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HomeMy WebLinkAbout1921 Palmetto AveBY, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: G'47 Documented Construction Value: $ © 10 Job Address: Parcel ID• Type of Work: New Addition Alteration Description of Work: rQ, f o 0 =— Plan Review Contact Person: Phone: `tom ! /91!r) 4 C Fax: Street: Historic District: Yes No 9 1 Residential [Commercial 11 Repair Demo Change of Use Move i Property Owner Information Phone: City, State Zip: Resident of property? : P ntractor Information Name (' f (' '1( _ `( ;? ' Phone:g J Street:^ r('p V 'C Fax: City, State Zip: r, AACA_ State License No.: Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installationsas 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: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements bf 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 requirements 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 contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be d ne in co pliance with all applicable laws regulating construction and zoning. INUA ;7-/2. = C't u Z)•I Sign tdrre po wner/Agent C-1-aDQ&-(;— Date ig ature of Contractor/Agent Date NAL) 1- Print er/Agent's m n am, )0 mie'd 4 ILO Signature of Notary fate o lorida Da e a°K,.•'.,o NMY L HENGEHOLD MY COMMISSION # FF 19M s EXPIRES: January 26, 2019 l4P" OF Ile Bonded Thru Budget Notary Senkes Owner/Agent is Personally Known to Me or Produced ID Type of ID l CV-s u e **kk-Z Q r n Contractor/Agent's Nam 1 - t AZ 1 - 1 L) Signature of NotaftA64f Florida Date_ 16 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads D&n APPROVALS: ZONING: 2.14i6-14 `''1'`- UTILITIES: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures COMMENTS: No 2cw,n;n4 iSS! dk 4r, C3t e Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 3- Revised: June 30, 2015 Permit Application THIS IN TIiUMEIIT P D,BY: Name: \'t^ Address: NOTICE OF COMMENCEMENT State of Florida I I IIII Illll lltli lttl 11t1 iiisl It tt MARYANNE MORSEY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8634 PS 1286 (1PsS) CLERK'S 4 2016017208 RECORDED 02/17/2016 12s29058 PM RECORDING FEES $10-00 RECORDED BY hdevore County of Semingle (" y / i Permit Number: Parcel ID Number: 5U • I 'y - D 01 1 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. C!9 0 c 1 ti Ljj 1-2— in auuiuon to rnmser, vwner uesignates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 BEFO COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under enalties jr, ury, I declare that I have read the foregoing and that the facts stated In it are true to th b st of mledge and belief. er's Signature Own is Printed Name F atute 3.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead State of , V't At2_ Countyo\1 The foregoing instrument was acknowledged before me this day of `20 1 l9 by O_IZ i`L -'; ; (` Who is personally known to me `J Name of person making statement OR who has produced identification type of identification produced: Skwy ;& 1 •, c, NANCYLHENGEHOLD MY COMMISSION # FF 192960 0-o4lEXPIRES: January 26,2019 Notary signature iorBonded Thru Budgel Notary Services l eivld .lotuasoA, C.F,4 PROPERTY APPRAISER SEMINOLE COUNTY. FLORIDA Parcel:36-19-30-511-0KOO-0110 Property Address: 1921 PALMETTO AVE Property Record Card Parcel: 36-19-30-511-OKOO-0110 Owner: DELOACH CARTHA & DONNA Property Address: 1921 PALMETTO AVE SANFORD, FL 32771 Owner. DELOACH CARTHA & DONNA Mailing: 1921 PALMETTO AVE SANFORD, FL 32771 Subdivision Name: GARNERS ADD TO MARKHAM PARK HEIGHTS Tax District Sl-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY Value Summary 2016 Working 2015 Certified Values Values Valuation Method t Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $45,668 $45,375 Depreciated EXFT Value $600 - - - $600 T -- Land Value (Market) - $10,764 — $10,764 Land Value Ag Just/Market Value I $57,032 $56,739 t- Portability Adj i Save Our Homes Adj i $0 1 $0 Amendment 1 Adj " $0 $0 Assessed $57,032 1 $%,739AssessedValue Tax Amount without SOH: $1,154.71 2015 Tax Bill Amount $1,154.71 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 11 BLK K N H GARNERS ADD TO MARKHAM PARK HEIGHTS PB1PIS 81 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund j 9,032 i 0 } 9,032 Schools 57,032 0 57,032 City Sanford Sanford l 57,032 0 i 57,032 SJWM( Saint Johns Water Management) 4 -- 57, 032 ! 4 --- 0 57,032 County Bonds 57,032 0 ! 57,032 Sales Description Date Book Page Amount Qualified Vac/Imp CORRECTIVE DEED 1 2/1/2003 04727 1 1221 100 f No Improved WARRANTY DEED 11/l/2002 04637 0853 80,000 Yes 1 Improved WARRANTY DEED 15/1/1996 103069 1466 46,000 Yes 4 t Improved t----- — 4 t ------ 4-- QUIT CLAIM DEED ! 11/1/1992 WARRANTY DEED j 8/1/1989 02511 02103 01812 0969 1 1055 1385 113100 No 39, 000 Yes 40, 000 ;Yes Improved Improved Improved Improved WARRANTYDEED ! 1/1/1987 DEEDWARRANTY DEED fi- - -- - — - 2/ 1/1986 01711 1198 1 10No I Improved WARRANTY DEED 1/1/1973 00986 1220 13,500+Yes I proved Find Comparable Sales within this Subdivision Land American Homes 'Roofing Inc. RC29027427 1465 Grove St Apopka,Fl 32703 Nancy Groves 1921 Palmetto ave Sanford fl Item Description Service Go over top of old shingles with 30# felt and new charcoal gray metal roofing panels and new plumbing boots. Service ESTIMATE Estimate # 0000017 Estimate Date 02/10/2016 Unit Price 5480.00 at TES: All trash picked up start. tart. SIGNATURE WNER a et run nAground for naSIGNATURE CONTRACTOR Subtotal Total Amount Paid Estimate Quantity 1.00 Amount 5,480.00 5,480.00 5,480.00 0.00 5,480.00 Page 1 of 3 RECORD COPY« 1 I'M a IlprwlMtcl BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map I Links I Search Busines al ' Product ApprovalProfessi Regulation Product Approval Menu > Product or Application Search > Application Us[ > Application Detail FL # FL11671-R2 REVIEWED MR CODE COMPLIANCE Application Type Revision Code Version 2014 PLANS EXAMINER Application Status Approved Z'Zg-1C DATE Comments Archived Product Manufacturer Mid Florida Metal Roofing Supply/Supplies, Inc. Address/Phone/Email 28328 County Road 561 SANFORD BUILDING DIVISION Tavares, FL 32778 352) 742-7070 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Flvalidation@yahoo.com LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Authorized Signature Amy Prince ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Flvalidation@yahoo.com CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Technical Representative REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Address/Phone/Email Quality Assurance Representative - Address/Phone/Email # 1 6 _ C C 2 Category Roofing J J Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received SING Florida Engineer or Architect Name who developed Locke Bowden SANFORD the Evaluation Report A, Florida License PE-49704 FpAR Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/30/2016 Validated By Zachary R. Priest, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL11671 R2 COI FL 11671 Mid Florida Metal Roofing Supply -Metal Roofing-ss.odf Referenced Standard and Year (of Standard) Standard ASTM E 1592 FM 4471 TAS 100 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2005 1992 1995 2004 2006 2/29/2016 Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/17/2015 Date Validated 04/19/2015 Date Pending FBC Approval 04/21/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 11671.1 1.0 Nail Strip 1.0 Nailstrip 24 Ga. 16" Wide over 15/32" Plywood Non- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-153.SPSF Evaluation Reports Other: -59.75 psf @ 16" o.c. fastener spacing in panel FL11671 R2 AE FL 11671 Mid Florida Metal Roofing Suooly-Metal Roofing-ss.odfslots. -101.0 psf 6 3/4" o.c. fastener spacing in panel slots. 153.5 psf @ 6 3/4" o.c. fastener in slot and 12" o.c. Created by Independent Third Party: Yes fasteners in Pan (See Details). Install per manufacturers details in compliance with FBC 2014. Not for use in HVHZ Zones. 11671.2 5V Crimp Min. 26 Ga. 5V Crimp Fastener in Panel Rib Limits of Use Installation Instructions Approved for use In HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-108.5PSF Evaluation Reports Other: -108.5 psf @ 12" fastener spacing. -156.5 psf @ 6" FL11671 R2 AE FL 11671 Mid Florida Metal Roofing Supply -Metal Roofing-ss.odffastenerspacing. Min. 15/32" plywood for existing construction and 19/32" plywood for new construction. Created by Independent Third Party: Yes Install per manufacturers details in compliance with FBC 2014. Not for use in HVHZ Zones. 11671.3 Min. 29 Ga. AG Panel Min. 29 Ga. AG Panel over 1 x 4 Wood Purlins Limits of Use Installation Instructions Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -93.5 psf @ 9"-9"-9"-9" (Type 1) fastener pattern @ FL11671 R2 AE FL 11671 Mid Florida Metal Roofing Supply -Metal Roofing-ss.odf24" o.c. fastener spacing. -116.0 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" (Type 2) fastener pattern @ 24" Created by Independent Third Party: Yes o.c.fastener spacing. Install per manfucturers details in compliance with FBC 2014. Not for use in HVHZ Zones. 11671.4 Min. 29 Ga. AG Panel Min. 29 Ga. AG Panel over 1 x 4 Wood Purlins over Shingles over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -93.5 psf @ 9"-9"-9"-9" fastener pattern @ 24" o.c. FL11671 R2 AE FL 11671 Mid Florida Metal Roofing Suooly-Metal Roofing-ss.odffastenerspacing. -116.0 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" fastener pattern @ 24 o.c. fastener spacing. Install per Created by Independent Third Party: Yes manufacturers details in compliance with FBC 2014. Not for use in HVHZ Zones. 11671.5 Min. 29 Ga. AG Panel Min. 29 Ga. AG Panel over 15/32" plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-108.SPSF Evaluation Reports Other: -71.0 psf @ 9"-9"-9"-9" (Type 1) fastener pattern @ FL11671 R2 AE FL 11671 Mid Florida Metal Roofing Supply -Metal Roofing-ss.odf24" o.c. fastener spacing. -108.5 psf @ 6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" (Type 2) fastener pattern Created by Independent Third Party: Yes @ 24" o.c. fastener spacing. Install per manufacturers details in compliance with FBC 2014. Not for use in HVHZ Zones. 2/29/2016 Page 3 of 3 11671.6 1 Min. 29 Ga. AG Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5PSF Other: -71.0 psf @ 9"-9"-9"-9" (Type 1) fastener pattern @ 24" o.c. fastener spacing. -108.5 psf @ 6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" (Type 2) fastener pattern @ 24" o.c. fastener spacing. Install per manufacturers details in compliance with FBC 2014. Not for use in HVHZ Zones. Min. 29 Ga. AG Panel over Shingles / 15/32" plywood Installation Instructions FL11671 R2 II FL 11671 Mid Florida Panel Details.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL11671 R2 AE FL 11671 Mid Florida Metal Roofino Supply -Metal Roofing-ss.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Check M Credit Carr t--3SAFE 2/29/2016 w Mid Florida Metal Roofing Supply Details-Non-HVHZ 1.0 Nail Strip 24GA Fastened thru slot, #10-13 GP Pancake Head Type A in Panel Slot 10-11 Eclipse Head Type A in the Pan of Panel with YV min penetration through plywood Ti 1 15"' a nad .160'*idth5 5 V Crimp 26GA and 29GA Min.. 9-15 WoodZac® w/ Zac head w/sealing washer or approved equal thru panel rib. X" min penetration through plywood. Coverage.Area. 24"' Master Rib.1 11on center • Rib Height.3/8 A 8/ 5 OJI 1 2"I` 24" _ 1 Rib Panel 26GA and 29GA (min.) Panel over U4 purlins over 15/32" plywood -thru fasten with #10-16 Woodgrip® w/sealing washer or approved equal thru rib panel Panel over U4 over (1) layer shingles over 15/32" plywood - thru fastened w/ #10-16 Woodgrip® w/sealing washer or approved equal thru panel Panel over 15/32" plywood- thru fasten with #10-16 Woodgrip® w/sealing washer or approved equal thru panel rib. Panel over (1) layer shingles and over 15/32" plywood-thru fasten with #10-16 Woodgrip® w/sealing washer or approved equal thru panel rib. Cove rage. Area .- 36"' Ma ste-r Rib: 9 on .center • Rib Heig ht6 3 j4 r 4'f -4-1 36Af Locke Bowden, P.E. Mid Florida Metal Roofing Supply, Inc, FL 11671 9450 Alysbury Place 28328 County Road 561 Montgomery, AL 36117 Tavares; Florida 32778 Quality Assurance Program: Keystone Certifications Category: Roofing Sub -Category: Metal Roofing Method 1-D Code: FBC 2014 5th ed.; Sections: 1504.3.2, 1507.4.3, 1506.6, 1507.4.4, 1507.4.4, 1504.7 Description Substrate Design Uplift Pressure* Fasteners 1 1.0 Nail strip 24GA 15/32" APA plywood 59.75psf @16"o.c. tall rib Corrosion resistariffastened thru slot, 16" width Non Structural panel slot fastening slotted strip 10-13 GP 50 ksi 101.0 psf snap lock Pancake Head Type A in panel slot Non-HVHZ 6 Y." o.c.slot seam spacing 10-11 Eclipse Head Type A in the Pan of 153.5psf @ Panel with Y" min penetration through 6-3/4"o.c. plywood 12"o.c.pan spacing* 2 5 V Crimp 26GA 15/32" APA plywood, 108psf @12"o.c. 3/8"rib Corrosion resistant: 119-15 WoodZacm 24" width Grade C-D. 156.5 @6"o.c. height thru w/ Zac head w/sealing washer,or 50 ksi Non Structural In panel rib fastened approved equal thru panel rib. Non-HVHZ Y," min penetration through plywood. 3 RIB min. 29GA 1x4 No.2 SYP wood 93.5psf fastening Y," tall rib Corrosion resistant: #10-16 Woodgrip° over 10 wood purlins over 15/32" pattern 9"-9"-9" at, thru fastened w/sealing washer or approved equal thru purlins over 15/32" APA plywood 24"o.c. spacing panel rib. plywood Wood purlins fastened 116.Opsf fastening min penetration through plywood. 80 ksi to plywood w/min. pattern 6.5"-2.5"- 36" width 8x2-1/2" deck screw 6.5"-2.5"-6.5" Non-HVHZ 12"o.c.max spacing. fastening at 24"o.c. Non Structural 4 RIB min. 29GA 1x4 No.2 SYP wood 93.5psf fastening tall rib at Corrosion resistant: #10-16 Woodgrip® over 1x4 wood purlins over (1) layer pattern 9"-9"-9" at 9" o.c. thru w/sealing washer or approved equal thru purlins over shingles over 15/32" 24"o.c. spacing fastened panel rib. shingles over APA plywood 116.Opsf fastening min penetration through plywood. 15/32" plywood Wood purlins fastened pattern 6.5"-2.5"- 80 ksi to plywood w/min. 6.5"-2.5"-6.5" 36" width 8x2-1/2" deck screw fastening at 24"o.c. Non-HVHZ 12"o.c.max spacing. Non Structural 5 Rib min. 29GA 15/32" APA plywood, 71.0psf fastening Y." tall rib at Corrosion resistant: #10-16 Woodgrip® 36" coverage Grade C-D. pattern 9"-9"-9" at 9" o.c. thru w/sealing washer or approved equal thru 80 ksi Non Structural 24"o.c. spacing fastened panel rib. Non-HVHZ 108.5psf fastening Y.." min penetration through plywood. pattern 6.5"-2.5"- 6.5"-2.5"-6.5" fastening at 24"o.c. 6 RIB min. 29GA Layer of asphalt 71.0psf fastening Y.." tall rib at Corrosion resistant: #10-16 Woodgrip® over shingles over shingles over 15/32" pattern 9"-9"-9" at 9" o.c. thru w/sealing washer or approved equal thru 15/32" plywood APA plywood, 24"o.c. spacing fastened panel rib. 80 ksi Grade C-D. 308.5psf fastening Y," min penetration through plywood. 36" width Non Structural pattern 6.5"-2.5"- Non-HVHZ 6.5"-2.5"-6.5" fastening at 24"o.c. Design Pressures includes safety factor=2.0 Page 1 of 2 L-1 References Entity Report # Standard Year Force Engineering & Testing (T5T-5328) 72-0314T-06 UL 580-941/1897-982) (20061/20042) Farabaugh Engineering & Testing (T5T-1654) T158-07 TAS 100-1995 Force Engineering & Testing (TST-5328) 194-0135T-07E-G UL 580-941/1897-982) (20061/20042) Farabaugh Engineering & Testing (TST-1654) T130-07 TAS 100-1995 Force Engineering & Testing (T5T-5328) 194-0135T-07 UL 580-941/1897-982) (20061/20042) Force Engineering & Testing (TST-5328) 194-0134T-11A FM 4471-95 (19923 ) Force Engineering & Testing (TST-5328) 194-0135T-07B UL 580-941/1897-982) (20061/20042) Force Engineering & Testing (T5T-5328) 194-0134T-11A FM 4471-95 (19923 ) Force Engineering & Testing (T5T-5328) 194-0135T-07C-D UL 580-941/1897-982) (20061/20042) Force Engineering & Testing (TST-5328) 194-0134T-11A FM 4471-95 (19923 ) Force Engineering & Testing (TST-5328) 194-0255T-09A UL 580-941/1897-982) (20061/20042) Force Engineering & Testing (TST-5328) 194-0134T-11A FM 4471-95 (19923 ) 1. The UL580-94 test standards are equivalent to the UL580-06 test standard. 2. The UL1897-98 test standards are equivalent to the UL1897-04 test standard. 3. The FM 4471-2095 test standards are equivalent to the FM 4471-1992 test standard. Limitations: 1. Underlayment to be compliance with current Florida Building Code. 2. Minimum slope to be in compliance with Florida Building Code 2014, and in accordance with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3 4. Compliance Method: 1-D 5. Fire classification is not part of this acceptance. 6. Shear diaphragm values are outside this report. 7. All support framing to be in compliance with Florida Building Code 2014, Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 8. This report does not imply warranty, installation, recommended product use outside of this report. Compliance Statement: These products herein evaluated by Locke Bowden, P.E. have demonstrated compliance with the Florida Building Code 2014 with referenced documents submitted. Certificate of Independence Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated or controlled by any company manufacturing or distributing products under this report. 11111a or BQ.y'i, Loide 704s° o No 970 STA , w S' O'tA Page 2 of 2 Page 1 of 2 RECORD COPY ry r r mr a rMMO DeparaT12fltof BCIS Home I Log In I User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications I FBC Staff BCIS Site Map Links I Search 3 sines Professi al - :u Product ApprovalUSER: Public User Regulation Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL8319-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C Product Manufacturer Mid Florida Metal Roofing Supply/Supplies, Inc. Address/Phone/Email 28328 County Road 561 Tavares, FL 32778 352) 742-7070 Flvalidation@yahoo.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Amy Prince Flvalidation@yahoo.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Locke Bowden PE-49704 Keystone Certifications, Inc. 11/30/2016 Zachary R. Priest, P.E. R Validation Checklist - Hardcopy Received FL8319 R3 COI FL 8319 Mid FL Rot -Final 4-29.odf Standard Year ASTM E 1592 2005 FM 4471 1992 Method 1 Option D 2/29/2016 Page 2 of 2 Date Submitted 04/17/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 8319.1 Ag Rib 29GA over 1x4-Minimum No 2. Southern Pine Limits of Use Installation Instructions Approved for use in HVHZ: No FL8319 R3 II Mid Florida Panel Details -Structural Roof and Wall Details-Final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +na/-105psf Created by Independent Third Party: Yes Other:-105psf at 24"o.c, spacing 1x4 - Minimum No 2. Evaluation Reports Southern Pine (Designed by others); Limitations Non-HVHZ. FL8319 R3 AE FL 8319 Mid FL Final-ss.Ddf Design Engineer must evaluate the panel attachment to Created by Independent Third Party: Yes substrate for fastener pullout/pullover per AISI Specificatoins. Must be installed per manufacturer details. The use of this panel for shear roof application is outside the scope of this product approval. Non-HVHZ 8319.2 PER. Panel 26 Ga. PER Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL8319 R3 II Mid Florida Panel Details -Structural Roof and Wall Details-Final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +60.OPSF/-42.5PSF Created by Independent Third Party: Yes Other: +60.0/-42.5 @ 5'-0" D.C. fastener spacing. Panel is Evaluation Reports a thru-fastened structural roof panel installed over open FL8319 R3 AE FL 8319 Mid FL Final-ss.Ddf framing in accordance with Limitations and compliance with Created by Independent Third Party: Yes FBC 2014. Non-HVHZ. Design Engineer must evaluate the panel attachment to substrate for fastener pullout/pullover per AISI Specificatoins. Must be installed per manufacturer details. The use of this panel for shear roof application is outside the scope of this product approval. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Ctj,--_4SCArFE 2/29/2016 Mid Florida Metal Roofing Supply Details-Non-HVHZ-Structural Roof Deck and Wall PBR Panel 26GA over 16GA steel framing -Roof and Wall -Non HVHZ Corrosion resistant:,#12-14 HWH SD with sealing washer or approved equal at 12"-12"-12" fastener pattern for interior supports Panel side laps fastened with''/.-14 x 7/8" TCP 1 with sealing washer at 20" o.c. Fastening pattern for panel ends 7"-5-7"-5"-7" Continuous tape seal slopes less than 3:12 Coverage Area: 36" Master Rib:12"on center • Rib. Height:1-1/4" I 74" j< 12"-> 36 t1 Ag RIB min. 29GA-Non HVHZ 1x4-Minimum No 2. Southern Pine (Designed by others); Fastener embedment into wood purlins no less than %" Corrosion resistant: #12-8 x 1" HWH Woodgrip® XG self -drilling screws with min.'/:" sealing washers at supports. Panel side laps shall be through fastened with #1/4-14 x 7/8" HWH self -drilling screws with self-sealing washers at max 12" o.c. 2:12 or greater; Slopes less than 3:12 shall follow FBC 2014 Section 1507.4.2 for sealing panel laps Coverage Area: 36" Master Rib: 9"on center • Rib Height:31C I3/,. I<-- 9" f36" Locke Bowden, P.E: Mid Florida Metal Roofing Supply, Inc., FL 8319 9450 Alysbury Place 28328 County Road 561 Montgomery, AL 36117 Tavares, Florida. 32778 Quality Assurance Program: Keystone Certifications Category: Structural Components ' Sub -Category: Roof Deck Method 1-D Code: FBC 2014 5th ed.; Sections: 1504.3.2, 1507.4.3, 1504.7 Description Substrate Design Uplift Pressure* Fasteners 1 PBR 26GA 16GA steel framing 42.5 psf fastening 1-1/4" Corrosion resistant:, 36" width pattern 12"-12"- tall rib 12-14 HWH SD with sealing washer 80 ksi Structural application 12"@5'-0'o.c. at 12" Or approved equal at 12"42"42"" fastener Non-HVHZ Designed in compliance O.C. pattern for interior supports Panel side laps with FBC 2014 60 psf fastening fastened with''/,-14 x 7/8" TCP 1 with sealing pattern 12"-12"-12" washer at 20" o.c. @ 5'-0" Fastening pattern for panel ends 7"-5-7„-5„-7„ Continuous tape seal slopes less than 3:12 2 Ag RIB min. 29GA 1x4 No.2 SYP wood 105 psf thru W tall Corrosion resistant: #12-8 x 1" HWH over 1x4 wood- purlins over 15/32" fastening -at 24"o.c. rib Woodgrip® XG self -drilling screws with purlins min. No. 2 APA plywood Wood spacing. thru min.''/:" sealing washers at supports. Southern Pine purlins fastened to Fastener fasten Panel side laps shall be through fastened designed by others) plywood w/min. embedment into with #1/4-14 x 7/8" HWH self -drilling 8x2-1/2" deck screw purlins no less than screws with self-sealing washers at max 80 ksi 12"o.c.max spacing. V" 12" o.c. 36" width Structural application Non-HVHZ Designed in compliance with FBC 2014 Design Pressures includes safety factor=2.0 References Entity Report # Standard Year Force Engineering & Testing (TST-5328) 194-0338T-06A ASTM E 1592-01 20051) Force Engineering and Testing (TST-5328) 194-0134T-11B FM 4471- 95 19922) PRI Construction Materials Technologies (TST 5878) FAE-008-02-01 ASTM E 1592-01 20051) 1. The FM 4471-2095 test standards are equivalent to the FM 4471-1992 test standard. 2. ASTM E 1592-01 test standards are equivalent to ASTM E 1592-05. Limitations: 1. Underlayment to be compliance with current Florida Building Code. 2. Minimum slope to be in compliance with Florida Building Code 2014, and in accordance with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3 4. Compliance Method: 1-D 5. Fire classification is not part of this acceptance. 6. Shear diaphragm values are outside this report. 7. All support framing to be in compliance with Florida Building Code 2014, Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 8. This report does not imply warranty, installation, recommended product use outside of this report. Compliance Statement: These products herein evaluated by Locke Bowden, P.E. have demonstrated compliance with the Florida Building Code 2014 with referenced documents submitted. Certificate of Independence Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distributing products under this evaluation. t rrrrff i• Locke Bowden, P.E. is not owned, operated or controlled by any company manufacturing o `Ts'it iri,p@} i°c1<y-ind_er this report. Locke, BpWcl rl,p:CEIyS,L,`. Florid;kR egq No. %70A704 ° r sTATE OJ, r0 ° dr1` ON s CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,r FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-552 Date: February'22, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: lstirling2360ahoo.com Project Description: Re -roof Job Address: 1921 Palmetto Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. The contract submitted with the permit states the new metal roofing will be installed over existing shingles. The Florida Product Approval submitted does not specify installation over shingles is acceptable the product approval calls for the new metal roofing to be directly attached to the decking. Please submit product approval that specifically allows for installation over existing shingles. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Morey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Morey Residential Plans Examiner 1-