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All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED nate. 03/11/2019 r Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PERMIT TYPE: PROPOSED IMPROVEMENT LOCATION: Address: 5801 Sunset Blvd. Property Tax ID #: 3402-609-0470-000-7 Site Plan Name: Project Name: DETAILED DESCRIPTION OF WORK: CONSTRUCTION INFORMATION: Permit dumber: Building Permit Application Commercial Residential x Additional work to be performed under this permit –check all that apply: _Mechanical _ Gas Tank _ Gas Piping Shutters Electric _ Plumbing Total Sq. Ft of Construction: 3200 Cost of Construction: $ 16150.00 Sprinklers Generator Lot No. 32 Block No. 64 s Windows/Doors Roof 5/12 Pitch Sq. Ft. of First Floor: Utilities: _ Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Christine McCarthy Name: Larry Mcdonald Address: 5801 Sunset Blvd Company: Southeast General Contractors Group City: Port Pierce State: _ Address: 10380 SW Village Center Dr. #232 Zip Code: 34982 Fax: City: Port st Lucie State: PL Phone No. 3392038183 Zip Code: 34987 Fax: 8777560007 E-Mail:burtmcc331@gmail.cam Phone No8774073535 Fill in fee simple Title Holder on next page ( if different E -Mail LMCDONALD@southeastcontracting.com from the Owner listed above) State or County License CCC1 330002 If value of construction it t7rnn — n,.,.o - - ---_. _, _ ..__ ....I is requireo. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: AA1 6re DESIGNER/ENGINEER: X Nat Applicable MORTGAGE COMPANY: Not Applicable Name: Name: Address: Address: City: State: Zip: Phone City: State: The forgoing instrument was acknowledged before me Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNFR/Cr]NTRArTnPACrI1ivii. Produced - - I certifVt�atno- --k — — r.r.,pwrr�a pull � rrerevy mace to outain a permit to do the work and installation as indicated. woror installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that i will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use "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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 'CONSULT AA1 6re & 'Vv'V'% Signal Owner/ Lessee/Contractor as Agent for Owner _J 5ignatu e of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OFStLucia COUNTY OFStLucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 11 day of March 20_ by this 11 day of March 20_ by Larry Mcdonaid Larry Mcdonald Name of person making statement. Name of person making statement. Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public- State of Florida) (Signature of Notary Public- State of Florida j Commission No. FF209129 °iP�`Y��al DALINERODRIGUEZVAI YCDMMISSfDN#FF rr2os�2s °�."'.gr'�' IDALINERODRIGUEZVAZQU commission No. (SiI'OMMISSION#FF248t w 209 EXPIRES: May 16, 201 EXPIRES: May 16, 2019 r �' °R Bonded Thru Bu et Ndary 5ery OF FL ' i 'I�g§ REVIEWS SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW EONZONING DATE RECEIVED DATE COMPLETED Rev. 1 ci SI t V _ Q 0 O L v N N N N N MN� D z LO C) o CL CQ r J LL `m E � z z a+ 0n a °1 U IL d L M V Mme. U) vJ y 3 4 C >a 'y Q N 9 m C 81 N � LL Q, d N N. N L N p o uNi o R5 2 � Q .U°. O. G a- O a c m b 2 a an N y v 2 M m N ry) N (7 x O O IY 0 Lil Cy�S JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4540057 OR BOOK 4241 PAGE 2101, Recorded 03/08/2019 12:03.44 PM NOTICE OF COMMENCEMENT Permit No. State of Florida County of Bay Farm BO Tax Folio No.341;a •L-ei.04{ -ov, 7 To Whom It May Concern: The undersigned hereby gives Notice that improvement will be made to certain real property, and in accordance with Cha ter 713, Florida Statutes, the following information is ,provided in this 2120tice of Commencement, description of the Drop rty, and saddress if avaiiable : " Owner Name.'{i r Address:_ 5,�,{sok Q Owner's interest in site of the improvement Fee Simple Titleholder Name: Address: Contract( Address. Phone Ni Payment Bond Surety: Address: Phone Neamber: Amount of Bond: Lender Name; Address: Phone Number: Person within the State of Florida designated by Owner upon whom Notices or other documents may be served as provided by Section 713.43(1) (a) 7., Florida Statutes: Name Address Phone Number. In addition to himself or herself, Owner designates Of to as provided in Section 713.13(1) (b), Florida Statutes. Phone Numbee1ve a copy of the Lienar's Notice Expiration date of Notice of Cemmencemeint is one (1) year from date of recording unless a different date is specified Signature of Owner Sworn to (or affirmed) and subscribed before me this by v. day of 20 dol (name of person making statement). Signatur�of% aryPublic (Stateof Florida) JAZQJFZ Personally Known NOTARY SEALr�` Y•p`.°`� fiaR WERODPOWEZYAZQl U FA9129 �_orProducedidenlification `F�{— # hdYCQhWtlS510N#FF21)9t29 2019 Type of Identification Produced YCOMISSIO FF209i Bonded lhM84atNotary SWkm ry5er� cs WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE= OF COMMENCEMENT ARE CONSIDERED IMPROVER PAYMENTS UNDER CHAPTER 713, PART 1, 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 013TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK ON RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 5130112 Michelle Franklin, CFA— Saint Lucie County PropertyAppraiser --All rights reserved. Property Identification Site Address: Parcel ID: Account #: Map ID: Use Type: Zoning City/County: Ownership Christine S McCarthy 5801 Sunset Blvd Fort Pierce, FL 34982 Legal Description INDIAN RIVER ESTATES -UNIT 08- SLK 64 LOT 32 (MAP 34/11NANDS) (OR 3368-1702) Current Values Just/Market 'Value: $137,800 Assessed Value: $66,157 Exemptions: $41,157 Taxable Value: $25,000 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF U 5801 SUNSET 13LVD 3402-609-0470-000-7 37980 34/11S 0100 RS -4 Saint Lucie County Total Areas Finished/Under Air (SF): 1,901 Gross Sketched Area (SF): 2,477 Land Size (acres): 0.23 Land Size (SF): I0,000 This information is believed to be correct at this time but it is subject to change and is not warranted. cC Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. MR Southeast Genera[ Contractors Group, Inc. CONTRACT 2310 S. Hwy. 77 Suite 110-232 Lynn Haven, FL 32444 Office: (877) 407-3535 Fax: (877) 756-0007 www.southeastcontracting.com CGCO60247 CCC1330002 Submitted To: Christine Mc Carty Address: 5801 Sunset Boulevard ....................... ................................................................... Job Type:ry- Fort Pierce ST: Florida Ci _ .............................................................................................................. ....... I.................. Date: 03/07/2019 Phone: (339) 203-8183 Customer: Chris#ine Mc y ............................................................ Cart Email_ Burtmcc331 @gmail.com ............ ... ...... ......... ..................................,... Insurance Company Claim # ................................................. ...................................... Adjuster Name ". ........................................ Adjuster Phone Southeast General Contractors Group, Inc- proposes to provide all permits, material, labor and equipment to complete the roofing and sheet metal work on the project referenced above in accordance with the following specifications. Shingle Color - Pristine oyster Drip Edge Color- White 03/0712019 03:45 PM ATLAS PRISTINE PINNICLE • Provide roofing permit • Provide trash removal to a legal orf -site facility • Remove existing roofing down to the wood deck • Replace all bad decking ( )sheets included additional sheets billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manuel (Based on 553.844 F.S.) • Install ATLAS Summit 60 underlayment • Install ATLAS Weather Master SA underlayment in valleys and eaves • Install all new valley metal 16" 26ga set in plastic roofing cement. (If required) • Install new drip edge 3"x 3" aluminum • Install new Low -Profile Ridge Vent/Cobra Ridge Vent • Install new exhaust vents (Galvanized) and lead boots • Install ATLAS PINNACLE STARTER SHINGLE • Install ATLAS PINNACLE PRISTINE PRO -CUT • Total Cost to Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD SHINGLE S ............................................. Install ATLAS Weather Master SA underlayment on entire deck YES F NO • (Recommended) Qualifies as a Secondary Water Resistance (SWR): SWR (also called Sealed Roof Deck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to the sheathing or foam adhesive SWR barrier (not foamed -on insulation) applied as a supplemental means to protect the dwelling from water intrusion in the event of roof covering loss. Notes: satellite dish to be removed and discarded FLAT ROOF: Are we replacing the Flat Roof? No, we are not replacing the Flat roof • Provide roofing permit • Provide trash removal to a legal off-site facility • Remove existing roofing down to the wood deck • Replace all bad decking ( )sheets included additional sheets billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manuel (Based on 553.844 F.S.) • Install CERTAINTEED FLINTLASTIC - SA NAIL BASE • Install CERTAINTEED FLINTLASTIC — SA CAP SHEET • Install new primed drip edge 3"x3" aluminum with MatrixTm 201 Premium SBS Flashing Cement (COLOR WHITE) • Install new metal 16" - 26ga set in Matrix' 201 Premium SBS Flashing Cement at sloop roof tie-in • Install ISO board with #12 fasteners and 3" insulation plates YES f— No r PRICE:. $ WIND MITIGATION: • Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of $175.00. Not Included: Gutters, Duct work above/below roof, Metal fascia trim,Metal roof structures,Satellite dish removal or replacement,Screens and screen enclosures,Solar heater removal or replacement,Skylights,Truss repair, Priming and painting. Additional Items: Plywood: Cost $80.00 per sheet labor and material Fascia: Cost $18.80 Iff labor and material Second layer removal: Cost $28.00 per square Chimney flashing: Cost $225.00 plus stucco if required at $37.50 per s!f Flashing, step, counter or base: Cost $17.25 Vf labor and material Gutter removal: Cost $.50 Rafter tail repairs: Cost $120.00 each Skylight replacement and flashing: Cost $475.00 each Stucco repair Cost $37.50 per square foot Rain Caps for Duct work Cost $95 each General Terms and Conditions 1. Change Orders, contractor may accept a "change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall be in writing and signed by the Owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the work called for in such "change order" or upon execution of the change order as required by the contractor. 2. The Owner is responsible for removing personal items, plants, vehicles, etc. from the work area. 3. Existing gutters will be removed or detached to allow for the installation of the new roofing system. Contractor will attempt to save the gutters however in the event they are damaged the Owner accepts full responsibility for said gutters. 4. The Owner is responsible for the removal and re -installation of any satellite dishes. (The satellite dish may need to be re -calibrated at Owners expense) 5. Customer authorizes the contractor and the material supply companies access to the property. Customer accepts full responsibility for any unforeseen damage to the walks, driveway, septic tank and drain field, landscaping etc. to the property except for the following: .................................... 6. Due to the rising cost in labor and materials the Owner agree to allow the Contractor to submit for additional claims coverage to the Insurance Company. Any additional funds received by the Owner will be released to the Contractor. i. Labor Warranty 5 year on workmanship. Material Warranty 30 -year limited warranty. Southeast General Contractors Group, Inc shall not be held responsible for damage caused by hurricanes, tropical storms, tornadoes, earthquakes, fires, floods or other causes beyond the reasonable control of the Contractor. Contractor cannot be held responsible for interior damages. Southeast General Contractors Group, Inc will not warranty the work if payment is not received within 5 business days after completion. Same as Cash (SAC)Financing (3,6,12,18,24 months) options will require an additional upfront fee. Standard (1- 12) years financing is offered with no upfront fees. All financing is contingent upon credit approval. Standard Home Improvement financing offered from 9.99% APR for A and A+ credit rating. Southeast General Contractors Group Inc partners with EnerBank Improvement loans. In the event there is a Home Owners Association, the Home Owner is responsible for notifying the Contractor and assumes responsibility to get approvals the Home Owners Association. The Contractor will provide samples if requested by the Horne Owner. 10. Quoted price is a cash price which includes all rebates and discounts, an additional 3.5% convenience fee will be added to payments made by credit card. 11. Entire Agreement- This Contract, from the time it shall take effect, shall supersede any and all prior Agreements whether claimed to be oral or in writing. The parties have incorporated in this Contract their entire understanding. No oral statement or prior written matter extrinsic to this Contract shall have any force or effect. We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sum of: $16,150 .............................................................. Schedule of Values: Deposit: Is due upon executing this contract. $3,230 .............................. Draw #1: Is due when the roof is dried -in, before shingles are delivered. $9,690 Draw #2: Is due upon the final inspection. $ 3,230 _............................. All material is guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. All agreements are contingent upon strikes, accidents or delays beyond our control. This proposal is subject to acceptance within 10 days and is void thereafter at the option of Southeast General Contractors Group, Inc. AUTHORIZED 03/07/2019 03:48 PM SOUTHEAST GENERAL CONTRACTORS GROUP, INC. pate. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. L�S`�, 03/07/2019 03;45 PM Date: 08!0712019 03:52 PM Date: PITCH MEASUREMENTS SQUARES LINE MEASUREMENTS Actual Squares: 32.94 Sqs. Eaves: 260 Ft. Total Squares Rakes: 12 Ft. (Inc. Waste at 15 °/o}: 37.88 Sqs. Ridges: 72 Ft. Hips: 139 Ft.. Valleys: 59 Ft Step: 0 Ft. Wall: 10 Ft. Pitch Change: 0 Ft. PITCH MEASUREMENTS CATEGORY MEASUREMENTS Pitch 5112: 32,94 Sqs. Ice & Water Shield: 0 Ft. Ridge Vent: 72 Ft. Rake Edge: 12 Ft. Eave Edge: 260 Ft. Step Flashing: 0 Ft. Apron Flashing: 0 Ft. Gutters: 0 Ft. Gutter Toppers: 0 Ft. Down Spouts: 0 Ft. I RJIIUC _ 1ki } Product Approval 7 - USER: Publ€c User Address/Phone/Email 2000 RiverEdge Parkway ASTM D 226 Suite 800 ASTM D 2626 prrdiJct Approval Menu > Product or AgRlecatian Search > 211;P L101100 List > Application Detail (770) 946-4571 ASTM D 6380 mcoflins@atiasroofing.com Authorized Signature FL # FL17322-R4 mcoflins@atlasroofing.com Application Type Revision Address/Phone/Email Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway ASTM D 226 Suite 800 ASTM D 2626 Atlanta, GA 30328 ASTM D 4869 (770) 946-4571 ASTM D 6380 mcoflins@atiasroofing.com Authorized Signature Meldrin Collins TAS 110 mcoflins@atlasroofing.com Technical Representative 2012 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 the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LL.0 Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden RE, Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Validation Checklist - Hardcopy Received FL17322 R4 COI ATL14001.4A 2017 FBC Eval Report Atlas Underlayments ffin&P9-f Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM D 2626 2004 ASTM D 4869 2016 ASTM D 6380 2003 TAS 103 1995 TAS 110 2000 UL 1897 2012 https:iitvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPQfkaGxFKUQ%3d°/aid 112 1/712019 Florida Building Code Online Certified By Sections from the Cade Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary of Products FL # 1 Model, Number or Name 17322,1 1 Atlas Underlayments Limits of Use Approved for use in HVHZ: yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 17322.2 ; Fabral All Purpose High Temp Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ, Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Method 1 Option D 04/30/2017 10/03/2017 10/04/2017 12/12/2017 Description For use in steep slope roofing installation Instructions FL17322 R4 Ii AT] 14001,4A 2017 FBC Eval Report Atlas Underiayments final,pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL17322 R4 AE ATL14001.4A 2017 FBC Eval R port Atlas nderlayments final.odf Created by Independent Third Party: Yes J ASTM D 1470, SBS modified, self -adhering Underlayment with j fiberglass mat reinforcement and a poly -fabric surface. [ Installation Instructions I FL17322 R4 Ii ATL14001 aB 2017 FBC Eval Report Atlas { Fabral Under#aymert final.pdf i Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL17322 R4 AE ATL14001 4B 2017 FBC Eval Report Atlas Fabral Underlayment final.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an A4/EEO employer. gkqyLlght 7007-2013 State of Florida :: Privacy statement :: Accesslbili Staternent :: Refund tatemen Under Florida law, email addresses are public records. If ynu 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 trachtionaE 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 it you are a licensee under Chapter 455, Fs., please click here . Product Approval Accepts., ED 171 cGrrcl: cl Credit Safe secur1li,r:Nf ErRlcs. https:llwww.floridabuilding.org/pr/pr_app_dtl-aspx?param=wGEVXQwtDgsRyNwiNWDtY8PHC4Tw,gBEc8KxLSaJJG7DPQlkaGxFKuQ%3d%3d 212 EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 VJ! !�'.8tEH5rpD�€nG.CGR Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BuILDING CODE, C EDITION (2017) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES Issued September 30, 2017 Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) ATL -033-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 4798 2011(2016) PRI Construction Materials Technologies (TST6049) A71--068-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST6049) ATL -069-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -090-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) SWR -543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -007-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) WRMI-011-02-01 ASTM 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -007-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -030-02-01 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 ASTM D 226 2009 UL LLC (TST1740) 02-NK40952 ASTM D 2626 2004(2012)E1 UL LLC (TST1740) 02-NK40952 ASTM D 4869 2016 UL LLC (TST1740) 02-NK40952 ASTM D 6380 2003 (2013) ATL14001,4A FL17322-R4 Page 1 of This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. r '°�� ATLAS ROOFING CORPORATION ks. Roofing Underlayments T >=CH'IM�CAs SERVICES. LUC PRODUCT DESCRIPTION #15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #30 Organic Saturated Felt ASTM D 4869, Type II asphalt saturated organic felt underlayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type II asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #43 Base Sheet ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt underlayment for use in the HVHZ and non-HVHZ. #90 Mineral Surface Roll ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the Roofing HVHZ and non-HVHZ. Gorilla Guard@ EVERFELT 30 Asphalt -saturated organic felt underlayment reinforced with glass fiber that meets the performance requirements of ASTM D 226, Type I for use in the HVHZ and non-HVHZ. SlatelTile underlayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMaster@ lee and Water 100 ASTM D 1970 SBS modified. self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster0 Ice and Water 200 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@ Ice and Water 216 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@ Flexible Ice ASTM D 1970 SBS modified, self -adhering underiayment with plastic film surface and Water for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@ Pro -Grade ASTM D 1970 SBS modified, self -adhering underlayment with a fiberglass mat Ice and Water reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMasterO Tile TAS 103 SSS modified, self -adhering underlayment with a fiberglass mat reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. ATL14001.4A 2 of 4 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. 1» CREEK TECHi�?!CAL SEIRVICES. LU C ATLAS ROOFING CORPORATION Roofing Underlayments APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8° gap at abutting joints, Exposure of the underlayments shalt be limited to a maximum 30 days except as follows: a) #15 Specification Felt, #30 Specification Felt, and #40 Base Sheet — exposure for than 24 hours may adversely affect product performance b) WeatherMaster@ Ice and Water 100, WeatherMaster@ Ice and Water 200, and WeatherMasterO Ice and Water 216 — maximum 30 days C) WeatherMastero Pro -Grade Ice and Water and WeatherMaster@ Flexible Ice and Water — maximum 30 days d) WeatherMaster@ Tile — maximum 90 days Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as follows (or as indicated in other current FBC product approval documents): a) WeatherMaster® Pro -Grade Ice and Water or WeatherMaster@ Tile — ICP Adhesives Polyset AH -160 b) Slate/Tile Undedayment or 490 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH -160 Allowable Roof CovPrinn.q- i3nderla went #15 Specification Felt #30 Organic Saturated Felt #30 Specification Felt Asphalt Shin les Y Y Y �,.acu� ,..,.,, I�anefs and Shin les Y Y Y s..o[rtposue or Photovoltaic Shin ies Y Y Y Y N Wood Shingles and Shakes Y2 Y Y N N Slate Shingles Y Y Y Y N .. Clay and Concrete Tile N N Y Y y #43 Base Sheet 990 Mineral Surface Roll Roofing Y Y Y' N Gorilla Guard® EVERFELT 30 Y Y Y Yz Y N Slaterrile underlayment WeatherMaster0lce and Water Y' N N N N y 100 WeatherM..t.,& Ice end Water Y Y Y N Y N 200 Weether1V1a.ter8lce and Water Y Y Y N Y N 215 WeatherMaster@ f=lexible Ice and Water WeatherMaster8 Pro -Grade Ice and Water WeatherMaster(D Tile Totes: 1) Open valley applications 2) Wood shingles only Y Y Y Y per 1507.2.9.2 Y Y Y Y Y Y Y Y N N N N Y Y Y Y N N N Y ATL14001.4A FL17322 R4 This evaluation report is provided for State of Product a Page 3 of 4 p PprovaI under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of an Floridaa y product changes or qualityassurance 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. REEK ATLAS ROOFING CORPORATION RoofingUnderly ments = 1= 1 fl Al^ SER%ricEs. LLC Y WIND DESISTANCE (NON-HVHZ ONLY) The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underla ment S stem No.1 — WeatherMasterO Tile onl' Roof neck: Min. 15132 -inch CSXI P ywood attached to wood supports spaced a maximum 24" o.c. Under,ayment: 11VeatherMasterS Tile shall be fully adhered to the optionally p y primed plywood deck. Maximum Design -52.5 psf Pressure: UmITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Roof slope limitations shall be in accordance with FBC requirements. 3) 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. 4) Products described within this report may be used as described in other current FBC product approval documents.. 5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other current FBC product approval documents. 6) 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, 2017 b .09-30 No 74021 • -. v. 2:44022 ®� STATE OF 4410 y 4 0 R 1 \�,•` Zachary R. Priest, P.E. Fforida '""f sO i11 P y�°�� Organ lotion Note ANE9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services; LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing Products underthis 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 ATL 14001.4A FL17322-R4 This evaluation report ct approval under Rule 61G20-3. The manufacturer This evaluation provided for State of Florida produshall notiiygCREEK Technical Services, LLC of any Product changes or quality assurance changes throughout the duration for which this report is valid. report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, 6/6/21718 -41) Product Approval USER: Public User Florida Building Code Online `6 fl Lr r s Submit Surcharge Stats & Facts publications FBc Staff gc;S Site Map l.fnks Search L•=t > Application Retail FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ca teg or.d Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1630S-R6 Revision 2017 Approved Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcallins@atlasroo5ng.com Meldrin Collins mcoilins@atiasroofing,corn Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 12/31/2020 Locke Bowden P.i=. Validation Checklist - Hardcopy Received _tci_SlIr ! ES standard ASTM C 3161 Year ASTM D 3462 2016 ASTM D 7158 2010 tAS 100 2011 TAS 107 1995 1995 - abuHdina-crg/pr/pr app dtl.aspx?param=WGEVXQwtDquJBMjgU1j3NITGPID8aJCJnk%2bsJZMHcThL8v6da,.ghg.gi,, A./,I, cc , , 61612018 Florida Building Code Online Product Approval Method Rate Submitted Date Validated Dote Pending FBC Approval D2te Approved Sumrrlary of Products Madel, Number or Name 16305.1 _ Atlas Shingles Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: yes !mPact Resistant: N/A Desl9n pressure; N/A Other: See evaluation report for limits of use Method 1 Option D 09/30/2017 10/03/2017 10/04/2017 11 2/12/2017 Description Fiberglass reinfo--- rced laminated a asphalt shi vies Ynsteii- �tio� Instructions �- FL2630-5 P6 I Verified By: Zachary R. Priest 74021 i Created by Independent Third Party: yes I; Evaluation Reports `! r63Cs Rn 4TL!3oG2 5 2E if[t?(.rnG= -L0,_r FHC F4,ai Created by Independent Third Party: yes Contact iJs 260] lair Ston= Road, railahassee F4 32399 Phone: 850-487-1824 + � SaL or Ronda is an AA/EEO e mployer COP_Yrigh�d07-zns3 State _€ tinder Florida law, :: Privacy Statement ;. q,cte bility Stat went •; entail addresser are public records. If you do not wan[---�.—. Aeiuntl�kytoant mail to this entity. Instead, contact the Office b• h Your email address 455-27-5(1), e j is rida Statutes, errective October :t 2012, li� nsees licensed tender Chapter 5,�F.5 must praleased in Plde the 6eparkm€ntoYds request, do no: Y traditional mail- Ir you have an ane. Thee l tis provided may be used far official communlcation with the licensee• hmrever email addresses are. public record, If YOU tic, not wish to supply da leersonaY y questions, Please contact Department % 850-487 1395. 'pursuant to Section address pleas= provide the I?eparrment With an email adGress v:hlch can be made available to the public To determine iP you are a licensee under Chapter 455, RS., Fh an email address if they have piease click hetie , pP , p Produuctt A-�prp• rDvval �Ac�cept�fs:: �� "arr"� 1_ I I=CE LE -f Credit Carty Safe OridEibuilding.orglprlpr app dtl.aspx?param=WGEVXQWrDquJBMigllli3NITGPInR� lr r - _ TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 GlassMasterOO 30 (Ardmore & Bampton) Atlanta, GA 30328 Tough-Master®20 (Ardmore & Bampton) (770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Pro -Cut@ Starter Strip Dangerfield, TX (Hampton) Ardmore, OK ProLAMTM Architectural Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE stripe that complies with ASTM D 3462. Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE firs EDITION (20117) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain PRODUCT DESCRIPTION Issued September 30, 2017 Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMasterOO 30 (Ardmore & Bampton) ASTM D 3161, Class F fiberglass reinforced. 3 -tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-Master®20 (Ardmore & Bampton) ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut@ Hip & Ridge (Ardmore & Hampton) ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut@ Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, (Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ProLAMTM Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton, Franklin & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton, Franklin & Meridian) StormMaster0 Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATI -13002.6 FL 16305-R6 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREEKATLAS ROOFING CORPORATION Asphalt Shingles I TECHNICAL-ERVICES, t_3_.C: StonmMaster0 Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (.Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -079-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -083-02-01 TAS 107 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) ATL -086-02-01 Rev 1 ASTM D 3462 201 OA PRG Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 TAS 107 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATL -107-02-01 TAS 107 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -109-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -116-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies (TST5878) ATLA 18-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -119-02-01 TRS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -123-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -127-02-01 Rev 1 ASTM D 7158 2011 PRE Construction Materials Technologies (TST5878) ATL -132-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 TAS 107 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 TAS 107 ASTM D 3462 1995 201 OA PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies (TST5878) ATL -137-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -138-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 TAS 107 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATL -151-02-01 TAS 107 ASTM D 3462 1995 2010A PRI Construction Materials Technologies (TST5878) ATL -162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -167-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -168-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 TAS 107 ASTM D 3462 1995 2010A PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -171-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies (TST5878) ATL -172-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -174-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologfes (TST5878) ATL -179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -184-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 TAS 107 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -186-02-01 TRS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -187-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -220-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies (TST5878) ATL -220-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 TAS 107 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 201 OA PRI Construction Materials Technologies (TST5878) ATL -221-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -22142-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -221-02-04 TAS 107 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -222-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -222-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-03 ASTM D 3161 2016 ATI -13002.6 FL 16305-R6 Page 2 of 11 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 TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Entih _Report No. Standard Year PRI Construction Materials Technola ies TST5878 g (TST5878) PRI Construction Materials ATL-222-fl2-04 TAT 307 ASTM D 7158 1015 2013 Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials ATL -223-02-01 ATL -223-42-02 ASTM D 3462 TAS 100 2010A 1995 Technologies (TST5878) ATL -223-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) PRI Construction Materials ATL -223-02-04 TAS 107 ASTM D 7158 20111 Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -224-02-01 ASTM D 3462 2010A PRP Construction Materials Technologies (TST5878) ATL -225-02-01 ATL ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) -225-02-02 TAS 100 1995 ATL -225-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -225-02-04 TAS 107 ASTM D 7158 20111 ATL13002.6 FL 16305-R6 Page 3 of i1 This evaluation report Is provided for State of Florida prorEuct approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration far which this Pis valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES. LLQ INSTALLATION Legend Basic Wind Speed (V,,,t): Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ).- Installation (Non-HVHZ): Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for now construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements, 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or T Nail Pattern" detailed below. Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) -- — - i • •• ja ^b" i Figure 2. Legend 6 Nail pattern ATL13002.6 FL 16305-R6 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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 Tl=et`ir ICALF'RVICES. L.0 GlassMasterO30 & Basic Wind Speed (VLq): Tough -Master@ 20 Basic Wind Speed (Vag) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): A...:.o.,,. .. �� �14 12" I Y ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 1501 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction.. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Contact the Atias Roofing Corporation when installing at slope greater than 21:12. Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions, Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below, i Figure 3. GlassMasterG 30 & Tough-Masterfl 20 4 Nail Pattern (Nan-HVHZ only) I-1 r �.w wwr wrr an am MEMO -wm no" now wiry Pffl•e w. 5 4 T 36_, Ails Figure 4. GlassMaster® 30 & Tough -Master@ 20 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 5 of 11 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 TECIANBC-AL SrERVICE:S, LLC ProLAMT"' Architectural Basic Wind Speed (V,,r): Basic Wind Speed (Va$d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): lnstaliation (lion-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Vie" SLALANT LIRE PATTEWt LENGTH Or,,, t DEF 14 ----- -------------- L1 �' NAUNG AREA Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. 14" CREEK TECHNICAL SERVFCES. LLC Pinnacle@ Pristine & Basic Wind Speed (V,jt): StormMaster@ Shake Basic Wind Speed (V,,e): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope-- Installation lope_Installation (HVHZ): Installation (Non-HVHZ): r ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. t,Z.. i 607 UM: 7" LENGTH ON: 1" OFF 13 113 � y � lYP r2�7 ..�---� - — T — — —---.._. �MEW-goa- - i I� i I Figure 7. Pinnacle@ Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) :�� SEALANT LEVE F.4TTERN �P; •:;,TH ONt 3. OFF 3orrnV: LLi," LENGTH QN: 1 °`7-1 OFF t : _r - — — - t ---t r - * _ � r;r >•tir r- � - ---err- iii. - ar - -.'� t-, �.•NAIJNG r7Eh 6.. Figure 8. Pinnacle® Pristine and StormMaster@ Shake 6 Nail Pattern ATL130Q2.6 Fl_ 163fl5-R$ This evaluation report is provided for State of Florida product a Page 7 of 14 CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which thisanufacturer s reportisis valid. This evaluation report does not express nor ilmpiy warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 14" mom ECREEK TECHNICAL SERVICES. LI_C StormMasterR Slate Basic Wind Speed (V„ i ): Basic Wind Speed (V,,j) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Nan-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. In accordance with FISC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using °6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Nail Pattern" or `6 Nail Pattern" detailed below. Figure 9. StormMaster® Slate 4 Nail Pattern L Figure 10. StormMaster@ Slate 6 Nail Pattern ATI -13002.6 FL 16305-R6 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20 -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. CREW TECHNICAL SERVICES, LLC Pro -Cut@ Starter Strip Basic Wind Speed (Vint): Basic Wind Speed (V11d). Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. So 1 1 _i 1 12_ '- =d• _` �, 12 ga. 1-4/3'rin9 ShanY Haid Figure 11. PrO-Cut@ Starter Strip ATI -13002.6 FL 16305-R6 This evaluation report is provided for Sta#e of Florida roduct a Page 9 of 11 Technical Services, LLC of an 9 quality P pProval under Rule 61G20-3, The manufacturer shall notify CREEK This evaluation report does n t express nornimply war anty, intall installation, ommendedanges ouse, or therut the oproduct attributn for which thises that are not specifically addressed herein. SCREEK ATLAS ROOFING CORPORATION TECHNICAL SERVICES, LLC Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (Vult): Max. 194 mph Basic Wind Speed (Vam): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements;. Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction, Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-518 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. e 12 ga. 1-1/2" ring i shank mail f 6" f I I I Figure 12, Pro -Cut® Hip & Ridge ATI -13002.6 FL 16306-R6 Page 10 of 11 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 ATLAS ROOFING CORPORATION T)rcHNICAL SERVICES. LLC Asphalt Shingles LIMITATIONS 1) Fire Classification is not within the scope of this evaluation, 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements_ 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 5) deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be chocked for protrusion and corrected prior to underlayment application. 6) Shingies shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) 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, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 011%J11 I I fill, 14F �Q. •• �� C E � �'tc•:�cSa: s � o r No 74021 =�• STATE OF *, Awn `•••O �•�.••�'�0, CERTIFICATION OF INDEPENDENCE 2017,09.3 0 12:3 7:24 —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 this evaluation. manufacturing or distributing products under 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 ATL13002.6 FL 16305-R6 This evaluation report is pr©uided for State of Florida roduct a Page 11 of 11 Technical Services, LLC of an g R p y PPr°vol under Rule fit C20-3. The manufacturer shall notify CREEK y product chap es or ualit assurance changes throughout the duration for which this report is valid. This evalua#ion report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.