem connection to assure even Input torque to the stem All gaskets shall be pressure ener- gized O-nags. Stem shall be sealed by three O-rings. The top two O-rings shall be replaceable with valve fully open and wtule subiect to full rated worwng pres- sure. O-nngs set rn a cartridge sha8 not be allowed. Valve shall have thrust washers located with (}~ above and (1) bebw the thrust collar to assure trouble-free operation of the valve. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating, com- prying with ANSUAWWA 0550, applied electrostatically prior to assembly. Valves shall be American Flow Control's Series 2500 Duthie Iron Resilient Wedge Gate Valve. ~ ~usoN° ~ 4 Kennedy Wafer Check Valves JL-FM/A. W.1N.A/ULC APPROVED BY N.Y.C. BOARD OF STDS. • Sizes 4, 6 & 8 Inch • Iron Body • Bronze Disc • Resilient Seating • "O" Ring End Seals Working Pressure: 300 PSI, Non-Shock Compact, for installation between standard flanges, Kennedy WAFER CHECK VALVES have spring loaded bronze discs, resilient seating, and utilize "O" rings rather than gaskets for end seals. HYDROSTATIC TEST PRESSURE: Seat and Shell - 600 PSI. UL LISTED/FM APPROVED ULC LISTED HEADLOSS VS FLOW N 0. H O J <° FLOW (GPM) DET. DESCRIPTION QTY. MAIL: ~A.S.T.M. SPEC. 01 Spring 1 Stainless Steel ASTM 313-AISI Type 302 02 Hinge Pin 1 Stainless Steel ASTM A276-AISI"304/318 03 Slde Plug 2 Bronze 04 Valve Body 1 Cast Iron ASTM A726 Class B 05 'O' Ring 2 BUNA-N-ASTM D-735 06 Seal 1 BUNA-N-U/L SPEC. 312 07 Seat Ring 1 Bronze ASTM B-62 O6 Clapper 1 Mang Bronze ASTM B-6B4 Alloy C63600 KPTTPl1V VgTt7P/WaFPr !'1~Pnlr V.~lvnc FIG. 706 LIFT LUG-B" ONLY ' - D -. ~,~_ ~~ ,- . ;~ 6 -- • OEA Dla / • t D SCN_4.OL PIPE IREF) ~, ~.Li`~~ 1 .- q - Size A B C D E Wf. LBS. F G Vyi. 4 3.75 4.03 6.87 1.34 3.03 15 1.50 2.19 - 15 6 3.75 6.06 8.75 1.53 4.56 28 3.50 2.13 23 8 4.25 7.98 11.00 1.92 6.00 39 5.50 2.50 39 r ~~ Wafer Check Valves Technical/®imensional ®ata LIFT LUG - 8" ONLY 'IDSCH41 (REF) Pad No Ory Descdption Material & ASTM Spec. 1 1 Spnng SSA-313 (302) _ 2 1 Hmge PIn SS A-276 (304/316) __ ' 3 2 Side Plug Bronze 4 1 Bady C.I.A-126CI.B 5 g D-ping Syn. Rubber __ 6' 1 Seal Syn. Rubber 7• / Seat Ring Bronze 8 1 Clapper Bronze 'Denotes part Is only available as part of an assembly. Size A B C_. D E 4' 3.75 4.03 6.67 1.34 3.03 6" 3.75 6.06 8.75 1.53 4.56 6° 4.25 7.98 11.00 1.92 6.00 BODY MARKINGS (ONE SIDE) (OPPOSITE SIDE) SIZE~00 KENNEDY 706 YEAH !~~atures Wafer Check Valve-UL/FM • Short laying length. • Spring loaded for more effective control of water hammer. • Stainless steel spring. • Resilient seating. • Easy maintenance with a minimum number of parts. • Built-in O-Ring flange seals -gaskets not required. • Mounts between standard ANSI B 16.11125 Ib. flanges. Mounting between 250 Ib. flanges requires use of spacers. • May be installed in a vertical line with flow up or down. • Testing Test Pressure -Seat and Shell - 600 PSI Working Pressure -Non-Shock - 300 PSI • Figure #706 (~-111 u,._~,.a_.~T t_._rt~~ r,._ nL-_~_~~ i___ WAFER CHECK .l.. NI v~ A St A~ '~~jOF a c E ID .1~ ~F~ 9a 6 FM ~ ~_ 5,8 e ~~~ 18 ~~ s~ 1 1 Elkhart 156 brass wall type siamese connection has two individual clapper valves, plugs and chains. Escutcheon lettered "Standpipe," Auto-Sprk," or "Standpipe and Auto-Spkr." Finish: Polished brass. Optional: Polished chrome plated. Specify size and thread: 2y/z° X 2'/z" x 4" 2'/z" X 2'/z" X 6" Size A B C D E F 2'/z x 21/z x 4 11'/a 65/a 11'/1s Ss/a 12'/a 49/~s 2'/2 x 2'/z x 6 11 ~/s 65/a 11'/rs 1013hs 12'/a 6"/is (Dimensions in inches) Elkhart 11 Siamese-Single Clapper, lightweight, cast brass lettered "Auto-Spkr." One swinging brass clapper valve. Complete with brass swivels. Threads to local fire department specifications. Plugs and chains available at extra cost. Finish: Cast brass. Specify thread: 2'/z" x 2'/z" x 4" Elkhart 18 Three-Way Standpipe Siamese. Independent drop clap- per valves. Plugs and chains available at extra cost. Threads to local fire department specifications. Finish: Body painted red, cast brass trim. Optional: Polished brass or polished chrome plated trim. Specify thread: 2'/z" x 2'/z" x 2'/z„ x 6" Elkhart 12 Two-Way Standpipe Siamese. Cast brass standpipe or sprinkler siamese. Two individual drop clapper valves. Plugs and chains available at extra cost. Specify lettering:. "Standpipe" or "Auto-Spkr." Threads to local fire department specifications. Finish: Cast brass. Optional: Polished brass or polished chrome plated. Specify size and thead: 2'/z" x 2'/z" x 4" 2'/z" x 2'/z" x 6" Size A B C 2'/z x 21/z x 4 79/is 115/is 5'/a 2'/z x 2'/z x 6 10 11'/2 7'/z (Dimensions in inches) Elkhart 10 90° Two-Way Siamese. Independent drop clapper valves. Plugs and chains available at extra cost. Specify lettering: "Standpipe° or "Auto-Spkr." Threads to local fire department U~ FM i0 90° specifications. Finish: Cast brass. " Optional: Polished brass or polished chrome plate. Specify size and thead: 2'/z" x 2Yz' x 4" 2?/z" x 2'/z" x 6" Elkhart 29 90° Three-Way Sidewalk Siamese. Cast brass with inde- pendent drop clapper valves. Plugs and chains available at extra i0° cost. Threads to local fire department specifications. Finish: Cast brass. Optional: Polished brass or polished chrome plated. Specify thread: 2'/z" x 2'/z" x 2'/z„ x 6" io IJV \ ~L/ UL n U~ 12 ' G~PSSIFj~O '~ o ~~~ July 1, 2000 Ferguson 365 Blamding Blvd Orange Park, FL 32073 Re: FLANGED PIPE 109 Fifth Street Orlando, Florida 32824 (407) 859-3954 Fax (407) 851-6370 Nationwide Fax (800) 599-5805 Nationwide Phone (800) 440-31ST e-mail: pipeLcustomfabr.com www customfabr.com ,~ ,i ' ~ NAPE This letter will serve as certification that the fabricated pipe supplied by CUSTOM FAB is manufactured in accordance with ANSUAWWA CIIS%A21.15,94. The ductile iron pipe flanged by Custom Fab is AMERICAN Ductile Iron Pipe, Class 53 or greater, and is manufactured in acc+~rdance with and meets or exceeds all applicable requirements ofAWWA CI51/A21.51-96. The cement lining is in accordance with ANSUAWWA C104/A21.4-95. Flanges for ductile iron pipe are in accordance with AWWA CI15. All materials incorporated into these products are NSF161 approved and U L Listed. Finished products are individually labeled accordingly. Sincerely, CUSTOM FAB Christopher M. Comins President STATE OF FLORIDA COUNTY OF ORANGE. Sworn to and subscribed before me this Ise day of July, 2000. OTARY PUBLIC HOLLY K. PORTER MY COMM1S5tON ~ CC 923687 EY,P;R~S: Mar 3G, 2004 y-OIYL'1UI1TeCV FI Nnlwni Cnn,iro, F Annrlinn Inn Custom F~Ib J: Quality Fabrications For The Waterworks Industry h ~ N Q U O w~ ¢ a I~~, M ~o: p W X '~ ~ 4-- U cn a (~ ~~ ~ '` ' O ~ o ~' z ~ i U Z K rte- m - ~ ~ ~ lt1 ~ { ~- d0. :+::~:i:-~' wOW Q d W L d a t ~o ~~ A .. RUC) ~ X s- ~ Z.c ~`K'}~ ~~.~'.~•,~~..., O m ~- 0.G -`-'' ~ ~ N ~ ~~ ~, m ~` yr ~ ... l:l q Z -- Z ~ ~ cl; '~ - 7r h ~ rt ~ LL c1 c~ ~ u)-q~? ~a a ~ ------= U ¢ o u r °- o ~~~ c a '~ a ...-_----__.-_- o~ N~ x v ,.-~ Y I' i~ ,FZ t- T i"~T j iu p ~ ~ E --< a w V =-~-----•--~ F.. ---------• .d. LLl Z ~n n d ,~ E :n w e a ~ ~ Y, ------------------..-- , ~ w u "o a ~ -•------ ~ a 7 g ~~ ~ + ~.r ~7 ~ z4 ,~_..- ~ ~i ~ w C '~ -' > oo Z a o CU /. ~ ~ -----_.-...--- - ~ ~ a ~ m d - i---•- .- M G G ..- h ~ - '---•----' C~ F- - 4 ... ..~.-........- ~' <( ~ i E ~ ' ~ JJ p Q ~ 2 ~ ZQ { 7 € Q r -----...- d 7~ iA i 2 a ~:.::._-------------- w Lu i v.~ ~ ~ x ~ .. ~ w ~ ~ ----------•--::= :::: ~ ~ w n ~' '~ n 3 1 z n ~ J ~'"" "A ~ a f--=---_._-..----; atJ i i a '~ l ~ X i z ~ E ~~ ~ O ~ 4 r----~=~ ~ Cn F- Q ~ __-.__-.--~ : Z o ;~ ! a ~y~--.-- ------~~ o i 23U ;~ Mechanical Joint Compact Fittings SUBMITTAL 5tZE5: STANd3AI2t)S: E"RESSl3t2E RATING: NSF-b l COATING: CEMENT LINING: EPOXY COATING: -.~ `'; BARE: i BOLTS: ~. -- -" = iNSTALLATiON: 3" through 36" ANSI/AWWA C153/A21.53 3"-24" @ 350 PSI; 30"-36" & fittings with flanged branches C 250 PSI Meets all requirements, UL CertiFied `ANSI/AVWVA C104/A21".4 and Tnemec 140-1211 ANSI/AWWA C104/A21.4, Double available ANSI/AWWA C116/A21.16 Available ANSI/AWWA C111/A21.11 AWWA C600 Size A Dia. B C Dia. D Dia. 3 3.96 2.50 4.8d d.94 4 4.80 2.50 5.92 6.02 6 6.90 2.50 8.02. 8.12 8 9.05 2.50 10.17 10.27 10 1 ] . l 0 2.50 12.22 12.34 12 13.20 2.50 14.32 14.44 14 15.30 3.50 16.40 16.54 16 17.40 3.50 18.50 18.64 i 8 19.50 3.50 20.60 20.74 20 21.60 3.50 22.70 22.84 24 25.80 3.50 26.90 27.04 30 32.00 4.00 33.29 33,46 36 38.30 4.00 39.59 39.76 ~i~tAaE 1N THE JOINT DIMENSIONS IN INCHES F Dia. P1 J Dia. K' Dia. Kz Dia, L 4.06 28° 6.19 7.62 7.69 .58 4.90 28° T.50 9.06 9.12 ,60 7.00 28° 9.50 11.06 11.12 .63 9.15 28° 11.75 13.31 13.37 .66 11.20 28° 14.00 15.62 15.62 .70 13.30 28° 16.25 17.88 17.88 .73 15.44 28° 18.75 20.31 20.25 .79 i 7.54 28° 21.00 22.56 22.50 .85 19.64 28° 23,25 2d.83 24.75 1.00 21.74 28° 25.50 27:08 27.08 1.02 25.94 28° 30,00 31.58 '31.50 1.02 32.17 20° 36,88 39.12 39.12 1:31 38.47 20° 43.75 46.00 46.00 1.45 BOLTS M S T X Dia. Size No. .62 .39 .33 3/4 s/gx3 4 .75 .39 .34 '/g 3/4x3'/z 4 .88 .43 .36 '/g 9/4x3'/z b 1,00 .45 .38 '/s 3/4x3'/2 6 1,00 .47 .40 '/g s/4x3'/z 8 1.00 .49 .42 '/g J/4x3'/z 8 1.25 .56 .47 '/g s/4x4 10 1.31 .57 .50 '/g 9/4x4 12 1.38 .68 .54 '/g 3/4x4 12 1,44 .69 .57 r/g s/4x4 14 1..56 .75 .61 '/g 3/4x4'/z 16 2,00 .82 .66 1'/g 1x5'/z 20 2.00 1.00 .74 1'/e 1x5'/z 24 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903J 882-5511, Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • (256j 236-7901 K` J D C F A K~ zsu C110 FLANGED FITTINGS SUBMITTAL SIZES: STANDARDS: PRESSURE RATING: NSF-b 1: COATING: CEMENT LINING: EPOXY COATING: BARE: FLANGES: FLANGE THICKNESS: O O I O.D. i T T ~AaF IN r1-IE 2" through 30" ANSI/AWWA Cl 10/A21.10 250 PSI Meets all requirements, UL Certified ANSI/AWWA C104/A21.4 AND Tnemec 140-1211 ANSI/AVWVA C104/A21.4 ANSI/AWWA Cl 16/A21.16 Available ANSI CLASS 125 B16.1 ANSI/AWWA C115%A21.15; STANDARD CLASS 125 TEMPLATE FOR DRILLING BOLT HOLES FLANGE DETAILS Nominal Dia. of Flange Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Dia. Inch O.b. Circle T Diameter of Bolts and Lengths 2 6 4.75 ~.62 .75 4 s/e x 2'/a 3 7.5 6 .75 .75 4 s/8x 2'/2 4 9 7.5 .94 .75 8 s/ex 3 6 11 9.5 1.00 .875 8 '/ax 3'/z 8 13.5 1 1.75 1.12 .875 8 3/ax 3'/2 10 16 14.25 1.19 1.00 12 ~/e x 4 12 19 17 1.25 1.00 12 '/e x 4 14 21 18.75 1.38 1.125 12 1 x 4'/2 16 23.5 21 .25 1.44 1.125 16 1 x 4'/z 18 25 22.75 1.56 - 1.25 16 i'/8 x 5 20 27.5 25 1.69 1.25 20 l'/e x 5. 24 32 29.5 1.88 1.375 20 1'/ax 5'/2 30 38.75 36 2.12 1.375 28 1'/ax b'/z NOTE: Drilling templates are in multiples of four, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 757] 0 • (903) 882-5511 Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • X256) 236-7901 STAR®PIPE PRODUCTS' FIRE Sta~g~ip®series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe, Patent #5,772,252 HISTORY The WedgeArtion Restraining System was originally designed in Japan to provide joint restraint for pipelines installed in areas subject to earthquakes. The system was first introduced in the United States several years ago, and since then it has become very popular throughout the country. The Stargrip design is based on the same technology; however, significant improvements have been made in the Bolt and WedgeAssembly, which makes itmoreadapt- ablefor field use. The Stargrip Mechanical Joint Restraint System is a unique productwith a proven design that provides an excep- tionalrestrainingsystemfor mechanical joint fittings (AW WA 153 or C 110), valves, fire hydrants and all classes of ductile iron pipe. ~ .~ • The Break-0ffTorque Control Nut is threaded on , instead of swaged or riveted allowing it to be field repairable. • Gland is made from high strength Ductile Iron perASTMA536, Grade 65-45-12 and is compatible with all Mechanical Joints Conforming to ANSUAW WA C 111/A21.11. • Stargrip sizes 4"-36" are listed with Underwriter. ries Inc. and sizes 4"-12" are approved by Facto MutualResearch. • Coating complies with AW WA C 104 (ANSIA2 ] 4) and is approved by UL, FM and NSF. • The Wedges are designed to fit a specific pipe size. • Pressure Rating equal to full pressure rating of the pipe for which it is installed on, with a 2:1 safety factor. • The Wedges are heat treated to a minimum of 370BHN. • Tire Stargrip offers a fiil15° deflection through 12' size, 3° on 14"-24", and 2° on 30"-48". • No special tools are required for installation of th~ • 5targrip eliminates tie rods and thrust blocks. '~ Note: Not to be used on plain end fittings. TeI: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 ~r FERGUSON~ ' 9 STAR®PIPEPRODUCTS FIRE P /' ~ ~~~` g/ l~®series 4~~~ Mechanical Joint Wedge Action Restraint for PVC Pipe, Patent #5,071,175 DESCRIPTION The PVC Stargrip Mechanical Joint Restraint System is a unique product with a proven design that provides an exceptional restraining system for mechanical joint fittings (AW WA 153 or C 110), valves, fire hydrants and all classes ofPVC pipe. FEATURES AND ADVANTAGES • The design has been proven in the market since 1992. Can be used on C900 or IPS PVC Pipe. • Gland is made from high strength Ductile lron perASTMA536 Grade 65-45-12 and is compatible with all Mechanical Joints Conforming to ANSUAW WA C 111/A21.11. • Eliminatestie rods and thrust blocks. • Listed with Underwriters Laboratories and approved by Factory Mutual Research for sizes 3 "-12". • The safety factor is twice (2:1) the standardized pressure rating of the pipe on which it is used. • Entire unit, including bolts, is made of ductile iron making it less susceptible to corrosion Double headed torque offnuts are the same wrench size. • Will fit any Mechanical Joint configuration meaning compatibility with different types o installations. • Will deflect as much as an MJ fitting and will not require special considerations when used in lieu ofa standard gland. • Larger ID so it can be used on aut of round pipe for fewer installation prob- lems. • Break offbolt is designed with collars so that a wrench won't slip offthe bottom foreasierinstallation. • Break offbolt is designed so that you can't overtorque and damage PVC pipe • Heavier than most other PVC Joint Restran for better corrosion resistance. • All sizes have curved wedges that will not flatten pipe. Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 ~~cusoN° 24 FIRE STAR®PIPEPRODUCTS Pipe Rest~ai>ne~sse>"~es 1100 1000C Bell Restrainers for AWWA C900/C90S PVC Pipe 11005 Bell Joint for IPS PVC Pipe • 360° Contact, No Pipe Distortion or Point Loading. • Made ofDuctileIron -ASTM Grade 536, Grade 65-45-12. • Restrainers work with Push-0n Pipe Bells. • All Restrainers are Machined to Exact Tolerances. • Rated at the Full Rated Pressure ofAny Class ofPVC Pipe with a 2:1 Safety Factor. • Supports Wall ofPipe with 360° Contact. • Can Be Installed Outside the Trench, to Ease Installation. • T Bolts/RodsJHex Nuts: Low Alloy Steel Per ANSUAW WA C 111 /A21.11 • Clamping Bolts: SAE J429 Grades -- C c RESTRAINER ~~'" RESTRAINER A ~" iI RESTRAINING AoRES~rxAI~[~rc ROD ~~ ~ III lilillllitl liliilltlll IIII ~ I I '--- illli IIII Ili Illllli B r ' r-- PVC PIPE--~" SERRATIONS A PVC PIPE 4" -12" Sizes ' 14" - 48" Sizes i _ _, _-_~ 38RffATIONS . ., ~~ NOIYL PIPE SIZE PVC P$~e wkh DuctYe Iron P;peo C Style PVC Pipe with Steel Pipe O~ Styls 11005 A K B C ~atraflrt Bolts/hods Clamping Bolte p~roz WT LBS O.D. Catalog Number O.D. Catalog Number Approx. Max. No. Size No. Sb:e . 4" 4.80 PRC1104 4.50 PRS 1104 1.12 9.12 12.00 2 3!4" X 17" 4 518" X3-1/2" 14 6" 6.90 PRC1106 6.63 PRS1106 1.15 11.12 13.00 2 314" X 17" 4 518" X3-1/2" 18 8" 9.05 PRC1108 8.63 PRS1108 1.47 14.75 15.00 2 3/4" X 17" 4 3/4" X4" 26 10" 11.10 PRC1110 10.75 PRS 1110 1.38 16,82 16.00 4 3/4" X 24" 4 7/8" X 5" 49 12" 13,20 PRC1112 12.75 PRS 1112 1.42 19,46 18.00 4 314" X 24" 4 7/8" X 5" 90 14" 15,30 PRC1114 WA WA 4.00 22.55 24.00 6 314"X30" 8 7/8"X7" !44 16" 17.40 PRC1116 WA WA 4.00 24.65 28.00 6 3/4"X30" 8 718" X 7" 148 18" 19.50 PRC1118 WA WA 5.00 26.65 28,00 8 314"X30" 8 7/8"X7" 222 20" 21,60 PRC7120 WA WA 6.87 28.75 28.00 8 3/4"X30" 12 1-118" X 9r' 309 24" 25,80 PRC1124 WA WA 6.87 32,95 34.00 12 3/4"X36" 72 1-1l8"X9" 380 30" 32,00 PRC7130 WA fU/A 9.40 42.40 38.00 14 1"X40" 16 1-118" X 10" 820 36" 38.30 PRC7136 WA WA 10.00 49.10 36.00 14 1" X 40" 16 1-118" X 10" 984 ~" 44.50 PRC1142 WA WA 11.00 57,00 46.00 16 1-1/4"X48" 24 1-1/2" X 10" 1916 `I8" 50.80 PRC1148 WA WA 11.00 63.25 46.00 16 1-i/4" X 48" 24 1-i/2" X 10" 2242 All dimensions in inches. Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 ~rFERGUSON° 29 Round Head Roadway Boxes With 4~/a"Shaft DROP COVER Flg~re 6-til LOCK COYER OPEN EASE PWlGE BASE ROADWAY EOx ROADWAY EOx Rgure 8-715 Fg+re &112 Fgtpe 9.17T Extension Pieces For 4~/a"Roadway Boxes EXTENSION PEKE Fpure & 719 Two Piece Valve Boxes 5~/a"Shaft SCREW TYPE OR SLIP TYPE ... 1 r y SCR[W TYPE 9.722 sLW TYPE 8.72T a EXTENSWN ExTEN87oN PIEC! PIECE SCREYT TYPE SLIP TYPF Flpxe &72J Figtxe & 728 FIRE FNnpe Ew Ear AMreeNee7e ComPlna WL Tap end Cover Logfh WL Eo7lom Ler+pM WL 140-0 4Q•Q 18-24 51 13 30 15 21 141-0 41-0 220 54 13 30 19 24 142-0 42-Q 30-,38 80 13 30 27 30 i42-R 42-R 3x-42 70 18 40 27 30 143-R 43-R 368 74 18 40 34 34 Ova Round Covers 8 4t/~ Round l.odc Covers t0 . 49 18" 21 SCREW TYPE OR SLIP TYPE leew SuP A~''mO~ CaYp1eN Tap end Cover Eolb m ErAerlee TYPe TTPe Mdw WL L.rgM YYI. Lenp177 WL Yee W7. 46f-S 461-A 18-24 BD 10 35 15 25 tVoi 582-5 562-A 24-,'i8 80 i6 45 24 35 Required 5ti4-S 564-A 3i.--48 90 16 45 36 45 " B64-S 864-A 36-60 110 26 65 36 45 " 86t7-S 666-A 48-72 135 26 65 24 35 /60 35 888-S 668-A 60-ea 145 28 65 36 45 N60 35 Our Figure 8-122 and 8-t27 valve gco7es are rrrede with integral base which measures 8'/." diame- ter by 9" high. 'R7ey are known as "two piece valve boxes". The base will canrer only the stuffing tsar of valves 10" and smaller. (See ilk7sbatio77 below). Our "Maxinum and Minimum Tr73r7dt Depth Sheet" will give you weights and our suggestions as to the correct tenyths far certain trench Cor7di- tions. Drop covers marked "wATt3a" fwrrst7ed unless atl7erwise specified. The "two piece valve box" is not always acceptable. Some users require "twee-piece valve boxes. (See illustratror~ of ow Figure 8-129 and 8-130 vaMe boxes). TWO PIECE STYLE lie Trrr !we T7n it ;I f's as g,s ~ ~~; a~l !.yet THREE PIECE STYLE 6-127 B-122 a~~ciry ~ pRa~vcrs Page 3 ~' I~~n 30 8-129 8-130 ~ FE~usoN~ uAS IS" Disclaimers The information contained in this submittal is a compilation of product information made available by manufactures or other suppliers about their products, and white Ferguson Enterprises, INC. ("Ferguson") makes reasonable efforts to present current information in the form in which it is received by Ferguson, the information is provided to you "AS 1S," for your internal informational purposes only, without any representation or warranty of accuracy or completeness of information or other warranty pf any kind, including any implied warranty of quality, merchantability, fitness for a particular purpose, or non- infringement. In no event will Ferguson be liable to any party for any direct, indirect, incidental, special or consequential damages far use of or reliance upon any information or material presented including, .but not limited to, damages arising from loss of profits, business interruption or any other damages, even if Ferguson is expressly advised about the possibility of such damages, to .the fullest extent allowable by taw. The material in this submittal could contain technical inaccuracies or typographical errors, and information will be changed, updated and deleted without notice. Manufacturers or other suppliers may make improvements and/or changes in the products described in this material at any time. Customer Service Policy Ferguson enterprises, Inc. is unconditionally committed to customer service satisfaction. Ferguson's commitment to assisting our customers obtain redress under the terms of manufacturers' warranties is a fundamental principle of our customer service philosophy. Ferguson does not manufacture any of the products we sell. Consequently, like our customers, Ferguson must look to manufacturers to provide warranty protection. Our customers' sole and exclusive warranty, therefor, is that provided by manufacturers. Warranty Disclaimer. Ferguson Enterprises, Inc. and its subsidiaries ("Ferguson") make no express or implied warranties. Ferguson hereby disc/aims a// warranties, whether express or imp/led by operation of /aw or otherwise, inc/siding, without /imitation, a// imp/led warranties of merahantabi/ity or fitness for a particu/ar purpose. Ferguson shall not be liable, directly or indirectly, for any loss, cost, damage or expense, including, without limitation, labor charges or consequential or incidental damages, arising directly or indirectly from the operation, condition or use of products sold by Ferguson. Ferguson's sole liability, if any, shall be limited to the product's sale price in all cases. ct.2b. 7006 4:39P HUGHES SUPPLY No. 8905 P, 1/~ { •_ »._ ~y,y r:. .. ... =. ~_w~1 ~~l\1~U~i Series "UV" Turbo Meters -,~,~,/~ METERING SYSTEMS ~~ ~~ ~l~ (Gpmpact Fire Servict;) Bronze Magnekie Drive Sint: B" (ON i50mrn) .~ ~:~;~~°: ~.:, . ~~ ~ ` ~:. ,r' ~` ~ IefetNgent Camrnunkatlona Encodor (ICE:) Register tlaodel: W~ 200U CF5 Turbo Mater with Comrrect Strainer is based orr the turbine principle ~ measurement; its operasing range is from 30 to 2000 galtans per minute (6.9 to ~5it7 m3Th} with registra- tion accuracy at 1009ty m 1.596 of across thruput Conformance To Standards: Ser+sus Compact Fire Service Turbo Meters comply with ANSUAWWA Standard i;T03 (most rocrant revision}. CaCh assembly is performarx;e tested ro Insure Carl,plirtnce. Pertormance~ The meter is intended for use where dreasuremont vt fire st3rvica water usage is desirrxl. Tt~ meter and strainer are Approvari by Factory Mutusl.and Listed by UntlFtrwriter's Labaa- torles,kx;. for use on danesuc services as wee aH lire service con- nections to pubGo water supplies. Appl(catierrb should be wirers moderate to hC3avy uow demands are anticippated in additlurr to providing fire protection sorvicH capability. Tf7e meter and strainer are pressure fasted, caltbraiad and accut~y tested baforC ship. ment. tJo addrtiona! adjustrr>ents are required by field personnel. Construction: The ureter consists of two basic assemblies--tt,e maincaee and t119 measuring chamber, Straightening vends in the maincase minimize ttre swirl t~strraam ~ the mc~er so as to i5rect th® flow evenly to the rotor. The measuringp chamber assemt,iy includes the rotor, adusting vane (tor caDbralion} and seated t~irect Reading (t]R) register: Ma~netie drive: The kight Angle Magnetic Drive trt;minates can- Yenttonal W17r171 Or mlt8r gears nortTglty r@(~(/IICd for hprjZOntatly tnewntetl rgtors or turbine measuring elements. Rat~stration is accompttsned by canbining tho magnehc actions of a drivor mag- net (bnrbedded m the rear face of the rotor), a three-tagged flux carrier anti a cyNrtdriCa- fo4krNer dragnet attaenrad to the gear train matt inside the register's magnet well. YVater towing inraugh the rrreter causes the rotor {with magnet) to fur n, as one of the rnagnot pates passes one of the flux carrier rags, the magnetic force is lransmrttatl tr,rough the flux carrier Ieg to the follower magnet, causing ttte register shalt to rotato. The only moving part +n water is ttra rotor assembly. Rotor: The thanr+oplastic rotor with graphite bearing rotates on aCtrr~ plated stainless sisal shaft. The rotor assembly is vinuaGy wetgtitless m water, thus atlcfing to br3anng life. Matmenance: Tho rrraasuring chamber can tie removed, repaired and/or replaced without disturbing the araincase in the line. A spare chamber can be tttllr<ad in the avant maintenance is required. Cover plates are also available to keep the tine in service whitb the measunng chamber is rr~paired a+ttl rAC ratod. ~aciory casting, repair arrd measuring cnamberan rograms are available. Strainer: The meter is furnizthed with Fa Apcxoved and U.L. Listed Sensus CFS S`irainer whioh r~u irrstalted tmrnediatery upstream of the meter. 7wv dratftplugs are providod to flush ttrEr screen under pressure. 'the strainer a +(rs a.'Y" shappeed screen with four trines the equivalent openof al;'~ (T 5omm} tripe, Tiuoe 3/a' threadod notes are provided on ths~. ,.. cover plate to assist in c;aver removal onry. - _, , VY-2400 CFS Turbo 1Aster raritti FAANL Strnirar SEAYICE (AMISUfemrad of sold wuex up to 80'F (27°C} wat+ flow is One mra5ar only. OtrERttnNG Contlrwnua Flows: 30 to Zt100 gpm (6.8 to R50 m fij RANGE IrrferrrdtrerX stows: 2500 gpm max. {370 mom} ACCURACY t00'k :1.5X Of 8C11rif tAruprd LOW ROtY 95% rnirrimum as 2D 0pnr {4.5 math! PRE881lAE LOaB tdr:tar and Strainer--8.7 (rat at 2000 ppm {.$ bar a1450 mein} MAIDIAUM 175 psf (iZ Dar} OPERATING PilESBURE FLANGE 8' U.S. ANSI t318.t Class 125. Optiansl Wgtlrtga, it epeciifieed 6n0sh Standard 8.5.10 of Metric Starrdi~d I60 R2D@4 RE818TEA HCrrbetfralty Sealed Direct Reading RepLster wihr t.oW flaw IndicrrtOG Rertrula seeding UMI optional. METER 1,DOO,rl00,000 ttattans AEflISTRATION 1,000 0~ons/sweep nand rcwlrrtia+ 100.O0a,1t00 CU4tC feat 1~ cr$ria teel/svve~ hard reYOt00an ,,ooo,aao rn$ 1 +n3fswestr hand revolution IYATEti1AL8 Matrrcase-8ro,ve Meaa~irr0 Cl~liiber-TtrermopLt4lic ShaiOlttertNry Vance-TnemtoptasDc r;~r-fiertnOplSSilG Raul @tarttlp--GraphitC Tttm•-8lainlsas $ieel T1Mrosi @earinQ!-Turlgstan Carbide Magnets---Car~rac iiNAW1A @ady and Cater-Cast Iron tttA4A 5ereerr-Stainless Steel - . ~- Page 1 of 2 ct. 2b. 200b 4:39P HUGHES SUPPLY No. $945 P. 112 e ~~,_ - - - FNl-991 ~i~C'~~~~ Series "W" Turbo Meters ...,,~ METERING SYSTEMS ~a ~~ ~~ (Compact fire Service) Bronze Magnet+c Drive Size fi° (dN 15Umm) -~ ~`~~~: ~„~: ~ ~ ::. /`~ ~ .. ` ~y ~'~ 1nteUigent Cmnmurtications Encoder {ICE) tgegistsr AROde1: W 2WU GFS Turbo Mrrter with Compact Strainer is based on the turbine principle Of measurement; its o erating range is from 30 ro 2(H70 gallons pt~r rt,inute {8.8 to 45Q m,3(n) wilt, registra- tion accuracy of T0096 * t_596 of actual thruput Conformance To Standards: Senses Compact Fire Service Turns Meters comply with ANSUAWWA Standard 0703 (most recant revision). East, assembly ig performance tested to Insure compliance. Perfortnance~ The meter irs intended for use where measurement vt fire service water usage is desired. 'i he meter and efrainer are Approved by Factory Mutual and listed by Untlr~rwriter's Labora- torles,tnc;. for use at domestrc services as w8N as fire service con- nsctrons to public water supplies. Applications should be where mUtlerate to heavy flow demands are anticrpaied in additlixr to providing fire protection service ca Miry. The meter and strainer are pressure t8strrd, calibrated and accur~;y tested beforH ship. meet. No additional adjusirnents arr3 required by field personnel. Construction: The ureter consists of tKro basic assemblies-tt~ mainease and the measuring charrrber; SYraigfttHning van©s in the rrla;nr:i•~e minimize ttre swirl upstream Of the meter so as to direct the ilvw evenly to the rotor. The rr,easuringg chamber sssemt,iy includes the rotor, adjusting vane (tor cahtxation) and seated uirect Reading {uRJ register: Magnetic OriYe: The kight Angle Magnetic Drive etimirates cor,- venironat worm or miter clears normally required far horizontally mounted rptOrs a turbine rneasursnq rrlements. Raelistratlon is accomplished by canbining rho magnehc actions of a drtvor mag- net {E,ntt,edded to the rest face of the rotor). a three-(egged flux carrier and a cyNndriral follower rrragnet attacntrd to the gear train shaft inside the ragisler's magnet web. Wair3r towing ttuougr, the metes causes the rotor {wnn magnet) td turn, as one of the rr~gnot poles passes one of thct flux carrier eys, the magnetic force is transmitted tr,rough the flux carrier leg !o the foNower magnet, causing the register snarl to rotate. Tyra only moving part in water is the rr~nr assembly. Rotor: The tnenraplastic rotor with graphite trearin rotates on aahrome plated atatnless steal shalt The robr assem~ly is virtually weightless in water, thus adding to bt3arrng life. Maintenance: Tho maasudng chamber can be removed, repatretl and/or replaced without disturtring the inaincase in tnu line. A spare ct,amber can be utilized in the avant maintenance is required. Cover plates are also availab~ to keep ilia line in service white the measunng chamber is repaired acrd rpcabbraiod. Factory testing, repair and measuring chamber~lang ? rograms are available. Strainer: The meter is furnitshr;d with Fa ~l Apprcved and U.L. Listed Senses CFS Strainer which inu` installed immediately upstream of U,e meter. Two dra+tfplugs die provided to #lusn tr,e ecreen under pressure. 1 he strainer co r(1s a.'V shappeed screen with four times the syuivalent open of ~~' (i SOmm) pipe, Throe 3/4' threadad holes are provide on th6~.. cover plate to assist in 4over remove! only. - ... . YY-2000 CFS 74rtw 11Astot wHt- FMItJL Strains ~, i Specifscafians Y ~ ~~' f , SERVICE MHSUfemerd ni oald wits' up to 8MF (27°C} wSh flaw is one duectim+ only. OtrEAATNI6 CotNnuaus Rows: ~ ip 2000 gpm (b.8 to 450 fi) RANSE Intarrrrttegt Flows: 25iS! gpm matt. {57o rrr'm) ACCURAl:4 100% : t5X of actUgl ituuptrt WW ROtM 9596 mirrimum at 20 ppm (4.5 m'~l) PRESSURE LOSS iJklar and $irNflur-6.7 psi it 2000 ppm (.5 Dar' at 450 myth} MAXIMUM 175 pgt (t2 Der} OPERATING PRESSURE FLANGE B' U.S. ANSI H 1i3.t Class t25• Optiagl dnllln(rs. ii rrpecilied BrrOSh Standard B.S.10 or Marc Srandard lS0 R20Srl REBItiiER tierrurrtiraNy Seikd Direct Reading Repisier with Lrav Flow l„dicator, flenwte reeding um optional. Mt7ER 1,000,000,000 ga0ans AE41STRi1TtON 1,000 O~Iarrs/sweep hand rrvolution t00,000,t1IX1 eWtic tact 100 cubit: teet/sweep hand revWUtlon t,000,000 m3 t rtr3/sweep ttintl fCVOl,dlon MATERIALS Matrxase--Hronre Meaeurvg thalntrm-Thermoplastic Sheigtttenirr6 vanes--Thermoplastic ttator-ThermOpliSUG Radial Bearing-Graphite Tttm--Slairaess Steel Thrrtst Oearings--Tur>gstm Carbide Magngt9--Cct"atnic STRAINER Body and COVEr-Cast Iron MATERIALS Screen--SVimess Steel ~y ._..: _.; ..; ~f~ -_ ..::.: _ . . =.. _._. t• ~ - ~-~ Page T of 2 1;1~t HN-93'I ~~~~~~ 'fir"~?~~~ ~F~ (compact Fire Service} Bronze Magnetic drive Size 6" (DN i50mm} ry~ry~ Head Loss Curve (With FfWUL Strainer) Accuracy Curve {With FM/tJL Strainer) to 4 s jt b ~ 5 g 4 °a 3 i 2 t 0 1 i ~1 V a 0 10 40 60 80 1W 500 1000 1500 14110 RATE OF FLOW (r~rrt} 0 20 d0 6(I 80 100 500 t0pp 1500 21100 RATE OF FLOW (GPM) F - aWt Ci~cte ._ .. n - NO of eons -~ C- Y -..~~----ti -_- t=7 a -~~ - n" -'~~ - ~~~: -o - Meter ltnd Fl e Size trarmM Openlung till N Dfinensi®ns Nei Weight blp~ e >WtDe MYiawr. Yadatam l;eewe6on= A 8 C D E F 6 H We1gM 6' QN 150mm 30 6.8m9/h 200 i5~tlalh Pranged 22-3/8" 17 T!8' ~ 40-7/16" 5.314' 9-112 8 3/4' ~ 495145. 5451bs. 568mm 483rnm 22mm 1027mm 146mm 242mm 8 19mm 225 kg 247 kg Q7 Frx COntln WU8 IIOYYB; 2500 GPM (57prdlryl mBrurrum rOf YNC4rI1RNYlr lrava, i»st~lllation InstruCtlons: Ph=ase see TM-935 latest revision, RU 5en~1s AMH syyss-lenw wprk with the sarrrra absolute enCOdCr L-hx:6onirr C i i Units (MIU) automaGCaly call "in' to the utilty ottiCa Iw transferring nral~ ommun 08t ons R(~ISLUrs (ECR), enablirr~ 1119 utility to mix And match Of easily nxtve from one system to another wittrOUi Ctt3nging registers for reading data frOrtl the rnat9r site to a PG. PhonRc3d Is a Irarrsprtrellt system tfral does not interfere with wslomers' telephone service. For each. more irtformatiorr relay ro bulletins AMH-t~Ft and AMR~02. The TovchRead" Automated Meter Ro~tlr~ and BtNing System- is a muRipurpgse erroodor nrmote s stem su~gbl9 !u r an i( i d RedtoRead° AMR--uses superior pircct Sequartce Spread S ridrum l i d y r n oo c or uw u at on t0 provide reli2ble, safe and Virtually ltiterlarenCe heo ratlicr outtlo0r use. The FGR Register uses a wired CorNlOCtfOr1 balween the based ttanamission of reading tlata lrum undergrp(md a inside-set meter and an tlulside rem~e for insitlB set mPtpr, -or a pitlltl rtlounted module, enabling undergrouruf meters to ba read automatiCalty wlthaut meters th8t 0rB ayuipped wRtr Meter Transr:rriver Units (MXU). A c-troira! of meter reading optf0rrs is availah;e. A radio !roquancy hand-hCld device opening the ureter Iwx or vauH. AU wires corku~Ctiurrs and terminals of tllo (RF-HHD) yen be USCtl Dy a mater readr>r pn foot. 'I tie RF_HHI] Can 3150 IuuChHead Pitlid (TR/f'Lj ntOtlutas and registers arc fuly sealed ~ the taCtOfy USir'KJ a spacial prr>Gp~s ro er1SW8 protection from Water Infiltration, tre usoa to collect readings from IuucnRead equipped meters, or fcrr manual mGtr?t reading entries. A mOrG pOweriul VahiGle TrahSCaiver LkrR The txrnrwrtion tomlinols nl ECRN1tP registers are also factory sealed. {VXU) can be used In any car w yuck ro read metrs while on the rrmnra_ Molars equipped for TouCtrRaad System tc~klg Can tae read with a i l i (A dAdiCated meter reading vetliCle is not regt~red,) For more infonnatrpry refer to bulletins AMR-RR AMR-301 and AMR-3(1 3 nd v read sua ng device, stand 3brx3 AutoGtm, errdlor roatling gun with an AuroRead tl3titlt Feld [7evice. For more iniwmetion on TouchAOad System , . , e ~~ t' equ~imertt refe+ to builatirra AMR-TR, AMH•401, AMR-403, AMR-312 aitd MultiHead° Fort Expartdars-•can provide iha capability to connoct EXSUMHH. muiGpla ECR equipped meters le a single PhprtR03d MIU w RadioRe3d PhonReid" AMR-is a rell3blo taieptrone pH,aed call do syslarn that does MXU t0 51va lira utility t)me and mont•7y kx installafions such as aparRnertt rte requirC batlBries lw operation. It also does Hate require Cqulprrrant to camplex~ and Shopping centerg. Refer t0 bullslin AMR-$0~, AMR-3016 and AMR-3~ be installed at telephone tympany faCilitlcs. 1'I ronRead Meter IntertaC6 . Q Gatfatin Avenue 75 ~~ 8 PA 5401 V~~ V ~ Q .,,,1 METERING SYSTEMS 1-800-METER-tT•1.8pp-638-3748 Fax: Direct t0 Facfary Local: 724-439.7729 • Toll Free:1-800.88&2403 www.setl5us,com (select'North America Wttter~ Entail: h2ainfo~sensus.ci7m Page 2 of 2 P f' ti :~, J~ r r~ _, ,. t~ CITY OF ATLANTIC BEACH 800 SElVIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONELINE247-5$26 Application Number 06-00034314 Date 11/22/06 Property Address 753 ATLANTIC BLVD Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc EARLY POWER ---------------------------------------------------------------------------- Owner ----------- Contractor -------- BAILEY'S POWERHOUSE ----- GYM -------------------- KNIGHT ELECTRIC LLC ---- P. 0. BOX 277 13997 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 --------------- - (904) 247-9884 -- ------ Permit ------------- ELECTRICAL -------------------------- PERMIT ------------- Additional desc . Permit Fee 300.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date ----- 5/21/07 ------------------- Fee summary ------- - ------------- Charged -------------------------- Paid Credited ------------- Due - -------- Permit Fee Total ---------- - 300.00 --------- ---------- --- 300.00 .00 ------- .00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 300.00 .00 .00 PERMTT IS "AP`PROVED"ONLY IN ACCORDANCE W11'H ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII,DIIVG CODES. s+t~ r. CITY OF ATLANTIC BEACH I= -t ~\ .ELECTRICAL PERMIT APPLICATION Date: f (• Z Z . 0 ~? Property Address: ~~ S ~T[:~G~(l G ~vy~ Owner. Teleph~e #: Contractor: ~ti'+~ ~~ r E.Z tG7G2i C_ (_f_L Telephone #• ~~ ] - y~''~y Contrnctor Addres8: l 3`l `17 d~cct ~ J~iu . ~~>< ~ l ~ ?21~/ Fa: #- 2'~"7- Y~'~~ Contractor tare: [A coasidetatioa afi pot+ait givat far doing the work as described in the s6ovc atstematt, we herchy agroe to perform said wak is IIOGOrdarleG wtrh the atlaed~ priAS •rld SppCift:anOA3 A'ht~t arC a pAf[ hereof and iA aocordartoe Wtr}l the CJtr OC Arlsaoc H!'AC~ OitllatlACi and staAd:ds of haled dlC7L'1A. ~JI Bnildiag: I 8uildin4 Type: O Trailer Service: ~' ~ha aosmvaioe is l • New O Residtt-¢e V Ttsrtp. Ca' New wing done on tAis 6uildio6 i v Old t~Commer+ciai o Signs o htt~retue Or sik lirt the MtiMng O Re-wire ~ O AdditiWt Sq. Ft. Q Repair _ p~~~,~,~C~ S Contiucttx Size: AMPS: L`C COPPER ALUMINUM Switch or ~ ! '7C~ ~ RACE ~~ Brcaiter AMPS GG PH W VOLT WAY Fxistitsg Service RACE Sire AMPS PH W VOLT __ wAY Meter Ptua~ber ___ ~__ Feeders: NO. SIZE NO SIZE NO SIZE Lighting Uutets ~"-" ~ CEALED ON C ~• OPEN -_----- _ _ _ Rece tacles CONCEALED OPEN J Switches ! d---- lncsndestx~t i __-__-- "_. T Fluorescent do M.V. - - Fixes ~~ o.too t~nar5 OVE~t BELL ~ NSFER --- A litutces Air H.P.RAT7NG ti"P. RATING - - . TRA CE1LlNCi _ Kw-iiEAT Conditionin I COMP. MOTOR OTHER MOTORS AMPS _ HEAT Motors U-1 }L.P. _ VOI.I'AGE PH NU. OVER 1 H.P. PHS Transfot7rtets NO. KVA NO. KVA -_....~'a No.3~teon_Ttansf. Ea. Si Misccllancotts _ _._. -- ~- --) _.._.._--• - -- 8/1Q Setoiaoic Road • Aiinatic HeacY. t?Iorida D223~5445 Phone (9Q4) 247-580 • Fax: (904) 247-5845 • help:flwww.ci.attaatic-bcach.ll.us Revised i'U4 1'~ S48S-L4Z-406 ~H 4oeag otzueT~b ~o ~7i0 dpO~ZO 90 IE ueC t•d EbB6 LIZ X06 ~t~~~ai3 ~49iu~ elS=ii 90 zz nod KNIGHT ELECTRIC, LLC 13997 Beach Blvd., Jacksonville, FL 32224 PH: (904) 247-9884 FAX: (904) 992-6632 ER#13012523 DATE: ZZ November 2006 ADDRESS: 735 Atlantic Blvd PERMIT NUMBER: 06-3305 SUBJECT: Early power for above address We are requesting early power for the address listed above. We will not hold Atlantic Beach responsible for any problems that may arise from receiving early power No one will be moving into the above address until the CO is received. Steve Knight President Knight Electric, LLC I(12z~04. t'd Eb86 Lb~ t-06 oi~~~ai3 ~49tuS eTO~OI 90 ZZ ~oN City ofAtlantac Beach Pe~rm~it Infonnart~on To: JEA Electric Order Fulfillment, (Fax No.: 665-7372} Attention: Carol Sehweizer/Lorie Craven, 21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit # D ~O - 3~3 ~ Date: Service Address: ~J~ ~C. ~LV1S Owner: _..~-/1 ~ ~ ~. Owner Phone: Electrician: ,~~i~~ '~ Electrician Phone: iX/~ -- ~~'if Type of Work: New Service [ /~ M-Home Subfeed [_J Increase Service ~] Heat & AC [__] Repair Service [__] Other ~[_] Rewire [.,_] Other Description: Temp Pole [_] Service Type: `,~verheaci (Repair/Replace) [,_,~LTnderground (New Services) Building Use: ]Residential [-]Church [ --]Environmental ~]M-Home ~~mmercial [„-]Other Other Use Description: Service Size: New Service: Amps: ~a0~ Volts: X204' Phase:_,~ Eacisting Service:Amps: Volts: Phase: E-mail; Ei~avli~,ie3.coi1~ or seh~vcm(tr?,'e} a.c©rn or resoiun}ea.can~ . HP Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Nov 22 2006 10:50AM Last Transaction Date Time Tvge Identification Duration Pa~aes Result Nov 22 10:49AM Fax Sent 96657372 1:38 4 OK Neptune Fire Vr«tectii~n F"Ytgineerin~ PLC' October 25, 2006 Mr. David Hufstedler Building Official City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FI 32233 David, ~~ ~~a soot ~ z 100 H~t/38r~1 Nei 1't! d0 ~111~ a3A021ddy a ~~ I am writing to you to propose solutions to the building code issues we faced in the construction of the new Bailey's Gym and tenant spaces in Atlantic Beach. The building is comprised of a Bailey's Gym that takes up most of the space with 2 small tenant slots in the front of the building which will become either office or retail occupancies in the future. This arrangement is different from the original layout of the building, in which Bailey's took up the entire back half of the building and was separated from 5 tenant spaces in front with a corridor. The new arrangement is shown in the attached sketch and a new plan of this arrangement will be submitted by the architect per your request in our meeting on Wednesday 10/18/46. The issue with the building has been the required rated separations between Bailey's and the tenant slots, which requires one hour walls per FBC 2004 (the applicable code section is attached for your reference). The walls were originally not built per specification, and we looked at them to determine how to best modify them to be the one hour walls required. The 2 side walls (marked as such on the sketch and shown on the attached photo #1, were built per UL assembly U419, as specified except that an extra 2-1/2" stud was added with extra haft insulation, making the wall more thick, and the walls were not built all the way to the deck, resulting in an 8" gap above them. The extra stud will not hurt this wall and helps in fact, and therefore the problem of the gap at the top of the wall will be fixed by adding another 8" of x-type gypsum to the top of the wall, extending it all the way to the underside of the deck, and sealing the top and bottom small gaps of the wall with batt insulation and fire caulk to maintain the integrity of the rating. This solution has already been implemetrted. The second problem was the rear walls (as marked on the sketch), which were built with 2 layers of 5/8" x-type gypsum on one side of a sheet of comigated steel with one layer of plain 1/2 " gypsum on the other side. This is not even close to a rated assembly of any sort and cannot be practically modified to be so, at this point. Therefore, the solution to this problem is to build new full height 1-hour firewalls in fro~rt of these walls to get the required rating per UL assembly U419 (see attached description). Please feel free to call if you have any questions or comments about these proposed solutions. Thank you very much for working with us to resolve these issues. Sincerely, Steve Ko kabany, P.E. Fire Protection En ' , FL PE# 61295 Neptune Fire Protection Engineering LLC ~' ~('~`1t i3 L`~i1c f~bE fllic° ~._a l'IiQ ~3, ~t3 ~~~llliC f:~cFiEtl, ~° ~tY€'Ilj Ei ?~~~C76 P! d: '~(1-t-t;i:_'-~t''OI) b~ ~1?C: '~(1~{-:? 1 ~"-U;if,~; ~~~~ e f t~ _~r . ~.. h~ ;L .i~ ~ ~~ r.``~ { ,< _~. . ~= ~'.+ ~{~;.;~: .~ 18/@4!2906 14:48 9842411750 GREG MILLS ~ ! ~_. ~ a __ ~~~L ~~ l .~ ~~.t u ~~ ~ ~ ~ ~r~~ ..,....,...,.,~,~.r.._-- Lr7Cip.Y. ~. ~4t, ~~ ~. HR l ~ ~-~ . S, ~ e ~ a 1 ~ --~-~ Mtk~;v-W I~p.U-rti ~~ ~L ~4~v~~ ~vn . t~ ~ ThN ~ ~ Lfi~~ ~C..._ ~"~ :.l~ I ~" ~~.. •.,--r i r i ,,~ ~ !- ~-- PAGE 92 G 1 ~~ ~"~ 5~de ~t all . (Ex~"enr~ ~~ez ~ a ~ ~ ~"~t wt a .~ ~~ dcck~j . ~~• ~x~e~,a ~- ~~~~~ a ~ ~ ~~ ~~ o~ CAnp~ y _._._.a18t04/2806 .14:48 9042411750 ~~t~~-~~~ ~~~e ~~~~~ ~c~e~r~ ~ Decd GREG MILLS ~ ~ ~ ~. I ~ ~ia~.~ -... ... ~`, • ~ fi`t' lN~.~t1~r1 M p ~. i ~~~ ~ i ~~~ ~~e. L w~wr~c~nt~~: t tt.. ~~w ~~ u ~q~i~1. PAGE 03 ~~hIL:l~`(~ stn ..,~d J~7~cl~. 5 ~ ... , _ .~ FIRE-RESISTANCE-RATEp CONSTRUCTION rating as the topmost floor penetrated by the shaft, but nat less ~,,, than the f2re-resistance rating required for the shaft enclosure. 707.13 Refuse and laundry chutes. Refuse and laundry chutes, access and termination rooms and incinerator roams shall meet the requirements of Sections 707.13.1 through 707.13.6. Exception: Chutes serving and contained within a single dwelling unit. 707.13.1 Refuse and laundry chute enclosures. A shaft enclosure containing a refuse or Laundry chute shall not be used for any other purpose and shall be enclosed in accor- dancewith Section 707.4.Openings into the shaft, including those from access rooms and termination rooms, shall be protected in accordance with this section and Section 715. Openings into chutes shall not be located in exit access cor- ridors. Opening protecdves shall beself-closing or auto- matte-closing upon the actuation of a smoke detector installed in accordance with Section 907.10, except that heal activated closing devices shall be penmitted between the shaft and the termination room. 707.13.2 Materials. A shaft enclosure containing a refuse or Laundry chute shall be constructed of materials as permit ted by the buflding type of construction. 707.13.3 Refuse and laundry chute access rooms. Access openings for refuse and laundry chutes shall be located in rooms or compartments completely enclosed by constnre- tion that has afire-resistance rating of not less than 1 hour and openings into the access moms shall be protected by opening pmtectives having a fire protection rating of not lessthan'/,hourandshall beself-closing or automaticrclos- ingupon the detection of smoke. 707.13.4 Termination room. Refuse and laundry chutes shad discharge into an enclosed room completely separated from the remainder ofthe building by construction that has a f re-resistance rating of not less than 1 hour and openings into the termination mom shall be protected by opening protectives having a fire protection rating of not less than 31, hour and shall beself-closing orautomatic-closing upon the detection of smoke. Refuse chutes shall not tenarinate in an incinerator room. Refuse and laundry rooms that are not provided with chutes need only comply with Table 302.1.1. 707.13.5 Incinerator room. Incinerator rooms shall com- ply with Table 302.1.1. 707.13.6 Automatic 5re sprinkler system. An approved automatic fire sprinkler system shall be installed in accor- dance with Section 903.2.10.2. 707.14 Elevator and dumbwaiter shafts. Elevator hoistway and dumbwaiter enclosures shall be constructed in accordance with Section 707.4 and Chapter 30. 707.14.1 Elevator lobby. Elevators opening into afire-re- sistance-rated wrridor as required by Section 1016.1 shall be provided with an elevator lobby at each floor containing such a corridor. The lobby shall separate the elevators from the corridor by fire partitions and the required opening pro- tection. Elevator lobbies shall have at least one means of egress complying with Chapter 10 and other provisions within this code. Exceptions: 1. In office buildings, separations are not required from a street floor elevator lobby provided the en- tire street floor is equipped with an automatic sprinkler system in accordance with. Section 903.3.1.1. 2. Elevators not required to be located in a shaft in ac- cordance with Section 707.2. 3, Where additional doors are provided in accor- dance with Section 3002.6. Such doors shall be tested in accordance with 1JI..1784 without an arti- ficial bottom seal. 4, In other than Group I-3, and buildings more than four stories above the lowest level of fire depart- ment vehicle access, lobby separation is not re- quiredwhere the building, including the lobby and corridors leading to the Lobby, is protected by an automatic sprinkler system installed throughout in accordance with Section 903.3.1.1 or 903.3.1.2. SECTION 708 FlRE PARTITIONS 708.1 General. The following wall assemblies shall comply with this section. 1. Walls separating dwelling units in the same building. 2. Wails separating steeping units in occupancies in Group R 1, hotel occupancies, R-2 and I-l. 3. Walls separating tenant spaces in covered mall buildings as required by Section 402.7.2. 4. Corridor walls as required by Section 1016.1. $. W is l s„ens~rating inAividual ten n c~na~ces Exception: In Group B and S occupancies walls used to separate tenants shall not be required to have fire-resistance rating, provided no area between fire partitions having a 1-hour fire-resistance rating ex- ceeds 3,000 square feet (279 m2). 708.2 Materials. The walls shall be of materials permitted by the building type of construction. 7083 Flrc-resistance rating. T~fir~ n u~ffhe walls ski be at least l Exceptions: 1. Corridor walls as permitted by Table 1016.1. 2. Dwelling unit and sleeping unit separations in buildings of Type LIB, IIIB and VB construction shalt have fire-re- sistance ratings of not less than '/2 hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 708.4 Continuity, nn of _.Y slab ar deck abw+s ter to the fire-rtsistance~raicd floorlceiltng or r+oo#7cseiling assembly above, and shall be securely attached thereto. If the partitions are not continuous to the deck, and where constructed of combustible construction, the space be- tween the ceiling and the deck above shall be fueblocked or FLORIDA BUIi..DiNG CODE - BUttpiNG 7.11 l3XU V.U4ly - rite KCS1St31IC8 K8ttI1gS - ANJllUL 1b3 nttp://aatabase.ul.COitvcgt-utn/xY v/temptate/L1J1/x1/ir1tAMG/sno. UL. Online Certifications Directory Pace Bottom sxuv.u~-s Fire Resistance Ratings - ANSIJUt. 2b3 Fire Resistance Ratings -ANSI/UL 263 ~°2 C-en~"al Inform..>*+^n for Flrn Resistance Ratlnas - ANSI/Ul 263 DuIMDe Ns. iJ41g September 26, 2006 Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr (Sae Items 3 t 4) For `'ut~Ibex of Layers aired dourly Ratings Cna Y! r+m ~. ~,1~2Wa~~5c~ RQGr- `~~lal~,s 1. Floor and CeiBng Runners - {Not shown) -Channel shaped, fabricated from min 25 MSG wrrosion-protected steel, min width to accommodate stud sire, with min i in. long legs, attached to floor and telling with fasteners 24 In. OC max. 2. Steal !Buds -Channel siwped, fabHcated from min 25 MSG corrosion-Drotected steel, min width as Indicated under Item 4, min 1-i/4 in. flanges and i/4 In. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3, salts and Blankebk - (Required ~ Indicated under item 4) -Mineral wool belts, friction fitted between studs and runners. Mln nom thickness as Indicated under item 4. See Batts and Blanket (BKNV or 6Z7Z) Gbgories for names of Ciassifled companies. 3A. Batts and Blankets• - (Optlonap -Placed In stud cavities, arty glass fiber or mineral wool Insulatbn bearing tfie UL Ciassiflcat-on Marking es bo Surface Burning Charac~rlstics and/or Flre Resistance. See Batts arM BJaekets (BKNV or BZ7Z) Cabgories for names of Gassifled oompaMes. 4. Gypsum Boards -Gypsum panels with bevNed, square or tapered edges, applied vertlceliy or horizontally. Vertlcal joints centered over studs and staggered one stud cavity on opposite skies of studs. Vtitltal iolnts in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be barked by steel framing. Horizontai edge joints and horizontal butt joints on opposite sales of studs need not be staggered. HoNzontal edge jolr-ts and horizontal butt joints In adjacent layers (muitllayer systems) staggered a min of 12 in. The thido~e~ and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratlngs arc as follows: Wallboard Protection on Each Bide of Wa8 No. of Layers Min Thkns Min Stud ~ Thkns of insulation Raring Depth of Panel (~ 3) __ ___ 1 3-1/2 i layer, 5/8 in. thick Optional T 2-1/2 1 biYer'r 1/2 M. thick 1-3/2;In. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 IaYers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional __ __ 2 3-1/2 1 layer, 3/4 1n, thick 3 in. 3 1-5/8 3 layers, 1/Z in. thick Optional 3 1-5/8 2 layers, 3/4 In. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 1 of 3 10/18/2006 8:11 AJ BXUV U419 -Fire Resistance Ratings - ANSUUL 263 http:Ndatabase.ul.com/cgi-btn/XY V/template~Ll~tiX'171rKAMl;lsho. 4 1-5/8 4 layers, 1/2 in. thick Optional __ ______ 4 2-i/2 2 layers, 3/4 in. thick 2 in. CANADIAN G1fPSUM COMPANY - 1/2 In. dock Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-Xi, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 In. thick Types IP-X3 or ULTRACODE UNITED STATE GYPSUM CO - 1/2 in. thlds Type C, IP-X2, IPC-AR or WRC; 5/8 in. thlds Type $CX, SHX, WRX, IP-X3, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USfi MtrJ0IC0 S A DE C Y - 1/2 in. thids Type C, IP-X2, IPC-AR or WRC; 5/8 In, thick Type AR, C, IP-AR, IP-Xi, IP-X2, IPC-AR, SCX, StIX, WRX, WRC or, 374 In. thick types IP-X3 or ULTRACODE When Item 68, Steel Framing Members*, Is used, Nonbearing Wall Raring Is limited to 1 Hr. Min. stud depth Is 3-1/2 In., min. thidsness Of insulation (Items 3) Is 3 in., and two layers of gypsum board panels (1/2 In. or 5/8 In. thids) shall be attadred to furring dsannels as described in hens 5. One layer of gypsum board panels (1/2 in. or 5/8 in. thids) attached to opposite side of stud without furring channels as described in Item 5. 4A. 6ypswm tttoards - (AS an alternate to Item 4) - 5/8 in. thick, 24 to 541n.. wide, applied horizontally as the osster layer to one side of the assembly. Secured as described In Item 5. CANADIAN 01fPSUM COMPANY -Type SHX. UNITED STATES fa'YPSUM CO -Type FRX-G, SHX. U56 MEXICO S A OE C V -Type SMX. 5. Fsstenms - (Not shown} - Type S or 5-12 steel screws used to attach panels to studs (Item Z} or fun•Irsg dwnneis (Item 6). SMpla Isyar systsrns: 1 In. long for 1/2 and 5/8 in. thick panels or 1-1/4 In. long for 3/4 in. thlds panels, spaced B In. OC when panels are applied horizontally, or B in. OC along veRkal and bottom edges and 12 In. OC in the field when panels are appilal vertically. Two layer systems: First layer- 2 in, long for i/2 and 5/8 in. thick panels or 1-1/4 in, long for 3/4 In. thick panels, spaced 16 In. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 In. thick panels or 2-1/4 In. long for 3/4 In. thids panels, spaced 151n. OC wills screws a/fsa 8 tn. from first layer. Three-layer sysbanss First layer- 1 In. long for 1/2 fn., 5/8 in. thick panels, spaced 24 In. OC. Second layer- i-5/8 in. long for 1/2 fn., 5/8 in. thki: panels, spaced 24 in. OC. Third layer- 2-1/4 tn. long for 1/2 in., 5/8 in. thick parsecs or 2-5/81n. bng for 5/8 in. thick parrels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 In., 5/8 In. thids panels, spaced 24 in. OC. Second layer- 1-5/8 in. lorsg for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-i/4 In. long for i/2 in. thick panels or 2-5/8 In. kWng for 5/8 in. thick panels, spaced 241n. OC. Fourdr layer- 2^5/8 in. long for 1/2 In. thick panels or 3 In. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 51n. from layer below. 6. Furring Chsrsnels - (Optkmal, nOt shown, for single or double Byer systems) -Resilient furring chanrsds fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 In. OC. Flange portion attadsed to each Intersectirsg stud wtth i/2 in. long Type 5-12 steel screws. Not for use with Item 4A. 6A. $tsel Framing Merrsbers (Not Shown)* - (Optlonal on one or both skies, not shown, for single or double layer systems) - As an alternate to Item 6, furring channels and SteN Framlrsg Members as described below: a. Furring Channels -Formed of No. 25 MSG 9aN steel. 2-3/8 in. wide by 7/B In. deep, spaced max. 24 In. OC perpendicular to studs. ChanrseLs secured ~ studs as described to Item b. Gypsum board attadsed to furring dtannels as described In Item 5. Not for use with Item 4A. b. Staef Fetrming Ilembers• -Used to attads furring dsannels {Item 6Aa) to surds (Item 2). Clips spaced max. 481n. OC., and secured to studs with No. 8 x 1-i/2 In. minimum self-dNliing, S-12 steel screw dsrough the center grommet. Furring channels are fHdion fltttd into dips. PAC INTERNATIONAL INC -Type RSIC-i. 68. btael Framing Members (Opflortai, Not Shown)* - As an alternate to Item 6, furring dsanrsels and Steel Framing Members on only one side of studs as described below: a. Furring Channels -Formed of No. 25 MSG gaN steel, spaced 24 In. OC perpendialar to studs. Chancels seared to studs as described In Item b. Batts and Blankets placed In stud cavity as dessalbed In Item 4. Two layers of gypsum boast attached to furring dsannels as described In Item 4. Not for use witis Item 4A. b. 5tsei Framing Members' -Used to attach fuMng dsannels (Item 6Be) to one side of studs (Item 2) only. Clips spaced 48 in. OC., arxl severed to studs with two No. 8 x 2-i/2 In. coarse drywall screws, one through the tale at each end of the dip. Furring dsannels are fridton fitted into dips. IOINt:TiC3 NOI~ CONTROL INC -Type Isomax 7. 70irtt Tape and Compound - Vinyl M caseln, dry or premixed Joint compound applied in two wets tD )clots and screw heads of outer layers. Paper tape, nom 2 in, wide, embedded In first layer of compound over all )otrrts of outer layer panels. Paper tape and loiM wmpound may be omitted whin gypsum panels are supplied with a square edge. 8. BidMsg, isrick or Stucco - (Optional, not shown) -Aluminum, virsyl or steel siding, brick veneer or stucw, meeting the requirements of local code a9endes, Installed over gypsum panels. Bride veneer attadsed to studs wills wrrugated metal welt ties attadsed oo ends sred with steel stews, not more than each sbdh course of bride. 9. Caulking and Ssaiarrts* - (Optional, rat shown) - A bead of acoustical sealant applied around the pardtlon perimeter for sound wntrol. UNITED SLATES fiYPSUM CO -Type AS *Bearirsg the UL Classification Mark Last Undated on 2006-09-25 2 of 3 10/18/2006 8:11 L~ ~ LEE J. ENGINEERING, INC. 10381 Cypress Lakes Drive, Jacksonville, FL 32256 October 8, 2006 Building Inspector Building and Zoning Department City of Atlantic Beach, Florida Ref: 318 Royal Palm Drive, Atlantic Beach, Florida 32233 Permit No. 06-33054 Dear Inspector: ~3 ~Ia~~G ~ ~~~d ~~ ~~~ 5, Phone 904-519-1934 F'ax 904-519-1004 Cell 904-234-3518 The fastening schedule for %" Dens Glass exterior sheathing panels are 8" on center vertical 6" on center horizontal with #8 - 1" long bugle head fine thread screw at edge and in field on 26 gage metal panels to this particular building. This fastenings are good for 65 psf as indicated on attached manufacture's specification and instruction. Actual maximum wind pressure to windows and doors is negative 51.6 psf at end zone. If you have any questions, please contact me. Sincerely, LEE J. ENGINEERING, INC. _/ V Y. Lee P. E. (#31276) Dent+(:It~ss Gold® Lxlecior Sheathing 1'unels Exterior Insulation and Finish Systems (EIFS) L~G-P Gypsum a Georgia-Paclflc company DensGlass Gold sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene jEPS) or extruded polystyrene insulation in EIFS applications and is recommended for all climate zones. DensGlass Gold sheathing is designated as the preferred gypsum substrate for EIFS by EIMA, the EIFS industry members association, in the EIFS Durability Specifications Guideline. DensGlass Gold sheathing panels are treated with an exclusive "gold" primer coating. This coating, proprietary to G-P Gypsum and developed especially for DensGlass Gold sheathing, has several important advantages for EIFS applications: • Eliminates the need for sealer/primer with adhesively applied EIFS • Strengthens the bond between panel and surfacing product • Makes the panel more resistant to surface water. The result: labor cost and callbacks go down while customer satisfaction on each project goes up. • 10-year limited warranty when used in an architecturally specified EIFS application. • Maximum framing spacing 16" o.c. for 1/2" and 24" for 5/8" DensGlass Gold sheathing. A. DensGlass Gold Sheathing D. Reinforcing Mesh Embedded B. Adhesive or Mechanically Attached in Base Coat C. Polystyrene Insulation E. Finish Coat Fastening, Framing and Finishing rThirtkn@s~ FrpmingSpecing :Papal ~~ FeStener.Spitcing- ~ FastenerSpa~ing- ,- _ ' ~~~" .t,. , - :_. Orientation _ _ yllooil Framing ''MetaLFraming- . 1/2" 24" o.c. max.'•' Parallel' or 8' o.c. field' 8" o.c. field Per endicular and erimeter and erimeter 5/8" 24' o.c. max.' Parallel' or 8" o.c. field' 8" o.c. field Perpendicular and perimeter and perimeter 1.Only for mechanically attached claddings. When specified behind EIfS, maximum framing spacing for 1/2' DensGlass Gold sheathing is 16" o.c. 2. fastener spacing around the perimeter o1 the wall and along intermediate vertical framing members. To meet the racking shear strength listed in the physical properties table, lastener spacing is 4"o.c. around the perimeter of each panel and R' o.c. along vertical framing members. 3. for racking shear resistance apply panel edges parallel with naming spaced a maximum of 16' o.c. for both 1/Z"and 5/8"DensGlass Gold sheathing. Negative Unifarlrl hateraf Loads (Wind`Loading) Thickriass Panel swd M"". _ orlQntatl0n Sp"cing, Lo"d ~psQ in o. c, 1/2" Vertical 16 65 1/2' Horizontal 16 70 5/8" Vertical 24 68 5/B" Horizontal 24 85 5/8" I Vertical 116 92 Source: TPI Report f89-047,' wind load perASTM E 330 /bugle head screws 8' o.c.1 Note: for in(ormatiavl on higher negative uniform lateral loads, contact the G-P Gypsum Technical Hotline at 1.800.225.6119. Fastener - Length Dasctiption ~ Application .. ~11~'r'rn!f~4 '.'`~~"Thick ~ ~ - 1" 1-1/4" Bugle head fine thread, DensGlass Gold sheathing rust-resistant, drill point to heavy-gauge steel dr all screw 1" 1-1/4" Bugle head fine thread, DensGlass Gold sheathing rust-resistant, sharp point to light-gauge metal d wall screw framin furrin 1-1/4" 1-1/4" Bugle head fine thread, DensGlass Gold sheathing ~~'"" rust-resistant, coarse to wood framing thread shay oint screw 1-1/4" 1-1/4" Wafer head, rust-resistant DensGlass Gold sheathing screws, drill or sharp point to heavy-gauge orlight-gauge, metal or wood, respectively 1-1/2" 1-3/4" Hot dip 11-gauge, DensGlass Gold sheathing ~~ alvanized 7/16" head nail to wood framin ore uivalent 5 • For latest intwmatiun and ugiatas: Technical service Hollins 1.600.225.6119 ur www.8P9YPsum.eom PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Footing Slab Tie Beam Lintel ~i~ ys ~ ~, y Certificate of Occupancy ~~~ fir/Q~~~c ~l ~b 0 ~ ~' /a -T~'~ S o G - 3~ 79~ ~ a ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Gas Piping Type Work: Phone # Phone # Date Issued: a~! /~~ I a~i X77 ~Z4.o6 n D~ Ori T-~ HP OfficeJet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Sep 08 2006 1:51 PM Last Transaction Date Time Type Sep 8 1:50PM Fax Sent Identification 96654470 Duration Pages Result 1:09 2 OK H~ Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Sep 08 2006 1:45PM Last Transaction Date Time Tvpe Sep 8 1:45PM Fax Sent Identification 99926632 Duration Pa4es Result 0:27 1 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034108 Date 10/18/06 Property Address 753 ATLANTIC BLVD Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc unmetered main Owner Contractor BAILEYS GYM KNIGHT ELECTRIC LLC 13997-4 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 247-9884 ----------------------- Permit -------------- ELECTRICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 385.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 4/16/07 - ----------------------- Fee summary ----------------- -------------- Charged ---------- - ----------- --------------------------- Paid Credited Due --------- ---------- ---------- Permit Fee Total 385.00 385.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 385.00 385.00 .00 .00 PERMTT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP tNlficojet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Oct 18 2006 11;44AM Last Transaction Date Time Type Identification Duration Paoes Result Oct 18 11:43AM Fax Sent 92479843 0:28 1 OK C~tv ofAtlantxc Beach Permitlnformartion To: JEA Electric Order Fulfillment, (Fax No.: 665-7372} Attention: Carol SchweizerlLorie Craven, 21 West Church St T-4 (b65-b521) Subject: City of Atlantic Beach Permit # Q ~ - ~ ~/ 0' ~' Date: /~ . % ~' . ~ (~ Service Address: / .`~ ..~ ~~~~~ /~, ~ ~L ~F'd Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New Service Increase Service Repair Service Rewire Temp Pole ~1 ~_._) ~~ M-Home Subfeed Heat & AC Other Other Description: ~I Service Type: [~jOverhead (Repair/Replace) [,_,~,Underground (New Services) Building Use: [ ]Residential ]Church [i]Environmental [~M-Home [Commercial [,Other Other Use Description: ~~ ~ i ~ f~' f~ d ~ ~~ Service Size: New Service: Amps: ~ ~ G` ~ Volts: ~ ~~ phase: Existing Service:Amps: Volts: Fhase: E-mail: cravlj`n.'ea.con~ or schrmcfn c ,jea.com or reso~n(c }ea.coi~1 . ~~ ~~~ V ~~ n ~~~ ~ ~.. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION ~. '. S1 !o /8~6t, ~s~ ~.~~ ~'~ - U 1 Property Addtress: Owner. Tetephoae #: Contrartotr. N-~7~t~ ~LFC-~cL ~,C. C Telepboac #: ~'Zy7' Ctlotractor Address: ~~ I ~ ~ ~~•c~ ~Iui~ • ~~F~ ~ ?2'~l(~ Fu #: ~~ ZY? ~~"~~ Coetractor tntnrc: >R cotnddaadon of permit g[vm for ded~ me work as deseibcd in tba above slat~nu, we tuaeby agree m pa~Porm said work in aocordartee with the assaehrd phaa and spocifieatiotts which asc a part hoeoo! and in aeoordaeoe with the City of Atlantic Beach ordioaooe and swtdards of ntctiee therein. itsg: BuiWioS'i'ype: O Trailer New O R,csidestee o Temp. 4 OId Commercial D Signs a Re~wirt: O Additiaal Sq. Ft. Setviee: ti other ooswhuetiun is a New ~s °0eO p1 mie ~"'~ or sits !it t6c Wit: 4 Incmaaa [~ami<; O Repair Conductor Si:x: AMP'S: COPP6R ALUMINi JM H titer' l / `~ AMPS l +oW PH , / W `t VOLT~~ WAY ~ r fixistieg Service Siu AMPS PH W VOLT PACE WAY A3eler Niumber r/~ O U Ftxders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN los CONCEALED. OPEN Switches Iacandesce~nt Fiuos+ascenc do M.V. Fixed o.too eMPS oven BELL A linnets TRANSFER. Atr Conditionin H.P.RAT1TlG COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS o~v Ttansfotirters NO. KVA NO. KVA No.Neon Ttaosf. P.a. Si Miscellaeeous BAtI Seminole Road . Atiaotie Heaclt, Flocids 32233-54x5 Phone: (9Qd)1.17-3>t0@ • Fax: (904) 247-5845 • „tto://wwN•.ci.atlrntic-Ixach.ll.us ~~~ 1 Revised I/04 T'd Eb86 G~Z i-06 ot~~oai3 ~y9iu~ Q80=TT 90 8T X00 HP Offlcejet 7410 Personal PrinterlFax/Copier/Scanner Log for Information Systems 904-247-5845 Oct 18 2006 11:21 AM last Trsnssctlon Date Time Type Oct 18 11:20AM Fax Sent Identification 96654470 Dura i n Pates Result 1:19 3 OK HP Otficejet 7410 Personal Printer/Fax/Copier/Scanner Log far Information Systems 904-247-5845 Nov 30 2006 9:55AM Last Transaction Date Time Tyge Idenfification Duration Paces Result Nov 30 9:54AM Fax Sent 96654470 1:38 5 OK ~i.._~`Jffn CITY OF ATLANTIC BEACH J ~ "~~ `.'~ ~d/ BUILDING PERMIT APPLICATION }. ~ ``'~` ' ~ ~' (New /Residential & Commercial) '~~JSi ~~ Date: Job Address: .~ ~~ A ~Y .. E -~ `` 0 _- -. Owner's Name:, , ~ s ~ .~ ~' `'~~...~.~ '' t ~b Address. t }~ l'~. ~ .f~~.~ :~ t -- -- `~ ~' C m ~t..... ~,`7'JPhone: e~;_ d_~-°,.._. .. ~ ~ ~ t ~;.~~~ , Legal Description: Block Number: .~ ,,.. Lot Number. Zoning District: . Contractor. ~'~~- _ %` ~ , ~ ~ . State License Number: ~~ ~.~~-- •~ Address: ~ ~ `.;7~ ~ ' ~~ ~ ? ~ . ~ ~ °~ ~ ' ~ M1 ` Phone ~ i,~.. ~ ~ ~ Y ~ 1~ ~ ~~. _ ._ i ~ ~ L s ~~ it : ~)C j !~ ~ ~ ,. State: ~ .., v ~~ ~ s r •~ p ,,~ ~• ,~ ~ "v ~=-, ., ~ «,.~,.-.~~'ax: ~ r' Zt : t ~ ~ a --ate'..,; ry y ~ . ,, Present use of land or building{s): Valuation of proposed construction: application. Will this project involve changes in elevation, site grade or any nse of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project._ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ^ Applicant certifies that no trees will be removed for this project. S. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to ezpedite issuance of permits, please fallow ail steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP i. STEP 2. STEP 3. Verify zoning designation and proper setbacks for the proposed. construction. If you are unsure of this information, please contact the Planning and Zoning Departmerrt at 904-247-5826. 1n order to wrectly verify zoning designation, please have Property Appraiser's Real Estate Number available. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-conshuction topographical survey or grading plan is required. (If not required, written veriiicxikion must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, Fi.. 32233 Telephone: (904) 247-5834 Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 ~,. Phone: (904} 247-5800 • Faa: (904} 247-5845 httpJ/www.ci.atlantic-beach.fl.ns - Is approval of Homeowner's Association or other private entity required7fyes, please submit with this ~.; ,. .;-~:ts~,~,; CITY ®I+" ATLANTIC ~EACI3 ~~~,~'-; PLT~LIC W®~S I)EPART1iiIENT R= °~=+~1,:f 1200 Sandpiper Lane ~ ~ ~ Atlantic Beach, Florida 32233 ,~,-,-.v.r,'... % (904)247-5834 ~' ~t-='='~~~ -- (904) 247-5843 Pax www.coab.as ~'e>r~it A~p~liratiol~ # U 0 ' ~~~5 Property Address: _ ~~ . > a..,-~ 1 l~.~`~ ('~ 10' ~ yt~ ~ n _ Applicant: Project: . « ~. . Your application is approved as noted by the Public Works Department. iC'inal app9geation approval anaast coarse fro>iffi t-ne ~aanIldn~~ Departnaeimt. o Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Depa~ Atlantic Beach, FL 32233 in order that we can approve your questions, please call (904) 247--5834. 1200 Sand i;~'-~~Lane, ~-~>~-~~.~~e any MAY 2 4 2006 Review ick Carper, P.E., Public Works Dixector ~,~,.: Date Signature Contractor Notified Date ~i `_ '''f''~~ CITY OF ATLANTIC BEACH =5,~ ~, .. ~=; ~ ~ ~~:. ry \~ BUILDING PERMIT APPLICATION -- ,~~. ~~ `4~ r~:.V:~° (New /Residential & Commercial) Date: Job Address: ~ /.~ ~~+ Al ~~ ~.. ~~ ~s- ,..~ ~~,.~.. . ~ ~ _.%~~ ~ ~._®~ ~'~.',~ ~3 m ,+'~ Owner's Name: t la `~~~ a :~ * ~t'~:~ ! (V 'fin Address ' ps ~~ ,m t .'~ ~~~~ '~ t o ~ .. •~ r ;_ F ...i . ~„ - Legal Description: Block Number: ~. ~~ Lot Number: Zoning District: ( _ ., ~~ . Contractor: ~~ ~~ °~, ~ _ • ~ ' .~~~ . ~ . State License Nurnber- • ~~~~.~~ tt ~ } ~- ~ t <~~d~.1~ s: ~~g~~ Addres :~~! ~~ t :~, ~ ~~', Phone: ~_Yf' ~' ~ ¢ 4 `! "~ ~~_t f',~ l City: V~~ ~ ~ `~`~(x ~-1°, ~ State: ~ Zip: ~~,°~~ .Fax: _,~_--~- ~~~'' ` - a Describe proposed ~Se and work t o be done• ~~'~~~'~ ~w ~....~' - ° .~..~ ~~r~~ _ - ~`~ l l4 ~_i 1 J 'Y ~ X°`°~l /-"-- / s Z..• . w ,~ ~ ~ w ~ -- z--. r .~-v-~ s' r"]n /'k .Asa.. Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?If yes, please submit with this application. Will this project involve changes in elevation, site grade or any ase of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fd1 material will be used on this project.. Procedure: In order to expedite issuance of permits, please fallow ail steps and provide all information as aoyropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. STEP 2. STEP 3. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. sa~~. Appueant certifies that ao trees will be removed for this project. Removal of Trees wilt be required for this project. TREE REMOVAL PERIVIIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which mats two times each month. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify Zoning designation, please have Property Appraiser's Real Estate Number available. Contact the City of Atlantic Beach Department of Public Works to determine if epee-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FI. 32233 Telephone: (904) 247-5834 Submit Tree Removal Application if trees art to be removed or relocated. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 ~,,, Phone: (904) 247-5800 Faz: (904) 247-5845 - http://www.ei.atlantic-besch.flns ~-~ In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being perfonmed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. lmpervious Surface area calculations. Iaclude driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be eactuded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning "Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). , ~' a Name: t "'`,~;(~° w ~ ~~ . ~ ~ -~ s'' ~ _. Mailing Address: '1r,~..1~..~ ~lt~x'~V:~~...~ ~ Telephone: ~ '~ `< -'~ ~ ~`' ~. Fax: I hereby certify that 1 have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this pernit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. ~ J // ~ Signature of Owner: AS TO OWNER: Swore to and subscribed before me this ~, day of ~(~ I , 20~- State of F Er"' r "ra,, r.~,M~ oooze3ee9 ~+~"`~~ exptree ~~nnoo~ '~~~` Bonded C~iu (e00pt32-121i~ FbrWa " SrrNriirr~ NgNrgrNrNrrruraw Signature of Contractor. AS TO CONTRACTOR: ~' Sworn to and subscribed before me this ~ day of ~ t , 20 ~ ~O . State of Florida, County of Duval arrurNrwrNrrrrrnrrNrrrNNNNNrrr~ f.YNETrE PAYE PEASE _ ~~yrr~ CommAt D002p3g19 = ~f^ ~dn,. 11A/20p7 11~~ 9oc~n~rl~e~d~Mw iDODH32 4~25~: NrllNrrNlrl/iir ~li~ rNf~NS I~ Notary's Signature: ~rSOnally known ^ Produced identification Hype of identification produced Notary's Signa [~Personal2y lmown ^ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fag: (904) 247-5$45 http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 rs'`''~'''~~~ CITY OF ATLANTIC BEACH ~s '% BUILDING /ZONING DEPARTMENT r3 800 Seminole Road J ... Atlantic Beach, Florida 32233 ~~~ J;31>" (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q~"~~ ~c~~~ c 0 L. Hi ' s . Doerr Property Address: ~ ~~ l~~ ~ Q ~,--~'1 ~ [ ~ ~ ~/ Applicant: Project: This pe it application has been: Approved ~ Reviewed and the following items need attention: Please re-submit your application w/h~en these items have been completed. Reviewed By: ~%~ L~7a---~ -' --- Date: ~..rS ~~D~ Date Contractor Notified: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Application type description Property Zoning . Application valuation . ---------------------------- Application desc CT SERVICE 1200 AMPS ---------------------------- 06-00033854 Date 10/19/06 753 ATLANTIC BLVD ELECTRIC ONLY TO BE UPDATED 0 -------------------------------------- -------------------------------------- Owner Contractor BAILEYS GYM KNIGHT ELECTRIC LLC 13997-4 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 247-9884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 125.00 Plan Check Fee .00 Issue Date 9/08/06 Valuation 0 Expiration Date 3/07/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125.00 125.00 .00 .00 Plan Check Total .00 ,00 .00 .00 Grand Total 125.00 125.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. :~; m'fr`. 4 ~ CITY OF ATLANTIC BEACH ,; ELECTRICAL PERMIT APPLICATION etc: ,--- / ~ ~`lfioperty Addrtass• Zs 5 I~~G"~~rG ~v/1 Owner: Telephone i~• ,r ~ ~,; ZtCrv?tL itoral~: ~`~ 7- yd'~~ ~L Tek . ~ p Contrsctor: Contractor Address: 1 ~`/~! 7 ~ ~{ ~ ~Iv . ~~>t ~l X22?~( Paz ~: 2~/7' `i' ~~/~ .. Contractor S' stare• ~ [e cansidenrrioa of permit given for doing the work >n tte9aibed in the abo+rc atatetnetu, vvt htxehy agree w petiotm acid wo11c is axocdenee with ehe attsehod ptaas wad spacificotimca which ace a pYr[ haoof wed Ia aoeordaec+e with tae City oCAtlatroc 8tach~ otdiaat-ee wad standards of octice fisted thesin. Bultding: Buihiiag Type: v Toiler service: [s ether oonatr~mioe .s ~ ~ P"r New `a Rwidatee u 3'etnp. ta'' New beige eoee on r~is tautaiex or ane, list one buildieg v Old ~/ :7 COtnIDerQtti o Signs o lnersese ' p~;r // 3'C'I ~ I O RC-wire ~ V Addition Sq. F[. n Re'Pa tr Y + Q . c Cot~dttctor Size: AMPS: GSU COPPER AL UMINUM - Switch cr __ ~ //( ~C` RAC>~3 ~~ BaYaker ~~U AMPS PH > l~V li VOLT WAY Existbt,= Service RACE 5uue AMPS PH W VOLT WAY MMer ~ Number Fcedcrs: NO. SIZE NO S1ZE NO SIZE Lighting Outlets ~~~-- ~ CONCEALED ~ ~ UPCIY ~ . __._._. ~ 3e Rece tacles CONCEALED OPEN 5witchcs ~ ~ i ~ I ~ ~ lacandcscent ; F'lu ro~etcenc ~ __ M.V_ _ Fixed u,too nMrs OVS_.tt BELL ' App liauces _ TRANSFER. _ ~ _ A~ H.P.RA77NG I~I.P. RATING CEILJNG ' JCW-PLEAT Condition COMP. MOT[~2 OTHER MOTORS AMPS ___~ HEAT _ Motors U-1 1i.P. VO[.7'AGE PH NO. OVER 1 H.P. PHS --''- • djjQV ~VFIt~SQDY Transfotmeis IJO. KVA NO. KVA __-~^~ No.Netm Ttattsf. - +~ Miscciiancons _ 800 Semiook Roatd . Atlaotie Heacla. lFlotida 32233-SS45 Phone: (90<) 1<7-3800 • Faz: (90~) 2f7-5845 • http:/Mww.ci.atlantie-beach.ll.ns Rcviccd 1104 ( •d SbHS-/. t.?_-~(]R np yoeatfi ocsuer~t~t .{o R1t7 dnn:~n on TF uer T'd E4136 GbZ bQ6 ~><~z~ai3 ~49><u~ dSb=~O 90 TO daS HP (Sfficejet 7410 Persona( Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Oct 19 2006 2:23PM fast Transaction Date Time Type Identification Duration Pa es Result Oct 19 2:22PM Fax Sent 92479843 0:49 2 OK HP ~icejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904247-5845 Oct 19 2006 2:21 PM Last Transaction Date Time Type Identification Duration Pa es Result Oct 19 2:20PM Fax Sent 96654470 1:09 2 OK HP Officejet 7410 Personal PrinteNFax/Copier/Scanner Log for Information Systems 904-247-5845 Nov 30 2006 9:57AM Last Transaction Date Time Type Identification Duration Pages Result Nov 30 9:56AM Fax Sent 96654470 1:31 4 OK ~ ~ ~ ,~-,i ti j~1~`J f, ,- ~ 'r J~~ _ .. r ~' ~~_}~ ~ ~ ~~~ QUO ~~,;~ '~~J;3 ~.'' ~. CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New /Residential & Commercial) Date: Job Address: Owner's Nai Address:~~ ~T~,.• d ~~~ f ~ "~"'a ~. ~~Phone: ~~ .. ~ G~}~ ~ li Legal Description: Blo.,c~k~Number: ~~ ~~//Lrr o~~t Number: Zoning District: ?d, Contractor: ~~~~..,~' ~.t.~~~. ~ ~~1C,.J . State License Number: ~`~ ~ ~~ Address: ~ ~~~~ ~~,.~ ~ Phone: r !~~~ ~ ~ ~~ City: ~~r,~ -~ 1,'~~~,°'~,+~`~ ~ State: ~... Zip: ~~~ax: ~"?~ ~~ and v~orl~ to be Present use of Land or building(s): Valuation of proposed construction: .~- Is approval of Homeowner's Association or other private entity required?If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of BII material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. YES.' See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ^ Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1, STEP 2, STEP 3, n_~_ ~- Verify zoning designation and proper setbacks for the proposed conshvction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designatioq please have Property Appraiser's Real Estate Number available. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-conshuction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http:!/www.ci.attantic-beach.fl.us In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. S. Impervious Surface area calculations, Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning•Dept., Public Works and Public Utilities. Address and contact information of person to receive atl correspondence regarding this application (please print). Name: Mailing Address: i~r~, ( ~(,'~~ Telephone: ~ ~ ~ - ~~~`~ Fes; 1 hereby certify that 1 have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property, 1 understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. ~_ /~~• Signature of Owner: AS TO OWNER: SWGF?7 to and subscribed before me this 13 day of (~ I , 20~~. State of F ' g• •••••'•••'~ ~~~E 'M'me f:c+mm# OD02B3619 ~Ntt ~~ :%y ~{~`~_ sxvrrea llnnoo~ ~i ~t~d~; Bonded Ihru (6oo)a32-42545 i...w ~ii.•a: b Ada •Notery.AB:: ~n~ Signature of Contractor; AS TO CONTRACTOR: '„~-~ ~ Sworn to and subscribed before me this l ,,3 day of __~~) ~ , 20 Q (p , State of Florida, County of Duval !/••lIII•IHpf1•I/Ip••••••11••N••••••••~ LYNET7E FAME PEASE ~~~-'M' Comm# OD0263819 = Expires 11R/2007 '~®~ Bonded tlxu (80032-4254• p$, ~~~ Florida Nobry Assn., Inc ~In••u•...u• .............................^i Notary's Signature: ~rsonally known ^ Produced identification Type of identification produced Notary's Signatures Personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone; (904) 247-5800 Fax: (404) 247-5845 http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 rr J,; t, ,~ ~ _ ~;~.~~ }k 4 ~~~ 4 ", S ,~'~ ;:~.._ ~' CIT~I OF ATLANTIC ~EACI~ I'II~LIC W®~S DEEAJI~.T'l~El~d'i(' 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us ~t~.e~t'~ ~I .SEW ~®1~Y~1~I~E1®T~ 1_Petl~x®at A)pplYCation ~ ~ D-~~~ I Property Aalclress: Applicant: Project: -vd . ~~~ ~~~- C~Dn~-t-r' u~~z~n Your application is approved as noted by the Public Works Department. 1~ana- application approval rr~easst cones f~°ona tl~e ~aaildirn~ ~epar~enat. ^ Your permit application has been reviewed by the Public Works Department and the following items need attention: Page C102 shows dumpster englosure opening to the east. Page A2 shows dumpster enclosure opening to the south. Access from the east is too tight for front loader (Theatre dumpster is also accessed from the south). Will require relocating water meters. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (9~4) 2475834. Reviewed b arper, P.L., Public Works Director Date ~/~d/~C Signature Contractor Notified Date ~~ ~-~! - phi ~ 1 /'' I., .; ,~: _F' 1 CITX O]F ATLANTIC BEACH BUILDING PERMIT APPLICATION (New /Residential & Commercial) Date: Job Address: Owner's Nar Address: ~~ ~~,,, ~~o~ ~, ~,. ~j`Z.F~Phone: ~~ ~ ~ ~ ~ ~ Legal Description: Block Number: Lot Number: Zoning District: , . ?d, Contractor: ~~,,i~ ~;~'~, ~ ~,~ , State License Number: ~~ ~ ~~ Address: l , Phone: • {.~• ~~ City: ~~s,~ ~ ~ r~s,~, ~ State: C" ~.,. Zip:~?~~~Fax: ~(~ "` ~- ~'~ to be Present use of Land or building(s): Valuation of proposed construction: «~.- Is approval of Homeowner's Association or other private entity required?If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project.. YES. See Step 2 below.. Approval of the Public Works Department is required prior to issuance of a Building Permit ^ Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as apbropriate. Incomplete applications may result in delay in issuance of permit. STEP i. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to con-ectly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If mot required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3, Submit Tree Removal Application if trees are to be removed or relocated. T__- 1 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Faz: (904) 247-5845 http://www.ci.atlantic-beach.fl.us In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of ail structures, temporary and permanent, including setbacks, building height, number of stories and squaze footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive al] correspondence regarding this application (please print). Name: Mailing Address:,{ ~i,~i,~, (~'",r/ ~~''~~,j~~/,,. Telephone: ~~• ~= -- ~~~`~ Fax: 1 hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. ,- _ //~ Signature of Owner: Date: ! '~ ~ 3 7. ~" AS TO OWNER: SWGr~J to and subscribed before me this ~ day of (' , 20~. State of F ' ~• •••••°'••~ ~~~~~E r •way f:r.+mmlF DD0263619 ~``" "~,L Fxplraf llnnoor Notary's Signature: '~~~~ Bonded bN (800}432-4254 ~~xa" Fbrida Notary Assn., Mc nnn•u.•n.•ouu••••O•••••••• ~rSOnally known ^ Produced identification Type of identification produced Signature of Contractor: Date: _ ~ " ,~-' ~~ AS TO CONTRACTOR: Sworn to and subscribed before me this 13 day of F--~ ! f , 20 ~ ~O . State of Florida, County of Duval LYNETTE FAYE PEASE ~`~Y ~ Comm>k DD0283819 ®~ Expires 11/7/2007 p 9onded thm (sooK32-4254: ~n~~„' Fbrids Notary Assn., Inc '• ........................................... s Notary's Signatures Personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 hn diver St. o s r ~ ~ Water Management District Kirby B. Green III, Executive Director • David W. Fisk, Assistant Executive Director dOd9 i4erd Street • I?0.8ox 4d2~ • PafaNca, it 32478-4d29 • f386j 32~dri0lt 4n the Internet at tnrww.sjrwmdcQm. REGULATION OF STORMWATER MANAGEMENT SYSTEMS CHAPTER 4t~C-42, F.A.C. PERMIT N0.42-031-102593-1 DATE ISSUED; March 3. 2008 A PERMIT AUTHORIZING: Construction of a Stormwater Management System with stormwater treatment by retention for Baileys Powerhouse Gym, a 0.85-acre project to be constructed as per plans received by the Osstri~t o~- ~e4xuasy 6, 2046. LOCATION: Section(s): 38 Township(s): 2S Range(s): 29E Uuvai County OUR Properties Inc Chris Hionides 2275 Atlantic Blvd Neptune 8eaeh, FL 322&6 This document shall serve as the formal permit for construction and operation of stormwater management system in accordance with Chapter 40C-42, F.A.C., issued by the staff of the St. Johns River Water Management District on March 3, 2006. This permit is subject to the standard timitirrg conditions acrd other speciaa c©r~ditions a~xave~d by the staff. These conditions are enclosed. This permit is a legal document and should be kept with your other important records. The permit requires the submittal of an As-built certification and may require submittal of other documents. All irr€ormatirxr provided irr compliance with iaerrrrit eorrditiorrs should be submitted to the District office from which the permit was issued. An As-built certification form is attached. Complete this form within 30 days of completion of construction of the permitted system, including all site work. lJporr receipt of the As-lat.rilt oerti€icatiorr, staff will inspect the protect site. Once the project is found to be in compliance with all permit requirements, the permit may be converted to its operation phase and responsibility transferred to the operation and maintenance entity in accordance with Chapter 40C-42.028, F.A.C. noveaNtNa so~-ao David G. Graham, cwuaw~N John G. Sowinski, v~cE CHAIRRIAN Ann T. Moore, SECRETARY Duane L. Ottenstroer, Ta~AS~aEa JACKSONVN.LE ORLANDp BUNNELL ,IA(7(90NVILLE R, pay AlbrtgM Susan N. Wughes WIIGam W. Kerr Ometrias D. Long W. Leonard Wood OCAIA POhiTE VEDRA MELBOURNE SEACH APOPKA FERNA~INA BEACH Permit issuance does not relieve you from the responsibility for obtaining permits from any federal, state, andlor local agencies asserting concurrent jurisdiction over this work. Please mote that # dewaterrrrg is to occur during any phase of cortstructior~ or thereafter ar~d tt~e surface water pump(s), wells, or facilities are capable of withdrawing one million gallons of water per day or more, or an average of 100,000 gallons per day or more over a year, and any discharge is to be off-site, you must apply for and obtain a Consumptive Use Permit (40C-2) from the District prior to starting the dewatering. Please contact the District if you need additional information or apptrcafion materrats. Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part (hereof. This permit does not convey to ¢esmitkee any property rights nor any sights of psiviieges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. Th+s permit ntiay be revoked, modti#+ed, os trans#essed at any ttin~e puss~sant +to the appsopsiate provisions of Chapter 373, Florida Statutes. in the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a valid permit #os the new property owner. Thank you for your cooperation, and if this office can be of any further assistance to you, please do not hesitate to contact us. 4 David Miracle, Service Center Director -Jacksonville 47epartm8nt of Water Resources Enclosures: As-built Cert~cation Form Exhibit A CrG: D4StriCt Permit File Agent: Fleming Island Engineering 1451 Greenway Place 4sange Park, F4_ 32(M13 "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-031-102593-1 OUR PROPERTIES JNG DATED MARCH 3, 2006. 1. This permit for construction will expire five years from the date of issuance unless otherwise specified by a special condition of the permit. 2. Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this ~. 3. Before any offsite discharge from the stormwater management system occurs, the retention and detention storage must be excavated to rough grade prior to building construction or placement of impervious surface within the area served by those systems. Adequate measures must be taken to prevent s~ttatian of Ynese treatmerrt systems antl cor~troti structures during construction or siltation must be removed prior to final grading and stabilization. 4. .The permittee must maintain a copy of this permit complete with all conditions, attachments, exhibits, and permit modification in good condition at the construction site. The complete permit must be available for review upon request by District representatives. The permittee shall require the contractor to review the rvmplete permit prior to co,mrxrerr~cerr~ent of the activity authorized by this permit. 5. All activities shall be implemented as set forth in the plans, spec cations and performance criteria as approved by this permit. Any deviation ftom the permitted activity and the conditions for undertaking that activity shall be considered a viodatior: of this p~errrrJt. 6. District authorized staff, upon proper identification, must be granted permission to enter, inspect and observe the system to insure conformity with the plans and specifications approved by the permit. 7. Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site as+d to prevent viotat+os~s of state wales t}ua4tty stasxiasds. all psac~tic~es ss-~sst be tiri accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988), which .are hereby incorporated by reference, unless a project speck erosion and sediment control plan is approved as part of the permit, in which case the psacti,ces mist be to ac~casdanae with the plan. SE site specific cand;,tions seq~sise additional measures during any phase of construction or operation to prevent erosion or control sediment, beyond those specked in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with the specification in chapter 6 of the Florida Land Development Manual: A guide to Sound Lased as-d Water Manages~r-ent (Florida Department of Envisonsnentati Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 8. If the permitted system was designed by a registered professional, within 30 days after completion of the stormwater system, the permittee must submit to the District the following: £lists~ Form ~o. 4t3C-'5.161(53} (Rs txsilt Cestificatios} Sy a ftegistered'Professionati), signed and sealed by an appropriated professional registered in the State of Florida, and two (2) sets of "As Built" drawings when a) required by a special condition of this permit, b) the professional uses "As Built" drawings to support the As Built Certification, or c) when the completed system substantially differs from permitted plans. This submittal wii! serve to notify the District staff that the system is ready for inspection and approval. 9. if trre perrnrtted system was not designed by a registered professional, within 30 clays after completion of the stormwater system, the permittee must submit to the District the following: District Form No. 40C-1.181 {14) (As built Cert~cation), signed by the permittee and two (2) sets of "As Built" drawings when required by a special condition of this permit, or when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 1Q. Stabilization measures shalt be initialed for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than seven (7) days before the construction activity in that portion of the site has temporarily or permanently ceased. # ti . Stlouid any o+ties regulatory agency require ck~ariges to the pern-itted sys#em, the p~em~ttee shall provide written notification to the District of the Changes prior to implementation so that a determination can be made whether a permit modification is required. 12. Within thirty (30) days after sale or conveyance of the permitted stormwater management system or the real property on which the system is located, the owner in whose name the permit was granted sk~aii s~oti#y tine iistrict of sucks ck~arrge of awrtiership. 'trays#es of t4ie permit shall be in accordance with the provisions of section 40C-612, F.A.C. All terms and conditions of this permit shall be binding upon the transferee. The permittee transferring the permit shall remain liable far any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 13. The stormwater management system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure. The system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the stormwater management system to a local government or other responsible entity. 14. The operation phase of the permit shat! not become effective until the requirements of Condition No. 8 or 9 have been met, the district determines that the system complies with the pemtitted plans, and the entity approved by the District in accordance with section 400- 42.027, F.A.C., accepts responsibility for operation and maintenance of the system. The permit cannot be transferred to such an approved, responsible operation and maintenance entity until the requirements of section 400-42.028, F.A.C., are met, and the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District in accordancae with section 4DC-42.02&, F.A.C., the iaermittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit is transferred pursuant to subsection 40G- 42.028 (4} F.A.C., the permittee shall be liable for compliance with the terms of the permit. 15. Prior to Jot or unit sales, or upon completion of construction of the system, whichever occurs first, the District must receive the final operation and maintenance document(s) approved by the District and recorded, if the tatter is appropriate. For those systems which are proposed to be maintained by county or municipal entities, final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the focal government entity, J=allure to s~rbmit the appropriate firraJ doeurr~errt will result in the permittee remaining personally liable for carrying out maintenance and operation of the permitted system. 16. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit acrd Chapter 40C-~42.(?28, F.A.C. 17. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 18. The permittee shat! immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19. Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 20. At a minimum, aU retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those (abilities. To prevent sedueticx~ tirti storage vat~sme artid perc~olati~an sates, atl accumulated sediment must be removed from the storage area prior to final grading and stabilization. 21. The stormwater management system shall be inspected by the operation and maintenance entity once within two years after completion of construction and every two years thereafter to insure that the system is f~etionirtig as designed as+d permitted, tf a required tinspactian reveals that the system is not functioning as designed and permitted, then within 14 days of the inspection the entity shall submit an Exceptions Report on form number 40C-42.900(6), Exceptions Report for Stormwater Systems Out of Compliance. The operation and maintenance entity must maintain a record of the required inspection, including the date of the ir+spectioa, the same, address and teiephorie c~umbet of the i~spectat, as-d whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. Notice Of Rights A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water 4Aac-agerner+t Dtis#~ct (DSSts#), os snay ck~oose to pursue ~credtia#9a~n as ari altema#ive remedy under Sections 120.569 and 120.573, Florida Statutes, before the deadline for filing a petition. Choosing mediation will not adversely affect the rights to a hearing ff mediation does not result in a settlement. The procedures for pursuing mediation are set forth in Sections120.569 and 120.57, Florida Statutes, and Rules 28-106.111 and 28-'46.441-.445, 4=~tida Admi~ntistrattive Code. Pursuant to Chapter 28-'t46 ar+d Rube 40C-1.1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka, Florida 32178-1429 (4049 Reid St., Palatka, FL 32177) within twenty-six (26) days of the District depositing notice of District decision in the mail (far those persons to whom the District mails actual native) or within twenty-one (21} days of newspaper pub4ticattion of the stiotSce of Distctiet decision (for those persons to whom the District does .not mail actual notice). A petition must comply with Chapter 28-106, Florida Administrative Code. 2. If the Governing Board takes action which substantially differs from the notice of District decision, a person whose substantial interests are or may be determined has the right to seguest an admintists~ative hearing or may choose to pursue mediation as an atitemattive remedy as described above. Pursuant to District Rule 40C-1.1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at the address described above, withintwenty-six (26) days of the District depositing notice of final District decision in the mail (for those persons to whom the District mails actual notice) as vathin twenty-one (21} days of nevrspape~r pub6ication of the Wallas of Sts f~nai agency action (for those persons to whom the District does not mail actual notice). Such a petition must comply with Rule Chapter 2$-106, Florida Administrative Code. 3. A substantially interested person has the right to a formal administrative hearing pursuant to Section 120.569 and 120.57(1), Florida Statutes, where there is a dispute between the Distsid and the party regarding an issue of material facX. A petition #os formal must comply with the requirements set forth in Rule 28-106.201, Florida Administrative Code. 4. A substantially interested person has the right to an informal hearing pursuant to Sections 120.569 and 120.57(2), Florida Statutes, where no material fasts are in dispute. A petition #or an in#ocmai hearing must comply with the requirements set #orth in Rule 28-106.301, Florida Administrative Code. 5. A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Florida. 6. Failure to file a petition for an administrative hearing, within the requisite time frame shall constitute a waiver of the right to an administrative hearing (Section 28-106.111, Florida Adrnirristrative Code). 7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28-106, Florida Administrative Code and Section 40C-1.1007, Florida Administrative Code. Notice Of Rights 8. An applicant with a legal or equitable interest in real property who believes that a District permitting action is unreasonable or will unfairly burden the use of his property, has the shit to, w5t4~in 34 days of secetipt dE :,attics ~f the Distsicrs v~stittesti decisiast segasciis~g a permit application, apply for a special master proceeding under Section 70.51, Florida Statutes, by filing a written request for relief at the office of the District Clerk located at District headquarters, P. O. Box 1429, Palatka, FL 32178-1429 (4049 Reid St., Palatka, Florida 32177). A request for relief must contain the information listed in Subsection 70.51(6), Florida Statutes. 9. A timely filed request far relief under Section 70.51, Florida Statutes, tolls the time to request an administrative hearing under paragraph no. 1 or 2 above (Paragraph 70.51(10)(b), Florida Statutes). However, the filing of a request for an administrative hearing under paragraph no. 1 or 2 above waives the right to a special master proceeding (Subsection 70.51(10)(b), Florida Statutes). 10. Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70.51(3), Florida Statutes}. 11. Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action Jrt cJrcult court pursuant to Sectlar~ 373.617, Florida Statutes, ar~ri the 1=JbrJtla Rules of Civil Procedures, by filing an action in circuit court within 90 days of the rendering of the final District action, (Section 373.617, Florida Statutes). 12. Pursuant to Section 120.68, Florida Statutes, a person who is adversely affected by final District action may seek review of the action in the District Court of appear by frrirtg a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action. 13, A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes, may seek review of the order pursuant to Section 373.114, Florida Statutes, by the Florida ~as~d asvd Water Adyudicatasy Comsstiissi~asti, by ftticyg a sec~uest fos sevievr with the Commission and serving a copy on the Department of Environmental Protection and any person named in the order within 20 days of adoption of a rule or the rendering of the District order. '44. Fos appeals to the Q4stsiat Gausk of Appeal, a District adtiasti is c.~os-sidesed ses~desed after it is signed on behalf of the District, and is filed by the District Clerk. 15. Failure to obsenre the relevant time frames for filing a petition for judicial review described in paragraphs #11 and #12, or for Commission review as described in. pasagsapt; #13, wt44 sesu4t 5ss waives of tkrat stigtSt to review. Notice Of Rights Certi~rcate of Service I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U.S. Mail to: OUR Properties Inc Chris Hionides 2275 At4arit+c S4vd Neptune Beach, FL 32266 At 4:00 p.m. this 3rd day of March, 2006. {~'4~'0 Division of Permit Data Services Gloria Lewis, Director St. Johns River Water Management District Post Office Bax 1429 Palatka, Fi_ 32i7&429 (386) 329-4152 Permit Number: 42-031-102593-1 bC~~- ~.~~~ S • ~ l~L`J f. ~•r J~~ J~ ~. ~~: r-' c .. ~. -~~~s :yam ~~~x ~ ?!~f)~j (New /Residential & Commercial) Date: Job Address: ~ .~3 ~ ~~~ ~ 1•-'"-.~-'~~ f,~c~--~f `~,., ~~ ~, ~ ~j'J Owner's Name: ~ ,t_.+s ~j ~, [•[~~ p `~'~b Address: ~~~ /~ f-1 L C_r e ~o, ~ T , ~~-~-, . ~j`Z~Phone: ~ - f ~ ~L L Legal Description: Blo k Number: L ot Number: Zoning District: ~, Contractor: r^ c -~~~ ~,.:~ ~~'~ , ~~ ~~~~ r ~ +~Jt.~ . State License Number: ~ ~ - ~~ Address: l ~~ `~,,~ , Phone: -`t ~' ~ City: _~~~ ~ ~ ~' `~,~, ~ State: C" ~,... Zip: ax: Q _ ~ ~' ~~ ---~ Descri to be ~' Present use of land or building(s): Valuation of proposed construction: _ `~j. -'?, Q~~~ "'"' Is approval of Homeowner's Association or other private entity required?~If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of S% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project.. YES.' See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ^ Applicant certifies that no trees will be removed for this project YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aporo~riate. Incomplete applications may result in delay in issuance of permit STEP i. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify caning designation, please have Property Appraiser's Reai Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.} 'The Department of Public Works is located at: IZ00 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Faa: (904) 247-5845 http://www.ci,atlantic-beach.fl.us D...... 1 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict ail required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning"Dept., Public Works and Public Utilities. Address and contact information' of person to receive all correspondence regarding this application (please print). Name: ~~s"'~~~11t ~~~ -- Mailing Address: ~GrL ~'"" cc^^--~~ 1V - Telephone: ~~' ~ ~~L Fax: - ~ E-Mail: 1 hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision ~r 'ate or local rules, regulations, ordinances, or laws in any manner, including the governing of construct9~~ - ~e pmperty. I understand that the issuance of this permit is contingent upon the °~ upporting data have been or shall be provided as required. .__t ~a _ _ _ ~ 'Y- i 3 -- SiQnature of Ownt _ /_ , ~ ~.. -Date: • ..~.- _.. ~r ...~ _.Y" . . ~~_ __ Signature of Contractor: G -° _ AS TO CONTRACTOh Sworn to and subscribed b. State of Florida, County of ~,uval ..........N .....................N.......~ LYNETTE FAME PEASE ~1r r Commtt~ DD0283819 ®`~ Expires ttm2oor Bonded lhru (800}432-4254'. ~ Fbrids Notary Assn., hro ,~-'' 0 Notary's Signature Personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 Page 1 of 1 http://maps2.coj.net/output/jaxMapsP_ITDMAP2346840563 1 1 72.png 4/17/2006 P;~f~, CITY OF ATLANTIC BEACH `=~ 800 SEMINOLE ROAD ,.; ' r) ;..~ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 fxl~r Application Number 06-00031951 Date 1/05/06 Property Address ATLANTIC BLVD Tenant nbr, name TREE REMOVAL Application description TREE PERMIT Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ O.U.R. PROPERTIES, INC OWNER 2275 ATLANTIC BLVD NEPTUNE BEAc'~i FL 32266 ATLANTIC BEACH FL 32233 Permit TREE PERMIT Additional desc ~` Permit Fee .00 Plan Check Fee .00 Issue Date "1/05/06 Valuation 0 Expiration Date 7/04/06 ---------------------------------------------------------------------------- Special Notes and Comments ATLANTIC AND ROYAL PALMfDRIVE, L0~' WEST OF 751 ATLANTIC BLVD. APPROVED TO REMOVE ONE 12" CABBAGE PALM FROM EXTERIOR ZONE AND ONE 12" SABLE PALM FROM EXTERIOR ZONE TO BE MITIGATED BY ONE 12" CABBAGE PALM AND ONE 12" SABLE PALM. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BDILUf~VG CTF~'ICYAL 06!15!2006 08:18 904241150 GREG MILLS PAGE 02 ~,~ ~~` Power toes or Fire Alarm Activatic-n The automated turrlstiie, oarrJ reader and ADA gate ~2tt be Connected during install~~tlar lase accompanying diagram) with the ~ire~a4arn~~ systern. The software and hardware have been created and integrated so thFr~ should the power fail andloi` the fire alarm is activetetf, they turnstile arms b~~~:ame immediately fre+E wMeefng 8nd the lack on the A1~A gate iS disabled. In very large arenas, university recreation centers and fitness r~i;~bs of 10,OOf? mgmtr~rs dr mare, an option of our exclusive panic drop >rcrr-+s can !~ provided so that tl-ie alms drop straight down instead of being free w^~eating Moth ways. This syfitern is in use at the University of California at E3erfcele~~: UCLA and some BaNy total Fitness clubs Orf mo-e than 10,000 members. W E~ have mt~rtie than ~5G syst$r~s in use and passed by fire marshals with the free uvheelincl system, ~~ ~.~~~+ ~ ~~r~~" Jacksonville Fire F'. e~a..r~ ,~J,i Div. .~~,~~~ `~ ~~ <~~V,ii7 NO E::CLPTIt)FdS EXCLPTION:i ;~„ CJJT~:D SHEET # 06/1512006 08:18 9042411750 ~]h114,'2C'~9~~ za: a~ 9~4-~47a~5_~0 ~_ r W ~~ V ~~ V •~ ~~ N ~ a iS W -~. .~ ;~ a GREG MILLS :~ ?(([.~ U7 n f I~G t` ~ i. !i ~' ~' 4 ~ i 1 ~y I ~~ ~ ~ ~~ K i , ~¢~ g3F~. ~ ~ ~~ ~~ ' PAGE 03 ~u~:~ w ~ ~~8 ~ .~' 0 H u ~ g. ~ ~. rt Y ~~ -, 9 i ~t ~~ ~~ . ~,. ~. .~ ,. v R 0611512006 08:18 9042411750 GREG MILLS 7~!14~ 20FJ6 14: ~c,, gag47aa550 D~tOP'-ARMI C~P~RATi ~N J~•'1• ,~ i ~. ,~ `+~~'~. ~'` ;: ~ ~ lQ~ i Ii i ~. v~?~.~, '~; : f'; , ~~ ~ -~ yrr; i, ~~ ~~ .; ~_. PAGE 04 PAGE key ~Va-RN1~-L, P'C'~SITiC~lV f.~~rJw~~' on} Whgrf in the 'NORMAL' operating position power ig 5u;-:~liad to e!I~ctromagnets inside of tfie nyt~tfng :arm hub which holds the druts~errls in their tbCkCc+j Or narrrtel ope~relting pc-r~ltian, R~LEA~E~ pt~StT~t)N (power ofd When powe • is irrtBfr-rF-tE'.(1 t0 the Urop~ Arms, the air~~a wlli re~lr~se and drop to the down pc;+ition. 'Thi~5 allows unrestr++aed rrtoverne:~i through ;he turnstile I~nr, R~~~T PC~SITIC)1~ ~tl~()R -ARM RESET 1 Tum R14Wli' k~ICic On to ti.irrti~tile. Z. Grasp 8nsi alpn both drop-arms as shoram abcrae-. 3 Push both st'lria aimuitarteo,taty into their ra6predtive'Nc~rmai' pasit~ons (when arms ors properly positianird, they wiN lv,rk into plFtce). ~:7vwer on) 06/15A2006 08:18 Q6~'14~`::~~tE, a,a: a~, 9042411750 9454?~455d GREG MILLS ~~~~V ~ri Power Lass or Fire Atarm Acttvstic-r, PAGE 02 The automated tumstiie, card reader and ADA gate can be connected during install~atiar {see accompanying diagram) with the ~ire~aiarn~i system. The software And hsr~lv~-are have been created and Integrated so thFi ~ shouitl the power fail antt/or the fire alarm is activated, tht, tumstil® arms br~~zome immediately free wheeling and tip look an the AC3A gate is disabled. in very largo arenas, unirrer3ity rpcreatibn canters and fitness t~;~bS of 10,000 rngrnt;ers or more, an option of our exclusive panic drop germs can I:~ provided So that tf-~ arms drop strg-ight dawn instead of being free w~~eeting t~~nh ways. This systam is in use at the University of Gatltamia at 8erkele~~: UCta4 and some BaNy Total Fitness clubs p# more than 10,D00 members. W e~ have mt~r~: than 2~C systems in use arwd passed by fire marshals with the free uuheeling system, ~,~ Try ~~.~ . K~~d1~~43 ~,Y~ 1~~t'~-, .0-~ lac _~ ,., ; ltd,` Np CX~~~C~"i'Sp.~ 4~,'j~GD ;06/15/2006 08;18 9042411750 GREG MILLS PAGE 03 N~•.~ b~ ~F,i'1A,'2E^~9: IA: A~ 9A~3~f7a48~C~ a ~~ ~~ u~ h !~ Vr~r V; V +~ 3 ,~ ~~ ~~ ~ ~ r~ X W r ~ V ~~~ ~ ~caty. a W 1:._.__-I,I ~~ ~~=i~!!.~ .,v ~. f~ i' ~ -~- e ~f ~ ' ~, ~, i ~: ~ ~ i ~~ ~~ ~~ I~ ~ ~~ !~ .f , 4- V~ ----..._.... a s~ ~ f~ ~~ r +~ Q~ ~ ~i~~ ~., ~ a ~y C N u. h' ~~ ~~ ~ . ~I ~a ~: rt r? •~ _ ~-. ~m ,~ ~: r. ~ ~fi ~~ t~+ ~~r ;~ 4 a ,. J >@6115/2@@6 @8:18 9@4241175@ GREG MILLS ~6114~"2~1J~ 14:4 g4g.•3744550 DRC'~P-ARM C~PERATI ~N ~^"'. Seri."7,, ~'.: f~ ~: E i i i) (I !`I ~. ,•;~f `> r I~ i~ ~~ ~i i _.. ~ PAGE @4 PAGE ~~i NORN1~-L, P'~3JS~TiUN l.l~~wt?t' o~~ When in the 'NC3RMAL' operating position power ig su{r:~li®d to e~iwttromagnets inside of the rr~tsting .aim huk~ which holds the drag-eras in their locked or normal oper~lting pc-r~ition• RE~.EASE~ p~StTIC"~N ~ power ofd} WI1en ptrin-e' is itttett'uftt£Kf to the Drop Arms, the a~ r~s wlii re~ie?~ase and ~rcp to the down pc:~itian. ThlS alkaws ur-restric~ed moverne:~i through ;he tumst"rle I~krtr3 REST: T Pt)SITIC~N I~E3t7ix -ARM RE$~T 1 Tum power t~Ck Ord tp trirnstile. Z. Grasp 8nd align both drop-arms as shown ebcrae. 3 Push both srrrta simuit8~rtebclary into their resp~ctlve'Nc~nrnal' ptssiticxts (when anus at's properly p+ositiorted, th4ry wiM I~~Ck iota ~~I:aoe). ~~~QWeP pC1) ~06l15l2006 08:18 9042411750 GREG MILLS PAGE 02 QFi~14~`°~0@E. ~d:4G, 954?A455d P~ ~~'~ ~~e\~ ~,. Power l.o*s or Firo Alarm Aetivsitlc-n The automated tumstite, card read¢r and ADA g~lte cCtt bb opnnected during installo~t(ar lase accompanying diagram? with the fire~aiarn~~ Systern• The saftuvare and hardware ham been created and integrated so th~r? should the power fail antVtrr the fire alarm is activated, tht~ turnstile arms b~~~rome immediately free wheeeling and the lvofc on the A143a gala is disablrid. In very large arenas, university recreation centers and fitness c~:~bs pf i0,00q members or mare, an option of our exciusi,re panic drop €-Rns can i~ pr~svided so that the arms drop straight down instead of being free w^~etaiing lxnh ways. "this systsrn is in use a# the University of Cafifor~nia art 8erkeie~~: UCLA anti some 13aay Total i=ftnesa clubs pf more than 10,000 memi~ers. VN ~~ have more than CSC systerrys in use and passed by fire marshals with the free uvhee~lfm~l system, ~~~ 06115/2006 08:18 9042411750 GREG MILLS PAGE 02 Q6%ta; :c~+0b ~,4: a~, ~~a5a7~a~50 ~H~ ~~ ~~~~~ ~ri Power lames or Fire Alarm Activation The automated tumBtiie, cart! reader and ADA gate csri be oannected during install~~tlor lase accompanying diagrams with the nre~a4arn~~ aystern, The software and hardware have been created and Integrated so thFr? shoufcl the power fali antt/ar the fire alarm is ectivetetf, tht, tumstii® arms bE~r..ome in~mediately free wh~,eling 8rtd the lock an the A<~A gate is disabled. In very large ansrtes, university recreation centers and fiRness dubs of 1O,OOp mamt;ers or mt?r@, an option of our exaiusive panic drop g-ims can !~ art~vided So that th-a arms drop straight dawn instead of being free w~~eelir~g f~«th ways. 'This sy~tern is in use at the University at CatHtomia aEt Eierkele~~: UCLA and some 8a~y Tots! Fitness clubs of more than 10,040 members. W E, have mt~re than 25C systems in use and passed by fire marshals with the free uvheelinti syatwm, d~ 06115/2006 08:18 9042411750 GREG MILLS PAGE 03 ~h!1~,'2~+3 ,~A: 4b 5d9a7a4gry0 Ya•:~t a~ w x t~ ~, ~~ {~ ~~ ~- ~ ~ ~ r~ Y~_ W ~ J~ _ _ ~ ~~ {~ ,! ~~ ~, ~s '~ ---~ ~, ~ I: 4, I ~~ ~N ~ ~~ ~; ~I ~r Q~' ~} ~~ v. Y r~ •.i _ ~- T K is ~r-. C C5. .x ^i R a r. .f r~-"''~'~',,.. CITY OF ATLANTIC BEACH ~~ _ ' ,\ z ti PUBLIC UTILITIES DEPARTMENT ~ 1200 Sandpiper Lane !~ _~: ~,. Atlantic Beach, Florida 32233 °'r~'~i31~+' (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS ~ Permit Application # ~~°~.- ~~' ~JF'~J ~ -~'"~ C~Irh'r~ F~~ 2 y/ 08/-~ Property Address: ~-~ ~/~ Applicant: D . U ._ll . ~rQ l~~'-~l ~~-, aS `I ~ 4 ~~~ I~ Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: d- ~~ ~~ o _~,~ -___ ~ _ -,. .. _~, .. ~- Please submit ~``"-~-~-- ~0 ---`~-200 Sandpiper Lane, Atlantic Beac ~--~~~,_ on. If ou have any questions, plea ~FI~TF -----__.___1_ Review by ~ ~''"- ~~ ~~~~Y 2 4 ~0~6 ~ (p~__rY-- --___. -`---- __- ------ ~' ~ o~ ~ - _ __ Signature `~~ ~~--~`'- - ~~3 i o6 Contractor Notified Date ~~ - !~J 3 )~b (~ CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ~~7~ Property Address: ~ ~ t~l~~ t Qf m4 U ~' V Applicant: ~~~~~ Ca (~} !~~"~ (It ~-~-?' U~ Project: 1~1~Jlt CZ ~ ~ (~L~(_r Y t '" ~. .,, Your application is approved as noted by the Public Utilities Department. Final apphcahon approval must come from the Building Department. ^ Your permit application has been reviewed by the Public Utilities Deparhnent and the following items need attention: Reviewed by o Kaluzniak, Pu Utilities Director Date d Signature I~ Contractor Notified Date Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. __ _ , .~ „. -^~f ~ - ~... t,„,,,, . - r`. i ' f r ~`J i'J .. . . „.. „'~~ r ~., ~ ~ J ~~ ~~ r'~E ? -~ ~ J l~ V : CITY OE ATLANTIC BEACH BUILDING PERMIT APPLICATION (New /Residential & Commercial) Date: Job Address: Owner's Nat Address: ~~` ~~.....,~ ~~af ~~ ~~e ('~,,, ~j~..~Phone: ~ ~ f ~ ~ L Legal Description: Blo-c~k~Number: Lot Number: Zoning District: ~, Contractor: ~'; ~~.~:a.;.~ ~._~~. ~ ~,~J . State License Number: ~~~ ~ ~q Address: ~ ~~ ~ ~..~ , Phone: -~~ f ~ ~~ I {~ City:~~s~ ~~~ ~'.,(~~ ~ State: t' ~.,,. Zip:~~•~~ax: ~~"r ~ 4~ Descri ~ose~e~d~ ord. to b~e~don~ ~~ `''"-~'C 1~~"T~ " ' , f ~= Present use of land or building(s): Valuation of proposed construction: .-- Is approval of Homeowner's Association or other private entity required?If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fell material will be used on this project.. YES.' See Step 2 below.- Approval of the Public Works Department is required prior to issuance of a Building Permit ^ Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aauroariate. Incomplete applications may result in delay in issuance of permit STEP 1. STEP 2. STEP 3. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive al] correspondence regarding this application (please print). Name: Mailing Address: Telephone: _~~ ~~`~ Fax: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. Al] provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. ~,-_/~~ Signature of Owner: Signature of Contractor; AS TO OWNER: Swor-a to and subscribed before me this .~ day of ~ (~ I , 20~_. State of F ' ~~~tt t-~t~'E "•'•" uq, l :nmm# DC0283619 •~pY -` !•s $ ~f's Expl~es 11!712007 ~~~~ BondedtAru(800}432-1254 „a,,,~aai1~ Fbrida Notary Assn., Ina N~H~~~~~~~NH~HHH~~N~~I~~N W ~ AS TO CONTRACTOR: ~ " ~,3- ~~ Sworn to and subscribed before me this / 3 day of F-i1F-~~J ~ , 20 D~O . State of Florida, County of Duval ! LYNETTE FAME PEASE ~~~yXN Camm#DD0283819 '~, Exairea llnnoor g '~~~ Bonded thru (800yt32-4254' ~• uaini~~ Fbrids Notary Assn., Inc Lonnanu .........................u...~~ Notary's Signature: Personally known ^ Produced identification Type of identiftcation produced Notary's Signature Personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 f `"''''~s~ CITY OF ATLANTIC BEACH ~ ' ~` ~ < .' ~ , ;~ .Ford r ~ ~ 4 s,., BUILDING /ZONING DEPARTMENT ~. ~ S r~ 800 Seminole Road S. Doerr J '_ V Atlantic Beach, Florida 32233 ;; J~3l~r' (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ~„~ -.~~~_ ~ ,,~ Property Address: ~,~ ~ l~ ~ Q,~.~ ~ ~ I Applicant: Project: ~ Reviewed and the following items need attention: Please re-submit yo pplication when these items have been completed. Reviewed By: ~-,- Date: y~ Z~/~ ~ 6 Date Contractor Notified: rms permit appacanon nas peen: A roved PP Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge F1aCom v 2.11 FORM 400A-2004 Whole Building Performance Method for Commercial Buildings Jurisdiction: ATLANTIC BEACH, DUVAL COUNTY, FL (261100) Short Desc: Baileys Gym Owner: Address: Atlantic Blvd City: Atlantic Beach State: F1 zip: o Type: Exercise Center Class: New Finished building Project: Baileys Gym and Retail Center 1 O l.~ S ~~ 5 ® y~ ~ ts~a 2 ® (~ 31r~ PermitNo: 0 ~ Q~ 7 , S ~31s-.o Storeys: 1 i. ® a D 'T ti~ -, *COridltioried Area: 17717 • denotes lighted *Cond + UnCond Area: 17717 area. Does not include wall crosection azeas Max Tonnage: 10.0 (if different, write in) Compliance Summary II Component Design Criteria Result II Gross Energy Use LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES None Entered PASSES None Entered Yes/No/NA IMPORTANT NOTE: An input report Print-Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report. 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 29,477.52 30,907.51 PASSES 1 I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation are calculation indicates compliance with the Florida Energy in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY: ~ BUILDING OFFICIAL: DATE: ~ ~) ~ ~ D ~ DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT• DATE: If required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Code. REGISTRATION No. ARCHITECT ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: ` ° L ~f' G PLUMBING SYSTEM DESIGNER: (*) Signature is required where Florida Law requires design to be performed by registered•design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 2 Project: Baileys Gym Title: Baileys Gym and Retail Center Type: Exercise Center (WEA File: JACKSONVILLE.TMY) - Whole Building Compliance Design Reference Total 94.80 100.00 $29,477.52 $30,907.51 ELECTRICITY(MBtu/kWhl$ 9a.so loo.oo 593,109.00 625,658.00 $29,477.52 $30,907.51 AREA LIGHTS 11.71 11.73 73,262.00 73,379.00 $3, 641.12 $3, 624.92 MISC EQUIPMT 5.51 5.51 34,487.00 34,487.00 $1, 714.00 $1, 703.66 PUMPS 8~ MISC 0.02 0.03 155.00 166.00 $7.70 $8.20 SPACE COOL 18.61 15.29 116,423.00 95,675.00 $S, 786.22 $4, 726.35 SPACE HEAT 3.38 4.95 21,145.00 30,945.00 $1,050.91 $1,528.68 VENT FANS i 55.57 62.50 347,637.00 391,006.00 $17,277.56 $19,315.70 Credits & Penalties (if any): Modred Points: = 94.8 ~ PASSES 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 Project: Baileys Gym Title: Baileys Gym and Retail Center Type: Exercise Center (WEA File: JACKSONVILLE.TMY) External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (VV) (W) (Sgft or ft) Ext Light 1 Building facades 0.25 13,014.0 3,254 3,253 Design: 0 (VV) PASSES Allowance: 0 (VV) Project: Baileys Gym Title: Baileys Gym and Retail Center Type: Exercise Center (WEA File: JACKSONVILLE.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance PrOZo1Sp1 ,001 General Sales Area 1,717 1 5 1 PASSES PrOZo2Sp1 ,001 Exercise Area (Exercise Center) 12,000 1 2 2 PASSES PrOZo3Sp1 ,001 Exercise Area (Exercise Center) 4,000 1 2 2 PASSES PASSES 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 Project: Baileys Gym Title: Baileys Gym an d Retail Center Type: Exercise Center EA File: JACKSONVILLE.TMY) System Report Compliance Constant Volume Air Cooled No. of Units PrO5y1 System 1 Split System < 65000 Btu/hr 5 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Cooled < 65000 Btu/h 10.00 10.00 PASSES Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES PASSES Air Handling Air Handler (Supply)- 0.80 0.90 System -Supply Constant Volume 90 80 0 0 PASSES Air Handling Air Handler (Return) - . . System -Return Constant Volume Air Distribution ADS System 6.00 PASSES System PrOSy2 System 2 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Cooled 65000 to 135000 10.30 10.30 PASSES Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 0.80 0.90 PASSES System -Return Constant Volume Air Distribution ADS System 6.00 PASSES System PrOSy3 System 3 Constant Volume Packaged No. of Units System 4 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Cooled 65000 to 135000 10.30 10.30 PASSES Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 0.80 0.90 PASSES System -Return Constant Volume Air Distribution ADS System 6.00 PASSES System 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 5 PrO5y4 System 4 Constant Volume Packaged No. of Units System 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 65000 to 135000 10.30 10.30 PASSES Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume 90 80 0 0 PASSES Air Handling Air Handler (Return) - . . System -Return Constant Volume Air Distribution ADS System 6.00 PASSES System PrOSyS System 5 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 9.70 9.70 PASSES Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 0.80 0.90 PASSES System -Return Constant Volume Air Distribution ADS System 6.00 PASSES System PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance ~~~ None 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 Project: Baileys Gym Title: Baileys Gym and Retail Center Type: Exercise Center (WEA File: JACKSONVILLE.TMY) Water Heater. Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= l2 [kW] 0.93 0.93 PASSES Water Heater 2 Electric water heater <= 12 [kW] 0.93 0.93 PASSES Water Heater 3 Electric water heater <= 12 [kW] 0.93 0.93 PASSES Water Heater 4 Electric water heater <= 12 [kW] 0.93 0.93 PASSES Water Heater 5 . Electric water heater <= 12 [kW] 0.93 0.93 PASSES Water Heater 6 Electric water heater <= 12 [kW] 0.93 0.93 ,PASSES Water Heater 7 Electric water heater <= 12 [kW] 0.83 0.82 PASSES PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] .SF,F] Nome +~ 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 ect: Baileys Gym ~: Baileys Gym and Retail Center e: Exercise Center .A File: JACKSO Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T & 13 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge F1aCom attached` 4/10/2006 EnergyGauge FlaCom v 2.11 FORM 400A-2004 g ~ ~ I 7 ~ o r ~ w L"J ~~ W `~ it ~ V ,3 ~ y ~ W ~ O .~ A ~ ~ U 7 ~ ~ *~ C"' r r- r- ~ v, ~ d O +r ~ tfj O O V' O v U Y ~ T ~ ~ ~ ~. ~ w d ~+ y ~, '~ ~ O •O ~ W aoo~ ~o ~$$ ~ G' r N d' ,~ r, .'" 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N a~ ~ ~ d ~ ' ' ~ W. O ~ ~II i C d ~ r . ~ ~ d' ; . o0 `Op ~ .~ A w o , w G °~ y~ o A ~ ~ ~ ~ ~ µ ~ `~ o ~ ~ ~ o °• o . . ,.- W U ~ ' ~, "' o ; p. ~ ~ ~ o ea ~ ~ '~ ,. ~ o, o °o, 4? o sCO. W W v~ x ~ ~~ fit. a o s~-W vW W ~ ~ o +~ '~: ~„ O ~ ~ p o ~+ ~ p ~ ~, o ~ ~ ~ ~ ~ U ~. ""' 0 0 .. O O C ~ G . ,,, ~ o ~ ~ r ~ ~ ~ ~ O U .v d y ~ o, o H ~ H y p `~'~' 3 O ~ , ~ O ~ `~' ~ O •~ y ~ ~ ~ d " t,~ y ~, ~ V v O ~ . y O .°. y O n ~ 0 :O '"~ ~ o ~ p ~ ~~,,, y o ~` ~ U ~ ' o A a ~~ ~ ~ c ~ a ~ ~ ~ C. ._ ,~ ~ ' 0 ~ w7" ~ M " .M ~ • ~ ~ ~ R ..~ C'- .~ w O Nr, ~ ~ ~ O~ .y O ~ ~ ~ ~ ~ ' 4 a~ "~' N ~ ~.`, ~ r• N pp ri ~ ~ .~ N ~ ~ ~ r ~ ~ ~ ~ d O p ~ V ° o ~ r ~ er o , 0 •-; N a 0 Gti GA w W COI~RCIAL LOAD CALCULATIONS Air Conditioning Contractors of America For: Name Bailys Gym ~ Retail space Phone Address Atlantic Blvd City Atlantic Beach State & Zip FI. By: Contrac actor Energy Design Systems Phone 287-5339 Address 1065 Oakvale Rd City Jacksonville State & Zip FL., 32259 COOLING LOAD 1. DESIGN CONDITIONS Time of Day 3 PM Dly Range 19 Latitude 30 a.lnside db 72 RI- 50 b.0utside db 94 wb 77 Grains• 49 Otsid db @ 3pm 94 - TOD corr - inside db 72 Equals 22 T.D. Daily Range Factor= M 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exposure Shading / NOTES Sq. Ft. SolrFactr GlasFactr Sensible X X = N X 19 X 0.95 = E 256 X 56 X 0.95 = 13619 S 744 X 48 X 0.95 = 33926 W 168 X 81 X 0.95 = 12928 X X = X X = X X = 3. TRANSMISSION GAINS Equiv or Expose xposure db Sq. Ft. U Factor Temp Diff Glass 1.168 X 1.06 X 22 = 27238 X X ~ _ X X = Adj X 0.09 X 20 = Walls N 2564 X 0.05 X 20 = 2564 E 4049 X 0.05 X 29 = 5871 S 1412 X 0.05 X 38 = 2683 W 3764 X 0.05 X 41 = 7716 Doors 105 X 0.58 X 16 = 966 X X = Partition X 0.05 X 20 = Knee Wall 600 X 0.09 X 20 = 1080 RooflCing 13717 X 0.05 X 55 = 37722 Floors 612 X X 22 = X X = Use Table 9a to Determine the Temp. Dif. Across an RA Ceiling PAGE TWO 4. INTERNAL HEAT GAIN Latent a. OCCUPANTS Number Sensible Latent 300 X 300 = 90000 X _ 300 X 300 = 90000 X = b. Lights & Others NOTE:Use 60% of installed watts for lights in RETURN AIR CEILING Watts Incandescnt X 3.4 = Flourescent 21817 X 4.1 = 89450 HP Motors Btuh Usg Ftr X = X = Appliances 60000 1500 Other 5. INFILTRATION Ft3/Min db Temp Dif 2046 X 22 X 1.1 = 49513 Grains Diff 2046 X 49 X 0.68 = 68173 6. SUBTOTALS LOADS & SPACE LOADS 435276 159673 7. DUCT HEAT GAIN Gain Line 6 Factor Sensible 0.1 X 435276 = 8. ROOM, SPACE OR DESIGN LOAD ' Add Duct gain (7) to Subtotal (6) 435276 9. VENTILATION Ft3/Min db Temp Dif 5000 X 22 X 1.1 = 121000 Grains Diff 5000 X 49 X 0.68 = 166600 PAGE THREE 10. RETURN AIR LOAD FROM LIGHTING AND ROOF NOTE: Use 40% of watts for lights recessed in a return air ceiling Incandescent X 3.4 = Flourescent X 4.1 = NOTE: Use 100% fo the roof load for return air ceilings (Roof Load) Sq. Ft. U Factor ETD" 600 X 0.09 X = *(ETD correction based on plenum temp.) 11. TOTAL SENSIBLE LOAD ON EQUIPMENT (Btuh) = 556276 TOTAL LATENT LOAD ON EQUIPMENT (Btuh) 326273 12. TOTAL COOLING LOAD ON EQUIPMENT (Btuh) ~ 882548 ~ (Tons) 73.55 PAGE FOUR HEATING LOAD 13. DESIGN LOADS Inside db Outside db b Difference 72 - 32 = 40 14. TRANSMISSION LOSSES HEATING LOAD db Exp. Sq. Ft. Factor Temp Diff Heating Load Windows 1168 x 1.13 x 40 = 52794 x x = x 0.09 x - Walls 2564 x 0.05 x 40 = 5128 4049 x 0.05 x 40 = 8098 1412 x 0.05 x 40 = 2824 3764 x 0.05 x 40 = 7528 Roof/ 13717 x 0.05 x 40 = 27434 Ceiling x 0.05 x = x x = Floor 612 x 0.81 x 40 = 19829 Other x x = x x = 15. INFILTRATION db Ft3/Min Temp Diff , 3069 X 40 X 1.1 = 135036 16. SUBTOTAL HEATING LOAD FOR SPACE 258670 17. DUCT HEATING LOSS Loss Line 14 Factor Subtotal 0.15 X 123634 = 18. VENTILATION db Ft3/Min Temp Diff 5000 X 40 X 1.1 = 220000 19. HUMIDIFICATION LOAD Inside RH Desired ( ) Max ( ) Ft3/Min Btu/Hr / 100 X = (water) (air) gal/day Ft3/Min X / 100 = 20. TOTAL HEATING LOAD ON EQUIPMENT (Btuh) ~ 478670 ~ (Tons) 39.89 ENERGY DESIGN SYSTEMS 1065 OAKVALE RD. JACKSONVILLE FL. 32259 2$7-5339 NOTICE OF COlYIlV1ENCEMENT ~j, Tax Folio No. State of --~~, // County of ~JY>~~ To Whom It May Concern: a,~i- 0811 The undersigned hereby informs you that improvements will be made to certain rest property, and in accordance with Section 713 of the Florida Statutes, the following information is state m this NOTICE OF COMMIE NT.. .~-- Legal Description of property being improved: ~ .~~ ~~ y~~~ "'° f '' Address of property being improved: Ge/ne~r~al,.de~scyription of improvements: r,~i"'~t ~ ! tit'.~r 1[~•-' `fit' ~ Y~'7'W f'~4t Jlr~ t c~yy~.v ,~iF~~.-~ Owner: ~~ ~,'f~ , ~~~~~`~ f ~G. Addr~ess.:~y~~~~ ~~L ~ ~. ~~~. ~_5,.~t-~ .Owner's interest in site of the improvement: ~ ~j~ Fee Simple Titleholder (if other than owner): Name: Contractor: ~':~ t'~~~~ Y'~~l ~~ i ~~~ . ® _ Address: ~ ~7 ~~ ~~~/~ T`~-~ i V ~ ~ ~ ~ ~ '~'~-f.'.' ~(-~ ~ Telephone No.: '~~ • '~~_ -.Fax No: ~~~~:~ ~~ - ~"Suiety (if any) - ~..~~~-' -- Address: Amount ofBond S Telephone No: ~ ~ Fax No: Name and address of.any person making a loan for the construction of the improvements ~ ~. Name: ~ ~~°'~~~~ Address: '>~~i' ~~ ~. f ~, ~~G~''~ ~~~~ '~y •• Phone No• ~~ ~ ~....+~ ~' ~~~~ ~ Fax No• ~ ~ . Name of person within the State of Florida, other than himself designated by owner upon whom notices or other documents may be served: Name: ~/ ~--~ Address• b-°~ t C~• I''" 1~..-~' ~' ~ ~ ~ ~~ Telephone No: •~ ~ ~~ Fax No: ~' In addition to himself owner designates the following person to receive a copy of the Lieaor's Notice , as provided .ia Section 713.06(2)(b), Florida ~ill~_ • ~, p on) Name: ,. p~[_,4.~ - Address: . Telephone No: Fax No: Expiration date of Notice of Commencement,(the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE P'OR RECORDER'S T1SE ONLY OWNER . ~ ` ~ ~ ff 11 Signed: Date: ~-i ~ ~ -~LD Before me this day of in the County of Duval, State Doc # 2006130624, OR BK 13197 Page 2343, Of Florida, lms personally appeared Number Pages: 1 Notary Public at Large, State of Florida, County of Duval. . Filed & Recorded 04/14/2006 at 10:42 AM, jyjy commission ~p;~; 1 ~ ~+'~ (~~rf JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY p~~,ajjy j{~,n; ~- or RECORDING $10.00 ~~ idCIILIfiCaZIDt1: wamnran.n.u~uuu.oon.~. "N r`<xnmM DD0283570 c~~~ pU s ' _~g FV~riros 11/7/2007 ~] d I~ ~ `G~n',~a= Bnnda~ thn! (800)432-4254 ~a~~~ ~u~iiii'~u``uuuu:~a Nof9ry.A6t11.,.1. C ~r ,~ a.... ~`,, '} ~ ~~r,ti}:,, */f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE247-5826 Application Number 06-00032795 Date 4/26/06 Property Address 753 ATLANTIC BLVD Tenant nbr, name FOUNDATION ONLY Application description FOUNDATION ONLY Property Zoning TO BE UPDATED Application valuation 135000 Owner Contractor O.U.R. PROPERTIES STYLES CONSTRUCTION, INC. 2275 ATLANTIC BLVD 1537 PENMAN ROAD NEPTUNE BEACH FL 32266 JAX BEACH FL 32250 (904) 241-1501 (904) 241-4477 ---------------------------------------------------------------------------- Permit FOUNDATION ONLY Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 35.00 35.00 .00 .00 35.00 35.00 Credited Due ---------- ---------- .oo .ao .00 .00 .00 .00 PERMTT IS APPROVED ONLY IN ACCORDANCE WT1'H ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A '~~ t~ F `~' .^ '~ ~, r~ BUILDING OFFICIAL s .i.:-~~1~ CITY OF ATLANTIC BEACH , r ~~~ ~' ` ~ ~a ` ~' BUILDING /ZONING DEPARTMENT r J j ^ ~ ~~ 800 Seminole Road ~3L."H~o~T~'ns Atlantic Beach, Florida 32233 ~,_____--~ ~I"JF31 ~f' (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COlO~IMENTS Permit Application # ~ ' ~~~ Property Address: ~ J J (,L~'L(,(JVL~ (, f~}-~ ~/ (~ Applicant: _ _ ~.. I ~~ - - (n~ u-{~"(QJ~ Project: ~" l~l.~i, ( ~ " ~U~ ~ ~ h This pe it application has been: Approved ~ Reviewed and the following items need attention: Please re-submit your pp ' tion when these items have been completed. Reviewed By: O',~- Date: ~ ~ ~ d Date Contractor Notified: e pia=~ 5/8" Dia= 3/4" 8„ Dia= 3/4" N 6,. 9~°ro,, W I I ~ I I Q ~° z O ~ ®I~ a olo ~ I 3., ~ ~ ~~~ o ~ ® 4„ o (O 2„ ~ I I m _I_ 2 1/16,. EW 2"' • 2„ 8" 1~ 1 3/4" I I SW 2" 2" 1 -0 F-- 1-,--2 -~ )ETAIL A DETAIL E DETAIL 1 ]ia= 5/8" ~ Dia= 3/4" 8„ Dia= 3/4" 1 1 90 fife ~ a I I <° ~I~ a I oho ,~ ®I~ 3" N ~ ~~~ I 4„ o -I- 3„ ~ I ~ 4.. O I o 2., I I I °0 _I_ 2 1/16•• EW 2,. ~- 2„ 8" I 1 3/4 1 3/4" SW 2~~ F-~2~~ See Plan See Plan )ETAIL 8 DETAIL F DETAIL J )ia= 5/8" ~ Dia= 5/8" ~--~--{ O I I 9~ f o~~ O I o ~O I 4„ ~ I 4„ O O I O -~- 2., EW L ~ 2., EW SW 1 3/4 1 3/4" 1 3/4" See Plan See Plon )ETAIL C DETAIL G )ia= 5/8" ~ Dia= 3/4" ~O 9~ f of~ OIO ( 4„ O O -~_ 2„ 1 /4~ 1 3 ~" I SW 4 )ETAII D DETAIL H _ 1'- i8'-ID" 4" I 2 2"2'2" / / / / / A ~¢ •®~~l~l U r )Z E 0 I o~ ' Br (p l7 z a c J I 7 n W in W 0 O 1 I O n I o O I O 0 c I 6~l BIG' ~Bld TIN F m I I 4" 4"'~' m I JT W 4"~ ~~ 4" r1' 4"0 41 C d m ° I m ~ L ~~ v 0 x 4,Y m I c~ 81~ I O1 • G 0 1 v ~ I ~ GEI~i ° iv " n A ~G 0 14"?. L2~. 4,. 4"r m 00 ~~ F N j---+ - ~,.~" -2" 18'-IO" FRAME LINE/~ DIMENSIONS 1 C^NCRETE LINE ~ 8~ i FINISHED FLOOR WALL PANE BASE ANGLE ~'~ STEEL LINE [/S CLL7USURE < z x a X to GA. > :; ~ t/2' (OPTIONAL) 1/a'xL' NAIL ANCHOR 1-1/2' ~ _ C 36' 0/C ) _ _ WALL FASTENE F[N[SHED Cn12 SDS ) (1R PR^J. BASE TRIM , I a F.O. WIDTH 14 II '~ W.~ I STEEL LINE a ~ EDGE GF CONCRETE O H o BASE ANGLE WITH TRIM (NO NOTCH ) TYP. ^.H, D^^R RECESS DETAIL CONCRETE EDGE AND '"~n`~}A,SE_A_T JCH~R B^LT PR^JECTI^N REV D%c,~ 5/8" Dia= 7/8" 8,. Dio= 5/8" ~~ 9~ f~ cD I ~~4. ~ I I ~ ~I~ olo o ~I~ 3„ 8., 0 4,. a) 4.. o (o -I- 3 45 0 2.. -I- 2., EW 2 2., 8.. 11 3/4" I 1 3/4" SW I ~°' 1 3/4° .k--1-~0„--~F See Plan LLLeee--------~~~ DETAIL A DETAIL G SEE PLA DETAIL K Dia= 5/8" ~ Dia= 1" 8„ Dia= 5/8" 0 I I ~I® S _ M 3,. plp o ~~® 4.. o $" co o ~ 0 4" -I- 3., o -~- 2,. 2., 4 . Ew 2.,~--~-~2., 8" 1 3/4 1 3/4" SW 1 3/4'~~ See Plan See Plan DETAIL B DETAIL H DETAIL L SEE PLAN Dia= 7/8" 8,. Dia= 5/8" I N ~ I ;~ ~ 3" ~ ~ 4.. o ~ -I- 3,. 8' ,.~ 8" O 2.. 2 2" OQ SW ~ 3/4., See Plan DETAIL E 8 DETAIL I Dia= 1" 8.. Dia= 5/8" ~` _ g^_ -I- ~~ -I- 3.. 0 0 2" 8,. ~- W 2° 2" SW 1 3 1 3/4" See Plan S Pla DETAIL F DETAIL J CONCRETE LINE ~ 8, ' FINISHED FLO(1R WALL PANE BASE ANGLE STEEL LINE I/s cLOUSURE ~ z x a x 1+ cA.) -~ I/2, <~PT[ONAL) 1/4'x1' NAIL ANCHOR I'1/2' ~ _•~. C 36• 0/C ) WALL FASTENE F[NISHEO (M12 S-S ) OR PR^J, HASE TRIM 3 ~ 3 I4 F.O. WIDTH I4 • W STEEL L[NE ° E-GE OF C-NCRETE a ~ ~ o BASE ANGLE WITH TRIM < ND NOTCH) TYP. ^.H. D^^R RECESS DETAIL R ETE T PR^ A CDTION ,,;<, BF~~E_A_T v 2 .2.. .- 4° FRAME LIN DIMENSIONS t REVISIONS REV. -ESCRIPTIDN: 2~° ',,~ N t , F N I o_ I ro H N N a O ( O N s H N wl -- c ICI Z ° v co ¢~ I E I N N D ~ N m !,J ~ r H N o N 2 i () () N N H N ~O I m .. F,~ N N ~~ ,. 2~2° ~~ F .j ,~ ,. ANCHOR BOLT SUMMARY ----- ---- ----- ----- ----- ----- Total Bend Ont Loc Dio Len Len Proj (in) (in) (in~ (in) O 8 DJ 5/B~ 9.00 3.00 3.00 - ~ O 428 EW 5/8 ' i 2.00 33.00 333.00 _ Low Eove ~ 48 MEZZ ~/4~ ig;00 3.00 3.~0 S 6 20'-0" 20'_0" ANCHOR BOLT NOTES, VALUES G1vEN FOR BENDS AND ANCHQt BDLT TOTAL LENGTHS ARE SUGGESTED LENGTHS GNLY. I7 [S THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TD DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENG AS VELL AS OTHER FACTGRS. 4" ,,, 2„ ' ~ o _~ 7iY ~ ~' ~ tD I ~QQ'1 , :a E~~~ , eB p""~ Y C„„' F F D ... n I 0 APPROVE? CITY. OF ATLANTIC BEACH BUILDING OFFICE ~~ I SA '~t~~ij"g ~~~ 20'-0" 20'-0" 20'-0" 20'-0" 3 4 5 6 ~ High Eave ANCHOR BOLT PLAN NOTE: All Bose Plates ~ 100'-0" (U.N.) * = i 3/4„ P NORTN aaAA G~ 3 ~l ~ ~~ -RAWING STATUS STEELWISE BAILEYS -ATE DTLR DATE CHKR APPD CXJ FCIR CONSTRUCTION PROJECT IDO.a z tzo.o x z4.a z 26.0 ANCHOR BOLT PLAN C ] FC1R PERMIT ONLY C ]FOR APPROVAL ID L5476R12 DESIGNS -WB DRAFTS JWH CHECK [ ] ^THER, EXPLAIN PRCIJECT ATLANTIC BCH, FL 32233 -ATE~ 2/24/06 SHEET l pF 20 ------------------ ADDRESS ANCHOR BOLT NOTES+ VALUES GIVEN FOR BENS ANB ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTE- LENGTHS ONLY. [T [S THE RESPONSLBIL[iY (1f THE fl1UNBATION ENGINEER TU DETERH[NE THESE VALUES SINCE THEY AREA FUNCi[ON !)F CONCRETE STRENGTH AS VELL AS OTHER FACTORS. ANCHOR BOLT SUMMARY ----- --- - ----- ----- Total ----- Bend ----- Ont Loc Dia Len Len Proj ----- --- (in) - ----- (in) ----- (in) ----- (in) ----- O 24 EW 5/8;' 12.00 3.00 3.00 O 22 PW 5/8 ' 12.00 3.00 3.00 Bl 8 RF 7/8" 19.00 4.00 3.00 ® 8 RF 1 " 22.00 4.00 3.00 ~oe~ ~f {`~i ANCHOR BOLT PLAN NOTE: All Base Plates @ 100'-O" (U.N.) * = 1 3/4" NORTH Z~,,..~ 3 ~ ~ ~ tr-lo DRAWING STATUS STEELWISE RETAIL DATE DTLR DATE CHKR APPD C X] FOR CONSTRUCTION C ]FOR PERMIT ^NLY PROJECT toa.o x 57.o x IS.o x Ie.o ANCHOR BDLT PLAN C 7 FOR APPROVAL ID 15476R11 DESIGN: DWB DRAFT: JWH CHECK C ] ^THER, EXPLAIN PROJECT ATLANTIC BCH, FL 32233 DATE: 2/24/46 SHEET 1 OF 15 ------------------ ADDRESS Yj t .~~j f. n r f J ,;... ~ W .. _ _ !_ / t ,.~, 7 "~ ~ ~~ "~~ss ~'' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New /Residential & Commercial) Date: Job Address: Owner's Nat A •..~ , Address: ~ ~ - ~~ ~' ~, } . o ~ ~,•,,,, ~~ ~ ~, acv" ~-,.. ~ _ ,.. _ ~, , d a. .~ ~~)Phone: ,~'.~,__ ~..~ ° ~ ~ ~~ ~. Legal Description: Block Number. Lot Number: Zoning District: Contractor: ~. ~i ~ ~ ~ ., ~ ~ ~~ ~ ~~ ~ ~ ~~~ , State License Number: [~ ~ ~~y~,r-~ M ~.. Address: ~~~~~ ~a!~> ?~ >~~ Phone: -a~( "d_ -t~ ~` '~~}~a~ r- ~- ~~ City: ~Px~~S ~ ~-i ~ ~ Stater.. Zip•.~`,~~` -~.~k'ax: ` ,:,~_~`®,. ~.-.~~~;' a~ Present use of land or building(s): Valuation of proposed construction: application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project, Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as anaropriate. Incomplete applications may result in delay in issuance of permit S'T'EP i. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. Ir order to cor~ectly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or past-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located az: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. YES.' See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit ^ Applicant certifies that no trees will be removed for this project 6d~YES. Removal of Trees will be required for this project TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. 800 Seminole Road • Atlantic Beach, k~orida 32233-5445 Phone: (904) 247-5800 • Faz: (904) 247-5845 http://www.ci.atlantic-beach.fl.us ,,~''"~ Is approval of Homeowner's Association or other private entity required?If yes, please submit with this ]n addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. if required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios snd other Impervious Snrfices. Swimming pools may be ezciuded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. S. Any other documents requested by Building Dept., Planning Dept, Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: ,GP.~`./f,,~~,1~'f((.~`"~~ ~ (t~'",.~ ~ ~;,. Telephone: G~~ t,„,V ~:_~,,, Fax: 1 hereby certify that 1 have read and examined this application and attached documentation and know the same to be true and correct All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or Local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. 1 understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. p~ ' _ // ~~ Signature of Owner. AS TO OWNER Swar:o to and subscribed before me this ~ -day of (` , 2Q~_. State of F E•"" ~"y"'~4y ~ ~ f`.nmrt1A ~DOa83819 F~dres +lnnoor ~~ ' = Bond ttuu taooµ3a-4a54 Florida Womry Assn., Ino N~~~~MIN Signature of Contractor. AS TO CONTRACTOR: Sworn to and subscribed before me this / ~ day of w1~1 ( _ , 20 ~ ~ . State of Florida, County of Duval ~~~N~~N~p~N~~I~N~~N~~~N~~~N~iN~Mt LYNEITE FAME PEASE i CammN DDOa8381G • Expires 11/~/a007 _ ~ Bonded tlart (80Q}132-41StS a a ~a.r.n.•o,•a...r.....'Aii iia~irei Notary's Signature: ~rsonally known ^ Produced ideritification Type of identification produced r Notary's Signa (Personalty known ^ Produced identification Type of ident~cation produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Faa: (904) 247-5845 http:!/www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us c~: . For .S S. Doerr I~G- PLAN REVIEW COMMENTS Permit Application # (~ }~e~~ Property Address: ~,~ ~ ~ ~ Q,~ ~ ~' V~ Applicant: O . (,(_ . JC. . Project: •, .,_ .~ T~his/permit application has been: ~r~' Approved ~ Reviewed and the following items need attention: Please re-submit your application w n these items have been completed. Reviewed By: -~ Date: .~ ' ? ~ - ©' 6 Date Contractor Notified: 'r' ~ ~r .j `'''J ~,,. ~ CITY OE ATLANTIC BEACH 17 J ~ ~' BUILDING PERMIT APPLICATION '' - ~ ~V" (New /Residential & Commercial) :~ Date: Job Address: ~ ~ ..... x ~-.. ~, ~ t a .~, ~ ~ . ~...~ ,,.: /, Owner s Name• ~ L~ ~^`J ~ y] LL~,.~~ s s J L! ~ to ~ Td i ~ "'.~ ~ ~ ~~ b Address: ~ k ~~., ~ ~. a~_T'>~ ~ ~` -~ ~i':.~''~ ~t .. ~`:;..'`,~;Phone: ,,.~'~F.~"~`,~ ~ j G ~~ e Legal Description: Block Number: Lot Number: Zoning District: - ( ~ . Contractor: +°;' ~,,.,.' ~~ ~` ~ ~ `~ ' o ~ ~_.~~ . State License Number: ~~ ~~ Address: ~ ~~' 6 .t"' ~~~ _~ ~ Phone. ~ , .. °'?.~ ~ ~~ '" '.~ ~`.:>~ Cit : ~)C ~ ` ~ ~-`{ . State: ~ ~ ~~ ~ 'ax:fi~ ~ Zip .- ',',~ -tip y . j ~ .. . Valuation of proposed construction: E'~~,.»~ "~ Is approval of Homeowner's Association or other private entity required?If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of till material, addition of 5% or more to the original impervious area or the removal of any trees? ^ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. YES.- See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ^ Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIItED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. STEP 2. STEP 3. D...... 1 Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Present use of land or building(s): ~ { In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total lmpervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). .•, _ to Name: C';~,s~';.~ Mailing Address: 2~ Telephone: ~,~G~-~ ° ~ ~- Fax: E-Mail: 1 hereby certify that 1 have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and conect and that the plans and supporting data have been or shall be provided as required. / // ~ Signature of Owner: AS TO OWNER: Date: l '- ~ -~ '- ~ Swo-a to and subscribed before me this _~3 day of ~ (~ I , 20Q~. State of F ~~'~~~t~~~s•E'•"'•• "•N. t`nmmi~DD0283819 ~Y Fp ~'~. ~ ~_ ex~l-~ 1lnnom Notary's Signature: ' ~~~;a Bonded ~N (80032-4254 ,~a~aa~ Fbrida Notary Aesn., lno ..................................« [~Peyrsonally known ^ Produced identification Type of identification produced _~._ Signature of Contractor: Date: ~ ' ~~-~' O AS TO CONTRACTOR: Sworn to and subscribed before me this / ~ day of ~(`1 { , 20 ~ ~O . State of Florida, County of Duval ,~ a ............................................~ r E LYNETTE FAME PEASE .4~~YP`~~ CommN DD02ti3819 Notary's Signature• ~~'~_` ~xv'•es llnnoor Bonded thru (800yt32-4254'. ""~~n~ Florida NotaryAsan., Inc Personally known •••••••••••••••••••••••••••••••••••••••••••s ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 NOTICE OF COMMENCEMENT State of ~ ~ Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in s NOTI E OF COMMENCE T. ~~tt ,, Legal Description of property being improved: ~ ~~~~~ ~, _ '~'~~ ~~~C ~`'3~i~ O7 Address of property being improved: . General description of improvements: caner: ~, (~ ~ ~ ~'~ ~' S wner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: ? °~4:~'==~' ~~~~~..- Address: Telephone No.: ~'7U=~--~:~:,~ ( - Fax No: -' "fir='~'~ '~f~~ t~M1/j~,I ~ ~ A Surety (if any ~~ ~ Address: Amount of Bond $ Telephone No: Fax No: Name and address^of any pertrson malting a loan for the construction of the improvements Name: ~-°6~ C'~w, Address: ~ ~' (~.,~' .~ ~ ,,., Phone No: - ~~.',~ "a + ~ ~~:r~a ~? Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name; /(/("~ ~',_.,.. Address: ~ ~.-=- n Telephone No: ~~~ ~~ ~ ~ ~{ Fax No: ~ - '~~',~ - ~~~~ • In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2Xb), )~ lorida Statues. (Fill in at Owner's option) Name: ~f'~ G Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY Doc #2006166880, OR BK 13260 Page 771, Number Pages: 1 Filed & Recorded 05/12/2006 at 10:56 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 OWNER. r ~ signed: Date' ~ • 13 -D(o Before a this day of ~ in the County of Duval, State Of Florida, has personally appeared Notary Public at Large, State of Florida, County of Duval. IYIy commicciOn expires' (1 ~ °~ (~(~ F] Personally Known: ~'~ or Produced Idea ' cation• •••••N••••••••.•.....N..NN.N •~Y~ CnnemNDD0283tf10 S a4 ~ F_xptrea 11/'7/2007 ;~~ ~ 9ondsd thru (80032-4254: ' ~oiA+~c Fbdde Notary Asap. Inc ~.... .. • ................N....NNN.NN..j Proposed Bailey's Gym and Retail Shops Atlantic Beach, FL Jacksonville Fire & Rescue Department Fire Prevention Division Plans Review Offi Lt. Bob Ratliff Comments: (1) Provide detail of Card Reader utilized for access control at front lobby area. Lock mechanism must fail in open position in event of loss of power or fire alarm activation. (2) Provide fire extinguishers (3) Provide fire hydrant within 500' of remote point of bldg. (4) Provide Design Criteria for Fire Sprinkler System (5) Provide Voice Evacuation Fire Alarm System and Design Criteria (6) Provide Life Safety Plan (7) Please answer all comments in written summary with revised /clouded plans. ~.?~ .. A. ~~,~ \\n/ E;~ w ,,.'; .. e4V~ ~,ly~t ~3~°I I o Z~ ,~~e ~' ~' ` ~v' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000600 Date 6/18/08 Property Address 753 ATLANTIC BLVD UNIT 2 Application type description SIGN PERMIT Property Zoning TO BE UPDATED Application valuation 1800 ---------------------------------------------------------------------------- Application desc INSTALL WALL SIGN ---------------------------------------------------------------------------- Owner ------------------------ Contractor ------------------------ CNS SIGNS, INC. Q/A:BRINGLE, KENNETH 263 SOUTH EDGEWOOD AVE. JACKSONVILLE FL 32254 (904) 733-4806 Permit SIGN PERMIT Additional desc . Permit Fee 65.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/15/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 65.00 65.00 .00 .00 .00 .00 .00 .00 65.00 65.00 .00 .00 PERMIT I5 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. _ ~~ 000 Seminole Road ', ~'-'•"'r= ~~ ^ V Atlaniia Beach, Florida. 32233 ' ~•'~~,lilar (904) 247-So00 (904) 247-3845 Fax _ ' vovvw. c~ab.ns ~~~~~~~~~~~ ~~I~ ~~~ SIC®~&~&°~T ~~~.I°~~6~: / ~~ ~~ ~~~-/ / ' '~ ~~ i~ ~~~ ~1~9~B~Il~~i1r:e ~ C . ~1°d9~~~$e L' PERh1JIIT ' APPL~CAT6~~1 ~ , ~~~ R ED DEPT: ~6 PlANI~6ING ~ ~ Y b`4 BUiLD6NG _ ~ ~ Y PUBLIG VIIDRKB 0 PUBLIG UTILITIES V FIRE DST. Y 6a1 PU93LIC SAFETY 'w - ~ •APPROVAL v ~ REQUIRED AGENCY: RECEIVED BY: INITIAL' DATE w ~ Y 606 ^.E.P HUFSTETLER ¢~ ~ ~ 7f ~ S.J.RW.M. CARPER _ ~ '~f 6~1 ARMY CORPS of EI~G CARPER I- o Y 609 NGTELS ~ RESAURA6+6TS FiUFSTEfLER APPLtC~4TlO~d STA.TIJS ' CIRCLE CNE ~ SITE BUILDIN DA AP REVIEWED BY: INITIAL: DATE: ® 1ST REV ® ~ /~ /'1') i .~'r~ 3 PLANIdiNG . RUIlDi G ® ® 29VD REV PUBLIG WORKS PUBLIC UTIL9TIE5 FIRE DEPT. PUSLiG SAFETY . ® ® 3RD REV CITY OF ATLANTIC BEACH RQ_ •', i, 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 O V I I '~ ~'l OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 `~ J'~ BUILDING-DEPT~COAB.US \ ~`='~~'-.=/~ BUILDING PERMIT APPLICATION DUVAL COUNTY 1. JOB ADDRESS:.. 2. VALUATION OF WORK: 3. SO. FT. UNDER ROOF 4. LEGAL DESCRIPTION: 5. CLASS OF WORK: 6. USE OF STRUCTURE: ^ NEW BUILDING ^ DEMOLITION .^,. /RESIDENTIAL LOT _ BLOCK _ SUB DIVISION ^ ADDITION ^ CONVERTING USE 1J~COMMERCIAL L DESCRIPTK)N OF WORK: ^ ALTERATION ^ ACCESSORY BLDG. 8. FIRE SPRINKLER: C / ~ ^ REPAIR ^ P OL /SPA ^ YES ^ N/A ~' ~ 1 S /' M ~ r~I Mr1VF ~HFR r~I Nn 9. NAME: 15. CO A NAME: 23. COMPANY NAME: I~ ' ~ ' /~ , ~ (~s ~~ , 16. NAME ~ / ~'A ~~A~ ~ + i ~C' j ~ 24. LICENSEE NAME: ~f K ~V ~~`~" " ~. K~V Yt f 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: ~~ ~o~c 330~f~S fi ~ ~ ' ~ `S 16. ADDRESS: ~b ~ S ~~.~~ ~,~~~ U ;~ 28. ADDRESS: ~~LQ~rcl~xz.~l~t~~L 3~~33 ~1ac~~,o,~.~~l~C ~~~3~5 11.OFFICE PHONE: 12. FAX NO.: 19.OFFICE PHONE: 20. FAX NO.: 27.OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAI r4DD SS: 30. EMAIL ADDRESS: - , 1sS~` n.Ca/~1 FE MPL HOLE BONDING COMPANY: MORTGAGE LENDER: i~ 07HFR iHAN04VNER) 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 38. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and 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 commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AfFIDAVR - 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~1r WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. /~ OWNEtt or AG~ CONTRACTOR/? tlL9aent. Power of Att~n+ey ar Ag Readad) /1 c1 (QuallBer only) ~ ~ Signed: Date: 7'l l~o- Before me this day of ~,~„, 2007 in the county of Duval, State of Florida/has personal appeared herin by himself /herself and affirms that all statem is and declarations are true and accurate. ~ Not Public at Large, State of ~_, County of ~,~.] f~,-.~-_ Personally Known ^ Produced Identfica8on - Notary Signature: C- ~~~1DA - Commission #?~D607914 Ex~irE~; C~~,T. 23, 2010 COAB FORM BLDG01: flLE COPY c,S~~ 'Alit », ,:.4r~+".::..'vFr.~..l!"n+erB" axpr ::., , .,:: I~i ,MI'is ~_ day of State of Florida, has per 2007 in the county of herin by himself /herself and affirms thataN statements and deGaratbns are true and accurate. Not;~ry Public at Large, State of _~(____, County of '.l f~~t Personally Known ^ Produced Identification - Notary Signature: / 1 ~I/1 ~~ /~ /I f /it.IQ _ • Y.,S~~COMPLiANCE 'O'F~~~~A~1TIC BEACH SEE PERMTfS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. REVIEWED BY: DATE: .~ Off" ~~ r~~`''~'`'~~ CITY OF ATLANTIC BEACH ~. ~.~ ~t -x~ -' SIGN PERMIT APPLICATION ~, _~ Date: >~a rc~ (1 ~ ~ , a ©a z~ Job Address: 7j ~ ~~-~Q.y~~1 C ~ ~~~ Owner's Name: (~. U. Q, ~T n~~`~}l ~~ .~ ytr Address: .© (~~~•x ~3c`~ ~~~~~~~; ~Jnt~~ ,f-L ~:~~~3 Phone: ~~I ~ll~~ Legal Description: Block Number: Contractor: Address: Lot Number: Zoning District: State License Number: ~ ~~ Cx~r3d ~,~ ~"~ Phone: ~~~ C~~S - 3_~l•, Zip: air Fax: ~ (~~ f ~ ~a .S " ~~~~ *Electrical Contractor: ~e r~ ate ~ ~;~~ q~ I~(~ ~~~~n rtS ~~~ City: ~~~~Sbn i~( ~.I~ State Electric Permit Required? ~ Yes* ^ No Dimensions and total square footage of sign: ~ t Please provide two (2) copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of--ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all inf ation provided with this application ' rrect. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be providecj~s required. /~ Signature of Contractor: Date: ~ / / ~ { Q ~~~- 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.flus Page I Revised 1/30/03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: K- ~ t'\Y1 eMt" ~ ~ ti Mailing Address: J : c Phone: ~~~~L{2 j~_Fax: AS TO OWNER: Sworn to and subscribed before me this State of Florida, County of Duval NOTARY P[1BLIC-STATE OF FLORIDA ,.~",,,, T~~~rgo E. Marino ,,`• Commission # I7D607914 ' ' ExpixPs: "u'~;~1'. ,,?.3, 2010 BONDED THRU ATLAN"1.1C Bu.UING CO., INC. AS TO CONTRACTOR: E-Mail: _~ l'~/l S~c~L1~~~? day of ~~~ , 20~ ~~ Notary's Signature: [~ Personally known ^ Produced identification Type of identification produced Sworn to and subscribed before me this day of ~t~D--(!=1 ~ , 20~_ State of Florida, County of Duval NOTARY PLJRLIC-STATE OF FLORIDA M~:~xgo E. Marino ,~1,;' Commission # DD607914 '~~,, ,,,• E~;i':~";: OC:i: 23, 2010 BONDED THRU Pii'i.ANT1C BONDING CO., INC. Notary's Signature: personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/30103 ~Jl~ r i ~~~-~ ~~5~ L ~ Y, S LETTER OF AUTHORIZATION AFFIDAVIT To Whom It May Concern, This letter authorizes CNS SIGNS, INC. (or their Agents or Sub-Contractors) to act as Agent to secure permits or variances required by local governing body, and to perform sign and/or awning installations, removals, or maintenance at the property located at: X53 A~-la..}+'c. 31~~Q. q.~l~,.,l,'~ ~«.~.~. i=~ 3ZV33 Owner/Authorized Agent ~- ~~o* A~c~,,, Printed Name of Owner/Authorized Agent NOTARY State of Florida County of Duval ~~ `q G Sworn to and subscribed before a this day of , ZO ~ Y Sign of Notary * State of Florida ~j''~ . ~-'~-f/U-1 YJ l ~i L~LI. IS~''i 0.,1'~c'"1~f<.S Print 6r Type Commissioned Name of Notary Public Personally Known: [ ] Or Produced-I7de~ntification: [~ Type of Identification Produced: ~ L- _/J ~ Conuxtission Expires:__~7,~~ '/ l© N/NN/NNN C1~NTFpA IOUI>~cN......N"".,N' ~'NM OI106~Ni ~ ~ ~J010 NNH~quu~N~Nr .~Nq~1/ ~,~• t1 I yUl' 'l I y0'I' G rovr+n S D9'3T2y" E 157.15'(O~{ 1.,01' ~ yOT .~ Fourro +/z`Er. Nd CAP. tea' rwnTNi,'ESi 5 65'3TZY E 1g3.P0'OEED . $ 95'S7.'4t1 E 145.OZ COMPUTED ypq' 3 POVNO t,21.C. NO CM. n --- a5ov rncE Soo ,~~+<~'lNfT h _ - 1JI 1 t1 l ~. •..,. ;.. .. .. ~ I 1 , w N r.V ~,'s IV _ ` ~ .. 1 •70.30 ~ 13.70 )N UNE • { G.Ge' I i; 7' j - 0. ' -~ ~ -- I .~~ v cr ~~ f 11- ~ 1; i. n ~ :. •'"» a~ np n ~, tt r ~ r. 1 ~ ~ r .. ~ . . ~, n 51V000 PViIVINV 1 a ~,..~loa~, AI~i ~ N ~, 1/. ~~ ~~I ~ . i `., , r 1~~.Ct u R ~~ ~~. d.! ~~ .~ ~ ~, D.40 ' ~ F: _._. .. 111A.oti O --I ~" - `!+ ~, ON UNE t ~ 1 ~I ~~ .. FQUNV NAIL 7 ' . ~ , ,{,~ L£, k 0157( LO.d + ~~:+ A.. ~ ._ _ ._.._ .--. ._ -' ((~ f: - •._--4 N o 3.3TNOnnlvr[s , ai , ,~ 5'43, N ~2. ~ 7, S }y .:~ {;.,, •.~(` -_-_'-1 ?5. 4p" ~ D J.' '1.5 ..~ 1J,a~ ~D~CO)~C E ~ ~ •. {Y ' ~ .2.49.19 `D~IEED .. --' ~ .. , '. -: . •. _:..._• t \,' seT NNE k . - PU7rU .. • • , __`--'- ~ ,~ y•,• FOUND NNE 4 ~,~ i ~ , ~ ~ I 1 eoa>, 700 0 1 f h~,} VISK LI1.a7SS 7 WOVD nUlUJ1t1 1 a '. : ' ~ {~ S.SG'tIVRTIiYfEST ,y, .., ~~> 1'. , b ` • SCT NAIL k w ^Y ~ x ~Nd b Pl6 1 ~ti~ -_"~ ; o~ .2855"c} ...; •_ • ; .;'~ .. . 105.17•.D C) ..• ~. fr~T. 1 aea•.. .' ~ •,~-:~.. ..'l'. N Jy pu ~~}~ • _ f79'1:5'SO"• Nf . ' ' •' t ~, .,•--~';~ . ' . n'J4•zs' SEr Mnn a< ~ 3 oz~z'0s [ ':--:~-i r0ur+u ~+r+ll. ~ u151< ~~ N 0V 4I~.2~' W' ~ ~~ _,,~..._.•. 117.55' VISI{ LU.G7G5 ab.Qn. .~-~; ' (~ t 55,05' S.bi'NUR111N'EST .. ;'~, .:_~. '-_-{i U. 11. V. 3144 PAGE JOO ...~I ~,.•' ._-, ~,.~r ~ . o.n.v, o3z4 Pnc>: aoa ~~~•fjl ;q t . ,~.' • ..• ~ P A- ~, • . ~. ' • .C SET. ,n;f .. ~ , , :,f ~ !'~lp.~ YGit~• gip' .j~, , , ' 4 1 a i `• • : ". ~,;~, (~G~~It-- • (or~~~. /] 1~~" moo 1~~ -'' ,'~3~1!i: ~-`-t. • • };ice,. ' ~r1"/~1 ~~~~ ~ O.C1 ~ •• T"r b .. ~1171~ W . .'t•:.. '•. roh ---. ~~ r~ ~;'.. ..~. e t .. ~1 ~ t . P.d.B, PARCEL 1 o ~PZ PIPE ~~j,"1} ' ' ,ly,~~~"; ,~~ . ~.~ 4; ~~ .~---- . .. •.~.•.:.-..~:-. FVVNV A-CUT. .___--~-- s 5 09'Z6'O4"W ID4.4I' DECO S 89'13'60"W ~ ~~L~~r~~~ (~ o o'R/W) • .BO SLR vAR s )mph =C 'RIATE L NOT BE 'ROVED )UNTIL SIN -IGHTF 24"x 10'0" S ''ED BY THIS DESIGN AND DRAWING SHOWN IS THE PROPERTY OF CNS SIGNS, INC. "DRIES ~ NO TRANSMITTAL OR DISCLOSURE SHALL BE MADE TO ANY PERSON, FIRM, OR CORPORATION WITHOUT PRIOR WRITTEN APPROVAL. ARK ;E wires 263 South Edgewood Ave. (904) 425-3363 .CODE ~~~~~ ~~~ S~~S Jacksonville, FL fax (904) 425-4946 20' store front. THE COMBUSTIBILITY TEST DATA FOR 1/8" THICK SHEET IS: SELF-IGNITION TEMPERATURE AS MEASURED BY ASTM D-1929 IS GREATER THAN 820 DEG.F, R CHES p S NO M R MINUTE, AND THE SMOKE DENSITY AS MEASURED BY ASTM-2843 RE THAN 5%. 5" VARIES M-1 ~~ M-2 ~~- ~ i M-13 M-11 I M-3 + I + ~~ M-8 - - ~-._ gip.. ~ - '! _ -, M-4 - i~_.~ til ~ ~ - r' -.~ _ ~ ~ ~n~ '9 ._ ~ ~ - ~_ ~-,.~ ~ ~,-~ ~- M-S ~ - u, ~,; ~, I ~, r}4~ I ~ ~ i r, M-6 ~ v , M-10 M-12 ~ .- .~ M-7 -- --- 3 LETTER SECTION SCALE: N.T.S. MATERIAL DESCRIPTION M1 .040 ALUMINUM RETURNS PAINTED BLACK EXTERIOR FINISH. M2 1" RED JEWELITE TRIM CAP M3 3/16" WHITE PLEXI GLASS FACES. .050 ALUMINUM BACKS. M4 15 MM RED NEON TUBING. MS DOUBLE BACK ELECTRODES WITH U.L. APPROVED ELECTRODE BOOTS AND 15,000 VOLT GTO WIRE. M6 STANDARD 1.75"G1A55 NEON TUBE SUPPORTS. M7 1/4"WEEP HOLES AS REQUIRED. M8 TRANSFORMER BOX M10 30ma TRANSFORMERS (SIZES TO BE DETERMINED WITH NEON FOOTAGE). M11 SERVICE DISCONNECT SWITCH. M12 PRIMARY WIRE FEED SUPPLIED BY OTHERS. M13 M 14 #10 x 1"TEK SCREWS TO ATTACH TO RACEWAY MIN. (6) PER LETTER. t~2CC~JVNf-ATTN:ELECTRIC]Al~1S CIRCUITS REQUIRED NEW UL 2161 C;F.P. SIGNTRANSFCRMER U RECD RE THAT ALL Cl RCU TS MJST HAVE TO B E ® CELICATEDHDf, NEUTRAL, C~2C~D DETERMINED TERMNATiNGATPAT~FL (120 VOLT) REQUIRED SICJ`1M.bTBEC3iCU~IDINCCIvPIJM1CEIMTH ARTICLE 600 CF Tlf NATiCNAL ELECTRIC CCT:E I OB: MALL: LOC.: SPACE #: DATE: BY: SCALE: SQ FT.: COMPLIES WITH: F BC 2004 WIND SPEED =1 ~ WIND EXPOSURE APPROVED AS SUBMITTED APPROVED AS NOTED RETURNED FOR CORRECTIONS SIGNED PLEASE INSPECT THIS DRAWING & CHECK APPRi BOXES, SIGN, & FAX BACK A COPY. CNS SIGNS N RESPONSIBLE FOR ERRORS UNDETECTED BUT A BY THE CLIENT. PRODUCTION CAN NOT PROCE DRAWING HAS BEEN SIGNED & RETURNED. DEL/ RETURNING PROOF WILL AFFECT SHIP DATES. THIS PRODUCT IS LI. ETL TESTING LABOR AND BEARS THE ! INSTALL IN ACCORDA THE NATIONAL ELECTR Q ~~ E+ 0 0 Vl 0 N J CO H ~ J C ~ G M ~ ~ W / YJ~ m0 J U 4Zp~z Q I I a ~ a 0 y M ~3aW~ ~ QzS~oW ~~ ~ Yv~iOa Ewa O W'^"'~Z~ UWz~ ~ ~ W w ~ o° ~G _! ~ ~ t./1 w o k G z zz a -Za ~ 0 W a ~ ~ ~ v 0 ~ ~ ~ o ~ o U z z m o o ~ V mwoz '-"a~~~~ O U ~ ~ ~ ¢ < ~ QQ ~ua.OamQ G LL w ~ ~ '~W2aa K a ~ 6 J Z~mUl7Z °a as rii ~ a D wviZW?~ W '^ ox3 a a ~ w ~ w ~~^ ~ a JOW>mW ~ O amamOs Ow h ~ 2Z V y J [O zN v ~ t7 m IL ~ N ~ ~ ~ N ~ N g NW y Q Z J ~ p h H Q m ~ l„ ~- U ~ WW ° M~ ~ ~l . o tn~ _7 \ ~ ~ ~z 0 ~w E"'~ C.7 O r X I N M ~ ~ as c ~ y~~ M LL ~ Y Z 2 ~ O~ M W> a a~~ ~ ~ ~ o Z •• .. cw~ x ~~~ m ~ Imo > ~a a N 5 .~ aw° ° ~~o Z~~ ~ ~ ~ c o~ ~ ~°~ W m ~~a = - Z ~ ~ ++ r+ N~ o O °o ~ Y N ,~~p YII y (/~ H W oaY ~O W~~ QC J W p~ ~s~ oW GZy~ Q~ Cym ZO 6 W ~ ~ =J< yw ~~ z~ ry ~"~ = ~ Z d ~ ~ + ~"' ' .. i v O Z k 7 w F Y V ~ ~ QW ~ mZo . W o m w 3 ~ ~~N . ¢ ~ ~ ~ ? ~ a X ? ~ ~ ? ~ C O v O ~ Y ./1~ ~, r~'~'~'' ~'~, C~T~Y QF A'TT.~'''ITC BEACS ~~ ~~ BTTII,DING 17®NIl~TG DEPAR7CiViEl~['i' >300 Seavnale Rnes2 ~ ~'~=~_ :.: .r Atlaatia Bcacla. F~nr3da 32233 y,1il~ r (904) 247-800 . (904) 247 5845 Fag _ 'www.caabns APPL1Ci~TtON TRAGt~t1dG FORM ~ ~~ Property Address: ~~_ APPliCan>r ~ ~ . Project: PERMIT ' APPLICATION # ~V • 1]I "D DEPT: N PLNG ~ z Y Pd BUH.DING ~ Y PUSUGVHDR.KS ~ PUBUC UTILITIES Y FIRE DFPT. Y I~} PUBUC SAFI_Tf •w ~ •APPRdVAL v REQUIRED AGENCY: REC>=NED BY: INITIAL' DATE o w ~ Y N O.EP HUFS'i~'Z1.ER ~ Y N S.J.R.W.M. CARPER, a Y N ARMY f~RPS of ENG ~RP~ o Y li H(3 tE1.S & R~E~~I~IJRAI+EFS HI:IFSTEi1-ER . APpC.ICATiON STATUS _ CIRCLE ONE SITE BUILDING ^A AP BY: lNITIAI: DATE: p ^ ,ST Rev ^ ~ ~ 5 05"0 ~ . LAftN1N UlLDiNG ~ ^ 2DfD REV ~ ~ ' B PUBLIC WORKS PUBUC UT'1L.TilES l;1RE DEPT. . PUSLiC SAFETY . ® n 3RD REt! ® ® ' .i.-a ~~ ~ -r _ ~~ CITY OF ATLANTIC BEACH 80Q g~NOLE ROAD, ATLAMIC BEACH. FL 322:13 OFFICE: (9Q4)?47-5828 ~ FAX NO.:(904pL475845 aUM.D W f3~DEPr®COAB.t1S Ru1LDINt~ PERMIT APPLICATION __. _-t DUVAL COUNTY f. roe z.vArtu-TtoN of woRtc: 3. so. FT. LMiDERttOOF 7 5 3 ~ Ic~,~r~-r` ~ , ..~ ~ l `6` Ott , ~=} 4. DPTION: 5. clAas of wot:jK; B. USE OF 8'fRUC7iJFtE: o v LDT_ eLOCx„sue orv/sloN O ADDITION O CoNVERTUIG usE 7, OF YyOFiKk ^ ALTERATION ^ ACCESeORY BLDG. a fitiE SPR11~44.~ ^ REPAIR ,O 1 SPA ^ YES ©N/A aac>Pt:I:Tr tit: nRClttr~crrerl t~R; 9. NAME: 15. NAME: _.,_. 23. COGAPANY NAME: `CgS~ :.~..vt ' n 18. NAt~,~' / ,r~ 24. LICENSEE NAME: ( 1~ ~ ( Vt ru ~ 4`~"i t~s ~ P t' '~1 i"J ~^y Y1t' ~ ~ rl l 4 , . ~ „ C - t . , t .~4,c ~ V 10. ADDRESS: 17. STATE ~ Fl~tiDA LK NO.: . t} •- 25. STATE ~ FLORIDA tJCENSE NO.: ~~ ~a ~ ~ ~4 ~s P © tX- ` y ~ x ~ t ,8. ADDRE38: ~ 28. ADDRESS: 1f. OFFICE PHONE 12 FAX NO.: f9.OFFICE PHONE: _ 26ryFAX NO.: (~ 27.OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 21. CELL PI10NE: 29. CELL PHONE f4. EM1UL ADDRESS: 30. EMAa. ADDRESS: /~~~ ~ ~S '~ ~ , A..~ f~~t FEE'StIYiPLETftLE a1H~e zluw oA1+Ea! BOtiDMG COMPANY: IYfOR7GAGE LENDER: 34. NAME: 33. NAME:. 35. NAME 32. ADDRESS 34. ADDRESS: 38. ADDRESS: Application iS hereby made tD Obtaui a pernit t0 do UNa vVOrk 8rtd inStapabOnS ~ irirfigtBd. l 0@Ififj! 1118t n0 wrxk or utstaMatiOn (tab corxnerlced prior to the issuance of a permit and that a9 work wB be performed to meet the standards of all laws regulating txxtstruction in tins ]utisdictiort. This permit becomes rtldl and void if work is not cprurtertced within six (t3) montiu, or if corlstructiort or work is suspended ar abandoned for a period of six (t3) morttits at any tune attar work is corm>er~ad. !understand that separate permits must be waxed for Efectrlca! Work, Plutit ' Slgns, Wells, Pools, Futrtac~, Boilers, Heaters, Tanks, Air Condi{ioners, etc. ONVNEiit'S AFF{AAVIT-1 atrrtify that aq ttte foregoing ulforrrteltiorl ~ aaxuate and that aB work wiq be done in compfianoe wilt a8 appRceble laws regulating constrtidiort and 2)Of1~1g. I will not occupy or use the referenced twifding or arty part them unfit aU &ispectiats are firtated and prior b obtair-ing a oertiticaie of ocatparrcy ~ corrptetion issued by the building official, as required by taw. ~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR iMPROYEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGE ` CONTRACTOR Power ar « Raqukedi (Ot~dii5er Only) Signed: Date- ~' ~ ~~ signed: Date: ~ ._ 8etore m4 tlda ~,.,~ day d _ . 2007 h tfie oourlty d Before s ~ day d 2007 (n the oauMy d Duvet. Stale d Fbride. Flea appeared Duval. State d Fiorfda. has person red H~ by hirmeff/ rerseitar>d affe,rw that ~ scatem ana decl e -auo ns ma i>erin by Himself, tlerseff ana atnrlrls ttlat ao laments wId dadarations are tole arxi accurate. ~ ~ > a~rala. - 1 -~~!u-,~-4-- ~ , ~ ',v(•°7.~ry Public at Large, Stated ~l_ .County of P ~ N Public at large, State of County of ~' L ~.,L.~ «aanab Known Q ProAUCed ideMMicaYOn - Pwaane8y IV~own ^ Produced Wen8fica8on Notary Signature: A .. •. Notary signature: j > =Commission..#DD6079I4 '•.,,,,,,,,•~' Expires: QCT. 23, 2010 BONDED THRU ATIAA't7C gG~'DING CO., INC. COAB FORM BLDC~1: REVISED:1n01R008 ~,, ,~..,, 1Va~go E. Marino Commission # DD607914 "~•,,~ Expires: OCF. 23, 2010 BONDED THRU A17AN'tTG BONDING CO., INC. ~:;': (` ~ ~'t CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: t~~.Ci~r`~~ •~{ :~~'~- `- Job Address: 75 ~ ~~ ~ ~-~ ~~ ~" ~ ~- ~ ~ ~'~ Owner's Name: ~ ' _~ -~- Address: ~~.U,_~ t~~x: ~~ ~a~~ ~-f=-f`~ ~-~~c' ~t+~r 1~ r>r;.c~~ r{--` )~~i Phone: ~~fl ~l15 1 Legal Description: Block Number: Lot Number: Zoning District: P ~ -~ ~ - ~ r State License Number: ~ c5c~i~ ~ t~ Contractor: (` ~ ~ ~~ ~ c~~~ w ~~:t.tt ~= ' ` ~ ~ _ ' Address: ~ ; ~ ; ~ ; ~ 1, ,,~ ~ Phone: ~~'~' 'T`~ - ~`~~, '~ Ci <~. ti;~ , 3 = ~~_ '-~ State: _}~_ Zip: ~ ~ ~~~~ Fax: 1~ ~_ ~~ `, `" L~.~ ~ ~--- ty: _ .., Electric Permit Required? [~', Yes* ^ No *Electrical Contractor: }~..~n~_~i ~~~~`~1~-C flj ~~ rtS ~~~ Dimensions and total square footage of sign: ~ ~ ~ ~(~ f = ~~ Please provide two (2) copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all inf ation provided with this application ' nett. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a pennit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be providecj~As required. ~~ Signature of Contractor: Date: 800 Seminole Road • Atlantic Beach, Florida 32233-54E5 Phone: (904) 247-5800 • Fag: (904) 247-5845 • 6ttp://www.ci.atlantic-beach.fl.ns Paget Revised 1/30103 Address and oorrtact information of Person to receive all correspondence regarding this application (please print). Name: Mailing Address: ,- ~ . ?, Phone: ~r~~-i~~ ~~.- ~ Fax: &Mail: > v,~,> (fir i ~'~ n ~;Cr r, fi, r1~~ i11 AS TO OWNER: Sworn to and subscribed before me this _ +~ _ day of ~ D ~ F ~ ' 20~ State bf Florida, County of Duval NOTARY PUBLIC-STATE OF FLORIDA ~,,..".,, Fargo E. Marino Commission # DD607914 ~'••,,,, ,,.. Expires: E?C.1: 23, 2010 BONDED 7'FIItU 1U1AN71C Bvt:DING CO., INC. AS TO CONTRACTOR: ,. ;Vj~ ~,' Notary's Signature: [/~ Personally known ^ Produced identification Type of identification produced Sworn to and subscn`bed before me this ~ day of ~ (}~ i , ZO~i -• State of Florida, County of Duval NOTARY PUBLIC-STATE OF FLORIDA °,,,~~ ~,~argo E. Marino Commission # DDb07914 ~'•~..,,,..•'~ Exp;.eC: OC'% 23, 2010 BONDED THRU ATiA~TIC BDtiDING CO., INC. Page 2 Notary's Signature: ~ 1 personally known ^ Produced identification Type of identification produced 800 Seminole Road • ANantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.ns Revised 1/30!03 LETTER OF AUTHORIZATION AFFIDAVIT To Whom It May Concern, This letter authorizes CNS SIGNS, INC. (or their Agents or Sub-Contractors} to act as Agent to secure permits or variances required by local governing body, and to perform sign and/or awning installations, removals, or maintenance at the property located at: ~S3 ~~-lw,}~'~. 3tV~. d:~ta.,fi•~ ~t3«~ r=~ 3za33 ~~. ~_ _7 OwnerlAuthorized Agent ,~a- ~~~~- Att~,., Printed Name of Owner/Authorized Agent NOTARY State of Florida County of Dnval , f Y ~ _ ~ Sworn to and subscribed before this ` day of ~ ~'~-t.~ ~ , 2p {~ , ~, ~; ~ ~ L Sign of Notary * State of Florida ' ~, / Print r Type Commissioned Name of Notary Public Personally Known: [ ] Qr Produced Identifcation: ~~ Type of Identification Produced: _ ~ L' . ~ ~- Commission Expires:__ ~~~~ ` ( lG~ ~D0060~M~ !~!~~~'pp~_'"'~"»~010 IHH~fNfNN~N~~~~1 i ~ x.:~ s Lo,r .x Lo ~~,T. , ~ uo cNlh I.P. • T,U ~~ r LU T ~ ~ `~ ° lies.` __________- NDRtN~ss tl~~'37. Z.7. E 140.Q0'DEEU z+~ `` ,~~ 52•AO [ 145.02 C061PUTED LD fi7]DlA A+` 137.1 J (D Gf $ .. ~ ; ' K ---T NDRTyEnsx 5 O'f'37'7. E .. w~ ,>~•, , 7~ r K .Iht .. ~ ,n:'7 11 r'1' .. yl 1 ~ .. ... . 5oa jUr4~~1~ h ~ ~. N + _ 9{ ~~,c -"_~' •___~~__ ~ ~ }j7p ` N Uhi: •...~- ,_ u ~' •' ~ .. 1~ ft - -----_ ' ..; ~ ----"_"-___ ~ . ~ slvcco rvnu4Np '~~,, . ,~ ~ ~+,'•~ ~ _. N to `, t ~, , ~,, ."+ ~ ,~ t~ •'7 ~ t ~d ~1~f In tP ~ ~ ~.''~ ; Ill fT+ ~ .I.+:. ~, y~ p. }'. ~ ,. o v pN i,Ir1E p . L . • r ~ N .OZ'52'OS" ty, ta4.3G•(0)(C). .---t-- ~ L N/• M t. 3 :u rgUN yD.6~v5 ~ N~ 02';4.f)'. 3: '.ty.. , . ,.. 25 .0 `DCED ,.~~ ~~ .. 7S 25,0p8~g0~E~ .• ,' ',, '. __ r.~•:, '~ ;~;D• ~:.,. ~.---~4~ Of5K' •.' • '~~• ' ~ ~Qp DU11U~r{Q j t O1 1 4 ~ 1 1 ~ ~ 't " ,~ '~ k ~y bats .. ~ '~_.r: ~. 1 15'51 • ~ 0!D' ..---~". FDUIW NnN. +'' ~-~-s-,-.r~1"~'"1 ~ , ~3 ~i~ ,~.r;"Y';' ~. ,.~-~~'^: ,. 1715K 1.14.67RD 5T _ C ''. ' ' .. "~ ].5D N01ixNNC ~ Y .~,~„~."--~5: t. ,D, ~ , :ry' ..s-~'" ..~~-~ t` SCx Nn0. Mt pl . ~ . , 01'72'0]' C 1i SIp'Ai 2~ y._rr n~ 1 ' pISK29r~5`G~ .-.-•'r",~~. ~ D~3'1~';70~~; ~ ea.uti o5dtl r'~-...---'~.1, -.~-;. ~'' .pvl+v iliaL s n15+i T00 ~ ' t,1 +~~ ,,x'i (. • .1", .. . r4 ];>;s r r7'+s 3T ~~ p~GG ~~ Do 't::~~~`r.'1 ~ {- 1 p151t Lp• ~ A Pn' ,„ n p • ` 4YJ.59 ].et•NDRIH'NF•5x D.R.Y. D]2 .: I.• ».a5 t1.1~• Y THE COMBUSTIBILITY TEST DATA FOR 1/8" THICK SHEET IS: SELF-IGNITION TEMPERATURE AS MEASURED BY ASTM D-19291S GREATER THAN 820 DEG.F, p CHES p S NO A MINUTE, AND THE SMOKE DENSITY AS MEASURED BY ASTM-2843 I RE THAN 5%. VARIES M-1 -- ~, ' ` ! -1 M-2 ----+~~-,°°- M 3 M-11 M-3 'I, M-8 L__ _.. ---- ~ 6 1 _ " ~ F r - ~9 _ ' ~ ~ _~ ~ M-4 -r [~ t, ~ r-_ , _ _ ~ ~~~ ~.~ ,..rY~C M-5 ~---~-r M-6 ti_.i M-10 M-12 ~f,~ _ - M-7 -- -~ ~_ETTER SECTION ~ SCALE: N.T.S. MATERIAL DESCRIPTION M1 .040 ALUMINUM RETURNS PAINTED BLACK EXTERIOR FINISH. M2 1" RED JEWELITE TRIM CAP M3 3/16" WHITE PLEXI GLASS FACES. .050 ALUMINUM BACKS. M4 15 MM RED NEON TUBING. MS DOUBLE BACK ELECTRODES WITH U.L. APPROVED ELECTRODE 600TS AND 15,000 VOLT GTO WIRE. M6 STANDARD 1.75"GLASS NEON TUBE SUPPORTS. M7 1/4"WEEP HOLES AS REQUIRED. M8 TRANSFORMER BOX M10 30ma TRANSFORMERS (SIZES TO BE DETERMINED WITH NEON FOOTAGE). M11 SERVICE DISCONNECT SWITCH. M12 PRIMARY WIRE FEED SUPPLIED BY OTHERS. M13 M 14 #10 x 1"TEK SCREWS TO ATTACH TO RACEWAY MIN. (6) PER LETTER. LRCM- ATTI~t ELEClRIC1Af~l5 CIRCUITS REQUIRED NEWl,L2161 GF.P. SIGNTT2Af~LSFCRM3i RECIJ RE TH4T All C1 RCU TS ML5T HAVE TO B E ® CEI~CAlIDHl7C NEUTRAL, GRCUt~D DETERMINED TERMNATINGATPAf~FI._ (120 VOLT) REQUIRED SIGNM15T8EGiCl~C£DINCC7vPlJANCEWITH ARTICLE 600 CF TT-E NATI 6_EClltl CCCE M COMPLIES WITH: FBC 2004 WIND SPEED =1 WIND EXPOSURE APPROVED AS SUBMITTED APPROVED AS NOTED RETURNED FOR CORRECTIONS SIGNED DATED_ PLEASE INSPECT THIS DRAWING & CHECK APPR BOXES, SIGN, & FAX BACK A COPY. CNS SIGNS V1 RESPONSIBLE FOR ERRORS UNDETECTED BUT A BY THE CLIENT. PRODUCTION CAN NOT PROCE DRAWING HAS BEEN SIGNED & RETURNED. DELI RETURNING PROOF WILL AFFECT_ CHIP DAT c pURN~ Mld ZON~q DrpsA~t LOC.: THIS PRODUCT IS L ETL TESTING LABOi AND BEARS THE mph =C PRIATE ~L NOT BE PROVED '~ UNTIL 'S IN U ;IGHTF 24"x 10'0" S THIS DESIGN AND DRAWING SHOWN IS THE PROPERN OF CNS SIGMS. IMC. QED BY NO TRANSMITTAL OR DISCLOSURE SHALL BE MADE TO ANY PERSON, FIRM, TORIES OR CORPORATION WITHOUT PRIOR WRITTEN APPROVAL, ARK CE WITH 263 South Edgewood Ave. (904) 425-3363 CODE ~~~~®~ ~~ ~ ~~~~ Jacksonville, FL fax (904) 425-4946 20' store front