Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR. APPLICATION TO BE ACCEPTED Date: 09119/2018 CQU N-TY " F L O R 1 D R Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 1162 Nettles Blvd. Jensen Beach, FL 34957 Legal Description: Nettles Island Inc, A CONDO -SECTION II PARCEL 1162 AND PRO -RATA SHARE IN COMMON ELEMENTS Property Tax ID #: 4502-501-1349-000-6 Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORD: Lot No. Block No. Remove existing roof down to deck. Renail deck. Install new underfayment and asphalt shingles. CONSTRUCTION INFORMATION: itivoria work toe oerformed uncler LJHVAC t is permit– c ec aI pp y: j] Gas Tank Gas Piping_ Shutters nd !_I ows/Doors Electric 0 Plumbing Sprinklers [ GeneratorRoof 2/11] Roof pitch Total Sq. Ft of Construction: 1105 sq ft S. Ft. of First Floor: Cost of Construction: $ 4130.0[1 UtiIities:l Sewer F— Septic Building Height: OWNER/LESSEE, NameAlice Baslock Address: 0025 Rusty Dr City: Brighton State:Ml Zip Code: 48114 Fax: Phone No.5867476263 E -Mail: grammie9@sbeglobal.net Fill in fee simple Title Holder on next page ( if different from the Owner listed above) CONTRACTOR: Name: Larry Mcdonald Company: Southeast General Contractors Group Address: 10380 SW Village Center Dr. # 232 City: Port St Lucie State: FL Zip Code: 34987 Fax -.8777560007 Phone No. 8774073535 E -Mail: LMCDONALD@SOUTHE=ASTCONTRACTING.COM State or County License: CCC1330002 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicabie Name. Name: Address- Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLEHOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: 10380 SW Village Center Dr. # 232 Address: City: city: Zip: Phone: Zip: Phone: UwIVttt/ LuN I RAi l OK AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. J N M M Signa re of owner/ Lessee/Contractor as Agent for Owner STATE OF FLORIDA COUNTY OFSTLUCIE The forgoing instrument was acknowledged before me this 19 day of SEPTEMBER 20 Ig by LARRY MCDONALD Name of person making statement Personally Known x OR Produced Identification Type of Identification Produced (Signature of Notary Public- Stateklorida) oI �,,,'*. ID NE RODROJEZ VAZQUEZ Commission No. #FF209129 4AY MMISSIONNFF209129 E PIRES: May 16, 2019 r��`FOF F4�R�°P Bondad Titru Budget Nobry Services REVIEWS i FRONTZONING COUNTER REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 AAI%e- Signa re of Contractor/License Holder STATE OF FLORIDA COUNTY OF STLUCIE The forgoing instrument was acknowledged before me this 19 day of SEPTEMBER . 2015 by LARRY MCDONALD Name of person making statement Personally Known x OR Produced identification Type of Identification Produced (Signature of Notary Public -State ofJJoXJda ) a° •••. IDALINERODROJEZVAZQUi Commission No.4FF209929 MY OWSSION#FF209I: k f►�e i IRES: May 16, 2019 �r "& I FIZ�p Bonded Thru Budget Notary SeNk SUPERVISORPLANS VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW REVIEW REVIEW Q O Q N O U C1�7 C 0 U m c W t7 m cu s 0 U Et Mo E v X11 W Q 0 G g N (ti 9! > CL a O O � r J LL E z N a` o w cz e IL m � u ,T (o d m N u Z3 d © OL N a C o� a 0 i ` C Q �N ❑ O 0 N ,, O aN 4 3c C7 c9 c as ) a F °o ❑ o a t tE ami `° m O O -O X 0 i C a1 C V 61 U 1! w G w N) LL C7 S M Q' Mo 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 James G Baslock Alice L Baslock 9925 Rusty DR Brighton, MI 48114 Legal Description NETTLES ISLAND INC, A CONDO -SECTION Il PARCEL 1162 AND PRO -RATA SHARE IN COMMON ELEMENTS (OR 3347-2284) Current Values Just/M arket Value: $126,100 Assessed Value: $126,100 Exemptions: $0 Taxable Value: $126,100 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF p 1162 NETTLES BLVD 4502-501-1349-000-6 120934 451021 0200 HIRD Saint Lucie County Total Areas Finished/Under Air (SF): 842 Gross Area (SF): 962 Land Size (acres): 0.05 Land Size (SF): 1,964 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. 3121 Skyway Circle Suite F Melbourne FL 32934 CONTRACT Sotdheast Beeerai coahaam fi mm, Inc. PROPOSAL SUBMITTW TO Date: lab.Name: Customer: Job Location: Phone _ Email: JOB DESCRI] Shingle Color:. Drip Edge Col ATLAS PRISTINE PINNICLE: • Provide roofing permit • Provide trash removal to a legal off-site facility • Remove edsting roofiag.down to the wood deck • Replace all bad decking (sheets included additional sheets billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) • Install ATLAS Summit 60 underlayment Office: (877)407-3535 Fax: (877) 756-0007 www southeastcontracting.corn CGC060247 • CCC1330002 shingles r l y' • Install all new valley metal 16" 26ga set in plastic roofing cement. (if required) • Instali new drip edge 3' x 3 ' aiuminum Irrst U-new-bew-Praf e -Ridge �itlCobra-_Ridge_ nt X • Install new exhaust vents (Galvanized) and lead boots • Install ATLAS PINNACLE STARTER SHINGLE Install ATLAS PINNACLE PRISTINE PRO -CETT • Install A'T'LAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD SHINGLE-$ ADDITIONAL ITEMS: • Install ATLAS Weather Master SA underlayment in valleys and eaves $ , • Install ATLAS Weather Master SA underlayment on entire deck $ (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. Install Atlas Gorilla Guard 30 Engineered Felt on entire deck $ FLAT ROOF: at • Provide roofing permit Install CERTAINTEED ALL WEATHER EMPIRE BASEIPLY • Provide trash removal to a legal off-site facility • Install CERTAINTEED FLINTLASTIC-GTA CAP SHEET • Remove existing roofing down to the wood deck • Install new primed drip edge 3: x 3" aluminum with Matrix " 201 • Replace all bad decking ( —sheets included, additional sheets Premium SBS Flashing Cement billed at $80.00 each) • Install new metal 16" - 26ga set in Matrix " 201 Premium SBS • Re -nail deck as required by Hurricane Mitigation Retrofit Manual Flashing Cement at sloop roof tie-in (Based on 553.844 ES-) Notes- t 'lid t- .= 1 WIND MITIGATION: Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of $175.00 NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood................................Gost $80.4fl per sheet labor and material . Met fascia trim Fascia: ................................. ..................... .......................... Cost $18.8011f labor and material Metal roof structures Second layer removal ................................. Cost $28.40 per square7, Satellite dish removal or replacement Chimney flashing: ...................................... Cost $225.00 plus stucco if required of $37.50 per s/f Screens and screen enclosures Flashing, step, counter or base ................. Cost $17.2511f labor and material Solar heater removal or replacement Gutter removal: ................ . Cost $ .50 Skylights .......................... Rafter tail repairs: ....................................... Cost $120.00 each Truss repair Skylight replacement and flashing:.......... Cost $475.00 each Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS I. Change Orders, contractor may accept a "change order" to the plans, sppecifications 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 C)wner 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. Southeast General Contractors Group, Inc. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. 3. Labor Warranty/5 year on workmanship. Material Warranty 30 -year limited warranty 4. Same a Cash (SAC) Financing (3 6,12,18, 24 months) options will require an additional upfront fee. Standard (1-12) ppears financin is offered with no upfront fees. All financin is contingent open credit approval, Standard Home Improvement financing offered from 9.9R APR for and A+ credit rating. Southeast Genera�Contractors Group Inc. partners with EnerBank Improvement Loans. S. Existing gutters will be removed ar detached to allow far the installation of the new roofing system. Saurtheast General Contractors Group, Inc. will attempt to save the gutters but ixi the event they are damaaged the Owner accepts full responsibihty for said gutters.. •.y:«.•.ti — v uc—I,.,.`_ arca , at3itiita4ti Ettr&LS[lnai SneeES billed at $80.00 each) Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 ES.) Les: t'reMIUM ZA$b ting Cement • Install new metal 16" - 26ga set in Matri$ a 201 premium SRS Flashing Cement at sloop roof tie-in U L WIN? MITIG ATIc .V: • Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of $175,00 NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ............... Metal fascia trim Cost $80.00 per sheet labor and material Metal roof structures Fascia......... .......................... Cost $18.801/f labor and material Second layer removal- .................... Cost $28.00 per square Satellite dish removal or replacement Chimneyflashing; ............... ........... p q g Cost $225,00 plus stucco if required at $37.50 per s/f Screens and screen enclosures Flashing, step, counter or base: ................. Cost $17.251/f labor and material Solar heater removal or replacement Gutter removal: ............................ .........•..... Cost Skylights $ .50 Truss repair Rafter tail repairs: ....................................... Cost $120.00 each Skylight replacement and flashing:...,,..... Cost $475.00 each Stucco repair ..................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS 1. Change Orders, contractor may acce t a "change order" to the pplans, specifications or equipment. In addition, the total price increased or decreased to reflect the charge, and the same shall be in writing and signed b the Owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the work called for in such changge order or upon execution of the change order as required by the contractor. 2. Southeast General Contractors Group, Inc, is respponsible for completion of work in compliance with contract documents and for quality of in and workmanship in accordance with standard specifications. 3, Labor Warran /5 year on workmanship. Material Warranty 30 -year limited warranty. 4. Same a Cash {ACFinancing (3, 6,128, 24 months) options will require an additional upfront fee. Standard {I 12) years f nancingg is offered with no upfront fees. All financingg is contingent upon credit approval. standard Horne Improvement financing offered from 9.99% APR for A and er credit rating. Southeast General Contractors Group Inc, partners with EnerBank Improvement Ioans. 5. Existing gutters wiEi be removed or detached to allow for the instaIIation of the new roofing system. Sourtheast General Contractors Group, Inc. will atter tpt to save the gutters but in the event they are damaaged the Owner accepts full responsibility for said gutters. We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sum of $ ; Schedule of Values: Deposit: Is due upon executing this contract. ------------------- Draw #1: Is due when the roof is dried -in, before shingles are delivered. $ Draw #2: Is due upon the final inspection. $ All material is guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from above specifications involving extra cost, will be executed only upon written orders, and will become an extra charge upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within 10 days anover and above the estimate. All agreements are contingentd e void thereafter at the option of the undersigned. 'Ihe above prices, specifications and conditions are hereby t ACCEPTANCE. u aOF to ° d PROPOSAL wok as specified. Payment will be made as outlined above. AUTHORIZED-&,/ ACCEPTED ❑ ., r/ ! _; Signature.. Date Southeast General Contractors Group, Inc, J Signature: Z F WM EqW74 TA LENGTH DIAGRAM Tota[ Line Lengths: Ridges = 37 ft Hips = 6 ft Valleys = 0 ft Rakes = 47 ft Eaves = 134 ft Premium Report 9/12/2018 Flashing = 26 ft Step Flashing = 7 ft Parapets = 0 ft Note: This diagram contains segment lengths rounded to the nearest whole number over 5.0 Feet. In some cases segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated e.. +6 and +9). ,V 2008-2018 Eagle View technologies, Inc. ap,d Pictometry International Corp. -All Rigrts Reserved - Protected by European Patent Application No. 10162199.3 -Covered by one or more of U.S. Patent Nos. 8,073,436; 8,145,578, 8,170,840; 8,209,152; 3,515,125; 8,825,454; 9,05,737; 8,570,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents pending. PAGE 4 1CEAG7LEVIE Premium Report 18 9I12r2018 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 2/12 F1 t- 2 2� w S N I= Note: This diagram contains labeled Pitches for facet areas larger than 20.0 square feet. in some cases itch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches, If present, a value of "P' indicates a flat facet (no pitch). C 2008-2918 Eagle View Technologies, Inc. and Piaometry International Corp. — All Rights Reserved — Protected by Eumpean Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,435; 8,145,578; 8,178,840; 8,209,15?; 8,515,125; 8,825,954; 9,135,737, 8,670,951; 9,514,568; 8,818,776; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending, PAGE 5 K,56-EAGLEVIEW` AREA DIAGRAM Total Area = 1,105 sq ft, with 6 facets. 420 173 496 Premium Report 9/12/2018 W 4 8 4 N s E Note: This diagram shows the square feet of each roof facet rounded to the nearest Foot). The total area insquare feet at the to of this page, is based on the non -rounded values of each roof facet rounded to the nearest s uare foot after being totaled U 2008-2018 Cagle View Technologies, Inc. and Pictnmetry Interna4onal Corp. —All Rights Reserved — Profited by European Parent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078;436; 8,145,578; 8,170,840; 8,269,152; 8,515,125; 8,825,454; 9,135,737; 8,670,981; 9,514,568; 6,818,770; 8,542,880; 9,344,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 6 Product Approval t USER: Public User Florida Building Code Online _ > Lru :L'ct oe Agotica'lor. US: > Application Detail FL mg FL16305-R6 Submit Surcharge Stats S Facts Publications FSC Staff SCIS Site Nap Links Search _ > Lru :L'ct oe Agotica'lor. US: > Application Detail FL mg FL16305-R6 .. _ Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Standard Suite 800 Atlanta, GA 30328 2016 (770)946-4571 ASTM D 3462 mcollins@atlasroofing.ram Authorized Signature Meldrin Collins 2011 mcoilins@atlasroofing. corn Technical Representative 1995 Address/Phone/Emaii TAS 107 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 Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Bate 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence '11Q,05 Q,05 Cnj ATL I -.0� 6 X017 RBC �t -, X017 c FZe{7Gr= 7,iiln7i2- Fi, "- Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTM D 7158 2011 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code p__',V.'r-Ai..oridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQw1DquJBMjgU1j3N1TGPID8aJCJnk%2bsJZMHcThL8V8dp/5hQ.giwA a 816/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary o _Products_ FL # Ronda Building Code Online Method 1 Option D 09/30/2017 10/03/2017 10/64/2017 12/12/2017 Model, Number or Name � Description 15305.1 Atlas Shingles Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Ymp2,ct Resistant: N/A Design pressure: N/A Other: See evaluation report for Ilmits of use Fiberglass reinforced laminated asphalt shingles I Installation Instructions j F ?G305 R5 ii a;TL1?7C2 G201'- pa - Verified Tval R=pc=S:rng{�3 j lnat.pol' Verified By: Zachary R. Driest 74021 Created by independent Third Party: yes Evaluation Reports F1r16305 R5 AE ATL 1300 c20 7 FLi -i Rea;:- Sni,�;, E;=_- rir_,�J_P_ � — Created by independent Third Party: Yes Contact Us :: 2501 Blair Stone Road, Tallahassee FL 32349 Phan , 850-487-1824 The State of Ftorida is an .ea/EEO employer. Copyright 2007-2013 Statp of Florida ;: ces§blut privacy 5[atement ;: Acy.Sratement :; at& d Statement Under Flo, ida law, email addresses are public records. If you do not want your a-mai3 address released in response to a public -records request, do not send electronic mail to this entity, instead, contact the oft -ice by phone or by :radidonal mail. If you have any questions, please contact 850.487,1345. '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 1F 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 Appraval Accepts: 1"rr10=1i5 EE Credit Card §afe ff �7� tnf --_z ,..r,r�. ioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVKQwtDquJBMjgUliSNtTGPID8aJCJnka/ bsJZMHcThE Certificate of Authorization No. 29824 17520 Edinburgh Dr do"REEK Tampa, FL 33647 TECHNICAL SERVICES, %L (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C' EDITION (2017) Manufacturer: ATLAS ROOFING CORPORATION Issued September 30, 2017 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TK Ardmore, OK Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE 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 Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermaily-activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMaster@ 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-Master@20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cut@ Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore & Hampton) 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. ProLAMT11 Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton, Franklin & architectural asphalt shingle with a dashed, thermally-activated, self-sealing sealant Meridian) 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 wlScotchgard 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_ ATL13002.6 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. EK ATLAS ROOFING CORPORATION Asphaltsphalt Shingles CRE TECHNICAL SERVICES, LLC StormMasterO 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 Technoiogies (TST5878) ATL -079-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -083-02-01 TAS 140 1995 PRI Construction MaterialsTechnologies(TST5878) ATL -086-02-01 Rev 1 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM 2016 tD73161 1015 PRI Construction Materials Technologies (TST5878) RTL -106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-D1.1 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 2010A PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 3462 20115A PRI Construction Materiais Technologies (TST5878) ATL -119-02-01 TAS 100 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) ATI, -127-02-01 Rev 1 ASTM D7158 2011 PRI Construction Materials Technologies (TST5878) ATL -132-02-01 20115 TASSMOD73161 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 ASTM D,3462 2010A PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -137-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -138-02-D1 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM 3161 2995 TAS 1tD PRI Construction Materials Technologies (TST5878) ATL -144-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -151-02-01 ASTM D 3462 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 ASTTASM1 D 3161 2016 1915 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 ASTM D 3462 201 DA PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 2010A PRl Construction Materials Technologies (TST5878) ATL -171-02-01 ASTM D 3462 2010A 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 2010A PRI Construction Materials Technologies (TST5878) ATL -179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -184-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -186-02-01 TAS 100 1955 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 2010 PRI Construction Materials Technologies (TST5878) ATL -220-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-03 3161 2016 TASSMO 995 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -221-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-03 ASTM D 3161 2016 TAS 107 1995 PRl Construction Materials Technologies (TST5878) ATL -221-02-04 ASTM D 7158 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 ATL13002.6 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 anifty Report No. Standard Year TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL. -223-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -223-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -223-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -223-02-04 ASTM 0 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -224-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -225-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -225-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-04 ASTM D 7158 2011 ATL13002.6 FL 16305-R6 Page 3 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 TECHNICAL. SERVICES. LLC INSTALLATION Legend Basic Wind Speed (Veit): Basic Wind Speed (Vasil): 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. 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 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 manufacturers published installation instructions. Shingles shall be attached using °6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) Figure 2. Legend 6 Nail Pattern ATL130D2,6 FL 16305-R6 Page 4 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 GlassMaster(!D 30 & Basic Wind Speed (Vuit): Tough -Master® 20 Basic Wind Speed (V.gd): 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. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/18 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 1:12Installed 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. Nails rP.r � ,... •rr■ ass 12" _ 12' Figure 3. GlassMaster@ 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) aiI's Now MW MW " "M Now" 9=4 � "M � i 12" ' ■ � i 55/8 JA 1 Y Y Figure 4. GlassMaster0 30 & Tough -Master@ 20 6 Nail Pattern ATLI3002.6 FL 16345-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 TECHNICAL SERVICES, LLC Prol AMT11 Architectural Basic Wind Speed (V,u): Basic Wind Speed (V„�d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (!Von-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with F9C 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. 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 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. ,12' SENGLE y4" SEAAN7 UNE PATTER 1 S' Lri�iGTN 0 t' OFF TYP s -------------- -----------.--------------- ------ '---_- _ — — —------ — — — — — — — -— -----—— ---I'a-e!am----. .-------1�- --- --- Li:, -- t 11AUNG AREA Figure 5. ProLAMT"" Architectural Shingle 4 Nail Pattern (non-HVHZ only) ----------------------- - ----t7-- 4 - "'GLS Y," SEaA,VT L]Nc PHiTE£2r -- —/'—-—---- ---_--—----------r 4 — L5 NAIUNG AREA �'. ..-•" - -.._�{ -'A i Figure 6. Pro -LAM"' 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 SERVICES'. LU Pinnacle@ Pristine & Basic Wind Speed Mit): StormMaster@ Shake Basic Wind Speed (Vasd): Deck (HVHZ): Reck (Non-HVHZ): Underlayment: Min. slope'. Installation (HVHZ): Installation (Nan-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG 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 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 'A Nail Pattern" or "6 Naii Mattern" detailed below. F.0 LE 1:•• SIA, "I LI!;v ATTErIv 3 TTG!..- 1' LENGTH GH: I CFS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . L 1I� NAVIC AREA Figure 7. Pinnacle@ Pristine and StormMastero Shake 4 Nail Pattern (Non-HVHZ only) --3-SLE y.. SEEaL-N Lr!E P1,TTI- , TCP: __rIGTH ori: 3' 0-^r ?TTG'... , LEPIG.H ON: 1' nrr I - ---- s w--rrFL r► --i z• r- Li-tFANNG .A�Eh `'. 71 7i I Figure 8. Pinnacleg) Pristine and StormMaster@ Shake 6 Nail Pattern ATL130G2.6 FL 18306-136 Page 7 of 11 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, I -LC 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 SERVICES, LLC StormMaster® Slate Basic Wind Speed (V.ic): Basic Wind Speed (Vaud): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope_ Installation (HVHZ) Installation (Nan-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 1194 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 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 Null 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. StornnMaster® Slate 4 Nail Pattern Figure 10. StormMaster® Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 __ Page 8 of 11 This evaluation report is provided for State of Florida product approvat 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 TECHNICAL SERVICES, LLC Pro -Cut@ Starter Strip Basic Wind Speed (V„it): Basic Wind Speed (Vaad): 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 FBG 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. 15132 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 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. i _ i7 ga_ 1-1/2� rieg shank nail is ----f- ` f o Figure 11. Pro-CutO Starter Strip ATL13002.6 FL 16305-R6 Page 9 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. ECREEK TECHNICAL SERVICES, LLC Pro-Cut@) Hip & Ridge Basic Wind Speed (V„lt): Basic Wind Speed (Vag): Deck (HVHZ); Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. in accordance with I=BC requirements; Solidly sheathed min. 15132 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. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12 ga. 1-1/2" ring r, shank nail i - iQf 12" I i 6" j i I f=igure 12. Pro -Cut® Hip & Ridge ATL13002.6 FL 16305-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. TNs evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNiCAL SER VICi-s, LLC 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 checked for protrusion and corrected prior to underlayment application. 6) Shingles 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, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ��y�ss�erirr 2417.09.3 .�Y•R.•�'' , " No 74021 � • 0 12.37.24 yr • ; .�+` —44'00' :•• STATE OF .' 4•••. 140 O R 1V -* \ Zachary R. Priest, P.E. r,11,s'0 N A' �i ,�o on NG- 021 1111 OrganizationFloridNo. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation_ Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI -13002.6 FL 16305-R6 Page 11 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. W612616 Florida Building Code Online SCIS HomeLog In I User Registration I Hot Tnpics Submit Surcharge Stats & Facts.. bProductApproval USER:. Public User r PE -74021 Product A,proval Menu > Product orApplication search > .4pptication List > Application Detail FL # FL17322-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived F' s s.r gas i Publications ' FBC Staff SCIS Site Map i Links i Search Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770)946-4571 mcol I ins@atlasroofing. com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect fume who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden RE, , Validation Checklist - Hardcopy Received Certificate of Independence FL17322 R4 COI ATL14001.4A 2417 FBC Eva l Report Atlas Underlayments fnal.pdf Referenced Standard and Year (of Standard) 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 Equivalence of Product Standards nttnc-1Fwww.fioridafauilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiMWDrY8PHC4TwsBEc8KxLSaJJG7DPQlkaGxFKuQ%3d%3d 61612018 Certified By Sections frum the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 17322.1 Florida Building Code Online Model, Number or Name 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. Method 1 Option D 09/30/2017 10/03/2017 10/04/2017 12/12/2017 17322.2 ; Fabral All Purpose high Temp I 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. ' Description For use in steep slope roofing installation instructions FL17322 R4 II ATL14001.4A 2017 FBC Evai Report Atlas Underlayments final. adf Verified By: Zachary R. Priest 74021 Created by Independent Third Party. Yes Evaluation Reports FL1 322 R4 AE ATL14001.4A 2017 FEC Eva] eport tlas Underlayments final.pdf Created by Independent Third Party: Yes ASTM D 1.970, SBS modified, self -adhering underlayment with fiberglass mat reinforcement and a poly -fabric surface. Installation instructions FL17322 R4 II ATL14001.48 2017 FBC Eval Report Atlas Cabral Underlayment fin l.pdf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL17322 R4 AE ATL14001.413 2017 F6C Eval Re ort Atlas Fabrai Underiaymenk final.pdf Created by Independent Third Party: Yes Contact Us :: 2601 91air Stone Road, Tallahassee FL 32399 Phone: 850-487-IB24 The State of Florida is an AAJEEa employer. QRyri Dtt 2007-201 St of Fi ria :: Pit vary 5takement :: Accessibiiit;�5tatement :: f nd S men law, email addresses are public records. If you do not went your e-mail address released in response to a public -records request, do not send electronic Under Florida la entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 856.487.1395. *pursuant to Section mail to this 455mail t ), Florida Statutes, effective October 1, 2012, a owes licensed under Chapter 455, P.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 pub�it retard. If you da not wish to supply a personal address, please provide the Department. with an email address which can be sadi k here • to the public. To determine if you ora a licensee under Chapter 455, FS., ple Product Approval Accepts: FE Ej l El Credit Card Safe SecuntV:4IE'1`Ir .., -- -----. a al ii , z ornlorlor alao dtl.aspx?param=wGEVXQwtDgs€ZyNwiNWDrY8PHC4TwSBEc8KxLSaJJG7DPQlkaGxFKuQ%3d%3d C R' E4=1 E K TECHNICAL ER cE , LLC EVAWATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 w,,vw,aiiasr-oofinq.c0111 Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, eH EDITION (2017) Category: Roofing Subcategory: Underlayrnents Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES issued September 30, 2017 ATL14001.4A FL17322-R4 Page 1 of 4 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, Report No. Standard Year Entity PRI Construction Materials Technologies (TST6049) ATL -033-02-01 ASTM D 1970 20015a PRI Construction Materials Technoiogies (TST6049) ATL -068-02-01 ASTM D 4798 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 TAS 110 2001010(2016) PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ATL ASTM D 1970 2015a5 PRI Construction Materials Technologies (TST6049) Materials Technologies (TST6049) -069-02-01 ATL -090-02-01 TAS 103 31970 199 1995a PRI Construction PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL --533-02-01 54-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) SWR -533-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -004-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -007-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -026-02-01 ASTM PRI Construction Materials Technologies (TST6049) WRMI-011-02-01 UL 189 970 2012a PRI Construction Materials Technologies (TST6049) MSA -007-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) 952-01 ASTM D 1970 2015a UL LLC (T5T1740) 02-NK40952 02-NK4 02-NK40952 ASTM D 226 2009 UL LLC (TST1740) 02-NK40952 ASTM D 2626 04 20166(2012)E1 UL LLC (TST1740) 02-NK40952 ASTM D 4869 UL LLC (TST1740) 02 NK40952 ASTM D 6380 2003(2013 ) UL LLC (TST1740} ATL14001.4A FL17322-R4 Page 1 of 4 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, ATLAS ROOFING CORPORATION CREED. Roofing Underlayments TECHNICAL SERVICES. LLC 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 it asphalt saturated organic felt underlayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type 11 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 roil 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. Siate/Tile Underlayment ASTM D 6380, class M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMaster@) Ice and Water modified, ring foreuse in therHVHZnand reinforced fibergla D 1970 non-HVHZ. The 1 Water 100 at and$S g a granular surface self-adhesive side is covered with a release film, which is removed during installation. �I WeatherMaster@ Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a for use in the HVHZ and non-HVHZ. The Water 200 fiberglass mat and a granular surface self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster@ Ice and ASTM D 1970 SSS modified, self -adhering underlayment reinforced with a surface for use in the HVHZ and non-HVHZ. The Water 216 fiberglass mat and a granular 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 underlayment 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. WeatherMaster@ Tile TAS 103 SBS 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 FL17322-R4 Page 2 of 4 This evaluation report is provided for State of Florlda product approval under Rule 611320-3. 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. ATLAS ROOFING CORPORATION CREEKRoofing Underlayments TECHNICAL SERVICES, LLC APPLIcATIOIV METHOD installation shall be in accordance with the published manufacturers instaffation instructions, the FSC, 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 FSC requirements. Roof decks shall have no more than 118" gap at abutting joints. Exposure of the underlayments shall 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) WeatherMastera Ice and Water 100, WeatherMaster@) Ice and Water 200, and WeatherMaster@ Ice and Water 216 — maximum 30 days c) WeatherMaster@ 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 FBG product approval documents): a) WeatherMaster@) Pro -Grade Ice and Water or WeatherMaster@ Tile — ICP Adhesives Polyset AH -160 b) Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH -160 Allowable Roof Coverings: Und�_ent#15#30 Vlon Specification Felt e Sheet ral Surface Rol! Roo' uard® EVERFELT Vle UnderlaymentrMaster&Ice and WatrMaster@ Ice and WalrMaster� Ice and Wal 216 WeatherMaster@ Flexible Ice Water WeatherMastea Pro -Grade 1 and Water WeatherMaster@ Tile Notes: 1 2) Wood shingles only ATL34001.4A FL17322-R4 Page 3 of 4 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. ATLAS ROOFING CORPORATION CREEK Roofing Underlayrnents TECHNICAL SERVICES. LLC WIND RESISTANCE (NON-HVHZ ONLY) The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underla meat 5 stem No.1 — WeatherMaster® Tile only Roof Deck: Min. 15132 -inch CDX plywood attached to woad supports spaced a maximum 24" o.e_ Underlayment: WeatherMaster0 Tile shall be fully adhered to the optionally primed plywood deck, Maximum Design -52.5 psf Pressure: LIMITATIONS 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 instailation 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. 2017.09.30 No 74421 e 12:44-622 -04100' 1)STATE OF 0 '•. - O R t ? •' �'- Zachary R. Priest, P.E. �i a` Florida Registration No. 74421 0 N A`�� Organization No. ANE9F41 fill fy 0 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT 1=117322-R4 Page 4 of 4 ATL14001.4A 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.