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HomeMy WebLinkAbout911 Magnolia Ave (2)Job Addre Parcel ID: CITY OF SANFORD BUILDING &FIRE PREVENTION JAN 2 PERMIT APPLICATION BY. Application No: Documented Construction Value: $ T ,—/ ss: Historic District: Yes E, Ko O — 00 ResidentiaKCommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ikDo Plan Review Contact Person: Title: Phone• 7.-9Y12_ CiOPc: Email: ! Property Owner Information L Name G7 'Y' c l/ Phone: Street: Resident of property? City, State' Zip:'_L- Contractor Information Name 6/ Phone: 2— Street: /1 f3 r' i i'C Fax: City, State Zip: 72% State License No.: 4!2,—C_ Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: 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: 51 Edition (2014) Florida Building Code q Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictiohs-applicable to'dhis property that may be found in the public records of this county, and there may be additional permits required from other govemi rental entities such as water management districts, state agencies, or federal agencies. dF Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. ss 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 toyourpermit 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID 11 Sig ature of No ry-State of Florida Date c; p'•;'>y DEBBIEBLANTON J2 MY C(IMMISSION # FF 178648 EXPIRES: February 25, 2019 n P' Bonded Thor NotM Public Underwriters Contractor/ Agent is Personally1Known 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 APPROVALS: ZONING: ' 19.2D16 UTILITIES: ENGINEERING: WTI" Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 11' I- ' COMMENTS: - PER- ++PL, COFtk Qiu 522_ Zb14I! eXTEMD-ob U IUTT 1. (.12 . 2p 1(v . 0 Revised: June 30, 2015 Permit Application W-_.A• "'C+"ra'w:.rF.i +M.»..6fi.wr'++wn•wua+<5l y4,.htirly4!' 0•.r+.:::aY .7/'t ' W'v y Masimo Construction, Inc. Imasimo Construction, Inc. ' Roofing Contract/Proposal Address: 1049 Blackwood Street t Altamonte Springs, FL32701 Phone: , (407) 922.0500, ' State -Certified Roofing Contractor - CCC1328033 State -Certified General Contractor - CG_ C1509549 . Brad Pollack, Contractor C Customer Name: Address: Houle phone: 41 SPECIFICATIONS , - Remove roof to existing deck layers. O' Each additional layer$ 1Sq. (10&Sq:Ft,) . i,Q1Ro-hail existing deck to moot uplift codes. WInstall metal drip edge around gtlri'meter of roof. Install lead boots to pipes 1'/V • 2" r 3" altistali Gooseneck vents•4" P-Hurricane Mitigation Retrofit -$ ' C] Apply ASTM 30#Felt Paper I ood dock:, Apply Sq. FL o METALiS INGLESIT S SIFLQT 0 Style of roofto be inst li // r•TT Color: Manufacturer of roofing.syatem: E7 nstall ridge vent along peak of roof: Addt'I: Additional charges of$70 persheet-If To ftinilph material and labor insurance Co. Adjuster: Claim # Phone: P. O.4040 Date: it A Citylsll: I4 IP: / _ r Work Phone: OTHER PROPERTY CONDITIONS iceAVater Shhdd Yes Ro , Existing• Wator Damage - Yos No Existing Driveway Damage —Yes No Skylights: . Leaks: Interior Damage: Emergency Repair Yes No O Tapered insulation Yes No, WORK INCLUDES: Remove trash from roof, gutters and yard. protect landscaping whore applicable, Roli yard with magnetic roller. Furnish permit 2yearwerranty ecking. replacement Is needed which Is only visible upon tear -off existing roofing materials. WE PROPOSE In accordance with specifications above for the sum of $ IAL INS I RUCTlO S: :PAYMENT SCHEDULE - , 50% DOWN PAYMENT PRIOR TO ORDERING MATERIALS PAYMENT ' LLII'ON,C014IPLE7'ION• EARNEST DEPOJSIT:' r-r $' 500.00 la • $1000.00 $ DOWN PAYMENT.$ ;. rL I INAi PAYMENT S, TOTAL ACCEPTANCt OF'.,A.GRCE:MI+;N'T This agreement'is subject to insurance company approval and does not obligate the homeowner or Masimo Construction, Inc, in any way unless it is hpproVed by the Insurance company and accepted by Masimo Construction, Inc: By signing1lits agreement you authorize us to negotiate the repairs at a price agreeable to the insurance company. -and Masimo Construction, Inc. at NO'ADDI.TIONAL COST TO YOU. EKCEPT FOR THE INSURANCE DED-UCT113LE AND AS PROVIDED ELSEWHERE iN THIS AGREEMENT. The Sinai price agreed on between the insurance company and Masimo Construction, Inc. shall become the final contract price and Masimo Construction, Inc. will receive all insurance proceeds for tho work completed by Masimo Construction; Inc: " THREE' DAYRIGHT OF RESCISSION THIS WRITTE _ REEM T HEREBY SERVES, AS NOTICE THAT I MAY CANCEL THIS AGREEMENT AT E P TO MtDNiGHT OF THE'THIRD BUSINESS DAY AFTER THE DATE gam F THiS AGREEMENT. C Owner Signature Date. •200— Sales Rep:'f J Accepted by Masi Construction, InedRepresentative X - Insurance Carrier Claim No: Events beyond the control of Masimo Construction, Inc. may cause delays to the projected start date or estimated time of completion. Subh delays r do not constitute abandonment and are not included in -calculating time frames for payment or performance. THE TERMS AND CONDITIONS ON . THE REVERSE' SIDE OF THiS PAGE AREA PART OF THIS AGREEMENT WHITE - HOMEOWNERS COPY YELLOW - SALESMANS COPY, PINK - OFFICE COPY ' a___ _.-._._._._._._'_-_/- tl------'k_''';,_ 'FYI ,. fix., - .. • This contract'and any, agreement made. pursuant thereto is between Masimo Construction, Inc. hereinafter referred to as the - Contractor; and the customers) named herein on the reverse side will be subject to all appropriate. laws; regulations and ordinances of the State of, Florida and upon the following items and conditions. 1. All con#racts are subject to approval of our ,credit department and office without exceptions. The. person .executln'9 this r contract must obtain the approval ofthe officer of the Contractor for this contract to be effective under any. conditions. 2. SHOULD DEFAULT -BE MADE IN PAYMENT OF THIS CONTRACT, CHARGES SHALL BE ADDED FROM THE DATE THEREOF I AT A RATE OF ONE AND ONE'HALF (114) PERCENT PER MONTH (18% PER ANNUM) WITH A MINIMUM CHARGE OF' $2.00 PER MONTH, -AND IF PLACED IN THE HANDS OF ATTORNEY FOR COLLECTION, ALLATTORNEY FEES AND LEGAL AND. FILiNG`FEES SHALL BE PAID BY. CUSTOMER ACCEPTING-SAID'"CONTRACT. 3. The Contractor shall have no responsibility for damages from rain, fire; tornado, windstorm; or other,perils,.as Is normally contemplated -to be.covered' by HOMEOWNERS INSURANCE or BUSINESS RISK INSURANCE: or uniess a specified' -written agreement is made• therefore prior to commencemeht of the work. 4. The quotation on'tfie face hereof does not include expenses .or charges• for bond insurance premiums or costs beyond normal insurance ,coverage. and any such additional, expenses, premiums or costs shall be added to the amount of the contract. 5. Repiaceriient,of.deteriorated "decking, fascia boards, roof jacks, ventilators, flashing or -other material unless otherwise. STATED IN THIS CONTRACT, are NOT INCLUDED and will be charged as an extra on a time and material basis. 6. This proposal will expi're•30.days from the date accepted unless extended in writing by the Contractor. After thirty{30}days, the Contractor reserves the right to revise our price.in accordance with the costs in effect at the time. ' s 7. The Contractor shall not be liable .forfailure of performance due to labor controversies, strikes,.frres, weather] and lnability to obtain materlais'frOM, usual sources, or any other circumstance Beyond the cohtrol of the Contractor, whether of a similar or dissimilar nature: 8. , If' roofing and sheet.metal :work is Involved,1t is understood -and agreed to. that our standard roof guarantee, a copy of which is available in ou`r office, shall be acceptable and that all terms and provisions thereirr shall prevail, unles's otherwise_. specifically agreed to in writing prior,to the commencement -of the work. 9. The Contractor Is not resporsible for any:damage on or below theroof due to leaks ,by excessive. wind driven rain, tee or hall,,. during the. period of -the warranty. EXCESSIVE WIND IS 50 MPH OR GREATER. THE WARRANTY IS NONTRANSFERABLE. ' 10. if material: has to be reordered :or restocked because of a cancellation by the customer, there will be a RESTOCKING FEE equal to fifteen (16) PERCPK*t of the contract price as liquidated damages, not. as a penalty,, arid the Contractor agrees to accept such -as a reasonable•and just compensation for said cancellation.. 11.: This contractor warranty shall, not be assigned except by or with written`permission of the Contractor, - 12. IF —THIS CONTRACT CANCELLED BY'CUSTOMER LATER THAN THREE (3),DAYS FROM EXECUTION; the customer shall_ pay to the Contractd0afteen (16) percent of the contract price as liquidated damages, not as a penalty, and the Contractor . agrees to accept such as.a reasonable and just compensation for said cancellation. i3. THISCONTRACT CANNOT•BE CANCELLED ONCE'WORWIS COMMENCED EXCEPT BY MUTUAL WRITTEN AGREEMENT OF T.HE .PARTIES. c; 14. PAYMENT ARRANGEMENTS ARE TO BE AGREED UPON ON THE FRONT OF THIS CONTRACT. Other arrangements must be discussed with credit manager. = „, 15, If any_ provision of this, contract should be held io be'invalid or unenforceable, the validity and enforceability of the rerriaining provisions of this contract shall not 6e aff_ected'thereby. 16. ANY REPRESENTATIONS;STATEMENTS, OROTHERCOMMUNICATIONS,NOTWRITTENONTHIS CONTRACTAREAC3REED TO BE IMMATERIAL, and not railed on'by either party, and do not survive the execution of the *contract. 17. The, maximum. liability for the Contractor shall' be'the original cost of. labor,and materials for the repair which customer agrees shall be a liquidated sum, under any event default of Contractor. herein.. 18. - During the duration of the work the homeowner's insurance will be responsible for any interior damage as long as the Contractor has taken appropriate=action to.protect the roof during the, repair of the roof. 19. If there are any solar panels on'the roof, the Contractor will not be responsible for damage during the repair, so homeowner agrees .to have a solar- panel cornpany take the•appropriate action if necessary. 20. The Contractor is not responsible for.the construction problems of•your home. if pointed out and Contractor is notified,,we Will try to assist you on correcting them on a time and material basis. 21, Total balance must be,paid upon job completion. Completion does.not.entail final inspection. . 111111(1813111 U81111111M 1111111111190 B1111911 THIS INSTRUME T PREP RED BY: Name: o Address cs _ L o% i 4 NOTICE OF COMMENCEMENT 041F.Y 1,111E 110R: E, .`-,'EM IHOLE C:OUI4TY i. 'Z CIRCUIT COURT & C.'OMP T ROLLER BK 9621 F's 52 (!Po -a: CLERK'S v 2016008346 RECOMED 01 / 25/2i_•(16 02.12M6 F11 Cy:r'nr.-r!T&1% r [:c ;t-ili rtii RECORDED BY ndleavorra Permit Number: Parcel ID Number:- The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement. 1. DES CRIPTIONAF PROPERTY: (Legynl descripAon of the property and 2. GENERAL DESCRIPTION OF IMPROVEMENT: 1G U G" 3. OWNER INFORMATIOPDR L SSEE INFORMATION IF THE LESSEE CON RACTED QR THE MPROVEMENT: Name and address: 7 O Interest in property: ii I'vn ,ram Fee Simple Title Holder (if other than owner listed above) Name: 4. S. SURETY (If applicable, a copy of the payment bond is attached): 6. LENDER: Address: Phone Number. Phone Number. Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section713.13(1)(a)7., Florida Statutes. , 8. in addition, Owner designates to receive a copy of the Lienor's Notice as provided in Phone Number. Of 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. . Under penalt' f e ' , I decl t t I have read the foregoing and that the facts stated i are true to the be o y knowledge andbelief. Signature of Own essee, or Owner's or Lessee's (Print Name and Pro" g atory's Tille/O ice) Authorized Officer/Director/Partner/Manager) State of T1D1"—rj'/o County of Ty foregoing instrument wa ckno Name of person who has produced identificatio'o before me this of identification w" • MICHf1LE R HELLER rs Commission t FF 911458 i- - • Ex res August 28, 2019 BWidltaT F:i11[4M1893938 10I day of / n u Who is personally known to me 0 OR r Notary. Sig RTIFIEDCOPY —,GAP% yhr)1EMC•R,i? LERI(OFT11t IRCUI OU.ITAPiii i7 5FM{I 7OLELit) l i C {' •''t:• :v'•'''°h^ APT aY_- — L,— DE9LiP1, CLEPK fSCPA Parcel View: 25-19-30-5AG- 1102-0 100 Page 1 of 2 ip PPRAISER NVOLECOUNTY.FLaRIDA Property Record Card Parcel: 25-19-30-5AG-110 2-0100 Owner: OWENS SUSAN E & PETER Property Address: 911 MAGNOLIA AVE SANFORD, FL 32771-2627 Parcel: 25-19-30-5AG-1102-0100 Property Address: 911 MAGNOLIA AVE Owner: OWENS SUSAN E & PETER Mailing: 911 S MAGNOLIA AVE SANFORD, FL 32771-2627 Subdivision Name: SANFORD TOWN OF Tax District: Si-SANFORD Exemptions: 00-HOMESTEAD (1994) DOR Use Code: 0102-SINGLE FAMILY - SANFORD HISTORICAL DISTRICT wwr;yoM mwa-.ram, ..itti: 4, Legal Description LOT 10 BLK 11 TR 2 TOWN OF SANFORD PB 1 PG 59 Taxes Value Summary I 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 155,265 150,526 Depreciated EXFT Value 950 _ 963- Land Value (Market) 13,5D0 13,500 Land Value Ag Just/Market Value j f $169,715 164,989 Portability Adj Save Our Homes Adj 49,983 46,089 Amendment 1 Adj 119,732 f 118,900AssessedValue Tax Amount without SOH: $2,536.40 2015 Tax Bill Amount $1,598.43 Tax Estimator Save Our Homes Savings: $937.97 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund i $119,732 50,0D0 i 69,732 Schools 119,732 j 25,0D0 f 94,732 City Sanford ____._...____...._.._.___ 119,732 50,000 69,732 S]WM(SaintJohns Water Management) 119,732 50,000 69,732 County Bonds I 119,732 1 50,000 69,732 Saba Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2004 05371 i 1177 61,100 j No I Improved WARRANTY DEED 7/1/1992 02451 0397 $73,0D0 ( Yes j Improved WARRANTY DEED 2/1/1990 02156 1790 62,0o0 Yes Improved WARRANTY DEED5/1/1989 02075 15i 00 $49,S00 IIYes ~~v Improved Find Comparable Sales within this Subdivision 1 Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50 1 117 0 j $270.00 $13,500 Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 1 1914/1980 9 1,150 1 2,502 2,388 1 ; $155,265 I $187,066 j http:// www.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AGI 1020100 1/24/2016 y . r+ _ SEMINOLE COUNTY MULTI%URISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: O I hereby n me and appoint: ,d 4 an agent of: Of 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): All permits and applications submitted by this contractor. JKOr The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder State License Number: Signature of License He STATE OF FL j % -/ COUNTY OF The for ing instrument was acknowledged before me this _day of e , 20—L,_, by ?VW who is personally known to me or who has produced as identification and who id (did not take an oath. j Signature of Notary ViE s Aurusi 2842i1?9 c am& K v - Print or type Notary name Notary Public - State of Commission No. My Commission Expires: ' II I I I I I I Florida Building Code Online RECORD COPY Page 1 of 4 tom.` • c - , . tI II- .. i' pal entc: Bets Home i Log In ;User Registration Ho[Topla Submit Surcharge : Stats & Facts = Publications ; FBC Staff : BCIS Site Map Unks : Search ' Business?, ProfessibrlaI Q,.1 Rj Product Approval a USER: Public User P_EOystAppr l l., av,, >?rodtM or AonitoGom-!Jgai5h Aeolkation ti& > Application Detail FL FL14645-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email 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) c REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER Z-F5- i(e DATE s Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 812) 218-7342 dstermer@metaisales.us.com David Stermer dstermer@metaisales.us.com SANFORD BUILDING DIVISION 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 OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. Roofing CONSTRUCTION OR VIOLATIONS OF THIS CODE Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavl, P.E. J. Validation Checklist - Hardcopy Received FL14645 R2 COI Certificatelndeoendence odf Standard Year v 1 DUyG FM 4470 1992 TAS 125 2003 SANFORD UL1897 UL 1897 1998 2004 OFOAR-o UL 580 1994 UL 580 2006 16-372 htt s://www.floridabuildin .or / r/ r a dtl.as x? aram=wGEVX wtD sw8ZVNfe8A... 1/28/2016PggPPPP_ P P Q q I 1 1 1' ' I A i Florida Building Code Online Page 2 of 4 1 Jr Equivalence of Product Standards Certifted By Florida Licensed Professional Engineer or Architect FL14645 R2 Eauiv TestEouivalentC2010 UL odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/31/2015 04/14/2015 04/18/2015 06/23/2015 Summary of Products FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plMood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R2 II Evaluation ReoortC2010 1.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE Eva luatlonRepgrtC20IQ l.ndf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 SV-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel Flat. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 FL14645 R2 11 EvaluatlonRep2rtC2010 2.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReoortC2010 2.pdf ox., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.3 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva IuationReoortC2010 3.adr Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReoortC2010 3.odf o.c., 74.8 psf at fastener spacing of 16" o.c. and 19675 psf at fastener spacing of 8" o.c. Created by Independent Third Party: Yes 14645-74-r—, "'' W " SVACrimp ='= ram."rho 'I`""iMln: 26;g 24" wide EhrougIffasteeed—oof pnelZv—er-^ min 15/32"'thick pljrvvoodde"ck'o"r 7/16" thick`OSB with fasteners -throw h_ anel rib. r Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-172.5 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. and 172.5 psf at fastener spacing of 6" o.c. FL14645 R2 AE Eva luationReoortC2010 4 odf Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 5.13df Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE Evaluation ReportC20 10 5.odf o.c. and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 Flgrida Building Code Online Page 3 of 4 14645.6 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R2 II Eva1uat1onReportC2010 6.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.05 Evaluation Reports Other: Uplift load of 41.55 psf at clip spacing of 36" FL14645 112 AE EvaluatlonReoortC2010 6.pdf o.c., 71.0 psf at clip spacing of 12" o.c. and 97.05 psf at clip spacing of 12" o.c. with sidelap adhesive. Created by Independent Third Party: Yes 14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam Iroof panel over min. 19/32" thick plywood deck Limits of Use Instructions Approved for use in HVHZ: No Installation FL14645 R2 11 Eva IuationReportC2010 7.odf Verified By: Bala Sockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-162.0 Evaluation Reports Other: Uplift load of 41.55 psf at clip spacing of 36" FL14645 R2 AE EvaluationReportC2010 7.odf o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf a Created by Independent Third Party: Yes clip spacing of 12" o.c. with support strap. 14645.8 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 8.pdf Verified By: Bala Sockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-133.9 Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R7. AE EvaluationReportC2010 8.pdf o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 Created by Independent Third Party: Yes psf at fastener spacing of 18" o.c. 14645.9 Classic Rlb Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Evaluation ReoortC2010 9.pdf Verified By: Bala Sockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-135.0 Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 9.pdf Created by Independent Third Party: Yeso.c. and 135 psf at fastener spacing of 6" o.c. 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick pi wood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 10.pdf Verified By: Bala Sockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReoortC2010 10.2df Created by Independent Third Party: Yeso.c. and 138.5 psf at fasteners acin of 12" o.c. 14645.11 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSS. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 11 EvaluationReportC2010 11.pdf Verified By: Bala Sockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.55 Evaluation Reports Other: Uplift load of 20.75 psf at fastener spacing of FL14645 R2 AE EvaluationReDartC2010 ii.odf Created by Independent Third Party: Yes24" o.c., 63.50 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. 14645.12 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over I min. 15/32" thick lywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 11 EvaluationReportC2010 12.pdf Verified By: Bala Sockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" FL14645 R2 AE EvaluationReportC2010 12.odf o.c. and 131.0 psf at fastener spacin of 6" o.c. Created by Independent Third Party: Yes 14645.13 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No I FL14645 R2 II EvaluationReoortC2010 13.Ddf Approved for use outside HVHZ: Yes Verified By: Baia Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" FL14645 R2 AE Eva luationReoortC2010 Mod io.c. and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 6.ick I Ncxt Contact Us :: 1940 North Monroe Street. Tallahassee F! 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 alfice by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Seaton 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 dick here . Product Approval Accepts: a :ti M sLti urit. vmj rRica' https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5T" EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.4-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3111 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C2010-4 Date: 3.27.15 a`o eeu etttii i e,,P •\C E N SF•y, o No 62240 e -0 r : 00 STATE OF •: 4ve oosX\ O R 1P• \=®ee of l ... • • U' eesS0L ,von tueeee o 3,3o;2ot5' FL 14645.4-R2 C2010-4 3.27.15 Page 2 of 3 Manufaciurer: - Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24" for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. Minimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. FL 14645.4-R2 C2010-4 3.27.15 Page 3 of 3 Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 SV-CRIMP SEE DETAIL 2 I / A& PANEL OVERLAP SEE DETAIL 1 s FASTENER AT PANEL FLAT REQUIRED FOR PANELfENDSONLY. 15 nuu x MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEETUNDERLAYMENT8dx2.5" LONG RING SHANK NAIL SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATIONSPACED 6" O.C. IN THE FIELDGUIDELINES AT EDGES 9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT DETAIL 1 9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT DETAIL 2 MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION 5V-CRIMP MIN 26 GA. DESIGN UPLIFT' PRESSURE FASTENER PRESSURE SPACING PSF) IN) 36 30.0 6 172.5 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS SV-CRIMP MIN RI GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) 0NO F NO NCO M L V) IN MJco K) I x o oO Ij L0 s 1 OF 1 Application For a Certificate of Appropriateness C1Hljj City of Sanford Historic Preservation Board I877= P.O. Box 1788 Sanford. Florida 32772-1788 Phone:407.688.5145 Fax:407.688.5141 Email: www.sariordfl.gov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at407.688.6146 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.6150 for more information. Failure to obtain a building permit may result in fines and/or double permit fees. ,; W 1. General Information Downtown Commercial Historic District Residential Historic District UIs this a retroactive request? Yes No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes ©ifSo Property Address: lr Property Owner Information Print Name: Mailing Address: i 7 Phone: < < Fax Email: — Signature: _ Print Name: Mailing Address: Phone: &:,; Signature: I certify that all Ynformation c Appl icant/Owner Signature: Sa ould you like to receive Email: accurate to the best of my knowledge. regarding Historic Preservation and Community Planning within your community? 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: North Site Improvements/Driveway/Walkway Storage Shed Replacement Windows or Doors Underskirting Yew Construction/Additions Paint EVRoofs/Gutters/Downspouts AC/Mechanical South East West Replacement Siding/Floor/Porch Signs/Awnings Fences/Gates/Pergolas Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work.For jprge project_an itemized list is required be . revers=e if necessar r n This certificate must be prominently displayed on the site when work is in prc a *** PLANNING AND DEVELOPMENT SERVICES DEPARTMENT WVVW.SANFORDFL.GOV MAILING ADDRESS May 21, 2014 CITY OF SANFORD POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 Peter and Susan Owens 0 911 S. Magnolia Avenue PHYSICALADDRESS Sanford, Florida 32771 CITY HALL 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 Re: Historic Preservation Board Certificate of Appropriateness Approval 911 S. Magnolia Avenue TELEPHONE 407.688.5140 Dear Property Owner: FACSIMILE At their meeting on May 20, 2014 the Historic Preservation Board (HPB) approved 407.688.5141 the request to change the roof material from shingles to metal at 911 Magnolia Avenue based on a finding that the proposed alterations are consistent with the purpose and intent CITY COMMISSION of Schedule S, and comply with the design guidelines in Schedule S. JEFFTRIPLETT The applicant is advised that any person aggrieved by a determination of the Board MAYOR may appeal such determination to the City Commission by filing a written appeal and MARK MCCARTY paying associated fees through the City Clerk's Office within thirty (30) calendar DISTRICT 1 days of the Board action. A building permit is required for the activity detailed above. Please contact the City of Sanford Building Department at 407.688.5150 forDR. VELMA H. WILLIAMS DISTRICT2 more information. RANDYJONES If you have any questions or concerns, please do not hesitate to contact me at DISTRICT 3 407.688.5145. PATTY MAHANY Sincerely, DISTRICT4 OACCITYMANAGER NORTON N. BONAPARTE, JR. Christine Dalton, AICP Historic Preservation Officer Community Planner TAHistoric Preservation Board\FY2013-2014\05.21.2014\PM2 - 911 S. Magnolia Avenue\Approval Letter.doc 9n&944 City of Sanford, Florida I I PM-2 HISTORIC PRESERVATION BOARD MEMORANDUM yonq MAY 21, 2014 AGENDA To: Historic Preservation Board PREPARED BY: Christine Dalton, Historic Preservation Office/Community Planner SUBMITTED BY: Christine Dalton, Historic Preservation Officer/Community Planner SUBJECT: Request for Approval to Change Roof Material from Shingles to Metal at 911 Magnolia Avenue THIS IS A QUASI-JUDICIAL MATTER AND, AS SUCH, REQUIRES DISCLOSURE OF ALL EX-PARTE COMMUNICATIONS, INVESTIGATIONS, SITE VISITS AND EXPERT OPINIONS REGARDING THIS MATTER. SYNOPSIS: A request to obtain approval to change roof material from shingles to metal at 911 Magnolia Avenue has been received. BACKGROUND: The project is located at 911 S. Magnolia Avenue in the Old Sanford Residential Historic District. The Seminole County Property Appraiser's website lists the year of construction as 1914 with alterations in 1980. The applicant has requested approval to change the roof material from shingles to 5v crimp galvalume metal roofing at 911 Magnolia Avenue. Schedule S states: The original roof shape and material of the principal and accessory buildings shall be retained if it is in good condition or repairable. (S-32) The existing roof is not original and is nearing the end of its life cycle Deteriorated roofing material shall be replaced with new material that is consistent with the style of the structure, and shall be similar to the existing or original roof in composition, size, shape and texture, except in the case of asbestos shingles, which may be replaced with new materials, such as fiberglass shingles, cement fiber tiles or shingles, or clay tiles that are similar to the original roofing. All shingles shall be architectural. S-32) The proposed metal roof is consistent with the architectural style of the building and will match the detached garage. RECOMMENDATION Staff recommends the HPB approve the request to change roof material from shingles to metal at 911 Magnolia Avenue based on a finding that the alterations are consistent with the purpose and intent of Schedule S, and comply with the design guidelines in Schedule S. ADDITIONAL COMMENTS OR RECOMMENDATIONS MAY BE PRESENTED BY STAFF AT THE MEETING. SUGGESTED MOTION: I move to (approve) (deny) (with conditions) (continue) the request to change roof material from shingles to metal at 911 Magnolia Avenue based on a finding that proposed alterations are (are not) consistent with the purpose and intent of Schedule S and complies (do not comply) with the specific design guidelines contained within Schedule S, as outlined in the above staff report." Attachments: Certificate of Appropriateness Application Photo of House with Existing Roof a Sri tr'f•Mr s4".irY' y: \ ; f_. ` r li', A .,.1 J `n.l '' jr n ' i i`;WJ` s yy` +:J t4 ',Y..Fr `!:+lr.;i r in, RY;L P.150 &, `1 l-/t`{F.'Jrif') T #'°, Lt.• 7..\ yr''r .rji 7 y1ygi 5t l'' " .`'. • r 1.. Y i P y. --` t'.., .ti.M ., -f+i: - r , nK . iY 4 3 T , iYti kY f I' ti' •-.ram qrr Yi` JL 2'` t . r" ,s • s"}eV. r" - ; FA `', c?` r CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: l la-39( I, Dalf IQ O( k hereby acknowledge that I personally inspected Q Roof2deck1nailing and(/orapSecondary water barrier work at ` 13 V `'y Iy 6 RQ I and have determined that the work Job Site Address) v 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 to Section 837.06 F.S.k1w O II III( Signature of Contractor Date we, : 15 P W I Printed Name of Contractor License # License Type: General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S orn to or affirmed) and subscribed before me this d day of I ' `l , 20 e , by TA ILT0,01 CY— , who is !QPersonally Known to me or has roduced (type of id e i cation) as identification. SEAL) Si ature of Notary Public St a of lorid "••*. JESSICA RUTH SMITH C i{i , _..••" = Commission # FF 917231 Print/ Type/Stamp Name ,;,,, ,Se pF mwm$ 1910 of Notary Public 3