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HomeMy WebLinkAbout10-11170 CITY OF ZEPHYRHILLS 5335 - 8Th STREET (813)780 -0020 11170 BUILDING PERMIT Permit Number: 11170 Address: 3811 LACOSTE ST LT 143 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1210 Improv. Cost: 2,475.00 Date Issued: 11/22/2010 Name: NHC FL 115 LLC Total Fees: 75.00 Address: 6991 E. CAMELBACK RD STE B -310 Amount Paid: 75.00 SCOTTSDALE AZ 85251 Date Paid: 11/22/2010 Phone: (813)713 -6735 Work Desc: CARPORT ON EXISTING CONCRETE 12 X 26 : . - •1 -1 •1 • , -7 :I . 1 Ai r� / / /2 /0 FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 1 lir ,, l , CONTRACTOR SIGNATURE PERMIT OFFI ilk PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I ' City of.Zephyrliills BUILDING PLANREVIEW COMMENTS Contractor/Homeowner: b 6 iT e u ekb)-1 Date Received: /(-- r ! 2 - Site: ( (( /Or &7 S 4 S' , Permit Type: / 2 X Z r dr� 01 &,,I j � � (Ma 1 Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ si Aa2 'This comment sheet shall be kept with the permit and/or plans. !'1jilai NOV 1 8 2010 Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) I 1 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department Date Received GG a - /DZ.' i:' 1 1/ 7 o Phone Contact for Permittin. OL� / V �I Owner's Name N?t - fj. Its L '- Owner Phone Number Owner's Address Wig E. CA111 CikCta -t l). Sift a' 3 ID Owner Phone Number Stobt'sdate„ I AT. - 65aS! I Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3811 Lo-cost , 51. t- Tei „ \ k f ( LOT # ( 1 t1,3 SUBDIVISION 111 % , r4'L, b A.K5 PARCEL ID #lay' ?1 a7 -OQ3o -00000- /310 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED u NEW CONSTR ADD /ALT I — I SIGN O DEMOLISH H INSTALL _ REPAIR PROPOSED USE n SFR 0 COMM t l OTHER I I TYPE OF CONSTRUCTION n / BLOCK Q FRAME r I STEEL r i DESCRIPTION OF WORK I Nap Orr OA/ r14 ' CWI Ow rt t.. BUILDING SIZE /aI a4 SO FOOTAGE 1 /a HEIGHT I I UtLDING I $ai0s aD VALUATION OF TOTAL CONSTRUCTION riELECTRICAL I$ ! AMP SERVICE n PROGRESS ENERGY Q W.R.E.C. niPLUMBING I$ r—IMECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION f I IGAS n ROOFING Q SPECIALTY I OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA r NO BUILDER , ��^- � � - / . SIGNATURE ■ l COMPANY I41(7 gQNS;b/� REGISTERED Y/ N I FEE CURREN S I Y/ N Address l> I a1 d r 5 1 ' License # t„� Z O ELECTRICIAN COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURREN 1 Y/ N I Address I 1 License # I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address 1 License # I MECHANICAL COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N l Address I I License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y 1 N I Address I I License # I 1111I111111I11111111 1111111111I111111111 111111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: • • • • 1 { Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) ” Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways.. needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone °A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, 1 certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGEN1ata•C 15 CONTRACTOR a ° z ` �i.LL..t Sub crib d and sworn to (oc.alffirmed) before me this Subscribed and swore to �or affirmed) before me this /1 -/ ) by LarC )? eb°l— / )!/• by Lk rjmc Who is /are personally kifoWn to me or has/have produced Who is/are personally knddn to me or has/have produced C6a as iidennttifil cc ation. / /{/��ass' ident fication. - / , vi t ti Notary Public (,- / r ' (6 0 Notary Public Commissi • • No. Comm' ion No. Lv � ' N.i•- • -•t =� • -d •' t-• • s.= •ed Name f Notary [In 43 Nre, Notary Public State of Florida :7 � No Pudic State o r Florida Bruce A Asbel . B ruce A Asibe �0 My Commission D0989010, ` M Commiss DD989010 sc.. o,, d" Expires 06/22/2014 or ne Expires 06/22/2014 Plan Review Modular Home Set -ups and Aluminum Packages 1) All property markers shall be exposed and clearly marked at time of first inspection. 2) All set -backs shall be met. 3) All garages shall comply with section 309.2 ( Fire separation ). 4) Access shall be made available at time of inspection. 5)Manufacture specification manual, approved plans and permit shall be available at time of inspection. 6)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 7)R.O.W. Use permit required for driveways on public streets. 8) At least 10' separation between other units. 9) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. R.O.W. - Right Of Way F.B.C. - Florida Building Code N.E.C. - National Electric Code 4025 Morris Bridge Road • Zephyrhills, FL 33543 CONSTRUCTION 813-782-1064 Phone • of Central Florida. 813. 715 -6585 Fax 800. 224 -1206 Toll Free www.bhconstructioninc.com Web Site PROPOSAL SUBMITTED TO SALESMAN DATE GORDON ROWLAND GREG 11/9/10 STREET CELL PHONE 3811 LOCOSTIE STREET 813 - 714 -2091 CITY, STATE, and ZIP CODE JOB LOCATION /DIRECTIONS ZEPHYRHILLS, FL. 33542 PHONE DATE OF PLANS REAL PROPERTY ❑ YES ❑ NO 813- 713 -6735 RP TAG #: We hereby submit specifications and estimates or: * ** ESTIMATE FOR CARPORT ROOF, FRONT AWNING AND CONCRETE * ** OPTION I : ADD 28 PANS TO EXISTING R.V. - INCLUDES 6 STRUCTUAL GRADE SUPPORT POSTS, GUTTERS AND DOWNSPOUTS - OPTION II : REMOVE EXISTING AWNING ON FRONT AND REPLACE WITH NEW ALUMINUM - INCLUDES MATERIAL, LABOR AND BUILDING PERMIT. $ 2,475.00 We Propose hereby to fumish materials and labor - complete in accordance with above specifications, for the sum of: TWENTY FOUR HUNDRED & SEVENTY FIVE DOLLARS & NO /100 dollars. $ 2475.00 Payment to be made as follows: UPON COMPLETION All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving cost will be executed Authorized upon written orders, and will become an extra charge over and above the estimate. Signature: All agreements contigent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tomado, and other necessary insurance. Our workers are fully Note: This proposal may be covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Acceptance of Proposal- The above prices, specifications and conditions are satisfactory are herby accepted. You are authorized to do the work as Signature: specifies. Payment will be made as outlined above. Date of Acceptance: Signature: "Custom Home Additions At It's Best!" LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 11/09/10 B &H Construction Zephyrhill, Fl. Re: R.V. Mod. #: Address: 3811 Lacoste St. Lot #: 143 Zephyrhills, FL. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is a 12'x26' Carport with 4th wall structural posts and beams on each side. The existing home is a R.V. and the carport is to be built as a 4th wall carport with structural beam and posts on each side. As always, should you have any questions, please feel free to call me at any time, Sincerely, Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 tOl71 / /(d�d 1 1 . . / A I 75/ > I' ?' -- -c 8 > < 1/' ., ..,. .,,, u i2 ,, ...._ „.._ • v n 4,i ■:- , i :,, " I I 3? . , 4 • Roj 23 i P3 ■ .(_____ /, ,... , gy, . , . v ,., ,.. f-- , 15 .- •,- \ , . \ .L. . , . V Y / ■ Y V / k (07 /'/3 REVIEW 4 eosts ,..5 OF ZEPHYRHIU sr g 06. 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GqH SI � aa _IaUzw < t zz ¢ v ) z > rsi z Y ��- p er � w A t W ` . N ¢ a p w j 0 ^ "C . Aw � _° q r '.r. . °,o`o zzU :1 :E �$ x °P. o � ) .. x u M � � � ° � ° a6a'Qu�U �UOx F. O X � � z 0 d - - 3 z p w H :3 F» N q.v, `O w0 ¢ m <0 - -�w • w 0 [- w� 1 ���O m� � � �F-0 3.1 0 —) o ' f p ' . N Ly Z v2 j (. P . R. � .>_-, ;,0 y � w W ; w ... " " 22 t.- Q R a tx v� CO Or J rn W J i z � Q, ?< x N d w A > W CD o vi E--� zpa z Q 04., = - te _., O~ m f X W w N ¢ w A -0 v C4 < Q3 v Q1 0...l 0 C. 3 � ' f: wcn v) � W rl o G- W O m� �3 ¢ 0 M ')u) 3m a NDO a.J 7 o < _ - r - N " 4- ui 3 3 .o r 7 3 s 3 0 • SOILS AND FOUNDAAllONS Gradi characteristics of dope c:eat, load int=nsity. and erosion radi a! ' o'pe 1 805.4.2.3 plain concrete f Of plain concrete fop • footings. The ed gy thickness 1 805 .4 Footings Li t. supporting Walls of other than ngs shall be designed an constructed in Light-frame frame construction shall not be less that 8 inches Allowable bearing capacity of the soil is not exceeded, and (203 mm) where placid on soil. That able differential settlement is minimized. The minimum Exception: For plain Width of f P concrete footings supposing footings shall be 12 inches (305 mm) tcd to be 6 ooh s (l 5 s. 2 m the BYO thickness is footing ohm (15 es. that the footin Does not extend beyood a distance greate that the B Footings in areas with expansive soils shall be designed Thickness of the footing ..:n tither side of the supp In accordance with the provision of Section 1805.8. 1805.4.2.4 °lecemtat of concrete. Concrete footings 1 8 05.4./ 1. 1 Design loads, F shall be Shall not be placed through watr.r unless a trerrtie or other t 18 5.4 wnfav Deli effects due to combinations datg� for method approved by the building ifl5ciel is u loads most u ed in Section 1605.3. s du The dead load of placed under or in the Where the concret clads s he weight shall in- shall bed presence of water„ ensure Bh oundations.. footings and overlying mum by approved means to ens 611. Reduced live mum segrtgaL� of the mix and negligible arc mini- Are permitted to be loads, 13 used in designing ru ! f Sea the water. Section 1601 turbulence of Being footings. loads. ry 12 Vi 8 105 . 4 .brato lds. When machinery opera- 18 4. other orato l ds tr Wher m through the 1805.4.2.5 Protection of concrete. Co bons or f consideration shell be given in the footing shall be protected from Ong during depositing and design to foundation, prevent ons detrimental ration ll be oldie g a period of not less than five days thereafter . t er shall and for Not be allowed to flow se 1 805.4.2 Ca►creu footings, through the deposited concrete 8s The design, materials and coo- 5 of oanercte footings shell amply with Sections 1805.4.2.6 Forming of concrete Concrete footings ter 80524 w g through 1805.4 2.6 and the provisions of Chap- ion of the building official, soil conditions do not permitted to east leggiest the earth where, d, are � in- forming Where forming is required, tt stuW be In accor require - Crete footings a specific design u not provided, co dance with test 6 of ACI 318. 8s supporting walls of light -frame construe - UOO are permitted to be designed in accordance with 1805.4.3 Masonry-unit footings. The deli T 1 805.4 2 and oorutruction of m matoriels with Sections 1805,4.3 1 d 805 and the provisions 5 Of Chapter 21. 180.42.1 provisions 1805 a to strength. Concrete in footings Shal have than • sp impressive strength (f c) of not Al 28 des Pounds Per square inch (psi)(17 237 k?a) Ex io ga: Where a specific design u gaol provi Ys. sorry footings supporting walls of light - iramc tor, 1 805.4 2 2 Structwn are permitted to b designed in accordance with Rcscrvcd. Table 1805.42. 1805.43.1 Dom May -unit footle shall bc laid in Type M or S mortar complying with Section • FOOTINGS SUPPORTING W TABLE 1805.4.2 p►LLS OF LIGHT -FRAME CONSTRUCTIONa.b.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE 4TITIGS• �1GS (inches) FOOTING � (inches) _II _I _II _ IIIIIIIIIIIIIIIIIIIIBI IIIIIIIMIIMIIMIIIIMIIIIIIIIIIIIII 6 3 6 — 111111111/111111111 8 For SI' 1 inch - 25.4 mm, I foot a 304.8 Ism. Et. D of footin b ga shall be in accordance with Section 18052. ground under the floor is permitted to be excavated c to the elevation of the top of the footing walls are the wid gw table pp d to be supported by isolated f ngs shall be spaced not more than footing width and length chalk be twice d. For thickness of foundation walls, see Section 1805.5. c Footings are permitted to support a roof to addition to the Shall be as required for supporting one Boor. stipulated number of Boors, Footings supporting roof ooh f- Plain coaarte footings for Group R-3 occupancies arc permitted to be 6 inches thick Florida Building Code Online Page 1 of 1 mil . 4 . i t I 11 i _fig, C`"tiiii iu nft " Affair Tk . r OCA HOME ADMIT DCA DCA PRDORAUS CONTACT DCA. BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BUS Site Map Links Search (� Product Approval > - \I] J USER: Public User Community Affairs ., Product Aooroval Menu > Product or Application Search > Application List 'COMMUNITY PLANNING ;Search Criteria Refine Search 1 Code Vers 2007 FL# 9334 tN a mousiNO n COMMITY: !Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL fr EitEiMEMCY !Application Status ALL Compliance Method ALL MANAGEMENT !Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL •OFFICEOF1IIE - Product Model, Number or NameALL Product Description ALL , Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL !Other ALL Search Results - Applications ! FL* Type Manufacturer Validated By Status FL9334 -R1 Revision Town and Country Industries, Ryan ]. King, P.E. Approved History Category: Roofing (813) 787 -8283 .....a Subcategory: Metal Roofing Department of Community Affairs Florida CuiWMg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000-2010 The State of Florida. All rights reserved. privacy Statement 1 Coovrioht Statement !Accessibility Statement I plus -in Software I Customer Servire Survey I Contact Lk Product Approval Accepts: NE 101 li li v.... ••.n. http : / /www.floridabuilding.org /pr /nr any lst.asnx Sit 1 i')ni n Florida Building Code Online Page 1 of 2 IntAIN On a of ornrriunity r DCA NOME ABOUT DCA. DCA PROGRAMS CONTACTOCA • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Ap may) 11t USER: Public User Community Affairs Psquct Approval ten, > Product or Application Search > Aoolication List > Application Detail IMMUMMOIMONNIMMOMMO F * &l yPLANNING FL # - L9334 -R1 Application Type / Revision osousoxl a COMMUNITY Code Version DEuf rtt 2007 ►EMERGENCY Application Status Approved /AANADEMENT Comments ►Ocnce.o ne Archived Product Manufacturer Town and Country Industries, Address /Phone /Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj @tc- alum.com Authorized Signature Vivian Wright rickw@rwbIdgconsultants.com Technical Representative Address /Phone /Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9334 R1 COI CERTOF INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year Aluminum Design Manual 2005 ASTM B209 2004 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app dtl.aspx ?param= wGEVXOwtDat %2fAldUdvT... 5/1 1 /2010 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/03/2008 Date Validated 01/07/2009 Date Pending FBC Approval 01/15/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 9334.1 Aluminum Roofing Panels Roll Formed Riser Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL9334 R1 II SPEC 9334.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Spec 9334.1 and EVAL 9334.1 for additional FL9334 RI AE EVAL 9334.1.odf limitations and Product particulars. Use of this product Created by Independent Third Party: Yes shall be limited to conventional aluminum /patio construction. r .. Back J I Next Department of Community Affairs Florlda building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Convrioht Statement I Arreccihility Statement I Plum-in Software I Cuctnmer Servire Survey I Contact Uc Product Approval Accepts: ICE IN sesow near. http : / /www.floridabuilding.org /pr /pr app dtl.aspx ?param= wGEVXOwtDat %2fAldUdvT... 5/11 /701n 'SNI •SNVa,n•NOO oNSOVne M'a Boot Q 6orc• ••N •3'd •IPI S 'e uoawh SNOISIn38 g ° z - Z/ J.s`Z SNOI103S V S310N -mons0 A8 31V0 ON 03 H c(a6 -a+ .O R W O r . 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