Loading...
HomeMy WebLinkAbout911 Magnolia AveJob Addre Parcel ID CITY OF SANFORD CEO! "; BUILDING &FIRE PREVENTION JAN x Ib PERMIT APPLICATION Application No: Ap—'3% BY: Documented Construction Value: $ ! -76Q' 00 I ss: t Historic District: Yes ,, To O GO ResidentiaKCommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: oo Plan Review Contact Person: ' :fi-i h i4 1 Title: Email: L Property Owner Information Name Phone: 402-- 9` •— % A Street:Resident of property? , City, State' Zip:: - 7 Contractor Information A Name C Phone: ?— _ vr5-d Street: —ll;ld* Fax: City, State Zip: L0 4, 6- e- e rL 9;27,;7/ State License No.: Arch itecVEngineer 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 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 regulatingconstruction 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 1, ie' NOTICE: In addition to the requirements of this permit, there may be additional restrictions'applill - .! to<this property that may be found in the public records of this county, and there may be additional permits required from other govemxiental entities such as water management districts, state agencies, or federal agencies. f Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. t 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. 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 101 l Sig lure of No'dry-State of Florid Date DEBBIEBLANTON c = MY C041MI5SION S FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notay Public Underwriters Contractor/Agent is Personally Known jp 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: ' r U-M,6 UTILITIES: ENGINEERING: FIRE. Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 11' 1- ' COMMENTS: i PB C. % ISSUES Qy JZZ .2a I -X,r 1D b U Q-n 1. (.12 . Zp 1(v . Revised: June 30, 2015 Permit Application A-h S 4 Masimo Construction, Mnc. Masimo construction., Roofing Contractiproposal Address: 1049 Blackwood Street y' Altamonte Springs, FL 32701 Phone: . (407) 922.0500 State -Certified Roofing Contractor - CCC1328033 State -Certified General Contractor - CGC150954.8 Brad Pollack, Contractor Customer Name: J Address: A f Home Phone: SPECIFICATIONS , Cell: insurance Co. Adjuster: Claim #: Phone: P.O.4040 Date: 2L GitylState121P: r Work Phone: PROPERTY CONDITIONS Remove roof to existing deck layers. Cl tee/Water Shield Yes No Cl' Each additional!Slayer $ q. (100'9 Ft,) q- Fxiating•Wator'Damage Yes No lJ`Ro-hail existing deok to moot uplift codes. Existing Driveway Damage Yes No Install metal drip odge around ri'metee of roof, Skylights: _ Leaks: n Ci Install lead boots to pipes-11N1 — - 2n 31, Interior Damage: ErIgsiali Gooseneck vents•4" 10" A• V urricane Mitigation Retrofit f Emergency Repair Yes No K u Apply ASTM 30# Felt Paper i ood dock:, Tapered insulation WORK INCLUDES: Yes No O Apply Sq. FL o META"" INGLESIrlLEISHAKESIFT Q7 MlaRemove trash from roof, gutters and yard. Style of roofto be inst- protect landscaping whore applicable. Color:, Pkch: 0 Manufacturer of raofln s stem gyF'' Rol{ yard with magnetic railer. 01n, ridge aventalong peak of root: Addt1: Furnish permit J 2 year warranty Additional charges of $70 per shoet If decking replacement is needed which Is only visible upon tear -off existing roofing materials. WE PROPOSE to furnishimaterial and labor complete inaccordancewith speciticatigns above for the sum of $ rPAYM'CIAL INSTRUCTIO S: ENT SCHEDULE, - 50% DOWN PAYMENT PRIOR TO ORDERING MATER0ALS PAYMENT L'UPON- COMPLETION• Via' I EARNESTDEPOSIT:' qftSOO.00, • $1000.00 $ DOWN PAYMENT'$ I+ kNAL PAYMEIJT $ ,, (; 1y ToxAL $ C-00. v - .ACC + PTANCE 0F' A.GREEM]EN'T This agreemenris subject to insurant;&company approval and does not obligate the homeowner or Masimo Construction, Inc. in any way unless it is hppioVed by the insurance company and aceopted by Masimo Construction, Inc: By signing'this agreement you authorize us to negotiate the repairs at a price agreeable to the insurance company. -and Masimo Construction, Inc. at NO'ADDi_T10NAL COST TO YOU EXCEPT FOR THE INSURANCE DEDUCTIBLE AND AS PROVIDED ELSEWHERE iN THIS AGREEMENT The final price agreed on between the Insurance company and Masimo Construction, Inc. shall become the final contract price and Masimo Construction, Inc. will-recoive all insurance proceeds for the work completed by Masimo Construction; Inc: THREE'DAY`RIGHT OF RESCISSION THISAEREEM T HEREBY SERVES, AS NOTICE THAT I MAY CANCEL THIS = ' AGREEME`TO MIDNIGHT OF THE'THIRD BUSINESS DAYAFTERTHE DATE F THiS AGREEMENT. OwnerSignatur G O _ Date. - 2Q0_ Sales Rep.CfAccepted by Maepresentative X - s- Insurance Carrier Claim No''. Events beyond th. e control of Masimo Construction, Inc. may cause delays to the projected start data or estimated time of completion. Subh delays do not constitute abandonment and are not Included m•calculatmg time frames for payment or performance. THE TERMS AND CONDITIONS ON. . THE REVERSE SIDE OF THIS PAGE ARE APART OF THIS• AGREEMENT: WHITE • HOMEOWNERS COPY YELLOW ;$ALESMANS COPY, PINK • OFFICE COPY IL 1' .,' 1 • Y f ' .`N 1 . • Y . . . r, y t. ;.. t f • 1 r ). # "! - a"• r This contract and any agreement made, pursuant thereto is between Masimo Construction; Inc. hereinafter referred to as the - Contractor; and the customer(s)- named herein on the reverse side will be subject to all appropriate, laws; regulations and ordinances of the $tets of. Florida and upon the following Items and conditions. 1. All zonfracts are subject to approval of our credit department and office without exceptions. The person executing .this . 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 AT A RATE OF' ONE AND ONE'HALF (1%) PERCENT PER MONTH (18% PER ANNUM) WIT}, A MINIMUM' CHARGE OF' $2.00 ' PER.MONTH,'AND IF PLACED IN THE HANDS OF ATTORNEY FOR COLLECTION, ALL ATTORNEY FEES AND LEGAL AND, FILING` FEES SHALLBE PAID BY. CUSTOMER ACCEPTING-SAID"CONTRACT. 3. The Contractor shall have no responsibllity for damages from ralh,.fire; tornado, windstorm; or other,perils,-as is normally contemplated to be.coveredby HOMEOWNERS INSURANCE or BUSINESS RISK INSURANCE of unless a speclfied'-writteit agreement is made, therefore prior t-0 commencemeht of the work. 4. The quotation on Vie face hereof -does not Include expenses or chargesfor 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. S. Replacement . of.deterl0rated decking, fascia boards, ;roof jacks, ventiiators, flashing or -other material unless otherwise. STATED IN THiS CONTRACT, are NOT CL 1DE•D 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. • 7. The Contractor shall not'be liable -for failure of performance due to labor controversies, strikes,.firos, weather, and inability to obtain materials`frdnr, usyal sources, or any other circumstance beyond the control of the Contractor, whether of a similar, or dissimilar• nature: 8.. if• roofing and sheet metal work is Involved,'it is understood.and agreed to•that our standard roof guarantee, a copy of which is available in our office, shall be acceptable and that all terms -and provisions thereirrshall prevail, unles's otherwise_. specifically agreed, to in writing priortd the commencement of the work. 9. The Contractor Is not responsible for any:damage on or below the -roof due to leaks by excessive, wind driven rain, ice or. hai I , 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 e cancellatidn by the customer, there will be a RESTOCKING FEE equal to fifteen (15) PERCIeNT of the contract price as liquidated damages, not as a penalty,• arid the Contractor agrees to accept such as areasonable and"just compensation for said cancellation.. 11., This contract or warranty shall- not be assigned except by, or with written'permission of the Contractor, - 12. IF' THiS CONTRACT CANCELLED 6Y'0US'T'0MER LATER THAN THREE (3),DAYS FROM EXECUTION, the customer shall pay to the Contracfd0riifteeri (15) 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 fof said cancellation. 13. THIS CONTRACT CANNOT -BE CANCELLED ONCE'WORK-IS COMMENCED EXCEPT BY MUTUAL WRITTEN AGREEMENT OF THE PARTIES. 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 thi& contract' should be held to be invalid or unenforceable, the validity and enforceability of the remaining provisions of this contract shall not 6'e affected'thereby. = 10. ANY REPRESENTATIONS;STATEMENTS, OROTHERCOMMUNiCATiONS,NOTWRITTENONTHIS CONTRACTAREAGREED TO Biz- IMMATERIAL, and not relied 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 Cohtractor will not be responsible for damage during the repair, so homeowner agrees to have a solar panel company take the•appropriate action if necessary. 20. The Contractor is riot responsible for.the construction problems of,your home. If pointed out and Contractor is riotified,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 doesnot.entail final inspection. . 1111 111911111 Ifl1l11111l5l 11111111911111 H1111111 THIS INSTRUMEkTPREP. RED BY: Name• Address• r i , i fJ NOTICE OF COMMENCEMENT Hr1RNIA(' NE MOR: E, SE!'fMOLE S OUHTY ERK OF CIRCUIT COURT & C'OlIPTROLLER CLERK'S 10 201L O8346 RECORDED 01/ /201c, 02:12 5= b PPI RF.C:O :DTWG FEES $10.00 4FC:Oli()E BY iirJ==y7prr Permit Number: Parcel ID Number: ,A5--/y— 30 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement. 1. DESCRIPTION OF PROPERTY: (Leg 1 descrip 'on of the property and street addr s if a ailable) iCJanoJ /iC SDI r FZ.?-i 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATIMe Tr REEINFORMATION IF THE LESSEE cONLYRACTED QR THE MPROVEMENT: Name and address: Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: G Phone Number. 6 % <? - O p Address: cr 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address:_ Amount of Bond: 6. LENDER: Name: Phone Number. Address: _ !/ 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: 8. in addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Sectio 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 CONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. . Under penait' f e ' , 1 decl t t 1 have read the foregoing and that the facts stated tiare true to the bep&o y knowledge and belief. S( gnature of Own essee, or Owner's or Lessee's (Print Name and Provide g atory's Tifle/p rce) AuthorizedOfficer/Urector/Partner/Manager) State of ' County of S I r I 'Ili r- q -P The foregoing instrument wa cknowledged before me this day of n, I Y0 by / Who is personally known to me O OR ameofpersonakingslatentwho has produced identification C type of identification produced / /. Ai 1` I I J' i/\ MICHELLE N. HELLER Commission E FF 911458 Ires August 28, 2019 arotdedihMl F3blM an 1l*39 1019 3d 2 5 2016 11 r Notary -sic EiitFiEt7 cony-sr rL NINE PV URSi: LERICoftlIECIFtvUi OU.'17ANi c'i7 nnTr'• Lc; l{r+'' r "• BE INOLECOt N 0R10A r Y` ^r fiic 44tin' d' Y _. ,_ _ tcPLrttY CLEPK 6 r SCPA Parcel View: 25-19-30-5AG- 1102-0 100 Page 1 of 2 Y 10-PRALSER q Johnoon CFSA Property Record Card C PERTY, Parcel:25-19-30-5AG-1302-0100 Owner: OWENS SUSAN E &PETER ilECOVNMFIORIOA 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 I Legal Description LOT 10 BLK 11 TR 2 TOWN OF SANFORD PB1PG59 Taxes Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 Depreciated Bldg Value 155,265 _ 150,526 Depredated EXFT Value 950 Land Value (Market) 13,500 13,500 Land Value Ag Just/Market Value I $169,715 _ 164,989 Portability Adj Save Our Homes Adj 49,983~ 46,089 Amendment 1 Adj Assessed Value I $119,732 1 $118,900 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 Schools ... 119,732 $50,000 119,732 $25,000 119,7321 $50,000 69,732 94,732 69,732CitySanford _ SJWM(Salnt Johns Water Management) County Bonds 119,732 i $50,000 119,732 F $50,000 69,732 69,732 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2004 105371 1177 61,100 i No I Improved WARRANTY DEED 7/1/1992 f 02451 0397 73,000 Yes Improved WARRANTY DEED 2/1/1990 02156 1 1790 62,000 , Yes - v' _ - Improved WARRANTY DEED ^ i 5/1/1989 i 02075 1500 1 49,500 Yes I Improved Find Comparable Sales within this Subdivision ' Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50 1 1171 0 I $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 11914/1980 9 I 1,150 2,502 2,3881 I $155,265 $187,066 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG1 1020100 1/24/2016 SEMINOLE COUNTY MULTI JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs r— Date: I hereby n me and appoint: ^ _) D 4_(j/'!I P an agent 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. 1K The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License He STATE OF FL IDQCOUNTYOF The for ing instrument was acknowledged before me this D day of , 20_`L, by ftw, i who is personally known to me or 0 who has produced and who id (did not take an oath. Signatureof Notary j' " ( HEL! cN, HELLEfi I i ' _ l:rt tes August 28f2019 as identification c aulV, N 11Lyt--- Print or type Notary name Notary Public - State of UD VdP-1\ Commission No. Cl My Commission Expires: J 4 Florida Building Code Online RECORD COPY Page 1 of 4 Fhi a0 pt-ent,' 3usiness%ll bfessibn- al Regulation 4 4 0' ca ter; ' _ . f . • it , LLw BaS Home : Log In ; User Registration ! Hot Topics Submit Surcharge ! Stats & Facts = Publications ; FBC Staff : SCIS Site Map Unks i,Search Product Approval la USER: Public User E'<o11.aSSltpProvai Menu > _"tIM or AoolimtipQSggLLh > Aoo6cation L6%> Application Detail Fl- it i Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL14645-R2 Revision 2014 Approved I i o REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER ! DATE 1 Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 812) 218-7342 dstermer@metaisales.us.com David Stermer dstermer@metalsales.us.com SANFORD BUILDING DIVISION Technical Representative Address/Phone/Email 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 Quality Assurance Representative ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Address/Phone/Email CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Category Roofing CONSTRUCTION OR VIOLATIONS OF THIS CODE Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who f Bala Sockalingam developed the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi, P.E. Y. Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R2 C01 Certiricatelndeoendence odf Referenced Standard and Year (of Standard) Standard Year FM 4470 1992 TAS 125 2003 ggNFORD UL 1897 1998 L UL 1897 2004 O jpAR,0 ' UL 580 1994 UL 580 2006 16-372 I https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 Flc; rida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Equiv TestEgulvalentC2010 UL odf i Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 03/31/2015 04/14/2015 04/18/2015 06/23/2015 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 p1jTood deck. 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/-86.0 Other: Uplift load of 82.3 psi at fastener spacing of 36" o.c. and 86.0 psf at fastener spacing of 12" o.c. FL14645 R2 II Eva luationReoortC2010 i.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE EvaluationRegortC2010 1.Ddf Created by Independent Third Party: Yes . 14645.2 5V-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 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" ox., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at fastener spacing of 12" o.c. Installation Instructions FL14645 R2 II Evaluat1onRcportC2010 2.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE Eva IuationReoortC2010 2.pdf 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., 74.8 psf at fastener spacing of 16" o.c. and 196:75 psf at fastener spacing of 8" o.c. FL14645 R2 II Eva IuationReportC2010 3.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE EvaluationReportC2010 3 odf Created by Independent Third Party: Yes 146,43'q 5V CNm.. .,.; ps• ,.:,e T r,,,—" min:;?6;ga:,24, wlde Ehrough fas'fened:roofpaneloer-?? min. 15/32"thick pljrwoaddeck or7%i6" thick'OSB with= fasteners -throw h. anel rib. f 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/-172.5 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 I1 EvaluationReportC2010 4.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE EvaluationReportC2010 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 5.0df 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 EvaluationReportC2010 5.odf P.c. and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes r https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 F1Qrida Building Code Online Page 3 of 4 14645.E 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 EvaluationReyortC2010 6.pdr Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05 Other: Uplift load of 41.55 psf at clip spacing of 36" Verified By: Bala 5ockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE EvaluatlonReoortC2010 6.odf 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 11 14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R2 II EvaluationReportC2010 7.odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.55 psf at clip spacing of 36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf a clip spacing of 12" o.c. with support strap. Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE EvaluationReportC2010 7 pdf Created by Independent Third Party: Yes 14645.8 Gassic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick I ood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva luationReportC2010 8.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-133.9 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010 8.pdf Created by Independent Third Party: Yeso.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at fastener spacing of 18" o.c. 14645.9 Gassic Rib 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 EvatuationReoortC2010 9.pdF Verified By: Bala 5ockalingam PE 62240ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 9.pddf 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 pl wood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 Il 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 Evaluation Repo rtC2010 10.pdf 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 OSB. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R2 II EvaluationReportC2010 ii.pdf Verified By: Bala 56ckalingam 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 EvaluationReportC2010 11.odf 24" 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 Created by Independent Third Party: Yes adhesive. 11 14645.12 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 12.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/-131.0 Evaluation Reports Other. Uplift load of 30.0 psf at fastener spacing of 48" FL14645 R2 AE EvaluationReportC2010 12.pdf Created by Independent Third Party: Yeso.c. and 131.0 psf at fastener spacing of 6" o.c. 14645.13 Pro -Panel H Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. j https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 wr rw rn rw il'riwiw i .w wwww N Florida Building Code Online Page 4 of 4 Limlts of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener spacing of 24" D.C. and 71.5 psf at fastener soacina of 12" o.c. Installation Instructions FL14645 R2 11 EvaluationReoortC2010 13.odf Verified By: Bala Sockalingam PE 62240 I Created by Independent Third Party: Yes i Evaluation Reports 1FL1464SR2AEEvaluationReportC2010Mod Created by Independent Third Party: Yes i B,ick I Next I l Contact Us :: 1940_North Monroe Street. Tallahassee FL 37399 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. Pursuant to Section 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 emalls 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: sm-urla'Atl ritics' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/28/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.4-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South Yd 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 t.1%J111111111II,Ii, No 62240 w X • r -0 z r 1z o STATE OF 4/e00A O O sueeee04 3,2j0 20t5' Manufaciurer: Product Name: Panel Description: Materials: FL 14645.4-R2 C2010-4 3.27.15 Page 2 of 3 Metal Sales Manufacturing Corporation 5 V-Crimp 24" wide coverage with (5) 1/2" high ribs 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 5V-CRIMP 9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT PANEL SEE DETAIL 2 1-,,r-SEE DETAIL 1 FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 0 6" O.C. IN THE FIELDGUIDELINES & AT EDGES MIN. 2X— WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION DETAIL 1 9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT DETAIL 2 5V-CRIMP MIN 26 GA. A PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. DESIGN UPLIFT PRESSURE FASTENER PRESSURE SPACING PSF) IN) 36 30.0 6 172.5 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 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) l o N WNf'O504 N -t O e7 tL Nk ouito MJ00 55o iNE] toto 3 OF V It'll j W4 A,lrn lui,i,..,, ., ., ,.ir.,...,r,. , , Ire r In ir i i i n 1 III 41 Application For a Certificate of Appropriateness UU0iCity of Sanford Historic Preservation Board 187^+ P.O. Box 1788 Sanford. Florida 32772-1788 Phone:407.688.5145 Fax:407.688.5141 Email:wm.saMordn.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 at407.688.6145 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.6160 for more information. Failure to obtain a building permit may result in fines and/or double permit I;fees. ,. /!44 1. General Information Downtown Commercial Historic District Residential Historic District i Is this a retroactive request? Yes No Is this application filed in response to a Notice of Violat, ion from the Code Enforcement Department? Yes © Properly Address: — Property Owner Information Print Name: Mailing Address: Phone: 1 < Signature: ApplicantlAgedtt Print Name: Mailing Address: Phone: Signature: I certify that all information c Applicant/Owner Signature: Q Would you like to receive Email: 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 Roofs/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 accompl!p the pro p s_ed AorkyFor jprge projectn itemized list is required a b e-reverse side if necessary/ n . This certificate must be prominently displayed on the site when work is in M7RTW6AMWdOPQ4hL /6, a i&. C I t!li111 1wRp1 111,{111rA liYYiI i I 1 N PLANNING AND DEVELOPMENT SERVICES DEPARTMENT WW W.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 FALL 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, y, DISTRICT 4 MACCITYMANAGER 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 X 9V&1d# 6:rf City of Sanford, Florida I PM-2 HISTORIC PRESERVATION BOARD MEMORANDUM 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 911 S. Magnolia Avenue — Existing Roof City of Sanford Historic Preservation Board Certificate of Appropriateness Application for 911 S. Magnolia Avenue May 21, 2014 Meeting Page 1 of 1 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: l la-38( I, T)ALI TaAtya, hereby acknowledge that I personally inspected Q Roof2deck nailing and/or,),pSecondary water barrier work at 3 O Rid if' gTTW 1 Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual and have determined that the work 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. Signature of Contractor Date W 7W r-w I?_. aS O 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 n 11 Ir S orn to or affirmed) and subscribed before me this o?S day of Ul ' j 20 by TA IL Ta diat , who is .QPersonally Known to me or has E. #roduced (type of ide i cation) as identification. SEAL) Si ature of Notary Public St a of lorid ••;:"'•4 JESSICA RUTH SMITH COL., , = Commiission # FF 917231 Expires September 10, 2019 p Print/Type/StamName R,,; BondedTin TroyFdnMuurcal00.18S70f0 of Notary Public