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Permit 1820 Ocean Grove Dr (vault) AGENDA ITEM#8A JUNE 8,2009 CITY OF ATLANTIC BEACH CITY COMMISSION STAFF REPORT AGENDA ITEM: Request for an extension in time of previously rendered vesting determinations from Rich and Amber Grady and Dezmond and Angela Waters to permit the redevelopment of a two-family dwelling on each of the owner's lots at 1820 Ocean Grove Drive and 1757 Ocean Grove Drive. SUBMITTED BY: Sonya Doerr, AICP Community Development Director DATE: May 18, 2009 BACKGROUND: The City has received requests as referenced above to extend vesting determinations that were granted in August and October of 2004, respectively. The previous vesting determinations were substantively the same and permit the redevelopment of a two-family dwelling on each of the owner's lots. Both lots are on Ocean Grove Drive. As set forth within Section 24-51 of the Land Development Regulations, vesting determinations are granted for a period of five (5) years. As such these will expire later this year. Reasons for the needed extensions are set forth in the letters submitted by both property owners. Staff believes that there are extenuating circumstance in both cases, and recommends approval of the original vesting determinations for a period of five (5) years. RECCOMENDATION: Motion to extend terms of vesting determinations for a period of five (5) years for construction of a two-family dwelling at: • 1757 Ocean Grove Drive; extended until August 06, 2014. • 1820 Ocean Grove Drive; extended until October 05, 1014. ATTACHMENTS: Letter of request from Mr. Waters and from Mrs. Grady with attached original vesting determinations. REVIEWED BY CITY MANAGER: C May 26,2009 regular meeting AGENDA ITEM#8A JUNE 8,2009 May 7, 2009 City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 To:City Commission via Sonya Doerr-Planning and Development Department RE:Request Extension of Vested Rights-Presently expires 8/06/2009 We have been Atlantic Beach residents since 1991 and we recently lost our home to mold and because of this,our home will have to be torn down. Insurance companies only pay$10,000 for mold loss-so we will have to fund the rebuild of our home ourselves.An extension to build two-family would provide us with the time and the opportunity to rebuild what we want for this next stage of our lives. Thank you and we appreciate your consideration in this matter. Sincerely, Ri Grady A�� Zrop?ertyOwn s: mb nd Rich Grady Property Address: 1820 Ocean Grove Drive,Atlantic Beach, FL 32233 Legal Description 09-2S-29E-1 1820 OCEAN GROVE DR 20-020 09-2S-29E OCEAN GROVE UNIT NO 2 LOT 28 RICHARD O/R BK 7193-1659 RE Number:169622-0000 AGENDA ITEM#8A JUNE 8,2009 t rJ\J CITY OF ATLANTIC BEACH BUILDING AND PLANNING J� 800 SEMINOLE ROAD J ATLANTIC BEACH,FLORIDA 32233-5445 5) TELEPHONE: (904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us �JR August 06, 2004 Amber and Rich Grady 1202 Landings Loop Tallahassee, Florida 32311-1289 Re: Vesting determination related to proposed two-family dwelling at 1820 Ocean Grove Drive Lot 28, Ocean Grove, Unit 2 (RE Number 169622-0000) Dear Mr. and Mrs. Grady: I write in response to your request for a vested rights determination related to proposed development of a two-family dwelling at your above referenced property. Your lot on Ocean Grove Drive is zoned Residential, Two-family (RG-1) and is currently designated Residential, Medium Density by the Comprehensive Plan for the City of Atlantic Beach. The City anticipates adoption of Comprehensive Plan amendments in September of this year, which shall change the land use designation of your property from Residential, Medium Density to Residential, Low Density. You have specifically requested that this project be vested from the change in density designation, which would limit the future development on your lot to a single-family residence only. Lot 28 contains 7500 square feet of lot area, and is currently of sufficient size to construct a two-family dwelling. The change in density designation, however, will require 14,500 square feet of lot area for new two-family dwellings. Based upon review of information submitted with your request, the intended plan of development for your property has been established prior to the anticipated adoption of the change in density designation. The City finds that you are entitled to common law vested rights exempting the proposed development from the change in land use designation from Residential, Medium Density to Residential, Low Density in that each of the following criteria are demonstrated. 1. -4n act of the government will occur. The City will adopt Comprehensive Plan amendments in September of this year, and said amendments will change the land use designation of your property from Residential, Medium Density to Residential, Low Density. AGENDA ITEM#8A Page two JUNE 8,2009 Grady,Rich and Amber August 06,2004 2. The property owner has relied in good faith on previous acts of the government. Preliminary design plans have been prepared in good faith reliance on the land use designation of Residential, Medium Density and the zoning designation of Residential, Two-family. 3. The property owner has had a substantial change in position. The expenditure of significant funds has been incurred in preparation of a preliminary design and site planning. Please bear in mind that this vesting determination relates only to the change in density designation, and the anticipated development of a two-family dwelling on your property. All other applicable land development regulations and permitting requirements, which are in effect at the time such permits are sought, shall apply to future development of this property. This vesting determination shall remain valid for a period of five (5) years from this date. Please feel free to call me at 904 247-5826 with any further questions. Sincerely, Sonya B.B. Doerr,AICP Community Development Director Concur: =ans , ager Attachments AGENDA ITEM#8A JUNE 8,2009 May 7, 2009 City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 To:City Commission via Sonya Doerr-Planning and Development Department RE: Request Extension of Vested Rights We are requesting an extension because our son has moved out of state for career purposes. We would like to give him the opportunity to build a townhome on our property once he settles back in Atlantic Beach.An extension would give us that ability. It is our intention for our son to be the fourth generation of our family to fire in Atlantic Beach. Thank you very much, James Desmond Waters III(father)&Angela Waters(aunt) Signed: Property Owners:Angela Waters and James Desmond Waters III Property Address: 1757 Ocean Grove Drive,Atlantic Beach, FL 32233 Legal Description 1757 OCEAN GROVE DR 20-020 09-2S-29E OCEAN GROVE UNIT NO 2 LOT 10 RE Number: 169606-0000 AGENDA ITEM#8A JUNE 8,2009 CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD .�• ATLANTIC BEACH,FLORIDA 32233-5445 S') TELEPHONE:(904)247-5800 J FAX:(904)247-5845 http://ci.atlantic-beach.fl.us October 05, 2004 �j�� . Y James Dezmond Waters, III 1835 Seminole Road Atlantic Beach, Florida 32233 Re: Vesting determination related to proposed two-family dwelling upon Lot 10, within the Ocean Grove Subdivision,Unit 2 Dear Mr. Waters: I write in response to your request for a vested rights determination related to proposed redevelopment of your above referenced property with a new two-family dwelling. Your lot on Ocean Grove Drive is zoned Residential, Two-family (RG-1) and is currently designated Residential, Medium Density by the Comprehensive Plan for the City of Atlantic Beach. The City has adopted Comprehensive Plan amendments, which when effective upon issuance of a Final Order from the Department of Community Affairs, shall change the land use designation of your property from Residential, Medium Density to Residential, Low Density. You have specifically requested that the proposed development project be vested from the change in density designation, which would limit the future redevelopment of your lot to a single-family residence only. Lot 10 contains 7500 square feet of lot area, and is currently of sufficient size for two dwelling units. The change in density designation, however, will require 14,500 square feet of lot area for new two-family dwellings. Based upon review of information submitted with your request, the intended plan for redevelopment of your property has been established prior to the effective date of the change in density designation. The City finds that you, or your successor or assigns, are entitled to common law vested rights, for a period of five (5) years, exempting the proposed development from the change in land use designation from Residential, Medium Density to Residential, Low Density in that each of the following criteria are demonstrated. 1. An act of the government will occur. The City will adopt Comprehensive Plan amendments in September of this year, and said amendments will change the land use designation of your property from Residential, Medium Density to Residential, Low Density. AGENDA ITEM#8A Page two JUNE 8>2009 Mr.Waters October 05,2004 2. The property owner has relied in good faith on previous acts of the government. Preliminary design plans have been prepared in good faith reliance on the land use designation of Residential, Medium Density and the zoning designation of Residential, Two-family. 3. The property owner has had a substantial change in position. The expenditure of significant funds has been incurred in preparation of a design and construction plans. Please bear in mind that this vesting determination relates only to the change in density designation, and the anticipated redevelopment of your property with two dwelling units. All other applicable land development regulations and permitting requirements, which are in effect at the time such permits are sought, shall apply to future redevelopment of this property. This vesting determination shall remain valid for a period of five (5) years from this date. Please feel free to call me at 247-5826 with any further questions. Sincerely, Sonya B. Doerr, AICP Community Development.Director Concur: Jim H son, ity Manager Attachments IS, CITY OF ATLANTIC BEACH 800 SEAHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034282 Date 12/05/06 Property Address . . . . . . 1820 OCEAN GROVE DR Application type description ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13769 ---------------------------------------------------------------------------- Application desc REROOF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------- GRADY, AMBER/RICHARD GRASTON ROOFING CO INC 1820 OCEAN GROVE DR. 2680 FOX HUNT TRAIL ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 (904) 287-0298 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 98 .85 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 13769 Expiration Date . . 6/03/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 85 98 . 85 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 .85 98 .85 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET "r D.Hufstetler Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane R.Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 6 & Property Address o�L Q CLQ e r Applicant: fd -A �o �✓ Project: This permit application has been: Ll Approved as noted by the- 15(v", Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: oz 761 X r A(f ed Jeh 69 No C Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: Date: / D Date Contractor Notified: Doc #�3006210601, OR BK 13334 Page 2194, Number Pages: 1, r iiea & reccirueu 06/19/2006 at 08:33 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING . $10.00 L NOTICE OF COMMENCEMENT Stateof Tax Folio No. County of Otto To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following infcirmatiion is stated in this NOTICE OF COMMENCEMENT. Legal descri tion of property bein improved:L0—L'ZC dl '��► y� �- 2 Address of property being improved: y 33 General description of improvements: 104 iZ M Owner 1 r If Address: jdLC OmLi, ffi-ovi. �y�T f A]4 �t rL, '32'L3�_ Owner's interest in site of the improvement: Q_ wylp,4 Fee Simple Titleholder(if other than owner): Name: Address: Contractor: Address: ?� k 3.3 Phone No: Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: A',Jress: Y'.°sae No: Fax No: Narn;)f person within the State of Florida,other thanhimself, designated by owner upon ir�lzm notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). ' Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE.ONLY WN h/ Signed: Date: vfo Before me thisda fu in e ounty of Duval, State ofFlorida,h personally appeared i Notary PubV at Lar'e,State of FI MACRE �'' Alf My commission ex es: 'u '= nv rnr�M�esinN r nn eeK�� Personally Known: EXPIRES:Jul ty 1,2Q09 or Produced I entification: �'? `t.-u S'T,`,E U ELORMA CC JNTt` 2.H VN1DEPSlGNEO Clr,%of the Circuit Court,Duv2I County; !rrsda, DO NER"BY CERTIFY the within,nd fore,;Aing is a true cn� ccrrect copy at the criginal as it 2P,^ye3TS on record and file is tae office cf Vie Cierk ct Circuit of Duval County, Florida. WITNESS ny hard 2nd ssal cf Clerk of Circuit Ceurt at :e, Florida,tris the,�Cay of / C A.D.,200( JHI FULLER Clerk cf Vs Circuit Court .fiuvai County �' Deputy C�fk tiJ ji1' CITY OF ATLANTIC BEACH ROOFING PERMIT AP LICATION - sig A, 1 Q �I D b Date: PLEASE SUBMIT(2) COMPLETE SETS OF PRODUCT APPROVALSAND INSTALLATION INSTRUCTIONS WITHAPPLICATION. Job Address: I Do OQ 0 &tve- (1v Q- O Owner of Property:-- OAA 9 AM b0n Address: ZD ti(Nl b ro It Telephone: "l p State License Number: CCC "6 77?vZZ/ Contractor: Contractor's Address: r 1 RC1.41DYI , \D Telephone: �� • �- ' 029 g Fax: qo` . 2sa S Scope of Work: Pq f-od _ j A& / 1,QG 9��)0 1'1/ Si kK*,W /Ua h l—022�•D5 Deck Slope: 1 1 Greater than 2:12 Less than 2:12 ✓ Valuation of work: 1112 71t7� _ l Product Name(Example: Timberline): F- ydd m Try hW `7"��,_ fti I S/Ysl Manufacturer(Example:GAF): ASTM Designation(s): -�U Cffi,,- 4,-P;& lq Required Inspections: Sheathd Final Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this t— day of G 1+ulL e ,20d>& . State of Florida,County of Duval Notary's Signature: GRANT GARRETSON (� Personally kn6wn �Jofary F�;i�liC Skate of Florida ,,� �ja i5 My comi;:< sY.pmas Mar.31,2008 �oduced it No.00 305964 Type of identification produced Signature of Contractor: Date: ' Xe2(, AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1041,coobf-- ,2004 _. State of Florida,County of Duval Notary's Signature: 91 VVIWn Personally known jp- a My CW A. j D0320327ElProduced identification Type of identification produced •1°'.) Expir"Sepwnbor 22,2M 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://Www.cLattantic-beach.fl.us Page 1 Revised 10/06 M i A M hHANIl-DARE COUNTY,FLORIDA - METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 G.A.F.Materials Corporation CONTRACTOR LICENSING SECTION 1361 Alps Road. (305)375-2527 FAX(305)375-2558 Wayne,NJ 07470 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372.6339 Your application for Notice of Acceptance(NOA)of: Everguard Single Ply Roof Systems Over Wood Decks under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction,and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office(BCCO)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0227.05 EXPIRES: 06/14/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDMONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE,&PRODUCT REVIEW COMWrTEE This application for Product Approval has been reviewed by the BCCO and approved,by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J. Quintana,R.A. Director Miami-Dade County APPROVED: 06/14/2001 Building Code Compliance Office FILE COPY As045000I\pc20001\temp1ates\notice acceptance cover page.dot Internet mail address:postmaster@buildingeodeonline.com ( Homepage:http://www.buildingeodeonKne.com GAF MATERIALS CORP. Acceptance No.:01-0227.05 ROOFING ASSEMBLY APPROVAL Category: Roofing Approval Date:June 14,2001 Sub-Category: PVC Single Ply Expiration Date:June 14,2006 Deck Type: Wood Maximum Design Pressure -45 psf Fire Classification: See General Limitation#1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description EverGuard EGSR 40- 78"x 108" ASTMD 4434 40-100 mil thermoplastic alloy field 100 Mil Membrane 702 sf roll membrane. EverGuard EGSR 40- 39"x 108' ASTM D 4434 40-100 mil thermoplastic alloy 100 Mil Perimeter Sheet 351 sf.roll perimeter sheet. EverGuard EGSR 40- 52"x 108' ASTM D 4434 40-100 mil thermoplastic alloy field 100 Mil Membrane membrane. EverGuard EGSR 611, 8", 12", 18" & ASTM D 4434 40-100 mil thermoplastic flashing Reinforced Flashing 24"variable membrane. Membrane length rolls EverGuard UN-55 24"x 30'LF ASTM D 4434 55 mil unreinforced flashing membrane Unreinforced 55 Mil 60 sf.Roll Membrane EverGuard Coated Metal 4'x 8' US Commercial EverGuard membrane laminated 24 Ga. 4'x 10'sheets Standard CS- galvanized steel. 245-62 EverGuard EGFB Fleece 76"x 90" ASTM D 4434 40-100 mil thermoplastic alloy fleece Back 40-100 Mil 570 s£Roll back field membrane. Membrane EverGuard EGFB Fleece 39"x 108' ASTM D 4434 40-100 mil thermoplastic alloy fleece Back 40-100 Mil 351 sf.Roll back perimeter sheet. Membrane EverGuard EGFB Fleece 12", 18"&24" ASTM D 4434 40-100 mil thermoplastic alloy fleece Back Reinforced variable length back flashing membrane. Flashing Membrane rolls Page 2 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.: 01-0227.05 Test Product Product Dimensions Specification Description EverGuard Universal 4"x 4"x 4" ASTM D 4434 Prefabricated molded one piece Corners 20 pcs.crtn. corners. EverGuard Boots 1"- 8"od ASTM D 4434 Premolded vent pipe boots. 6 pes.crtn. EverGuard Bonding 5 gallon pails proprietary Adhesive for fully adhered systems and Adhesive membrane flashing. EverGuard Membrane 2"round PA 117 Round 2"nylon reinforced seam plate. Plates EverGuard Membrane 2"round PA 117 Round 2" galvalume seam plate. Plates EverGuard Membrane 2-3/8"round PA 117 Round 2-3/8"galvalume seam plate. Plates EverGuard Insulation 3" round PA 117 Round 3"plastic plate. Plates EverGuard Insulation 3"round PA 117 Round 3" galvalume plate. Plates EverGuard EGIN 15/8"- 8"#12 PA 117 Self tapping coated screw w/43 Phillips Fasteners head. EverGuard EGHD 1 1/4"- 16"#14 PA 117 Self tapping coated screw w/#3 Phillips Fasteners head. EverGuard Aluminum 1/8 x 1"x 10 PA 114 Lip termination bar. Termination Bar EverGuard Masonry '/a"x 1-2" PAI 14(E) Masonry anchor with drive pin. Anchors PAI 17 EverGuard Expansion 4"-8"x 50' Low profile expansion joint cover. Joint Cover EverGuard Standard 1/8"x 30"x 36" Standard duty walkway pad. Walkway Page 3 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 Test Product Product Dimensions Specification Description EverGuard Heavy Duty 1/4"x 30"x 36" Heavy duty walkway pad. Walkway EverGuard Isocyanurate 4'x 4',4'x 8' Polyisocyanurate insulation. Insulation various thicknesses TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Manufacturer ACFoam H various PA 110 Polyisocyanurate foam Atlas insulation. (with current NOA) ACFoam III various PA 110 Polyisocyanurate foam Atlas insulation. (with current NOA) E'NERG'Y PSI-25 various PA 110 Polyisocyanurate foam Johns Manville insulation. (with current NOA) E'NR&Y-2 Plus various PA 110 Polyisocyanurate foam Johns Manville insulation. (with current NOA) Fesco Foam various PA 110 Polyisocyanurate foam/ Johns Manville Fescoboard insulation. (with current NOA) UhraGard Premier various PA 110 Polyisocyanurate foam Johns Manville insulation. (with current NOA) UltraGard Gold various PA 110 Polyisocyanurate foam Johns Manville insulation. (with current NOA) Hy-Tec various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current NOA) Hy-Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current NOA) Hy-Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current NOA) Page 4 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 Test Product Product Dimensions Specification Description Manufacturer ISO 95+, various PA 110 Polyisocyanurate foam Firestone ISO 95+GL insulation. (with current NOA) Multi-Max,Multi- various PA 110 Polyisocyanurate foam Rmax,Inc. Max FA insulation. (with current NOA) Thermaroof Plus various PA 110 Polyisocyanurate foam Rmax,Inc. insulation. (with current NOA) Ultra/M-Il various PA 110 Polyisocyanurate foam Homasote Co. insulation. (with current NOA) Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation. (with current NOA) White Line various PA 110 Polyisocyanurate foam Apache Products Co. insulation. (with current NOA) Celotherm various PA 110 Perlite insulation board Celotex (with current NOA) Conperl various PA 110 Perlite insulation board Conglas (with current NOA) Fesco Board various PA 110 Perlite insulation board Johns Manville (with current NOA) High Density various PA 100 Wood fiber insulation. Celotex Corp. Fiber Board (with current NOA) Armor Board High various PA 110 Wood fiber insulation Allied Signal Density (with current NOA) GAFTEMP various PA 110 Perlite insulation board. GAF Permalite (with current NOA) GAFTEMP High various PA 110 Wood fiber insulation. GAF Density Fiberboard (with current NOA) Roof Insulation various PA 110 Wood fiber insulation. Georgia Pacific Board (with current NOA) Fiberbase HDI, various PA 110 Wood fiber insulation. Temple Inland HD6 (with current NOA) Page 5 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 Test Product Product Dimensions Specification Description Manufacturer Structodek various PA 110 Wood fiber insulation. Masonite (with current NOA) Type X Gypsum various Fire resistant rated gypsum. Generic Dekfast Fasteners various PA 114 Insulation/membrane Construction #12,#14 or#15 PA 117 fasteners Fasteners Inc. (with current NOA) Omega various PA 114 Stainless steel insulation/ Construction PA 117 membrane fasteners Fasteners Inc. (with current NOA) HD Insul-Fixx various PA 114 Insulation/membrane SFS Stadler Fastener PA 117 fasteners (with current NOA) Insul-Fixx P 3"round PA 114 3"round polyethylene SFS Stadler PA 117 stress plate. (with current NOA) - Insul-Fixx S 3"round PA 114 3"round galvalume AZ55 SFS Stadler PA 117 stress plate. (with current NOA) Insul-Fixx Fastener various PA 114 Insulation fastener for steel SFS Stadler PA 117 and wood decks. (with current NOA) Isofast Fasteners various PA 114 Insulation/membrane SFS Stadler PA 117 fasteners (with current NOA) Isofast Plate various PA 114 Square or oblong galvalume SFS Stadler PA 117 steel plates for use with (with current NOA) Isofast fasteners. Olympic Fastener various PA 114 Insulation/membrane Olympic #12 or#14 PA 117 fasteners. (with current NOA) EVIDENCE SUBMITTED: Test Agency/Identifier Name Regort Date Factory Mutual J.I. OX2A9.AM Class 1 Concrete deck 06/26/93 Research Corporation fully adhered. J.I. 1WIA9.AM 80 Mil Class I wood, 09/11/93 steel,concrete. J.I. 1X3A6.AM C3 Fleece Back fully 10/03/93 adhered Class I ste conere Page 6 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 Test Agency/ldentifier Name Rego Date J.I. 1 W9A2.AM C3 Fleece Back fully 06/15/93 adhered Class I lightweight concrete. J.I. 1W2AO.AM C3 Fleece Back fully 08/24/93 adhered Class I lightweight concrete. J.I.3W3A4.AM C3 mechanically 11/22/93 fastened steel,concrete. J.I. OXSA9.AM C3 Dual attachment 06/25/93 Class I steel,wood, concrete. J.I. 1X6A5.AM Solweld plate 10/12/93 mechanically fastened Class I steel,concrete. J.L 2W5A6.AM C3 Fleece back fully 06/01/93 adhered Class I steel, concrete. Underwriters File R9834(N) Fire Classification 04/06/93 Laboratories Page 7 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 APPROVED ASSEMBLIES Deck Type 1I: Wood,Insulated,New Construction Deck Description: 19/32"or greater plywood or wood plank System Type C: All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully or partially adhered to insulation. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener (Optional)Base Laver Type Detail No. Per Board. Density Approved Type(s):ACFoam II,Multi-Max FA,E'NRG'Y-2,PSI-25,ISO-95+,ISO+GL,Hy- Therm AP,Pyrox,EverGuard Minimum: 1.4"x 4'x 4' N/A N/A N/A N/A Note: All layers shall be simultaneously fastened;see top layer below for fasteners and density. Insulation Fastener Fastening Fasteners Fastener Top Layer ape Detail No. Per Board Densily Approved Type(s): ACFoam II,Multi-Max FA Minimum: 1.5"x 4'x 4' Dekfast#14,#15 [3] 8 1:2 ft.2 Minimum: 1.5"x 4'x 4' Olympic#12,#14 [3] 8 1:2 ft.2 Minimum: 1.5"x 4'x 4' EverGuard EGID,EGHD[3] 8 1:2 ft? Minimum: 1.5"x 4'x 4' Isofast IF2 [3] 8 1:2 ft.' Approved Type(s): ISO 95+,ISO 95+GL Minimum: 1.4"x 4'x 4' Dekfast#14,#15 [3] 8 1:2 ft.2 Minimum: 1.4"x 4'x 4' Olympic#12,#14 [3] 8 1:2 ft.' Minimum: 1.4"x 4'x 4' EverGuard EGID,EGHD[3] 8 1:2 ft? Minimum: 1.4"x 4'x 4' Isofast IF2 [3] 8 1:2 ft? Approved Type(s): E'NRG'Y-2,PSI-25,Hy-Therm AP,Pyrox,EverGuard Minimum: 1.4"x 4'x 4' Dekfast#14,#15 [3] 8 1:2 ft.2 Minimum: 1.4"x 4'x 4' Olympic#12,#14 [3] 8 1:2 ft.2 Minimum: 1.4"x 4'x 4' EverGuard EGID,EGHD[3] 8 1:2 ft? Minimum: 1.4"x 4'x 4' Isofast IF2 [3] 8 1:2 ft.' Minimum: 1.4" x 4'x 4' Insulfixx S or P [3] 8 1:2 ft.' Approved Type(s): High Density Fiberboard,FM-90 High Density,Armor Board Regular,Esgard, Celotex Fiberboard,GAFTEMP Fiberboard,Huebert Fiberboard,Kop-R Wood Fiber Minimum: %2'x 4' x 4' Dekfast#14, #15 [3] 8 1:2 ft.2 Minimum: %z'x 4'x 4' Olympic#12,#14 [3] 8 1:2 ft.2 Minimum: %2'x 4'x 4' EverGuard EGID,EGHD[3] 8 1:2 ft.2 Minimum: ''/2"x 4`x 4' Isofast IF2 [3] 8 1:2 ft.2 Minimum: %2"x 4'x 4' Insulfixx S or P [3] l. 2 Page 8 r Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.: 01-0227.05 Note:All layers of insulation shall he mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density.Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Vapor Retarder: (Optional) Any UL or FMRC approved vapor retarder may be installed over the deck or the base layer of insulation. Barrier: 1/2" or 5/8" gypsum or Dens Deck secured to the deck with the insulation. Membrane: EverGuard EGFB Fleece Back Roof Cover fully adhered to the insulation with EverGuard Bonding Adhesive applied at the rate of 1 galJsq.,or approved mopping asphalt applied at the rate of 25 lbs./sq. Optional mechanical attachment of membrane using fasteners and plates noted in System Type D spaced 36"o.c.is permitted. Maximum Design Pressure: -45 psf; (See General Limitation#9.) Page 9 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.: 01-0227.05 Deck Type 1I: Wood,Insulated,New Construction Deck Description: 19/32"or greater plywood or wood plank System Type D: All insulation is loose laid with preliminary attachement or roof deck.Membrane is subsequently mechanically fastened through insulation to roof deck. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base Layer Tvne Detail No. Per Board Densi One or more layers of the Base Layer insulation covered by one layer of the insulation listed as Top Layer. Approved Type(s): EPS over gypsum barrier. Minimum: 1"x 4'x 4' N/A N/A N/A N/A Insulation Fastener Fastening Fasteners Fastener Base or Top Layer Zile Detail No. Per Board Densi One or more layers of the following insulations. Approved Type(s): Celotherm,Conperl,GAFTEMP Permalite,FescoBoard Minimum: 1"x 2'x 4' N/A NIA N/A NIA Approved Type(s):Armor Board High.Density,BP High Strength,FM-90 Traffic Top/High Density,ERS Redi-Deck,Riber Top C,E,S,GAFTEMP High Density,Roof Insulation Board, High Density Fiberboard,Fiber Base HD1,HD6,Structodek Minimum: 1"x 4'x 4' N/A N/A N/A N/A Approved Type(s): Hy-Tec, Pyrox, EverGuard, Hy-Therm AP, Whiteline, Hy-Therm SP, E'NRG'Y-2,PSI-25,Mutli-Max,Thermaroof Plus,ACFoam H,Ultra/M-111SO/glas,ISO 95+,ISO 95+GL,Ultragard,Fesco Foam Minimum: 1"x 4'x 4' N/A N/A N/A NIA Note: Top layer shall have preliminary attachment,prior to the installation ofthe base/anchor sheet,at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than S ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Vapor Retarder: (Optional) Any UL or FMRC approved vapor retarder may be installed over the deck or the base layer of insulation. Barrier: 1/2" or 5/8"gypsum or Dens Deck secured to the deck Page 10 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.: 01-0227.05 Membrane: EverGuar EGSR Membrane or EverGuard EGFB Fleece Backed Membrane attached through the prelimiary attached insulation as specified below. Fastening#1: Roof cover is rolled over the insulation and its 2"laps are sealed. Membrane is mechanically attached using SFS Isofast IF/IG-82x40 plates and IF or IG screws, Olympic ASAP/EverGuard 2"plates and Olympic Standard/EverGuard EGIN or Olympic Heavy Duty/EverGuard EGHD Screws or Dekfast#14 or#15 screws and plates spaced 6"o.c.in rows 8 ft.apart or 12"o.c.in rows 4 ft.apart. Fastener rows are stripped in with 6"wide strips of membrane or 6"diameter membrane caps,heat or solvent welded. Fastening 42: Membrane is mechanically attached using Olympic ASAP/EverGuard 2"plates and Olympic Standard/EverGuard EGIN or Olympic Heavy Duty/EverGuard EGHD Screws or Dekfast#14 or#15 screws and plates spaced 18"o.c.through 3" wide laps spaced 48"apart. Fastening#3: 78"wide membrane is mechanically attached using Olympic ASAP/EverGuard 2" plates and Olympic Standard/EverGuard EGIN or Olympic Heavy Duty/EverGuard EGHD Screws,Dekfast Omega,#14 or#15 screws and plates or HD Insulfxx S spaced 18"o.c.through 6"wide laps spaced 72"apart. Maximum Dcsign Pressure: -45 (See General Limitation#7.) Page 11 Frank Zuloaga,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Membrane mechanically attached to deck. All General and System Limitations apply. Barrier: 1/2"or 5/8" gypsum or Dens Deck secured to the deck with 4 approved fasteners per board. Membrane: EverGuard EGSR Membrane or EverGuard EGFB Fleece Backed Membrane attached through the prelimiary attached insulation as specified below. Fastening#l: Roof cover is rolled over the insulation and its 2"laps are sealed. Membrane is mechanically attached using SFS Isofast IF/1G-82x40 plates and IF or IG screws, Olympic ASAP/EverGuard 2"plates and Olympic Standard/EverGuard EGIN or Olympic Heavy Duty/EverGuard EGHD Screws or Dekfast#14 or#15 screws and plates spaced 6"o.c.in rows 8 ft.apart or 12"o.c. in rows 4 ft. apart. Fastener rows are stripped in with 6"wide strips of membrane or 6"diameter membrane caps,heat or solvent welded. Fastening#2: Membrane is mechanically attached using Olympic ASAP/EverGuard 2"plates and Olympic Standard/EverGuard EGIN or Olympic Heavy Duty/EverGuard EGHD Screws or Dekfast#14 or#15 screws and plates spaced 18"o.c.through 3" wide laps spaced 48"apart. Fastening#3: 78"wide membrane is mechanically attached using Olympic ASAP/EverGuard 2" plates and Olympic Standard/EverGuard EGIN or Olympic Heavy Duty/EverGuard EGHD Screws,Dekfast Omega,#14 or#15 screws and plates or HD Insulfixx S spaced 18"o.c.through 6"wide laps spaced 72"apart. Maximum Design Pressure: -45 (See General Limitation#7.) Page 12 4FrZfu1oaga,,RRC Roofing Product Control Examiner GAF MATERIALS CORP. Acceptance No.: 01-0227.05 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance(approval)shall be considered after a renewal application has been filed and the original submitted documentation,including test supporting data, engineering documents, are no older than eight(8)years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name,city, state,and the following statement: "Miami-Dade County Product Control Approved",or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product(identical)as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials,use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance,unless prior written approval has been requested(through the filing of a revision application with appropriate fee)and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a)Unsatisfactory performance of this product or process; b)Misuse of this Acceptance as an endorsement of any product,for sales,advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents,where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 14. END OF THIS ACCEPTANCE Page 14 Frank Zuloaga,RRC Roofmg Product Control Examiner GAF MATERIALS CORP. Acceptance No.:01-0227.05 WOOD DECK SYSTEM LnvnTATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL L1avImuoNS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F")value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters, and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation 47 will not be applicable.) Page 13 Frank Zuloaga,RRC Roofing Product Control Examiner CITY OF ATLANTIC BEACH 800 SENMOLE ROAD ATLANTIC BEACH,FL 32233 ` INSPECTION PHONE LINE 247-5826 ,X Application Number 06-00033857 Date 9/18/06 Property Address 1820 OCEAN GROVE DR Application type de 'cription RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . TO BE UPDATED Application Valuation 25000 ------------------------- --------------------------------------------------- Application desc REPLACE WINDOWS 1 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRADY, AMBER/RICHARD THE DESIGN & BUILD GROUP, INC. 1820 OCEAN GROVE DR. 348 PLAZA ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2228 ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 155 . 00 Plan Check Fee 77 .50 Issue Date . . . . Valuation . . . . 25000 Expiration Date . . 3/17/07 ------------------------- --------------------------------------------------- - Special Notes and Comments NOT IMPACT WINDOWS ------------- - i ------ - '--------------------------------------------- Fee summaryCharged Paid Credited Due Permit Fee total 155 . 00 155 . 00 . 00 .00 Plan Check Total 77 . 50 77 . 50 . 00 . 00 Grand Total 232 . 50 232 . 50 . 00 . 00 PERMIT IS APPROVEDttNLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES 4( J rjr�Irj�i� CITY OF ATLANTIC BEACH a uc j PLAN REVIEW SHEET �r Building Department Public Works&Public Utilities Departments ' ins �y J;31>r 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R.Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Property Address: ZA ce 77 jeD Y ii e- Applicant: 6" zt'R� Project: /t L A iyl This permit application has been: v Approved as noted by the.&I U epartment. Final application approval must o6uie from the Building Department. Reviewed and the following items need attention: Tw /L- Y o Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH * t' WINDOWS, SKYLIGHTS, GARAGE DO S,HURRICANE SHUTTERS Date: Please submit(2)complete sets of plans with application. I n Job Address: I g o ��rdy e jy e W 1 Owner: f� Y-A 11"1 /�t � 2 v 6C ea yl ��G,�Z l"1` Q' ' Phone: Address: ,+q� f Legal Description: Block Number: 1) 02 (��` Lot l umY er: i Zoning District-(V A�`��R Contractor: . 1�2�5 i b ��1, r1 r )'�` (✓i C• State License Number: -� j 2 Address: Phone: �2 2Z City: State: R- Zip:3 2 2 3,3 Fax: Describe proposed use and work to be done: d'v" Ye G Present use of land or building(s): 1 G - Valuation of proposed construction: $�'�-, D��j Is approval of Homeowner's Association or other private entity required? .N D If yes,please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height I I I I I 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page I Revised 1/27/03 .edure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may :It in delay in issuance of permit. In addition to the building data,the following information is required: 1. Product approval for all (FBC 2004) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all info tion pro ided with thi p cation is correct. Signature of Owner: Date: /l I hereby certify that I have read and examined plication and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co t and that the plans and supporting data have been or shall be provided as required. II O d� Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: -C 6k- Mailing Address: 2Mewl Telephone: Fax: E-Mail: • AS TO OWNER: Sworn to and subscribed before me this I I L` day of �t� 5` ,20 0� State of Florida,County of Duval (4} ter JENNIFER MARY MACRI Notary's Signature: v W"t, f MY COMMISSION#DD 449518 h! = EXPIRES:July 11,2009 `,o Al Bonded Thru Notary Public Underwriters RC1 Personally known -. ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 A State of Florida,Cqunt7 of Duval L Notary's Signature: Nfty PAft•SW d POW �Y i� . ,Cam Expirafeb/4, P1 A= Commission N DD 518533 Personally known Bonded By National Notary Assn. Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/27/03 ILE COPY Architectural Testing A P P R o v CITY OF AT!ALIT' w' Gi BUa..CJING '✓Nr3C:i ASTM E 1886-97 AND ASTM E 1996-01 TEST REPORT Rendered to: By. SIMONTON WINDOWS 1' SERIES/MODEL: 0809 TYPE: PVC Casement Window FILE COPY Report No.: 42204.05-122-38 Report Date: 08/22/05 Expiration Date: 07/19/06 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 08-08 PRODUCT TYPE: PVC Double Casement (XX) Title Summary of Results Rating C-R50 1842 x 1880 72-1/2 x 74) Operating Force 8.9 N (2.0 lb Air Infiltration 0.61 L/s/m (0.12 cfm/ ) rEWaterResistance Test Pressure 359 Pa(7.5 sf) Uniform Load Deflection Test Pressure ±2393 Pa ±50.0 sf) Uniform Load Structural Test Pressure ±3589 Pa(±75.0 sf) Forced Entry Resistance Grade 10 Reference must be made to Report No. 60503.01-501-47, dated 01/18/06, for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com AL Architectural Testing ANSUAAMA/NWWDA 101/1.5.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 08-08 PRODUCT: PVC New Construction Casement Window Title Summary of Results Rating C-R55 36 x 80 Operating Force N/A Air Infiltration 0.01 cfm/ Water Resistance Test Pressure 8.25 psf Uniform Load Deflection Test Pressure ±55.0 psf Uniform Load Structural Test Pressure ±82.5 psf Forced Entry Resistance Grade 10 Reference should be made to ATI Report Identification No. 55130.01-501-47 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: SIMONTON WINDOWS SERIESIMODEL: 08-09 PRODUCT TYPE: PVC Awing Window Report No.: 65944.01-501-47 Test Dates: 06/27/06 And: 06/28/06 Report Date: 08/21/06 Expiration Date: 06/28/10 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com MODEL DESIGNATION Simonton C...-f Serie.08-09 Ynyl Window y. MAXIMUM OVERALL NOMINAL SIZE: S[ngl,up t,ZU"x 80" MASONRY IJNIEL DESIGN PRESSURE RATING Anchors P.etiv.55.G PSF N.q.tN.55.0 PSF F , ., - , , 2' dA Wi,do D fg,Pmnum Rating, V"Y'S' FURRING T C:pdI,Ig AAMA T ..t R.p.ft or Cad, NOA Fald.P.E.E�bu.tl USABLE CONFIGURATIONS x 1" 2' S—OW FURRING GENERAL DOCRIP71ON Th,head and ed,jamb,are extruded PVC GULK O"AI-L DRYWALL Cr Th,wall thi,knos,though6' which the anchor....�penetrate. SHIM SILICONE ULK 1e a mlWd 0.070 SILJLONE GU. SASH SEF NOTE II JAM. HM JAMB EDHE4D JAM13 a' TAP TAPCol 1.25'MIN.Ems. 1YPE.WCHOR. —7— 5106 TO MASONRY SASH slu EE NO E 6CAL' MASONRY BLOCK SILICONE SILICONECILLK MCCO _LK INSIDE STOOL D=CAL 14MS sHw E z ' MASONRY 1'x 2*-NG SILL SILL 0, AM 1.ThN eyhab been--tad fa,u..in I...It—vdh,,Ig t,th.Rarkla ll.uldfng C C, and when-m naulnm.nt.m date l-al b,ASCE 7 MW-Dnign.,.—kK. O and Other R—b—a d.not ncsa th.d.1,pmeam ntlnq.fleet h—, 2.Fa,imtkou-U,.--b—1.J-than 1-112'(FOCctb-170).4.4 M.hM.uh.d. and aub-101.11 7707.4.4.1 Tapa.,top,co cob a,,h,,must b.uvd and the length moat b.aucM1 thvt v mn m 1-1/4'engagem.n!o/N.Tapcon Into theroll 1....j-. 3.WK qW,I, m,llw M,da, I,,no anchor ern.ewl b,in, ],IL If W. In a m.mortar Joint-a—1...m.41' 1.-.1 bl..1. 1.1t. .n uuk.flln. OWlat..wh.n JC'to 6G' 61165gq] In nNpM un ve ..K with(1) J" b...�d ..the f-beb.III,.. 4/12/0230'�-g. t M.ham...M.,U-Wha,I—lib,g a-d.,aba.00-to W"In h.Ight ha, 1,All Interior and exterior pebbe, *1 Ih, D��. WILNo S.S.'M-N'e 1-001-bIll far add—d -.&q Ifima. MK W. R.W. 7 Mj.e Tapcon...—la,el.m.N...-q,I. ,Mt,(,,minimum 2.0' I.ea—fm, .1- 0RAMNv X0 ]8'MN(.OVElULL WiD01S.Wh.,M. t)-i Head Exp Ce Im-th,Jivatokc-bluaLAIJAW the..char len th I, ,IMr Ne 5-1OSR1 tl Ibl.M.nbe 0 N MODEL DESIGNATION: Simonton Casement Series 08-09 Vinyl Window �- ii .1.p.._.,.y.9. MAXIMUM OVERALL NOMINAL SIZE., Single up to 36"x 80' MASONRY LINTEL DESIGN 2RESSURE RATING Anchors: Positive 55.0 PSF Negative 55.0 PSF SEE NOTE 6 ,� 1•x 2" <,I �S • i, Windows: Design Pressure Ratings Vary; See FURRING t � Corresponding AAMA Test Report or Dade - NOA or Florida P.E. Evaluation. .�. ,._l;t-. p •� USABLE CONFIGURATIONS• X STUCCO SILICONE FURRING O (T,., V. GENERAL DESCRIPTION: The head and side jambs are extruded PVC CAULK DRYWALL DRYWALL The wall thickness throughr 1"x 6' which the anchor screw penetrates 1/4 SHIM SILICONE CAULK 1"x 6" is a minimum of 0.070". SILICONE CAULK f SASH SEE NOTE 6 HEAD JAMB VERTICAL JAMB of 4 A a �" .: HEAD L . >N Q1 N �1iII" 3'x 3/16"TAPCON N QT SASH TYPE ANCHOR .a• SHIM MAX. O c O.p•� 3'x 3/16'TAPCON 1.25"MIN. EMB.'`.'•;" SHIM E U moo c TYPE ANCHOR, TYP. SILICONE E c c 2 SIDES TO MASONRY SASH CAULK y O 0 a SEE NOTE 6 `AMB MASONRY BLOCK SILICONE SILICONE CAULK STUCCO CAULK • .+?' c INSIDE STOOL fT1,VERTICAL JAMB STUCCO U SHIM MASONRY 1"z 2"FURRING O Z i s SILL DRYWALL w un SILL Y Lu 3 MU 'o SEE NOTE 4 j ¢-J .NOTE; 1. This system has been evaluated far use in locatiane adhering to the Florida Building Code Z On U Z and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings O ' and Other Structures do not exceed the design pressure ratings listed herein. _ �:. U O 2. For installations where the sub-buck is less than 1-1/2"(FBC section 1707.4.4 Anchorage Methods Q and sub-sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchom must be used and the length must be such that o minimum 1-1/4'engagement of the Topcon into the masonry wall is obtained. J. When going to a smaller window size no anchor screw shall be in a mortar joint. If a screw falls io in a mortar joint relacate the screw 2.0'above or below the mortar joint. NNo CONeaLTNtts.re,INC .•,• . 4. When installing a window below 30'in height the center straws am eliminated. When installing o window 30'to 60" 813.659.9197 in height use (1)screw of the frame center line. When installing a window above 60'to 80"In height anchor as shown with (1)screw 3'above and below the frame center line. DATE. 4/12/02 e. 4, 5.All Interior and exterior perimeter surfaces of the window must be caulked. SCALE N.T.S. 6.See Monufactum a Installation Instructions for additional hardwareanchoring K required. DWG.BY: W.LN. CHK.BY: B.W. 7.Adjust Tapcon anchor locations, if necessary, to maintain a minimum 2.0'clearance from mortar joints. DRAWING NO.: 36'MAX. OVERALL WIDTHP P may_. the anchor length to maintain the S-10582 8. When the optional Head Fx andem am used the installer Mus}Adf�d required minimum embedment into the substrate. I C3 monton Casement Series 08-09 Vinyl Window 1gle up ti 36' x 80' MASONRY LINTEL 6 NOTE chars: Positive 55.0 PSF Negative 55.0 Psr SEE :2 .x 2 E U Vary; 4 idows: Design Pressure Ratings va , see FU RRIN, Corresponding HAMA Test Report or Dade EL a Ar NQA or Florida P.E. Evaluation. 71. ... . . . . . STUCCO I' x 2" SILICONE FURRING .1 'A. 9 head and side iambs are extruded PVC CAULK DRYWALL DRYWALL s wall thickness throughI'x 6, ich the anchor screw penetrates 114- MAX. I'x 6" SHIM SILICONE CAULK a minimum of 0.070". SILICONE CAULK SASHSEE NOTE 6 HEAD JAMB rVERTICAL JAMB 4oz .., HEAD JAMB > 3" x 3116"TAPCONCN TYPE ANCHOR SASH -r- E t 1/4- MAX. 00 3'x 3116" TAPGON 1.25' MIN SHIM ED TYPE ANCHOR, Typ. SIDES TO MASONRY SASH SILICONE E SEE NOTE 6 CAULK 65 0 0-OL SILICONE JAMB MASONRY BLOCK STUCCO CA L SILICONE CAULK STUCCO t INSIDE STOOL VERTICAL JAMB SHIM ul Z >- I' x 2" FURRING MASONRY 0 SILL P= DRYWALL V) 13 L9 C) —T-1 SILL 0 Nr LU I SEE NOTE 4 n lLQTE I. This system has been evaluated for use in locations adhering to the Florida Building Code z rn U z and where pressure requirements as determined by ASCE 7 Minimum Design Loads for BuildingsO X and Other Structures do not exceed the design pressure ratings listed herein. L) Of 2. For installations where the sub-buck is less than 1-112" (FBC section 1707.4.4 Anchorage Methods Q L") and sub-sections 7707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-114"engagement of the Topcon into the masonry wall is obtained. 3. When going to a smeller window size no anchor screw shall be in a mortar joint. If a screw falls in a mortar joint relocate the screw 2.0" above or below the mortar joint. CCNSULTANrS, INC 4. When installing a window below 30' in height the center screws are eliminated . When installing a window 30' to 60. 813.859.9197 In height use (1) screw at the frame center fine. When installing a window above 60' to 80' in height anchor as shown with (1) screw 3' above and below the frame center line. 13ATF-- 4/12/02 5. All Interior and exterior perimeter surfaces of the window must be caulked. SCALE: N.T.S. 6. See Manufacture's Installation Instructions for additional hardware anchoring if required. DWG. BY: W.LN. CHK. ElY., R.W. 7. Adjust Topcon anchor locations, if necessary, to maintain c minimum 2.0' clearance from mortar joints. DRAINING NO.: —36' MAX OVERALL WIDTH8. When the optional Head Expanders are used the Installer Must Adfu the anchor length to maintain the S-105112 required minimum embedment into the substrate. SHEEr Or N - O N MODEL DESIGNATION Simonton Mulled Twin Casement Series 08-09 Vinyl Window , 2-112-x 3116-TAPCON MAXIMUM OVERALL NOVINAL SIZE., Twin up to 72"x 74" MASONRY LINTEL ad N W MIN E ANCHOR, SEE NOTE 4 DESIGN PR S R RATING Anchors: Positive 50.0 PSF Negative 50.0 PSF ci 1•x 2' iri li Windows: Design Pressure Ratings Vary: See \ _ FURRING ?.• J1. �'+t�_ r.t Corresponding AAMA Test Report or Dade `r�'?�'.'. •" rj u • -_ .L1c NOA or Florida P.E. Evaluation. E2� �- ,-Ts t" N� USABLE CONFIGURATIONS XX STUCCO SILICONE 1"x 2" M L,". • 't' �' LENERAL DESCRIPTION• The head and side jambs are extruded PVC CAULK DRYWALL FURRING The wall thickness through 1/4_SHIMM 1_x 6_ OmwwALL which the anchor screw penetrates SEE NOTE 7 SILICONE CAULK 1"x tier. is a minimum of 0.070". SAS4"x 3/16"TAPCON SILICONE CAULK H TYPE ANCHOR, SEE NOTE 4 SEE NOTE 7 HEAD JAMB " VER77CAL JAMB 6• HEAD JAMB a 6" BASE PLATE C`r 2.75 FOR ANCHORING > .. 6.� Lc.:. QN tO� MULLKNJS 3'x 3/16"TAPCON N TYPE ANCHOR c 125"MIN. EMB. SASH Q 4"x 3/16"TAPCON ''r SHIM MAX o O-a O ,a 6" TYPE ANCHOR. TYP. U e q 00 SEE NOTE 4 SILICONE275" C)C 2-1/2"x 3/16"TAPCON STUCCO V)O a-IL TYPE ANCHOR, TYP. SEE NOTE 4 SASH 4"x 3/16"TAPCON (j1VER71CAL JAMB TYPE ANCHOR, SEE NOTE 4 �— 3"x 3/16"TAPCON JAMB TYPE ANCHOR, TYP. SEE NOTE 7 SILICONE CAULK %n SILICONE Lr) CAULK } U I� MSSTOOL Z U Z SHIM W L STUCCO SHIM O _ U 1n y MASONRY _ 1"x 2"FURRING Q Sa SILL DRLn YWALL F- O n 4 O Q w Z SEE NOTE 5 •' Y W SEE NOTE 5 - - IY U U U7 m -2.0" 2 1/2"x 3/16"TAPCON U m U} ��S� MIN. TYPE ANCHOR, SEE NOTE 4 Z Z 4"x 3/16"TAPCON 2-1/2"x 3/16"TAPCON �EJEEEJJ 'ry, W O TYPE ANCHOR, TYP. TYPE ANCHOR, TYP. 2 SEE NOTE 4 Z O 4"x 3/16"TAPCON NATE; 1. This system has been evaluated for use in locations adhering to the Florida Building Code Q •�� TYPE ANCHOR,7YP. 'o and where pressure requirements as determined by ASCE 7 Minimum Design Loads for.Buildings SEE NOTE 4 and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub-buck is less than 1-1/2"(FBC section 1707.4.4 Anchorage Methods and sub-sections 1707.4.4.1 and 1707.4.4.2)Top— type concrete anchors must be used and[heeull.owc length must be such that a minimum 1-1/4"engagement of the Topcon into themasonry corlsuu7utrs,INC wall is obtained. 813.LTAN9 9I 275• 6" 3.Adjust Topcon anchor locations,if necessary, to maintain a minimum 2.0"clearance from mortar joints. 2.75 4. The anchors at 2.75"from the mullion center is through the mullion anchoring plate. The DATE: 4/23/02 6 anchor screw catw6'from the mullion center is through the window frame. 6" 6" 9 SCALE: N.T.S. 5.When installing a window below 30"in height the center screws are eliminated. When installing a window 30'to 60-in height use 1 screw at the frame center line. When installing o window above 60•to 74"in 5- DWG.BY: 7JH 72"MAX.OVERALL WIDTH 9 () g height anchor as shown with (1)screw 3"above and below the frame center line. CHK.BY: R.W. 6.All interior and exterior perimeter surfaces of the window must be caulked. DRAWING NO.: 5-t 10R2 7. See Manufacture's Installation Instructions for additional hardware anchoring if required. 9RFr 1 tK i MoDEL DESIGNATION S'mvnton MUged Twm Cosnment ernes 08-09 Vinyl Window MASONRY L TELa ANCH@ IN. E OR SEE NOTE 4 Mt � IM OVERAi NOMINA74"L Twin up fo 72'x \ , nFSf2H PRESS RF RATING' Anchors: POatve 300 PSF Ne9vt ve 50.0 PSF 1'x 2' W ndvws Oemgn Pressure Rat'ngs Vory'Sec NRR NC (�� { .t Corrnp-dinq AAMA Test Report NOA ar Flondo P E E-01-Uvn STUCCO F cry BI F NnG�AiIQN5. %% AUIX OFHWLL (( `'. GENEM DESCRIPTION: The head and ade jambs are extruded PVC +/1 D waRIA9ALL��\mOt n The ll thickness through SSIHIIkM SILICONE GULN + +Q' \ C which the anchor screw penetrates SEE NOTE> Ia a minim0m at D.OTO'. 4'_]/I6'TAPCON SMCONE fiWlN SASH TYPE ANCHOP,SEC NOTE 4 T SEE NOTE> HEAD JAMB _ VFRlIGJ.MM6 HEM JAMB BASE PGG 2.75' FOR ANCw 6HORIN L <N O 6' iAPCON i TWE ANCHOR .N 1.25 E B. SHa'MA%. SISH 3 u O[] 4 6 4-+IIS-TMCONSILI •. IM cJ ,a SEE NOTE-R• m MASONRY BLOCN��'•'JT CONE m= G K E SNLLO 2-1/2'x J/+Q'TAPCON V R L JAMB TYPE ANCHOR,1YP. 4'+3/Ifi'TAPCDN 5.NOTE 4 SASH TWE ANCHOR,SEE NOTE a +]/ib"TAPCON JAMB TYPE MICNOP TIP SEE NOTE)� 511JCONE GULR 51 GDLHZ INSIDE S(ODL O Z �� SIUCLO SHIM U O W MASONRY 1'x z'NRRING V1 3 p SILL DFY1yALt UI O Z OO S n —� 2 SEE NOtE 5 (�j U W 3 SEE NO E 5 z+/z"_.T/,6•—.N SILL „ MIN. TYPE MICHOR.SEE NOTE a Z 2 VJVLJJ 1-1/2'+]/IQ'iAPCON _ 4"+ 3/16'TAPLON SEE TWE ANCHOR,TW, O O TYPE ANCHOR,TW, N01E+ Z I.Ihla ayefem Ave Oaen ervlupM1d ler use in IxvNens a0enn9 la foe Elvritiv Builtling Lode Q x J/Ifi iAPCON 1� ani w en prae n�uinmenla ae determNed by ASCE)lnnimum Ouigv Leads far BUHdi�Ign TWE ANCHOR,T'/P. d rvher Sfrucfune nvf mml Ihs dniyn proaeun nlin9a haled Mere;. a offHc SEE NOTE a 2.For inel0lbtipne rhea the—,- ..d ub ld Is Nee man 1-1/2'(EBL eec0vn+)0).4.4 Anchorage Metlwda q// an eecirone I)0)a4 d 1)0).1.12)Tvpcvn bps crate a a moat be uaed and m VV e length marl be ucn toot a p mum f 1/4'en9a9emen!of the Tapcan n v tM maeanry 6 oHfametl.a Q+]659.919) 6 J.A jry Topton ancMr Iocal'v/e,t/nrceeaary,tv my ntv'n v m'n mum 1n0'clevrance Imm meAar)elms 2.75' a.Te v cnor rcrew at 2.75'ram he mullbn<enl<r m through Ne mu.on—hann9 pbfe.ine GATE. a/1 M 1.)S• n al 6'Inm the mullion center b Nrvugh the window Immo. SVLE: HTS. Whenvbsba.9 a rb eel ]0' nei9ht Ine ce con an eliminated.When ebfpw 60 I tl 4 >]'MAY.OVERALL WIDTH JO'Iv 60'In hrpnl ore(1) vt Ma Inm eregea.rWTe:InerrvlWr lein9 a winder wv>a' nN9ht pnehor ee (I)ra w]'a6ew a a F center line 6.N nfeAvr v eelen'vr p meMr rvrlacee v m'ndo•must be..... DRAMHO N0 2 >.Sn'Yanulecluni melpllOt an Inalrucfmne/vrl addilivnvl nvrdwvre vnchenn9 it ng MODEL DESIGNATION: Simonton Awning Series 08-D9 Vinyl Window • tib• MAXIMUM OVERALL NOMINAL SIZE: Single up to 60" x 36" 1r, vl DESIGN PRESSURE RATING, Anchors: Positive 55.0 PSF Negative 55.0 PSF C6 ..� - 4,tt4Z n}' 2" V m w Windows: Design Pressure Ratings Vary, See i 3/16" TAPCON FURRING '0 o -T'- MASONRY LINTEL 2.0" 3"z Corresponding AAMA Test Report or Dade MIN. TYPE ANCHOR DRYWALL ,\ NOA or Florida P.E. Evaluation, n " USABLE CONFIGURATIONS: X FURRING I"x 6" , SILICONE CAULK GENERAL DESCRIPTION: The head and side jambs are extruded PVC. _ ir. SEE NOTE 4 The wall thickness through which the anchor screw penetrates is a minimum of 0.070". - N _ VERTICAL JAMB u) SILICONE CAULK DRYWALL I m STUCCO 1/4.MAX 1"x 6" SHIM SILICONE CAULKcl w N cl q N C a o SEE NOTE 404 G SASH 3"x 3/16" TAPCON 1/4' MAX. SASH 3 t O sF c _ TYPE ANCHOR SHIM c p O O � 6 •' SILICONE �U (n co HEAD JAMB 1.25"MIN. EMB. .' CAULK p a STUCCO (p O a d ' z HEAD JAMB Q MASONRY BLOCK VERTICAL JAMB Vb 3/16"TAPCON TYPE ANCHOR, NP. Z HEAD & SIDES O Z o U 2" 3116*T2"x 3/16" TAPCON TYPE ANCHOR�CON 3 TYPE ANCHOR, TYP. SASH " SILL 70 MASONRY 1 (SEE NOTE A) O U n A' (SEE NOTE A) a JAMB O F- Z Z_ SILICONE SEE NOTE 4 Y Z U U CAULK SILICONE CAULK O CO Q ' + INSIDE STOOL Z m Z 4 STUCCO SHIM O 2 MASONRY _ 1"x 2"FURRING U O 60"MAX.•OVERALL WIDTH SILL X. DRYWALL Q NOTE. 1. This system has been evaluated for use in locations adhering to the Flondo Building Code ' and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings �BViLDiNG and Other Structures do not exceed the design pressure ratings listed herein. 2.0" CONSULTANTS,INC 2. For installations where the sub-buck is less than 1-1/2"(FBC section 1707.4.4 Anchorage Methods Z MIN. 817.659.9197 and sub-sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the m length must be such that a minimum 1-1/4"engagement of the Topcon into the masonry wolf is obtained. 1_�, SILL ;n W DATE: 4/12/02 3. All interior and exterior perimeter surfaces of the window must be caulked. KZT '' SCALE: N.T.S. NOTE A: 4. See Manufacture's Installation Instructions for additional hardware anchoring if required. REQUIRES TWO ANCHORS THROUGH !__�-S-- G. BY: w.L.N. 5. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0"clearance from mortar joints. LOCK BAR HOUSING. : R.W.6. When the optional Head Expanders ore used the Installer Must Adiust the anchor length to maintain the 3R3required minimum embedment into the substrate. Er 'q or 1 w P.—ON O,IMYtl0 —P.-3 I.-M AB'DMO Wowl SaOHONY OM1 53mnu p—b., 1'N 31Y 5 4 310, P.W q�I .)w p agnva U-01 w to 6".. mz -P- Q;..' ..,(z � 0, 4 P.yg LOZ) gj..083).Z/t=, _q,', 4.., ! __. 04,__z1-11+aj z M.1.6u1.un sutl A— q) -P P. p- --I'M L 3,15Y Aq-I-P pv.w a4l al b_,Po P.,.,-. T m�Idc INS ICA 11' w NYW.09 Md. e 'O'nls s:3015N 3N xlnYJ 310N 335 sw 310N 335) (Y ll�33 �.1 w�Os_04 vs .0 H�3aU NoO l.91/c z SJOIS v M� www 3— NoD l.9,/r V arwr 7v3u.n M�ls,ulWs_ ,-.00 o '6.3 NIN.SE'1 s- 311=11S Ms WHOW 3dA1 M HM wa.,l Wc .1 . ,. - r f 31ON 335 O 03.1rus da 3Y7)t63n A.—m. 46-41—.4.143 U_-W I 310N 335 'Old .pnj;x*ajo sqwcuf apls p,o p,04 a41 XIOYJ 3.0all" OPPOU JO VON apoCl o jjodo�j pol V"6upuods1 Ira Al, TW#AW D"dvl.94/c I j IIIN(I�NOSM --S:/J-A --PQM jsd 0,59�f;060N Jsd O,gg�wsad :-q-v .9C. C)q.;do.16U.S jZg xi ..P.w fA.A 60-60..!,.s 6.y.v c w imm 3 03L P—H c X c — _ — CITY OF ATLANTIC BEACH — DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tei: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT _ _ PERMIT INFORMATION _ __ LOCATION INFORMATION Permit Number: 22932 Address: 1820 OCEAN GROVE DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: OCEAN GROVE Est. Value: Parcel Number: _ Improv. Cost: OWNER INFORMATION Date Issued: 10/26/2001 Name: RICHARD GRADY Total Fees: 25.00 Address: 1820 OCEAN GROVE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/26/2001 ��, P ne: 9043;3585 j Work Desc: ESS200AMP1 PH3W2la' L_S R13 R�itJTAP SERVICE DRO PIRESEAL METI __ CONTRAC.TOR S r LIGATION FEES BILL THOMPSON ELECTRIC C NO --- ITS 25.00 ON 75r 61 V .� it.k"��y=fur kgy+35s x FINAL ELECTRO s � s s:. 66 .T e * ,fit. -fir X - 1 Y ➢+ Y iv 4F5 NOTICE - IN * I, UETEpgTeti,7 2} M3IRri� IpR 7'OVSPECTION BUILDING MATERIAL i86ISH ANi EBRIS FROM THIS WORK MUST NOT ACID 1f UBLIC SPACE,AND MUST BE CLEARED UP Ifl HAU:I.ED RY¢Y ErrH't�CONXRACTOR OP, "FAILURE TO COMPLYN T� `Y' ICrT1�. 11U' RflLT IN THE PROPERTY OWNER PAYI WICE�OD.IN I p ISSUED ACCORDING TO APPROVED PLS 401HRMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS .r. I 2001 ATLANTIC BEA H BUILDING DEPT. Date: 18/ /®1 Rc x.08 1 0(#- e�(�723 CHECKS UllO 3221UR - — i CITY OF ATLANTIC BEACH, FLORIDAo Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE- 147G(n ) 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 ATLANTIC BEACH ORDINANCES. BILL THOM PSONITECTR IC CU., NU, ' P. 0. BOX 330150 9/ 11 E_Z69ATLANTIC BEACH, FL 32233.0150 �P ELECTRICAL FIRM: MASTER ELECT ICIA i N E JOURNEYMAN NAME Q ADDRESS: 11ZQ COU RFD BOX BLDG.SIZE BETWEEN: RES -1_. APT. l ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( I REW. ( ) ADDITION ( ) TRAILER ( ) TEMP, ( 1 SIGNS ( 1 S0. FT. SERVICE: NEW( ) INCREASE ( FEE CONDUCTOR SIZE AMPS COPPER ALUM. ITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE 7PO AMPS PH W Z4V4OLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA N0. 1KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED J r �d//� TOTAL FEES a CITY OF �t�ttic �eacC - '��vuda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904)247-5805 i• SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 9 3 Z / 8 I� c Llccal�Quu"� 'Alle- Please call me at 904-247-5826 if you have any questions. Sincerely ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA Aon•o»e by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHI ARE A PART HEREOF.AND IN CORDAN E WITH THE E TRICAL REGULATIONS, CODES AND CITY US. fC BEACH ORDINANCES. ` 7a-PIC A L FIRM: M LE 1 I NAME—�� — C.(/UI-C AD REBS: �iFD-!�-280x- BLDG. SIZE BETWEEN:_,,,, RE& APT, I I COMM.( I PUBLIC l ! INDUS.( } NEW( } OLD"EW.( } ADDITION( } TRAILER 1 ) TEMP.1 } SIGNS f I SG.FT. SERVICE: NEW I } INCREASE ( } REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER f ALUM. TCH OR BREAKEfl AMPS PH wl VOLT _ .SERV.SIZE AMPS I PH W VOLT /T RACEWAY FEEDERS NO. SIZE I NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-so AMM, I•I00 ANpi. swrrcmro INCANDESCENT FLUORESCENT&M.V. irtXED 0.100 AMPt. IOvtw ArPUANcas I I BELL TRANSF. AIR H.P.RATING H.P.RATING t CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. N0. KVA lil NO. KV♦ NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN -T FORWARDED $ TOTAL FEES __.. r PSR-34 44 8 I{ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH :K PERMIT INFORMATION LOCATION I I*IFORI4AT I Oft P4,rmit Number: 15275 Addresst 1820 OCEAN GROVE DRIVE ,,Permit T� pe: EMODELINC ATLANTIC BEACH . 'FLORIDA 32:33 ' Cease of 'Ncrk:ALTERATION --------- LEGAL ,DESCRIPTION ------ 'rns t . Type»WOOD FRAME Block- Lot : Twp, 0 P caPc f Use: 0 0 Subd: Rnq*. Dwellings: I Subdivision-OCEAN GnvV Est . Value: 0040 Improv. Cc3t : 4,084 -00 Total F 25.00 Angio t 215 .00 Wl s work b V " f TION � � � �. � APPLICATION FEES __ N*ze,r � y,,' „ � P I T 25 .00 Ac re 1 wQftOVE DRIVE , s BFLORIDA Nai w,?.. .. ',... .. ,......... .. .. A4d ° 54 5 ,OLS ��`NOS BROAD J"ACKSHONVV �E . FLORIDA Lic ,CB D C15$ Exp: f 1 TT ............ t[ yrLbl,, i' 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 CLEARED UP 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." IS6UED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATI N FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. . , Vii! I �sA h . ..n:73 ATLANT1q,4kEACH BUILDING QEPARTMENT B • CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS ,,, DEMOLITIONS Owners) : AM 0,a Address :/,i�D �^� ' /`�✓� 0��+ Phone: Lot # Block or Unit # Subdivision: Contractor: State License Address : �� bt'c��tNS Vim" Phone No : Describe work to be done: ee� � Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? 44 If yes , what are the dimensions of the added space: 6 ft . X ft . Will the added are ja be heated and cooled?. New electrical (or increase)? New plumbing fixtures? New fireplace? �(-New Heat/AC? yl SUBMIT MVQZ COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT; AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:_ Date: at Signature CONTRACTOR: Date: 7 License Supplied: Liability Insurance: Worker' s Compensation Insurance: Permit # Tax Folio # NOTICE OF COMMENCEMENT ttit i n>�G TJ — N 74G Booty 8720 Pr�g. 1395 State of County of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of commencement. Description of property: rv< t L ii '`=`'� "f-''y" 2 General description of improvement:-# AM + 3. Owner information: a. Name &Address: \l►1� �.:r� lr `.:1� " _� �� L rt' s lcr�''.'t. l b. Interest In Property:!� � C. Name &Address of fee simple titleholder(other than owner): 4 Contractor's.Name &Address: ir� �"` i �' �.�4f�� L'lc '"' ;- -� a. Phone number: �`� > t c' ` --- b. Fax number: 5. Surety Information: a. Name&Address: b. Phone number: c. Fax number: d. Amount of Bond: $ 6. Lender's Name &Address: a. Phone number: b. Fax number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a),7 Florida Statues: Name&Address: a. Phone number: b. Fax number: 8. In addition to himself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (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) �-- SwomA and subscri bef re me this ay of , 19 8720 August 12,2000 Pg N IL 3951 1 erARR3".15Wffiu, Doc# 97243339 Filed & Recorded 09/11/97 My commission expires: 09:2200 fa.M. HENRY W. COOK CLERK CIRCUIT COURT DUVO[.. COUNTY, Ft. REC. $ 6.00 •�1y".�1�,�f1F3, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � 1 f �`' INSPECTION EMAIL REQUEST: Buildinsz-dt&coab.us Application Number . . . . . 07-00001735 Date 12/28/07 Property Address . . . . . . 1820 OCEAN GROVE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----- ---- --------- --- -- ---- -- - - ----------------- --- ------- ---- - -- - - - ---- ---- Application desc SEWER CONNECTION ----- -------- --- - -- - ---- --- --------------------- - -- ---- -- - - - --- -- -- ---- ----- Owner Contractor --------- --- -- --- ------- ---- --- -- - ---- ----- - -- -- GRADY, AMBER/RICHARD J & L SERVICES OF NORTHEAST FL 1820 OCEAN GROVE DR. 12301 FORT CAROLINE RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 642-6695 --------- ----- -- - ---- --- - -- ------------- -- - - ---- ------ --- - - --------- -- ------ Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/25/08 ------------------- ------------------------------- ------ ---------- ---------- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 --------- ----------- ------------------------------- ----- - --- ---------------- Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1250 . 00 1250 . 00 . 00 . 00 Grand Total 1292 . 00 1292 . 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, FLORIDA UTILITY PAYMENT PLAN AGREEMENT PROPERTY DESCRIPTION: OWNER: Amber L. Grady 1820 Ocean Grove Drive Atlantic Beach, Florida 32233 PROPERTY ADDRESS: 1820 Ocean Grove Drive RE#: 169622 0000 LEGAL DESCRIPTION: 20-020 09-2S-29E Ocean Grove Unit No 2 Lot 28— Richard O/R Bk 7193-1659 TOTAL AMOUNT OF AGREEMENT: $5,753.36 This document shall serve as an extended payment agreement between you and the City of Atlantic Beach,Florida for the above listed total amount and for which said amount will be filed as a lien with the Court of the Circuit Court for Duval County, Florida until the entire balance is paid. CHARGES: Sewer Impact Fees $1,250.00 Contractor Amount 3,450.00 Filing Fees 35.50 TOTAL CHARGES: $4,735.50 TOTAL AMOUNT FINANCED $4,735.50 TOTAL AMOUNT OF LIEN $5,753.36 TERMS: Number of Monthly Payments 120 Due Date Due monthly with your utility bill Billing Included on utility bill Late Charges 10% Failure to pay all charges will result in the water services being cut-off. Payment Amount $47.94 per month Total Interest over term of loan $1,017.86 Interest Rate 4.00% LIEN: A lien in the amount of the TOTAL AGREEMENT above shall be executed and recorded against the above referenced properties. The owner hereby agrees to pay all recording fees and costs involved with the execution of the lien. Upon payment being made in full,the lien shall be released of record. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 y INSPECTION EMAIL REQUEST: J•�J1iS�� Buildina-deitacoab.us Application Number . . . 07-00001735 Date 12/28/07 Property Address . . . . . . 1820 OCEAN GROVE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------ Application desc SEWER CONNECTION -------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- GRADY, AMBER/RICHARD J & L SERVICES OF NORTHEAST FL 1820 OCEAN GROVE DR. 12301 FORT CAROLINE RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 642-6695 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/25/08 ---------------------------------------------------------------------------- Fee summary Charged Paid, Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 .00 42 . 00 .00 . 00 PERMIT-IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 7_800 CITY OF ATLANTIC BEACH 07- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 si OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THI&A SUB'.PERMIT: 3.DATE: ❑NO Atlantic Beach FL 32233 ❑YES PERMIT#: PROPERTY OWNER. 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: PLUMBING CONTRACTOR: � (` B.ADDRESS.: n 7.N'AN OF COMPANY: . � R.. 1V- �C. A.+�J '13 1 1 CA WL o f 9.ST TE O FLORID1IC NfiE N0: 10.SE L PHt Ei �� 11.FAX NO.: al 12.EMAIL ADDRESS: 1' $ 13.GQ(YFFIC PH +J� 14• 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 s' months at any time after work is commenced. CONTRACTORS SIGNATURE:4L 15.NATURE OF WORK: 16. 18.CUR CODE: ❑ NEW 0'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER: 19.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 TOTAL FIXTURES: x $7.00 (PER FIXTURE) +.$35.00 = COAB FORM BLDG03:REVISED:12/12/2007 _T PSR- DEPARTMENT OF BUILDING; CITY OF ATLANTIC BEACH PeRMiT INFORMATION - LOCATIC}N INFORMATION ° termit Number: r: l Address.: 1820 1820 OCEAN GROVE DRIVE�� f Fermi Type. WELL ATLANTIC BEACH, FLORIDA 3223 F0 ass as Wo rk: NEW � �� LEGAL DES RIPTION ` onstr . Type.- WoOI) FRAMELc Block , section: moos d Use : UTILITY Township. RNO< 0 elfin s ; I Code: C Su1ldlwisiar OCEAN GROVE ' �timal ted Value:Improv . Cost ! S .`t 00 Tectal Fees - Amp ees :Ami I . Da , 11/27/95 W'.rkD LL POR IRRIGATION PURPOSES . 'TION - _- APPLICATION FEES TTOF -PERM IT A� t 1�I GROVE DRIVEWAT R IMPACT FEE CHI PLORI E C PEE _f1 P A AIr RADON GAS-sH.R.S. S .O TFoRkA -- RADON CAS So . ori Name � L FiS CAPITAL IMPROVE. $0 .00 A` 'mss � ATL BEACH CR s''S CONNECTION $0 , 00 Lice Type: 7 SEC B IMPACT FEE a � iST�SURCHARGE t? .� � S NOTES: F� NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE CIF ISSUE LC1BUI DING MATERIAL,'RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE , RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO C©MPLY WITH THE MECHANIC'S LIEN LAIN CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR THE SUILDING IMPROVEMENUf f ISS ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VI04ATION OR APPLICABLE PROVISIONS OF LAW. #tr , AT TIG BEACH BUILDING DEPARTMENT 8y. FrE b10.no APPLICATION FOR VOL PERMIT CITY OF ATLANTIC BEACH PROPERTY OWER Mme: � . �l 1 Day Phonie -8 63 3 Address c �� APPLICANT. IF OTHER THAN MIER Nam: Day Phone Address: 4-d; 4 jpe� v7�t� JOB Address or Location: Legal Description: Is well to be used for drinking purposes? Any person, individual, con,oration or other entity receiving a peradt as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, gust first obtain a bacteriological test report fimm.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to carmly with regulations stated herein: ie Mte 7966 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH r-- PE INFORMATION LOC:AT I ON< I NFORM,AT I ON P i mi;t Number: 7966, Address: 1820 ,OCEAN GROVE DRIVE �ernni,t ,Type *- PLUMBING ATLANTIC BEACH, FLORIDA 32233 C1 . of Work: NEW, ---------- LEGAL bESCRIPTION _o.._ _ C ntr. Type: WOOD FRAMELot : Block: Section: P opo Use: SINGLE FAMILY 'c►�rnshiP: RNO: q , bra 11 ngs : Code 0 Subdivision: OCEAN (;ROVE Es imated Value: $0 .00 { ITaprov. Cost : 0,00 Total ' ,els $25.00 ftduntmg ' I3ae f k. 0 FLOW, PREVENTEf ; � � t ATIOW :APPLICATION FEES ?MIT , $25 .0,0 ddr+e s. GROVE DRIVE WAT IMPACT FEE g� $0 .00 I M, FLOR I Dl , 4 k FESS *v RADON GAS-H.R.S. x$0 .00 .. ,,,,..,.r.. PO'�TION .y,..�.....-- RAIION.' CAB 5% � {»+ ,Q.0 �. 14 ► ► M Nc � .�_ .. CAPITA , IMi?R!VE.. sa �00.E : A�r . �.. �7 LE � " . .SWER,rv.�' AI' { ,00 JACKS LLE: FL '32224 HYDRAULIC SHARE SO.C)tl 2 Typel 0 CROSS CONNECTION A } 04 SEC.H IMPACT FEE $0 . A 00�Y NOES. NOTICE=ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING 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 CI»EARED.UP AND;HAULED-AWAY BY EITHER CONTRACTOR OR OWNER �. 11 AIL.URE. TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN > RC3PtTY C)WNR PAYING TWICE FOR BUIL�tN IMPROVEMENTS." r IS U€I .ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIlG�LATION OF APPLICABLE PROVISIQNS OF LAW. = 1 00 J. lWYYIWYR�' 000000000 TY.W 14 AtI ANTiC.BEACH BUILDING DEPARTMENT Datev 3/04OI Rcpt: 7�5 Byt: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 124o Or-6" F k'o✓F RoA.0 OWNER OF PROPERTY: RrcgAeo GeAn:� BUILDING CONTRACTOR: PLUMBING CONTRACTOR 8a-6 PLv/h(3w6 comPA4,j�/ AND ADDRESS: TELEPHONE NUMBER: Z23 '35g5 STATE LICENSE NO: circ o2I593 r TYPE OF BUILDING: Su.►6�E t=q�,��/ TYPE OF WORK: �rVS?13CCr,�G GKr'Ccc.1 Ae/'c 'c-'j' HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3. 50 + $15.00 = $ ✓T / ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION �OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 7 .' DEPARTMENT OFBUILOING ' CITY OF ATLANTIC BEACH - - L?ERM I T I blrol aI ON LOCATION l NFOl MATI ON ,- vdt .Number,. 789 Address: 8201 OCEAN ORO- VE DRZUL 4 ihLif T"yp 4,: UTILITIR ATLA14 IC BEACH,, FLORIDA, 3223a p, W NEW tIML, DESCRIPTION sa; or C a d,r " " T'ypOO: WOOD FRAN Leat Bt* " : Section.: �aPa"ied use; SINGLE O'Axlty, Tc�wrishiP RNC: 4 13 i Code: 0 Subd;ivisiQn>. OCEAN GROVE i ed V" ue* :I"cv. C at .* $fl Imp .C}i Trt cstiT S50.00 x OXT TV CONN a �1�^.�ry�} �r� � �+ �y �* �Y 1 ' i i;r5�'i� «...+ + +- .. � F�,`�'#..«.«... P `#i �»r �'l� �iir " �. tt2 h1 S 1 TI~i PEAHI'T fl:00 , ROVE ORE `' APlO BE Jn .U PLOR WAR 19ET` RAPa0 :3t3 RAMJR. 4A ,R $0 ,00, NY11N• . : itEP CAR 'TAI.:"IMPROVE. ?+00; W �.�w. _. � : s: SEWER AP $0 .00 , � RX`ORAULI C SRA RE -,00" j 71 Typo. 0 CROSS COOKECTI"ON °$U, svau �ry. m Q;y �p y�� q. CONS 1 . �.Ai.CRC�[2413'�Ot CIO i 4t AF 4, NOT10E;-=ALL CON+CARTE FORMS'AND FOOTINGS MUST 81*INSPECTED REFOIIE DOUR"jNG PERMIT VOID,SIX MONTHS AFTER DATE QF ISSUE SOILDING MATeRIALf.RUBBISH AND DEBRIS FROM THIS WORK MUST NOT,BE PLACED IN PUBLIC SPACE,AND MUST BE GEARED UPANb HAULED AWAY BY EITHER CONTRACTOR OR OWNER AZURE;T0 C00, PLY WITH THE MECHANICS' LIEN-11,W CAWRESULT IN "�17771- tt?PSRTY OWNER SAYING TWICE FOR BUII 11�IC 111AI�Rt3V�MEMTS'." I t*D ACCORQlN0 TO"APPROVED #CLANS WHICH ARE PART OF THIS'PERMTT AMD SUEI,lECT TO REVOCATION.FOR LATiON EBF APPLICAEILE PROVISIONS OF LAW. A`fk 1N IC.BE CH BUILDING DEP TMEN'T 00000m NOOK" $50. HAND, DREW, SHOWALTER, MERCIER, KELLY & MCCAULIE PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW 200 WEST FORSYTH STREET, SUITE 1020 JACKSONVILLE, FLORIDA 32202 TELEPHONE (904)356-1533• FAX (904) 634-1267 HORACE R. DREW, JR. JACK G. HAND, JR. 1 7 TIMOTHY P. KELLY W. IE F. ME LEE F. MERCIERCIER 1,11V/_'JI.L`�7�/IV■l \1�// AILISH O'CONNOR RUSSELL H. SHOWALTE R,JR. 91994 Building and Zoning Iko a 2,3 3 �2E : (f3a - 3 Z 606a Meati- �• �'�-�-�( 41 74 ( , e 2 pel 4,ev- a- r 'a .3 eo 5-0 0, m� G /off- ,,.... 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 TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2— BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 WATER CLOSET C WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) / FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) 1 LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 2� DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) J BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) ttri LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) J SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) V URINAL STALL, WASHOUT (4) i TOTAL FIXTURE UNITS' @ $20.00 EACH $ JOB INFORMATION / C1 A0 614-- r CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sewer main $ Water Tap - Labor and Materials to tap into water main $ Water Meter - Cost of Meter Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ Sewer Impact Fees - Funds future expansion of the sewer plant $ Water Impact Fee - Funds future expansion of the water ' plant $ Captial Improvement - Funds for improvements , expansion or replacement to water system S TOTAL COSTS $ O If you have any questoins concerning these charges please call the building department at 247-5826. Sincerely, 00 " C Don C. Ford Building Official DCF/pah r bpi r� f DEPARTMENT OF BUILDINO: �. CITY OF ATLANTIC BEACH OERMIT' INPORNAT"IG?I LOCATION N IN]FQ' �unit I`lu l r Aid : �, 2 'CCEAN CP p evait Ty , a tJTlLlTlZS ATLANTIC EEA J3 " °: c :N NEW w LIwOAI� I E CI+€ �- 1 i s w T WOOD P AI+I.E ISS E 1os InH P ? INCDE F'AMI L fila .{ ? .,, g. subdivi igc"''E,AN Cgpo* ru lmirov�t -cps . ot845w L 'Ain, $8 in8: , D . Det ?20, /93, ` ;.. De ATEEE � » ATTON : 1IP1LCATION FLEE K�y tS�y�y ��My AAtt �yq .C ''Efi.'� -;�i.�7.'L : S'+ ,i'L 'd g DRIVE NATES .1 'AT EEE 4 D� e�0 J' N , , P, C TEE T � ? am : L O DEPART NT wAPITALIMPROVE. 725 DD HYD AULIC, SHARE., —,$0 CR r(7 . AC" .FES,. ' �r 4 NOTICE 4-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECT#D BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE $kIII IV a MATERIAL,RUBBISH AND DEBRIS FROM THIS WQRK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE GL ARE DUP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNtR A► ,LURE TO CO MPIY WITH THE MECHANICS' LIJEN LAW CAN RESULT IN E`PROPERTY OWNER PAYING TWICE FDR 1, Lt) NG 1MPRt3VEMENTS " 4401 I td A' CCt7R0INd'TO APPROVED PLANS WHICH ARE PART OF 'THiS REKNIT AN SUBJI*CT TO REVOCATION FOR tY VI ATIf N OF APkJCABLE PROVISIONS OF LAW. "ATL NTIC BEACH BUILDING D �� 141- �attl�^. CRYSTAL �: 00181%I3 '� aY�' Tc�tai pa +t k: 9�: � . � ` ' y 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 TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM ROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) `l t BLOWOUT (2) LAVATORY, BARBER/BEAUTY Q ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) (� v TOTAL FIXTURE UNITS 2 V @ $20.00 EACH $ �C!o JOB INFORMATION , CC-42 C.i- E --- 3'- ':NCL-v-OEC /13 CAI' !KO 3Sr.�� r�f��eCF�ok1 �( a{ -L G 00 Co �pacc`r. CITY OF • 1 Office of Building Official �1 I REQUEST FOR INSPECTIO Date Q `� Permit No. Time M. Received P.M. h Job ddress > Y 6 f rLocality Owne s Name onactor `• BUILDING CON TE ELE:CWt CAL PLUMBING M HANICAL Framing ❑ Footi ❑ iring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. �, Thurs. Friday M. r. ` �k A.M. Inspection Made ; . spector Final lnspectio Cer i Ipaticy ❑ Date I D tIf IO CITY OF 41 41 iq� 40t& B10444 .� Office of Building icial REQUEST FOR INS CTI N Date �� it No. Time A.M. Received PM. �0 Job Address cality Owner's Name Contractor BUILDING CONCRET RIGAL MBING 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 NSPECTION Mon. Tues. Wed. Thurs. A. Inspection Made �J Inspector Final Inspection Certificate o Occupancy❑ Date LAN FtI RLOP OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ; g047e_0 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday.