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Home My WebLink About309 W 9th St; 17-1999; ROOFCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F Application No: Documented Construction Value: $ 3500 Job Address: 0 I W n cj J CQeT 50 (Z2f/A4-,, Historic District: Yes No Parcel ID: C -5,-1 9 ^ .30- 5A&- - I I011 - 0 14 ResidentiaL rCommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 6 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 0/) 0 6 11AS Phone: Street: Resident of property? : tin City, State Zip: S 1 (! 4er r(. 53 4 1 (/ Contractor Information bb ene Per, `4 4" 1ci m Name ro:Tp Phone: Street: 2 ci _ Fax: WPW 1 l _ C'_(` City, State Zip: p State License No.: C d5 CP . chitect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be 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: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 witjvpll applicable laws regulating construction and zoning. Sigoattttt of 9AMAg t Date / Signaaue of Contractor/Agent Date Pent ovma/Agent's Name Print Contractor/Agent' s Name 9Mja1/- ) V 047 S,store o Notary -State of Frohda at Signature of Notary -Start of Florida u taa Puei DORENE L PENNALIOON Y P FtOBERTV. MALONEY MY COMMISSION t FF 221832 ° MY COMMISSION i FF 917403 EXPIRES: June 24, 2019 * * EXPIRES: October 12, 2019 OF 11OP` Bonded Thru Budget Notary Servka Boded Thru Budges Notary an = OF M1 Owner/Agent is Personally Kno to Me or Contractor/Agent is Personally Known to Me or Produced ID JG Type of ID M L, Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: '7,&a Iq UTILITIES: ENGINEERING: COMMENTS: 13 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application Property Record Card CIA Parcel: 25-19-30-5AG-1106-001Afplilw`, A Owner: WYSONG HOLDINGS LLC No Property Address: 309 W 9TH ST SANFORD, FL 32771 Parcel Information ! Parcel 25-19-30-5AG-1106-001 A Owner WYSONG HOLDINGS LLC Property Address 309 W 9TH ST SANFORD, FL 32771 Mailing 19332 GULFSTREAM DR JUPITER, FL 33469- Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 0102-SINGLE FAMILY - SANFORD HISTORICAL DISTRICT Exemptions Legal Description W 39 FT OF LOT 1 + W 39 FT OF N 15 FT OF LOT 2 BLK 11 TR 6 TOWN OF SANFORD PB 1 PG 59 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51,320 ! 0 51,320 Schools 51,320 i 0 I 51,320 City Sanford 51,320 ; 0 ; W 51,320 SJWM(SaintJohns Water Management) 51,320 1 0 51,320 County Bonds 51,320 0 f 51,320 Sales Description Date Book Page Amount Qualified Vac/Imp QUITCLAIM DEED WARRANTYDEED SPECIAL WARRANTY DEED CERTIFICATE OF TITLE QUITCLAIM DEED QUITCLAIM DEED ~ WARRANTY DEED ADMINISTRATIVE DEED PROBATE RECORDS WARRANTY DEED 4/1/2017 ! 08896 1060 4/1/2017 : 08896 j 1063 11/1/2015 08586 1206 8/1/2015 ; 08530 1147 8/1/2010 07435 1112 6/1/1997._.._ 03368 0755 6/1/1997 103261 1361 2/1/1995 02903 1242 10/1/1994 02842 0908 8/1/1991 02333 2077 100 57,000 35,000 4,800 247200 100 35,000 100 100 25,000 No 1 Improved Yes Improved j No Improved i No Improved No Improved No v Improved Yes Improved No Improved No Improved No Improved Find Comparable Sales CERTIFICATE OF APPROPRIATENESS HISTORIC PRESERVATION BOARD CITY OF SANFORD 300 S. Park Avenue Sanford, Florida 32771 407.688.5145 e WWw.sanfordfl.gov/HP THIS DOCUMENT MUST BE POSTED AT ALL TIMES UNTIL PROJECT IS COMPLETED. ISSUED TO: DATE ISSUED: Mark Wysong May 11, 2017 for 309 W. 91h Street DATE EXPIRES: Sanford, FL 32771 November 12, 2017 BP#17-1368 Approved to re -roof architectural shingles in color "Onyx Black" (manufacturer: Oak Ridge) or "Moire Black" (manufacturer: Certainteed). Approved to remove the metal pipe vent on the SE corner of the structure per Figures 1 and 2. Replacement of metal windows must be applied for via a separate CofA application and must include photographs and dimensions of proposed new windows. Christine Dalton, AICP Historic Preservation Officer/Community Planner Please be advised it is the owner and/or agent's responsibility to notify staff of any potential changes from the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of Appropriateness does not constitute final development approval. The applicant is responsible for obtaining all necessary permits and approvals from applicable departments before initiating development. IS A BUILDING PERMIT REQUIRED FOR THE ACTIVITY LISTED ABOVE? ®11E'S NO Building Department Representative jrr j $ Pin%,,MAY 9 2017 APPLICATION # FOR A CERTIFICATE OF APPROPRIATENESS... Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. General Information Downtown Commercial Historic District[] Residential Historic Distric Is this a retroactive request? Yes No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes[] No[] Proposed improvements will affect the f 11 , i el-evv tions. North South East West Property Address: Q c'l r Property Owner Information Print Name: Mailing Address: Applicant/Agent Print Name: Mailing Address: r/ // lf .) Phone: ' /_`f 2 ? 5Email: liJLf t Signature: Sig BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY B"EQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU AL ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND Al R TE TO THE BE "FOF YOUR KNOWLEDGE. f Signature: ` ' Date: - Would you like to receive emails regarding Historic Preservation and Community Planning within your community? Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For largeprojects an itemized list is requi d. Use the rev rse side if necessary. HISTORIC PRESERVATION BOARD • 300 S. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP Dalton, Christine From: Mark Wysong <mwysong@gmail.com> Sent: Tuesday, May 9, 2017 7:33 PM To: Dalton, Christine Subject: Metal pipe vent on 309 W 9th street Christine, I am requesting the removal of the metal pipe vent off the SE corner of the roof at 309 West 9th street. Thank you. Mark Wysong 561-400-6275 mMsong@gmail.com 1 5 D. , City of Sanford Building Division 7Z Residential Re -Roof Inspection Policy & Procedures 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 FBCCcode compliance by personal inspection. CONTRACTOR (oR OWNER/BunDER) SIGNATURE: /%G - iP"' - DATE: D PERMIT # City of Sanford Building Division 4 Residential Re -Roof Scope of Work JOB ADDRESS: 301 y V • q STRUCTURE TYPE: SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: WREPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF) DECK TYPE (PLEASE SPECIFY): Ixd-e-cLinoboards; PLEASE NOTE: OIVLY100 SQUARE FEET OF THE EXISTIIVGDECSIS PE ITIED TO BE REPLACED ** ROOF VENTILATION: X'O -RIDGE O RIDGE OSOFFTT OPOWERED VENT OTURBINES SKYLIGHTS: O YES ONO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 O 2:12 — 4:12 :12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL SHINGLE" FL# `' 2 -' r O METAL FLU# O MODIFIED BITUMEN FL# O TORCH DOWN FL# OINSULATED FL# O TILE FL# O OTHER: FL# ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) "YAPPLICABLE** ROOF SLOPE: O LESS THAN 2:12 O 2:12 —4:12 O 4:12 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# 0 OTHER: FL# b BP006U01 CITY OF SANFORD 7/06/17 Edit Narrative 8:51:55 Application number, type 17 00001999 ROOFING APPLICATION Property address . . 309 W 9TH ST Type information, press Enter. Approved to reroof with architectural shingles in "Onyx Black" color. Approved to remove metal pipe vent on SE corner of building. All pitched roof surfaces must match in material, dimension, profile, texture, and other visual qualities. Wood repair is permitted for decking/underlayment. Should eaves or other areas require repair, a separate CofA must be submitted which reflects the repair areas and proposed materials prior to commencement of work. T/S: 07/06/2017 08:51 AM DALTONC----------------------- More... F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults m MJP WINDOWS & CONSTRUCTION, INC. LAKE MARY, FL 32746 TONY MONTOYA 321-202-9631 407)265-2215 / PHONE mjpwin@cfl.rr.com LICENSE # CRC057525& LICENSE # CCC057886 PROPERTY ADDRESS: WYSONG HOLDING LLC 309 W. 9T" STREET SANFORD. FL A PROPOSAL FOR THE FOLLOWING: TO TEAR OFF EXISTING SHINGLE ROOF HAUL OFF ALL ROOFING DEBRIS & MATERIAL INSTALL NEW UNDERLAYMENT INSTALL NEW PLUMBING STACKS INSTALL NEW VENTS INSTALL NEW PEEL & STICK IN VALLEYS INSTALL 26 GUAGE EVE DRIP RE -NAIL DECKING TO CODE JUNE 27.2017 REPLACE ANY ROTTEN WOOD AT AN ADDITONAL COST OF $50.00 PER SHEET OR $6.00 PER LINEAR FOOT FOR DECKING BOARD AND FASCIA BOARD initial INSTALL NEW 30 YEAR GAF ARCHETICTUAL SHINGLES WILL CEMENT ALL EDGES OF ROOF AND VALLEYS MJP IS NOT RESPONSIBLE FOR REMOVAL AND RE -INSTALLATION OF SOLAR PANELS 3 YEAR LABOR WARRANTY PERMIT INCLUDED WE PROPOSE TO FURNISH THE ABOVE COMPLETE IN ACCORDANCE WITH THE ABOVE TERMS FOR THE SUM OF: TOTALING: $3.500.00 PRICES ARE GOOD FOR 30 DAYS FROM ABOVE DATE TERMS: TOTAL PAYMENT DUE UPON COMPLETION CONTRACTOR'S ACCEPTANCE COMPANY REPRESENTATIVE: i , {,"I1 r' OWNER'S ACCEPTANCE THE FOREGOING TERMS, SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY AGREED TO. YOU ARE AUTHORIZED TO DO THE WORK SPECIFIED. PAYMENT WILL BE MADE AS OUTLINED ABOVE. THE OWNER UPON SIGNING THIS AGREEMENT REP ENTS A ND WARRANTS THAT HE/SHE HAS READ THIS AGREEMENT. OWNER- DATE: 712, / 71 BCIS Home Log In User Registration `Hot Topics Submit Surcharge i Stats & Facts i Publications FBC Staff I BCIS Site Map I Links Search Florida Product Approval Public user P.r+:a dam Product Approval Menu > Product or Application Search Application List > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.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 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Ye4r ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/26/2016 Date Validated 08/26/2016 Date Pending FBC Approval 08/30/2016 Date Approved 10/13/2016 Summary of Products FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.Dddf 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 AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. '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: MINI ® eChetk Credit Card Safe TTRINITYIERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 FL10124-R19 Date of Issuance: 01/03/2008 Revision 21: 08/26/2016 SCOPE: 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 described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 "Trinity I ERD 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 1 t 3.... 0, T'•.: petQa : . ryFS+ •.« •sy r` The facsimile seal appearing was authorized by Robert Nieminen, li 3f at-;t•` P.E. on 08/26/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 J 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 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. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 REFERENCES: tniiiy Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 LIL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 LIL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 2 of 6 Ent Examination Reference Date UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL, I.I.C. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, I.I.C. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, I.I.C. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shaffer, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® area fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® II, Fortitude'", Glenwood"", Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldT°", Monaco®, Sienna®, Timberline® American Harvest®, Timberline® ArmorShieldT' II, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge® ArmorShieldT'" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 3 of 6 ITI 4.3 Accessory Starter Strips: 4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlockerM Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatchT"" Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatchT" are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I 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 in the HVHZ. 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 The GAF asphalt shingles noted in Section 4.1 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 use in all wind zones up to Vasil = 150 mph (V„ it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use 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. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof 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. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF 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 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum, four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot ll, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 4 of 6 TRINITY ( ERD 6.3.2 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. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5" Sealant 1" (292 mm) 1" Sellante 25 mm) (25 mm) Enduit d 6tancheite r R A ® 12" 305 mm) Nail Clavo 6 5/8" - 7 5/8" Clouer 168 - 194 mm) I 12" 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 11-5` 8ealam 1• IM mrsi1 1 $gllarrta 25 nirm) 1.25 mmi Enduitd'dtanch6itd Nan 0 4 IfCr ( 305 `' ) m 22€i nim) 1.2" 305 ntintl 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 5 of 6 01 I TRINIIYIERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements 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 CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 6 of 6 n : ar W: , BCIS Home Login I User Registration I Hot Topics I Submit Surcharge Stats @ Facts I Publications I FBC Staff IBCIS Site Map I Links I •Search' Florida Product Approval r . ci -- .USER: Public User Y yvre.'%GG BcG.r.'r Product Approval Menu > Product or Application Search > Application Llst > Application Detail FL # FL12510-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer PrimeSource Building Products, Inc. Address/ Phone/Email 2115 East Beltline Road Carrollton, TX 75006 508) 436-6100 barregop@primesourcebp. com Authorized Signature . Pete Barrego barregop@primesourcebp. com Technical Representative Pete Barrego Address/ Phone/Email 333 Manley Street West Bridgewater, MA 02379 508) 436-6100 barregop@primesourcebp. com 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/19/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12510 R6 COI 2016 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507. 2.3 1507. 5.3 1507. 7.3 1507. 8.3 1507. 9.3 1507:9.5 R905.2.3 R905.2.7 R905.6.3 Product Approval Method Method 2 Option B Date Submitted 04/19/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 Summary of Products FL # Model, Number or Name Description 12510.1 Grip -Rite ShingleLayment® Synthetic roof underlayments Synthetic Roofing Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL12510 R6 II 2016 04 FINAL PRIMESOURCE Underlavments FL12510- R6.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use. Evaluation Reports FL12510 R6 AE 2016 04 FINAL PRIMESOURCE Underlavments FL12510- R6. 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 AA/EEO employer. Cooyriaht 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: heck is Credit Card Safe Lai EVALUATION REPORT 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 1r0 ® " PrimeSource Building Products, Inc. Evaluation Report P40180.01.12-R4 2115 East Beltline Road FL12510-R6 BUILDING PRODUCTS, INC. Carrollton, TX 75006 Date of Issuance: 01/18/2012 Revision 4: 04/19/2016 SCOPE: 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 described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: PrimeSource Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 I ERD 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 "Trinity IERD 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 4. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. an 04/19/2016 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinityl 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: PrimeSource Roof Underlayments, as produced by PrimeSource Building Products, Inc., have demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.2.3, 1507.5.3, 1507.7.3, T1507.8, 1507.8.3, 1507.9.3, 1507.9.5 1507.2.3, 1507.5.3, 1507.7.3, 1507.8.3, 1507.9.3 3. REFERENCES: KngtY ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) Miami -Dade (CER1592) ICC-ES (EVL2396) UL LLC (QUA9625) 4. PRODUCT DESCRIPTION: Properties Standard Year Unrolling, Breaking Strength, ASTM D226 2006 Pliability, Loss on Heating Unrolling, Tear Strength, Pliability, ASTM D4869 2005 Loss on Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability Examination Reference Date Physical Properties P12460.03.09 03/19/2009 Physical Properties P12460.04.09-R2 03/02/2011 Physical Properties P44880.08.13-2 08/27/2013 Physical Properties P46850.12.13 12/03/2013 Physical Properties SC5430.03.14 03/24/2014 Physical Properties PSBP-SC10480.01.16 01/15/2016 FBC HVHZ compliance 14-0520.11 08/14/2014 2012 IBC/IRC compliance ESR-2945 03/01/2015 Quality Control Service Confirmation Exp. 04/19/2019 4.1 Grip -Rite ShingleLayment® Premium is a woven 10x10 scrim polypropylene, two -side coated roof underlayment. 4.2 Grip -Rite ShingleLayment-15® is a woven 10x10 scrim polypropylene, two -side coated roof underlayment. 4.3 Grip -Rite ShingleLayment-LWE® is a woven W scrim polypropylene, top -side coated roof underlayment. S. LIMITATIONS: a a yg^ar4 • RiteA. 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 or design guidance unless retained specifically for that purpose. 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 or test report from accredited testing agency for fire ratings of this product. 5.4 PrimeSource Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, U.C. Evaluation Report P40180.01.12-R4 Certlflcate of Authorization r<9503 FL12510-R6 Revision 4: 04/19/2016 Page 2 of 4 5.5 5.6 5.6.1 4LI16od, M Allowable roof covers applied atop PrimeSource Roof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS -' Wood Slate or Asphalt Nail -On Foam -On Underlayment Metal Shakes & Simulated Shingles Tile Tile Shingles Slate Grip -Rite ShingleLayment® Yes No No Yes Yes Yes Premium Grip -Rite ShingleLayment-15® Yes No No Yes Yes Yes Grip -Rite ShingleLayment-LWE® Yes No No Yes Yes Yes Exposure Limitations: Grip -Rite ShingleLayment® Premium, Grip -Rite ShingleLayment-15®, and Grip -Rite ShingleLayment-LWE® shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 PrimeSource Roof Underlayments shall be installed in accordance with PrimeSource Building Products, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Grip -Rite ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or Grip -Rite ShingleLayment-LWE®: 6.2.1 Install in compliance with PrimeSource Building Products published installation instructions and the requirements for ASTM D226 or D4869 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.2.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.2.3 Corrosion resistant fasteners shall be plastic cap nails or plastic cap -staples (max. 30 day exposure for plastic cap -staples) with minimum 1-inch diameter head. Ensure fasteners are installed at 90 degree angle to the deck with flush contact between the plastic cap and the upper surface of the underlayment. Fasteners shall be of sufficient length to penetrate through the underside of plywood or OSB decks, or minimum %-inch embedment into dimensional lumber / tongue -and -grove wood decks. 6.2.4 Install a leak barrier of ASTM D1970 or equal holding Florida Statewide Product Approval at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of Grip -Rite ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or Grip -Rite ShingleLayment-LWE®. Along the rake, install Grip -Rite ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or Grip -Rite ShingleLayment-LWE®, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the Grip -Rite ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or or Grip -Rite ShingleLayment-LWE® and exposed decking. At other areas, install the leak barrier over the Grip - Rite ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or Grip -Rite ShingleLayment-LWE®. 6.2.5 Non -Tile Roof Installations: Single Layer; Roof Slope > 4:12: Starting at the eave, fasten the eave edge and 6-inch wide vertical laps max. 8-inch o.c., and max. 24-inch o.c. down the center of the roll. Continue upslope in a similar manner, maintaining minimum 4-inch wide horizontal and minimum 6-inch wide vertical laps. Fasten 8-inch o.c. at the laps and 24-inch o.c. down the center of the roll. Ensure all vertical laps are staggered at least 3-feet apart. In wind zones of V,,n > 142 mph per FBC Figure 1609A, 1609B or 1609C (Vasd > 110 mph per FBC 1609.3.1), increase the fastening schedule to 4-inch o.c. at all laps and 24-inch o.c. down the center of the sheet in the field of the roof. Exterior Research and Design, I.I.C. Evaluation Report P40180.01.12-114 Certificate of Authorization #9503 FL12510-116 Revision 4: 04/19/2016 Page 3 of 4 Double Layer; 2:12 < Roof Slope < 4:12: Starting at the eave, fasten the eave-edge of a half -width starter -strip and 6-inch wide vertical laps 8-inch O.C. Continue upslope in a similar manner, with minimum 24-inch horizontal and minimum 6-inch vertical laps. Fasten 8-inch o.c. along the low edge and vertical laps and 24-inch o.c. down the center of the roll. Ensure all vertical laps are staggered at least 3-feet apart. In wind zones of V,,it > 142 mph per FBC Figure 1609A, 1609E or 1609C (Va,d > 110 mph per FBC 1609.3.1), increase the fastening schedule to 4-inch o.c. at all laps and 24-inch o.c. down the center of the sheet in the field of the roof. 6.2.6 Batten -Secured. Non -Tile Roof Covers: When battens are installed over Grip-RiteTM ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or Grip -Rite ShingleLayment-LWE®, the underlayment need only be preliminarily attached in advance of batten installation. Ensure preliminary underlayment attachment does not interfere with batten locations. PrimeSource recommends use of a pressure sensitive, double sided tape or an SBS peel and stick foil -faced or double sided tape as a gasket between the batten and the underlayment. 6.2.7 Grip -Rite ShingleLayment® Premium, Grip -Rite ShigleLayment-15® or Grip -Rite ShingleLayment-LWE® may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409, karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report P40180.01.12-R4 Certificate of Authorization #9503 FL12510-R6 Revision 4: 04/19/2016 Page 4 of 4 i lillillililillillilliillillillillillilliflI THIS INSTRUMENT PREPARED BY: Name: DORENE PENHALICZON 13 Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. ri._ati. .il +.r`tt.;'_f3. :[.)'t;E=d"t ;. :flf'i`f i':Lll_i..c:r.r: n :; G1_ERK.' S A' ?E 1706' 21' 1_: is .... r ,:(t; ; „i3 Parcel ID Number. 25-19-30-5AG-1106-001A 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. W 1P9 UI' L5 I ?'+ Ty y'!@I"c6r9fVeTT91!6t2tAtd sfIfYgl' I)'OWN OF GEdEQALRF' CRIPTION OF IMPROVEMENT: CcRiI I-U "tacr _ r !;rrJT 1ajQ" 1 KUVVIt'- C!ERr C E C.IPCUIi LUU , <Y, r fs. . . F "i rt 4 F ; sa qAN OWNER INFORMATION: 8Y Address: 19332 GULFSTREAM DRIVE JUPITER, FL 33469 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: MJP WINDOWS & CONSTRUCTION, INC. Address: 208 TEAKWOOD COURT LAKE MARY, FL 32746 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)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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. Under enalt)es of perjury, a are that I have read the foregoing and that the facts stated In it are true t est of my kn go anI belief. ees g ture Owners Printed e Florida Sta to 7 3.13(1)( a owner sign the notice of commencement and no one else may be pennitta ! sign In his or ar stead.' State of -Ucr_i da County of The foregoing Instrument Instrument/was acknowledged before me this A day of c o /t 12 wbyt1I( V d SCE' / geL , — . Who is personally known to me LJ Name of person mailing s'tatt nt OR who has produced identifications type of identification produced:o I yP"k% DORENE L PENRMJGON MY COMMISSION It FF 221832 EXPIRES: June 24720%- N'+ rEOF \Oe Bonded Thru Budget Notary Senim DEPUTY CLERK Property Record Card Parcel: 01-20-30-5064000-5230 Owner: SHELL CONSTR CORP Property Address: 2617 S FRENCH AVE SANFORD, FL 32771 Parcel Information Parcel 01-20-30-506-0000-5230 Owner SHELL CONSTR CORP -- ----- 1' Property Address 2617 S FRENCH AVE SANFORD, FL 32771 Mailing PO BOX 952854 LAKE MARY, FL 32795 Subdivision Name WOODRUFFS SUBD FRANK L Tax District S4-SANFORD- 17-92 REDVDST DOR Use Code 1100-RETAIL STORE Exemptions o GIS Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market 0 Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 56,541 57,838 Depreciated EXFT Value 1,325 1,325 Land Value (Market) 43,680 I $43,680 Land Value Ag Just/Market Value 101,546 102,843 Portability Adj Save Our Homes Adj so 0 µ Amendment 1 Adj 0 4 $0 P&G Adj 0 0 __— Assessed Value 101,546 102,843 Tax Amount without SOH: $2,061.54 2016 Tax Bill Amount $2,061.54 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 523 + N 15 FT OF LOT 525 FRANK L WOODRUFFS SUBD PB3PG44 Taxes Taxing Authority s Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) 101,546 j 0 i 101,546 County Bonds 101,546 0 I 101,546 County General Fund 101,546 I 0 101 546 Schools 101 546 , 0 46 101,546 City Sanford 101,546 f. 0 101,546 i Sa._l_es _ t. Description Date Boa Qualifiedvac/Imp WARRANTY DEED 2/1/2008 06946 i 0516 221,000 i No Improved QUIT CLAIM DEED 2/1/2008 946 _ i 0515 100 I No Improved WARRANTY DEED8/1/2002 104496 0305 172 000 Yes Improved WARRANTY DEED 9/1/198902108 1706 100 No Improved ry Find Comparable Sales C Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 0.00 € 0.00 i 8320 7.00 i 43,680 Building Information- T _ s # I Description Year Built— Stories Total SFv Ext Wall Adj Value I Repl Value I Appendages Actual/Effective j-IGfASDNRYPlOkSTER-1 1957/1977 j MASONRY iI Description Area I I3 OPEN PORCH i i 63.00 FINISHED Permits Permit # Description Agency Amount CO Date Permit Date 01896 FIRE ALARM SYSTEMS FOR UNITS A & B i SANFORD 2,851 16/28/2012 01061 MISCELLANEOUS SANFORD 1850 3/5/2008 00145 MARQUEE SIGN i SANFORDj 7510/16/2003 Extra features Description Year Built Units Value New Cost COMMERCIAL ASPHALT DR 2 IN 12/1/1979 2,886 1,050 ; 2,626 WALKS CONCCOMM 12/1/1979 208$275I 688 City of Sanford Building and Fire Prevention RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING(, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS i f G PERMIT #: t ADDRESS: `V I I M,a K-J r 11 I (.r I 1 h': I /a or-) . AS A(W) COMPRAT. RTTTTT)mr. RPQMPI MAT nA ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OFf.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 #:'/ COMPANY / CONTRACTOR: 1 1 I ,..J P CONTRACTOR SIGNATURE: 00t ' I T ` DATE: MUST BE SIGNED BY LICENSE H6LDER OR OWNER/BUILDER) A FINAL ROOF INSPECTION IS REOUIRED: 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 5em / no /-( Lr Sworn to and Subscribed before me this day of 1q20Iby: % 7 MCcKh i'1 (fie hcr(n Who is Personally Known a or has Produced (type of 6xf identification) Signature of Notary Public State of Florida Rci3cr j tl Ill p-1-0 /V Print/Type/Stamp Name of Notary Public as identification. ot,RY pV ROBERTV.AMONEYMYCOMMISSION #FF9vaEXPIRES: wobet 12,2619etNotryg e NOTICE OF VIOLATION INSPECTION DATE: r PERMIT #:.:..^- ADDRESS: INSPOCTION TYPE: FBC 110.1 NOT READY FOR INSPECTION FBC 110. S NO ACCESS FOR INSPECTION FBC 105.7 PERMIT/PLANS NOT POSTED ON SITE FOR INSPECTION CODE SECTION DESCRIPTION OF VIOLATION NOTICE TO CONTRACTOR: THIS LIST SHALL REMAIN ON JOB SITE ALL CODE VIOLATIONS NOTED SHALL BE CORRECTED IN FULL AND FEES PAID PRIOR TO SCHEDULING A RE -INSPECTION. INSPECTED,BY: FEES DUE: PHONE: 407.688. t: City of Sanford Building and Fire Prevention RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SHEATHING, IDRY-IN, FLASHING, AND ALL FINAL ROOF COVERINGS I 6. 1 PERMIT #:19 — I cl- 19 ADDRESS: .40 q W' 0 An-4 I Ma f 4i n P in ham- / l C ®ri . AS A(N) GENERAL. BUILDING. RESIDENTIAL. OR ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF'"I'.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 #: COMPANY/ CONTRACTOR: I i v CONTRACTOR SIGNATURE: //cr,. • (R DATE: MUST BE SIGNED BY LICENSE H6LDER 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 FLORIDA COUNTY OF no I-( Sworn to and Subscribed before me this day of 20 I by: M( 4(:h n Piff] hOn Who is Personally Known a or has Produced (type of identification) eh: j hA'3 gni Signature of Notary Public State of Florida Print/Type/ Stamp Name of Notary Public as identification. R08Cn i V 0Gi MyC"ISSI # FF.911403 BondedEXPIRES: g No rry ,