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HomeMy WebLinkAbout2548 El Portal AveCITY OF SANFORD FEB 2 5 20% BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction `Ialu,n S ' 0 Job Address: `J EL yoQ2*-' 1'6.4. Historic District: Yes No Parcel ID: d / • .,2D , , o • 'ST y id .0/ 6' O Residential Commercial Type of Work: New Addition Alteration Repair Demo I:1 Change of Use Move Description of Work: tiet 2 p0 7e 8A!T_T1 A r- ED GC ir Qzz C4 e- 2!,z Plan Review Contact Person: P\. __ _ Title: Phone: Fax: TP7 . J)2 • DLA Property Email: QG Coc Lroa i. 1 t .lod/-4 ht - Property Owner Information Name M1-Ch4E1 Ma,, tiwt,( Phone: _-- Street: d (l& C -L - 40RO &7 e, -e , t--- Resident of property? City, State Zip: JA,_ oa Q • >t L 3, 7 7 3 I/ Contractor Information Name .p &D c_i/e- koo-/.J Phone: Street: 800 V . 2 eJ^ 14v -e _ Fax: --- 0 % City, State Zip: L— 3.0 / State License No.: C.L ( © 2 -2 -SO Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lend(n:: Address: WARNING TO OWNER: YOUR FAILURE TO RECORI) A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5c1' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application is, V 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requir(,rnents of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A. copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contrJct exceed the actual construction value, credit will be applied to your permit tees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 002 l 01isnat 'i&i7 of Owner/Agent Date Jignature of Coi ctor/Agent Date n i MARJORIE MARIE ADCOCK Notary.Public - State of Florida Co Owner/Ag f= rs sTHEM Y17d Produced I ',iOFFfiy ugh Nalional NOW y Assn. 0 . I P 1Lo Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical 1'lur tbin n Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: _ # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: _ 'Vl'ASTE WATER: ENGINEERING: _ FIRE: BUILDING: C r- Z..-A'ku COMMENTS: _-- Revised: June 30, 2015 Permit Application ADCOCK ROOFING 000 French Ave. Samford, AFL. 32, 771 4.07) 322-9558 * (4.07) 330-9333 (Fax) adc®ckr®®fingl.(P)beiis®ur lh.11nE±t www.adceckroofing&cLm, i STATE CERTIFICATION CCCO22501 April 27, 2015 ESTIMATE tin-? . Name: Mike Marshall F,, one: (1364-1363 Address: 2548 EI Portal Ave. Ce 1',: (407) City: Sanford, FL 32773 Fax: Email:, rTimars'hirll@cfl.re..com. SCOPE OF WORK: COMPLETE ROOF REPLACEMENT 1. Remove existing metal roof on complete house. 2. Re -nail decking as per building code. 3. Install new 26 gauge; Gulf Rib Metal Roof. 4. Install new drip edge; 26 gauge, painted galvanized; gable rake; install to Manufactures Specifications. 5. Secure all permits. 6. Clean up & haul away debris. 7. Inspections included. Labor & Material: $1800.00 Extra: Bad wood - Time & Materials Warranty: 30 Years on Materials from 5 Years on Workmanship Andy Adcock, Owner Anda AdCOCk q `.. n,. City of Sanford Roofl`ertnit Apipliication Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shAl include the following: r M Building Permit Application completed, signed and notarized. YNpplir,; RECORD COPY Product Evaluation Report GULF COAST SUPPLY & MANUFACTUR1id`UC,• LLC. 26 4:ua, GulfPBRTA, Roof Paa,aef over Qperii f7ir,Rmlrag Florida Product Approval #11650.3 R2 REVIEWED FOR CODE COMPLIANCE Florida Building Code 201.4 Per Rule 61G20-3 PLANS EXAMINER Method: 1 —D DATE Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20 -3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, SANFORD BUILDING DIVISION 14429 SW 2nd Place, Suite G30 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Newberry, FL 32669 LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Engineer Evaluator: THE BUILDING OFFICIAL FROM THEREAFTER Dan Kuhn, P.E. #75519 REQUIRING A CORRECTION OF ERRORS IN PLA CONSTRUCTION OR VIOLATIONS OF THIS CO onda Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 4 FL# 11650.3 R2 • JUNE 15, 2015 L C;. ltlf7i7` VtE.• S, "" No, 75519 53=STAT ` E OF S10NAL V -\v, 1`` 7%%Zoos VILo NC SAN#=oRD 16-639•,: Compliance Statement: The product.as described in this report has demonstrated compliance with the Design Uplift Pressures: FL# 11650.3 P,2 a JUNE 15, 2015 Table "A" ---- Fastener Pattern 12"-12"-12" y'xy,rK z3i' tneSp;I'f" Design Pressure includes a Safety Factor = 2.0. Florida Building Code 2014, Sections 1504.:.;? 1504.7. Product Description: G:ulfPBRTM, Minimum 2.6 Ga. Steel, 36" Cov-r&ge, through fastened structural roof panel. Structural Applicaticn. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTR1 A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.:3. Paint Finish Optional Yield Strength: Minimum 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185" min. Width: 36" Coverage Rib Height: 1'/4" Major Rib at 12" O.C. Panel Fastener: 12-14 x 1'/4" HWH SD with sealing washing or approved equal at 12"-12"-12" fastener pattern. Panel side laps fastened together w/%a -14 x 7/8" HWH SD w/ sealer washer at Maximum 20" O.C. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 16 Ga. Steel Framing. Must he !esig.-ied in accordance w/ Florida Building Code 2014. Design Uplift Pressures: FL# 11650.3 P,2 a JUNE 15, 2015 Table "A" ---- Fastener Pattern 12"-12"-12" y'xy,rK z3i' tneSp;I'f" Design Pressure includes a Safety Factor = 2.0. 011 1 60 1 f Ft -3 IG i5 0fa i 5UF"P Y & 1,AANUFACTURING Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.].2 1504.7. Evaluation Report Scope: The product evaluation is limited to conpiiance with the structural wind load requirements of the Florida Building Code 20'1A, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding sy.items by uniform static air pressure difference. FM 4471-1992, Section 4.4 ; oot Traffic Resistance Test Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FEC Organization # TST--5328) Report No. 117-0331 T -08C, Dated 11/08/2008 2. FM 4471, Section 4.4 - Foot Traffir- Resistance Test. Force Engineering & Testing, Inc. (FEC Organization # TST-5328) Report No. 117 -0238T -09C, Dated 07/21/2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC FBC Organization # ANE ID: 10743), lest Standard Equivalence: 1. ASTM E 1592-01 is equivalent to ASTPA E 1592-05. 2. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Insulation: Manufacturer approved product (Optional). Roof Panel Fire Classification: Fire classification is not part of this evaluation. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL# 11650.3 R2 - JUNE 15, 2015 C 7 u4. s a's Y' i''t ` { i I'9t i r rt .;s ),1;..1'1 r{ ' 6t :I i tf ' at 1 i x x;yi 1 3 a 6 I r { ". i. rrc F is C.n• - et,i v+.:: I ,t,• l xk3E-.*Fk:r ' ..li gi i L ." } z ri . •i -1. 1 ,h l; ,1!!, .r 7 .sl i y §s Y. J td# {.1 p •`-5 t}; I ) fl " t.. 3't.f ...tl...i{' `sltr, I.I( } I ..: ,_) 'ii ! ...1 I• i ,.. I+Ytis, !1"` .! ":7x}1 `-6 f"R t ,a, d l.}-. }rl t: tit:v rl ) P , . i:t 4; , • f } ,l,.J !3 It : +(t ) 'li) . '?} ,i; f ` i,f :: s ! . t s ", :` ., F .;lis }, w s" ' b?<3 }bf t ttll ll.' 3. T. '' t:(:u 1 :f t ;. 5:r !-+ Vii" ,m,j ,ly, }i.• ) . psi t . £.•^ 5, j F! ",1.1. Y 12} a sE Ik},.Ll,6,. z,.t,..r.....,.r.I :.I.i}i .St,_.tl ,'k':A, £t1}. I: St .ya, akti t ,•,'611,s' t`i.L•:ln tStkiu,ea ? u, $° j1 w IIP, it I h t i:. }t t :. t.;,fry;. n '*,I. ,,t t i q 5 i ,t6 (. Design Procedure: The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attar-nrE nt to his structure and analyze the panel fasteners for pu'lout. The rnaximurn fastener spacing listed herein shall not be exceeded. Support framing must be in cernpliance with FBC 2014. Design wind loads shall be determined for each pro_ect in accordance with FCB 2014 or ASCE7-10 using allowable stress design metnod. FL8 11650.3 R2 • )UNE 15, 2015