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Beachcomber Trail 2328 PROPOSED RESIDENCE F 0 i , M i B F--' T.TY-------PO L AND T UNI IT 1 - AN WALK SUB - DIVISION SIDEWALK REQUIRED APP OVED 5 EP 1 198T OCEA N KASSOCIATION,I(V� PQ ppj�PN�1CRt� a By _ Rgs3� 2- 3z 9 EAr-q<�oly\ DES/G"NED & DRAWN N B Y W, A . f/A C E Y CO" TRAC 7-,,3R . > LPL.IN _ _BL//L DE-R-5, ML SEP Pit; i NO TC- Dv,� T(' (C- PR()POL 7-/ON D/STOP' 7-/ON D IUO I SCALE ,='LAAIS A L L All A '''r /A L /s To A-5 F' O V 105*D Jc—e-j ' /N TN,E Cr-)1V 7',4 C T _5PF- C/i/CA : -14),/1AS, i 39 4- i PAT1Lr, m J h ; 17-fir' 1-0 15 llaDR 'j7477ZZ//z- 1-177, + r� F-07% -Tub t, /f/ T ! I Com" STEP i 4" CURE I I i LOND aEA V, 1h1Cn I (WALLS, (TY P.) ! f ( SLOPE 1" 5_O" PORCH { ( ' DOWN 1 Z" .20,_4!1 L„ S C D PE i !f , Tz o , FD U { QA T i OIN rti PRF- -FA 15 . F--3040 5I-t 'MePLACE 2 - 304J 5H 1 i I PATIO I ( C . 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TR�JS S I Z)( Il P L AT E VV/ NURlCA�iE CLIA ON r )12'' C YR 130Aiia ON ! s 3 - I rz" BAS ' IrauL ;s �cl� z I" INSULATION BOARD R- Mo 1 /Z" L Y P OA'?,D JN 7/9 ST U G ca ZX 4" 3TU0S @_ 1to" Cl• ! - 24 PT 2X4- PT SECURE �N/ 4'' C D N C R ET E S LA C3 MATH h4 ----------. ---- ----._—____ ' I/2" x S" A.F�, 7 Z." 4.0, >a"�f�" x t 0/ t Q WIRE t'•!tE Sh{ � _ � � C09 r W/ Co MIL VAPOR BAKRIER TH I C tC E EBF D AS SPECIFIED I lt 4• L E 4' DC S L AS VJ/ 2 -44'S CONT" 5TD CONCRETE BLOCK 11_411 - S11 CONT- FOOT - :D., 's OWT, INTI KIDR, THMINC-) 'WALL WWD FRW - STUCCO , .S LAB 3/411 - I'-o" i C E DD R T R 1 M ( T 'f O ( 'BACK ELEVATION NOTE : SWIAGLE.S N%Z) S1D1NG AS SPECIF1Cl7 f � � r :y i 1} Ilk LEFT ELEVATION CITY OF ATLANTIC BEACH ts 800 SEMINOLE ROAD a ATLANTIC BEACH,FL 32233 ' INSPECTION PHONE LINE 247-5826 Application Number . . . . 10-00000589 Date 5/10/10 Property Address . . . . . . 2328 BEACHCOMBER TR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------- Application desc circuit for heat/replace breaker --------------------------------------------------- Owner Contractor - ------------------------ ----------------------- ALLIGOOD CHARLES EDWARD R & R ELECTRIC COMPANY 2328 BEACHCOMBER TRAIL P.O. BOX 60665 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 (904) 768-6166 ----------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee 67 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 0 Expiration Date . . 11/06/10 -------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION y CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDRESS: 2328 Beachcomer Trail PERMIT# NEW SERVICE ❑Overhead ❑ Underground ❑Underground up Pole ❑Residential(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Meters ❑Commercial(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: I # circuits @ I(7 kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans &Fire Alarm Checklist) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG VOther: Circuit for heat, Replace breaker for a/c Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. ood Phone Number 626-0083 Ed Alli Property Owners Name g Electrical Company R & R Electric of North Fl, Inc Office Phone 764-5555 Fax 768-8240 Co.Address: P.O. Box 60665 City Jacksonville State=FI Zip_a22_16_--U' License Holder(Print): Robert A. Sallett Jr tate Certification/Registration# E00001318 Notarized Signature of License Holder L H/ o,pPv FU@�OKATHY L ANSI,EY Sworn and subscribed before me 's day of 20 , z * MY COMMISSION#DD 719607 * EXPIRES:May 2012012 �lgTFOF F��\OP Bonded Tft Budget NotM Services Signature of Notary Public ti CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001479 Date 10/30/08 Property Address . . . . . . 2328 BEACHCOMBER TR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc PTAC unit install remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALLIGOOD BRISK AIR HEATING & COOLING 2328 BEACHCOMBER TRAIL 4626 WASSAIL DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 880-8481 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 63 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/28/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63 . 00 63 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 63 . 00 63 , 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH I: 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 .� "oil fir' Application Number . . . . . 08-00001212 Date 10/10/08 Property Address . . . . . . 2328 BEACHCOMBER TR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 ---------------------------------------------------------------------------- Application desc ROOM ADDITION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALLIGOOD STONEBRIDGE CONSTRUCTION 2328 BEACHCOMBER TRAIL 12550 AGATITE RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 545-6458 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/08/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: —/0-0 � Property Address: �c�� P—Ce C �� M -Q/\- Owner: n d �j j-4- Co �- c� c Telephone#: Contractor: 0� ) - Ota • � � • Telephone#• 0/,g0-I(a(v 5 Contractor Address: C42)U1 1,ci Pr't- 00, Fax#: a-6o—1 W^ In consideration of permit given for doing the workas 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. Building: Building Type: 0 Trailer Service: If other construction is O New ><Residence O. Temp. ❑ New being done on this building 0 1 d O Commercial Cl Signs ❑ Increase Orsite,iistthe.building Permit number:. O Re-wire ❑ Addition Sq.Ft. v Repair ©c' _ /�J Conductor Size: AMPS: COPPER ALUMINUM a Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed o 100 AMPS OVER BELL A liances TRANSFER. Air H.P.RATING UP.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous bi, r e-, lor- a: 41 resca.-Xa 2 3: 's4"4ck'.. , R 4c--p+ /to /ex 800 Seminole Road•Atlantic Beach,Florida.32233-5445 Phone: (904)247-5800. Faz: (904)247-5845. http://www.cLadantic-beach.fl.us.. // CITY OF ATLANTIC BEACH -08-■A'R_ P7 ( 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I I ( I ! t.� OFFICE:(904)247-5828•FAX NO.:(904)247-5845 BUILDING-DEPTQCOAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.1S'THIS A SUB PERMIT: 3.DATE: p�3.p S'� aS PERMIT PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 8,PHONE: MECHANICAL CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: i nsk Air H-CObyl A Coo lint C, P-o. &X509a4 jacts,onvitto T:i-u 3z24 l 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: cG1 ly4l'Z- oW-$3$- 35 3 q6q-Zg$-Ol`to 12.EMAIL ADDRE 13.OFFICE PHONE: 14. ris r hc0-mSn.Car►'I 9v�(-8 KU- B4$ 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.SURMING: 17.SERVICE: 18.CURRENT CODE: O NEW INSTALLATION O NEW PMESIDENTIAL ❑'O6 FLORIDA BUILDING CODE- C]REPLACEMENT OF EXISTING SYSTEM I§(EXISTING 0 COMMERCIAL MECHANICAL Jct ALTERATION/ADDITION TO EXIST SYSTEM 0 REPAIR 11 OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19.HEAT: ❑SPACE ❑RECESSED ❑CENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: ROOM ❑CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR. MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL ❑PIPING 29.GAS PIPING: #I OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: 31.COOLING EQUNT: AIR CONDITIONING R FRIGERATION EQUIPMENT, OND N RS ETC_ NUMBER APPROVING OF UNITS DESCRIPTION MODELS MANUFACTURER TONS AGENCY 64o�bCTc C�Nt�tEi2 3/ qusr W T9YP,S-)i7C* 32.HEATING EQUIPMENT: FURNACES B ILE S FIREPLACE&AIR NDLERS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.TANKS: APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL AGENCY I - COAG FORM BLDG04:REVISED,1110r200B CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 06-00031979 Date 1/12/06 Property Address . . . . . . 2328 BEACHCOMBER TR Tenant nbr, name . . . . . . INSTALL CU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- ALLIGOOD, ED OCEAN STATE HEAT & AIR 2328 BEACHCOMBER TRAIL 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 59 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 59 . 00 59 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 59 . 00 59 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. k BUILDING OFFICIAL yJ,�flr� r f CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: Owner: Telephone #: 64411- M 99 Contractor: Q� n 46)=L e- �C�' Telephone #: Contractor Address: 14-7(,alLn[(A,�c _ �1� _ Fax#:FQQ-9Qy,9 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice fisted therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: sr"Ei,ctric 11P ❑ Gas: LP _Natural (LCsentrat Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 4eat _Space _Recessed Central ^Floor Z"-Residential VAir Conditioning: _Room oXentral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm :I Fire Sprinklers:Number of Heads ❑ Existing Building ❑ 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 ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPNLENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Manufacturer BTU's Agency FMD TANKS Nominal Capacity Type Liquid Serial _ Approving How Ntanv &Dimensions Contained Manufacturer No, Agency 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904) 247-5845 - http:!/www.ei.atiantic-beaeh.fl.us AP 44241 MAP SHOWING SURVEY OF IAT 34, OCEANWALK UNIT ONE, AS RECORDED IN PKAT BOOK 42, PAGES I., 1A, 1B, 1C, 1D, 1F AND 1F OF THE CURRENT PUBLIC RECORDS OF DWAL COUNTY, FLORIDA. 0 o/• 'S8' 3 9 �7 0 A N E45EMEiV Fa.tng4f4W, t/riL/T/E5*Sf eyr4+/' OLD t } � i ,b�► t `� ° ea,��dt �ppb � 1L�� t r-- '0w r ✓r'Y. •.weirr�r.*p /�,� Aur. - t , •R�nA sfavfv�irra• , a dp �� I G� �g ✓CRT.C'IL A47LN� A' c. • zem I19C1+1�1D Jy AV�Cr17 sUb �7 8" t-----_..� dot r:� :.• .a..ivPW po orc 00 Rk'MS�O OA-rd+r9a4 Iva aQ 1 a . / ,Ci�lb" 6✓ iG.Qr . i W sc-y�e � ��•�=� .02'33'29..E y'w�i�! •xezd u —j'� cowff3ER TR /sE.�Cf1 50� As�eLl� o .eE✓AsED -'10LY 6 198'7 � 5s,6v4.1 Azwo;,&.TED ,�x.'Z>& /CC'- ,PEGSf/�c�CE"L� Jvc. /3 /M7 710 s�o vv �ZEY.4 ridl.sJ I HKR[sY CERTIFY TO: CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001212 Date 9/22/08 Property Address . . . . . . 2328 BEACHCOMBER TR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 ------------------------------------------------------------- Application desc ROOM ADDITION ------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALLIGOOD STONEBRIDGE CONSTRUCTION 2328 BEACHCOMBER TRAIL 12550 AGATITE RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 545-6458 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 56 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/21/09 ------------------------------------------------------------------------ Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 56 . 00 56 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 56 . 00 56 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH P7 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- OFFICE:(904)247-5826•FAX NO.:(904)247-5845 I J BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 11 NO 2.IS THIS'A'SUB PERMIT: 1812' " - 3.DATE: '2-2 Z &tW-- C0M13E1L O-, 2-*ES PERMIT#: /ce 8 1 2 PROPERTY;OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHON � �O 7 11.FAX N 9 7v 12.EMAIL ADDRESS: 13.OFFICE PHONE?a Tri 200 O Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: I 15 NATURE OF WORK: 16. 17 118.CURRENT CODE: 2f4 EW ❑'06 FLORIDA BUILDING CODE ❑ RE-PIPE PLUMBING ❑OTHER: 10.NUMBER OF,FIXTURES:,. _..•, BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 n TOTAL FIXTURES: $7.00 (PER FIXTURE) + $35.00 COAB FORM BLDG03:REVISED:1/10/2008 Ir f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,vATLANTIC BEACH, FL 32233 w INSPECTION PHONE LINE 247-5826 J 19 Application Number . . . . . 08-00001212 Date 9/19/08 Property Address . . . . . . 2328 BEACHCOMBER TR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 -------------------------------------------------- Application desc ROOM ADDITION ------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALLIGOOD STONEBRIDGE CONSTRUCTION 2328 BEACHCOMBER TRAIL 0 AGATITE RD ATLANTIC BEACH F :SONVILLE FL 32258 / ) 545-6458 --------------------- Stru �J 11� 0 000 ---------------------- Construction Type . Occupancy Type . . . Flood Zone . . . . . --------------------------- ----------------------------- Permit . . . . . . B Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Expiration Date . . 3/18/09 ---------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. „s- `�� City of Atlantic Beach J�r Jf�S1 Building Department ]routed: CATION NUMBER [Date d by the Building Department.)` 800S eminole Road Atlantic Beach, Florida 32233-5445 r, � Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us QQ City web-site: http://www.coab.us f jJ APPLICATION REVIEW AND TRACKING FORM Property Address: �3�8 RgwcA ,�Ag,`j� earInniVn & nt review re uired Yes No Applicant: �.��-,j Zoning Project: is tilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI TION STATUS Reviewing Department First Review: Approved. ❑Denied. (Ci ne.) Comments: BUILDIN PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: 5 6 PUBLIC UTILITIES Second Review: [—]Approved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH Q 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 �• i OFFICE:(904)247-5826•FAX NO.:(904)247-5645 BUILDING-DEPT@COAB.US ill BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK;,, 3.SQ Fr:UNDER ROOF 4.LEGAL DESCRIPTION: 9 5.CLASS DF WORK" 6.USE OF STRUCTURE: " , • '_ ❑NEW BUILDING 11 DEMOLITION IVRESIDENTIAL LOTYIBLOCK_SUB DIVISION 0C eAn/i•/A' /) '� PrADDITION ❑CONVERTING USE ❑COMMERCIAL 7,DESCRIPTION'OF'WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: A��1 ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ��m '^r'��'^ ❑MOVE ❑OTHER NO PROP,ERTY.,OWNER: CONTRACTOR:it „ ti� ARCHITEM ENGINEER: 9.NAME: n^ 15.COMPANY NAME: 23.COMPT NAME: Sandc.� '71�i g17tJC� .S'tr,.tE: SecY� !,a 4i &4A In e htit cJ 16.N E: 24.LICENSEE NAME: r4 C-0 v // 13111,1 /-1 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: i 0S 18.ADDRESS: 26.ADDRESS: /.2 '?� fax. i-L ass 8 S00c 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE HONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: a i- 6113 s yl-&yjr,s aha-aa'f 2 732- -0-7 2- a 13.CELL PHONE: 21.CELL PHONE: 0 29.CELL PHONE: 6JT- l S&/,S - 6 `/rc5 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ri4.n bQ :9L C-3 A cOV-1 FEE SIMPLE TITLE HOLDER , BONDING COMPANY orHetinvwowraexl 'r 'MORTGAGE LENDER:. 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.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 AFFIDAVIT- I 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. * 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. OWNER or AGENT CONTRACTOR if Agent,Power of Attorney or Agency Letter Required) „�, ;•(Qualifier Only Signed: 4�; J�/CLO,GQ.R-P(CItA Date: 9•-5-o� Sig Date: � O Before me this 1� day of �;6PT C:f 1.3 f it ,200?in the county of B re day of 2007 in the county of Duval,State of Florida,has personally appearedSta`1�te of Florida,h personally ap ared Sq Al 00-4 J- 4 L(- t G C)O-D ) (CK_ herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of �L01210q-,County of D /✓i9 L Notary Public at Large,State of County of7z ' ❑Personally Known y❑PP�rsonally Known c $Produced Identification- tl" L l I`-r r " L�Produced Identifi L Notary Signature: t 'jam=/�------------ Notary Signatur • L.G ,.4PRY'P(i EKATERIg BROWN®N1 C DE COMPLIANCE 8n ' dim B © ommi s r 8ondedvn aCXPIRES January C BEACH Rr„C. Bonded rnru Notary Public, wriiorsJ P RMS FOR ADDITIONAL � REQUIREMENTS AND CONDITIONS.Mi Copy , REVIEWED BY:.10�7, _ DATE:ILO APPENDIX 13-D Climate Zones 1,2,3 TABLE 6C-1:PRESCRIPTIVE REOUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION EQUIPMENT MINIMUM INSTALLED INSULATION INSTALLED EFFICIENCY EFFICIENCY Concrete Block R-7 7I.- ROOM Frame,2'x 4' R-11 entral A/C •Split SEER=13.0' SEER=__ _aFrame,2'x 6' R-19 ___ -Single Pkg. SEER=13.0' SEER= __Common,Frame R•11 unit or PTAC EER z85* EER EZ __ Common,Masonry R-3 Under Attic R•30 ( - Electric Resistance ANY N Single Assembly;Enclosed c7 Heat pump-Split HSPF=7.7' HSPF=- c7 - Z Frame R-19 rz-- -Single Pkg. HSPF=7J' HSPF= Metal Pans R-13 w Room unit or PTHP COP=2.7' HSPF/COP- w Lu -- 0 Single Assembly;Open R-10 _ Common,Frame R-11 U Gas,natural or propane AFUE=.78 AFUE ___.__ aQ Fuel Oil AFUE=.78 AF = _ J) Slab-on-grade No Minimum u) Ir 0 Raised Wood R-19 O O Raised Concrete R-7 Common,Frame R-11 r w Electric Resistance EF=.92 EF a Gas:natural or LP EF=.59 EF- U In unconditioned space R-6 3 Fuel Oil EF= 54 EF In conditioned space No minimum - TABLE 6C-2:PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 13-607.1.ABC.3.2 and 13-608,1 ABC.3.2 Maximum percentage glass to floor area allowed is selected by type,overhang length,and solar heat gain coefficient.Maximum%-0 Installed%= . GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 500/6 Single Double Single Double Single Double Single Double OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH SHGC OH-SHGC OH-SHGC OH-SHGC l'- 87 0'-.78 2'- 87 l'- 78 NOT _ -.78 NOT ALLOWED S-.78 U-.75 V- 75 0'-.61 ALLOWED 1'-.61 2'- 61 0'-.57 0'-.44 V-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults:Single clear SHGC= 75,double clear SHGC=.66,and single tint SHGC=.64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. L� Exterior Windows&Doors 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. ( / Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion Healing 606.1 Combustion space and water heating systems must be provided with outside combustion air,except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or built-in heat trap required for vertical pipe risers. Swimming Pools&Spas 612,1 Spas&heated pools must have covers(except solar heated).Noncommercial pools must have a pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated Insulation&Installation and installed in accordance with the criteria of Section 610.1.Ducts in attics must be insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1 On Table 60-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed.Components and equipment neither being added nor renovated may be left blank, 2 ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all nonvertical root glass and add it to the previous total.When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by 100 to get the peieent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriplives are given by the type of glass(single or double pane)and the overhang(OH)paired with a solar heat gain coefficient SHGC).For a given glass type and overhang.the minimum solar heat gain coelficienl allowed is specified.Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C-2.All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a paint directly under the outermost edge of the overhang 3. RENOVATIONS ONLY Replacement glass needs to meet the following requirements.Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read'Mimmum Requirements for Small Additions and Renovations,"Table 6C-3,and check all applicable items. 7 Read,sign and date the'Owner/Agent"certification statement on page 1. 13-D.34R FLORIDA BUILDING CODE-BUILDING Y PMAIAP SHOWING '77- 0- 11 NilT_7)��,, _"kf 711- 7 _771-7,7 LOT 34, OCEANXALK UNIT ONE, A�S P.EC'o �RL/ 03sT 1.A ThROUGH IF SCLUSM, OF =,, CU 2�_72Ccooly T" FLORTDA. CERTIFIED TO: Ch'AT?L SOLI THS TAR FUNDING COMMOIWYEALTH LAND TITLE INSURANCE COMPANY ;ORD: MEASURED: RICHARD G HA THA WA Y, PA 3-57' R=553.57' PONTE VEDRA TITLE, LLC 17' L=217.09' 3'39* &=22-28*08" 51"W G8.=S08*40'51'W LEGEND 0- DENOTES BOUNDARY IRON AS NOTED .1.78' CH.=215.70' *- DENOTES NAIL AND DISK AS NOTED X—DENO TES FENCE LINE DENOTES PROPERTY LINE NOT TO SCALE ABBREVIA 770NS AIC - DENOTES AIR CON01770NER (MEAS) - DENOTES FIELD MEASUREMENT JEA.E. - DENOTES JACKSONVILLE ELECTRIC AUTHORITY EASEMENT P.L.S. - PROFESSIONAL LAND SURVEYOR (CALC.) - CALCULATED BASED ON RECORD DATA PER PLAT (INV) - CALCULATED BASEL) ON FIELD MEASURDED DATA (FI) - DENOTES FENCE LINE INSIDE OF SUBJECT PROPERTY LINE (FOL) - DENOTES FENCE LINE ON SUBJECT PROPERTY LINE JE.A.E. - DENOTES JACKSONVILLE ELECTRIC AUTHORITY EASEMENT P.B. - DENO 7ES PLAT BOOK PG. - DENOTES PAGE CONC. - DENOTES CONCRETE (R) - DENOTES FENCE LINE INSIDE OF SUBJECT PROPERTY LINE (FOL) DEN07ES FENCE LINE ON SUBJECT PROPERTY LINE (FO) DENOTES FENCE LINE OUTSIDE OF SUBJECT PROPERTY LINE P.T. - DENOTES POINT OF TANGENT P.C. - DENOTES POINT OF CURVE P.R.C. - DENOTES POINT OF REVERSE CURVE PICC - DENOTES POINT OF COMPOUND CURVE LB - DENOTES LICENSED BUSINESS PS&M - DEN07ES PROFESSIONAL SURVEYOR AND MAPPER IDENT - DENOTES IDEN77FICATIoN R - RADIUS L - ARC LENGTH A - CENTRAL ANGLE CB - CHORD BEARING li CH. - CHORD LENGTH ti GENERAL NOTES I. THIS IS A MAP SHOWING BOUNDARY SURVEY. 2. BEARINGS ARE BASED ON THE CENTERLINE OF BEACHCOMBER TRAIL HAVING A CHORD BEARING OF 5 0508*40- W, FOR THE CURVE IMMEDIATELY NORTH OF LOT 34. (PER PLAT) J. THERE MAY BE ADDITIONAL RESTRICWNS OR EASEMENTS THAT ARE NOT SHOWN ON THIS MAP THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY OR EVIDENCED BY 77TLE EXAMINATION. 4- THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 5 THE PROPERTY SHOWN HEPEbN EMBRACED By HEAVY LINES IS BASED ON A LEGAL DESCRIPTION PROVIDED By CLIENT. 6. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP 7 THIS SURVEY SHOWS ONLY THE ABOVE GROUND INDICIA, NO UNDERGROUND URLITIES, FOOTERS, STRUCTURES. OR IMPROVEMENTS ARE SHOWN ON THIS MAP. 8. UNLESS OTHERWISE NOTED, ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS BY STATE OR GOVERNMENT AGENCIES, HAS NOT BEEN DETERMINED AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. SEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL 0'-A FLORIDA LICENSED SURVEYOR AND MAPIPER, THIS DRAW,14G, SKETCH, -LAT GR )VAP IS FOR INFO,'?A4AT,1O,1VAL PURPOSES ONLY, AND IS NOT VALID. ',CREFY CERT,-" THAT 7H6'SURVEY WAS MADE TO THE BEST OF Afy 30 kNOXEDOE AAD RE-LIE,-A/110 MEETS THE diMmUm TLCHNICAL STANDARDS AS 5055 Fcwers Avenue, Suite 5-A rL SET FORTH 5" TIf P--7qZA 130ARD OF PPOFESSICAIAL LAND SURVEYORS IN �,ckscille. Florida 32207RR , '4 TI k/E C'YAPTER 676";'40 (F'�RVERLY CHAp-,E,'�?21HH-6.0). FLOR!DA ADAINI_177R�4TIkIE Phone: (9C4,2E6-0G()G CODE. PLIRSU 10 SCCTON FiORIOA S,-ATYES. 00 A ;�!,qnIdy N N NO. 6-081 v PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FL. w C) Project Name: t�I�,'�o� 12e�;c,(en c � Permit# 0 i I _ co Project Address: a.3a� /3e� C-0^7er /r. f �Gn1"c_ ocll As required by Florida Statute 553.842 and Florida Administrative Code 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed 9 products. Information regarding statewide product a royal ma be obtained at: www.floridabuildin .or . n Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# N m A.EXTERIOR DOORS y 1. Swinging -- 2.Sliding 3.'Sectional 4.Roll tip 5.Automatic 6.Other R. WINDOWS 1. Single hung !�� %=1eel /: rL y PJi en 2.Horizontal slider 3.Casement o 4.Double hung p 5.Fixed 6.Awning — Cn 7. Pass-through 8.Projected 9.Mullion /-e- �f, 0 . P loM P" t2e5dz•�'4 ( GL 14`-/J,j 10.Wind breaker 11.Dual action 12. Other D v Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# w 0 C.PANEL WALL CO 1. Siding 2. Soffits lA C"I N 3.EIFS 4. Storefronts 5.Curtain wails ° 3 6.Wall louvers v o- 7. Glass block cn 8.Membrane 9. Greenhouse N 10. Synthetic stucco 11.Other A ROOFING PRODUCTS 1.Asphalt shingles C e,s n't"I e7 1, /2,-3"C _S 2.Underlayments C', r e,-n5rei e- r� 19'6. ' 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.hoofing tiles o 9.Roofing insulation N 10. Waterproofing 11. Wood shingles/shakes Cn 12.Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof the adhesive 16. Spray applied polyurethane roof D 17. Other N w Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# 00 E. SHUTTERS o v 1.Accordion 2.Bahama ET 3. Storm panels V 3 v 4. Colonial o 5.Roll-up Cn 6.Equipment 7. Other F. STRUCTURAL COMPONENTS 1.Wood connector/anchor S',M Gt,' l �rnne� iz�r- e31 FL �/7`/.IN 2. Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material 8. Insulation forms A -- N 9. Plastics 1.0.Deck-roof � 11. Wall 12. Sheds 13. Other G. SKY.1JGH.TS rn 1. Skylight 2. Other c' Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# CU R.NEI W EXTERIOR Cl ENVELOPE PRODUCTS l. _ 2. 3 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this o project,it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, v� along with the list above,on the job site available to the inspector. CD 3 The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be y inspected,they must lie submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: t_k (Contractor or Design Professional) (Print Name) i attire) Company Name: SSt �n`�ge " C3 � A Mailing Address: City: State: f=G Zip Cade: 3� Telephone Number: (91ey Fax Number: ( Iov) a6,R -_-9Qe-/? v v Cell Phone Number: ( ) E-mail Address: /tri , csIyi2 r es. cu^i F-1CW.CKM W. FRAME ANCHOR REQUIREMENTS TABLE nm: am OPENING TYPE FRAME/NAIL FIN/HINGE TO MINIMUM MINIMUM '" 06 (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 75 1/16" MAX. FRAME WIDTH NAILING FIN SIDES & HEAD) 3 STRIKE SCREWS INTO SUBSTRATE. 3 2X_ WOOD FRAME OR BUCK NO. 8 X 1 1/2" SMS SEE "FRAME ANCHOR REQUIREMENTS (MIN. GR. 3 & G=0.55) (FLAT HEAD OR WITH WASHERS) 1 3/8" 1/2" TABLE" ON THIS SHEET FOR SCREW 2X_ WOOD FRAME OR BUCK REQUIREMENTS. (TYP. AT HEAD & SILL) (MIN. GR. 3 & G=0.55) 2" X 11 GA. ROOFING NAIL 1 3/8" 1/2" A SILL SHEAR SCREWS i I 3 2X_ WOOD FRAME ORBUCK TYP. FRAME SHEAR N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" 6" M . TYP. WHERE (MIN. GR. 3 & G=0.55) -i- / / STRIKE PLATE SHOWN. SEE C-90 CMU/2500 PSI CONCRETE (1)3/16" CONCRETE SCREW 1 1/4" 2" / 1 / "FRAME ANCHOR HEAD & JAMB SHEAR SCREWS / \ OPPOSITE TABLEREONNTS THIS 4 2X_ WOOD FRAME OR BUCK N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" C / \ C SHEET FOR SCREW (MIN. GR. 3 & G=0.55) 3 v / I \ 3 v REQUIREMENTS. HINGE SCREWS 2X_ WOOD FRAME OR BUCK INACTIVE ACTIVE o o NO. 12 SMS OR WOOD SCREW 1 1/4" 3/4" c� 16 1 2" HINGE SCREW INTO = ° (MIN. GR. 3 & G=0.55) _ MAX I SUBSTRATE (1 o a4 Wo 00 HEAD STRIKE SCREWS w O.C. / \ PER HINGE), SEE p (L �/1 n i 2X_ WOOD FRAME OR BUCK "FRAME ANCHOR 3 Of za7 (MIN. GR. 3 & G=O 55) NO. 8 SMS OR WOOD SCREW 1 1/4" 3/4" REQUIREMENTS o o) I TABLE" ON THIS � g! SILL STRIKE SCREWS ' SHEET FOR SCREW L) g owlo 2X_ WOOD FRAME OR BUCKN0. 8 1 1/4" 3/4" N \ ( / REQUIREMENTS. Z N aw a (MIN. GR. 3 & G=0.55) SMS OR WOOD SCREW C-90 CMU/2500 PSI CONCRETE 1 (1)3/16" CONCRETE SCREW 1 1/4" 1 2" \ I / U ® (1)CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS, HILTI \ I / TYP. FIN w o w KWIK-CON If OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). \ / FASTENERS PER \ I / "FRAME ANCHOR <a \ I / REQUIREMENTS TABLE" ON THIS o z z $ B / SHEET (WITHIN 2" z ' 3 / OF CORNERS & wa Lu Q tirz GENERAL NOTES �- \ / 5"TO 7" O.C.) LD oz r,a:lei .GEw3 z 1.BUCKING,OPENINGS&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER 6" MAX. Z y w Z '� WIND LOADS TO THE STRUCTURE j 1 -w F s 2.ALL ANCHORS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&MAY NOT VARY UNLESS SPECIFICALLY D z j MENTDNED ON THE DRAWINGS. 6" MAX. "� 6" �-- 6" 6" MAX. Q O ¢w s 3.THESE DOOR SYSTEM INSTALLATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH&MEET THE MAX. MAX. 2 REOUIREMENTS OF THE 2004 FLORIDA BUILDING CODE(F.B.C.)FOR NON-MMZ(NON-HIGH VELOCITY U i HURRICANE ZONES). EXTERIOR ELEVATION" 4.THESE DOOR SYSTEMS ARE NON-IMPACT RATED&MUST BE SHUTTERED WHERE REWIRED BY CODE.' —SWING DOOR 5.ALL DOOR SIZES SPECIFIED ARE AS CONTROLLED BY THE TESTED UNITS. DOUBLE OUT33 ' S.TO THE BEST OF OUR KNOWLEDGE,THE DOORS SHOWN HEREIN ARE CERTIFIED AND/OR ANALITY ASSURED SCALE: 1/2"=1'-O" u; BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY&SHALL BE LABELED W ACCORDANCE WITH THE STATE CODE&CHAPTER 98-72 DEPARTMENT OF COMMUNITY AFFAIRS-FLORIDA BUILDING COMMISSION SPECIFICATIONS.BY LABELING THE DOOR,THE MANUFACTURER CONFIRMS THAT THE PRODUCT IS ASSEMBLED IN ACCORDANCE WITH THEIR RESPECTIVE CA&TESTING REPORTS. a 7.ALL FRAME ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING STALL ALLOWABLE DESIGN PRESSURE BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. HINGE REQUIREMENTS Z MAX. DOOR MAX. DOOR ALLOWABLE 4 B.All ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS.SPECIFIED EMBEDMENT TO BASE � Y MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. FRAME HEIGHT FRAME WIDTH PRESSURE FRAME MIN. # . 9.THIS DRAWING CERTIFIES INSTALLATION ONLY(NOT MANUFACTURING OR WEATHER PROOFING OF THE DOUBLE DOORS HEIGHT OF HINGES 9; WINDOW). CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOD IF ANY OF THE ;W FOLLOWING APPLY: 95 1/2 75 1/16* + - 70 PSF 108" - 119 1/2- 6 v ii 1.IF THESE DOORS ARE INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH 119 1/2- 75 1/16- 1+/- 50 PSF WINDOW INSTALLATIONS. 99 7 16" - 107 15 16" 5 SINGLE OPERABLE DOORS / 2.9 THE DOORS ARE INSTALLED WITHOUT A PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 3 3.9 THE DOORS INSTALLATION IS NOT INSPECTED EITHER BY THE APPLICABLE LOCAL BUILDING 95 1,12 37 7 8 + - 70 PSF 84" - 99 3/8" 4 DEPARTMENT INSPECTOR OR ANOTHER PROFESSIONAL LICENSED TO PERFORM INSPECTIONS. 119 i 2 37 7 8 + - 50 PSF 10.THESE INSTALLATIONS ARE BASED ON TESTING&RATIONAL ANALYSIS. TEST REPORTS CONSIDERED WITH FIXED PANEL DOORS BELOW 84" 3 1541 THIS CERTIFICATION ARE REPORTS NO.PELODB-08-25-79099.11,PELODS-08-25-79099.38, Sl1EET PELO08-08-25-79099.98,384-0689.3141,384-0689.1HP&BY STORK TWIN CITY TESTING CORP. 1 119 1/2- 46 1+/- 70 PSF J elf.,� N.RM N.w.l IW. . bNF a 37 7/8" MAX. 48' MAX. FRAME WIDTH FRAME WIDTH SIMILUR A q 3 3 6" MAX TYP. FRAME SHEAR 6" MAX. TYP. FRAME SHEAR SCREWS WHERE SCREWS WHERE SHOWN. SEE :JrSHOWN. SEE FRAME ANCHOR // "FRAME ANCHOR REQUIREMENTS REQUIREMENTS SWLNR \ OPPOSITE TABLE" ON SHEET SIMILm OPPOSITETABLE" ON SHEET C \ C 1 FOR SCREW C C 1 FOR SCREW 3 v \ 3 REQUIREMENTS. 3 REQUIREMENTS. slulLue 16 1/2" ACTIVE HINGE SCREW INTO w 16 1/2• FIXED z = MAX. SUBSTRATE (1 x MAX. z o w O.C. \ PER HINGE). SEE "FRAME ANCHOR O.C. o LJ o REQUIREMENTS oN'o I TABLE" ON SHEET 3 m Z 1 FOR SCREW " o o REQUIREMENTS. 0Wv w .- un, / a it -TYP FASTENERS FIN TYP. FIN O S FASTENERS PERFASTENERS PER a o / FRAME ANCHOR FRAME ANCHOR w REQUIREMENTS V c.)3 / REQUIREMENTS B TABLE" ON SHEET sluawtZ a / B TABLE" ON SHEEP 3 / ( / 1 (WITHIN 2' OF �- g / CORNERS & 5" 3 / CORNERS & 5" z z TO 7' O.C.) TO 7" O.C.) w z A 6' MAX. 6" MAX. O_ 1WITHIN 2" OF Z< i oz L,a: S Z,n wZ 6" MAX.--I f— -) �—6" MAX. 6" MAX• `-- -I �—6" MAX. > I W J - ao L',z ilk� EXTERIOR ELEVATION EXTERIOR ELEVATIONNL,_ ' SINGLE OUT—SWING DOOR SINGLE FIXED PANEL DOOR/SIDELIGHT 3: SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 3 W i rc 0 ux � g 3y7 3 1541 SHEEP NO. 2 OF 3 o"wN"r. aancm n: NAIL FIN ANCHOR PER ELEVATIONS HEAD STRIKE ANCHOR PER CONTINUOUS & FRAME ANCHOR REQUIREMENTS ELEVATIONS & FRAME ANCHOR arnro� SILICON SEALANT TABLE ON SHEET 1 REQUIREMENTS TABLE ON SHEET 1 BEH NBY TD ERS FIN HEAD FRAME ANCHOR PERNAIg ELEVATIONS & FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 EXTERIOR STUCCO OR SUBSTRATE BY OTHERS PER SHEATHING FRAME ANCHOR REQUIREMENTS FINISH TO TABLE ON SHEET 1 COVER NAIL FIN KM.q;:>. 1/2" MAX. SPACE SEALANT —�- AS REQ'D 4 SEAL SPACE WITH EXPANDABLE FOAM I AROUND PERIMETER OF DOOR FRAME DOOR SILL 1/4" MAX. SHIM OR DOOR FRAME SEALANT AS REQ'D GROUT AS REQ'D zo T � N 0 1 0 o v~N� 0 ll� Zai SUBSTRATE BY OTHERS PER 30 '¢-� SILL ANCHOR PER ELEVATIONS & FRAME ANCHOR REQUIREMENTS FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 Ug oar TABLE ON SHEET 1 (PLACE ATSILL STRIKE ANCHOR PER a EXTERIOR WOOD SECTION OF SILL WITH ELEVATIONS & FRAME ANCHOR FIXED PANEL DOORS) REQUIREMENTS TABLE ON SHEET 1 zN SECTION B jO8z SCALE: 1/2 FULL a 0 Y al C) SECTION SUBSTRATE BY OTHERS 3/8" MAX. SPACE 0 A PER FRAME ANCHOR i SCALE: 1/2 FULL 3 REQUIREMENTS TABLE DOOR FRAME Boz z ON SHEET 1 wz w SEAL SPACE WITH EXPANDABLE FOAM d LD z a FRAME ANCHOR PER0 z a R ELEVATIONS & AROUND PERIMETER OF DOOR FRAME Z5 3 z FRAME ANCHOR -{ a j) Liz REQUIREMENTS 0.024 TABLE ON SHEET i ao av0i HINGE ANCHOR PER 10 NAIL F ELEVATIONS & FRAME ANCHOR3 REQUIREMENTS ^1c 3003-H14 ALUMINUM TABLE ON SHEET 1 "3 NAIL FIN ANCHOR--- PER NCHOR PER ELEVATIONS & 2 rcu FRAME ANCHOR -<.-'.''-`•' Q EXTERIORx REQUIREMENTS TABLE ON SHEET 1 1 5 �� SEALANT is CONTINUOUS SILICON SEALANT AS REQ'D BY OTHERS STUCCO OR SHEATHING ; BEHIND NAIL FIN FINISH TO COVER NAIL FIN MNG NO' SECTION1541 C SHEET N0. SCALE: 1/2 FULL 3 3 a 3 PAUL S. LI, P.E. #18305 DESIGN & CONSULTING ENGINEER 921 R CYPRESS GREEN UR SIE 0 1 (' I-�CKSONVII,LE, Fl 32256 Ph/Fax (904) 7137-6876/7;7-2385 Project# 0 8 Q $ 0 5 A_D o_IT�_O N__�ra_ E r 0 �� C ___—Air__ - 2.32-8----- EACH C, ON BE _j �_ - ------ T 6, EACH BUILDING DEPARTMENT WIND LOAD BASED ON THE FI-,ORIDA BUILDING CODE 2004 WITH 2006 SUPPLEMF"NTS RESIDEN"I'IAL, F,IG. R301 .2(4), THIS SI"I,E IS INTI-IE 1 2 0 MPH LONE. THE IMPORTANCE FACTOR IS 1, 0 , TIIE OCCUPANCY CATEGORY IS II. THE EXPOSURE CATEGORY C ENCLOSED BUILDING IMt� ANGLE A = tan-13V2 Mh,AN ROOF: I-IT = 17, 25/ + 3512� x '3/) 2 x Y2 HEIGHT & EXPOSURI". ADJUSTMENT COEFFICIENT = 1,21 w = 28 . 7x10x 121 - 347 5 ROOF I,OAD L. L. 3 0 P.S.F. Q, L. 1 2 13,s.f I , L. L4 2 P.S.I-, . ,,„„.nonunnntiminn. Unh.Sil)@Niv u....do. z IAe T 'U WOQ-P5 ort w 6,L L I II oil i tl '47 � o A /, Lf . Z d _-- ;k ! - r 3 _.....-M 3 ---- 3 C7 --- 21 4f0 x/.33 t S" 46--t k S t C6 �''_ `7'��C� `)//a z,6 7 -- 3�-o k 1, 3 � r..:.. j d b b 4� ► �' l. = c _ f VATI R� S6 ,a. 377 o Z q �.. ► ,6 4 z x � d � �tAP r(��`\✓� 7 yam^/J� ii t Z. 6 V) f= 21 ` "L.. I.9f 3 q- 131 `S x,11 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) � ' 800 Seminole Road Atlantic Beach, Florida 32233-5445 l Phone(904)247-5826 - Fax(904)247-5845 rri E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: ff v APPLICATION REVIEW AND TRACKING FORM Property Address: �3�8 9mc,?eg o7hfVaQhq Qtr D nt review required Yes No Applicant: C �s &Zoning) Protect: D d�' r' b' � .: �c. es PUNIC a ety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept,of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUIL NNING & PUBLIC WORKS Reviewed by: e' -t Date: PUBLIC UTILITIES Second Review: []Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: ' APPLICATION NUMBER City of Atlantic Beach / � r Building Department ,) , �" (To be assigned by the Building Department.) 800 Seminole Road ' Atlantic Beach,Florida 32233-5445 ` Phone(904)247-5826 - Fax(904)247- IV E-mail: building-dept@coab.us Date routed: / e City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �Ch e0g, Zoning jjg Qtr De nt review required Yes No P min 8� Applicant: � �� t . .,Project .�_ . ..,•,x iIC-��'7Yi � i�-►'a� Safety Public Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: PUBLIC WORKS Y' PUBLIC UTILITIES Second Review: OApproved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed b 7 D y ate /7 Lo-- Third Review: MApproved as revised. ❑Denied. Comments: Reviewed by: Date: af,y CITY OF ATLANTIC BEACH OQv- I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US -: F t BUILDING PERMIT APPLICATION DUVAL COUNTY 1. ADDRESS: 7.VALUATION OF WORK: 3.SQ.FT.UNDER ROS al'us 15000.o0 4.LEGAL OE8CRIPTION 5.CLASS OF WORK, 8.USE OF STRUCTURE: - ---- ❑NEW BUILDING ❑DEMOLITION gr RESIDENTIAL LOT BLOCK_SUBDIVISION Q(�l�Q,�I U.W A.J jrADDITION ❑CONVERTING USE CI COMMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. $.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES ❑N/A )&/V) �rC/1 ❑MOVE ❑OTHER NO <` 9. AME: 411"3&04 � 15.COMPANY NAME: • 23.COMP�Y NAME: Sands - 46t" &04 .S SeC r a 1 c, /,,' �n htil V 16.N�ypE: 24.LICE N E NAME: LJ •2 r4h I /-1 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: .2 L 2$ 18 ADDRESS: 26.ADDRESS: OS zax. aa58 .Jr6,ac. L 3 6tS 11.OFFICE PHONE:� Q 12.FAX NO.: 19. FFICE ys^ Yj-� 20.oZ�-av� 737CE PHONE: 28.FAX OC 1- hal l U i KK 13.CELL PHONE: 21.CELL PHONE: p 29.CELL PHONE: GJ - S1/5-- 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 1•;cr,n Q SL e-.5 6>a cr ' t�r►t7ltrwa ) '- tNti Cf9MAPANY: NKiRfitiAGE LENLI [31.NAME: 33.NAME: 35.NAME: 2.ADDRESS: 34.ADDRESS: 36.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 AFFIDAVIT-I 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. r WARNING TO OWNER: r 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. OWNER Or AGENT CONTRACTOR (#ApetK,Power of Att hn v or Aon cy tatter tQuafrw Orly) Signed: p Date: !•-5-0y Sig Date: !� Before me this•sT 14 day of S(_PT G-M(j( lLL ,200�n the county of B re Mi day of_ 2007 in the county of Duval,State of Florida,has personally appeared PdwTS.State of Florida,h personally app ared SA Al 0A-4 J- /I(-t.16 ooh �4'�1 IL� herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. r� true and accurate. Notary Public at Large,State of r-4JiZ 104,County of ✓ J✓A L Notary Public at Large,State of �_,County of7D,'- L ❑Personally Known / I/ ❑P rsonally Known Produced Identification- Y - L/ -• I J`r I ' I ro Zduced Identifi Notary Signature: -r4,-',- ---- 777 Notary Signatur ` L.G NotaryPublic-Sta B of F� :. 10 •-My Commission Exp s Feb , EKATERINI BROWN 1 Commission# 518533 8A tkn e0t{ I49Nr x@t'�0637b I 's' Assn. EXPIRES:January 12,2010 f' By National Notary �• ;� "'rFO;,`„��' Bonded Rf Bonded Thru Notary Public Underwriters + City of Atlantic Beach ' , - APPLICATION NUMBER .. Building Department (To be assigned by the Building Department.) � 800 Seminole Road � V 12-Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-588 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ti Property Address: �3�8 -NwcA eg�yi`js~ QP D nt review required Yes No Applicant: £ ��, j,��" nin &Zoning Project: Public a ety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING p�p PUB WOR S Reviewed by: Date: 9 0-'v UB IC IT S Second Review: []Approved as revised. ❑Denied. Comments: PUB SAFETY FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Public Utilities —Distribution & Collection Date: OB Initi s: Project Name/Addressd,3M6 Application/Permit#: 03—12.12- Cheek Box Application Tracking Comments To r dd Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum,will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. ri F:\P1anReviewConunents-PU.doc CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 .0✓w Application Number . . . . . 03-00027298 Date 12/03/03 Property Address . . . . . . 2328., BEACHCOMBER TR Tenant nbr, name . . . . . . RE-ROOF 50 YEAR DIMENSION Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10300 Owner Contractor - -- - -- -- - - - - - - ----------- -- ------- --- - --- - -- - --- ALLIGOOD, ED A 1 A ROOFING CO. , INC . 2328 BEACHCOMBER TRAIL ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 626-0083 (904) 249-6999 ----------- --- - - - ---- -- - --- -- - -- ----- - - - - - - -- - - - - - -- - - - ------- - -- ----------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 128 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 10300 Fee summary Charged Paid Credited Due ----------------- ------ ---- ---- ------ - -- ---- - -- --- ------- Permit Fee Total 128 . 00 128 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 128 . 00 128 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL EiN�KlWgegrr CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT f'1 800 Seminole Road s) Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: 3� Applicant: (�I Rc 'l('r' !� Project: 4`P -!' }r r This permit application has been: [�y Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 2` CITY OF A.TLA'NTIC BEACE PERMIT ..CPiSF 'ET [}.a t e Heated Square Fc.otage @ $ ner sq ft ..= $ Garage/Sh.ed e $ e .sq ft = .S Carport/_Po.rch @ $� r Ber .sq ft .= $ aer sq ft = S Pati a @ $ mer : sa . f t = $ TOTAL VALUATION: 5 Total Valuation I.st Remaining VaIu.e $e.- per thousand :'ar ,portion .thereof TOTAL BUILDING FEE $ + I/2 FiLing . Fee $ �� F.ir.epla.ces_. @ . -BUILDING. PERMIT FEE WATER IMPACT ,FEE $ 'SEWER. :IMPACT .FEE $ WATER' METER/TAP $ CAPITAL IMPROVEMENT. $ ..SEWER ,TAP, S (. ) ..RADON . (HRS) . 0050: S SECTION H PAVING ( } $ HYDRAUL.IC .SHARES $ CROSS CONNECTION, $ ( ) SURCFLARGE .0050 . $ GRANT) TOTAL' DUZ ADDITIONAL PERMITS OR . FEES :.Mec$ani•cal Plwcnbing ElectricfNeW Electric/Temp ; SwimmiagPaol Septic Tank well Sign Finish Floor Elevation Surveg Other CALCULATIO�(5 and/or NOTES : r CITY OF ATLANTIC BEACH V yr ROOFING PERMIT APPLICATION' Date: c Job Address: Owner of Property: c' Address: `` � Cr' Telephone: Contractor: 1 State License Number: C- Contractor's Address: Telephone: 'D-,qGl ` Fax: Scope of Work: R�r�0� `(�CqC r,)ed�S11�)�0 Deck Slope: Greater than 2:12 ,t Less than 2:12 Valuation of work Product Name(Example:Ti '!line4): � ' '1 Ue ,sr Manufacturer(Example:G ):� t ASTM Designation(s): 41 ,r2 Required Inspections: Sheathing inaj... . - Signature of Owner: Date: IaIAI J 3 . t Signature of Contractor: _; :. ?` �G Date: AS TO OWNER: Sworn to and subscribed before me this -day of 20 0:-�S State of Florida,County of Duval SANDRA J.DESTIN Notary's Signature: � ) !� Notary Public,State of Florida My comm.expires Dec. 12,2005 Personally known Comm.No.DD 077954 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida,County of Duval ` Notary's Signature: COMM"111 _ !Personally known $ tTI = ❑ Produced identificationgMM1AfM00 Type of identification PRE 800 Seminole Road •Atlantic Beach,Florida 32233-5445 TplpnhnnP• ORA)7A7ARRA .Fuv• MAI IA7-GRA4 . httn•//www A etlontie-hoarh fl na Book 11495 Page 816 Permit number Tax Folio number c :?�146252 NOTICE OF COMMENCEMENT Rage: 816 Filed Ii Recorded STATE OF FLORIDA 11/25/2003 10:42:03 AM COUNTY OF DUVAL JIM FULLER CLERK CIRCUIT COLT THE UNDERSMED hereby gives notice that improvement will be made to certain real proUNT Y and in accordance with Chapter 713,Florida Statutes,,the following information is provided 2RU9WT?W # 5.00 this Notice of Commencement, FUND # 1.00 1. Dm tion of prorty: 2. General escripjon ot;' rovem�5i : 3. Owner information: a. N,Band s: b. In�terestM property: c. Name and address of fee simple titleholder(other than owner): 4. Co ctor' na end address: a. Phone number: b.Fax number: 5. Surety information: a. Name and addr sus: b. Phone number: c.Fax number. d.Amount of bond: 6. Lz!der's name and address: a. Phone number' - b.Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a),Florida Statues. Name and Address: -� a.Phone number: b.Fax number: 8. In addr' n to himself/herself,owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(l)(b),Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is specified). Signature of Owner: Sworn to and subscribed before me this Z_ day of—no 200 Notary: Known personally/ID shown: �12� J2� My commission expires: SANDRA J.DESTIN Notary Public,State of Florida My comm,expires Dec. 12,2005 Comm.No,DD 077954 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247.5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23380 Address: 2328 BEACHCOMBER TRAIL Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): . Block: Section:0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/25/2002 Name: MIKE POLAND Total Fees: 35.00 Address: 2328 BEACHCOMBER TRAIL Amount Paid: 35.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/25/2002e, (000)247-8750 Work Desc: REPLACE AIR HAND71-11 CONTRACTOR S (CATION FEES HUXHAM HEATING &AIR T 35.00 4 F y r z. s }'!�' � ;:-"-"iii-. •F. _ NOTICE= PERI �L>t�' :x €},111 ECTION BUILDING MATERIAL, RAS FROM THIB'WSRK MUST NOfi iCEQ fR -UBUC SPACE,AND MUST BE CLEARED UP A JRACTQR O "FAILURE TO COMPLY . LT IN THE PROPERTY OWNER PAY( : ISSUED ACCORDING TO APPROVED P RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION TLANTIC BEACH BUILDING DEPT. Date; 1/25/82 61 Receipts355.81 14 iY196B93P�19D9 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC■GCH,FLONIOA 31X77 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORT NT—Applicant to complete all items in sections I, II, III, and IV. LOCATION OF Inl.rs.a n reals 6.f...n Awd JUILOING Srk.dl.I,l.n II. IDENTIFICATION To be completed by all applicants. In .."d.r.11on 4 pomit qi..n for dolnq Ib• ..w1 •. d.,crib•d ph.•bo.. d.l•,w.n/w tu.•by •q,.. to Pod.— ,.Id earl In c<ord•nc. IIA Ih. •N.chrd pl.n, nd ,p.ci(le.rton. ,.hick .r• • part h•r..l •.d in .<cord•.c. .ah 16.Gly of J•ck..n.iii. adI... and d.ndod. o! good.pr.cllc. lid+d IA.r.in. No.. .!MuA.atad C.nlr.efsn �� 'G.0..W(lrlrtl ✓ M•sly Mo.. .4 Slgr.lrn J O.ao Sid tun .( ' or A.IANInd Al.el A,.hlf..t or E.gln+o lI1. GENERA IN RMATION A. Type at 6.in ir.it 8• IS OTHlA CON3TRq CTfON BEING OOH[ON tld. �•ch(a THIS SUl"ING ON SITE ❑ 6.8 ❑ V ❑ N.Irral )antral Utility IF YE3, GIVE NUMaER Of CONSTRUCTION ❑ OY P"h4lT ❑ OfAar-swdh . IV. bISC iAN1CAL SQUIF61!(T To is INSTALLED NATURE OF WORK ))Bride cs,episb.lid of ce,rpana.h.d back of this fear) 42''fiealdenttsl of, 0 Commercial 0y'_Ms4t ❑ Specs ❑ 1-m*,W Cl CwrhrJ O Poen ❑ Now Building ' ❑ Air Ca.ddferiwgt Q Rens ❑. C.rfnl VI-E.-ting Building ❑ t).et Syd-e W0.6.1 Thick_.... (Ze'Weplacement of existing system M.A.een capacity e.Lr. ❑ New Inatallallon(NO syslMn prwtoudy Installed) . ❑ le(r{g.s+Nw 0 Extension or add-on to existing system ❑ Other-Speclly ❑ C.alfrg N w. Gp.cJfy ❑ fire ,pd.h6m Nrrrk.r sf heeds_ ❑ Els..ler Q Id.nBff ❑ Esul.ler (nrrlA.r) . THIS 9FAQ bE onrtu ust ONLY C3.Gleadlne pnwps (sr,rkww) (Roo-"I . Q.Took. (nrw,kwr) I—A. . ❑ LK*wt.WGm (nrrrtwrl . Uaflred proem.+.r ... . ❑ Milers lemur App sl by ESN- ❑ Q -St+cih !tori►F LIST ALL EQUIPMENT ADL CONOLTIONEMG AND REFRIGERATION EQUIPMFNT C�p�rltr � NUmbw Unite Desarlptlou Model Number X"utsatvnr RUTING• FURNACM BOILERS, PIREPL CES C�pe�b MemberV1dta DeseaiptSep ][add Number Maautaaotree (�'I'Li1 Ai�f ! l� TANKS How W-7 Nol:lod CAp-Wb' "Type Phase d Serial Appro.{h� L04 Dtmand=m Coatalned aatn=m No. 17499 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT °INFORMATION - - LOC,AT I ON` INFORMATION -------- Permit Number: 17499 Address . 232S BEACHCOMBER TRAIL Permit Type:PLUMBING' ATLA.I TIC BEACH, FLORIDA 32233 Class of Work:ALTERATION - LEGAL DESCRIPTION -- Canistr. Type:WOO FRAMFZ Block: Lot: Twp:: 0 Proposed Use, Section: O Subd:O Rng O Dwelling$ . 1 Eubdi vis i on r OCEANNALK Est . Value: 0 .00 Improv. Cost,. 0100 Total Pees: 25.00 Amount Pa 5.00 Date Pa 998 ork 'Desc. - . } , w, .._ - APPLICATION FEES -. -- FERM Name M 25.00 Addr TRAIL AT x ORIDA 3223a 'hone. CON = TION tame: DAVID, A U NO, INC„` ddrP P,O, B4OX. h E n _ ..,w. ...:.., . .x mTACkS0NVIL FLORIISA 32239 Lic CF,002?586 Exp: ! 1 Type 4( i e g Ali f NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEAREDUP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING. TWICE FOR BUILDING IMPROVEMENTS.” ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. fMoe 14 INN ATLANTIPtIgACH BUILDING PEPARTMENT By: "' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: , / I i°�1�! .4 */ '* OWNER OF PROPERTY:, ;�trJ t PLUMBING CONTRACTOR: „1- &1_61,qtyltva �- CONTRACTOR'S ADDRESS: ' /_, L+� C kv- STATE LICENSE NUMBER: CFC O 2586 TELEPHONE: HOW MAW OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER d� TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: " ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. �/ �C�ITY O/F 0; Office of Building Official REQUEST FOR INSPECTION Date Jy ✓ L1 Permit No. ________ Time A.M. Received P.M. 3 2 P1 �=✓ CFfC©q`t ' r= �2 2 _ Job Address Locality Owner's f� 1.e E � 1. d� Q r �1 C. Name �� _____ Contractor �tl T BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑! oug ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place READY FOR INSPECTION^141 el Pre Fab A.M. Mon. Tues. Wed Thurs. FridayP.M. A.M. Inspection Made �` P. Inspector._._.______ Final inspection Certificate of Occupancy ❑ Date DEPARTMENT OF BUILDING Ca 0 9 i CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. -— PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 414,75 T Date Sept. 1S lg 87 414,75CRT 5153 1A 9/15/0 Valuations 123,855.00Eee$' 414.7S 9091 .00CAr' 6153 1A 9/15/fi This permit not valid until above fee has been paid to City Treasurer,and is 1 U01)subject to revocation for violation of applicable provisions of law. This is to certify that Greenfield Builders CGC 626899 583 No. San Pablo Road ilacksonville,Florida 32225 has permission to build Single FAmily Classification New Residential Zone RS-1 Owned by Mike/Betty Poland Lot 34 Block Unit I S/19ceanwalk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4------P 0 Building material,rubbish and debris zq from this work must not be placed in public space, and must be cleared up ands hauled away by either con- tiac$t_qe or owner Buildin Official. I FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER .,d . DEPARTMENT OF BUILDING 9411 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date January 12 19 88 6 000.00 3300 ;-71900 TI Valuation$ Fee$ . ?1- *01 KT! This permit not valid until above fee has been paid to City Treasurer,and is 2073 1A 1/14011 subject to revocation for violation of applicable provisions of law. 1-111739411 it 10,421 l;rt nl This is to certify that Misbael Poliand I has permission to build Swimming Pool as per pians Classification Resi+dantial Zone RS-1 Owned by Michael Poland Lot 34 Block tlnit I S/D Oceanwalk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE D 4r O Building material,rubbish and debris zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- tra'c or owner.. 1 .( r Buijdinj Official. t� 1 FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER mkt nd'vlglk�a.t;'., '•�,�'w�r"a, ADDRESS---- --- ----------- - ------------------- CONTRACTOR �_-=�i4�iB . ------------------------- OWNER_� 1 ------------------------------------------------- BUILDING-_- QJL- MECHANICAL_ R-_ PLUMBING_ Dg' ELECTRICALL'ZZJ42__ TEMP POLE_________ MISC___-_-_____ ELECTRICIAN__�_&- �____ 3'.0W DATE FAILED DATE PASSED TEMP POLE JEA---------- ----------- ----------- FOOTING ----------- ----------- ROUGH PLUMBING ----------- ----------- SLAB ----------- FRAMING MECHANICAL/FIREPLACE ----------- TOP OUT PLUMBING ----------- ----------- ROUGH ELECTRIC ----------- ----------- FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED ___________ =� $Q___ CERTIFICATE OF OCCUPANCY ___________ DATE ORDERED DATE ISSUED s. CITY OF 4&4A& Becck-Ilia Office of Building Official P"Or REQUEST FOR INSPECTION ._ ' Date -,v-- C? Permit No. 2 ` Time of A.M. Received _ P.M. Job A� lity 1 Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL Framing _ Footing E, Rough Wiring ❑ Rough Air Cond. & r Re Roofing ❑ Slab Temp Pole ❑ Top Out Heating Insulation ❑ LintelFinal Sewer ❑ Fire Place 11 Pre Fab READY FOR INSPECTION A,M. Mon. Tues. Wed.) Thurs. Friday P.M. / A.M Inspection Made ' Inspector___ Final Inspection Certificate of Occupancy Date CITY O/F `,,� Office of Building Official REQUEST FOR INSPECTION �v pate /--- 4 Permit No. 7 7 Q Time A.M. Received yJ P.M. Job Address Locality Owner'sG?,� ✓y�t�/ Name � -,w Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring E Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION a.nn: Mon. f Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. -----a Inspector aminal Inspection Certifica�`a e�SfitJccupancy ❑ Date CITY OF 4&K&C Bim-I& Office of Building Official REQUEST FOR INSPECTION r� Date Permit No. TimeA.M. Received J ( P.M. t � d ss ocality Ow Na � Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Rough Wiring �7 Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation Lintel E Final r Sewer L Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. ridgy A.M. Inspection Made P.M. Inspector �/7 "� Final Inspection J. Certificate of Occupancy F I r Q Date j PSR- 7780 3844 I DEPARTMENT OF BUILDING . CITY OF ATLANTIC BEACH P>?RM I T INFORMATION ------ _--, ___.� LOCATION INFORMATION --------- -- PERMIT __ ILF e --r,i t I�mmbe r; 7780 A+�,�r,,s s ° 23'8 8 BE;A�"H��M ER FLORIDA I D� `Permit Type ' BUILDING ATLANTIC BEA�"R , FLOI��DA:�32 I f71ass of Work: REMODEL -�-- LEGAL DESCRIPTION --- I t__o astr Type; WOOD FRAME Lot : Block : Section: Proposed Use: SCREEN ENCLOSURE Township; RNC_ Dwellings : 1 Code: 0 Subdivision: OCEANWALK i Estimated Value! Improv . Cost ' 00 r a A1"YBn �� A+ i ;"� t s' r "� '�a ea�4 £a JIM 171 A-1 MNI 71717777 ` r AT I ON - - - '=- - APPLICATION FEES - MN W , �, - PERMIT 6 Address es tjWf 1, fBER TRAIL WAT IMPR `Tv-FEE 'e DC7 QU0 ,z �I C� �3E' H ; FLOC I D3° IW� T 'FF,,E B H t�t1, 40 -1 pf p° RADON OASH .R> S- a e R ��FORMATI -------- RADON ELAS Nm v t' OP OWNER CP,PITAL IMPROVE. ? .IJP � , �Oq SEWER TAS' �yJ Yeo HYDRAULIC SHARE $�J ,00 Type * I CROSS CONNECTION �, 0. O� ( r S x , ilgl H IMPACT FEE Q . SON SC -OTHEIR NOTES: p i { t p� NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING I PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING;MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER t ,r ` FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN r THE, PROPERTY OWNER PAYING TWICE ;FOR BURIN IMPROVEMENTS," PAIDa ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. JAN 2 1 1994 E g ATLANTIC BEACH BUILDINCA DEPARTMENT City of Atlantic BcN, By: 44 L46< E r OWNER BUILDER PERMIT AFFIDAVIT tut& of Florida ) City of Atlantic Beach ) BEFORE ME, the undersigned authority, personally hppvarvd who upon fixdt boring duly sivorn, deposes and saysi I. ---------------------- and the legal owner of the following propertyt Subdivision Block Lots_- 3`/ _ AKA uNil_1_ y� . 6•_j -- I am applying for w building permit pursuant :o the Owner Builder exemption set forth in Florida Statute, Section 4". 103. Florida lav requires that Ihave been provided with thv Sollowing DISCLOSURE STATEMENTi DISCLOSURE STATEMENT .State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property* to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence cor a farm outbuilding. You any also build or imprc.ve a commercial building at a. cost of 025,000.00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or losbe more than one building you have built yourself within one year atter the construction is complete* the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. tt is your responsibility to make sure that people employed by you have licenses required by state lav and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that i comply with all the requirements for the issuance of an Owner-tuilder permit. Further, affiant sayeth not. Property Owner Sworn to and subscribed before ine this !t tom__ day of ------• S ZX 5 e� mATin y �eAM t8 ' e F J� B,e AM 5- �o " /gplgR7_ � r Ile - - - I a xa rod --- �erv-rh `- 6 0" ----� JAN 18 9994 " g Tni Toning Bcjck1 (WE5T) COPOV aX3� c.(Pj�i�hrs �4oa BeAms �rrach£�lro C& ,sic /PART 13u;fid it our To q �x 3 Pasr X; Tof 11,4;L J. Sro wi.ass orfELCA13 RA,cc 2xZ�f�RiRRA�� AIV Ol 4, �.Je;9hT ie AA)46A 80LTs �— rb FcortR teNgrh r'w;n� FUE e y COA)cQErE Fo orv2 NORTH u�Ryhr -57-41IV4es-5 5rte,, CAat,e nracQ w�rhA 1�'X�°�¢AM Rn'Rchcd rjcRFEN rogu i-D �r our rc�� -I' �, RAR t¢ei 4�T oZx a ChAijZ tip r;Shr 3' lde�9hr 3 1. Nc-rh �V£Ky ! 8� wirh Aii4¢ep x CUNCR2TQ FOoTQ�Z 41/ I 0 6 /2 J-X n i� �i5¢2 FzAr 41 S'/3 u u a xa. aX3 �— Sr�et c�BIP i � i - j0Ur h SIDE • �� ! p C o k 1-1 eight i IV r axe 51 �-- �- 0 3 10 ra 7 ' /;& f'60'r 'P.r'rc/'vfocv� 8'�� r MAP SHOWING SURVEY OF LOT 34, OCEANWALK UNIT ONE, AS RECORDED IN PLAT BOOK 42 , PAGES 1 , 1A, 1B, 1C, 1D, IE AND 1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ,./. o/a 9000, �crr+a�ic"/Ron/ FoL/�✓D j's-�Qc�✓ Vo.3(024) l�� (j�o.s(oZ4) N 5o A'd MENT Ra? j9,eA1 ce40if,[/T/L1T7eS9,F N •, � X9.9 � N�. -77 /,¢� ;. ,dos• �' � 3' L IW6SS T � /n//s A/ ISL oo,e M11 V. >r�9.64) •THIS IS A b0QNDARY SURVEY.. ri.a• •NO 5wL.DING RESTRICTION LINE BY PLAT ��arC�'�• •ELEVATIONS SHOWN 'TAUS(10.58) (�O.3`, •�i4? RCFER TO NATIONAL GEODETIC In ..1 VlRTjCAL DATUM. - ��{\G/ M ' ,•CG/✓�"• .'(HIS PROPERTY LIES tN FLOOD I,¢ ZONE A- I{JNICN t5 TKE 100 T TEAR FLOOD AREA, @Y FLOOD MAP RCVISE.D DEC. IS, 1983, f COMMUNITY PANEL NO T12007 0265 D. O ('/ WEARINGS DY PLAT BOOK 42 1 PAGES 1, 1A-1F. C •LoWE3T f/AI��KBOfLooR m ecw. Maa&S 4aRabE FGoaR V ex n;��3�e� --- 02 33 2 19191,1`,VT �j 21199 wilding and Zoninor X 16 R(2 Cl r Tc, T-L? Pu cil F` Cl (z c A 11). p a ,F f DEPARTMENT OF BUILDING A 2^ CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. 9 PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB ri'2fhflls T Date Sept. 1S iq 87 9Pe0PCKI Valuation$ Fee$ 52.00 MGM- 9 0 114 0AC This permit not valid until above fa has been paid to City Treasurer,and is 104 1 /P a/8 subject to revocation for violation of applicable provisions of law. ( n01 This is to certify that Or-Pan State He E Ai r has permission toUU install heat/air i Classification New Residential Zone RS-1 Owned by Mike/Betty Poland Lot_ 34 Block Unit I S/D Oceanwalk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE �---♦ �---� O Building material,rubbish and debris 34 from this work must not be placed in public space, and must be cleared up and hauled away by either con- r owner, _. Buildin £ficial. FOR OFFICE PERMIT DATE ` USE ONLY NUMBER CONTRACTOR ` PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT —Applicant to complete all items in sections I, 11, 111, and IV. I. LOCATION Street Address: L OF intersecting Sfreets: Between And BUILDING .�' Sub-division II. IDENTIFICATION To be completed by all applicants 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 atta6Led plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good--.practice listed therein. Name of Mechanical Contractors ^ Contractor (Print) ..► Master 'r , Name of t 5 Property Owner Signature of Owner Signature of or Authoried Agent Architect or Engineer Ill. CIENISRAL Rtiu►n A, �T,�y[pe of heating fuel B. IS OTHER CONSTRUCTION BEING DONE ON XHaci c THIS BUILDING OR SITE? 5 Q Gas-0 LP ❑ Natural ❑ Centrol Utility IF YES, GIVE NUMBER OF CONSTRUCTION l 96c, 0 Grp PERMIT Q Otber--,Specify IV. MICMMIICAL EQUNMINT TO RE INSTALLED NATURE OF WORK (Provide complete,list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed k Cenhel 0 floor New Building v-Air Condrttoning: Q Room XCentral " or ❑ Existing Building Duet System: Material � iekseaD Replacement of existing system Maximum capacity .fm. Z LOZ> New Installation(No system previously instetled) e QRefrigeration ❑ xtension or add-on to existing system 13 Cooling tower: Capacity q.p.rn. ❑ Other — Specify (Q Fire sprinklers: Number of head. Q Elevator ❑ Menliff ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY (] Gasoline pumps (number) (Raeeived) 0. Talcs (number) Remarks Q LM contain (number) 0 Uefe"prossure vesyr Q Boibrs Permit Approved Q Other Specify Permit Foe DIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT NUMber Units DeeerigUan Xodel Number Wanufaetarer (TO Aflllllq 1� a cc r 4 CITY OF ATLANTIC BEACH FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: o 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ti ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: PAAS R ELECTRICIAN SIGNATURE JOURNE AN 1s NAME � ADDRESS- ZaL2n�!eRFD_BOx Te- BLDG. SIZE BETWEEN: O _ RES. APT.( 1 comm. 1 P ELIC( INDUS. ( I NEW( 1 OLD( ► REW.( ) ADDITION( 1 TRAILER ( 1 TEMP.1 SIGNS ( 1 SO. FT. SERVICE: NEW INCREASE 1 1 REPAIR ti FEE CONDUCTOR SIZE /1/ AMPS COPPER f ALUM. p SWITCH OR BREAKER AMPS PH OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY r FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES f INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT o 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 1 H.P. I VOLTAGE PHS CITY OF — S 40,Qt 044AJ I Fe4rcr�cl4 fi2cPL 4cE /<v 6*oA IftGC 7-0 8c` S RAOrED Office of Building Official REQUEST FOR INSPECTION Date / Permit No. / Time A.M. Received P.M. Distri No. Job dress Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUM NG MECHANICAL Framing Footing ❑ Rough Wiring 0_/ Rough ❑ Air.Cond.& �f Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out tl/ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Tues A.M. n• Wed. Thurs. Friday P.M. sP.pection Made A.M. M. Inspector Final Inspection❑ Certificate of Occupancy Date LANTIC BEACH, FLORIDA � CITY OF AT s �..»»•�I► APPLICATION VolttMTRICAL fiRMfT . , �`�.'"�"'i. ,.. ter:. , ', :; ., t• .. '1r11t pMR/. LB Wei'. DATEi WE1'Pi.. r'• '. IN CONSIDERATION or IPERMiT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLONrINO, HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE W)TH THE ATTACHED PLANS AND SPECIFICATIONS, HIGH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF TLANTIC OEACN ORDINANCtL BETWEEN: 9 Com, ► PUIILIC{ 1 INDUS.{ i NEW�-1� OLO{ 1 NEW.t 1 saw ( i ,Abol'tlal!1.' 1 TNN ! 1' Tom.{ 1 ', >�11VECRi <„ i tNCAEAiiE{ 1 AE►AIN 1 � """"""' wo Us Y, I>ti'1'.SERV >aZ AISH AiPs WVOLT `Y` RACEWAY NO SIZE NO. SIZE u. .I�EEDlAsD SIZE ' NO. . LWNp pU FLED'S CONCEALED OPEN TOTAL ECEPTAGLEItCONCEALED OPEN TOTAL r O•!O AilM. 2f•I00 Antro 'sw,rcN:ils'' ...,. .... . . . ' PLLIONElCENT A M.V. '-.. • . .. 'S 111llN.A iet�'isa �", E-REM_..... oven 1 _ ._ BELL TRAN81r. _ i AIR ".�. H.P.RATING H.P.RATING w ... . $ -OMTN*M1p COMP.MOTOR "`• OTHER MOTORS AMPS CEIL HEAT: KW14EAT B,D OYER , MOttDas H.P. VOLTAGE i PHS NO. 1 LF. VOLTAGE PHS ME" .« ._. .. CITY OF *,..�2 ,P I&Wac 6944-94044* Office of Building Official REQUEST FOR INSPECTION Date / O V Permit No. 9n Time A.M. Received P.M. District No. Owner's Job Address Locality Name tractor BUILDING CONCRETE ELECTRICA PLUMBING MECHANICAL Framing 11Footing El ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole I4-� Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. ues. ' /Wed. Thurs. Friday P.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Atwz- Office of Building Official REQUEST FOR INSPECTION U Date 97 Permit No. Time A.M. ReceivedP.M. Dis ict fp — C? 2� �-/ Job Address o Locali Owner's Name Contractor BUILDING CONCRETE ELECTRICALPLU BING L A 11M CHAN Framing Footing ❑ Rough Wiring ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ EADY FOR INSPECTION Pre Fab A.M. Mon. T es�o��fK6 ed. Thurs. Friday P.M. Inspection Made 0— Inspector —Inspector —Final Inspection❑ Certificate of Occupancy Date CITY OF 4&404-C Te d-9° u.d4 Office of Building Official REQUEST FOR INSPECTION Date 7 Permit No. Time A.M. Received _P.M. District No. Job Address Locality Owner's Name Contractor LAOIC BUILDING CONCRE ELECTRICAL PLUM ING MECHANICAL Framing ❑ ooting ❑ / Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab GJ/ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPE Pre Fab Mon. Tues, Wed. Thurs. A.M. Friday P.M. Q _ Inspection Made - � 7 M.p Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 4&4A&& ate Office of Building Officiate —�{ RjA T F7SPE-tITIOII�Date ` llt No. J Time Received �_ ._-- District No. @,3 cal$ —� r Job Addr ss ^ Locality Name ___,Lj Owner's Contractor BUILDING 'CONVRiTdELECTRICAL PLUMBING MECHANICAL Framing Foot ng Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ sl ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. mt Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certiticate of Occupancy Date CITY OF n 4 (`4*94 /� C ewJt- � Office of Building Official REQUEST FOR INSPECTION Dates:M—(E-7 Permit No. Time A.M. Received P.M. � District N Job Address Locality r Owner's l Name Contractor/ BUILDING j ) ELECTRICAL PLUMBI MECHANICAL Framing ❑ F�ONCR�ET -) _ (�/ Rough Wiring ❑ Rough ❑ Air.Cond.S ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. es Wed. Thurs. Friday P.M. KA Inspection Inspection Made 2 <r— P. Inspector Final Inspection❑ Certiticate of Occupancy Date DEPARTMENT OF BUILDING Q(}Q CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. y V eJ PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB 66,00 TL Date Sept.15 19 87 66.00CKT RO 1 A 9/21/37 i Valuation$ Fee$ 66.00 9093 *000 ICS X267 14 9/21/0I This permit not valid until above fee has been paid to City Treasurer,and is 01�1.01 subject to revocation for violation of applicable provisions of law. r This is to certify that Raiperton Plmbing CFC Q21S" has permission to XIII KX install 121Umbin New ResWent is l RS-1 Classification Zone i` Owned by Mike/Betty Poland (P Lot 34 Block Unit I S/DOceanwatlk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 0 4-----i O Building material,rubbish and debris 4 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tr owner,, , ter' Bu' t g Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL i SEWER I1 WATER I "�ta CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING_PERMIT JOB LOCATION,) j�8j �C� GOM�D �•, (-LSA L . PLUMBING CONTRACTOR �� - �0� pI �V� t q y�C- LICENSE NUMBERSC-F-C©.Ql, OWNER BUILDING CONTRACTOR TYPE OF BUILDING P,;�-7 � -JF-^L. _SINKS SHOWERS S LAVATORY l WATER HEATERS BATH TUBS DISIIWASRERS URINALS DISPOSALS ,3 CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES TMST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CITY OF - /iUsPCj- 4&44(lc Ve4d- Office of Building Official REQUEST FOR INSPECTION n Date Z 2 —l6 Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANIC Framing ElFooting E] Rough Wiring El El/ Air.Cond.& El Re Roofing El Slab ❑ Temp Pole El Top Out L�' Heating / Lintel ❑ Final ❑ Sewer ❑ Fire Place [B/ READY FOR INSPECTION Pre Fab A.M. Mon. Tues, Thurs. Friday P.M. _ A.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy Date UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 15th day of September , 198 7 , between the City of. Atlantic Beach , a Municipal corporation, hereinafter called,"City", and Greenfi6ld Builders , a , corporation, its successors and assigns, hereinafter called "Developer". W ITNESSETI-1 WHEREAS, Developer owns land in Duval , County, Florida, more ImnrLiculurly described as Lot 34 Unit I Oceanwalk refer to acreage, plat engineering 2328 Beachcomber Trail drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing 1 buildings,' 1 residences and/or other improvements thereon consisting of' — Single Family and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and r WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary- for City -to enlarge and expand its offsite water and sewer plants and facilities and: it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to ,the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the .cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with tiro teruts of this agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change . from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and.egress to' each of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. 8. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into tl►e Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. if the Developer modifies his development plans for Developer's property which would require' greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities, than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's* service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise .specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the .inspector of the project along with the Developer's eneineer. but Citv absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City,. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. D. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. D. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon. execution of this Agreement the sum of ,10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review- fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to . provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at. the rate of onethousand thirty five dollars ($ 1,035.00 ) per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of 'a 1 D A meter installation fee to, cover meter cost and meter iistallation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85,00 per 3/4" x 5/8" meter E. If available, construction .water will be charged to building based oil metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund, 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein { extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer�Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro, rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution' of this Agreement, 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated oil the basis of the Hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire, at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and. procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Agreement, a total of $425.00 ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of $'1','03'5.00 ; and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 ner '3/4"! 'meter upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total amount of'$ and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of '$ . . . . . . . . . . ' 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost of any additional required outfall pipes to may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City'. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic paymept of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer wider the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. ' 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which tl►e damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable repairs which must be. made by the City or independent contractors prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. ll. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. if the property is platted, one copy of the recorded plat shall be furnished to the City. ' B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar arid three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water arid/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor sl►all mark each service line and all valves with an eight (8) foot pressure treated wooden post In the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box arid valve box on each water service and valve as shown on design drawings. A t irrevocable letter of credit, tl►e terms of wl►ici► will indemnify and save i Harmless the City from ally loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. , F. A Bill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. H. A deed for .any and, all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage releases and mortgage subordinations. as required in this Agreement. . J. For onsite and offsite construction provide City an ' accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether toe Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at •least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory 22. All notices that may or must be given under this Agreement = shall be in writing and shall be valid if mailed by United States = ; ' registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: Developer y i �%l' -,% .rs , Witness City of AtlantaBeach Witness r r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-B-86 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 PROJECT NAME PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 1 2 3 BUILDER PERMIT NO.: OWNER: tr ►i ik S Q` JURISDICTION NO.: DETACHED CHECK IF WORST ❑ IF MULTIFAMILY, GLASS AREA AND TYPE NEW ❑ ADD. CASE CALCULATION: NUMBER OF UNITS: CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED CEILING INSULATION ATTACHED FLOOR AREA UNDER ATTIC SGL. ASSEMBLY Ij-J -I I SGL SGL NEW � ADD. p q b R =�.� R - m.� !T G � DBL DBL �J NET WALL AREA AND INSULATION CBS R= FRAME R= STEEL STUD R= LOG R= ❑❑❑ ❑.❑ AIJ 7 1/ I = ❑ [I❑❑ ❑ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCOND. SPACE E CENTRAL ❑ NONE ❑ ELECTRIC STRIP HEAT PUMP L_J ELECTRIC ❑ SOLAR R = F11�1.© ❑ ROOM ❑ NATURAL GAS ❑ ROOM/PTHP ❑ NATURAL GAS ❑ HEAT RECOVERY IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS ❑ DED. HEAT PUMP SPACE nn C} --A EF R SEER/EER = �.1✓1 COP/AFUE _ �. = ` O SF/EFFu = ❑.❑ ❑.❑ NUMBER OF BEDROOMS = LM INFILTRATION PRACTICE USED tD _ O X 100 - F a ❑ #1 �#2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordancewithSection 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calc tion are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. building will be inspected for co Rpliance in acc9rdance with Section 553.908 F.S. OWNER/AGENT• BUILDING OFFICIAL: DATE: DATE: MR & MRS POLAND FLORIDA ENFR(..i EFFICIL-.NC''(` C0D1= FOR. BUILDING CONSTRUCTION Sect-ion 9 Compliance Prr. e�'r"':,in--R��s i dem i za l Point System Method Vers-i car, 1 . OF MarCh , 1 ^87 Depar ment of Community Aftairs Printout Submitted 'in 1 cr of Form 900A-86 ---------------- PROJECT NAME : PERMITTING OFFICE : '� AND ADDRES4') : ?UfdE : JILDEh' : �/' / � ` .I PC�kMIT N0 . : --------------- OWNEh; : JURI"IDICTION NO . : ? I BUILDING OFFICIAL COMPONENT VALUI': CHECKLIST WINDOV43 Double Clear Total Area : 466 . (:) CL J _..__.-.-__________ W 1 Ext Frame --FaceBrIck Area : 2647 . 0 _ R-Value : 11 . 0 .-.-_..-_ ,,,___....___..._ 2 . Ad j Wood Frame Area . 1 41 3 . U --------------- P-Value : ______________R-Vza1use : 1 1 . 0 , CEILINGS 1 Under Attic Are,i : 2069 . 0 FLOOR: ! . Slab-cin -crude Por'im: 1 ;17 . 1) R-va Iua : 0 . 0 DUCTS Uncond . Space Length - ?.I._i_ _._._....--__.__-_____ R-Value : 5 . 0 COOLING 1 . Central A . C . E>E E R . '' . 50 141u 1 t i C ret!; -..._.__._.._.____---- HEATING 1 . Heat PumP COP : 2 .7410 ------------ MuItizor,e . Credit: HOT WATER Bedroom:-:- : 1 . E 1 ec t r'i c ------- INFILTRATION Practice : 2 AS QUILT POINTS A. i. i'O INT00 - EPI 48664 . 2 54400 . 1 89 . 5 GLASS: TO Fi_OOR ,AREA RAi'10, - 0 . T f) "I 2 ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WTNDOWS 904 . 1 Maximum of 0 . 5 CFM per linear foot of operable stash crack . ------------------------------- E=XTERIOR & 904 , 'l Maximum of 0 . 5 CFM per sq . ft . of door area . ADJACENT DOOR`:; Includes sliding gl4ass doors , solid core, wood panel , insulated , or glass doors only. ------------------------------------------------------------------------------- EXT . JOINTS & 904 . 1 To be caulked , gasketed , weatherstr-ipped or CRACKS otherwise sealed . ------------------------------------- ------------------------------------------ WATER HEATERS 904 . 2 Must bear label -indicating compliance w/A.SHRAE standard 90 or comply with efficiency and standby loss, requirements . Switch or clearly marked circuit breaker (e= lectric ) , or cut-off (gds ) must be provided . An external or built in heat trap must be provided . ---------------------------- SWIMMING POOLS 904 . 3 Spas and heated pool :-: must have covers (except & SPAS solar heated ) . Non-c"mmercial pools must have a pump timer . r::as spa & pool heaters must have minimum thermal efficipcy of 75`n --------------------------------------------- - ------ -- ------------------------- HOT WATER 904 . 4 Insulat46r s raquired only for recircu)ating PTPES systems . in ._ •rr.h cases , piping heat loss shall ESE:.• limited W 1 7 . 5 BTU/H/Li near Ft . of pipe . ------------------------------------------------------------------------------- SHOWER HEAD:: 904 . 5 Water flow must he restricted to no more than 3 gallons per minute at 20 to 80 PSIG . ------------------------- HVAC DUCT 903 . 2 Constructed it accordance with industry CONSTRUCTION 904 . 0 standards & local mechanical codes . Ducts in Unconditioned space ,hurt be insulated to minimum R-4 . 2 & joints; must be sealed . ----------------------------------------------------- -------------------- ------ MVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat for each system . -------------------------------------------- -- - ------------------------------- CEIL..ING INSUL . 004 . 9 Minimum R--19 . INFILTRATION REDUCTION PRACTICES COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS PRACTICE 41 Comply with Infiltration Prescriptives in above table . PRACTICE 42 Comply with Practice 41 and the following . ---------------------------------- --------- ------------------------------------ Exterior Walls & Floors Troia plate penetrations sealed . Infiltration barrier •in<stall :;d . Sole plate/floor joint caulked or see i d . Exterior Walls & Ceilings Penetrations , joints and cracks on interior ; , ;001 ;1 , "U" ""UI n Ductwork in unconditioned space must ne sea i ea . a. Fireplaces Equipped with outside: combustion air , doors , and flue dampers . Exhaust Fans Equipped wi r h dampers . Combustion device:, see 903 . 2 . (f ) _ Combustion Appliances Ppovided with outsides combustion air . T In Accordance with Sec . 553 . 907 I Review of the plans and specifications I Hereby certify that the plans and I covered by this calculation indicates specifications covered by this c a lcu- I compliance with the Florida Energy lation are in compliance with the I Code . Before construction is completed Florida Energy Code . I this building will be inspected for compliance in -accordance with Section 553 . 900 F . 7 . ; I nUILDING CFf=IC.IAL : __________________.__ DATE : I ATF : SUMMER CALCULATIONS BASE =__ I __ AS-BUILT ORIEN AREA x BSPM = POINTSj T Yk aC: t RI EN :TEA x SPM x SOF = POINTS N 167 . 0 38 . 3 6?96 . 1 j Cf;11.. C1.R N 70 . 0 38 . 3 0 . 86 2308 . 6 DSL. CLR N 48 . 0 33 . 3 0 . 78 1437 . 3 CLR N 25 . 0 38 . 3 0 . 82 780 . 8 j DF31- CLR PSI 24 . 0 38 . 3 0 . 73 673 . 1 E 105 . 0 79 . 7 8?68 . 5 j r)E,L CLR E 60 . 0 79 . 7 0 . 72 3425 . 7 I DBL CLR C 45 . 0 79 . 7 0 . 65 2314 . 7 S 137 . 0 66 . 2 90(69 . 4 j 1)F2,I_ ;;;._R S 32 . 0 66 . 2 0 . 58 1236 .4 DBL CLR S 15 . 0 66 . 2 0 . 52 515 . 6 DR CLR S 90 . 0 66 . 2 0 . 65 3878 . -1 W 57 . 0 79 . 7 4542 . 9 j MBI1- Cl_�; W 42 . 0 79 . 7 0 . 85 2834 . 1 j 0E)L CLR VJ 15 . 0 79 . 7 0 . 65 771 . 6 i I I 15 x CON D . FLOOR / TOTAL GLA` SS == ADJ . < GADJ GLASS j GLASS A E A ^,R EA 1:=,^,.(' P O ) I��.t T:S P O I N T S I POINTS 15 2890 . 0 466 . 0 0 . 930 28376 . x; 26397 . ° j 20176 . 0 AREA x BSPM = POINTS I TYP F R--VALUE ARCA x SPM = POINTS WALLS-----___-_--___ Ext 2647 . 0 0 . 90 2"w 32 . 3 j E :t Frarne-Fac.,B ick 1 1 . 0 2647 . 0 0 .40 1058 . 8 Adj 189 . 0 0 . '70 132 . " j Adj Wood Frame 11 . 0 189 . 0 0 . 70 132 . 3 DOORS____._ Ext 21 . 0 7 . 70 161 . "r E <t Wood 21 . 0 7 . 70 161 . 7 Adj 19 . 0 <? - 90 55 . 1 I Adj Woad 19 . 0 2 . 90 55 . 1 CEILINGS---------- � UA 2890 0 0 . 60 1733 4 . i:) j Undpt, At:t i r; 30 . 0 2069 . 0 0 . 60 1241 . 4 Slb 187 . 0 -:37 . 00 -6919 . 0 j S'la L,--on -Gr,: de () . 0 187 . 0 -41 . 20 --7704 .4 2890 . 0 0 . 00 2312_0 . 0 j f' a 42 21990 . 0 8 . 00 23120 . 0 TOTAL SUMMER POINT, 47064 . 2 :18240 . 9 i i TOTAL x SYSTEM - COOL IhJG TO 1'.A, D1.1(.:T lYSTEM x CREDIT = COOLING UM x'113 P1,1L.-A PC11.f,1 TIVI N MUI_ i MUL"f' MUl_T POINTS t: 'f0C)4 . <. C . =^.E; '' ! 649 9 1 , G 0 . 400 0 . 900 15418 . 7 WINTER C,ALCLJL_ATZON a = BASE __ AS--BUILT =__ GLASS------------- I ORIEN AREA x SVIPM = POINTS � -r''(h� t R1 Ell AREA x WPM x WOF = POINTS N 167 . 0 7 . 3 12 "19 . 1 10P,1'. CLR N 70 . 0 7 . 3 1 . 20 614 . 9 I DR[_ C L R N 43 . 0 7 . 3 1 . 33 464 . 8 DRI C;LR PJ 25 . 0 7 . 3 1 . 27 232 . 1 I DR CLR N 2'4 . 0 7 . 3 1 . 40 246 . 1 E '105 . 0 --9 . 2 -966 . 0 I 0R t_ (:L.R 60 . 0 -9 . 2 0 . 24 -130 . 5 DBL CLF E 45 . 0 -9 . 2 0 . 00 -1 . 0 S 137 . 0 -28 . 4 -uP,90 . ,, I 901._ ("L.R S ''2 . 0 28 . 4 0 . 64 -579 . 2 DR L. C L R S 15 . 0 -28 . 4 0 . 45 -193 . 0 ')F',1, CLR > 90 . 0 -28 . 4 0 . 74 --1891 .4 W 57 . 0 -9 . 2 -524 . ti I DR CL.R W 42 . 0 --9 . 2 0 . 58 -225 . 8 I Dal,_ CL.R W 15 . 0 -9 . 2 0 . 00 -0 . 3 I I - 15 x C0ND . f=L0OR / TOTAL GI_AS3 DJ . x GL_A ADJ GLASS I GLASS AREA AREA F,A.CTOR P011`dT:3 POINTS I POINTS 15830-�____ 460 0 9,30 ,11 (32 . 1 -3^71 . (3 ( -1463 . 3 i i AREA x RWPM = POINTS' I rYfi'E R-VAI,_UE AREA ;t WPM = POINTS WALLS----------_ I Ext 2647 . 0 2 . 20 582:3 . 4 � F. t ~amo -Fo tx� r °; c 11 _ 0 2647 . 0 3 . 50 9264 . 5 Ad j 189 . 0 3 . 60 680 . 4 Ad j Wood Frame 1 1 . 0 189 . 0 3 . 60 680 . 4 I DOORS-__-__.__..___.__ 15 . 40 323 . 4 Ext Wood 21 . 0 15 . 40 32:3 . 4 Ext 21 . 0 Add 1 9 . 0 1 3 . 30 252 . ' I Ad j Hoc.)d, 1 9 . 0 13 . 30 252 . 7 I GE I:I..I NGS-----_� -�---___ I UA 2890 . 0 1 . ?0 3 168 . 0 y !r,c;c r attic 317 . 0 2069 . 0 1 . 20 2482 . 8 FLOO Rs__----_.___.__ I �1 �� 1837 . 0 3 . 90 1664 . 3 `a1Gal:�-c7n-t�r�ar_!c 0 . 0 187 . 0 18 . 80 3515 . 6 4 ;90 . J 7 . 40 2130'6 . 0 I 1"'r.ac:ti�;� #2 28390 . 0 7 . 4Q 2 "I ?86 . 0 TOTAL WINTER POINTS 29726 . 4- ( u6442 . 'l TOTAL :a'(STEM - HEAT I1VG TCi?, 1. ;<, (:,aP i U�_:T < SYSTEM x CREDIT = HEATING N1 PTS MUL1 P 0 1 N I C;OM PC)I`d ^,TI MULT' MULT MLI LT POINTS <7^?6 . 4 �l . 3 7530, . (; I >�i.14 . 1 1 . 000 1 . 1 ",9 0 . 500 0 . 900 1 8"?66 . c' WATER HEATING _- SASE =__ - == AS-BUILT NUM OF x MULT TOTAL ( DESCRIPTION r7C. CAP x MULT x CREDIT = TOTAL SEDRMS ( r�ATI0 MULT 4 3803 . 0 15212 . 0 ( Electric 0 . 90 1 . 000 6719 . 7 1 . 00 14878 . 7 SUMMARY - _= SASE AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS - POINTS ( POINT; -+- POINTS + POINTS = POINTS 21649 . 5 '17538 . 6 15212 . 0 54400 . 1 ( 15410 . 7 '18366 . 8 14878 . 7 48664 . 2 F:PI = 89 . 5 t DEPARTMENT OF BUILDING [� (� t CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. 9 9 PERMIT TO BUILD f THIS PERMIT MUST BE POSTED ON JOB 414,75 1b*75 T Date S§pt. 15 19_87. 414,,75CKT 66153 IA 9/15/8 Valuation$ 123.855.00 Fee$_4 14.7S 9091 .0 CCA 6153 1A 9/19/8 This permit not valid until above fee has been paid to City Treasurer,and is 1 000 subject to revocation for violation of applicable provisions of law. i This is to certify that Greenfield Builders CGC 026899 583 No. San Pablo Road Yacksoxvillejlorida 32225 has permission to build Si.nsIle FAmily Classification New Residential Zone RS-1 Owned by Mike/Betty Poland Lot 34 Block Unit I S/9eeanaalk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS S; AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS X AFTER DATE OF ISSUE 41 401 O Building material,rubbish and debris zq from this work must not be placed in public space, and must be cleared up and hauled away by either con- str. ctbor owner. Buil ' Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER I f PLANS REVIEW CHECK LIST Address i1_►ist '" 15_ ---j ==----Owner ,.,l- � �_ - - =r`----------- , Legal Description_ �� _ 1� = _____Contractor ____________ ------ -------------License Number Y ---------- License on File - YES NO Section 24_101 * Zoning Regulations Zoning District___'_ _! Proposed Use �y_4 '. '_ Required Lot Size_;``(;'s_ Actual Lot Size qo.t �C_ !5Q �0 ?( Setbacks Required Provided Section 24-17 front _ c u tp ___ CORNER LOT INTERIOR LOT rear LIQ tGr Flood Zone _____ '" side-1 ----�'6-- -----) Required Elevation side-2 / Max. Height Allowed___ ____ Proposed Height__ ,2 (�2+ Section 24_82 * Minimum Lot Coverage Required Heated Area la , _ Proposed Areac' 777______ Section 24_161 * Offstreet Parking Number Spaces Required_il___ Spaces Provided-___C;?�, _____ Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: Buccaneer Utilities _____ City of Atlantic Beach Utilities _____ Private Source SEPTIC TANK WELL Plane Reviewed by / , '' Date r, -- --`T--- --------- J- - Building Permit #__ _<'--____ (ISSUED-) DENIED � t4 0Nt 1 DC 14Nw 4r L C,< ;e ?l q D @ $_ 1 Seer sq ft = $ per sg = $ ft �� a � C6 per sq ft = $ �� @ $ Per sq 'ft $ @ $ per• sgft -- $ TOTAL VALUATION: $ 3 k,,LO 1sL $ ADD coo 0?) $ / + SPer thousandor . portion thereof i ------------------------ Total Building Fee cid/or FEis'S REQUIRED ; + Filing Fee $ "Fireplaces @ 15.00 $ O BUILDING IPEIMT FE C, $ /0. 7,5 _— i---------------•,-------------------------- Septic --•-- ------------------Septic LaLu�. ✓ BUILDING PERMIT $ Well WAIFR MCiTR CHARGE $ (� Rdniniig Pool SEWER IMPACT FEE $ Sign WATER RTACr H% $ Water Connection MISCELLANEOUS $ Sewer Connection ,/ $ Water Meter _� $ Elevation Certificate' GRAND MAL DUE $ /t 959, • 6 ----------------------------------------------------------------------------------------------- CALCULATIONS anti/or Nal'ES City of Atlantic Beach Fixture Unit Worksheet for Water ,Impact Fee ' FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. __3_BATHROOM GROUP CONSISTING OF _Q _SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) a WATER CLOSET VALVE ,_WATER CLOSET, TANK OPERATED (4) _, VALVE OPERATED (8) 0-BATHTUB/SHOWER (2) _ _URINAL WALL LIP (4) I. SHOWER GROUP PER HEAD (3) D FLOOR DRAIN ( 1) V_SHOWER STALL DOMESTIC (*2) __I__LAUNDRY TRAY (2) 3 LAVATORY (1 ) COMBINATION SINK AND TRAY (3) __/__WASHING MACHINE (3) _ �_ _POT, SCULLERY SINK (4) -- (--DISHWASHER (2) 0_ WASH SINK EACH SET OF �1 FAUCETS (2) _ V _KITCHEN SINK (2) _ DENTAL LAVATORY (1) LKITCHEN SINK WITH WASTE _ GRINDER (3) _ _DENTAL UNIT OR CUSPIDOR (1) _ _BIDGET (3) _URINAL STALL, WASHOUT (4) _ _FLUSHING RIM SINK (8) _ 0 _COMBINATION SINK AND TRAY WITI FOOD DISPOS. (4) . _URINAL, PEDESTAL, SYPHON JET _ BLOWOUT (8) O _DRINKING FOUNTAIN (1/2) _ --LAVATORY, BARBER/BEAUTY SHOP (2) ___LAVATORY, SURGEONS (2) _ _SURGEONS SINK (3) __1__ICE MAKER (1/2) Z 1 S� � 0 TOTAL FIXTURE UNITS / @ $10. 00 EACH $ 67 JOB INFORMATION___ /-0 T__ �� V (__O C 0 Mwy -� - - - - CITY OF ATLANTIC BEACH No. 5513 FLORIDA Sept. 15 1987 NAME Greenfield Builders ADDRESS 583 North San Pablo Road ' CITY P_ AI. D Jacksonville 32225 Water Impact Fee #43»343»3700 $425.00 Sewer Impact Fee #43-343-5200 $1,035.00 Water Meter #43-343-3300 SEP I9al $85.00 $1,545.00 Lot 34 Unit I Oceanwalk 2328 Beachcomber Trail THIS RECEIPT SERVES AS A WORK ORDER. TAKE RECEIPT TO LE Y IC WORKS DEPT. TO SCHEDULE 12OD SANDPIPER � When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO I Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER DRAU FLORIDA DEPARTMENT OF REVENUE N.7/87 CERTIFICATION OF PAYMENT OF FLORIDA USE TAX I hereby affirm that I am aware of the provisions of Florida law which imposes a 5 percent tax on the use in Florida of goods and services purchased outside of Florida; that it is the obligation of the purchaser to remit the tax to the Florida Department of Revenue if it was not collected by the seller; and that I have remitted or will remit any applicable Florida use tax to the Department of Revenue in the month(s)of . 19 [1] Type of License l a 16e - [2] License NumberC2r e0off ff I [3] Type of Business Activities [4] Issuing Authority Y [5] Date of Issuance S -„Z J-87 [6] Name u -/< Address 8� City,State,Zip K . F/ .? f Sales Tax Number 100 241,2 - 33 Telephone Number Signature of Applicant Date Iss ority Signature of Gov r ment Official i DEPARTMENT OF BUILDING Q /� �1 CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. 9 41. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 1 Date January 12 19 88 11 valuation$ 6,000.00 Fee$ 33.00 13 r l00 TL This permit not valid until above fee has been paid to City Treasurer,and is 2074 IA 1/1 4/0 subject to revocation for violation of applicable provisions of law. 94' 1 r00CA1 This is to certify that Miahael Poka*d 111001 ihas permission to build Swimming Pool as per plans Classification Residential Zone RS-1 Owned by Michael Poland Lot 34 Block UAit I S/D E?Ceanwalk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE -----► o Building material,rubbish and debris Z from this work must not be placed in public space, and must be cleared fup and hauled away by either con- tr ctor r owner. Eu ofscial. II FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER PLANS REVIEW CHECK LIST I Address � ' lr t' F lea ,^ ` �. Owner---- --- =..= `_ .t_�--f g-- �--- Legal Description___ ' _ Contractor License Number ___ License on File YES7'10 Section 24_101 * Zoning Regulations , --------- Proposed ProposedZoning District_ ( Use ------- Required ------Required ' r Lot Size-2, -,LIL6-__ Actual Lot Setbacks Regairgd "Provided Section 24_17 front ? CORNER LOT INTERIOR LOT rear --- --- ----Y--- Flood Zone side-1 Required Elevation side-2 Max. Height Allowed__O/-�)____ Proposed Height__, Section 24_82 * Minimum Lot Coverage I Required Heated Area _ V1 Proposed Area Section 24_161 * Offstreet Parking Number Spaces Required...1_L_� Spaces Provided___i' _ Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities _____ City of Atlantic Beach Utilities Private Soa SEPTIC TANK WELL Plans Reviewed by -- ---- - Building Permit # („1_SSUFD' DENIED __�� ---- Address Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ _der sq ft = $ TOTAL VALUATION: $ lo. oc) Tota Va cation 1st $ peDp b �f o 00 Remaind r Valuation 2,oDper thousand or portion thereof -------------------------------------- Total Building Fee $ a o d ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee Mechanical ; Fireplaces @ 15.00 $ Plumbing ; BUILDING'PERMIT FEE $ p Z1 Electric/New Electric/TEnp Septic Tank BUILDING PERMIT Well WATER METER CHARGE $ a mTdng Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MIS r'Ei TANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE ----------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES t CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT / C rd � Job Address 1 3 b(74r yt �t �J v �9 Lot # zJ 7 Block Subdivisions Owner � lql ( 4-,if / Address �c7g •'5 4 �_/. CG k,,44 UC)/4 �a�., 32G?2- Contractor 5 C Address License Number Valuation $ Gallons d SITE PLAN front cn cn N. N. a a m m rear Mr,1Lj_ Signature Owner / Date " 7 Signature Contractor Date Ar 44241 MAP SHOWING SURVEY OF IAT 34, OCF.P►NWAI,K UNIT ONE, AS RECORDED ;N PLAT BOOK 42, PAGES I., IA, 1B, 1C, 1D, 1F AND 1F OF THE CURRENT PUBLIC REa)RDS OF DUVAL COUNTY, FIARIDA. /✓O/• 38. 3 T7 0• (nfo T2s) 170) �,y 7� .vb• 'XiZ�) i I (, o (�1 •7v'EASEMEN Fat Lti4MVAOe, AM41T/E✓*A2 .OM41r� /)7 10 foo'��tv Pexic � op 'ns�iewic"'� rN1D 1 it^csr. . j �p !<�� 9 g3 C •essusnav, s�a,°w�t. �) D . 14 /1 �1 'rJIMA/ • ZOAN I Cff~ 11 yy4 M. �Os14 MM4 Orc� M` ry AWAft MR --�--- Q �� /Zao77 qg" Q . 8 '+c 4t 040r 44-4r Q g�� 00 Ire 6fj �o Q AT 44241 MAP SHOWING SURVEY OF IAT 34, OCEANWALK UNIT ONE, AS RECORDED �N PLAT BOOK 42, PAGES ] , IA, 1B, 1C, 1D, 1F, AND 1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Al.0/0 38 3 7 0. N •G'A�EMEN �►t ARar�.4 s�r.�ira5 Ayr4+T"� 47 ?nolf 'O'bv D (Q� T Cad meg •AwA��ccnwAMrgfse".Jwcws my so E MW Pl~A494 4W.Cl.000 orcl► ��'`•Q MAO D iMA y2rMfcICA Na se x N h0 r Qo to ` •�cc CITY OF Office of Building Official XG REQUEST FOR INSPECTION {/p Date /-c2 v Permit No. 0 Time A.M. Received P.M. District No. Job Address \Locality C� Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Y „� ,1 Sewer ❑ Fire Place 11READ OR INSPECTION Pre Fab A.M. Mon. Tues, Wed. Thurs. Friday DIOC1 A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official REQUEST FOR INSPECTION Q ^ Date ZN Permit No. 7 Time A.M. Rece/i�ved� +� P.M. District No. Ck! Address �" Locality Owner -- i Name (��7f_�- Contractor BUILDING CONCRETE ELECTRICAL P GING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues.' ,Q Wed. Thurs. Friday P.M. inspection Made Inspectors / c Final Inspection❑ Certificate of Occupancy Date ,,,` Q CITY OF Afkaft &4d-96� Office 4d- Office of Building Official REQUEST FOR INSPECTION Date RT Permit No. Time A.M. Received _P.M. Distri No. 45?3a Job Address Locality Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab —� A.M. Mon. Tues. Wed. Thurs. I*+aaV , ) A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 1&4W&1- Ve4d— Office of Building Official Q" REQUEST FOR INSPECTION Date ✓� v Permit No. � Time A.M. Received _P.M. District No. &Jb Address Locality Owner's Name Contractor BUILDING CONCRETE PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Pole .�f' Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. es. Wed.. Thurs. Friday AX Inspection Made w P. Inspector �y V Final Inspection❑ Certificate of Occupancy Date DR-lCO FLORIDA DEPARTMENT OF REVENUE N. 7/87 APPLICATION FOR CERTIFICATE OF OCCUPANCY I hereby certify that the property described below: Contract Identification Number Description of Property (Example: house, commercial building, road, bridge, etc. ) �r�%��) G 89r Contractor's Certification # Issued by Department of Address of Improved Property Professional Regulations, If Applicable - City State Zip Sales Tax Registration 4 is substantially completed and that we are registered for paying Sales and Use Tax with the Florida Department of Revenue. Name of Prime Contractor/General Manager G� ��► I`i�'�� i� /r�'�'� `� Address City, State, Zip x Total Contract Materials $ Total Contract Labor Tota $/�T�'��► Signature of Prime Contractor/General Manager Date Signature o County Official Date CITY OF Department of lNuOing 3noprrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use classification ¢ Bldg.Permit No. Group Type Construction —Fire District.. -- i fx; Address__ Owner Of Building – -`— Building Address Locality__- -- Building Official Date:— ♦WT IN A CONSPICUOUa rt.ACC BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Greenfield Builders Building Permit Number: 9091 Address: 2328 Beachcomber Trail Legal Description: Lot 34 Unit I Oceanwalk Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: 9.751 Q�j -- --_� LCK--- ---------- required as built n/a Sales Tax Certificate: ! �� dat/e-tsu-b BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: ` ! Fire Chief Public Works Planning Director E _ Building Inspector _ _ _ 1T THE STb. State of Florida 041719 �rF 37 ' - DEPARTMENT OF REVENUE THIS CERTIFICATE Is 'W tF CERTIFICATE OF REGISTRATION NON TRANSFERABLE Issued Pursuant to Chapter 212, Florida Statutes REGISTRATION DATE OPENING DATE CERTIFICATE NUMBER APPLICABLE ONLY IF CHECKED: 105/2P/87 107/01/8711 26-08"100242—3 3 11 EXEMPT PURCHASE PERMIT FOR MULTISTATE BUSINESSES ❑SERVICE RESALE PERMIT RAILING ADDRESS THIS CERTIFIES THAT GREENFTELD BUILDERS INC 583 N SAN PAPLO RD GREENFIELD BUILDERS INC JACKS>ONVTLLE FL 32225 5F3 N SAN PABLO RD JACKSONVILLE FL 32225 IS HEREBY AUTHORIZED AND EMPOWERED TO COLLECT SALES AND USE TAXES FOR THE STATE OF FLORIDA THIS CERTIFICATE MUST BE POSTED IN A CONSPICUOUS PLACE PLEASE REFER TO YOUR CERTIFICATE NUMBER WHEN REPORTING TAX CITY OF ,-0.4ofiC TvU4- ida Office of Building Official /,_,REQUEST FOR INSPECTION Date � Permit No. Time A.M. Received PM. � �p�Distrrict No. ' 4 Job Address ` Loplity, Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final V' Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. F/' ridgy J �"P1M, M. Inspection Made P. Inspector Final Inspection❑ Certificate of Occupancy Date \ k1 lyi tt�^ �J d 11 5.3 N 45 . •0 O N N L\7. ' 54.1' �ToY BLOGK� 3' MASONRY F0UV40A'f 10N (_CONC. BLOCK ONLY e*WC9T �lr//5N Fsct�Q= �D.�Z�'N •THIS 15 A BOUNDARY SURVEY. • 6.6 NO 9\11t OIN6 RESTR1CZ10N m LINE BY PLAT. .ELEVATIONS SHOWN Twisc .bb) REFER TO NATIONAL GEODETIC VERTICIkL DATUM. ( q.TO \TOP BLOCK) �LOc1\) LI •THIS PROPERTY LIES IN FLOOD 17.6 26.5 0iN � ZONE'�A WH�CN 15 THE 100 a1 (I0.34) YEAR FLOOD AREA, BY FLOOD ��• — (TOP OLCI MAP R6YISE.D DEC. IS, 1963, N COMMUNITY PANEL NO. ZI• `g6� N IZOOT7 O265D. BEAR1N65 DY PLAT 500K 421 FACES 1, kA-IF. 10 QO �nn-- 0 `V It r�^ forte�7aoi.l V �',Q 5o ,I 1 HEREBY CERTIFY TO: ''TITLE INSURANCE COMPANY Or- PMtJNESOTA.. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 471.027 H. A. DURDEN ADMFLORIDA INI ARATION COD[AND CHAPTER 21 HH-6 FLORIDA & ASSOCIATES IMC. 4 rLowlow wsoaTawao wvsrow No. 41TT LAND SURVEYORS SIGNED OCT06ER 1 S a—? Poet OMloa Box 50670 1103 south Thud Str.at SCALE: I = 20 Jacksonville Baaoh,Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. Ig20T �r- BUILDING AND ZONING INSPECTION DIVISION a ,, CITY OF ATLANTIC BEACH,FLORIDA z ELECTRICAL- PERMIT a Date Fee $ Permit No.—SW O W Location s " p Between and d This is to certify that °a 00119 A11100 416 Allonli MAIM {Electrical Contractor) (Master Electrician} ; "r V has permission to install Electrical Construction as described�J;iirein in ,'� accordance with the provisions of the Electrical Code and r!906' ons ' of the City of Jacksonville, and subject to the information sho;'",an the l application, drawings and specifications which are made a part of this Tr i permit. t ;S for a Type of work:• Pat G SERVICE: 44106ft 20OWS 30 SO 200ft 4*U 100 a u_ Feeders: g Outlets: 0 Receptacles: ba o0 Switches: x Incandescent: �- fluorescent- Appliances- Air luorescentsAppliances:Air Conditioning: Motors: Transformers Signs; Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ,ANY SIX ISSUED BY: MONTHS PERIOD, PERMIT Electrical Inspection pervisor' k i. y7 I i i l CITY OF ATLANTIC BEACH, FLORIDA - (� 5 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: (1 �I /-�- I9 OU IMPORTANT / �r NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCO WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: TE ELECT ICIAN SIGNATURE / NAME \x=15 ADDRESS: -RFD-BOX BLDG.SIZE BETWEEN: pLT/1 L(/l LGA RES.)() AFT.( 1 COMM-( I PUBLIC( 1 INDUS. ( 1 NEW( 1 OLD( J REW.( ) ADDITION ( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( REPAIR ( 1, FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS _ / PH3WbVOLT nIe RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONGEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS: 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS: OVER APPLIANCES L BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP:MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS _, A 0a TuAl1ccnolman; tltunPR iiM V OVER am V: CITY OF ,, 3'�.✓"�.E� -� ��t f �, ,.� Af4gft &4d- Office of Building Official REQUEST FOR INSPECTION Date hermit No. � Time A.M. Received A PM District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBINta MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A,M: Mon. Tues. Wed. Thurs. Friday Inspection Made Inspector - �' Finallnspectiontp� Certificate of Occupancy Date CITY OF Po f R e t oy Office of Building Official Fl-v h(3 J REQUEST FOR INSPECTIONN1,,` Date j,�, Permit No._ 1 '�'9/ Time A.M. Received? P.M. District No. JoWdress 1 Locality Owner's Name �rC�� Contractore&cz,"�, BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL J Framing Footing ❑ Rough Wiring It--- Rough ❑ Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out IZl--- Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTIQN Pre Fab Mon: A.M. Tues. Wed. hurs. ' Friday P.M. A.M. Inspection Made RM Inspector Final Inspection❑ Certificate of Occupancy Date i DEPARTMENT OF BUILDING 9279 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO..,, PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I Cly T Date 11/19 19 g' 1105 1 rA I I /i91d 9279 s orx Valuation$ Fee$ 15.00 13 L"55 I A I 1/1919 I�'17�J1 II This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that StoneCraft Ent.Inc. 2330 I ihas permission to WM install fir0l a ce I Classification Residential Zone Owned by Lot 34 Block Unit I S/D Oceanwalk House No. 2328 Beachcomber Trail According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 10 4 o Building material, rubbish and debris 34 from this work must not be placed j in public space, and must be cleared upd hauled away by either con- �,' tr to�or own I ` r $adding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING I ELECTRICAL 1 SEWER i � WATER 1 /S BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 8-2288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: r _J OF Intersecting Streets: Between G O_ BUILDING Sub-division II. IDENTIFICATION - To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attaclIed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good,,.practice listed therein. Name of Mechanical Contractors Contrite for (Print) Master a Nome of Property Owner r� Signature of Owner Signature of a Authorised Agent Ie I Architect or Engineer 111. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DOME ON 13 Efoctr/c THIS BUILDING OR SITE? yi ❑ Gas—❑ LP Q Natural ❑ Control Utility IF YES, GIVE NUMBER OF f NSTRUCTION Cl on PERMIT q/ mar — Swap 1A)6 t IV. WIICMANICAL 111911,111►MENT TO 86 INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) � esidential or ❑ Commercial M— neat ❑ Space ❑ Reconed O Contnl O floor C New Building Q Air Conditioning: ❑ Room ❑ Control ' ❑ Existing Building ❑ Duct System: Materiel Thiekno$ ❑�/Replacement of existing system Maximum capacity e.f.m. 2- New Installation(No system previously Installed) ❑ Refrigeration El Extension or add-on to existing system O Other — Specify ❑ Cooling tower: Capacity q.p.mr ❑ Fire Wrinklers: Number of hoods ❑ Elevator ❑ Meniift _❑ Escallefor (number) THIS SPACE POR OFFICE USE ONLY C] ,6asdine pumps (number) �bwiwdl Q Tend (number) Remark: ❑ LPG tontine" (number) Q Unfired prouuro vessel /+ Permit Approved Q Ieibn by e.e. OtIWW Specify R P,C.:•PLRC4 . Permit Foy LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT CspAty ws 1rTuB11Mr V>mti Description. Hodsi Number Mmufaaturer (Tbae) CITY OF r� ttic �'�2Cli - �Qviida 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 February 16, 1988 Third Floor Pre-Service Section Jacksonville Electric Authoirty Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #5652----1745 Ocean Grove Drive Permit issued to McClure Electric Company. Permit #5849----140 Magnolia Street Permit #5850----142 Magnolia Street Permits issued to Adkins Electric Company. Permit #5746----2328 Beachcomber Trail Permit issued to Bivins Electric Company, kA ReCovelopmWent rector RA/tb cc: file CITY OF r��a�rtic �eacl-j�a�ida Office of Building Official -�� REQUEST FOR INSPECTION Date _ Permit No. Time A.M. Received OltP.M. District No. 42 Job Address v Locality Owner's Name Contractor A2V 6"iy BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tu r Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy Date o_ 00 ;� avrriC �ool� (- -o L C)LuW vmv(` yool� F ",C)w+r) N qw -9 ISO Lq J r4 0 a IOQ - � S a - ij A ti o"f,e � 9 Q uy� o� •r'� uupa� w,� L THIS DESIGN HA EEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRL FABRICA .6 UKD 15% TC X-LOC L-R: 0.29 6.73 13. 17 .�. PINE *2 19% ._ate 2X4 SO. PINE #3 19% BC X-LOC L-R: 0,29 6.73 13. 17 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. OF SCARF CUTS UNLESS OTHERWISE NOTED, SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING TO THE ARCHITECTURAL PLANSJSPECIFICATIONS AND FABRICATOR'S THE 86 AMENDMENTS TO THE 85 STANDARD BUILDING CODE, DESIGN WIND TRUSS LAYOUT. SPEED IS 110 MPH AT 0-30' MEAN HEIGHT. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4'6" END ZONE FROM THE EDGE OF THE ROOF. THIS NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING TRUSS AS A DOUBLE MEMBER, AND WITH DOUBLED UPLIFT CONNECTIONS @ 72" MAX. O.C. REQUIRED, ATTACH WITH 2-160 NAILS, BRACING IS NOT MAY BE USED IN THIS ZONE. REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING + PROVIDE CONNECTION FOR 160# UPLIFT. ANCHORAGE MUST BE CONTINUOUS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT TO THE FOUNDATION, BY ERECTION CONTRACTOR. 3q ti t 12 I2 26 26 2-0-0 OVERHANG TYPICAL } 24 } , R-6059 H- 3.51" R-605 k- 3.5i" G-B-12 6-8-12 13-5-8 —' OVER 2 SUPPORTS PLATE TYPE--VOODLOC SEAN--117692 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.0.7 3ckE - D,s^Do M 11"E ENGINEERED PRODUCTS, INC. TRUSSES RE IRE EXTREME CARE DESIGN CRIT - REF T-- d q q q q q **IMPORTANT**iPORTANT** SHALL NOT BE RESPONSIBLE FOR RN7 WARNING r�' �nq•r� WRRNZNG IN HRNDLiti;, ERECTION AND tON r T-� n�+ ��yy q c:::3 DEVIRTION FROM THESE SPECIFICATIONS OR MY OEVIATION FROM SRACING.SEE -ORT-76",EBRACING YODO TRUSSES: ,...... B�. TC LL 3(�,Q PSF QRTE ��12>'p7 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTIRtY AND RECOMMENOAT(ONS-ITPII. SEE 'WITH THE "QAiLITY CONTROL MPMAV SY TPI. ALPINE CONNECTORS THIS DESIGN FOR AOQITIOIJW, SPECIAL PERMA• 7�: 4. J" ` TC QL 7.Q PSF QRVG HCUSR304 67163021 AAE MANUFACTURED FROTH 20 CADGE GALVANIZED STEEL UNLESS NEWT BRACING REQUIREMENTS, UNLESS OTHERWISE $G. QLj pPSF H�.'EGOTHERWISE SHOWN, MEETING REQUIREMENTS IF ASTM 8446 GRADE R- SHOWN, TOP CHORD 94ALL BE LATERALLY BRACED •y s - C rr��} [}APPLY CONNECTORS TO BOTH FREES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYN000 SHEATHING, 'I'U"1 .LD. 'Tl .O PSF 0!R LEN. 1O-' "(]RUSSHOWN. BERAING WIDTHS ARE 4'NOMINAL UNLESS OTHERWISE SHORN, BOTTOM CHORD WITH RIGID CEILING OR BRACING � , �}r_nDE�GNN SATTAANOAROS7$ON PCM-90. APPLICABLE PROVISION& OF DESIGN AS SPECIFIEFIRE ONREDESIGN. TREAD LUMBERT USE . ,++ JfpEtJ.4.tt"�1t14�.' OUR.FRC. 1 .33 PITCTI � r" t^ q d d q d d *--TPI - TRUSS PLATE INSTITUTE, NDS -NATIONAL DESIGN SPECIFICATION FOR VOOO CONSTRUCTION '"""" SPACING 24.0" ' JOB: HENDR+ KS THIS DESIGN HAS 'N PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS RICATOR. F X4 SO. PINE #1 KD 15%, EXCEPT AS SHOWN. TC X-LOC L-R: 8.29 7.44 14.33 21 .23 25.04 2X4 SO. PINE *2 KD 15% 2X4 SO. PINE #F3 19X BC X-LOC L-R: 8.29 9.74 18.93 25.84 S ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. OF SCARF CUTS UNLESS OTHERWISE NOTED. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS REFER TO DRAWINGS W103 AND W1.0'4R FOR OVERHANG DETAILS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO T1 - 2x4 S0. PINE #2 KD 15% VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR 'S NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD TRUSS LAYOUT. BRACING @ 48" MAX. O.C. REQUIRED. ATTACH WITH 2-160 NAILS. + PROVIDE CONNECTION FOR 1190 LBS UPLIFT. ANCHORAGE MUST BE CONTINUOUS BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO THE FOUNDATION. TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED * 1x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ATTACH WITH (2)8D NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED THIS TRUSS IS DESIGNED TO BE USED ON A BUILDING WITH NO SIDES AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. OPEN. DESIGN WIND PRESSURE IS 110 MPH AND 0'-15' ABOVE GROUND USING THE 86 AMENDMENTS TO THE 85 STANDARD BUILDING CODE. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4'0" END ZONE FROM THE GABLE 3 END. THIS TRUSS AS A DOUBLE MEMBER MAY BE USED IN THIS END ZONE. 6.00 T1 d� 14 27 * * 14 25 2-0-3 2-0-0 + 25 45 + 35 O.H. R-11638 W- 3.51- R-11634 W- 3.51" 14-4-0 11-0-0 25-4-0 OVER 2 SUPPORTS rLIT,E TYPE--YOODLOC SEON-- 58085 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 12.2.0 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT - REFR304--3604i **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ��11 •"'""• 1TRRNIN IN HFNIOLING, ERECTION RNDG10N •••.O CC O DEVIPTION FROM THESE SPECIFICATIONS OR FNY DEVIATION FROM 8RPCING.SEE -SWT-76-,(BRACING WOW TRUSSES: - �`�\"N B e•. TC LL 3 O.0 PSF DATE 12/ 7/86 YItN DTFEIbuR�Lt TC�YTLRC�LEM'FMUR�LIL�TIIEITRUS�sP; cONFp{t1ANNE Rs i4nS DESIGNTARY FNO�REC� sPEcRL.PEWW � PS+f1%90- TC OL 7.0 PSF DRYG HCUSR304 86351026 C O CC] ARE MFNUFRCT(RED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERVISE = • M0.3479�:Z LP I N C= OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 GRADE R. SHOWN, TOP CHORD SHALL BE LRTERALLf BRACEO . BC DL 1 O.O PS HC-ENG 0 0 APPLY CONNECTORS TO BOTH FACES RT EACH .HINT AND LOCATE RS WITH PRDPMY RTTRCHED PLTVO00 SHEATHING, :,e•.. • TOT.LD. 47.0 PSF O/R LEN. 25-4-0 TRUSS SHDVN. BEARING WIDTHS ARE V- NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRAC IAC DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NDT USE THIS .��.`� �F R10 �� ,- ouR.FRC. 1 .33 PITCH 6.0/12 C O O G O o " B2 AND •TPI-78 GR PCT-B0. OESIGN WITH FIRE RETARDANT TREATED L(R18EA. , 'PCO C.......•' SPACING 24.0' TYPE COMN-- •--TPI - TRUSS PLRTE INSTITUTE, `IDS - NATIONAL DESIGN SPECIFICATION FUR WOOD CONSTRUCTION JOB: MYATT THIS DESIGN HAS S' PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F, CATOR. TOP CHORD 2X4 SO. PINE *iCKD 15. TC X-LOC L-R: 0.29 6.27 16.09 23.73 31 .71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #M3 19% BC X-LOC L-R: 0.29 8.27 16.00 23.73 31 .71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 1X4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) 8D NAILS. BRACING SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S THIS TRUSS IS DESIGNED TO BE USED ON A BUILDING WITH NO SIDES OPEN. TRUSS LAYOUT. DESIGN WIND PRESSURE IS 110 MPH AND 0'-15' ABOVE GROUND USING THE 86 NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ AMENDMENTS TO THE 85 STANDARD BUILDING CODE. 6-0-0 MAX. O.C. REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT + PROVIDE CONNECTION FOR 1310# UPLIFT. ANCHORAGE MUST BE CONTINUOUS REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING TO THE FOUNDATION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY 45 ERECTION CONTRACTOR. 12 s.oD 45 45 26 26 I + 13 '17 13 + i R-14774 W- 3.51" R-14774 W- 3.51" 2-0-0 OVERHANG{ 2-0-0 OVERHANG 16-0-0 _1 16-0-0 32-0-0 GVER 2 SUPPORTS PLATE TYPE--WOODLOC SEQN-- 67131 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 12.2.0 SCALE - 0.2soo ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT - REF R304--4694 C O CI] O o **I M P ORT RN T** SHALL NOT BE RESPONSIBLE FOR ANY W RRN I N G IN HANDLING, ERECTION AND OEYIRTION FROM THESE SPECIFICATIONS OR ANY DEYIATION FROM BRRCING.SEE -BUT-76-,IBRRCING WODD TRUSSES: , L 10N �',•�9,p'•.,• TC LL 30.0 PSF DATE 11 12/ 6 THIS DESIGN OR ANY FRILURE TC BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENORTIONS-•TPI). SEE r• S1f(C C C� WITH THE 'DUALITY CONTROL "FORRL- BY TPI. RLPINE CONNECTORS THIS DESIGN FOR RDOITIONAL SPECIAL PERMR- :. TC OL 7.0 PSF DRUG HCUSR304 86316023 C o D o ARE MANUFACTURED FROM 20 GAUGE GRLYRNIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE Q. I •� PIN N 34794 8C- DL 10.0 PSF HC-ENG C � OTHERWISE SHOWN, MEETING REOIIREIIENTS OF RS TM R496 GRADE R. SHOWN, TDP CHORD SHALL BE LRTERFiLY BRACED ,� �j ♦ 0 APPLY CONNECTORS TO BOTH FACES AT EACH ,HINT AND LOCATE AS WITH PROPERLY RTTRCHED PLYWOOD SHEATHING, 't7cti/F►�'�! TOT.LD. 47.0 PSF O/R LEN. 32-0-0 O D SHOWN. BEARING SfRNOFROSWIDTHS CUi ORM4 VIOHI RPPLICR9LEOTHERWISE PRUYISIONSWDF BOTTOM CIORDDWITH RIGID CEILI G ORUSE CII NI GS •:; C ��l; p TRUSS i f, �� OUR.FRC. 1 .33 PITCH 6.0/12 •NDS-82 AND,.TPI-78 OR PCT-80. DESIGN WITH FIRE RETARDANT TREATED WnBER. FRfO'E 'J•'� SPACING 24-0' TYPE C O MN-- C O O •--TPI - !RUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFTCRTION FOR WOOD CONSTRUCTION JOB: 252 LUNDSTEAD THIS DESIGN HA EEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRE' FABRICATOR TOP CHORD 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 5.59 10.67 15.75 21 .04 BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 1.8.67 21 .04 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. OF SCARF CUTS UNLESS OTHERWISE NOTED. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S 86 AMENDMENTS TO THE 85 STANDARD BUILDING CODE. DESIGN WIND SPEED IS TRUSS LAYOUT. 110 MPH AT 0'-15' MEAN HEIGHT. NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ + PROVIDE CONNECTION FOR 1150# UPLIFT. ANCHORAGE MUST BE CONTINUOUS 36" MAX. O.C. REQUIRED. ATTACH WITH 2-16D NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO THE FOUNDATION. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION 34 CONTRACTOR. 14 14 12 6.43 26 26 + 47 + R-9754 V- 3.51" R-975tk W— 3.51" 10-B-0 10-8-0 2-0-0 OVERHANG TYPICAL 21-4-0 OVER 2 SUPPORTS PLATE TYPE--u00DLOC SEON--134199 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 SCALE - 0.3750 FLP[NE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTR]ERRE [DUR. SIGN CRIT REF 0A�rTRUSS ##IMPORTRNT swiLL NDT BE RESPONSIBLE FOR AINY uRRNING IN 4RNDLINc, ERECTND `VN�e'N� '7ppDEYIRTIDN FROM THESE SPECIFICATIONS DR PHY DEYIRT[ON FROM BRRCING.SEE 'BYT-76',[BRRCINC YD00 S \�G,,,..�..,,B,PC�„ LL 30.0 PSF DATE / /07 THIS OESICN OR RNY FAILURE TO BUILD TFE TRUSS IN CONFORMANCE CDNIEHTARf RND RECQnMENORTIDNS-•TPE ;.I<• SIF Cq �';_, DL 7,O PSF DRVG HCUSR304 87203005 WITH THE -DUALITY CONTROL MANUAL' BY TPI. RLPINE CONNECTORS THIS DESIGN FDR FODITIONAL SPECIA - i�;.4�2 1 •�} 1�..ARE ISf41FRCTUTED FROM 2D GAUGE GALYRNIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OSE �_U1( DL 1p,p PSF HC-ENG Sit t�L OTHERWISE SHOWN, MEETING REGUIREMENTS OF ASTM ARRS GRACE A. SHOWN, TOP CHORD SHALL BE LATERALLD3�7�4RFWIY CONNECTORS TO BOTH FACES RT EACH ,A INT AND LDCRTE RS WITH PROPERLY ATTACHED PLYYDW SH , T.LD. t}7.O PSF 0/R LEN. 21-4-D DESIGN N. BEARING TRRNDFROSOTHS W CONFORM WITHNAL UNLESS APPLICABLE OTHERWISESHOWN. of AASSTTS�IFIED WITH DESIGN. DO NOTRIGID CEILING RIS � toRTFRC. 1 .33 PITCH 6.4/12 •NDS-82 RIO•TPI-78 OR PCT-BO. DESIGN WITH FIRE RETARDANT TREATED . �'••y FREO'Et `.``� _ p�•--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTI "��„ KING 2 4.D TYPE C 0 M N-- JOB: ROSSHA THIS DESIGN HAS B PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F. `CAT.OR. F 2X6 SO. PINE #H1 DKD 15X, EXCEPT AS SHOWN TC X-LOC L-R: .0•.29 3.82 6.83 14. 17 17. 17 29.71 2X4 SO. PINE *1 DKD 15% 2X4 SO. PINE *3 19% BC X-LOC L-R: 9.29 7. 15 13.85 2.0'.71 0. PINE *2 KD 15% THIS #F1 HIP DESIGNED TO SUPPORT 7' 9" JACKS WITH NO WEBS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR 'S TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " REFER TO DRAWINGS W193 AND W104R FOR OVERHANG DETAILS. THIS TRUSS IS DESIGNED TO BE USED ON A BUILDING WITH NO SIDES OPEN. DESIGN WIND PRESSURE IS 110 MPH AND 0'-15' ABOVE GROUND USING THE 86 + PROVIDE CONNECTION FOR 1560# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO AMENDMENTS TO THE 85 STANDARD BUILDING CODE. THE FOUNDATION. 3 412 55 1 5.00 Tl 13 12 Q 5.00 37 T1 37 + 3'i 63 + R-19814 W- 3.51" R-1982# W- 3.51' 1-4-0 OVERHANG 1-4-0 OVERHANG 7-0-0 7-0-0 7-0-0 21-0-0 n n c 1 v u – — r OVER 2 SUPPORTS PLATE TYPE--WOODLOC SEON-- 67217 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 12.2.0 SCALE - 0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE - DESIGN CRIT ]PsF REF R304--q739 SHALL NOT BE RESPONSIBLE FOR RNY WARNING IN HANDLING, ERECTION AND :G�oN o"'• 11/12/Q6 o C C= OEYIPT'.ON FROM THESE SPECIFICATIONS OR PNY OEYIPT[DN FROM BRACING.SEE 'BUT-75-,!BRACING ROM TRUSSES: ;'�� .......4 ••. TC LL 3 Q,0DATE 1 1/1 /8 6 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY FWD RECOMMENORT[ONS-•TPI). SEE ��;'Q.t IFC �� WITH THE 'QUALITY CONTROL MANUAL-BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMP- :4 1 J TC DL 7,QDRWG HCUSR304 86316044 PRE MWjFRCTUAEO FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE ? N 34794 ; . BC DL 10-0 Q,OHC-ENG LP I N O OTHERWISE SHOWN, MEETING REWIREMENTS OF RSTM A446 GRPCE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED �,�( � O � APPLY CONNECTORS TD BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, "• i]- TOT.LO. (+7,00/R LEN. 21-Q-Q TRUSS SHOWN. BERRING WIDTHS ARE NOMINAL UNLESS OTHERWISE SHAWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING P� •.(pplp ; ,l.� G DESIGN STANDARDS CONFORM YITH RPPL ICRBLE PROVISIONS OF RS SPECIFIED ON DESIGN. DO NDT USE MIS •.+"J'�R �\� DUR,FRC, 1 ,33PITCH 5.0/12 •NDS-B2 AND •TPI-7B Ot PCT-B0. DESIGN YITH FIRE RETARDANT TREATED LUMBER. v�� EO•E ,�own 0 n •--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOA WOOD CDNSTRRTIDN SETBACK 7' 0TYPE HIPS-- JOB: ROBSHARFSc THIS DESIGN HAS B"REF PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F ICATOR. TOP CHORD c;4 SO. PINE *Z KD 15% TC X-LOC L-R: 0.Z9 4.82 - 9.03 11 .97 16. 17 20.71 BOT CHORD ZX4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: .8.29 9. 15 11 .85 20.71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO SEE DRAWING 130 FOR -PLATE LOCATIONS ON TYPICAL JOINTS. " VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR 'S REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. TRUSS LAYOUT. THIS TRUSS IS DESIGNED TO BE USED ON A BUILDING WITH NO SIDES OPEN. NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ DESIGN WIND PRESSURE IS 110 MPH AND 0'-15' ABOVE GROUND USING THE 86 6-0-0 MAX. O.C. REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT AMENDMENTS TO THE 85 STANDARD BUILDING CODE. REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING ++ PROVIDE CONNECTION FOR 670# UPLIFT. ANCHORAGE MUST BE CONTINUOUS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY TO THE FOUNDATION. ERECTION CONTRACTOR. + PROVIDE CONNECTION FOR 850# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. 36 34 5.DO 12 5.00 13 i 13 i 25 25 _ ✓ + 24 47 ++ = R-9609 W- 3.51" R-960# W- 3.51" ■ 1-4-0 OVERHANG 9-0-0 3-0-0 _� 9-0-0 21-0-0 OVER 2 SUPPORTS PLRTE TYPE--VOODLOC SEON-- 67214 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 12.2.0 SCPLE - 0.3750 APINE FNGINEERE. PRCOUCTS, IND. WARNING IN REQUIRE EEEXTREME CARE DESIGN CRIT - REF u—— O **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY .\�•`ON Q"'�q DcyrRTlON FROM T�!ESE SPECIFICRTIQNS DR hIT DEYIR?ION FROM 9RRCING-SEE '?YT-76',IBRP.C!NG Y000 TRUSSES: 9`�'. TC LL 9_7 37 30.0 PIF DATE 11/12/86 THIS DESIGN OR RNT FAILURE TO BUILD THE TRUSS 1N CONFORMANCE COMMENTARY FND RECCHMENORTIUNS-STPD. SEElf�'• ��'•: WITH THE 'QUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- 1 s y:. TC DL 7•0 PSF DRYG HCUSR304 86316042 RRE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRRCING REQUIREMENTS. UNLESS OTHERWISE •� 3 .' LAIN C� OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM 8446 GRACE R. SHOWN, TOP CHORD SHRLL BE LRTERFLLY BRACED � t ° 3?�9�4 � BC DL 10.0 PSF HC-ENG APPLY CONNECTORS TO BOTH FACES AT EACH JOINT RPO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, _ TOT.LD. 47.0 PSF O/R LEN. 21 -0-0 SHOWN. BERRING WIDTHS RRE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID [FILING OR BRACING �•;` r TRUSS DESIGN S!RNOFRGS LCNFORM YIIH PPPLICRY3LE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NUT USE THIS ..'lPCOR�O•G\�b,r OUR.FRC. 1 .433 PITCH 5.0/12 _ -NOS-R2 AND stP(-IB CA PCT-00. DESIGN YIIH FIRE RETARDANT TRE RTED LUMBER. ��4fNED EN .• L� oy O u O •--TPI • TRUSS PLATE INSTITUTE. NOS - 1ATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "'+�tlsu'�''• SPACING 24.D TYPE HIPS-- JOB: ROBSHA THIS DESIGN HAS B PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F. '.CATOR. F:Tl-2X4 2X6 SO. PINE #1 DKD 15X, EXCEPT AS SHOWN TC X-LOC L-R: .0'.29 3.82 6.83 14. 17 17. 17 2.0'.71 2X4 SO. PINE #1 DKD 15% 2X4 SO. PINE #3 19% BC X-LOC L-R: .0x.29 7. 15 13.85 2.0'.71 O. PINE #2 KD 15% THIS #1 HIP DESIGNED TO SUPPORT 7' B" JACKS WITH NO WEBS. NO WANE, KNOTS , SKIPS OR OTHER DEFECTS SHALL OCCUR IN IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT. SEE DRAWING 13:0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " REFER TO DRAWINGS W193 AND W1.0'4R FOR OVERHANG DETAILS. THIS TRUSS IS DESIGNED TO BE USED ON A BUILDING WITH NO SIDES OPEN. DESIGN WIND PRESSURE IS 110 MPH AND 0'-15' ABOVE GROUND USING THE 86 + PROVIDE CONNECTION FOR 1560# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO AMENDMENTS TO THE 85 STANDARD BUILDING CODE. THE FOUNDATION. 13 412 55 5.00, >M5. O 37 T1 37 + Ti 63 + R-19814 W- 3.51" R-1982# W- 3.51- 1-4-0 OVERHANG I 1-4-0 OVERHANG 7-0-0 7-0-0 7-0-0 21-0-0 - -� OVER 2 SUPPORTS PLATE TYPE--WOODLOC SEON-- 67217 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 12.2.0 SCALE - 0.3750 FILPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE OESIGN CRIT - REF R304--4739*IMP ORT R NT** SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANOLING, ERECTION AND 1QN 0ATRUSS DEVIPT'.ON PROM THESE SPECIFICRTIONS DR ANY OEYIRTIDN FROM BRACING.SEE 'B9T-76',0RACING 9000 TRUSSES: :'��G.•••""•.A.P •'. TC LL 3Q,O PSF DATE 11/I /SE THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY RYO RECOMMENORT IONS-•TPI). SEE `�'• �WITH THE 'QUALITY CONTROL MFNUAL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- :QN`-':iyY 1J � TC DL 7.O PSF DRWG HCUSR304 86316044 �!^'PRE M44UFRCTLRED FROM 20 GAUGE GRLYANIZED STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE 34794BC DL 1 G.O PSF HC-ENG OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 GARDE A_ SHOWN, TOP CHORD SHALL BE LATERALLY BRACED ��APPLY CONNECTORS TD BOTH FACES RT EACH JOINT AND LOCATE RS YITH PROPERLY RTTRCHED PLTWOOO SHEATHING, TOT.LD. 47.O PSF 0/R LEN. 21 -O-O SHOWN. ?ERRING WIDTHS FIRE V NOMINAL UNLESS OTHERWISE SHAWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING , ��, DESIGN STANDARDS cT1NFURn Y7TH PPPLICABI.E PROVISIONS OF RS SPECIFIED ON DESIGN. DD MIT USE THIS •i4�,Prt:R�pEt�\r�•' DOR,FRC, j 33 PITCH 5.0/12 .NOS-82 RNo .TPI-78 OR PCT-80. DESIGN WITH FIRE RETARDANT TREATED LUMBER. `Vb......._....i� SETBACK 7� 0 TYPE HIPS-- o C] [� p [� __TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �•YY7'r JOB: RO�HApESI THIS DESIGN HAS B '(u' PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS Fr OR;ICATOR. FLA 4�4 SO. PINE #2 KD 15% TC X-LOC L-R: 9.29 4.82 9.93 11 .97 16. 17 2.0.71 2X4 SO. PINE *2 KD 15% 2X4 SO. PINE *3 19% BC X-LOC L-R: 9.29 9.15 11 .85 2.0.71 ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS TOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR 'S REFER TO DRAWINGS W193 AND W194R FOR OVERHANG DETAILS. TRUSS LAYOUT. THIS TRUSS IS DESIGNED TO BE USED ON A BUILDING WITH NO SIDES OPEN. NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ DESIGN WIND PRESSURE IS 110 MPH AND 0'-15' ABOVE GROUND USING THE 86 6-0-0 MAX. O.C. REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT AMENDMENTS TO THE 85 STANDARD BUILDING CODE. REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING ++ PROVIDE CONNECTION FOR 670# UPLIFT. ANCHORAGE MUST BE CONTINUOUS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY TO THE FOUNDATION. ERECTION CONTRACTOR. + PROVIDE CONNECTION FOR 850# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. 38 34 2 1' 5'D0 5.00 13 13 .A 25 25 t 24 117 ++ R-960# 'J- 3.51' R-960# W- 3.51' f 1-4-0 OVERHANG 9-0-0 3-0-0 9-0-0 21-0-0 OVER 2 SUPPORTS PLATE TYPE--WOODLOC SEAN-- 67214 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 12.2.0 SCPLE - 0.3750 IMPORTANT PINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT - REF R304--4737 p C O p p O * ** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND \�•`�N Q•••qo pATRUSS OEY!HT'.ON FROM THESE SPECIFICRTIQNS OR FNY OEV!A?ION FROM 9RRCING.SEE "9YT-76",:BRAC:NG W000 TRusSEs: m •9"�•. TC LL 30.0 PSF ORTE 1 1z/86 THIS DESIGN OR RNY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMENTRRV AND RECQKMENOAT(UNS-•TPI). SEE �t�FMy'. .�';C= YIiH THE 'OVRIITT CONTROL MAVUFL'9T IPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- � 13 •„ ; y TC DL 7.0 PSF DRYG HCU6R304 66316042 ARE MRNUFRCTUMEO FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE M o.3)Q91 • ' BC DL 1 0.0 PSF HC-ENG OTHERWISE SHOWN, MEETING REWIREAENTS OF ASTM 8446 GRACE R. SHOWN, TOP CHORD SHALL BE LRTERPLLT BRACED RPPLT CONNECTORS TO BOTH FACES RT EACH .HINT RPO LOCATE RS WITH PROPERLT ATTACHED PLTW000 SHERIH]Nc, �'�' TOT.LD. 47.0 PSF 0/R LEN. 21 -0-0 p iHOVN. BEARING WIOTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING :}f,..iOa1OESIGN S`RNDAROS CONFORMWITH APPLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. 00 NUT USE THIS C ' �,l�� OUR.FRC. 1 .03 PITCH S.0/12 O .NOS-82 AND -TPI-76 OR PCT-90. DESIGN WITH FIRE RETARDANT TREATED LUMNBFA. ••�6�>E-ff ETA-,.-, _ p p p O J O •.-TPI - TRUSS PLATE INSTITUTE, 405 - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �I1>�"�, SPACING 2 4.D TYPE HIPS— JOB: RUGGER' THIS DESIGN HAS B ' PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F ICATOR. FPLATES �,,4 SO. PINE *2 KD 15% TC X-LOC L-R: 8.29 5.58 2X4 S0. PINE #F2 KD 15X 2X4 SO. PINE •3 19X BC X-LOC L-R: 8.29 5.58 ALL ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OM. EXCEPT WHEN LOCATED BY CIRCLE ORDIMENSION. OF SCARF CUTS UNLESS OTHERWISE NOTED. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S 86 AMENDMENTS TO THE 85 STANDARD BUILDING CODE. DESIGN WIND SPEED IS TRUSS LAYOUT. 110 MPH AT 0'-15' MEAN HEIGHT. THIS TRUSS MAY NOT BE LOCATED WITHIN NOTE: 2x4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ A 4'6" END ZONE FROM THE EDGE OF THE ROOF. THIS TRUSS AS A DOUBLE 48" MAX. O.C. REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT REQUIRED MEMBER, AND WITH DOUBLED UPLIFT CONNECTIONS MAY BE USED IN THIS ZONE. IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL + PROVIDE CONNECTION FOR 500# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TO THE FOUNDATION. 13 12 5.00 _"_ T 2-9-7 24 + + 23 R-2494 Y- 3.51" R-249# W- 3.51" 2-0-0 OVERHANG 5-10-B PLATE TYPE--WOODLOC SEON-- 77288 FURNISH R COPY OF THIS VDESIGN TO ERECTION CONTRACTOR REV 13.0.9 SCALE - O.s000 ALPINE ENGINEERED PACDUCTS, INC. TRUSSES REWIRE EXTREME CPRE DESIGN CRIT - REF **IMPORTANT** S',,'L NOT BE AESPONStBLE FOR RNV WRRNING IN Hw9]LINc, ERECTION PND �NGIO#V __ 0 0 0 o OEYIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM SRRCING.SEE -8WT-7S',[5R9CING 9000 TRUSSES �'Q� ' •TIf%C;��'•.,• TC LL 3 ,p PSF DATE 0 0 0 C= THIS DESIGN DR AWT FAILURE TO BUILD THE T SIN CONFORMANCE COMMENTARY AND RECCMMENORTIONS-*TPI). SEE 1 ;� S WITH THE -DURLITT CONTROL MRiURL' BY tP1. PINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- 1 Q 3 ZS TC OL 7.0 PSF DRUG HMM304 67063012 o PRE MFNUFRCTUREO FROM 20 GAUGE MVRNIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE t IN p OTHERWISE SHOWN, MEETING REOUIRERENTS OF RSTM RAR9 GRACE A. SHOWN, TOP CHORD SHRLL BE LRTERItLT BAKED %} .�' • BC OL /1 0.O PSF HC-ENG W p o APPLY CONNECTORS TO BOTH FACES AT EACH JOINT PHO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, ie�,�;?OR10� ``'. TOT.LD. 47.0 PSF 0/A LEN. 5-10—B o TRU$$ oESIHOWNc+i BEARING WIDTHS TCCONFORORMR-WITTH'INAL APPPLICAABBLLE OTHERWISE SHOWN. ASBOTTOM SPECIFIEDWITH ON DESIGN. DO CEILING UOR SEATHIs ,'•.�FAfp•Et1G�M/ OUR.FRC. 1 .33 PITCH 5.0/12 C •NDS-82 NIO -TPI-78 OR PCT-80, DESIGN WITH FIRE RETARDRNT TREATED LUMBER. 0 0 0 0 0 0 0 .--TPI - rRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPRCING 24.0" TYPE MONO—— JOB: CAPUTC THIS DESIGN HAS B PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F ICATOR. FPLATES 2X4 SO. PINE #2 KD 15X TC X-LOC L-R: 8.29 2.25 4.21 ZX4 SO. PINE *2 KD 15% 2X4 SO. PINE a3 19X BC X-LOC L-R: 8.29 4.21 ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. OM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " MUST BE MARKED BY TRUSS FABRICATOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. T 13 23 13 T T T 1-4-0 1-4-0 23 23 R-2159 W- 3.51' R-215 W- 3.51' 4-6-0 OVER 2 SUPPORTS PLATE TYPE--WOODLOC SEON-- 65023 FURNISH A CDP`( OF THIS DESIGN TO ERECTION CONTRACTOR REY 12.2.0 SCALE - 0-5000 FLP[WE ENGINEERED PRODUCTS, INC. TRUSSES REOJIRE EXTREME CARE DESIGN CRIT - REF --3569 a *#IMPORTRNT** WU NUT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND "'• C=3ATRUM OH U,' ' TC LL 40.0 PSF DATE 11107186 OEYIRTION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BR'RCING.SEE -BYT-78-,I5RRCINC MOOD TRUSSES: pTHIS DESIGN OR ANY FAILURE TO*nLO THE TRUSS IN CONFORMANCE COMMENTARY FMA RECCMIENORTIDRS-.TPI). SEE '•. Q•.WITH THE 'OURLITT CONTROL PIFMIIL' BY IPI. ALPINE CONNECTORS THIS DESIGN FDR ADDITIONAL SPECIAL PERMIA- ti.CyQHJ ! TC OL 10.0 PSF DRUG WM304 89311DOI ARE MANUFACTURED FROM 2D GREE GFLYRNIZED STEEL UNLESS WENT BRACING REDUIREMENTS. UNLESS OTHERKISE t . 0OTHER111SE sNAYN, A+EETiNs RET)IIIFE)ENTS DF RSTR Avg6 GRADE R. %MN, TOP CHORD SHALL BE LATERALLY BRACED /' :�((I • ? 8C DL S.O PSF HC-ENGAPPLY CONNECTORS M BOTH FACES RT EACH JOINT RIA LOCATE AS KITH PROPERLY ATTACHED PLYWOOD SHEATHING, � TOT.LD. 5rj.O PSF 0/R LEN. 4-6-0 SHOWN. BEARING WIDTHS RRE R' NQLINFL UNLESS OTHERVISE SHDYN. BOTTi�I CHORD Y[TH RIGID CEILING OR BRACING �� +(Q ��P:!; ccDESIGN STANDARDS CCNFOHA YI:N IFPLICFIBLE PRGW ISIONS DF AS SPECIF NFD ON DESIGN. W NDT USE THIS J'• '•••••" �r1t.. OUR,FAC. 1 ,DD DEPTH lv. ••p .NDS-82 FMA-TPI-78 OR PC7-90. DESIGN KITH FIRE RETARDANT TREATED LINGER. q 'fRCO'EM4,.•' YP p p C7 t� Q d •--TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPACING 24.0- T 1 r E FLAT-- /-. JOB= JSL JRC JOB*14 TOP CHORD 2X4 SO. PINE w2 191t NOTEI THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 2X4 SO. PINE *2 19% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 2X4 SO. PINE *3 19k MUST BE MARKED BY TRUSS FABRICATOR. NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TOP TQ.BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS LAYOUT. Symm.About 24 24 28 210 t 24" Max. 28 28 210 23 15-4-0 R-Bi l fk PLATE TYPE--VOODLOC SEON--921801 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR SME - O.SDDD O o [= C= C= O REPINE ENGINEERED PRDOUCTS, INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT - REF -JRC SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTIOW AND ,,,�"c'�1i0 40.0 � p O GGu DEVIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE -NT-n-,IBRRCING WOOD TRUSSES: : STC LL 40.O PSF DATE 02 2g�e3 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS 1N CONFORMANCE COMMENTARY PND RECOMMENDATIONS--TPI). SEE �'��' '�•« lC.,l.'P WITH THE 'DUALITY CONTROL MANUAL'BY TP1. ALPINE CONNECTORS THIS DESIGN FOR RDOITIDIAL SPECIAL PERMR- TC OL 10.0 PSF DRVG. 1T011,677 ARE MPNUFRCTLWO FROn 20 GAUGE GALVANIrED STEEL Lk-ESS WENT BRACING REOUIREMENTS. UNLESS OTHERWISE c r, lip.264168C DL 5.0 PSF FL-ENG FFD OTHERWISE SHOWN, FETING REWIREMENTS OF ASTM FF446 GRACE R. SHDVN, TOP CHORD SHRILL BE LATERALLY BRACED CAPPLY CONNECTORS TO BOTH FACES RT EACH JOINT RID LOCATE RS WITH PROPERLY RTTACHEO PLYWOOD SHEATHING, SI[ • TOT.LD. SS.O PSF 0/R LEN. 15-4-0 HOVN, BEARING WIDTHS ARE 4' NOMINAL UNLESSOTHERWISE SHOWN. 8D7TDM CHORD WITH RIGID CEILING OR BRACING NOT USE • OR18.0" Q� oC= -NOS-82 ANDESIGN srS-TPI-78 OR PCCONFORT-77I(INTER nI CABLE PROVISIONS OF RT DESIGNIW�ITHDFIRE 10 REETTRRORNT TREATED LUMBER IS •�',C�SIfREQ DUR.FRC. 1 .00 DEPTH 18.D I, -•-TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIFICATION FOR VOW CONSTRUCTION SPACING 24.0" TYPE FLAT JOB: SACKS-' TIN---COLLINS THIS DESIGN HAS BT PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F, ICATOR'. TOP CHORD 2X4 SO. PINE f2 KD 15% TC X-LOC L-R: 8.29 2.62 4.96 7.29 9.29 11 .62 13.96 BOT CHORD 2X4 SO. PINE *2 KD 15% 16.29 WEBS 2X4 SO. PINE *3 19X BC X-LOC L-R: 8.29 2.62 4.96 7.29 9.29 11 .62 13.96 16.29 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S * 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH TRUSS LAYOUT. 3-IOD NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 7-3-8 TO CENTERLINE OF CHASE OPENING 24'0" CHASE OPENING I 210 28 25 13 13 25 28 210 1-4-0 210 28 25 25 28 210 23 23 R-660# W- 3-51' R-6804 W- 3.51- 16-7-0 PLATE TYPE--WOODLOC SEON-- 79257 FURNISH R COPY OF THIS DESIGN TOTERECTION CONTRACTOR REY 14.0.6 scslLE - 0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT -F R304--9620 c c c c c ;F;E MPORTRNT*# 9HRLL NOT BE RESPONSIBLE FOR RHr "• I WARNING IN HANDLING, ERECTION AND EtOH �'N /' c c DEVIATION FROM THESE SPECIFICATIONS OR ANY DEYIRTIDN FROM BRFEING.SEE -SWT-76-,EBRRCING WOOD TRUSSES: •�N s ''••• TC LL 4D,0 P7 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CDNFDRMNCE COMMENTARY AND RECOMMENDATIONS-TPI). SEE :4�•;_ptIF7�:••B9�•-. Q•jtE+R1Af1 WITH THE 'DUALITY CONTROL MFNIRL'BY TPl. ALPINE CONNECTORS THIS DESIGN FOR AOOITIONAL SPECIAL PERMR- +��•�; TC OL 10.0 P304 87079006 C= O C ARE MFMIFAW:TURED FROM 20 GAUGE GALVFMIIZEO STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OT)#RW[SE - ' :•_ BC DL 5.D P f D T OTHERWISE SHOWN, MEETING REOUIREMENTS OF ASTM 8446 GRACE R. SHOWN, TOP CHARD SHALL BE LATERALLY BRACED • - . �+ LT s APPLY CONNECTORS TO BOTH FACES AT EACH JOINT RM LOCATE AS PITH PROPERLY ATTACHED PLYWOOD SHEATHING, ��,'-..,F� fit,,; TOT.LD. 55.0 P1 p-7-0 TRUSS c SHOWN. BEARING WIDTHS ARE 4'NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING ?C��;�ORIDP•r'�, DESIGN SrPNDAR S CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS '��Fq•-••• ;•• OUR.FRC. 1 .00 16.0„ -NOS-B2 AND -TPI-78 OR PCT-90. DESIGN WITH FIRE RETARDANT TREATED LUMBER. ��E SPACING 2 4.D' L R T-- C c c C c --_TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION C ( JOB= GDW DWG-1 FLOOR !\Cry FWANE 2X4 SO. PINE 02 KD 154 NOTEF THIS TRUSS MUST BE INSTALLED AS SHOWN. 2X4 SO. PINE i2 19% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 2X4 SO. PINE #3 194E .EXCEPT AS OTHERWISE SHOWN MUST BE MARKED BY TRUSS FABRICATOR. KNOTS SHALL OCCUR IN THE PLATE CONTACT AREA. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TO THE ARCHITECTURAL PLANSISPECIFICATIONS AND FABRICATOR'S SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS LAYOUT. * 2X6 *3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10D NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. * 2x4 #2 19% So. Pine All top chord splices occurring between panel points are to be located at approximately 1/4 of panel•length from panel point (within 6") and should not occur in panels next to a panel point splice. Symm- About � ,2 24" max. centerline opening 27 opt.spl. 212 27 13 13 45 /spl. 25 212 23212 27 27 410/sp1. 23 opt.spl- 25 212 20-9-0 00.1 R-11094 R-11094 PLATE TYPE--W000LOC SEON--950784 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SCALE -0.3750 PLPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE , •"1'•... . 7C�PSF ----- 0 0 0 0 0 0 **IMPORTANT** DftL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND o*•"�� Ff DESIGN CRIT REF [�ATRUSS DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BRHCIN6.SEE "BWT-76",lBNRCING NOW TRUSSES: +\. ......... O('•' TC LL 0, ATETHIS DESIGN OR ANY FAILURE TO BUILD TIE TRUSS IN CONFORrFME COMRDITRIII ANO RECOMEN)RTIONS-•TPI). SEE , ifl(,••' F WITH THE -DUALITY CONTROL MFNRL"BY TPI. ALPINE CUNNMECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PEWA_ ?r;4 �� ; TC DL 10. RYG. W1,017,226 DATE MFMSRCTMREO FROM 2D ufiUCE GALYRNIZED STEEL UNLESS NEWT BRACING REDUIREENTS. UNLESS OTHERWISE 7OTHERWISE SWIM, MEETING REQUIREMENTS OF ASTM 8446 GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED I BC DL 5.0 PSF FL-ENG GDW/CnCH APPLY CONNECTORS TO BOTH FACES HT EACH.HINT RNU LOCRTE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, • E TOT.LD. 55.0 PSF O/A LEN. 20-9-0 SHOWN. BEARING WIOTHS ARE 4'NOMINAL UNLESS OTHERWISE'SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING Nf• ( k1r�I'DES)GN STRNFRDS CONFORM WITH APPLICABLE PROISIMS OF RT nFAIOR OF 10 FEET O.C. DO NJOT USE THIS •• DUR.FF`I�.`• 1 .00 DEPTH CT.Or� 0 •NOS-d2 ANO•FPI-78 OR PCT-77 (INTERIM). DESIGN WITH FIRE RETARDANT TREATED LUMBER. •'yFNEO EN� .• --TPI - TRUSS PLATE INST11UTE, NOS - NATIONAL OFSIGN SPECIFICRTION FOR YUOO CONSTRUCTION • •'•'•••• SPACING 24.0" -TYPE FLAT JOB: DAVID WILLIS THIS DESIGN HAS PEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS -ABRICATOR. TOP CHORD -X6 SO. PINE *1 DKD 15% 3 COMPLETE TRUSSES REDO I RED BOT CHORD 2X6 SO. PINE *1 DKD 15X WEBS 2X4 SO. PINE *3 19X, EXCEPT AS SHOWN AS EACH LAYER IS APPLIED, FASTEN TOGETHER WITH : 16D NAILS :W1-2X4 S0. PINE *2 KD 15X TOP CH ------------------ 3" O.C. STAGGERED WEBS ------------------ 4 " O.C. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BOT CH ------------------ 16" O.C. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2)-160 NAILS IN EITHER TOP OR BOTTOM CHORDS . ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP CHORD BOLT SPACING NOT TO EXCEED 16" O.C. . TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: LOCATE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD. SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO MUST BE MARKED BY TRUSS FABRICATOR. VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S THIS GIRDER HAS BEEN DESIGNED TO SUPPORT A WALL (110 PLF) AND 20'6" ROOF TRUSS LAYOUT. TRUSSES WITH 2'0" OVERHANG FRAMING TO TOP CHORD. IN ADDITION, 2'0" OF FLOOR LOAD IS SPLIT BETWEEN TOP AND BOTTOM CHORD. ROOF LOAD IS 47 PSF @ 1.33 DURATION AND FLOOR LOAD IS 55 PSF @ 1.00 DURATION. 316 29 23 13 29 316 1 I-6-0 I 216 29 214 216 24 24 R-533519 W- 3.51" R-59359 W- 3.51" 16-0-0 OVER 2 SUPPORTS PLATE TYPE--VOOOLOC SEON-- 26567 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 12.0.0 SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE — (rrtrr."��: DESIGN CRIT - REF2426 **I M P ORT RN T** SHALL NOT BE RESPONSIBLE FOR ANY W RRN I NG IN HANDLING, ERECTION AND ,,•` QATRUS DEVIATION FROM THESE SPECIFICATIONS OR ANY OEYIRTION FROM BRACING.SEE 'BYT-76-,!BRACING WDOO TRUSSES: . \L� C H00" TC LL 3 0,D PSF DATE 0817/86 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFOR)ANCE COMMENTARY riW RECDWNDRTIONS-.TPI). SEE .WITH THE -DUALITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS THIS DESIGN FDR ADDITIONAL SPECIAL PERMA- =�GF = TC OL 7.O PSF DRVG HCUSR304 86219024 ARE MPNUFRCTLAED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE 0.2644 1.OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM FARV6 GRADE A. SHOWN, TOP CHORD SWILL BE LATERALLY BRACED .-e ? BC OL 10.0 PSF HC-ENG APPLY CONNECTORS TO BOTH FACES RT EACH JOINT ANO LOCATE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, TOT.LD. 47.O PSF 0/R LEN. 16-O-O SHOWN. BEARING WIDTHS PRE NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING -mac^'•.�(O RIO •'DESf GN STANOPrms CONFORM WITH APDL ICRBLE PRar ISIONS OF 0.S SPECIFIED oN DESIGN. OD NOT USE THIS , %7.. EN6� •' ,, OUR.FRC 1 .3 3 DEPTH 1 B.D•Ag5-82 RNO .TP!-79 DA PCT90, DESIGN WITH FIRE RETARDANT TREATED LUMBER. .--TPI - TRUSS PLATE ;NSTITUTE, NOS - yATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION •`�hu.,a,u�"V SPACING SEE ABOVE TYPE JOB: SACKS- TIN---COLLINS THIS DESIGN HAS B PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS F ICATOR. TOP CHORD 2X4 SO. PINE *1 KD 15X TC X-LOC L-R: 8.29 2,64 4.99 7.33 9.33 11 .68 14.03 � BOT CHORD 2X4 SO. PINE #1 DKD 15X 16.37 WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 8.29 2.64 4.99 7.33 9.33 11 .68 14.83 16.37 :W1-2X4 S0. PINE *2 KD 15% NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 3 COMPLETE TRUSSES REQUIRED i THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. AS EACH LAYER IS APPLIED, FASTEN TOGETHER WITH : 160 NAILS ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP CH ------------------ 3. O.C. STAGGERED TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. WEBS ------------------ 4" O.C. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - BOT CH ------------------ 16" O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM MUST BE MARKED BY TRUSS FABRICATOR. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S 'TRUSS LAYOUT. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT A WALL (110 ALF) AND 23'011 CAMBER TOP CHORD AND BOTTOM CHORD AT MIDSPAN BETWEEN BEARINGS. ROOF TRUSSES WITH NO OVERHANG FRAMING TO THE TOP CHORD. IN ADDITION 3'4" ROOF TRUSSES FRAME TO THE BOTTOM CHORD FROM ONE SIDE AND 2'0" FLOOR SPAN TC/BC SPLIT FROM THE OPPOSITE SIDE. ROOF LOAD I5 47 PSI @ 1.33 DURATION AND FLOOR LOAD IS 55 PSI @ 1.00 DURATION. 312 38 27 23 13 27 38 312 1-4-0 I 1-4-0 312 38 27 212 38 312 24 24 R-62729 u- 3.51- R-62729 4- 3.51' i6-B-0 OVER 2 SUPPORTS PLATE TYPE--V000LOC SEON-- 79256 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.8 MILE-0.3750 ELAINE ENG[NEEREO PRODUCTS, INCTRUSSES REDUIR£EX]TREECPRE DESIGN CRIT - REF **IMPORTANT** SHALL NOT 9E RESPDNSI BLE FDR ANT' uRRNING IN H+RNOLIHC, EREAND .'Gj UN,B,��'' Q p Q p DEVIATION FROM THESE SPECIFICATIONS OR ANY OEVIRTION FRDM BRACING.SEE '8WT-7S%, BRACING 900SES: \N 4p•'•, TC LL 30.0 t- Q C= Q d THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY ITA RECOMMENORT,ONS-*TPI) SEE .�4,�.• 0.�IfF��'•.��% PSF DRTG / /e7 WITH THE -DUALITY CONTROL MANUAL-BV TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECRMR- �`Q.G Y'! '•y TC DL7,O PSF DRYG HCUSR3D4 97079005pARE MR"RCTIREO FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRRCING REDUIREMENTS. UNLESSWISE NDLPI p OTHERWISE SOWN, MEETING REOUIREMENTS OF RSTM R446 GRACE R. SHOWN, TDP CHORD SHALL BE LATERAACED BC DL r1'D.O PSF HC-ENGAPPLY CONNECTORS TO BOTH FACES AT EACH .HINT AND LOCATE RS PITH PROPERLY RTTRCHEO PLYWOOD ING, TOT.LD. 4 7.0 PSF 0/A LEN. 16- -D I ROSS p SHDVN. BEARING WIDTHS ARE 4•NOMINAL UNLESS OTHERWISE SHOWN. 501TOM CHM WIT" RIGID CEILING CING %F�� .(Op10�:��r c•7 N0582 HIIpDESIGN ANp•P�ROS78C IN1M OR KITH RPPLSCR�E Pg0VIS20N5 SIGNEWItH�IRE RETRA ON IORNT TR�ERTENOT EA IS , EN ��'�, OUR.FRC. 1 .33 DEPTH 16.D" C� C= Q .__TPI - TRUSS PLATE CNSTITuTE, 405 - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCNwti. SPACING 24.0" TYPE FLAT-- JOB: ROSF"ILT THIS DESIGN HAS 'EEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS BRICATPR. TOP CHORD 2X4 SO. PINE .1 KD 15X 3 COMPLETE TRUSSES REQUIRED BOT CHORD 2X8 S0. PINE *1 DKD 15X — WEBS 2X4 SO. PINE •3 19%, EXCEPT AS SHOWN AS EACH LAYER IS APPLIED, FASTEN TOGETHER WITH : 16D NAILS :W1-2X4 SO. PINE #2 KD 15X TOP CH ------------------ 8" O.C. WEBS ------------------ 4" O.C. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BOT CH ------------------ 5" O.C. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. NOTE: (1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2)-16D NAILS IN BOTTOM CHORD ONLY. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " FROM ONE SIDE--16' .0" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 9' 8" OF SPAN FRAMING TO THE BOT CHORD NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. GIVING A TC LOAD OF 1:80 PLF AND A BC LOAD OF 590 PLF IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. T 312 39 28 23 24 28 412 312 T 1 B-0 312 39 28 212 39 714 25 25 R-58914 V- 3.50" R-5891# W- 3.50' 17-B-0 OVER 2 SUPPORTS PLRTE TYPE--W000LOC SE0N--393936 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 11.1.0 SCALE -0.375D ALPINE F?iC[NEEP£D PRODUCTS, INC. TRUSSES REdJIRE EXTREME CARE DESIGN CRIT - REF R304--1393 SHFlLL NOT BE RESPONSIBLE FDR ANY VRRNING IN HANDLING, ERECTION FIND Mo OATRUSS DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BRRCING.SEE 'BUT-76-,tBRRCING UOOD TRUSSESTC LL 40.0 PSF DATE 3!13/86 TH[S DES ICN OR ANY FAILURE TO BUILD THE TRUSS IN CONFDRNRHCE CDMNFNTMT FND RELOMMENORTIONS-"TPI). SEE .•'� . S�F10�.�F�;:YITH THE -DURLITT CONTROL MhAIAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FDR ADDITIONAL SPECIAL PERMR- . TC DL to.O PSF DRVG HCUSR304 86DT2005 ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNlE88 HENT BRACING REOutREMENTB. UItESS OTHERWISE :r:cNO. 8C OL 5.O PSF HC-ENG OTHERWISE SHOWN, MEETING RECUIR£MENTS OF ASTM 8446 GRADE A. SHOWN, TOP CHORD SHRLL BE LRTERALLY BRACED pAPPLY CONNECTORS TO BOTH FACES RT EACH JOINT RDD LOCATE AS YITH PROPERLY ATTACHED PLYWOOD SHEATHING, # TOT.LO. rJJr.O PSF D/R LEN. -p-D SHOVN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD YITH RIGID CEILING OR BRACING DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS .tOR� '•` OUR.FRC. 1 .DD DEPTH 20.D" .Nm-Bz AND.TPI-79 OA POT go. DESIGN WITH FIRE RETARDANT TREATED LUMBER. C�STf , SPACING SEE ABOVE TYPE FLAT-- (� = O = o C= ...TPI - TRUSS PLRTE INSTITUTE NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION •.,� EO EN i CITY OF ATLANTIC BEACH u E APPLICATION FOR BUILDING PERMIT " '`� L � � rtYT194 ,pil!1- S!7(Owner9jJNAddressQo11zipaj --- _ ?y Architect � � y(_....Address--------------------zip......phone.73L ffdo Contractor fye-a&I�� N�1-96 Address 83ipj,.J;L_phone ;�.2 -- -� Contractor's License number,C6�a"_fffq _____expiration__ 6 =30=99 _ Lot__,Iy__Block or Section 1 _ Subdivision,Qg Zonin yS Street2&,1&ekr_/��between______________and --- side ----------- Type Construction,�,gj LZ No. Firepl ___ aces______ Purpose of Building_ r�1��G� Est. Valuation S_L�?0 Utility Method - Water / iZ2—_______ Sewer _&:- Dimensions - Building: 8 � U F( Lot_jQa15J ____Size Footings Sz. Piers__A/j------- ,, _Sz. Sills____ Greatest Span Sills___ -________ Sz. Ceiling Joists_ltg�s----Distance on Centers---------Greatest Span_______ Sz. Floor Joists erg Distance on Centers - ___Greatest Span_ Sz. Rafters __ --_-_Greatest Span_7� -2 - Method of Heating LTJ �i�h�� olid or Filled GroundRoof Flood Zone_,___If located within a FLOOD HAZARD ZONE complete page 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 building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner t 02 Signature Contractor __ ate ---------�' ;/1 --- - C � t page 2 FLOODPLAIN DEVELOPMENT INFORMATION . Type of Development : � 1® �g Flood Zone: --,d------------------- Required Lowest Floor Elevation:__ Z- -------- If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. Date__I--0/-x ___Applicant's Signature- I/- ignature_ _ ___________ ---------------------------------------------------- Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ Building Department Representative page 3 4 1 ,gym • ` PATIO f im ivi rU _ r i t_IUI�k , s St.1�'�NG FRENCH X00 3 u0�1ti~ uj 42 MORS FIXED 6 LASS D3DHS FI ED GLASS SHOW : A60V ABUJA �'i s'x�s� 0.1 �,-- 77 poo —4— L � U, !� 3 TY Fa1J I G R AT U ' � — Q - 3040 H1 FIXED Cid A5 � INiN ROOM rI� s BAY �Qecn PFJ ppTYP. FYI) 3040HS Se s5 SSS5 1 �� ► r` a STIVP :TE-_ , p IL604 Ul 128 • . 3030 HS -- CA o 0 �303OHS 'p W H reo F� L I <., /c COMP Ca VV 5 LOOP 3D50HS 050 T Ct f p TQC .� 3 GAFIP-11(,2- 404D HS ,- G p a W'/LV. 2.3Z$ 5C -com �c 2 �. E L EC T R It AL • }s - t I L."...\ N , f �W . ,• . . as r•• ,.. _. 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LICa11T• FO7-, IN G 51•lE 1,L D UL A'FTji OVE'0 12.Y 3OOW POOL 1-161-IT 8 ' HYp{LDS�A�IL RELIES " NAMN DRAIN MAft13LE , TY p vn�v PLNSTEPN 31-01, LONGITUDINIAL POOL SECTION -'FINISH E xI STI ry NO S�ALE. TY PICAL VV Lw�L_ S� CT)I C� 1 DVJELLI NIL ST R 0C.TU RAL. czRouNottv� - ST EU-Lr. W A LL�7 TO BE 411 T I-IlcK vV ��# P,RRS- iZu Ojc EAt�t� WAX GROONVING ALL METALtC POOL FITC 1 NC$ WITHIN 51-o'. OF FLOGf *MBF-F :a" ThtC.i`i W/#.3 FSA S - Q-'? CSC ACK \t�tAY THE INSIDE POOL. WALL ANQ DECK REIMFORCING STEEL TO Bim' 3D" NOTE'. �tV>� .R� PURL DEPTH IEXCEEDS (o'-D" DEPTH BONDED TO POOL RE111FC7RCtNCa STEEL \N 1T1-1 P 8 AWG 3'- O" COPPER MIRE . PDUL REINFORCIN C, STEEL TO BE SONOED' E.D' TYP INCREASE STEEL TO �" D,/C E�CI-1 . WAY, 7p THE LIGHT NICHE 1N I�C 1-4 A B A�tVG C�FPF' 11�11i�F CONCRETE. MIX TO SE DESIG NF D TO P\C1-I 1E.V E p, ZB DAY Y' TWO It 8 AWG COPPER. WlRF S -rb BE RAJA \N'TF_RNALL`( —. ; STREIVGTh1 uF 3,06U PS► F-OR G\)NITF- AND AND EXTERNALLY )KITH NEC APPROVED PVC; L- 1GVIT PDUKED IN PLACE CONCRETE, Cb1�1Dt�t-T FRDM 1�tC 1-IT NICHE TO T"F- JUNCT;IQN WX ' f DECK LO N L KE`T E Z SUG P51 i 1, COMPLETION - UF PUD L. GRDUNU1NC->: TO PANEL GRUUND B`( AN E.LELT tz\\C.AN. GENERAL NOTE. F . ! DF-LK FINISH ,* t POOL S1 -?-�E: t L' x 3 2` ,tom PERI ME.TEK a FOOTING tl'5 LIN, FT I TILE A ` a�• a•_ ,gyp . a' 5 U PRI;•A C,'F C_E AA 533 5a. PTY 4 " t7ECiS Sl_R13 TOTAL AFF-P\.' LF'LOn•RJ WALLS).A5T 718 5a:"t�t'T" rd VOLUNVE. �A16T 2a�16 Z GAL. 'Fa s PATI a` -TURNOVEk ?,ATONCE 24\-t- EIL_T"E:R E01FIMENT DECK Dv�RwouR ,. Iu�nF': SNE eRoNE Po �ois �N. E, SAN p�` "-AYW.00.b.' m s1 4, w f CNATT OR V,EN FILTER ' 2.'4Nt- F�/� C" f :", C• twEAWNG `1STEV . NRNE z „ ALTERNATE. aENM. PIh1\SH D'�.`sA\L I Cz.1 CDh1ATU ` ' 19 f o• DI ', Fi ,.Afi E.v + 910 C OiPT101'1AL + Cj n 5 10 f C0P)IA ,..T\LN-:7 . 1I T 1 LE SLta� kr � I" RET URN VEC.Ks, I�EY ST0NF- 755 SQ IT r . D EG K UV E 9 C"OU S� 75 5 5G1 ? 32,,011 IQ ..(-I< DRA'tN 1/ZI' PER -F Our , 'DECK 1 O O`C" I N6 14 2. �.I*�"; POOL E(,U W mlEl Aj ,. w I swill �i�r�� SI�lt�IN1ERS . 2_ �> OUT 1 HEATF� LADDEg - n NE L 3') 4_a npr►c�a� ` , ,�S� D I v I NG WA R D : U NE � ' P��AR� 1 � r . k R A'P'PROVED 1 u P�'' STZAINF-R. CITY IL ATLANTIC BEACH t j t]RA( 3`cy RAS Ip �� sul�>'IrvG OFFICE 'r TYP Ily, 4,. FI LTE"R SYSTEM )50METR i .r CL WARD-� TYP ONE. HP PUMP r, N10TOR SULTIL_)I�1 2 SUCTIUIJ _2 1-SATE LA©DER � Z (TYP 1 SAMO FILTER I,l RET U RI�I �. _ S WI-MING ?COL. ►.:" `w; 70 9 fal-ECTML SE K\}ICi 360 WNTT LbT ?fir U'AI.IT I aCF.AI�t WALK SUB-DILlCSif9A1 . POOL LIGHT „ . 1.... 0RV0A s ' 6-OM 5E-P n' t 2 was Ij l 1. RET URN - ;. ;., to ,cz g . ,.... w ,.tr Irk, ^ .{ ,� �;• a`,r• V"! 1 V 1 1 , 7i^ a , � ("[�'O 0 L .. w-....•r-^- --r- ....-...•.:... .... ...,mow.._ .`....rr- ...... - .. . ........ ..... _ .. M. .i .. - ..,. ,.. -"rr` t s a•^•••+• •v.e.........-+. ,sw.ate +w •..•+.+»'..•' .. ,, 4 `fir.