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Home My WebLink About118 Holloway CtCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • /D ws Documented Construction Value: $ Y55h. `- D Job Address: M N O l lt)Wa q `-%1 SW-" 3,_001 Historic District: Yes ❑ No Parcel ID: _ C[>)Pt"-1 &) S`f GjU � Residential ® Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: I 6�Sck__ Title: 12EPI P Phone: UIM 33�, Q3u 5 Fax: qf) 33,a- 0Q-g3 Email: l r) n ICE & RZ VCdcD-e- Property Owner Information Name �(ih(30,� Phone: qD /n `�1 3 1- 1Db") Street: � � 0 -hl C) l lam. -w y Resident of property? : �� City, State Zip: <�(nh,U F-1 �� Contractor Information Name Y _Z� C- Phone: "(D() 39.3 0339 Street: rE I l Nff& 2 Fax: q ci 33c�_ n qq3 City, State Zip: 0 D()0 [Ltk_ El ��oZ �� State License No.: Arch itect/Eng 1 neer Information Name: (��+ Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: MA Address: —` Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5ch Edition (2014) Florida Building Code �7 , Revised: June 30, 2015 Permit Application �v 1 �� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Print /A/�2/6 (�11� lam-JIF Date Signa a if Contractor/Agent Date o K e� lam✓ Agent's Name Print Contractor/Agent's Name 10 Notary -State of Florid Wte Si natuOofNotary-State of Florida Date KIMBERLY A WALKER JOHNACCOMANDO Notary Public - State of Florida .; MY COMMISSION #FF922891 My Comm. Expires Mar 30, 2018 �= EXPIRES: October 18, 2019 .>>%o� „4�' Bonded Thni Notary Public Underwriters ra ;,,,• Commission # FF 107652 gt �tra own to Me or Contractor/Agent is Personall wn to Me or Produced ID t o of ID R ffn(J(t. [ l Li,Un ,Y: 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 ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 14-16 I hereby name and appoint: bscK- Klej1cr,- an agent of: (Name 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): The specific ermit and application t 8 1-In I I m m C4- J a : (Street Address) l Expiration Date for This Limited Power of Attorney: 13 8 License Holder Name: J o h n Y d `y State License Number: Cc 0- D 5F30 Signature of License Holder: STATE OF FLORI A COUNTY OF -� The foregoing instrument was acknowledged before me this. 201 , by to me or ❑ as prod ced identification and who did (diet) take an oath. (Notary Seal) JOHN ACCOMANDO MY COMMISSION # FF 922891 EXPIRES: October 18, 2019 Bonded Thru Notary Public Underwriters (Rev. 08.12) 'hoday of��—",ow who, p rso 3 known d�a Sifa e Print or type name Notary Public - State of Commission No. F xg Y-9 / My Commission Expires: / fi /17 as City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address. .ry')l As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1\ Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles I Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Florida Building Code Online Page 1 of 2 ba r 7 Vb?*a*irtgi;xr: � DfliG °QF?HE SECRETARY .. BCIS Home Log In User Registration Hot Topics t Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map Links •Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier 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-gobain.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 ❑ 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 03/09/2020 Validated By John W. Knezevich, PE R Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSsoycOr12... 2/26/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FI. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_, Product Approval Accepts: W 9 a ME: Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSsoycOrl2... 2/26/2018 EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610)651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance:09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61620-3 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 described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 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. Trinity IERD 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 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) 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 for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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 retained specifically for that purpose. \,l TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6eh Edition (2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.S, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D71S8 2011 3. REFERENCES: Enti Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 CertiJkate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 2 of 12 \I TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20T", XTT" 25, XTT" 30 and XTr" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia T", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark TM IR, Landmark' Pro, Landmark' Premium, Landmark*" TL, Landmark*" Solaris and Landmark*" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate*" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake"", Presidential Shake"" IR, Presidential Shake TLT" and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras', Highland SlateT" and Highland Slater" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 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. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge*", Shadow Ridge*", Cedar Crest"", Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 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 or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 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 Vnd = 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, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.sd =150 mph (V„It =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 Roof shingles listed in Section 4.1 through 4.6 (except Presidential SolarisT") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vaal = 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 F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9SO3 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 �I TRINITY ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 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. Installation of asphalt shingles shall comply with the CertainTeed Corporation 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. 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. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. CT20'', XT"' 25, XTT` 30, )(TT" 30 IR: ENGLISH 12" 12" 12" F —(305 mm)--f —(305 mm) (305 mm)--1 1"(25mm) _Selant 1"(25rn I)5 5/a" (145 mm) — 5 tl, ^ foi Norwood Plant METRIC 13Va" — 131/8'. .. 131/e" 1"(25mm) _ Sealant 1"(25mm) �y 6 I/ff„ Figure 11-3: Use four nails for every fill shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4536 Type 11 is suggested. I Rooting Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4: Use four nails and six spots of asphaft cement on steep slopes. *CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridse for CT201, XTT" 25, XT'"" 30, XT'"" 30 IR: Cut Shingles (251mmt (— -1 � 2" (50 —) rRemove ti �l— — — 11 — _ ti V _ � 1{ 12„ Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11-24: Cut tabs, then trim back to make cap sbtngles (English dimensions shown). 512'(305mm)r� l— (125 m—�m) v`25ml -�iat� as 9)9 S�pNr �"�q5 R�R�I ood 0111) Figure 11-25: Installation of ceps along the hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP17""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthori:ation #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 4 of 12 ��TRINITYJERD 6.5 ARCADIA'": LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for ever,, ftdl shingle located as shown helm',=. Use SIX nails and FOUR spots of asphalt roofing cement for evm fill] shingle :ts shown helow. Apply asphalt roofing cement 1"(25 nun) from edge of shingle. ANI)halt roofing cement meeting,* ASTIN D 4586 Type II is suggested. t' (25 mm) f Nail Lim Nail Nail Lim t' (25 mm) t' (25 mm) — f Figure 2: Use six nails f r every f ill shingle. C, O Figure 3: Use six nails and fi,nr spids of etspbnll ror f l{t' cement on .steep slopes. 6.5.1 Hip & Ridae for Arcadia'": Cedar Crest'", Cedar Crest'" IR Use two (2), minimum 1%-inch long 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, ensuring minimum %-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 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. Hand -sealing adhesive 4" 1l4" r 314" 1" Dab of asphalt cement between 1„ shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certipcote of Authorization 1t9So3 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page S of 12 �TRINITYIERD 6.6 BELMONT® OR BELMONT® IR: Low and Standard Slope Steep Slope (greater than 21:12): (2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing { cement 1" (25mm) from edge of shingle. t� srs• cf 6 mm) o Addi6ard na h if required. siW (16 imn) See below. Asphalt roofing cement meeting ASTNI D4586 Type 11 is suggested. t' (25 rnmi � Roofing Cemait 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crestm or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18: S'hmrglel Ridge. 18, Exposure Remove tape from the right side 1� �' g�` I and fasten " ''•I� �ECOND the Fasten left side 85/8 RIGHT FIRST / LEFT Figure 17-19: Installation of Shanglem Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPlTm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE IJse live nails for even full Shangle. 01 -(25 mm) wl (251mm) F 5/8" (16 mm) ( mm) Figure 17-4: 11se firr nails for et -en., fill GraWhim or Sbaugle. Carriage House Sbangle, or Genlerntial.Slale. �I TRINITY ERD Ilse seven nails and three spots of asphalt roofing cement for every, full Grand Manor Shangle. Ilse live nails and Three spots of asphalt roofing cemem for every full Carriage (louse Shangle and Centennial Slaw. Apply asphalt roofing cement 1" (25 nun) from edge of shingle (rigura 17.5). Asphalt roofing cement meeting ASTJ1 D4586 T1uc II is suggesled. I" f ► (25 mm) t" (25 mm)� (38 mm) or less (25 mm) mm) Figure 17-5: lVben inslalling Grand Jlanor S'bangies on sleep slopes, use seven nails and lbree spots of aspball roofing cenu nl. Hip & RidKe for Carrial2e House Shan1?le® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK'"', LANDMARK"".' IR, LANDMARK"m PRO, LANDMARKTm PREMIUM, LANDMARKTm TL, LANDMARK TM Sums, LANDMARK TM SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm)----(375 mm)——(305 mm)--1 ...a�:�r?u�*a:a.:�:c� a:s-...;.�a,��:.cser,•ra.:: wtce::-_.s.�r: Release Tape 1" (25 mm) —I 1tM„ Nailabler F/z Area LANDMARK TL NorthGate: 131/2" 13" 131/2" --(343 mm)—► --(330 mm)—► --(343 mm)—) i" (25 mm)—►I Figure /34: 11se four nailsfor earl -fill sbigde. WIDE NAILING 12" 14 314" 12. AREA I— (.305 mm) (375 mm) —— (305 mmj -►1 Nadng oJn•2ts ��- —1"(25mmi Uppernallne 1'(25mm)� � Lower nail Ine Nailing areas for low and standard alopes (from 2:12 to 21:12) Nal berimen upper 8 br ez Ines as sh own above. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization N9503 6"" EDITION (2017) PBC NON-HVHZ EVALUATION PL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet AS'1 l D458611'pe If. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" 10 13" in from each edge. METRIC DIMENSIONS �— 12" +-- 143/4,'—_ 12 (305 mm) (375 mm) (305" ---1"(25mm) L"C'S«w""i. n\;i�:S�?c: :a'Mii"!✓.2C:K4Y:�.^.LYs'4:; �:Pw°.::r"'..ri.^i:.4w"L i"(25mm)-►� -- Nail Area l Release Tape For Steep (25 mm) 1 — — — — (25 mm: Roofing Cement LANDMARK TL NorthGate: 131/2" 13" 131/2', (343 mm) (330 mm) (343 mm) �i 1 "(25 mm) 1 "(25 mm)-►' I I Figure 13 5: Use six nails and fo ur spots of asphalt roofing cement on steep slopes STEEP 12" 14-314" 12" SLOPE 1-- 305 mm)— — (375 mmj-- —(305 mm}-- NAILING Nailin units AREA i-.-1'(25 mm) betweeW�pwer 1"(25 mm)-- nat 1lmes. Nailing areas for steep slopes (greater than 21:12) and "Storrn-Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark TM, Landmark TM IR, Landmark*"" Pro, Landmark'"" Premium, Landmark'"' TL, Landmark*" Solaris Landmark*" Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow Ridge`" or NothGate Accessory L 12 97/8" (305mm) L--0 ) 6" 6° g15/16"—�{-- 4t5116' (150mm) (150mm) (125mm) (125mm) 12" (305mm) English Dimension Shadow Ridge — Notch for Centering 1 (337mm) Notches for Alignment to Top Edge 5 (18 mm) the of the Previous (196mm) Cap for 55/8" (141 mm) Exposure L I Metric Dimension Shadow Ridge' Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration tt9S03 6' EDITION (2017) FBC NON-HVHZ EVALUATION FI5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 2M2' MCI anin) 4 WS' 1 125 nmi ceimli g Meech 13 iX — (337 n:m) Nign these notches to top eduo 01 {N?whlus roinse NorthGate Ridge 13 1 /8" -.*--(333 mm)—s f-6 5/8"-►I-0-6 5/&-► _ (168 mm) 168 mm) t } e Centering 131/4' Notch r (337 mm) (1ge otrn)Align these notches to top 7 5/8 edge of (194 mm) previous course. NorthGate Accessory 2. (305mm) ' I Laying Notch I I i it i Figra e 13-20: Use &Tying notches to center shingGs on bips and ridges, and to locate the contact azposure. For ASTM D3161, Class F performance use BASF "Sonolastic® N131TIA" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest—, Cedar CreStTM IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FSC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 9 of 12 6.9 PRESIDENTI"AL SHAKETM .'PRESIDENTIAL SHAKET, IR; PRESIDENTIAL SHAKE TLT"PRESIDENTIAL SOLARIST"": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Nailing ;" 40• above tab cutouts maldng certain tabs of overlying shingle cover nails. Grade Lmes (1016 mm)mm)7-- 5 (133 ram) — 14114" 11l2' 38mm) (36 2 mm) NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening Presidential and Presiderthal TL Sbake shingles on low and standard slopes. 1 1' diameter asphalt roofing cement Figure 16-7• Fastening Presidential and treskk niial M Sbake shingles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shake'"" IR, Presidential Shake TLT"', Presidential SolarIST"'' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY 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 1.3/4" 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. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar CrestT1% Cedar Crest'"" IR hip and ridge shingles. 6.10 HATTERAS'm: LOW, STANDARD AND STEEP SLOPE: �-9" --9" --91' —9"-- (230 ram) (230 ram) (230 mm) (230 ram) I I' I t- (25 rmn) 25 ram)-1 r"-(25 mm) (251mm) _I I I I I Its J I Figum 1,5. is ravening /dNlrtms Sbiirgh- onSterpMopes For steep slopes, ow five onils and eight spots of asph Jt roofing Figure 15-3: Faslenhtg nalteras S'biirk4t r on cenien, for Orb full Millems shingle as shmm Above. Apple 1' lriu,.nnd Sla nlard Slopes (251,1111) diameter slues of roofing Centel,, (WAI U 4586'I)•pe II For low and stand;a d slopes, use Inv trails for each Poll suggested) under (-tch tab corner. Press shingle into place; do not llamas shingle as :hotvn,dwrc. expose cement. GAU'ri tY:'roo ntnch roofing cement can Cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate afAuthoriration t19503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 �l TRINITYIERD 6.10.1 Hip & Ridge for Hatteras*": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three piece units separate to make 54 Hatteras Accessory sbingles, 6.10.1.2 Option 2: Cut Hatteras Shingles 91,— (230 mm} I I mfil)---- Fes\2� (4uv gotio --- -- ----I--- 18 (203mn) -- ------ -- 460mm} Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbin& to niake cover cap. Figure 15-21: Installation of caps along bips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE TM, HIGHLAND SLATE TM IR: LOW AND STANDARD SLOPE: STEEP SLOPE: 9' 9, Use FIVE nails and EIGHT spots of asphalt roofing cement* for each an p laomt zmmml zsomm I full Highland Slate shingle. For Miami -Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab h (2s',,n) Rstmm) corner. Asphalt roofing cement meeting ASTM D4586'lype Il L; suggested. aus t24om ) Miami -Dade requires SIX nails (hvo nails installed over canter afoul as shown). MzaiuDade requires SIX nails ttxo nails inalaNetl ear center cutout as ft- Figure 11-3: Use FIVE nails for evM, Higblmttt State shingle. Figure II.3A: Use FIVF, nails and eigbl spots ofasp&dl roofing conient under eacb tab corner. *CAUTION: Excesslve use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate TOM IR: Refer to instructions herein for Cedar Crest'm, Cedar CrestTM IR or Shangle RidgeT" hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate olAuthori:ation 119Sa3 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 11 of 12 1�RINIlY J ERD 6.12 -PATRIOT*"": LOW AND STANDARD SLOPE STEEP SLOPE list. FOUR nails for every hill shingle located as sliown below. Use FOUR nails and filar spots of asphalt roofing cement for every fill shingle as shown below. AslAiAt roofing ccnient nieeting A51'N D4586 TYpe 11 is suggested. Apply 1 " (125 nn») spots of asph dl roofing Sealant cement :ts shown. CAUTION: Excessive use of raring cement can cause shingles to blister. 6r1/8' ~ — ' (25 mm) 1' (25 mr}-+ i (156 mm) i Imo- 13*111 ' +f 13-vx .� 1333mri (33,mml (113mm) + — — n56 mmTl _ T IRating Cement Imo- 124T +l-- 13-1;3' —j— 12-;2' --I (Mmn) 3 mrz) (308mm) 6.12.1 Hip & Ridge for Patriot*": Refer to instructions herein for Cedar Crest'", Cedar Crest*" IR, Shadow Ridge TM, NorthGate or Shangle Ridge'"" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / 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 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3S32.09.0S-R13 Certificate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S3-SS47 Revision 13: 09/05/2017 Page 12 of 12 Florida Building Code Online Page 1 of 2 vv BCIS Home Log In User Registration Hot Topic i Submit Surcharge Stats & Facts ; Publications FBC Staff 1 BCIS Site Map Links Search i FI rich _ Product Approval USER: Public User a-rcaqq,,,,ra Product Approval Menu > Product or Aoplica[bn Search > Application List > Application Detail DCCl tIR , FL # FL17194-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer RobetexInc Address/Phone/Email 215 Antioch Cut Off Dalton, GA 30740 (706) 618-6264 kerry.talbot@robetexinc.com Authorized Signature Kerry Talbot kerry.talbot@robetexinc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden ® Validation Checklist - Hardcopy Received Certificate of Independence FL17194 R2 COI RBX14001.2 2017 FBC Evaluation Report final.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.1.1 Product Approval Method Method 2 Option B https:Hfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIlBTCmE3... 2/26/2018 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/27/2017 09/28/2017 09/30/2017 12/12/2017 FL # Model, Number or Name Description 17194.1 Tech Wrap Underlayments Synthetic underlayments for use in steep slope roofing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17194 R2 II RBX14001.2 2017 FBC Evaluation Report final.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL17194 R2 AE RBX14001.2 2017 FBC Evaluation Report finai.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: L"==" M FG0 9=' M Credit• Safe 5ccuritymim https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIlBTCmE3... 2/26/2018 Certificate of Authorization No. 29824 �!E E K 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LL C (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: ROBETEX INC. Issued September 26, 2017 215 Antioch Cut Off Road Dalton, GA 30720 (706) 618-6264 hftp://www.robetexinc.com Manufacturing Plants: Hebei, China Quality Assurance: Intertek (QUA1673) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties REFERENCES Enti Report No. Standard Year Intertek Testing Services NA, Inc. (EVL11327) CCRR-1038 ICC-ES AC 188 2012 ASTM D 226 2009 PRODUCT DESCRIPTION Tech Wrap 150 Tech Wrap 150 is a mechanically attached woven polypropylene underlayment for use in steep slope roofing as an alternate to ASTM D 226, Type I and Type II roofing underlayments. Tech Wrap 300 Tech Wrap 300 is a mechanically attached woven polypropylene underlayment for use in steep slope roofing as an alternate to ASTM D 226, Type I and Type II roofing underlayments. Tech Wrap Ultimate Tech Wrap Ultimate is a mechanically attached woven polypropylene underlayment for use in steep slope roofing as an alternate to ASTM D 226, Type I and Type II roofing underlayments. Tech Wrap Supreme Tech Wrap Supreme is a mechanically attached woven polypropylene underlayment for use in steep slope roofing as an alternate to ASTM D 226, Type I and Type II roofing underlayments. RBX14001.2 FL17194-R2 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ROBETEX INC. TECH WRAP UNDERLAYMENTS TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than'/8' gap at abutting joints. Min. slope: In accordance with FBC requirements. Attachment method: Underlayment shall be attached in accordance with FBC Table 1507.1.1 and manufacturer's installation instructions. At minimum, mechanically fastened with minimum 1" diameter plastic cap naps with min. 1" shank placed 12" o.c. at the side laps and 2" from the from edge of the sheet and 24" o.c along the along the center lines printed on the sheet. The side laps shall be a minimum 4" wide and minimum 12" wide at the end laps. End laps shall be fastened 12" o.c. along the lap and 2" from the end of the top layer. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All side laps shall be installed to shed water from the deck. Allowable roof coverings: Mechanically attached roof systems as prescribed in FBC Section 1507.1.1 Code Approved Drip Edge At Rake Deck Tech Wrap Applied Over Synthetic UnderlaymentUnderiayment 1 x� z "•r C' F %{�''.r ,.( � i • erg r` �;/ � � u-. • g` �fi u Y yyr 2" From Edge j \ r • - r.: a1. - Drip Edge At Eaves Applied Directly r i a To Deck 4 Top Lap - ry 12" End lap Recommended a Recommended Figure 1. Installation Detail for Tech Wrap Underlayments RBX14001.2 FL17194-R2 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ROBETEX INC. CREEK TECH WRAP UNDERLAYMENTS TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 9) Tech Wraps underlayments may be exposed on the roof deck for a maximum duration of 30 days. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. �YI IRrr� %%%" ,yQ,••.�� C�E N 3F•. �'�'. No 74021 STATE OF ' 44/' Al F�' '•�R�, ,SS,�ON .. E�%% CERTIFICATION OF INDEPENDENCE 2017.09.26 16:25:54 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT RBX14001.2 FL17194-R2 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. THIS INSTRUMENT PREPARED BY: Name: LISA KELLER Address: 2312 CLARK ST. B-13 APOPKA, FL. 32703 Permit Number: Parcel ID Number: � ��! �'i�t t�� 1� ills► �Il�f Ili Ili GRANT MPLOY: SEl1:[NOt_E COUNT'(CLERK OF t:l'RCLILT C:OIJRT & CO11PTROLLER Bh 9058 P:g 1876 6F'ss) CLERK'S - 2018i:u:i5b55 RECORDED 01/17/21-51B 12.31-1- i7 FTI RECORDING FEES $10.00 RECORDED BY tsrnith The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 118 HOLLOWAY CT. SANFORD, FL. 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: REROOF 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: VALERI-E_JOHNSON 118 HOLLOWAY CT. SANFORD. FL. 32771 Interest in property: OWNER Fee Simple Title Holder (if other than owner listed above) Name: N/A Address: ----- --- 4. CONTRACTOR: Name: JOHN KELLER ROOFING, INC Phone Number: 407-332-0345 Address: 2312 CLARK ST. B-13 APOPKA, FL. 32703 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: ----------- Amount of Bond:-------- 6. LENDER: Name: N/A 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: N/A Phone Number: ------ Address: ------- 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 COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ignature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) State of HtC1'1c L County of � ? co t1 CA E, VALERIE JOHNSON/OWNER (Print Name and Provide Signatory's Title/Office) The foregoing instrument was acknowledged before me this .? day of i 11`' _t l_ ii-t i . 20 jfl ll by �t'00Y) 1 .- �) l ��1`x (� Who is personally known to me ❑ OR Name of person making statement who has produced identification�f 1 type of identification produced: KIMBERLY A WALKER r . . Notary Public - State of Florida N,+ My Comm. Expires Mar 30. 2018 o; i"IfOF F�DP�� Commission # FF 107652 �1111�� >> �*} • SkNFO �t4 l CITY PERMITTING REQUIREMENTS - NO PLAN REVIEW REQUIRED THIS DOCUMENT (SIGNED) ALONG WITH AN ACCURATE AND COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK ARE REQUIRED TO BE SUBMITTED AS PART OF YOUR PERMIT APPLICATION. THE SCOPE OF WORK MUST INCLUDE ALL APPLICABLE FLORIDA PRODUCT APPROVAL NUMBERS FOR ALL ROOF COMPONENTS THAT WILL BE INSTALLED ON THE PROJECT. A PERMIT WILL NOT BE ISSUED WITHOUT THESE DOCUMENTS. COPIES WILL BE MADE TO POST ON THE JOB SITE. "PROJECTS LOCATED IN THE SANFORD HISTORIC DISTRICT WILL REQUIRE PLAN REVIEW AND APPROVAL BY THE SANFORD HISTORIC PRESERVATION BOARD INSPECTION POLICY & PROCEDURES A FINAL ROOF INSPECTION IS THE ONLY INSPECTION REQUIRED FOR RESIDENTIAL (SINGLE FAMILY, TOWNHOUSE, MOBILE HOME, APARTMENT AND/OR CONDOMINIUM) RE -ROOF PERMITS. THE FOLLOWING IS REQUIRED TO BE PROVIDE ON THE JOB SITE: • PERMIT CARD, POSTED IN A CONSPICUOUS AND WEATHERPROOF LOCATION • COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK • COMPLETED AND NOTARIZED INSPECTION AFFIDAVIT • ALL FLORIDA PRODUCT APPROVAL AND CORRESPONDING INSTALLATION INSTRUCTIONS (PRODUCT APPROVAL SHALL MATCH WHAT IS ON THE SCOPE OF WORK) • DIGITAL PHOTOGRAPHS (MUST INCLUDE THE PERMIT NUMBER OR ADDRESS IN EACH PICTURE) o EACH PLANE OF THE ROOF, SHOWING THE UNDERLAYMENT INSTALLED o ROOF DECK NAILING PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER) o ROOF DECK NAILS USED (INCLUDING A MEASURING DEVICE OR RULER SHOWING SIZE OF NAILS) o UNDERLAYMENT PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER) o DRIP EDGE & VALLEY ATTACHMENT (INCLUDING A MEASURING DEVICE OR RULER) o SHINGLES INSTALLED, NAIL PATTERN AND LOCATION OF NAILS • SKYLIGHTS (IF APPLICABLE) o DIGITAL PHOTOGRAPHS SHOWING ALL INSTALLATION COMPONENTS, PER FL PRODUCT APPROVAL o DIGITAL PHOTOGRAPHS SHOWING ALL REQUIRED FLASHING, PER FL PRODUCT APPROVAL FAILURE TO FOLLOW THESE SPECIFIC GUIDELINES WILL RESULT IN AN AFFIDAVIT PROVIDED BY A FLORIDA DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER), CERTIFYING FBC CODE COMPLIANCE BY PERSONAL INSPECTION. CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: DATE: Q� JOB ADDRESS: l I? � 01 PERMIT # Building & Fire Prevention Division RESIDENTIAL RE -ROOF SCOPE OF WORK 3a STRUCTURE TYPE: 0 SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF) DECK TYPE (PLEASE SPECIFY): &jwp * *PLEASE NOTE: ONLY 100 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED ** ROOF VENTILATION: db OFF -RIDGE O RIDGE O SOFFIT OPOWERED VENT O TURBINES SKYLIGHTS: O YES O NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 O 2:12 -4:12 0 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# OINSULATED FL# O TILE FL# O OTHER: FL# ROOF EXTENSIONS (PORCHES. PATIOS. ETC.) **IFAPPLICABLE** ROOF SLOPE: O LESS THAN 2: l 2 O 2:12 - 4:12 O 4: l 2 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# OINSULATED FL# O TILE FL# O OTHER: FL# CITY OF l� FORD Building & Fire Prevention Division l RESIDENTIAL RE -ROOF AFFIDA HT FIRE DEPARTMENT RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SH. EATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS PERMIT #: /0 ` �f Jy ADDRESS: �I IF H01100. v� thn brd 3 I o 1) In KQA `C/ , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR ROOFING CONTRACTOR, ENGINEER, 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 HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS 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 THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). LICENSE #: CC COMPANY / CONTRACTOR-OhrI Kej lei &DHCO �rl CONTRACTOR SIGNATURE: DATE: 7 �� (MUST BE SIGNED BY LICEN*OER OWNER/BUILDER) A FINAL ROOF INSPECTION IS REQUIRED: THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING 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 PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DRIP EDGE•AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK FOR 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 OF Sworn to and Subscribed before me this _ day of L 20 _Ltby: �K26,W4L- Who is ❑ Personall wn to me or has ❑ Produced (type of iden ification) {� 1 ^n 4-1f, as identification. C14 8 Si re of gotary Public tat of Florida PAnt/Type/Stamp Name of Notary Public �..P� JOHMACCOMANDO F92285?MY COMMISSION I F a*; EXPIRES: October 18. 2019 `oc i;z.r Bonded Thru F!ota!y Public CITY OF SkN�' Building & Fire Prevention Division RESIDENTIAL RE -ROOF AFFIDA PIT FIRE DEPARTMENT RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS PERMIT #: ADDRESS: 135 V Jocp r tdg e -� � F o 3JT? ) I �h n Il 7 AS A(N) �RNF.RAi._ Rliii.I�1NC _ RFSIi�FNT1AT, f1R ROOFING CONTRACTOR, ENGINEER, 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 HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS 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 THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). LICENSE ##: CC C b ✓ U 3D I COMPANY / CONTRACTOR: CONTRACTOR SIGNATURE: DATE: ( I B (f+ (MUST BE SIGNED BY LICENSE H R OR OWNER/BUILDER) A FINAL ROOF INSPECTION IS REQUIRED: THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING 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 PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK FOR 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 FLOREDA COUNTY OF Sworn to and Subscribed before me this day of 20 /c� by: . Who is,'�Personally Known to me or has ❑ Produced (type of id& 7ification)'/ i7yC \\ as identification. PP • JOHN ACCOMANDO MY COMMISSION # FF 922891 Si at a of Notary Public ,• •`, EXPIRES: October 18, 2019 .St of Florida Bonded Thru Notary Public Unde writers Print/Type/Stamp Name of Notary Public