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HomeMy WebLinkAbout110 Mayfield Dr; 16-3412; RE-ROOFL,;DEc Z 2016CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: (O 3 Documented Construction Value: $ Nq 1 / '3 Job Address: l V Parcel ID: ' ' 3 ( Type of Work: New Ad Description of Work: Historic District: Yes No NOResidential 1-Commercial dition ®lterationkbRepairEl Demo -Change of Use Move in I C. Plan Review Contact Person- Phone: M- 1 4-3 Fax: Name IJIX Street: City, State Zip: _ Name tt Street: 6,?V City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Titles Email: Property Owner Information Phone: q0] al 1 '1 Resident of property? : rmation Phone: Tb `;1_ 1.46 3 Fax: State License pNo.1: Architect/Engineer Information Phone: 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 regulating construction in this jurisdiction. I understand that a separate permit must be securedi'for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. f 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 fly Revised: June 30, 2015 Pennit Application 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 pen -nits 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. 0 be Owner/Agen Produced ID VIT: I certify that all of the foregoing information is accurate and that all work will with all applicable laws regulating construction and zoning. _ Date L-i--S . vTfoa Coral Acevedo N TARY PUBLIC IAi STATE OF PMRIDA Comm# F_F901799 T'erfiXWl5& e or Type of ID Contractor/Agent Produced ID t Date Thalia Coral Acevedo NOTARY PUBLIC STATE OF FLORIDA Comm# FF901799 FdRW / Qfltl9 Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application 42/16/201€ SCPA Parcel View: 32-19-31-516-0000-0780 Property Record Card Parcel: 32-19-31-516-0000-0780 Owner: ANZULES DAN ILO G &INGRID SE a OrEoouwrKri'or a+ Property Address: 110 MAYFIELD DR SANFORD, FL 32771 Parcel Information Parcel 32-19-31-516-0000-0780 Owner ANZULES DAN ILO G & INGRID Property Address 110 MAYFIELD DR SANFORD, FL 32771 Mailing 110 MAYFIELD DR SANFORD, FL 32771 Subdivision Name CELERY LAKES PHASE 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2009) Seminole County GIS Legal Description LOT 78 CELERY LAKES PHASE 2 PB 65 PGS 29 & 30 Taxes Value Summary 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 121,332 116,076 Depreciated EXFT Value 2,284 2,380 Land Value (Market) 23,100 23,100 Land Value Ag Just/MarketValue** 146,716 141,556 Portability Adj Save Our Homes Adj 44,501 40,052 Amendment 1 Adj P&G Adj 0 0 Assessed Value 102,215 101,504 Tax Amount without SOH: $2,024.21 2016 Tax Bill Amount $1,221.36 Tax Estimator Save Our Homes Savings: $802.85 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value City Sanford 102,215 50,000 52,215 SJWM(Saint Johns Water Management) 102,215 50,000 52,215 County Bonds 102,215 50,000 52,215 County General Fund 102,215 50,000 52,215 Schools 102,215 25,000 77,215 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 7/1/2005 25823 0176 174,000 Yes Improved Find Comparable Sales Land' Method Frontage Depth Units Units Price Land Value LOT I 1 23,100.00 23,100 Building Information Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 2005 9 3 2.5 1,120 2,680 2,215 CB/STUCCO $121,332 $127,049 Description Area FAMILY FINISH OPEN http://parceldetai l.scpafl.org/Parcel Detai I lnfo.aspx?PID=3219315160000078O 1/2 MON ng Page 4 of 12, INV,ESTMENT-., Universal Rooflnq'Group, Inc. proposes to furnish, and install.labor and, material in accordanceprdance with the above specifications,.and I subject tozonditions found on both sides of this agreement, for'the sum of: 44- 011Z3rtoinTeedFungusresistant, 3-Tab shingles with a 25-yearwarranty WL_,.,' 4&rtainTeed Landmark, fungus resistant; Architectural shingles ADD V pgrade roof ventilation system ADD 300 install all new (2-1 1/27 &1 -2' & 1-3") Bullet Boots ADD $-'149rt3t) ADD $ 160.00 can save you; hundreds of doRars,a year on your hornaownees insurance premkons z TotalTERM: Standard I industry cash terms,, one-third with the order, one-third due upon delivery of meitefials, balance due upon; completion. BuildingPermit,isinc)"u'ded. Job related debris to.0e'r6m0vedfrom job site. Date: Fr) By:_, Universal r Roof & Contracting Contract Signing Due on Start Date (Pecluptible and Upgrades) ty fr Insurance: Depreciation, SOpplem6rit/payout By. Print; Name-.. Date: Owner. Universal, I MARYANNE HORSE r SEMINOLE COUNTY—, CLERK OF CIRCUIT COURT fs COMPTROLLER BK 3830 r'3 679 (IPSS ) CLERK'S T 2016132822 RECORDED 12/22/2016 10: 41:25 AM RECORDING FEES $10-00 RECORDED BY .ler..kenro Permit Number: Parcel ID Number: 1 "'ou 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. DESCRI T 0 OP Le al de ri ion pro n,wetaoressorilabAA 2. GENERAL DESCRIPTION OF IMPROVEMENN „ — 1 9 % , 4 n I ` t 3. OWNER INFORMATIO R LESSkENFFOR ATION IaTE ,SSEE CONTRj C TE D ss: FOR E I P O META : Name and addre VV TIT Interest in property Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRA( Address: 5. SURETY 1 Address: 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provideftrS'ect 713. 13(1)(a)7., Florida Statutes. w Phone Number: r., 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 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 COMME CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RE PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND P JOB SITE BEFORE T FIR_ST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR BEFORE COMMENCING WORR`Of EECORDING YOUR NOTICE OF COMMENCEMENT. Pnnt; Name and ProVlde S gn _tort' spT{pe/0ifice) So CAB 02 na C- 3 L1J Cl A ed Officer/Director/Partner/Manager) r l State of ` County of The f re ing instrum t was aclinowledged b fore me this day of , 28 by Yukku 24-1 - Who is personally known to me OR Name. 41 person making statement who has produced identificati2pr-Wke of identification produced: ` Y Thalia Coral Acevedo NO' ARY PUBLIC STATE OF FLORIDA g Comte FF901799 roc 19li0 Expires 7/21/2019 Fldrida;Buildlrig Code'Onlifie ri user Kegistratjo:ii Hot Topics Submit`Surcharge: StatsAFacts Publicatio sI , , nFBC Staff Eitis Site Map' U&s Search: Product Awovil Menu > NrjaduOor Apolication Search >-Aoolicatlon---List > Application Detail FLI* FL5444-RB Application Type Revision Code Version 2614 Application, Status Approved Comments Archived Product Manufacturer CertainTeed Corporation71160fing Address/ Phone/Email 18 Moords Road Malvern; PA 19355 mo. rk.d.,hiirner-Osaint-gobai,nicom Authorized Sionature Mark"Harner Technical Representative Mark'.D. Harner Address/ Phone/ , Email 18 'M6oe6S Road 219355 Malvern; PA, 61 0 651-5,847 M, rk D.Harner@saint-gob-ailm.com Quality, ASs4rafnce.,Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles, CDmpllance Method Evaluation, Report from a.Flotii:16 Registered Architect or a Licensed Florida - P , rofesslonalAtnqirleer Evaluation Report Har&bpy Re ceiyeO, Florida Engineer o . r Archrlt&ct,Name who developed Robert Miminen the EValuatlon Rkpor,t FloridaUcensbi PE-59166 Quality Assurance Entity uIL LLC Quality Assurance Confratt.'Expjratlon Date 07/03/2017 Validated By John W. Knezevich, PE, r Validation Checklist: - H0,rdcppy Re . celved Certificate of Independence FL5444 R8' COI 2015 bi c61Nierninen.pcif Referenced Standard and Year (.Of Standard) Standard YM ASTM D3161, Class F 2000 ASTM D3462, 2009 ASTM D7158, Class H 2008 Equivalence of ' Product Standards Certified By Sections from the Code httpsJ/flor, ida6jiding.or.glpr/pr SS6ycCrl28CcDClJxNzsPPRyA%,3d __Opp-O.aspx?param=wGEVX,QwtDqtahlgO7C 11/2: 7l15/20115, Floeida'Wldirn Cdcle'Online Submit -Surcharge Stats-&fac,M Publications fBc staff Ocis site map i. Lin ks S rch plication W 5 ApplkatW. Detail 21 FL # R-5444-R8 Application Type Revision Cdide'Version 2019 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Skiriature Technical I Representative Address/Oh'one/Emall Quality' Assurance Representative. Address/PhoneArnail Category Subcategory ,. Compliance Method CertainTeed Corporatioh!-Roofingr 18 Moores Ro , ad Malvern,-PA'i9355 610) 651-5 - B471 rilaLrk.d,'Oziener@s6int-gobain-c,qm Mark: Harrier mark.d.harnor@'saint-,gobainic6m Mark'D. Ha,r'ner 18 Moores Road Malvern, PA 1-9355 610) 651-5847 M'ark.D.k,arnerCcbs,zi'int=gob,aiin.com Roofing Ks halt Shingles Evaluation Report from aTloflda Register kr hitect or a Licensed' Registered Florida Protes.sipnal'tng(neeri w.EVaf,uatlon Wort— HpI-rdc.O,PyReceived- Florida" Engineer or Arc rhit6ct Name who ' developed Robert kleminen the: Evaluation Report Florida Ucefise PE-59166 Quality Assurance, Entity UL LILC Quality Assdfa7nce Contract Expiration Date: 97/03/2017, Validated By John W. Knezevich, PE Y Validation Checklist - Har c opy Received: Certiftat6 of In -depend , ence Referenced',. Standard and I Year (of Standard) Equivalence of 'Product Standards Certified by FL54441 R& tbi 2015 OS COI Niernirien.bdf ASTM D31"r61, /Class F ASTM D3462 ASTM D7158, Class H. YSAU 200 9 20091 2008 Se6tioris from the Codeode https:/MoridabLilcriN.org/pr/pr__ppp_Ai.aspx?param=wGEVXQwU)_-qtahlo7CSsoypprl2BC6pClJxNzsPPRyA%3d 9/2 CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, M Certificate, of Authorization ##9503 353 CHRISTIAN •STREET, UNIT #13 OXFORD, CT 06478'1, PHONE: (203) `262-9245 FAX: (203) 262-9243 FL5444-R8 Date of Issuance: 09/22/2005 Revision 90'03/66/2015 SCOPE: This Evaluation Report is issued under Rule 611320-3 and the applicable: rules and regulations governing the use 'of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen; P.E. for use of the product under the Florida Building.Code and Florida Buildi"ng Code, Residential Volume. The products.d'escribed herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality.Assurance Agency noted,.herein and FBC 15072.7.1. CONTINUED COMPLIANCE:'- This Evaluation, Report is valid until such time, as. the named products) changes, the referenced Quality' Assurance documentation changes, or, provisions of the Code that relate to the product change. Acceptance of this. Evaluation Report by the named client,constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated"may be displayed In advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its;entirety INSPECTION; Upon request, a copy of this, entire 'Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be" available for inspection at the job site:at the request`of the Building Official. This Evaluation"Report consists`'of pages 1 through 9. Prepared by Robert J.M. Nieminen,; P.E. Florida:Registration No. 59166, Florida DC4ANE1983 CERTIFICATION OF INDEPENDENCE: 1. Trinityi.ERD does not have, nor does it intendto acquire distributing prod": it evaluates: 2. Trinity i ERD is not owned', operated or controlled by any col 3. Robert,N eminen, P.E. does not have nor will acquire,.a'fin which the evaluation reports are being issued, The facsimile seal appearing was authorized:, by RobertMeminen, D. E. on 03/06/2015. This does not serve as an electronically signed document. Signed; sealed hardcopies have been transmitted to the eProduct Approval Administratarand to the named client or will it acquire, a financial interest in anycompany manufacturing or or - distributing products for 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in.thes•approval process of the: product; 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any vday; the Designer of'Record for any; project on which this `Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product CategoryRoofing Sub - Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation; have demonstrated compliance with the following sections of'the Florida Building Code and Florida Building Code: Residential Volume through testing in, accordance with the following Standards. Compliance, is subject to the Installation Requrements,and Limitations /Conditions. of Use set forth herein: 2i STANDARDS: Section Pro e : Standard Year 1507. 2.51 119051A Physical Properties ASTM D3462 2009, 1507. 2.17 1, R905:2.61 Wind Resistance ASTM D3161, Class F 2009 1507. 2.7.1, 1190516.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Examination Reference Date, UL ( TST 1740) ASTM D3161 94NK9632: 05/15J1998 UL ( TST 1740) ASTM D3161 9914K26506 11/23J1999' UL ( TST 1740)' ASTM D3161' 03CA12702 05/27/2003 UL ( TST 1740) ASTM D3161, 03CA12702 06/16/2001 UL TST 1740)' I ASTM D3161 03NK29847 SO/03J2003' UL( TST 1740) ASTM D3161 04CA31329: M/24/2004 UL ( TST 1740)' ASTM D3161 04CA32986,, 12/03/2004 UL ( TST 1740) ASTM D3161 OSNK07049: 04J15/2005 UL ( TST 1740) ASTM 03161 05NK16778+ 05/12/2005 UL ( TST 1740) ASTM 0161 05,W6178 05%12/2005. UL ( TST 1740) ASTM D3161 05NK34836; 05/22/2005 UL ( TST 1740) ASTM D3161 05NIK22800 06/22/2005`. UL ( TST.1740) ASTM D3462 R684 09/21%2005 UL ( TST 1740); ASTM D7158 05NK08037' 66/28/2006; UL ( TST 1740) ASTM D31618, D3462 09CA28873 07J23/2009' UL ( TST 1740)? ASTM D3462 10CA41303 10/07/2010' UL ( TST 1740), ASTM D3161 10CA41303 10J08/2010 UL ( TST 1740); ASTM D7158 10CA41303 16/77/1010 UL { TST 1740) ASTM D3161.& D3462 10CA44960 11/11J2010 U,( LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 962$)' ASTM'03161, D3463 TFWZ.R684 04/22/2014 UL LLC (TST 9628)' ASTM D7158= TGAH.R684 04/22J2014 UL LLC (QUA 9625) Quality Control Service Confirmation Exp, 07/03J2017 4. PRODUCT DESCRIPTION: 4. 1• CT20T1, XTT"' 25, XTTM 30 and XTI 30 IR are fiberglass reinforced, 3-tab asphalt rroof shingles; 4. 2 Carriage House Shangle4, Centennial Slate'", Grand Manor Shangle®, LandmarkTM; landmark'" IR, ,LandmarkTM Pro; LandmarkT" Premium, Landmark' TL; Landmark'"" Souris and 'tandmark, Solaris 1R are fiberglass reinforced, laminated asphalt roof shingles: 4. 3 Presidential Shakel, Presidential Shake`" IR and Presidential Shake TL' are fiberglass r reinforced, architectural asphalt roof shingles;. 4. 4 HatterasTm, Highland Slate.TM and Highland Slate'"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 5 PatriotTM is a fiberglass', reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with • contrasting blend drops for color definition. 4. 6 Presidential Accessory,, Accessory for Hatteras, Shangle Ridge', Shadow Ridge'", Cedar Crest`" and Cedar Crest"" IR are fiberglass reinforced accessory shingles for hip and ridge installation. 4. 7 Any of the above listed",shingle's;may be produced in AR (algae resistant) versions: Exterior Research and Design, LLC: Evaluation Report 3532.09 65r09 Certificate of Authorization #9503> FL5444-R8 Revision 9: 03/06/2015 Page 2 of 9 S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither Trinity) ERD, nor Robert Nieminen, P.E. are,, in any way, the, Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting ordesignguidanceunlessretainedspecificallyforthatpurpose. 52 This Evaluation Report is notfor use in the HVHZ 5.3Fire:Classification is not part of this Evaluation Report; refer to current ApprovedRoofing.Materials Directory for fire ratingsofthisproduct. 5. 4 Wind Classification: 5. 4.1 All shingles noted herein are Classified in accordance. with FBC Tables 1507.2.71 anti R905.2.6.1 to ASTM D3161, ClassFand/or ASTM D715& _Class H, indicating, the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V „-194 `mph). Refer to Section 6 for Installation requirements to meet this wind rating: 5. 4.2: Presidential Accessory, Accessory forHatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles- have been evaluated in accordance with ASTM' D3161,'Class F when BASF SonolasfIc,NP 1.adhesive or Henkel -PLO Polyurethane Roof &Flashing Sealant,;applied as" specified in manufacturer's application instructions, indicating the shingles areacceptable.for usin all"wind zones up to UaSd = 156mph (V,it =194 mp,h): 5.43 Classification by ASTM D7158:applies to exposure"category B,or Cand a building height of 60 feet orless. Calculations by a, qualified design professional are required for conditions outside these limitations. Contact the shingle` manufacturer fordata;si ecific;to each shingle. SA.3. 1 Analysis in accordance with ASTM D7158 indicates the measured uplift, resistance sp RT)fortheCertainTeedahaltroofingshingles listed in Section,4.1 through 4:5 exceeds the calculated uplift force (FT) at a maximum design wind speed ;of Vaed = 150 mph .(V,,, = 194 ,mph for residential buildings located in Exposure D conditions with no topographical variations ( flat terrain) having a mean roof height less than oe equal to 60 feet. The shingles " are permissible: under Code for installation in these conditions using the installation procetlures detailed in this Evaluation Report and CertainTeed" minimum requirements, ;subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence:. 5;5 All products in the roof assembly shall have quality assurance audits in accordance; with the `FIIorida Building Code and F.A.C. Rule 61G20-3 6. 'INSTALLATION:; 6.1 Roof deck, slope, underlayment,ancifasteners;shall comply with°fBC 1507.2 J R905.2 and the shingle manufacturer's minimum<requ ireme nts. Underlayment shall be acceptable to CertainTeed Corporation and shall hold ,current, ,Florida Statewide: Product' Approval,.or- be Locally Approved per Rule 61G20-3, per Sections 1507.2.3, 1507.2.4 or. R9051.2 1. 6.2 Installation of asphalt shingles shall comply with the manufactu"rer's current publishedm instructions, using minimum four (4) pails per shingle in accordance with FBC 1507.2.7 oe Section R905 2.6 and the minimum requirements"herein: 6.2. 1 Fasteners shall be in accordance with manufacturer's published requirerrienfs,, but not less than` FBC 1507.2.E or R905.2. 5. Staples are not"permitted. 6.2 2 Where,the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope' ";directions:. 6.3 CertainTeed, asphalt shingles are acceptable for use in reroof` (tear -off) of' recover applications, subject" to the limitations setforth in FBC_Section.1510 and CertainTeed published installation instructions: Exterior Research and Design, LLC. Evaluation Report 3532:09.05-R9 Certificate of Authorization #9S03 F15444-R8 Revision 9: 03/06/2015 Rage 3 of'9' 6.3.1 CT20-, xr" 25, XTr° 30, XT" 30 IR• LOW AND STANDARD SLOPE ENGUSH 12' 12`' 12" 305 mm)+-(305 mn) (305 mm) Z1"(25mm) Sealant— 1"(251rnj-«I 1_ 1 5 s/e" (145,mm) 5112"P13N Wd MTRK13Va" 131/a'' 131/8" m _ al`nl 1" (255 mm) Figure 1J3: Osefow n4*for any: full Sl*#a 6. 3.1.1 Hip & Ridge: Cut Shingles 1 " 2„ () rfiertwv 25mm] e f— Cap Cap CaD_ Shlagle Shingle' Shingle 6. 3.2 TRINITYJ ERD STEEP SLOPE Use tour.naUsaand six spots of asphalbrooling cement for every falf shtngle ( Flgare IJ-4)- Asphalt roofing cement meeting•ASTM D4586 TVerIlls suggested. Ag- 114' NOW nails andsirspotsofasphaltcaa®rron_ateapslopes I% AIMOM Excessiveuse drooling cement can eanse,sidngles Figurew- 25; Jaslpl/atforr of cps along tae hips and rl rgas. Note: For ASTM EIM61 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with; manufacturer's instructions. Carriage House Shanele0-iXentennial Slaie"' and Grand Manor Shanale•.- LOW AND STEEP SLOPE STANDARD, SLOPE' Use five nahfor every ful(,Shangle. 0 mm) 7 Sib" 8 5i8" 16 mm) {220;mm) Figure 17--fi 40114F.!1144hq Ol rrfid/CrgndAfanorShMpfe; Can iage House s&ngle, or r-mlomialStale: Exterior Research and Design, LLC. eerttflate ojAuthorkation p9503 Use seved'nails and'ihrec spots of asphall,,roofing cement for even'' full Graod Manor Sliaaglc. It Ave nails and three spots of asphalt nroOng cement fur every fuq Carriage 1louseShanoe and:.Ceniennial Slate All ly aphall:rxxAhg dement 1" (ti„mm) from eAge of shInpJc. PJglrre J7-5). A:cphalIroofing.ttprcrot meeting ASTM D4596 tlpeif is suggested d.- FIgurr47- 5. Wben iiiserliing GhradAfaaorSbangk on sleep slopes,' SA' armi uddswiid lbm1.espotsofaspbalr;rtmo, mrnrnt..` Evaluation ReportIS32: 09.05-R9 F1S444-R8 Revision '9: 03/06/2015 Rage'4, of, 9 Hip & Ridge: Shangle® Ridge Figure 1748.• Shangle" Ridge: Rgure 17-19:1nstallallon;ofSbmtgk4b Ridge shingles on hips md ridges:, Note: For ASTM D3161 - Class F, use. BASF Sonolastic-NP 1 adhesive or Henkel PLO Polyurethane Roof &' FlashingSealantinaccordancewithmanufacturer's instructions: 6.3 3 Landmark`"!. landmark'" IR. Landmark' Proiformerly LandrharkTM Plus), Landmark' Premium Landmark'" T Landmark' Solaris LandmarkTM Solaris IR: LOW AND STANDARD SLOPE LANDMARK Tt METRIC DIMENSIONS 12' 143/e" 12" 305 mm)--+-(375 mm) —(365)mm)--1 i"(25 min) Rel'Tape 1' (25,mm)+I 14t" NaitaWe Area;MA, Fl-W-T STEEP SLOPE. Use six nails And four spots of aspl1.t11 roofing cement for & q fuU. lanunaied shingle See belay. Asphalt roofing cement should meet mim A458G.7)pc 11. Apply 1" spots ofasphult'roofipg.cement unde, each cornerand at abou 12" to 13" In from each edge. METRIC DIMENSIONS` Exterior Research and Design, LLC. Cer6p;gte,of Authorhatlon;p9sm 131E"' 13' 13112'' 343, mm)-—(330 min) -(143 mm)-j; lgrrm 13.4-;L'se four edf(ifor ererrJill sGingle. IANDAURI( n f/gura 1,3,Gseskr riWlsmulfow spofsof PW1 rtr A; cmmt on limp slope. Evaluation Report 353209.05-R9 FL5444-R8 Revision 9: 03/06/20M Page 5 of 63.3 L Hip.& Ridge, Option 1: Shadow Ridge- Ftgrve 13-76 sbadowRldgeacamm sb(ngles datacb eac71Y fiv a ee-piece units to males 72':Mdkidud rAp pfecar• 12' 305mM) g 150mm) I 050mm) 6.3 3.1 7,= iu t,,nmem m, rtheTopEdgeofthePreviousI` Gapfor5'(1Z5mm)Eeposure (moIn English Dimension Metric, Dimension PTRRINITYIER,D FOm 13-20. Use L"gnoklm to-it&slNrigles on UPS- d ridges and to cafe t&WmW erpmra Note: For A,STM D3161 Class F, use BASF Sonolastic NP.1 adhesive or Henkel. PLa Polyurethane -Roof & Flashing, Sealant in'with manufa.cturer's instructions: Hip & Ridge, Option 2` CedarCrest"',; Cedar Crest'" IR Use two fasteners per shingle. For the starter: shingle, place fastener 1-inch from each side edge andL about L2-inch up from the starter shingle's exposed butt edge.. For each full Cedar Crest shingle, place: fasteners 8-5/8-inch, up fromi&exposedbutt edge and 1-inch from each side edge. Exterior Research and Design, I.L.C. Evaluation Report 3532:09.05-R9 ce eate ofAudwizatlon'#9503 fL5444=R8 Revision; 9:,03/06/2015 Page of 9 6.3.44 l I KIN1Ti' I ERD Note: For ASTM D3161 - Class F, use BASF Sonolastic.NP 1 adhesive or Henkel PLO Polyurethane Roof& Flashing Sealant to hand -seal Cedar Crest shingles. Apply NO 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along #he.sides of the headlap along.a line.3: to 1-inch from each, side of the shingle's headlap: Immediately align andeapplythe.overlying,shingle, gently pressing tab sides into the adhesive, and 'install nails. To secure the other side, apply a. 1-:inch diameter spot of NP_1 or PL adhesivebetween -the shingle layers. Nand4etelip aAhsyiw ( a mini) .. • — 1102 mml 1' mml Dab oras" cemeiu between . stilve term (25 mm) 10W AND STANDARD SLOPE: For low and standard slopes, use five;nails for each lull Presidentialshingleasshown,below, NallInq I 40. Guide Llnee (1016 " — 133 imn) — 14'IA' 11r7, 38 ttun) (362 min) NOTE: Appiy nails on painted guideline. Agure 166• Pdsfer*gNasulenAalandPrAsWerrllal rL Skiake abbrples on taro mid atmia4utfsbpes; 6.3.4A Hip &,Ridge; Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY sde tab. eats I' diameter asphalt roofing cement Flgum 16-7.' FpslmbtgP_W&Wd andftamad T/LSdoke sblrlgwon si , Presidential acce ssory shingles can be used, for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasien.each accessory41th iwo fas- toners. The fasteners most be 04" long or -longer, so they penetrate either 3/4' into the deck or: completely through the dec. k. Presidential accessory comes in two different sizes:; Accessory produced In Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & FlashingSealantinaccordancewithmanufacturer's instructions. 6.3.4.2;' Hip & Ridge,; Option,2i Refer to instructions herein for Cedar Crest'", Cedar CrestTM IR hip and ridge shingles? Exterior Research and Design, LLC. Evaluation Report 3532.09.OSR9 Certificate ofAuthorizction #9503 FL5444-R8 Revision 9: 03/06/2015 Page 7 of 9 63.5.1 Hatteras'";: LOW STANDARD AND STEEP SLOPE. Av"Ir 15-3.- 14sh-whig fiallems Ahee, om lor and SianAard.Voprs- Forlow and maildird slopes; use fi%V'hjd5 for eaell fid] as showe idicom. Hip & Ridge,, Option 1: Accessory for Hatteras rotrmol,.! I Imp.V.1,S For sitep ilop•i. mw Gir nails arml eigfil Spot, of wjdjjjj,roiiring flierh for each Amn a bme, ApA. h f"JI-Ifilletas Oingic,z, 254im) &jnimer' sIxiis of roofing CeinClit (A!7ni) D 4586 Tw Ii PIUCIAed) tinder each tab corner. I'rcis,iddflgle Into plim, dri a of 0.VPDSr tMeni. CAUTION: Too much rwfing cMe"I 6in cslw Aingles to b4siec Note: For ASTIVI D3161 - Class F, use BASF Sonolastic NP 1 adhesive or He , nkel Pl® Polyurethane Roof &I'lashing Sealant.ihaccordancewith_manufacturer's instructions. 6.:1. 5.2 Hip,$c.Ridge, Option 2: Cut Hatteras Shingles Cap Cap Cap pop " Shingle' Shingle Shingle Shin le Faster B 1811( 460-rn, TO 203 : . IV: Fouw, 15- k-'CutKauffas shingiasto -make covir cap. BMW 1521, 1ftt4Q#on of caps akwg blps and rIdAm Note: For ASTM b3161 - Class F, use BASF Sonol'attic NP I adhesive l or Henkel PL® I Polyurethane Roof & Flashing, Sealant inaccordancewitln>nnanufacturer's instructions. bderior Research and Design, LLC. terd*&e ofAuthorhation #9503 Evaluation Report 3532.09.05-R9 FL5444-R8 Revision 9: 03/06/201S Page 8 of 9 6.3.6' 6.3.6 1. Highland Slate"', Highland Slater" IR•. LOW AND STANDOD`SLOPE, Mieiiui okd :equip sixroa.(Mo trcrelt.e ow anly CUWad Figurell3: use W,naRsforeMyMjYa Maiesbingfe. I I RINITi ERD STEEP SLOPE: Use FIVE nails and BIG& spots of asphalt rooting cement* for each full H*Waad Slate shingle For Miami -Dade; SDtnatls are required Applyl' diameter,spots'of asphalt roofing cement under each tab corner, Asphalt roofing cement meeting AS9 D4586,'lype ll is suggested:. Mmm:tHdengidrec stxngratnroreac iWawd a ceifer: mwaloomn Mg- JJ 3A• use -F ITnaj& anaeigBt'spora.bfaapbaU 1TA0.%IrIgCW)fAIl:WW91 e000%b GYIMB7,. CAUTION: Excessive use of roofing cement can cause shingles; 11 to blister; Hip & Ridge; Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or spangle Ridge- hip andr ridge shingles. Patriot'"•> LOW AND 'STANDARD: SLOPE ts(,, FOGR mils for even, full shingle located as shown below Scalcsl 61i2 1' li5 nrni j — _ 1' (25 cr}+' l i STEEP SLOPE UseFOUR nalL, aiW four slwls of yxsph;tll rWfing cement for eeen, full shingle: is shown bclott.A+plt:dt M;lfull'U- -1 Meting 9 M,f>4 6(i TYPe 11 is s'W-Sted. ,y)pl `V(15 time) slots of asphalt roofing cement: ts shotcii. CAUTION: Excessi%V ttae of roofing ceinu t can ctuse shingles to blister. AeeBnp Gmehl n (• tit: 17.vs - i Nip`& Ridge: Refer to instructions herein for Cedar CresfTM, Cedar Crest'" IR, Shadow Ridge'" or ShangleAidge'hip andridgeshingles: 7: LABEUNG: 71 Each unit shall.bear.a permanent label with the manufacturer's name, logo, `city; state and logo; of -the Accredited Quality. As5urance-Agency noted herein: 7. 2 Asphalt shingle wrappers shall indicate ;compliance with one of the required classifications detailed in FBC Table. 1507.2.1.1 / R905.2.&1.. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to, properly evaluate the installation of this product. 9. MANUFACTURINGPLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 16. QUALITY ASSURANCE ENTITY- UL LLC- QUA9625; (414) 248-6409 karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 certificate ojAuthorizotion M9sm FL5444-R$'` Revision 9: 03/06/2015 Page 9 of 9 I hereby name and appoint. POWER OF ATTORNEY Joan Mellick Of Universal Roofing Group, Inc. to be my lawful attorney in fact To act for me and apply to the Building Department for a Roof permit for work to Be performed at a location described as: Section: _ Township: _ Range: 31 Lot: Block: 0De!9 -d Subdivision: Add`Fess of job) ca L© RIV 2_vZ&-,S Owner of property and address) And to sign my name and do all things necessary to this appointment. Signature of Certified Contractor) The foregoing instrument was acknowledged before me this By Ken Mellick Who is personally know to me and who did not take an oath. My Commission expires: Commission#: z -;, 0 --/& Thab CaW Acevedo VNOTARY PUBLIC P119CE1 STATE OF FLORIDA Comm# FF901799 Expires 712112019 GROUP, LLC CA99896 391 W. ALFRED ST. TAVARES, FL 3277E 1352-398-1735 i RE -ROOF AFFIDAVIT L J. Lee Smith. o Engineering Services Group. LLC hereby acknoWledge that we have inspected the re-roofati ,1101vlafteldDr, Sanford FL and have&iermined that the k was done according to the currentcodeFBC12014. I certify that my '- atements herein are true and accurate to the best of my belief an&that I stfullv understand that making any false stat ements in writingwith the intent to mislead a public I11 Ic servant in the pe II rmance of his or her official dutv shall constitute a misdemeanor of the secon upiJay' qpg0 suant to Section 837.06 F.S. e® eeE tr all STATE C 0% 0 A% J, May lu STATE OF FL Sworn to (or at j3_, by Produced ( I Signat State ( Print/ UDA COUNTY OF L a lL med) and subscribed before me this 22,,,d day of M a\ 20 1I who is ,,V--Personall y no Kno, to me or has e, of identification) as identification: j - & Z _,0_6- (SEAL) 1- 3, Public Melody Tnifto Comm 0 FM35.,; Borided I—bmAmnNatary ONG 0 CP p City of Sariford Building and Fire Prevention RESIDENTIAL RE -ROOF INSPECTION. AFFIDAVIT NAILING, SHEATHING, DRY -IN FLASHING, AND ALL FINAL: ROOF COVERINGS PERMIT #`. ` ' ( ADDRESS: C I _- y y `I'J ` j ((/K , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR ROOFING CONTRACTOR, ENGINFER, ARCHITECT; OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE ABOVE REFERENCED ADDRESS'HAVEBEFN INSTALLED IN ACCORDANCEMITH THEIR PRODUCTAPPROV ALS AND ALL APPLICABLE CODE REQUIREMENTS -=SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL REQUIREMENTS FOR SECONDARY WATER. BARRIER, AND NAILING OF T14E ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). LICENSE #: COMPANY CONTRACT MUST BE CC (OS--)S CONTRACTOR: i C % — OR SIGNATURE: DATE: J [ C. ! SIGNED BY LICENSE HOID IVbv.0A A FINAL ROOF INSPECTION ISREQUJRED: THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE .I,OB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL P,IIOTOGRAPIIS OF EACH PLANE OF THE ROOF SIIONVING IN DETAIL ALL COMPONENTS (DECKING,, UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE.PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK FOR EACH INSPECTION. THE PHOTOGRAPH'S `MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DI;UP EDGE AND:VALLEY FLASHING: PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORKFOR FURTHER EXPLANATION OF ALL REQUIREMENTS. FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT:IN A FAILED INSPECTION, A, RE -INSPECTION FEE AS WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS. STATE OF FLORIDA COUNTY OFP,n.»I Sworn to and Subscribed bet I a me this ZZ day of 20 by: Who is ' Personally, Known to me or, has Produced (type of identi4tion) as identification. list re o otary Iblic Zpg Jade'Smith Ite f Flor'da ' o row :NOTARY PUBLIC o oSTATE OF FLORIDA Comm# GG067937 J` n /Type/Stamp Name. SINCE 19Expires 1/30,/2021 Notary Public