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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 07/16/2018 Permit Number: go 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: 330 SE Gasparilla Ave Legal Description: River Park Unit 4 BLK 37 Lot 16 Property Tax ID #: Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Lot No. 16 Block No. 37 Remove existing roof down to deck. Renail deck. Install new underlayment and asphalt shingles. CONSTRUCTION INFORMATION: Additional wor to jeeer Orme under this permit — c ec a appy: HVAC LJ Gas Tank E]Gas Piping_ Shutters O Windows/Doors 11 Electric ❑ Plumbing Sprinklers LI Generator RI Roof Hoof pitch Total Sq. Ft of Construction: 3160 Cost of Construction: $ 10360.00 Sq. Ft. of First Floor: _ Utilities:Sewer DSeptic Building Height: 1 story OWNER/LESSEE: CONTRACTOR: Name Rise Prickett Name: Larry Mcdonald Address: 330 SE Gasparilla Ave Company: Southeast General Contractors Group City: Port St Lucie State: FL Zip Code: 34983 Fax: Phone No. 772-344-4581 Address: 10380 SW Village Center Dr. #232 City: Port St Lucie State: FL Zip Code: 34987 Fax: 877-756-0007 Phone No. 877-407-3535 E -Mail: Fill in fee simple Title Halder on next page ( if different from the Owner listed above) E -Mail: LMCDONALD@SOUTHEASTCONTHACTING.COM State or County License: CCC1330002 �� VO "V u1 t MMI uLLruu 121 ,,cavy or more, a KrLUKuru wosrce or commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name:= Name: Address: Address City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: 10380 SW Village Center Dr, #232 Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR 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 thepermit 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 Godes 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. ,r ^ ✓ X A^. Sign ture of Owner/ Lessee/Contractor as Agent for Owner Sign ture of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OFSTLUCIE COUNTY OF STLuclE The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 16 day of July 20i by this 16 day of July 20_ by Larry Mcdonald 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 (Sig ature of Notary Public- State rRY PU f`��}y �� ommission No. rr112218 f 1 I� MIM,�O 9 FF112II {Si nature of Notary Public- Stat 4h� PU �' NI OLLETTE BEN CH Commission No. FF112218 11. P OMMISSION 9 FF1122l y OCF� EXPIRES: July 18, 2018 or EXPIRES: July 18, 2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Permit No. State of Florida, County of St. Lucie NOTICE OF COMMENCEMENT Property Tax ID No. 341 1 - 53 0 - 0144 - 0 Op - 4 The Undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of property and address if available K IVf Yank - Walt 4 EAL 07 Ut-1(p �u Q -n i 330 ve, n7aF>0 4S Z$ General description of improvements Z M m m � 0 9 Owner/lessee R15e Pmcy-e* � o n ° Address 3CZ CE 67G �A�IQ CXi.� ST �.IA�I't �. 3i�983 a m N m rna A Interest in property: 3 00 7 o Fee Simple Title holder (if other than owner) N 1A ° s Lr Address m g° Contractor °'�i3UI� 7 4 i�ri 'rrr/ IP--eOoMi ( 6i?(J) J Phone # f�) " Address Fax # c Surety Phone # Address Fax # Amount of Bond Lender r4 I} Phone # Address Fax # Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (a) 7., Florida Statues: Name Phone # Address Fax # In addition to himself, owner designates of Phone # Fax # to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE. BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13, F.S., AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. or Owner's or Lessee's Authorized OfficerlDirector/PartnerlMauager/ Signature (]UAkL Signatory's Title/Office State of Florida, County of S} LmuL Acknowledged before me this 12. , day of vet 20 � , by KNx who ' personally Known to me or who has produced• /7 3 7-a�.s 0 as identification. _J 1 — 1 1 NtiWf-4e. be.,%6%�o Si nature of Notary Type or Print Name of Notary (Seal) Title: Notary Public Commission Number F E (l 2-219 M COMMISSION 9 F ICfIIO ,may {;OIa1MIS54aN # PF312214 .e, EXPIRES: July 18., 2018 OF F Michelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: Parcel ID: Account #: Map 1D: Use Type: Zoning. City/County: Ownership Rise Prickett 330 SE GasparillaAve Port St Lucie, FL 34983 Legal description RIVER PARK -UNIT 4 BLK 37 LOT 16 (MAP 34128N) (OR 1366-162) Current Values Just /Market Value: $115,800 Assessed Value: $55,523 Exemptions: $30,523 Taxable Value: $25,000 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF 0 330 SE GASPARILLAAVE 3419-530-0144-000-4 42544 34/28N 0100 RS -4 Saint Lucie County Total Areas Finished/UnderAir (SF): 1,496 Gross Area (SF): 2,804 Land Size (acres): 0.24 Land Size (SF): 10,439 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. 3121 Skyway Circle Suite F Office: (877)407-3535 EN Melbourne FL 32934 Fax: (877) 756.0007 CONTRACT www.southeastcontracting.com Saatheast� CGC060247 • CCC1330002 Contractors Group, Inc. PROPOSAL SUBMITTED TO: Date;_? Job Name: Customer: X +' 45 Pkl &C—R Job Location: 950 5- C Phone• i' y - ! Email: JOB DESCRIPTION: Remove existing roofing and install new asphalt shit gles Shingle Color: G,21-11 /� x Drip Edge Color: x ATLAS PRISTINE PINNICLE: • Provide roofing pertnit • Provide trash removal to a legal off-site facility • Install all new valley metal 16" 26ga set in plastic roofing cement. (If required) • Remove existing roofing dow44o the wood deck • Replace all bad decking ( a5 sheets included additional sheets • Install new drip edge 3" x 3" aluminum . Install new Low Profile Ridge Vent/Cobra Ridge Vent X billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manual • Install new exhaust vents (Galvanized) and lead boots . Install ATLAS PINNACLE STARTER SHINGLE (Based on 553.844 F.S.) • Install ATLAS Summit 50 underlayment • Install ATLAS PINNACLE PRISTINE PRC) -CUT • Install ATLAS 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 $ 1r-1 ?C ei (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: 1 • Provide roofing permit ,I • Provide trash removal to a le doff -site facilit� • Remove existing roofing n o the wooe • Replace all bad decking Aiee &&4icIud d additional sheets billed at $80.00 each) • Re -nail deck as require y Hurricane 1�itigation Retrofit Manual (Based on 553.844 ES.) Nntec- __ • Install CERTAINTEED ALL WEATHER EMPIRE BASENL'Y • Install CERTAINTEED FLINTLASTIC-GTA CAP SHEET • Install new primed drip edge 3: x 3" aluminum witlt}Matrix-201 Premium SBS SBS Flashing Cement J • Install new metal 16" - 26ga set in Matrix - 201 Premium SBS Flashing Cement at sloop roof tie-in WIND MITIGATION: '-<,G1r-jK .7 x"167 ` loea'1% • Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of"rFs Ud' NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ..... ................................................ Cost $80.00 per sheet labor and material Metal fascia trim Fascia: ............................................. ............. Cost $18.80 llf labor and material Metal roof structures Second layer removal: ................................ Cost $28.00 per square Satellite dish removal or replacement Chimney flashing: ...................................... 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 $ 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 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 writin&, 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 `thange order or upon execution of the change order as required by the contractor. Southeast General Contractors Group, Inc. is responsibre for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. Labor Warranty/5 year on workmanship. Material Warranty 30 -year limited warranty. Same a Cash (SAC) Financing (3, 6, 12, 18, 24 months) options will reg�anire additional upfront fee. Standard (1-12) years financingg is offered with no pfrot fees. All fmanciza g is contingent upon credit approvalStandardAPRforAandA+credit ingSoueast General Contrctorsroup Inc. partners with EnerBnk Improvement loansistingguwbe removed odetached to allow fortheinstatioof the new roofing system. 5ourtlieast General Contractors Group, Inc. will attempt to save the gutters but in the event they are dam aged the Owner accepts full responsibility for said gutters. Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of :00 NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ...................................................... Cost $80.00 per sheet tabor and material Metal fascia trim Fascia: ..................................................... ..... Cost $18.801/f labor and material Metal roof structures Second layer removal :................................ Cost $28.00 per square Satellite dish removal or replacement Chimney flashing; ...................................... Cost $225.00 plus stucco if required at $37.50 per slf Screens and screen enclosures Flashing, step, counter or base: ................. Cost S 17.251/f labor and material Solar heater removal or replacement Gutter removal: .............................. ............ Cost S.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 Change Orders, contractor may accept a "change order" to the glans, 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. Southeast General Contractors Group, Inec. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. Labor Warranttyy/5 year on workmanship. Material Warranty 30 -year limited warranty. Same a Cash (SAC) Financing (3, 6,12,18, 24 months) options will require an additional upfront fee. Standard (1-12) yyears financin is offered with no upfront fees. Ali financing is contingen# upon credit approval. Standard Home Improvement f nancing offered from 9.9J°/u APIC foz and A+ credit ratan. Southeast General Contractors Groug Inc. partners with EnerBank Improvement loans. Existing gutters will be removed or detached to allow for the installation of the new roofing system. Sourtheast General Contractors Group, Inc, wiU attempt to save the gutters but in the event they are damaaged fife Owner accepts full responsibility far said gutters. 7 O� We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sum of $ l � ---- 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 a1Yarding to standard practices. Any alteratian or deviation from above spec fications involving extra cost will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within IO days and is void thereafter at the option of the undersigned. 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. AUTHORIZED�4, ACCEPTED Signature; f ._� � , - C_�� `�`- Date: gnaDate ✓ �/ � S tIt ast General Contractors Group, Inc. Signature: Date 1;i XEAGLEVIEW " LENGTH DIAGRAM Total Line Lengths: Ridges = 99 ft Hips = Oft Valleys = 49 ft Rakes = 118 ft Eaves = 136 ft Premium Report 7/12/2018 Flashing = 0 ft Step flashing = 7 ft Parapets = 0 ft Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 f=eet In some cases segment labels have been removed for readability. Pius signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). 20{78-2018 Eagle Vlew Technologies, Inc. and P€[torne" Intemahonal Corp. — All %4:5 Reserved — Protected by European Patent Appllcadon No. 10162199.3 — Covered by ane or more of U.S. Patent Nos. 8,978,436; 8,145,578; 8,170,W; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 4 EAGLEVIEW'D Premium Report 7/12/2018 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 6112 +— 1 +6 +6 +6- Note: 6- Note:This diagram contains labeled pitches for facet areas larger than 20.0 square feet. In some cases, pitch 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. Q* 2008-2018 Eagle View 7echnobgies, Inc and Pictometry Intemational Corp. - All Rights Reserved - Protected 6y European Patent AppliCation No. 10162199.3 - Ceuemd 6y one or more of U.S. Patent Nos 8,078,436; 6,195,.578; 0,170,040; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,552,880; 9,244,589; 9,329,749; 9,599;466. Other Paterits Pending. PAGE 5 1;i XEAGLEVIEW' AREA DIAGRAM Total Area = 3,164 sq ft, with 6 facets. 847 +9 368 774 655 537 Premium Report 7/12/2018 N W s 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 square foot after being totaled). c9) 2008-2018 Eagle View Technologies, Inc. and Pktumetry InternaUonaf Corp. —All Rights Reserved — Protecmd by European Patent Application No. 16162199.3 — Cmrered by one or mare or U.S. Pztent Nos, 9,078,436; 8,145,578; 8,176,64x; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 6,673,961;. 9,511,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Odrer or Pending. PAGE 6 E+ Z9 Q ' W p'Q C4 u a4 �Q C 4-/ t C1 a E O a o • {Q N 61 N R > CD I t O � i U') O z' to a O T J a LL m "O ai � N Z [U —y a o U '4 g a U) cu jR e t� a--� � 3 � v CL c vcm O •� a G 13)z d 0 3 G1 N G N •� d a CL O 0 O O N ti C O V :3 13 NN wN N RS p N N a O N O O i C. O i4 IL p N C N C H Q v f3 C V 4i > OM C d C4 u a4 Comments Archived Year Florida Building Code Online 61612018 ASTM D 226 2009 6 f l Publications F5C staff SCIS Site Map Links Search BCIS Home Log rn User Registratsan HotTapics SUbMit Surcharge _ stats & Facts gg r Product Approval,� USER: Public User 04ot TAS 110 2000 Pr©duct Ap Mg, Menu > Product or ARplication Search > ARplicatton Hsi > Application Detail 2012 FL 4 FI -17322-R4 'r = Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcoltins@atlasroofsng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17322 R4 CO1 ATL14001.4A 2017 FBC Eval Report Atlas Underlayments flnaLpdf Referenced Standard and Year (of Standard) Standard Year T. 2015 ASTM D 226 2009 ASTM D 2626 2004 Publications F5C staff SCIS Site Map Links Search Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcoltins@atlasroofsng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17322 R4 CO1 ATL14001.4A 2017 FBC Eval Report Atlas Underlayments flnaLpdf 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 1945 TAS 110 2000 UL 1897 2012 Equivalence of Product Standards sBEc8KxLSaJJG7t]PQIkaGxFKuQ%3d%3d https:li% w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4Tw w 1 6/6/2018 Certified By Sections from the Cade Product Approval Method Date Submitted Date Validated Hate Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option A 09/30/2017 10/03/2017 10/04/2017 12/12/2017 FL # Model, Number or (Mame � Description 17322.1 Atlas Underlayments For use in steep slope roofing Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL17322 Rd II ATL14001.4A 2017 FBC Lyal Reoort Atlas Underlayments flnal.pdf � Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By, Zachary R. Priest 74021 Design Pressure: N/A t Created by Independent Third Party: Yes Other: See evaluation report for limits Of use. 1 Evaluation Reports F1_17322 R4 AE ATL14001.4A 2017 FBC Fval report Atlas j j { Under€ayments finat.pdf j 1 Created by Independent Third Party: Yes 17322.2 Fabral All Purpose High Temp I ASTM D 1970, SBS modified, self -adhering underlayment with 1 ; Underlayment Fiberglass mat reinforcement and a poly -fabric surface. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17322 R4 II ATL14001.4R 2017 FBC Eval Report Atlas Approved for use outside HVHZ: Yes ! Fabral Underlayment final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 � Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL17322 R4 AE ATL14001.4B 2017 FBC Eval Report Atlas Fabral Underlayment final.pdf l Created by Independent Third Pasty: Yes L Contact Us :: 2501 Blair Stone Road,Tallahassee FL 32392 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Coovrioht 2007-2013 sta&e of Flarica.:: PrivayState_m_ent :: Accessibility5ta�te dent.:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it 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, RS., please dick here . Product Approval Accepts: M W E4. M Credit Card Safe https:lhvww.fioridabuilding.orglpr/pr_app_dd.aspx?param=wGEVXQwtDgsRyNwiNWDrYSPHC4TwsBEc8KxLSaJJG7DPQ1kaGxFKuQ%3d%3d 212 (Am"w4;- R E E K TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 tv1nfVV.atlasr00finQ.1'0m 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) PR[ Construction Materials Technologies (TST6049) ATL -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) RTL -164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (T-ST6049) 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 (TST6(149) MSA -007-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST6049) MSA -030-D2-01 ASTM D 1970 2015a UL LLC (TST1740) 02-NK40952 02-NK40952 ASTM D 1970 ASTM D 226 2015a 2009 UL LLC (TST)740) UL LLC (TST1740) 02-NK40952 ASTM 0 2626 2004(2012)EI UL LLC (TST1740) 02-NK40952 02-NK40952 ASTM D 4869 ASTM D 6380 2016 2003 (2013) UL LLC (TST1740) ATI -14001.4A 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. GREEK TE=CHNICAL SERVICES. LLC PRODUCT DESCRIPTION ATLAS ROOFING CORPORATION Roofing Underlayments #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 11 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 GuardO 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. Slate/Tile Underlayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMasterO Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 100 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 install at€on. WeatherMaster@ Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 200 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 ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 216 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 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. 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. ATL 14001AA FL17322-R4 Page 2 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_ CREEK TECHNICAL SERVICES, LLC APPLICATION METHOD Installation shall be in accordance with the published manufacturer's requirements below. ATLAS ROOFING CORPORATION Roofing Underlayments instructions, the FBG, and the 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 FBG 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, 930 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 WeatherMaster@ 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) SlatelTile Underlayment or #90 Mineral Surface Rall Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow Tilel3ond, or ICP Adhesives Polyset AH -160 Allowable Roof Coverinqs: Notes: 1) ©pen valley applications per 1507.2.9.2 2) Wood shingles only ATL14DO1.4A 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. Metal Roof composite or Wood Asphalt Panels and Photovoltaic Shingles and Slate Clay and Underlayment Shingles Shingles Shingles Shakes Shingles Concrete Tile #15 Specification Felt Y Y Y Yz Y N #30 Organic Saturated Felt Y Y Y Y Y N #30 Specification Felt Y Y Y Y Y Y #43 Base Sheet Y Y Y N Y Y #90 Mineral Surface Roll Roofing Y' N N N N Y Gorilla Guard(D EVERFeLT 30 Y Y Y Y2 Y N Slatefrile Underlayment Y' N N N N Y WeatherMasterg Ice and Water Y Y Y N Y N 100 WeatherMaster@ Ice and Water Y Y Y N Y N 200 WeatherMaster(D Ice and Water Y Y Y N Y N 218 WeatherMaster@ Flexible Ice and Y Y Y N Y N Water WeatherMastera Pro -Grade Ice Y Y Y N Y N and Water WeatherMaster@ Tile Y Y Y N Y Y Notes: 1) ©pen valley applications per 1507.2.9.2 2) Wood shingles only ATL14DO1.4A 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. CREEK TECHNICAL SERVICES, LLC WIND RESISTANCE (NON-HVHZ ONLY) ATLAS ROOFING CORPORATION Roofing Underlayments The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 — WeatherMaster0 Tile only Roof Deck: Min. 15132 -inch CDK plywood attached to wood supports spaced a maximum 24" o.c. Underlayment: WeatherMaster® 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 manufacturers 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 FBG product approval documents. 5) Roof coverings shall not be adhered directly to the undedayment 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`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. • �3 ^, err 2017-09.30 NS'• No 74021 12:44:2 2 2.44:22 � 3 STATE OF .' LIJ-Z j%©'r."`�C O ti D P•"•�Zachary R_ Priest, P.E. Florida It Registration O gani Organization hla�021 ANE9641 Iri�It1 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 ATL14001.4A FL17322-R4 Page 4 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 qualify 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. �YProduct Approval USER: Public User Florida Building Code Online n urariuc:.4: i �P QLB--Qn L ase n Applleation Detail FL # FL16305-R6 Application Type Revision submit Surcharge Stats & Facts Publicatfons Fi3C Staff ', BCIS Site Map Links Searct n urariuc:.4: i �P QLB--Qn L ase n Applleation Detail FL # FL16305-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 3032.8 2016 (770) 946-4571 ASTM iJ 3462 mcollins@atlasroofing.com Authorized Signature Meldrin Collins 2011 ricollins@atlasroonng.com Technical Representative 1995 Address/Phone/Email TAS 107 Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphait 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 pate 12/31/2020 Validated By Locke Bowden RE Validation Checklist - Hardcopy Received Certificate of Independence -- _ Ef C07 _ Referenced Standard and Year (of Standard) Standard ea ASTM p 3161 2016 ASTM iJ 3462 2010 ASTM p 7158 2011 TAS loo 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code rr:.:ioridahuilding.oralDrlpr app_dtl.aspx?param=wGEVXQwiDquJBMjgUli3NlTGP1D8aJCJnk%2b$JZMHCThLaVSdo/2ha.i,;.aQ,_z,;_r.. 1• 1 Floi•ide Building Code Online Product Approval Method Method I Option D Date Submitted 09/30/2017 Date Validated 10/03/2017 Date Pending FBC Approval 10/04/2017 Date Approved 12/12/2017 Summary of Products _v _FL I Model, Number or Name Description 16305.1 _ Atlas Shingles_� Fiberglass reinforced laminated asphalt shingles _ Limits of Use Approved for use in HVHZ: Yes Installation Instructions T Approved for use outside HVHZ: Yes i FL35305 Rc ll ATL130f12,6 20, ,�SC F+aI qua shirtiE impact Resistant: N/A ;ina':.pgP desig Design Pressure: N/A Verified By: Zachary R. Priest 74021 Other- See evaluation report for limits of use 1 Created by Independent ThirdParty: Yes Evaluation Reports FL16305 h'.5 - AT 1 13002.5 ai;_ 7 FEB- _ aE - -1 :In l _ _- --- Created by Independent Third Party: Yes Contact U :: 2601 81air Stone Rpad Tallahassee FL, 32399 Pho_n 852-, 4324 The Stat_= ofrTcrida is an A.a/dr0 employer,yrlght.2aQ7-2013 5^ate of -lorida. _; Privacy tatement :: Accessibility Statemen` :: Refund tat n[ tJntler Florida law, email addresser, are public records. If you do not want your 2 -mail address released in response to a public -records request, do not send electronic mail ,o this entiy. Instead, contact the nice by phone or by traditional mad. h 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 if they have one. The emaUs provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pl=_a=-e provide the Department with an email address which can be made avallatre to the public To determine iF you are a licensee under Chapter 455, FS., please click here . Product ?r Approval Accepts: � �11Ej Cr-Edail' 1"ard Safe -"._ �. _abuilding.orelprlpr apR Citi.aspx?param=wGEVXQwiLquJEMigU1j3NITGPID8aJCJnkc/-9h�.17r,,iw-T�i o--- _ _. _ Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE r EDITION (=7) Manufacturer: Manufacturing Plants: Quality Assurance: SCOPE ATLAS ROOFING CORPORATION issued September 30, 2017 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Franklin, OH UL LLC (QUA9625) Category: Roafng 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, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMasterQ 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. ProLAMTTM 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. PinnacleO 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) StormMaster® 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 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES, LLC StormMaster ) Slate ASTM D 3161, Class F & ASTM D 7158, Glass 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 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -083-02-01 TAS 100 1995 PRI Construction Materials Technologies (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 D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -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 -107-02-01.1 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 2010A PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -119-02-01 TAS 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 PRI Construction Materials Technologies (TST5878) ATL -132-02-01 ASTM D 3161 2016 TAS 107 1995 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 -138-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM D 3161 2016 TAS 107 1995 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 ASTM D 3161 2016 TAS 107 1995 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 PRI 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 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 2010A 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 TRS 107 1995 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 PRI 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 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 SERVICF-s. LLC ATLAS ROOFING CORPORATION Asphalt Shingles Entity 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 D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -224-02-01 ASTM D 3462 2010A PRI Construction Materiais 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 ATI -13002.6 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 (Vasd): 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 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 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 'A Nail Pattern" or "6 Nail Pattern" detailed below. Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) 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 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 irnp9y warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ EEK TEcHT,31CAL SERVICES, LLC GlassMaster@ 30 & Basic Wind Speed (V„„): Tough -Master® 20 Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): i 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. 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 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 shalt be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. JL SIT Figure 3. GlassMaster@ 30 & Tough -Master& 20 4 Nail Pattern (Non-HVHZ only) _ bail$ 1 2.t _ ■ ■ 0 M .� i S till63 d Y --- 12- yam 12' -- " Figure 4. GlassMaster@ 30 & Tough -Master@ 20 6 Nail Pattern ATLI3D02.6 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 TECHNICAL SERviCES, LLC Prol-AMTM Architectural Basic Wind Speed (Vuii): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Dnderlayment: 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 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. SINGLE Z' SEA, .VT Llr\E P:.r TERfd . ' LEhVGTH C1: i'" OFF TYP i- ---------- ---------- — ---- 3n — — — — — — — — _. — — — — — — — — — — — — — — — — .— — Lei` r:aiu ,c All - Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) PA -IT. RN ii _.-___ ____.---....... ----------------------------------- ---3- _ - -- - ------ - - 1 NWIANG AREA Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATt_13002.6 FL 16305-R6 Page 6 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. ATLAS ROOFING CORPORATION CREEK Asphalt Shingles TFCt- 41CAL SERVICES. LLC Pinnacle® Pristine & Basic Wind Speed (V.1t): Max. 194 mph StormMaster@ Shake Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 95132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min, slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): 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. Installation (Non-HVHZ): 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. TCP: OTT4h9:. 9" L'Ell.^,T�: Cid: 1" nF 131ia' TYP 3 mw_ me - 7j., a Figure 7. Pinnacle@ Pristine and StormMaster@) Shake 4 Nail Pattern (Non-HVHZ only) I = VpTTE, LJdS.. 0,;. 77 `4 i' - 3 -_____ --------- -41010 - _ 7• E Figure 8. Pinnacle@ Pristine and StormMaster@ Shake 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 7 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 doss not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 14" I CHEEK TECHNICAL SERVIcEs. Irl—, StormMasterfl Slate Basic Wind Speed (V,,,t): Basic Wind Speed (Vag): 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 FBG 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 'A Nail Pattern" or "6 Nail Pattern" detailed below. Figure 9. StormMaster® Slate 4 Nail Pattern 9" 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 RWe 61G20-3. The manufacturer shall notify CREi=K 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,,t): Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Nan-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. 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. --------------------------------------------------- I� i 2r� H. p[an /—i2 ga. 1-y(�'(.rg shank r=alt i Figure 11. Pro -Cut® Starter Strip ATLI3002.6 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. CREEK TECHNICAL SERXr! =_S. LLL' Pro -Cut@ Hip & Ridge Basic Wind Speed (V„ it): Basic Wind Speed (Vz d): Deck (HVHZ): Deck (Non-HVHZ) Underiayment: Min. slope: Installation (HVHZ and 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. 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. 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. 12 ga. 1-1/2" ring shank nail i r� r• LlE i i I Figure 12. Pro -Cut@ Hip & fudge ATL13002.6 FL 16305-R6 Page 10 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 ATLAS ROOFING CORPORATION 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 NVHZ. 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 manufacturers 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. ���islirrrrrr� R. P ♦�'�i \C•E�N�'• No 74021 ,k -13" STATE OF ' CERTIFICATION OF INDEPENDENCE 201/. 9.3 0 12:37:24 —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 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 ATL13002.6 FL 16305-R6 Page 11 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.