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Home My WebLink About2007 Mellonville AveCITY OF SANFORD BUILDING $ FIRE PREVENTION 0 T 3 2016 PERMIT APPLICATION A lication No. N 1 Documented Construction Value: $ 12' pu) Job Address:'.{ ,'1 v l.y 1 cvt_ Historic District: Yes No L"1 Parcel Residential [Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: r_y—oQc Plan Review Contact Person:` r-)V- _ ,-,1„i•- Title:UP Phone ..'Im e 1 WrA Fax: Email: Property Owner Information Streets City, State Zip:6,n , ebr,qr)\ ° 4sb Phone: Resident of property? : r D Contractor Information Nam Phone: ' t t Y • ` j 4 6 Street: ar; -ci o `C j Fax: City, State Zip: State License No.ci 8 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company.Qj2(pAC-e L& Mortgage Lender: Address: 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 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: 5`" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application o ` 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 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 done in compliance with all applicable laws regulating construction and zoning. Si ature of Owner/Agent Date L l s° G W I l) G 'r s Print Owner/Agent's Name 1, lol Signature of Notary -State of Florida Date ttvAt* 01 SLAINP SPOEKER WIOFS „imh 3, 2020 bi RCdAa 50MM %u &S *tNotaySeni= Owner/Agent is ' V Personally Known to Me or Produced ID Type of M Signature of Contractor/Agent Date Print Contractor/Agent'sName v P-MA20, (o -1- Signature of Notary -State of Florida Date gyp, !Wy PLt. P. EL41NE SROEKER My COMMISSION # FF 963471 EXPIRES; March 3, 2020V, Nt t &+ndeit ThM 8W_Wt *Wy services 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 10/2/2016 Invoice 0000037 American Homes Roofing Inc. RC29027427 American Homes Roofing Inc. RC29027427 1465 Grove St Apopka,Fl 32703 Lisa Williams Mellonville Sanford,Fl Invoice # Invoice Date Due Date INVOICE 0000037 09/26/2016 09/26/2016 Item Description Unit Price Quantity Amount Service Repair all the rotten wood,dry in with the cooler synethic 12000.00 1.00 12,000.00 felt and go over the roof with new gals-aluim metal panels, rotten wood extra. Product NOTES: 10 yr guarteed on labor, partial at the start of the jobrforr-m_at r\iall,,1Q^1(nQJL" signature: ------------ r'nntrmrfnr cinnnt ro• __c JL 11.L - Jl_ VL.d.cY2—___-_____-- Subtotal 12,000.00 Total 12, 000.00 Amount Paid 0.00 Balance Due $12,000.00 http://www.aynax.com/printlnvoice.php 1/1 eII : n r'k , cr€ rrzxr floirda . DP*Wt0f BCIS Home I Login User Registration Hot Topics Submit Surcharge Stats&Fads Publications Fa Submitt BCISSite Map !mks j Search usines ProfessiIProduct Approval USER: Public User Regulation IR MI. ProductApproval Menu > Product or Application Search > Application Us t > Application Detail FL # FL16543 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/ Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 215) 274- 2350 Steven-T. Lawrey@saint-gobain.com Authorized Signature Steven Lawrey Steven.T. Lawrey@saint-gobain.com Technical Representative Mark Hamer Address/Phone/ Email 1400 Union Meeting Road P.O. Box 1100 Blue Bell, PA 19422 215) 274- 2443 Mark. D. Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/ Email Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer w Evaluation Report - Hardcopy Received 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 Robert Nienlinen PE-59166 Intertek Testing Services NA Inc. - ETL/Wamock Hersey 07/29/ 2014 John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received EL16543 RO COT Trinity ERD CI Nieminen 2013 Ddf 1507.2. 3 1507.3. 3 1507.5. 3 1S07.7. 3 1507.8. 3 1507.9. 3 1507.9. 5 floridabuilding.org/ pr/Pr_jappjo.asp)Oparanr-=wGEVXQvADq tiq q u2w9/o2bnFg UC6B,662bZrjGal InPq CRAM FfLJ3M2b%2bNPa4og %3d%3d 1/2 11/6/13 Florida Building Code ONine roduct Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/16/2012 06/19/2012 06/24/2012 08/07/2012 FL # Model, Number or Description Name 15692.1 CertainTeed Synthetic Roof underlayments Underiayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5692 RO II er061612FINAL CERTAINTEED SYNTHETIC UNDERLAYMENTS FL35692.pdf Verified By: Robert Nieminen PE-59166ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Refer to ER Section 5 for Limits FL15692 RO AE er061612FINAL CERTAINTEED SYNTHETIC UNDERLAYMENTS FL15692.Ddf Created by Independent Third Party: YesofUse. 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 Chapter45S, F.S., please dick here . Product Approval Accepts: credit gar ` 1 1 :. _'-.SAFE floridabuilding.org/pr/pr_appjU.asp)Oparam=wGEVXQYADq %utH8j 1pVzpH3pAuHy1Wmoaw1qq PkTVuLYCg MTGllovP/o3d%3d 212 Locke BpW.d 9..Inc,. on, PE. Mid Florida Metal R fin ,Suppiy ..In FL 11671 9450 Alysbury Place 28328 County Road 561 MopjggmAL 36117 r1a.r1da 3277& Quality Assurarim Program: Keystone Certifications Category- Roofing Sub -Category: Metal Robfing. Method 1-D Code- FBC 2014 51h ed. 1; ;Sections : 15043 Z* 1.5,07-43, 15015.6, 1507.4.4, 1507.4,4, 1504.7 ipescd I ptj I on Su . bstrate Desi gn dollift, PressurW Fastenem: .. . . ........ .. . .. ... ... 1.6 Nail strip *A, 15/31" APA;plywood 59.75pd.6i6"o.c. Y.". tall rib Corrosion resittant:Fastened thru slot,. 16"width NonStructural. panel slot fastening slotted strip 10-13 GP 50 Rsi 1.01.0 psf snap lock Pancake Head Type A in panel slot Non -HVH2 6 Y." O.C.Slot sears spacing 10- 11 Eclipse Head Type A in the Pan of 1515psf @ Panel withY." min penetration through 6-3/4o. c plywood 12"O,c. pan spacing* 2 5 V Crimp W I5/32" APA plywood, 40800 @12"o.r. 3 8"rib Corrosion resistant #9'-IS.WoodZac" Width Grade C- D.: IS6,5 @6'o.c heightthru w/.Zachead ,w/sealing washe(,.qr 50 ksi Non. Structural Impanel rib fastened approved equal thru panel rib. Non-HVHZ Vmin penetration through plywood. 3 RIBImin" 29GA 1x4 No. 2 SYP wood 93.5 fastening YV tall rib COftsign resistant. #1016 Woodgrip over 1x4 wood purlins ovet15/32" pattern 9'-9"-9" at thruf4stened w/sealing washer or approved equal thru purlins over 15/3Z?` APA plywood 24' o. c, spadng, panel rib. plywood Wood porlins fastened 116.00sffastOing W min penetration through plywood. 80 ks) to plywood w/min. pattern.6.5" W,widt;h 8x2-1/2", AePk5crew Non-HVHZ 1.2'o.c. maxspadng.: fastening at 24"6.c. Non Structural A RIB min. 119GA 4=IN64- SYP*ood 93.Spsf fastening W tall rib at Corrosion resistant. #10=16 Woodgrip* over 1x4. wood purlins over (!),layer pattern 9"-9"-9" at 9" o.c. thru w/sealing washer or approved equal thru purlins over shingles over 15/32" 24o.6. spacing fastened pariel.rib. shingles over. APAZplywo9d 116.00sffastening Y. min penetration through plywood. 15/32 "' plywood' Wood purlins fastened pattern 6.5'.'w-2.5"- 80 kst to plywood w/min, S "rZ.5"rfiS' 36" width 8X2-1/2" deck screw fasteningat20b.c. Non-HVHZ 12*Vc.max spacing.. Non Structural Rib min. 2,9GA 15/ I r,APA plywood, 11.'Opsf fastening tall rib at; Corrosion resistant,. #10-16 Woodgripl: 36" coverage Grade C=D. pattern 9"_,9`-9" at 5i"o-.c. thru w/sealiniz washer or . roved equal thru 0 ksi Non.Structural 24'Vc, espacing; fastened panel rib. Non-HVH.Z, 4 0 8 . 5 p sf fastening YV' min penetration through plywood. 6 RIB min. 296A Layer of asphkl over shingjes.,Ovdr shingles ov6r,,l-! 15/32" plywood APA plywood, SOksi Grade t7M. 36" width: Non: Structural Non-HVHZ Page 1 of 2 pattern 5, 5"-2, 5'- 61. 51"-2.5"-615" fastening at 24'c,.c. 71. 0psf fastening YO tall r. il pattern 9"41"-9" at 9' o.c. tl 24"o.c. spacing fastened 108, 5psf fastening• pattern 6.5"- 2.5'- fastening at 24"o.c. Corrosion resistant: #10-16 W90grip w/ soaling washer or approvedequalthru panel rib. i:ibnetration through plywood. EorceEngineering-&Testing,(TST-5338) 02=0314T-06 UL.580-941/1897-982} (20061/20042) Farabaugh Engineering & Testing (TST-1654), T158-07 TAS' 100-1945 Force Engineering&Testing (TST-5328)' 194-0135T-07€-G, UL580-941/1897-982):(2006r/20042). Farabaugh Engineering &Testing (TST-1654) T130-07 US,,100=1995' Force Engineering & Testing (TST-5328), 194-0135T-07' U1.;580-94VI897-98?') (20061/2004?t Force Engineering&TestIq,(TST-5328} 4194-0134T IN: FM 4471-95 (19920,f Force Engineering.& Testing (7ST 5328) 194-0135T4076 UL S80 941/1897 98z) (20061/20042) Force Engineering & Testing (T5T 5328) 19.4 0134T=11A FM`4471-95 (19923 ).. Force Engineering &;Testing,.(TST-5328) 194-0135T-07C-D UL 580-94T/1897-98?):.(,20061120042), Forcer Engfnee ring'&Tesfing:(TZ$328). 194-0134T-11A FN14471-95 (199P). Force Engineering&;Testing (TST-5328); 19.4-0255T.09X UL 58,0-W/1897-982 )' (20061/20044 Force. Engineering &'Testing:(TST=5328) 19.4-0134T•.11A FM 4471=95 ;(19923%). I: The UL580 94 te5t standar Ore equtvalent to the Ui38f1 Ob test sto»dnrd 2. The UL1897 9g. &st'sta'A,ddrdsarg equivalent to the UL1997-04 test standard: I . The F.M4471-2095,'t"eststandards are' equivalent. to the FM 4471.1992'test standard, Limitations:: 1. U:nderlayment to be.compliance w.9th current' Florida Building Code. 2. Minimum.slope to 4e in compliance with Florida Building Code 2014; and in,accordance;witkManufacturees installation reference. 3. Products are,compliantforS.tate of Florida product'approval per Rule 61G20-3 4. Compliance Method: 1-D 5 . Fire class.iflcatiop is not part of this acceptance:, 6'..: Shear dia:phragrnValues are outside this report. 7.. Alf support framing to be incompliance with: FloridaBuilding Code 2014., Chapter 22 Steel, Chapter 23 Wood and Chapter16 St" ruetural Loading.. B. This report does -not imply. warranty; installation, recommended product use outside of this report, Compliance Statement;' These products herein evalWed.,by: Locke Bowden, R.E,'have demonstrated compliance with,. the Florida; Building,,Code:2014 with referenced documents submitted. Certifllcat-:of Independence Locke Bowden, P:E: does not have,: not will acquire::a ;financial'interest in any company manufactUhrig o.r disteibu..ting: prod"ucts, tinder th'is.evatuation.; Locke Bowden, P.E is not owned, operated or controlled by any company manufacturing or distributing products under this report: Page , of 2 Mid Florida Metal Roofing Supply Qetails-No»-WK 10 Nail Strip 24GA Fastened thru slot; #10-13 GP Pancake Bead Type,A in Panel Slot 1.Q711 Eclipse Head Type Ain the Pan of Panel with YV min penetration through plywood 4 5 V Crimp 26GA and 29GA Min: 9-15 WoodZac* w/ Zap.head w/sealingwasher or approved equalthru panel rib. 1" min penetration through plywa'oct: Rib Panel 260A and 29GA (min.) Panel over 1x4 purlins over 15/32, plywood -thru fasten. with #10-16 Woodgrip® w/sealing washer or approved equal thru: rib panel. Panel over 1x4 over (1) layer.shingles over 15/32" plywood -thru fastened w/#10-16 Woodgrio'P w/sealing washer or approved equal thru panel; Panel over 15/32" plywood71hru fasten With #10716 WoodgripO w/sealing washer or'approved equal thru panel rib. Panel over (.1} layer shingles and over 15/32" plywood-thru fasten with #10-16 WoodgripO w/searing washer or approved equal thru panel nb: i 6" t Locke Bowden, P.E. 9450 Alysbury Place' Montgomery, AL 36117' Reference fL 8319.1 Letter of Clarification To whom it may concern, FL'8319.1 Mid Florida Metal Roofing"Supply/Supplies AG Rib 29GA panel has approved testing for Roof Deck category over 1x4 SYP No.2 wood purlins (as open framing), as referenced in evaluation report under Description column and on Test Report # FAE-008-02-01, per ASTM E 1592-05 by PRI Construction Materials Technologies (TST 5878) 1x4 SYP wood purlins to be applied over 15/32" rds, NO, Fl. # 49704 QUALITY INSPECTION FORM 3.6 Inspector Date: In Progress Inspection Final Inspection Coil Tag # WO# YES NO Panel type & au a match WO of Panels and Length match WO Color matches WO request No Wavy edges a) No White Rust / Red Rust b) No twists or crown c No center buckle d) No dents / scratches Requires FL Product approval Primary Coil used Panel Width matches machinery facto spec's Rib HEIGHT matches machinery facto spec's Rib WIDTH matches machinery facto spec's STIRATION matches machinery facto spec's Rib SPACING matches machinery facto spec's WASTE Footage AG- Multi -Rib = coverage 36", MJ Rib Ht .75" MN Rib Ht .130" Spacing 9", Rib width 1.75" PBR/R = Cvrg 36", MJ Rib Ht 1.26", MN Rib Ht. 1875" Spacing 12, Rib width 3.4895" Standing Seam 1 "NS = coverage 16", Ht 1 ", Lap side ht .748 Rib space .394 5V Crimp = coverage 24", MJ Rib Ht .375" Rib Width 7/8" Lucke"'Soutiden,.P.E Mid Florida Metal Roofing" Supply; Inc., FL 8319, 945,0 Alysbury Place 28328 County Road 561 Quality Assurance r PBEi 0 36" width: 80"ksi Non-HVHZ, Tavares -Florida, 32778 n: " Keystone Certifications Category: Structural Comporients Sub -+Category: "Roof Deck' 2014 St' ed.; Sections: 1504 3.2, 1507.43. 1504.7 , Structural application Designed in compliance with FBC 2014 pattern 12"-12"- 12"@5'-0'o.c: 60 psf'faste .ring pattern 12 12"-12"` 2 AgAiB min. 29GA 1x4 No;2 SYP wood 105 psf thru• over 3x4'woad-; puffins over 15/32" fastening-at.24"o:c: puriins"min, hlo. 2 APA plywood Wood spacing. s southern Pine' puril ' fastened'to Fasterier designed by pOOrs) plywood w/min; embe4 ment into 8x2-1/2" deck screw purlins no less than . off86. ksi•-. r leO.C.mak spacing. Y4" 3e width Structural application Non-HVHZ Designed"in compliance. ' With FBC 2014 design:Pressures"indudessafety factor=2.0 eferences ret d- standard 1-1/4" Corrosion resistant;; tall rib 12-14`HWH SD with sealing washer at 12"' Or approved equal at 12"=12".42"" fastener o.c. " pattermfor interior supports Panel side laps fastened withX,44 x 7/8" TCP 1 with sealing Washer at 2(.Y' o.c Fastening pattern for panel ends` . Continuous tape seal slopes "less than 3:12 tall Corrosion resistant: #1278 x 1" HWH rib Woodgrlp® XG self -drilling screws with thru min.34" seallrig washers atsupports. fasten Panel side laps shall be through fastened with # 1/4-14x7/8" HWH selUdrilling screws wlth:self-sealing washers at max Force Engineering and Testing.(TST-5328) 4194-0134T418 FM:4471- 95. (199221 PRI Construction Materials Technologies ITST 5878) FAE-068-o2-01 ASTM E 1592-01 (200511). 1. The FlV14471-2;095'test staridards.ore equfvate6 'the FM 4471 3992 test standard. 2 ASTM. F 1592-02 test standd rds. vre equ vatent"to ASTM E 1592-05: " Limitations: 1. UnderlaVment to,be compliance with current Florida Building Code 2. Minimum slope to be fn"cia. pliance 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 Sheardiaphragm values are_outsid,e,ah sreport.. 7. All support framing to be.in:compliance with 1=lorida" Building Code 2014, Chapter 22 Steel, Chapter23 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;haVbj not.wiill acquire a financia'1 interest in any company manufacturing or distributing products under this evaluation..ttt.rtrimrxryr i Locke Bowden, P.E. is not.owned, operated or controlled by any company manufacturing or,.!4 . r;[;nder:this report... QUALITY INSPECTION FORM 3.6 Inspector Date: In Progress Inspection Final Inspection Coil Tag # WO# YES NO Panel type & gauge match WO of Panels and Length match WO - Color matches WO request No Wavy edges a) No White Rust / Red Rust b) No twists or crown c) No center buckle d) No dents / scratches Requires FL Product approval Primary Coil used Panel Width matches machinery facto spec's Rib HEIGHT matches machinery facto spec's Rib WIDTH matches machinery facto spec's STIRATION matches machinery facto spec's Rib SPACING matches machinery facto spec's WASTE Footage AG- Multi -Rib = coverage 36", MJ Rib Ht .75" MN Rib Ht .130" Spacing 9", Rib width 1.75" PBR/R = Cvrg 36", MJ Rib Ht 1.25", MN Rib Ht .1875" Spacing 12, Rib width 3.4895" Standing Seam 1"NS = coverage 16", Ht 1", Lap side ht .748 Rib space .394 5V Crimp = coverage 24", MJ Rib Ht .375" Rib Width 7/8" Midflorlda Metal Roofing Supply Details-Nora-WK-Structural Roof Deck _and 'Wall PBR Panel. 26GA over 9'6GA steel framing -Roof any# Wall -Non HVHZ Corrosion resistant:,#12-14 HWH SD:with sealing washer or approved equal; at 12"-22"-12" fastener pattern forinterior supports Panel . side laps fastened with'/a-14 x 7/8" TCP 1 with seating washer at 20" o.c, l asten ng pattern for panel ends 7"-5-7"-5"- ' s Continuoustape seal slopes less than 3:1Z Ag RIB morn.: 2.9GA-Won IHVHZ 1x4- M nirnurn No.2: Southern Pine (Designed by others); Fastenerembedmentinto wood purlins no, less than %" Corrosion resistant: # 1278 x 1" HWH Wpodgrip* XG self -drilling screws with rain. Y:" sealing washers at.supports. Parcel side' laps shall be thraugh`fastened w44`#1/4-14 x 7/8" HW H self -drilling screws with self-sealing washers at max 12" o.c. 2:12 or_greater; Slopes less than 3.12 shall follow F8C 2014 Section 1507 4.2 for sealing panel laps Coverage AreA: 36 Master Rib; Ton center . Rib fltight ,1 ' 6" QUALITY INSPECTION FORM 3.6 Inspector Date: In Progress Inspection Final Inspection Coil Tag # WO# YES NO Panel type & gauge match WO of Panels and Length match WO Color matches WO request No Wavy edges a) No White Rust / Red Rust b) No twists or crown c) No center buckle d) No dents / scratches Requires FL Product approval Primary Coil used Panel Width matches machinery facto spec's Rib HEIGHT matches machinery facto spec's Rib WIDTH matches machinery facto spec's STIRATION matches machinery facto spec's Rib SPACING matches machinery facto spec's WASTE Footage AG- Multi -Rib = coverage 36", MJ Rib Ht .75" MN Rib Ht .130" Spacing 9", Rib width 1.75" PBR/R = Cvrg 36", MJ Rib Ht 1.25", MN Rib Ht .1875" Spacing 12, Rib width 3.4895" Standing Seam 1" NS = coverage 16", Ht 1 ", Lap side ht .748 Rib space .394 5V Crimp = coverage 24", MJ Rib Ht .375" Rib Width 7/8" I PBR 26GAWaiII 16GA steel framing 42.5 psf fastening 1-1/4" tall rib Corrosion resistant;,; 36" width pattern 12".'42" .- at 12" O.c. 12-14 HWH SD with sealing washer 80 ksi Structural 12"@V 0`o.c. Qr approved equal at 12" Ndn-HVHZ Designed in compliance fastener pattern for interior supports'. With FBC.2014 60 psf fastening, Panel side laps fastened with.'/-14 x 7/8" pattern 12"-12"-lZ"' TGP 1.with sealing wash(( t:M0' O.C. @' S'-0"' Fastening pattern for panel ends 7"-577„-- S"4* Use:.lap Sealant for slopes less than 3 12 Force. Engineering 4 Testing (TST-5328): #194-0338T-06A,8 AsTM E ]5927,01 (26051) 1 ASTM E 1592-D1 test standa ds are equivalent fa,ASTMIEl .1542=115.. Limitations'' 1, Underlaymentto be; compliance with current Florida Buitding Code 2 Minimum slopeto 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 approvaC per Rule 61G20-3 4_ Compliance Method 1-D S. Fire classification is not part of this acceptance. 6: Shear diaphragm values are outsid -.0is report. 7 All support framing to be in compliance with Florida Building Code 2014,'Chapter 22 Steel, Chapter 23 Wood and Chapeer'16 Structural -Loading:. 8. Engineer must,evafuate the wall. panel attachmentto substrate for fastener pullout/pullover per ACSI Specifications. 9'1, This report does norimply warranty ,.installation, recommended product°use outside of this report:; Compliance Statement: These products herein evaluated,by Locke Bowden, P.E. have demo nstrated;compliance with the Florida Building C04e2014 with referenced documents submitted. Certificate of Independence Locke Bowden, P E Roes 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.. Locke Bowden, P.E. Reference FL 8319.1 9450 Alysbury Place Montgomery, AL 36117 Letter of Clarification To whom it may concern, FL 8319.1 Mid Florida Metal Roofing Supply/Supplies AG Rib 29GA panel has approved testing for Roof Deckcategoryover U4 SYP No. 2 wood.purlins (as open framing), as referenced in evaluation report under Description column and on Test Report # FAE-008-02-01, per ASTM E 1592-05 by PRI Construction Materials Technologies (TST 5878) Pffmits the ix4 SYP wood purlins to be applied over 15/32" plywood. Regards,: "' N 4`9704 Permit Number: Folio/Parcel ID #: Pr pared b : r Return to: NOTICE OF COMMENCEMENT MARYANNE HORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & CON!"TROLL.ER BK 5779 Pg 959 CLERK'S T 2016103440 RECORDED 10/03/2016 01:37:119 I'll RECORDING FEES $10.00 RECORDED BY hdevor•e State of Florida, County of Orange 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. 1. Description of pro erty (legal des nption of the property, and street address if, va abl) I 2. General description omprovement 3. Owner inform Lessee information if the Lessee contracted for the improvement Name .\ Addresss_ 0 ' c Interest in Property m Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Teleph one ,Nam ` umber l) Address 5. Surety (if applicable, a copy of the payment b nd attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided yy §713.13 a)7, lorida Statutes. tjkNanxe-x--,- 0-a e1-- 4. Telephone Number 8. In addition to himself or herself, owner ifesi%nates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 1 year from the 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 1, 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 BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office 2fl1 The foregoing instrument was acknowledged before me thie3 day of Loc— by LI UJ1 (1G m S mont ar name of person as )VQM4 for Type df authority, e.g., officer, trustee, attorney in fact Signature of Notary Public — State of Florida Name of party on behalf of whom instrument was executed Q Print, type, or stamp commissioned name of Notary Public rT rN Personally Known OR Produced ID gin, „.. Type of ID Produced Nilwr€u _ Wt ARr NNE HORSE ? 4 `' e'' • r I O TAND ' '^ COMP F t `g};g''V a: zf O C T o 00 2016 SEMI LE CO FL0 ! j L Fnrm rnntant rauicorl• n1/9Z/1d fly DEPUTY CLERK P, ELAINE BROEKER MY COMMISSION # FF 963471 EXPIRES, March 3, 2020 SOMM to BU*t Noon sery - Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ID t ( . \ I hereby name and appoint: an agent to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Et The specific permit and application for work Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: VC% State License Number: Signature of License Holder: STATE OF FLORIDA, COUNTY OF j e— M nQ L- The foregoing instrument was acknowledged before me this L_day of 200M , by k C Q -C- A- \ fi Ze Q who is personally known to me or o who has produced as identification and who did (did not) take an oath. Signature Notary Seal) _ - c i Print or type name P. ELMNE BROEKER MY COMMISSION # FF %U71 Notary Public - State ofEXPIRES: March 3,2020fPr140"Ov, Bor&anvueudgMNG ySe„j= Commission No. — q Lo 3 My Commission Expires: 3 Rev. 08.12) SCRA Parcel View: 31-19-31-504-0800-0040 Parcel: 31-19-31-504-0800-0040 Owner: WILLIAMS LISAw Property Address: oonrmELLowvuLeAVE aAwpono.pLozrn Parcel 31-19-31-504-0800-0040 Owner WILLIAMS LISA R Subdivision Name BEL-AIR SANFORD Tax District Sl-SANFORD Legal Description o50* opuOT4uw50 FToFuOTo oLxo p133pa79u79m lut: Q""""°y Values Values Valuation Method Cost/Market CosttMarket Number of Buildings 1 1 1000 Land Value (Market) 22,770 22,770 Land Value Ag Just/ Market Value 159,393 155,312 Portability Adj Save Our Homes Adj so so Assessed Value 159,393 155,312 Tax Amount without SOH: $3,160.81 2015 Tax Bill Amount $o'zoux1 Tax Estimator Save Our Homes Savings: $».»» TRIM Notice Help | Does NOT INCLUDE Non vwValorem Assessments | Taxing Authority Assessment Value ExemptValues Taxable Value Schools 159, 393 so 159,393 SJWMI(Saint Johns Water Management) 159,393 so 159,393 Sales Description Date Book Page Amount Qualified Vac/Imp Find Comparable Sales i Method Frontage Depth Units Units Price Land Value Building Information Is Bed/ Bath count incorrect? Click Here. uu 10/212016 ooPnParcel View: Year Built 'e Area TotaISF LivingSF ExtWall Adj Value RepI Value Appendages DescriptionAGtual/ Effective Fixtures Bed Bath Bas rea DescriptionAPAMILY BLOCK GARAGE 626. 00 FINISHED OPEN PORCH 48.00 FINISHED Permits ermit# Description Date Permit Date Extra Features i Description iYear Built Units Value I New Cost mtp:// ponm|uotai| 9315nwx80Ouuw> 2/2 t Residential Re -Roos 10 -11 g P HurricaneMitiationInspectionAffidavit Permit #: I; M'e '.'ief hereby acknowledge that I personally ins` ected U Roof deck nailing and/or L1 Secondary water barrier work ------- and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant tors.,, .; Section 837.06 F.S. Signature of Contractor Date Printed Name of Contractor License # License Type: General Building Residential C3'Roofmg Contractor I or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S 0_m ! /I a 60 Sworn to (or affirmed) and subscribed before me this C'*y\ day of Q 20 t U , by L e - a Y'_, who is ?'Personally Known to me or has Produced (type of identi cation) as identification. l ( SEAL) Signature of Notary Public State of Florida ,! , P. EWNE 13ROEKER V P Z ( ' * . * W COMMISSION # FF 963471 Print/ Type/Stamp Name ; o EXPIRES: March 3, 2020 of Notary Public of 11 80nWr ,BUd0WWyS.A. 3