Loading...
HomeMy WebLinkAbout2407 Decottes Ave (2)i CITY OF SANFORD RECEIVES BUILDING & FIRE PREVENTION D PERMIT APPLICATION MAR 10 2016 Application No: BY _J Documented Construction Value: $ Job Address: 2407 Decottes Ave Sanford Florida 32771 Historic District: Yes No Parcel ID: 31-19-31-524-1500-0010 Residential ® Commercial Type of Work: New Addition [0 Alteration Repair 0 Demo Change of Use Move Description of Work: Re Roof Asphalt Shingle Plan Review Contact Person: Bison Roofing - Teresa Chamberlin Title: Phone: 407-389-9011 Fax: q -07 - 57/ a -C4341 Email: Teresa@bisonroofing.com Property Owner Information Name Pauline Boissonneault Phone: St t24 407) 322-7848 ree • _ _ 07 Deco teS Ave Resident ofro ePP rh'? City, State Zip: Sanford Florida 32771 Contractor Information Name Bison Roofing Phone: Street: 541 N Palmetto Ave Suite 102 Fax: _ City, State Zip: Sanford Florida 32771 State License No.: CCC1330350 407-545-7226 407-512-0434 Owner Architect/Engineer Information Name: Phone: Street: Fax: City, -St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application U 7(9 Q.00) 41 - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 Date au 1, / ssonh a y 7 Print Owner Agent's Name 3 signature of Contractor/Agent r Date K Print Contractor/Agent's N Signature of IoriQIaICLAHOS LINOS N Signature of of e 8 ki- ;• MY COMMISSION * FF915g24 .g!'" "°f : NICHOLAS LINDEMANN EXPIRES September 07, 2019 T': MY COMMISSION # FF9159244073p80153Fbtadl " s!rytF`' L1Of'S'^'K''a'" •'orr.,,• EXPIRES September 07, 2019 Owner/Agent is Personally Known to Me or Produced ID —Type of ID A. L 4071 398,o 153 F1or1tl .'gwuWM Contractor/Agent is W"Personally Known.to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Roof Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised- June 30, 2015 Permit Application SEM/NOLE COUNTY MULT/%UR/SD/CT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3/10/16 I hereby name and appoint. Teresa Chamberlain an agent of: Bison Roofing, LLC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option): All permits and applications submitted by this contractor Or 0 The specific permit and application for work located at: 2407 Decottes Ave, Sanford, FI 32771 Street Address) Expiration Date for This Limited Power of Attorney: 3/10/17 License Holder Name: Adam Coughlin State License Number: CCC 1330350 Signature of License Holder:_ STATE OF FLORIDA ' COUNTY OF .St,,vt Iitol P The foregoing instrument was acknowledged before me this /0 day of Md I -e k 20_/, by A d og /, h who is Qe personally known to me or who has produced and who did (did not) take an oath. signature of Notary as identification Print or type Notary name E::::::] ASLINDEMAN2 Notary Public - State ofISSION # FFg1S824 Se FF9i s ga qptember0 yp y Commission No. ONmW UN,ce aamNotary5ea1 My Commission Expires. 7,7-0 3/2/2016 vt i CFy4 saaniNOLecourvn aoato SCPA Parcel View: 31-19-31-524-1500-0010 Property Record Card Parcel: 31-19-31-524-1500-0010 Owner: BOISSONNEAULT PAULINE P Property Address: 2407 DECOTTES AVE SANFORD, FL 32771-4669 Property Address: 2407 DECOTTES AVE Owner BOISSONNEAULT PAULJNE P Mailing 2407 DECOTTES AVE 1SANFORD, FL 32771=4669 Subdivision Name: tVYNNEWOOD Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (1994) DOR Use Code: 01 -SINGLE FAMILY Legal Description LOT 1 + N 1/2 OF LOT 2 BLK'15 WYNNEWOOD PB4PG93 Taxes Just/Market Value 1 51,617 Portability Adj County General Fund 50,410 Save Our Homes Adj 1,213 1,557 Amendment 1 Adj 25,000 25,410 Assessed Value 50,410 50,060 Tax Amount without SOH: $521.49 2015 Tax Bill Amount $509.27 Tax Estimator Save Our Homes Savings: $12.22 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 50,410 25,410 25,000 Schools 50,410 25,000 25,410 City Sanford 50,410 25,410 25,0005]WM(Saint Johns Water Management) 50,410 25,410 75,000 County Bonds 50,410 25,410 Q5.-000 Sales Description Date Bode Page Amount Qualified Vac/Imp No data to display Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 90 135 0 $185.00 $16,151 Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Ad' ValueActual/Effective 9 ) Repl Value Appendages 1 I SINGLE 1952 3 925 1,400 1,125 CONC $35,472 $67,565 http:/Anrww.scpafl.orgtParcel Detai I Info.aspx?PI D=31193152415000010 1/2 I l BISON ROOFING MATERIAL SPECIFICATIONS CONTRACTProtectingYourGreatestInvestment FL License No. CCC 1330350 Customer: C' A,.A— 4e i Cell Ph: %D - y7y- aZ 31 Address: 2 D e © Home Ph: O - a d2 - 7 City/St/Zip: 5a' , L> F Email: /i*.[• %3v S S RO FING REXISTNG DAMAGES Brand/Style of Shin 9le %.' e ,(iwi,,:._Lreak:s'/Interior Damage: yes® Color of Shin le: K¢? ther: Tear off: Yes No # of Layers: / Replace: ADDITIONAL WORK/INSTRUCTIONS: Felt -3-0 Ib QI Pipe Collars: type/qty: ems- MATERIAL DELI ERY INSTRUCTIONS: 0--- tYP /q y/ I.Venis: a color. Chimney Flash: size: t Other: Other:- Other: Special Instructions: Satellite Dish: remove, reset & align/callibrate Other: Other: Wood Replacement, if incurred, additional $ 30 •--per sheet/If SIDING Brand/Style: 'A14 Size: Style: I Color: Replace Front Elevation: yes no Replace Rear Elevation: yes no Replace Right Elevation: yes no Replace Left Elevation: yes no Moisture Barrier: yes no Foamboard: yes no Notes: Driveway damage: yes 60 REPAIR ONLY: Fascia Wrap: color size smooth PVC Front LF rakes eaves Rear LF rakes eaves Right LF rakes eaves Left LF rakes eaves Window Wraps: ea Door Wraps: ea Garage Wraps: ea PROCEEDS BREAKDOWN Insurance Co: :Sc>'•-e /-0.4-e".-- Claim #: !`3 7 6 a r y 9 Total Claim Amount: Total Upgrades: Work not Doing: Contract Total: $ S oZ- If , "7 Q Contract total will change if decking needs to be replaced and/or if your insurance company pays a supplemental amount due to any inaccuracy regarding the scope or funds allotted for work Bison is completing. Bison Roofing will not increase the contract total due to supplements unless the supplements are approved by your insurance company. I agree to pay Bison Roofing any additional charges for decking replacement and any supplemen t t are approved by my insurance company. Initials: color smooth PVC _PAYMENT SCHEDULE color smooth PVC ncolorsmoothPVCDeductible' Our— , m 2 t oN (J` U GUTTERS/DOWNS date clues , First Pmnt:y G Co amount 2 icq0PL Gutters: 5" 6" LF Whole House 7 efr'.„f date due o amount Downs: 2'x 3' 3'x 4' LF Whole House 2nd Pmnt: ji4cry pe cs o e ..) f5 / e Gutter Color: Downs Color: date due amount Gutter Guard: GG Color: Upgrade: UPGRADES la AoO'v Type Qty Price Per Total Type Qty Price Per Total Type Qty Price Per Total Type Qty Price Per Total UPGRADE TOTAL: $ 10 date due amount Workmanshia Warranty 2 year workmanship warranty on full replacement contracts only. Warranty is not effective until total contract amount (includinpgpements) is paid in full. Customer Signature: t%,Q t t/ti to Field Supervisor v date Mgmt Approval: date Contract is subject to final approval from outhroized management THIS CONTRACT CONSISTS OF THIS PAGE AND THE REVERSE SIDE OF THIS PAGE AND SHALL BE CONSIDERED THE ENTIRE CONTRACT BY BOTH PARTIES QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 SCOPE: EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R9 FL5444-R8 Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 This Evaluation Report is issued under Rule 61G20-3 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 Building Code, Residential Volume. The products describedhereinhavebeenevaluatedforcompliancewiththe5thEdition (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 hereinandFBC1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) 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. TrinityJERD 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 DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/06/2015. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the I - — . Product Approval Administrator and to the named clientCERTIFICATIONOFINDEPENDENCE: I. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing ordistributingproductsitevaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products forwhichtheevaluationreportsarebeingissued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of theproduct. 5. This is a building code evaluation. Neither Trinity IERD 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 or design guidance unless retainedspecificallyforthatpurpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing 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 testinginaccordancewiththefollowingStandards. Compliance is subject to the Installation Requirements and Limitations / ConditionsofUsesetforthherein. 2. STANDARDS: Section Prope Standard Year1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Entity Examination Reference DateUL (TST 1740) ASTM D3161 94NK9632 05/15/1998UL (TST 1740) ASTM D3161 99NK26506 11/23/1999UL (TST 1740) ASTM D3161 03CA12702 05/27/2003UL (TST 1740) ASTM D3161 03CA12702 06/16/2003UL (TST 1740) ASTM D3161 03NK29847 10/03/2003UL (TST 1740) ASTM D3161 04CA11329 05/24/2004UL (TST 1740) ASTM D3161 04CA32986 12/03/2004UL (TST 1740) ASTM D3161 05NK07049 04/15/2005UL (TST 1740) ASTM D3161 05NK16778 05/12/2005UL(TST 1740) ASTM D3161 05CA16778 05/12/2005UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005UL (TST 1740) ASTM D3161 05NK22800 06/22/2005UL (TST 1740) ASTM D3462 R684 09/21/2005UL (TST 1740) ASTM D7158 05NK08037 06/28/2006UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010UL (TST 1740) ASTM D7158 lOCA41303 10/27/2010UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013ULLLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014ULLLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20", XT' 25, XTr" 30 and XT' 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle°, Centennial Slate'", Grand Manor Shangle•, Landmark'", Landmark" IR, Landmark' Pro, LandmarkTM Premium, Landmark' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake', Presidential Shaker" IR and Presidential Shake TL' are fiberglass reinforced, architectural, asphalt roof shingles. 4.4 Hatteras'", Highland SlateTM and Highland Slate' IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.5 Patriotr" 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 RidgeTM, Cedar Crestr" and Cedar CreStTM IR are fiberglass reinforced accessory shingles for hip and ridge installation. 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-119CertificateofAuthorizationN95Q3 FL5444-R8 Revision 9: 03/06/2015 Page 2 of 9 5. LIMITATIONS: QOTRINI-rYIERD 5.1 This is a building code evaluation. Neither Trinity IERD 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. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fireratingsofthisproduct. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in all wind zones up to V,sd = 150 mph (Vuit = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed Of V,sd = 150 mph (V„ it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures 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 Florida Building Code andF.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 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) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-119CertificateofAuthorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 3 of 9 6.3.1 6.3.1.1 6.3.2 C120", XT"' 25, XT" 30 XTr" 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm) (30jMM) 1' (25 mm) Sealant 1"( 2555/8"(145mm) 51&, for Norwood Plan/ T METRIC 7 131/a 13Ve 131/e" 1 " (25 mm) — Sealant V (25 mn1) 1 618„ T Figure 113: Usefour nallsfor eregfull sbingle. Hip & Ridge: Cut Shingles 251.) 1— 2" (SO nm) —, Remove 17 I, t— i 11 IPr i 1 1 Cap Cap Cap 305 m) Shingle Shingle Shingle Figure 11-24: Cut tabs, then trim back to make map sbingi(es 6nglisb dimensions shown). QOTRINITYIERD STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4) Asphalt roofing cement meeting ASTM D4586 Type 111s'suggested. I• 800ling Cement Apply 1" (25 mn) spots of as hall roofing cement under each tab corner Figure 114'Usefournallsandsirspotsofasp&Ua nmlonsteepslopes, CAUTION: Excessive use of roofing cement can cause shingles to blister. 5mm)— ` i Fas"I, 125mm) ---- g°&N 5 i1e2 m 1 Figure 11-25: Installation of caps along the bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & FlashingSealant, in accordance with manufacturer's instructions. Carriage House Shanele• Centennial Slate— and Grand Manor Shanele• LOW AND STANDARD SLOPE Use Ore nails for every full Shangle. 25 mm) I (251mm) 5m, 8 18,. 16 mm) 11(220 mm) A4 Figure 17-4- Use firr nalls for erm, frau Grand Alanor Sbangle. Carriage 11orrre Sharigle, or Cenlennial Slale. STEEP SLOPE lice seven nails and three mots of asphalt roofing cement for every full Grand Manor Shangle. Ilse five nails and three spots of asphalt roofing cement for even' fill Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement I" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASTM D45801}pe II is suggested. L ( 251m 518" 16 mm) r 25rrrn) --- 38 mm) or Ins 1., 25 mm) 8516" Figure 17-5' Wben i-lailing Grand Slanor Sbangles on strep slopes. arse seven nails and three spois of aspball rooJing a uenl. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9CerdicateofAuthorisationX9503 FL5444-R8 Revision 9: 03/06/2015 Page 4 of 9 r 6.3.2.1 Hip & Ridge: Shanglem Ridge 12' Remove This Tape Figure 17-18.• Sbangle' Ridge, QOTRINITYIERD 18, Exposure Remove tape 1' from the right side r 8.-j and fasten SECOND Fasten the I ,l left side 85/8 RIGHT FIRST / LEFT Flgilre 17-19' installation ofSbangle® Ridge sbiligles on bips and ridges. U Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL• Polyurethane Roof & FlashingSealantinaccordancewithmanufacturer's instructions. 6.3.3 Landmark'", Landmark"' IR, Landmark— Pro (formerly Landmark— Plus), Landmarkm Premium Landmarkm TL Landmark' Solaris, L.andmarkTM Solaris IR: LOW AND STANDARD SLOPE LANDMARK TL METRIC DIMENSIONS 13'/2' 13" 13'h" I—(343 mm) --x-(330 mm)—I—(343 mm) { 12" 143/4" 12"I" 305 mm)—I—(375 mm)—I—(305 mm) --i awauraceis;. a.mava a 25mm) t" (25mm)-- - I~ iasRw r 1"(25 mm) Release Tape 1" (25 mm) ---I - NallableT Area ri mrl 4 ise ournailr orererr ullsbin e. g 3: I I I STEEP SLOPE LANDMARK TL Use six nails and four spots of asphalt roofing cement for ei-ery full laminated shingle. see below. Asphalt roofing cement shotild meet4( lWmm) ASTM D4586 Type II. Apply I" spots of asph:dl'roofing cement undo 13" ' 13'/ im330mm) (343 mm) etch corner and :u about 12" to 13" in from each edge. 1"(25 mm) --11 IIMETRICDIMENSIONS 1 25mm) { (25mm) 12 ' —143/4" 12" Roding C~ 305 mm) (315 mm) (305 mm) I Flpre 13 5- use -sir ifads and fiburr spots of iy. ftwAxw n x Nail arpGall roofing rear t on sleep skp-1"(25mm) Area i For S1eep-f 5RolhUF5C,,el 25 mm) (25 mm; ExteriorResearch and Design, I.I.C. Evaluation Report 3532.09.05-R9CertificateofAuthorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 5 of 9 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge— Figure'13-16.• Sbadom Ridge accessory sbingles detach eas from three-piece units to mate 72 individual cap pieces. 12' 305mm) 6-__I — 6' 150mm) I (150mm) s Notch for Centering 12' \ j —} 305m.) Notches for Alignment to the Top Edge of the Previous T Cap for 5'(125nm)Exposure (180Imm) t English Dimension 12' ..l 305(rm) Laying Notch I I I 5,posure QOTRINITYIERD 97/8 250mm) 415/16 415/16 125mm) I (125mm) t Notch for Centering 13 37m7mm) R Notches for Alignment to 75/8' Top Edge of the Previous 1( 6 m) Lthe Capfor55B'(141mm) Exposure I Metric Dimension Figure 13-20: Use laying nokbes to center sbingla on bips and ridges, and to beak the comer! etposure. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL• Polyurethane Roof & FlashingSealantinaccordancewithmanufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest"", Cedar Crest— IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch upfromitsexposedbuttedgeand1 -inch from each side edge. Exterior Research and Design, LLC. certiflcate of Authorization tt95o3 Evaluation Report 3532.09.05-R9 FL5444-RS Revision 9: 03/06/2015 Page 6 of 9 TTRINITYIERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & I Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the 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 adhesive between the shingle layers. Nen6wa-op ee+esht 1u" 4• tlrMQ .— 1102 "ni NV 1D mm) 1' 25 mml Dob olesphea Cemeni beMeen 1. shrpte teyers ( 25 mm) 6.3.4 Presidential Shake—. Presidential Shake— IR Presidential Shake TL—: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use Ove nails for each full Presidential For sleep slams, use nine nails for each full presidential shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle tab. Nailing 40" _.lGuide After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Lines 11016 mm) above tab cutouts maldn certain tabs of over shingle cover nailsgg 5 1mi T 133 mm I 11/2' 38 mm) 141/4' 362 mm) NOTE: Apply nails on painted guideline. Figure 16-6. Fastening PFeshimgnl and FresldmHal TL Shake shingles on low and standard slope& 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY i 1' diameter asphalt rooting cement Figure 16-7: Fastening Pmulential and Aruidenlial TIL Shakia sbinglm on sleep slopes. Presidential accessory 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." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham, AL is 12" x 12"; Portland, OR produces'97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & FlashingSealantinaccordancewithmanufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, L.I.C. Evaluation Report 3532.09.05-1119CertilcateofAuthorizationX9503 FL5444-R8 Revision 9: 03/06/2015 Page 7 of 9 r " 6.3.5 6.3.5.1 Hatteras": LOW, STANDARD AND STEEP SLOPE: 9 9. _9„[ ( 23ym(230mm) (230 mm) (230 mm) I--(25 mm) _ _ _ 25 m_)_– 93/8' 240. mm) Figsm 15-3' Fasleniag 11a1leras SAingles oil Low and Slaadarif Mopes For Ion• and standard slopes, use face nails for each fall lia11crts shingle to shown abotc. Hip & Ridge, Option 1: Accessory for Hatteras QOTRINITYIERD Flpae /5.1 Fasreniq IbIlems SAiog/es oa.Vrep.Vopri For steep slopes, use five nails and eight spas of asphalt roofing cement for each hill II alleas shingle as shown ahore. Apply 1, 15mm) diameter shots of roofing cement (ASTM 0 4586 7)pe II suggested) under each tab corner. Press shingle into place, do not expose cement. CAMION: loo much roofing cement can came shingles to blister. Figure 15-14: 18 threepiece units 'separate to make 54 Hatteras Awawry shingles Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL• Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 9, 230 mm) I I I I I Fas e I ) 0 ON\ dng aN;p460mm) Cap Cap Cap Shingle Shingle Shingle Figure 15-20: Cut Hatteras suingles to make cover cdp. Figure 15-21: Installation'of caps along baps and ridges.' r Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, L.L.C. Certificate of Authorization #9503 Evaluation Report 3532.09.05-119 FL5444-R8 Revision 9: 03/06/2015 Page 8 of 9 9 6.3.6 6.3.6.1 6.3.7 7. LABELING: Highland slate—, Highland Slate— IR - LOW AND STANDARD SLOPE: IMININ Mat m -Dude regwres SIX rads (two nails instilled over cents, annul as fnwn) Figure 1)-3: Use FIVE natio far eatery I igbiand Slate sbingle. QOTRINITYIERD STEEP SLOPE: Use FIVE nalls and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Miami -Dade, SIXnAs are required. Apply 1' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. MM'Dede requ ms SDC nels (Mn Nits IrmUlod w er ranter anal es fawn} Figure II -3A.• Use FIYB nails and etgbi spots ofaspdatt roo)?ng cement under each tab comer CAUTION: Excessive use'of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR or Shangle Ridge'" hip andridgeshingles. Patriot—: LOW AND STANDARD SLOPE Use FOUR nails for every full shingle looted as; shown below. Sealant 1 t' 5 mm 056 mm) j- 13 -IN I}1)L' 13-+A- 133er) (333=,) iYptrm) STEEP SLOPE Use FOUR nail~ and four spots of asphalt roofing cement for curry full shingle as shown heloe,. ,ksph:dl roofing ce•lnetu meeting ASTA1 D4596 I1W II is suggested Apply 1'(25 mm) spots of asphalt roofingcementasshown. CAUTION: Excew%iee use of ro ofmg cement can cause shingles to Mister. 156mn) I a T -- - Reeling Cement t t +fes --fes- IRt/S M nrm.1) tMnrmmlMTI) Hip & Ridge: Refer to instructions herein for Cedar Crest—, Cedar Crest'" IR, Shadow Ridge'" or Shangle Ridge•" hipandridgeshingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the AccreditedQualityAssuranceAgencynotedherein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table1507.2.7.1 / R905.2.6.1. 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. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QArequirements. 10. 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. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R9 FL5444-RB Revision 9: 03/06/2015 Page 9 of 9 11/5J2015 Florida Building Code Online ria rc155r6r l td BCIs Home Log In User Registration I Hot Topic I Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map I Links I Search IBusines ProductaPublicl Reeggu laalt iio n HWYifyWW3MPMMM Product Approval Menu > Product or ADE)Ilcatlon Search > Application Llst > Application Detail WSW FL # FL5444-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobaln.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE WI Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDghahlgO7CSsoycOr128CcpCIJxNzsPPRyA%3d 1/2 11/5/2015 r Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online ; Method 1 Option D / 03/16/2015 03/23/2015 03/26/2015 06/23/2015 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architecturalShinglesasphaltroofshingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R8 II 2015 03 FINAL R CERTAINT Approved for use outside HVHZ: Yes FD Asphalt Shingle FL5444-R8 pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166DesignPressure: N/A Created by Independent Third Party: YesOther: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R8 AE 2015 03 FINAL FR CERTAIN Fn Asphalt Shinale FL5444-R8 pdf Created by Independent Third Party: Yes Back Nett Contact us :: 1940 North Monroe Street. Tallahassee Fl 3ZM phone: 850-487-1824 The State of Florida a'an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :- Aocessiblhty 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communicatlon with the licensee. However email addresses are public record. If you do not wish to supply apersonaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter455, F.S., please dick here . , Product Approval Accepts: tom' sccuritY!UCTKicv 0 0 hUps://www.floridabuilchrig.org/pr/pr_ppp dtl.aspx?param=wGEVXQwtDgtah1gO7CSsoycOrl28CcpCIJxNzsPPRyA%3d 2J2 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: /a — % 83 061( hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at 7 tj eC d ik-5 Are— and have determined that the workJobSiteAddress) 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 fullyunderstandthatmakinganyfalsestatementsinwritingwiththeintenttomisleadapublicservantinthe performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant toSection837.06 F.S. Signature o'rContractor A4 tYM e6 c i Lf Printed Name of Con ctor Date CGG/33v3S License # License Type: General Building Residential AlRoofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF .Se yt l time Sworn to (or affirmed) and subscribed before me this -day of %Yja.f 20 /lA b ywhois6 -Personally Known to me or has Produced (type ofidentifica 'on) as identification. SEAL) Sigadture of Notary Public v. ': State of Florida •= NICHOLAS LINDEMANN MY COMMISSION * FF915924 I/t/Z h H : EXPIRES September 07. 2019 Print/Type/Stamp Name +mlaeeoisa F" s«v"was of Notary Public 3