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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 09/28/2018 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: 2816 Eagles Nest Way Legal Description: Eagles Retreat At Savanna Club Phase 2 BILK 62 Lot 38 Property Tax ID#: 3424-702-0157-000-1 Lot No.3'8 Site Plan Name: Block No. 62 Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove existing roof down to deck. Renail deck. Install new underlayment and asphalt shingles CONSTRUCTION INFORMATION: itiona wor to e er orme under t is permit—check a app y: LJHVAC E]Gas Tank E]Gas Piping Shutters Q Windows Doors. L1 Electric Q Plumbing Sprinklers Generator Z Roof Roof pitch Total Sq. Ft of Construction: 1255 5 . Ft.of First Floor: Cost of Construction.$ 7220.00 Utilities: Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Farancis Kuil Name: Larry Mcdonald Address:2816 Eagles Nest Way Company: Southeast General Contractors Group City: Pod St Lucie State:F: Address: 10380 SW Village Center Dr. #232 Zip Code: 34952 Fax: City: Fort St Lucie State:FL Phone No.603-724-0752 Zip Code: 34987 Fax: 8777560007 E-Mail:fkuil@comcast.net Phone No. 8774073535 Fill in fee simple Title Holder on next page( if different E-Mail: LMCDONALD@SOUTHEASTCONTRACTING.COM from the Owner listed above) State or County License: 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 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: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIC)VIT: 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 1 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, accessary 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 our Notice of Commencement. ^ A/`- A k AA M Sign ture of Owner/Lessee/Contractor as Agent for Owner Signa re of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St Lu Qe. COUNTY OF SA Wr-te The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this Q1 day of S k nlrsa 20_M by this�day of , eeAtr lEbPQp 20 Ifs by d.2 * 11A C f�Cati�cY Na a of person making statement Name of person making statement Personally Known-,OR Produced Identification Personally Known wf*�' OR Produced Identification Type of Identification Type of Identification Produced Produced _Z��z (Signatu Notary Public-Stat��V orjda } (Signa of Notary Public-State of��pbZda } a° ......, IDALINE RODR*UEZ VAZQUEZ gat,•••';�k I)ALINE RQ iGUEZ v,% ' Commission No.FFaCAaA *s *( A9MOSSION#FF209129 Commission No. FFao4tlact * � '(�clliMISSION" EXPIRES:May 16,2D19 PIRES:IV- ��' v of a� 9TEOFFtl�` Boeded 7hru Budget Notary Services 9 '",'0 Bonded Thru Bud' REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.B/2/17 CL Z) a� O C7 �' o � ees � U � � G � w 67 C •� a 2 o a a) _� t � (D 'C fn •� 0 � U 1 L� Fly G. �r � of S•" eS.w t7 F' C y ' A _ m E A c d' `�° o a U) L ta Qj c6 / LJL U Aa w coFD z G G a a m O1 v {� @ i Cj Q A p - cu I1, w ❑° L a w rNn m w C rn m IL o c C9 a r a c m m CD . o m V 2 � e L w F5 CC v �+ via �i [7 00 z A -NOTICE OF.COWNWNCEMENT Permit No. PrvpermTiki 1D No, 34 a4 -102 ~06 q- 000-I State of Florida,Countov of SL Lucie The Undersigned hereby gives native that impros-g t,w- y. accordance with Chapter 713,Florida Statutes,the following informaties is prvvMed in dg,-Nsdm of Commsefteement Legal Description of property and address if available to t eI y 4 :-gry,� i�i+. ( Uo hi �n0 General description of improvements �e rn0 a W M 2 m Owner/lessee s M p r x a �ZA�nm Address �51 - S A. L.t1�C" iGI C.) S'm rn �(co i5;rsZ Interest in property: o n(P°c bM n Fee Simple Title holder(if other than owner) M rn CO 7 Address a O N '" Contractor [�5y Cat, tro► ' � Phone# `�' t4F0 -�63 I A o m o� n Address 1a $0 Sirs t�l � ;. 2 ` L F -IFax# q 91 1l RP u W 017 Surety Phone# Z n Address Fax# n C M Amount of Bond Lender Phone# Address Fax# Persons within.the State of Florida designated by Owner upon whom notices or other documents may be served as p by Section 713.13(a)7.,Florida Statues: Name Phone# Address Fax# In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IIvTPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCN ENT. n essee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager/Signature Signatory's Title/Office State of Florida,County of , Acknowledged before me this ),I ,day of-- 9 20 I�by Fr;nc- -_ V to j� who is personally known to me or who has produced O O as identification. Signatu f Notary Type or Print Name of Notary (Seal) Title:Notary Public Commission Number 4 otpaY a'"k, IDALINE KDRIDUEZVAMUEZ a * MY FF 2M129 ;;iL-S:May 16.2019 N�'ff aF eti°��P B nd fl ri)f!1 Budget%tary Str ices Michelle Franklin, CFA-- Saint Lucie County P rope rtyAppraiser--All rights reserved. Property Identification Site Address: 2816 Eagles Nest WAY Parcel ID: 3424-702-0157-000-1 Account#: 155511 Map ID: 34/24S Use Type: 0200 Zoning City/County: Saint Lucie County Ownership Francis!Ku$ Linda M Kuil 2816 Eagles Nest WAY ` Port Saint Lucie,FL 34952 Legal Description EAGLE'S RETREAT AT SAVANNA CLUB PHASE 2(PB 43-21)BLK 62 LOT 38(OR3965-780) Current Values lust/M arket Value: $79,300 Assessed Value: $79,300 Zpty � Exemptions: $505 000 Taxable Value: $29,300 Taxes for this parcel: SLC Tax Collector's Office Gl Total Areas Download TRIM for this parcel:Download PDF© Finished/UnderAir(SF): 1,134 Gross Area(SF): 1,932 Land Size(acres): 0.14 Land Size(SF): 6,011 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. 10380 SW Village Center Drive - 232 Office: (877)407-3535 Port St. Lucie, FL 34987 Fax: (877) 756-0007 CONTRACT vvww.southeastcontraeting.com w ► 'F� CGC060247 • CCC1330002 Sotttheast SuoelBl ,�"` f /Contractors Group,Inc. 1t "� iii PROPOSAL SUBM ED T9 Date: Job Name: Customer: Job Location: 2A& 451(;:L6,5 A,.; C- Phone: o 3 -_2,2 6 2 r..7 Email: JOB DESCRIPTION: Remove existing roofing and install new asphalt shingles Shingle Color: c� ��'.s /'�/} x " Drip Edge Color: x ATLAS PRISTINE PINNICLE: Provide roofing permit Install all new valley metal 16"26ga set in plastic roofing cement.(If • Provide trash removal to a legal off-site facility required) • Remove existing roofing down to the wood deck Install new drip edge 3"x 3"aluminum _. • Replace all bad decking(_-.sheets included additional sheets . Install new Low Profile Ridge Went/Cobra Ridge Vent billed at$80,00 each) . Install new exhaust vents(Galvanized)and lead boots • Re-nail deck as required by Hurricane Mitigation Retrofit Manual . Install ATLAS PINNACLE STARTER SHINGLE (Based on 553.844 F.S.) • Install ATLAS PINNACLE PRISTINE PRO-CUT • Install ATLAS Summit 60 underlayment . Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD UPGRADE PRODUCTS: SHINGLE•.$ • Install Atlas Gorilla Guard Spec 30 Engineered Underlayment(#30 felt) $ Install ATLAS Weather Master SA underlayment in valleys and eaves $ ' Instal 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. Notes: 1 �" drl'4e;i ` 1 a ICA FLAT ROOF: r� • Provide roofing permit ? /) . Install ISO board with#12 fasteners and 3"'insulation plates$ • Provide trash removal to a legalo -site facili y "' J • Install CERTAIN'T EED FLINTLAST'IC-SA NAIL BASE Remove existing roofing dowt he Wool deck 6 A � • Install CI RTATNTl'ED FLINTLASTIC-SA GAP SHEET Replace all bad decking( )s eet ind ed additiona7fitmr ted Install new printed drip edge 3"x3"aluminum with Matrix'„201 Premium at$80.00 each) SBS Flashing Cement(COLOR WHITE) Re-nail deck as required b Hurricane Mitigate n Retl • Install new metal 16"-26ga set in Matrix-201 Premium SBS Flashing (Based on 553.844 F.S.) Cement at sloop roof tie-in Notes: WIND MITIGATION: roue, por or an a L4PP�`� NOT INCLUDED. ADDITIONAL ITEMS: Gutters Plywood:.....................................................Cost$80.00 per sheet labor and material Metal fascia trim Fascia:.........................................................Cost$18.801/f labor and rtk #epial Metal roof structures Second layer removal:...............................Cost$28.00 per square _ _40-- Satellite dish removal or replacement Chimney flashing:......................................Cost$225.06 plus stucco if required at$37.50 per s, 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 Priming and painting Stucco repair........__...................................Cost$37.50 per square foot GENERAL TERMS AND CONDITIONS 1. 0—ge Orders,contractor may accept a`change order"to Tile plans,specifications or equipment.In addition,the total price increased or decreased to reflect thecliange,and the same shall be in writing and signed by the Owner and Contractor.Any increase to the contract price shall he paid by the owner upon ordering the work called for in stKh"change order"or upon e-xectition of the change order as required by the contracts. 2 The owner is responsible for removing personal items,plants,veitides,etc.from die work area- l. Existing gutters%ill be removed or detached to allow for the installation of the new roofing system.Contractmr will attempt to save the gutters however to the event ihq are dmnaged the owner accepts full responsibility for said.gutter 4, 1he Owner is responsible for the removal and it-itniallation of any satellite dishes.(The satellite dish may need to be re-Calibrated at ourners expense) 5. Customer authorizes the cantralaur and the material supply companies access to Tile property.Customer accepts full responsibility for any unforeseen damage to the watts.drive vay,septic tank and drain field,landscaping etc.to the property except for the following: 6. Due to the rlsing Lost in labor and materials the aw'iner agree to allow the Contractor to submit for additional claims coverage to the Insurance Company,!,oy additional fluids reeetyed by the Owner will be released to the Contractor. 7. Labor Warranty 5 year on workmanship.Material Warranty 30-year limited wartanty. Southeast General Contractors Group,Inc shall not be held responsible for damage caused by hurricanes,tropical storms, tornadoes,rar biteakes.fires,floods or other causes beyond the reasonable ronLrol.of the Cantractor.Contractor cannot be held responsible for interior damages.Southeast General Contractors Group,Inc will not warranty the work it payment is not received within 5 business days after completion. ...... --1—1. 1 x I„,n 1.....,,,,.6.1.....;.,n...:u „txa;n,.,t,,.,r.,,,,,iP G;, ,Aar.l t 1_t 1).-P:,r:[;,,a„ciao:c n6ered xenh no nnfrml.tees.Ai)finwn ine is cotmineent unon credit aonrmad.Standard Home FLAT ROOD: • ProN ide rooting permit > • Provide trash removal to a legal o site faei- 1° Ins,all LL i i_�_\ • Remove existing roofing dour he woo 'deck � l Install CERTt1I' TEED FLI\Try t -S.�{ 4P SH • Replace all bad decking( )s eet ind ed addi 'tnal s ' is Install new primed drip edge a x- aluminum Mth Matrix'20l Premium at$80.00 each) S13S Flashing Cement(COLOR*WHITE) Re-nail deck as required b Hurricane Mitiga'on RetAL M' ud Install new metal 16"-26ga set in Matrix-201 Premium SBS Flashing (Based on 553.844 F.S.) Cement at sloop roof tie-in Notes: WIND MITIGATION: • coup, port or an a Lf= NOT INCLUDED: ADDITIONAL ITEMS: �s IX I Gutters Plywood:......................................................Cost$80.00 per sheet labor and material p Metal fascia trim Fascia:.........................................................Cost$18.80 1/f labor and rriSe ial Metal roof structures Second layer removal:................................Cost$r28.00 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$17.25 l/f labor and material Solar heater removal or replacement Gutter removal:...... ..............................Cost$.50 Skylights Rafter tail repairs:.......................................Cost$120.00 each Truss repair Skylight replacement and flashing:.,........Cost$475.00 each Priming and painting Stucco repair...............................................Cost$37.50 per square foot GENERAL TERMS AND CONDITIONS 1. Change Orders,contractor may accept a change order"to the plans,specifications or equipment.In addition,the total price increased or decreased to reflect the change,and the same shall be in writing and signed by the Owner and Contractor,Any increase to the contract price shall be paid by the owner upon ordering the work called for in such"change order"or upon execution of the change order as required by'the comractor. -. The Orvner is responsible for removing personai items,plants,vehicles,etc.from the work area. 3- Existing gutters will be removed or detached to allow far the installation of the nesv,roofing system_Contractor will.attempt to save the gutters however in the evert they are damaged the Owner accepts full responsibility for said gutters. 4. The Ou^rier is responsible for the removal and re-installation of any satellite dishes.(The satellite dish may need to be re-calibrated at Owners expense) 5. Customer authorizes the contmctor and the material supply companies access to the property.Ctsstumer accepts fail responsibility for any unforeseen damage to the walks,driveway,septic tank and drain field,landscaping etc.to the Property except for the following: 6. Due to the rising cost in labor and materials the Owner agree to allow the Contractor to submit for additional claims coverage to the Insurance Company..Any additional fluids received by the Owner will be released to the Contractor. 7. l 51 abor arr,my 5 year ou workmanship—Material`Varranty 30-year limited warranty Southeast Genenil Contractors Group,Inc shall not be held responsible for damage caused byhurric:ures,tropical storms, tornadoes,earthquakes,fires,floods or othercauses beyond the reasonable control of the Contractor.Contractor cannot be held responsible for interior damages.Southeast General Contractors Gra ip,Inc will not warranty the work if payment is not received within.5 business days after completion. 8. Sarre as C.a.h(SaC)Fmn Bing(3,6,12,18,21 months)options will require an additional upfront fee.Standard 0-12)years financing is offered kith no upfront fees.All lnancing is contingent upon credit approval.Standard Home imprc:e i_.,...nn..c a R1=ere,.itnan 9 99°o APR for A and A+credit rasing Southeast General Comraaars Group Inc partners with Enerbank lmpravcmcm loans. 4 un the event tbere is a Home Owners Association.the Home Owner r;re_p n l-bie.f_rn;=:i�arc the L'nntr.:orand asstnaesresponsihility-to-get approvals the Home owners Association.The Contractor will provide samples if requested by the f forneeOwner 10. Quoted price is a cash price which includes all rebates and discounts,art additional 3.5%convenience fee will he added to payments made by credit care. 11. Entire Agreement-'this Contract,from the tune it shall take effect,shall supersede any and all prior Agreements whether daimed to be oral or in writing.The parties have incorporated in this Contract their enure;inurssta:;dirg.\a oral statement or prior written matter estrincc to this Contract shall have any force or effect. We hereby propose to furnish labor and materials complete in accordance with the above specifications,for the sum of.$ 7 4.25) 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 acco sting to standard practices.All agreements are contingent upon strikes,accidents or delays beyond our control.This proposal is subject to acceptance within 10 days and is void thereafter at the option of Southeast General Contractors Group,Inc. 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. s Accepted Signature: Date ./ 1 Signature: 1 Date / EAGLEVIEW@ Premium Report 9/z7/za1s 2816 Eagles Nest Way, Port Saint Lucie, FL 34952 Report: 24942503 LENGTH DIAGRAM Total Line Lengths: Valleys = 0 ft Flashing = 0 ft Ridges=44 ft Rakes = 89 ft Step flashing = 0 ft Hips T Oft Eaves = 96 ft Parapets = 0 ft 14 14 15 o eo <r 4 14 N w E 15 s Note; This diagram contains segment lengths rounded to the nearest whole number over 5.0 Feet. In some cases se went labels have been removed for readability, Plus signs preface some numbers to avoid confusion when rotatecl e. . +6 and +9 . c)2008-2018 Eagle View Technologies,Inc.arrd Pictometry intematienal Cvrp.—AP Rights Reserved—Protected by European Patent Application No.10162199.3—Covered by one of more of U.S.Patent Nos,8,078,435;8,145,578;8,170,M4 8,209,152;8,515,125;8,825,454;9,135,737;8,670,951;9,514,568;8,818,770;8,542,680;9,244,589;9,329,749;9,599,466.Other Patens Pending. PAGE 4 EAGLEVIEW' Premium Repast 9JZ7JZOi8 Eagles2816 Port Saint Lucie, FL 34952 Report: 24942503 PITCH DIAGRAM Fitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 �3 3� 1-a N w � s Nate; This diagram contains labeled pitches for facet areas larger than 20.01 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. t5 2008-2018 Ea912 View Technologies,lac.and Pictometry InternafronaI gory.—All Pi9tits Reserved—Pratecte7 by European Patent Application No.10162199.3—Covered 6y one or more of U.S.Patent Nos.8,978,436;8,145,578;8,170,640; 0,209,152;8,515,125;8,825,454,9,t35,737;8,670,961;9,514,568;9,818,770;8,542,880;9,244,569;9,329,749;9,599,466.Other Pater is Pending. PAGE 5 ICEAGLEVIEWE' Premium Report 9J27/Z0f.B 2816 Eagles Nest Way, Port Saint Lucie, FL 34952 Report: 24942503 AREA DIAGRAM Total Area = 1,991 sq ft, with 3 facets. 628 628 735 N w E s Note_ This diagram shows the square feet of each roof facet(rounded to the nearest Foot).The total area in square feet, at the top of this page, is based on the non-rounded values of each roof facet rounded to the nearest square foot after being totaled). CG 200B-2018 Eagle View Technologies,10C and Pictometry lntematonal Cary.—AN Rights Reserved—Protected by European Patent Appiiration No.10162199.3—Covered by 8,209,152;8,515,125:8,825,954;9,135,737;8,670,961;9,519,558;8,818,770;8,542,880;9,244,589;9,329,749;9,599,966.Other�Patents Pee oF mom oroi n9.Patent Nos.8,078,936;8,145,576;8,170,840; PAGE 6 6/6/2018 Florida Building Cade Online 9CCS Home Log In user Registration riot Topics i Submit Surcharge Stats&Facts Publications ; F6C Staff i BCIS Site Map Links Search 4 Product Approval dUpr USER:Public User Product Approval Menu>Product or Ap=pl3cation Search>AppEication List>Application Detail M FL# FL17322-R4 w �3 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 mcollins@attasroofing.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 C I ATL14001.4A 2017 FBC Eval Report Atlas Underlayments final,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 7AS 110 2000 UL 1897 2012 Equivalence of Product Standards httos_llwww.flo6dabuild ing.orglprlpr_app_dtl.aspx?pa ram=wGEVXQwtDgsRyNwiN WDrY8PHC4TwsSEc8KxLSaJJ G7D PQlkaGxFKu Q%3d%3d 6/612018 Florida Building Cade Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/30/2017 Date Validated 1D/03/2017 Date Pending FBC Approval 10/04/2017 Date Approved 12/12/2017 Summary of Products � F — FL# Model,Number or Name 1 Description j 17322.1 I Atlas Underlayments For use in steep slope roofing Limits of Use Installation Instructions Approved for use in HVHZ:Yes i FL17322 R4 II ATL14001.4A 2017 FBC Eval Report Atlas Approved for use outside HVHZ:Yes C UnderIayme.nts final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A i Created by Independent Third Party:Yes Other: See evaluation report for limits of use. !Evaluation Reports FL17322 R4 AE ATL14001.4A 2017 FBC Eval Report Atlas Underiayments final.pdf Created by Independent Third Party:Yes 17322.2 j Fabrat All Purpose High Temp 3 ASTM D 1970,SB5 modified,self-adhering underlayment with !Underlayment fiberglass mat reinforcement and a poly-fabric surface. Limits of Use Installation Instructions Approved for use in HVHZ:Yes ;:L17322 R4 II ATL14001.4B 2017 FBC Eval Report Atlas Approved for use outside HVHZ:Yes _.•brat Underlayment final.pdf I 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 R 17322 R4 AE ATL14001.413 2017 FBC Eva] Report Atlas Fabral Underlayment flnal.pdf Created by independent Third Party:Yes Contact Us::2601 Blair Stone Road Tallahassee Ft 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. right 2007-2013 State of Flurida.::Privacy Statement::Accessibility Statement::Refund statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October d,2012,licensees licensed under Chapter 455,FS,must provide the Department with an email address if they have one.The emalls provided may be used for official communicatlon with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: [WE-R. Credit Card Sate httas.11tvww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPQlkaGxFKuQ*/®3d°/®3d 2/, Certificate of Authorization No. 29824 CREEK 17570 Edinburgh Dr Tampa,FL33647 TECHNICAL SERVICES, LLC (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 www.atlasroofinq.corn Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Cade Sections: 1507.1.1, 1518A, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) ATL-033-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) ATL-068-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) ATL-068-02-01 ASTM D 4798 2011(2016) PRI Construction Materials Technologies(TST6049) 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) ATL-164-D2-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) SWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) WRMi-011-02-01 ASTM 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST6049) MSA-030-02-01 ASTM D 1970 2015a UL LLC(TST1740) 02-NK40952 ASTM D 1970 2015a UL LLC(TST1740) 02-NK40952 ASTM D 226 2009 UL LLC(TST1740) 02-NK40952 ASTM D 2626 2004(2012)E1 UL LLC(TST1740) 02-NK40952 ASTM D 4869 2016 UL LLC(TST1740) 02-NK40952 ASTM D 6380 2003(2013) ATL14001 AA 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 CREEK Roofing Underlayments TECF-NiCAL 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 II asphalt saturated organic felt underlayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type II asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #43 Base Sheet ASTM D 2626 asphalt saturated and coated, non-perforated, organic felt underlayment for use in the HVHZ and non-HVHZ. #90 Mineral Surface Roll ASTM D 6380, Class M asphalt-saturated organic roll roofing sheet for use in the Roofing HVHZ and non-HVHZ. Gorilla Guard@ EVERFELT 30 Asphalt-saturated organic felt underlayment reinforced with glass fiber that meets the performance requirements of ASTM D 226, Type I for use in the HVHZ and non-HVHZ. Slate/Tile Underlayment ASTM D 6380, Glass M asphalt-saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMasterQQ 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 installation. 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. WeatherMasterV 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. WeatherMaster0 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 far 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 CREEKRoofing Underlayments 'TECHNICAL SERVICES. Lf�� APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 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) WeatherMaster(& 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(D Flexible Ice and Water— maximum 30 days d) WeatherMaster@ Tile—maximum 90 days Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as follows (or as indicated in other current FBC product approval documents): a) WeatherMaster@ Pro-Grade Ice and Water or WeatherMaster@ Tile---ICP Adhesives Polyset AH-160 b) Slate/Tile 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: Metal Roof Composite or Wood Asphalt Panels and Photovoltaic Shingles and Slate Cray and Underla ment Shingles Shingles Shln les Shakes Shingles Concrete Tile #15 Specification Felt Y Y Y Y2 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@ EVERFEL T 30 Y Y Y Y2 Y N SiatelTileUndertayment Y, N N N It Y WeatherMaster@ Ice and Water Y Y Y N Y N 100 WeatherMaster(D Ice and Water Y Y Y N Y N 200 WeatherMasterg�Ice and Water Y Y Y N Y N 216 WeatherMaster(&Flexible Ice and Y Y Y N Y N Water WeatherMasterg Pro-Tirade Ice Y Y Y N Y N and Water WeatherMasterS Tile Y Y Y N Y Y Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only ATL14001AA 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. CREEKMililillillillill ATLAS ROOFING CORPORATION Roofing Underlayments 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 went S stem No.1 —WeatherMasterp Tile ont Roof Deck: Min. 15132-inch CCX 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 manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Products described within this report may be used as described in other current FBC product approval documents. 5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other current FBC product approval documents. 6) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. 2017-09.30 4�R , '�,1C•E• SF- iS��� No 74021 = --- 12:44:22 -04'001 STATE OF ,y�lJ: 0 . <v fi' < O Fi l p`:'•� �� Zachary R.Priest, P.E. �`�,S'S '°••••• •t.1��� Florida Registration No.74021 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technicat 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 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. Florida Building Code Online iF 6CI5 Home Log In User Registration Hat Topics Submit Surcharge Stats Ye Facts Publications F$C Staff SCiS Site Map Links Search Product Approval i , -!USER:Puafi,:User _auaeoS«arch>�alc ru ,:_. _._g >Application Detail FL FL16305-R6 Application Type Code Version Revision 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 lnco€lins@atiasroonng.com Authorized Signature Meldrin Collins mcoilins@atiasrooflng.com Technical Representative Address/Phone/Email Quality assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaivation 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, Pr#est 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 ,c C01 ATL130-10r) S oi7 - _ - _ - In Z- Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2015 ASTM D 3462 2010 ASTM D 71SS 2011 AS loo 1995 TAS 107 1995 Equ€va€ence of Product Standards Certified By Sections from the Code -p=-��:.:^.v.ioridabuilding_orglpr/pr app_dtl.aspx?param-wGEVXQwil.3quJBMigulf3NiTGPIQ8aJCJnk%2bsJZMHcThLBVedol,?h.cl:si, &. z,. ii1N12018 Roride Building Code Online Product Approval Method Method 1 option D Date Submitted 09130/2017 Date Validateb 10/03/2017 Date Pending FBC Approval 10/04/2017 Date Approved 12/12/2017 Summary of Products Model, plumber or Name ?Description - -- - -- .15305.1 _ Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions — Approved for use in HVHZ:Yes i FL 2S305 P,5 iT AT0 3002.0 20L FSC wval 2e c 5,ingl� Approved for use outside HVHZ:Yes fina,.p F impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: rvjA Created by Independent Third Party- Yes Other:See evaluation report for limits of usE I Evaluation Reports FL16305 R6 AE ,?TL13002,6 20- 7 FEC Eva[RE- �Ir�el.ci� Created by Independent Third Party:Yes is Contact us::2601 Blair Stone Read,Tallahassee FL 3Z 40 Phone:650-487-18211 Toe State of Florida is an AA/EEO employer gopyri ht 2007-2013 State of r"lorida.::Pr7va Statement::Accessibility Statement:,.Refund Statement Under Florida fast',email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do net send electronic mail to this entity.Ins€ead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to secdon 455.275(I),Florida Statutes,effecl-ive October 1,2612,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they nave one,The emaiis provided may be used for olficiai 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 pubpc To determine if you are a licensee under Chapter 455,F.S., please cSkk herz. Product Approval Accepts: Credi;Card Safe - ;;;r; ic@_abuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquJBMjgi_39j3NlTGPID8aJCJnk°/a2bsJZMHCThf Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TH 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,TX 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, thermally-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. Fro-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. ProLAMT" 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) 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 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLG 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,Class H fiberglass reinforced,laminated (Ardmore) architectural modified asphalt shingle with two,dashed, thermally-activated,self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) ATL-079-02-01 ASTM D 3161 2016 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-D1 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) ATLA 36-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATLA 37-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATLA 38-02-01 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 PRE 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 2010A PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-171-02-01 ASTM D 3462 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 201 DA 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 1996 PRI Construction Materials Technologies(TST5878) ATL-220-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-220-02-04 ASTM D 7158 2011 PR;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 ATL13002A 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TI=CHhttCAL.SERVICES. I-LC Entit 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 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(TST5873) 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. AT LAS ROOFING ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICGu, LLC INSTALLATION Legend Basic Wind Speed (Vut): Max. 194 mph 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. 15132 in. plywood existing construction. Deck(Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 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 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Nan-HVHZ): 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. 1 ~� ELM j i • - ___................... + • • tcc y f -z �I ►— a w---2 Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) t I't I�__............ ... ... ................I+ + ........... .... -...—_.... ---- -------- i2 i •.Ja"�+'^Is5 dT'C=L aLl s*Jd S"c" �f flI 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 imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein- CREEKATLAS ROOFING CORPORATION Asphalt shingles TECHNIGAL SERVICES, ILLC GlassMasterQ 30& Basic Wind Speed (Vust): Max. 194 mph Tough-Master@ 20 Basic Wind Speed (V.d): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min. 7116 in. QSB 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 5-inch 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 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. 36r.s _. � I Nails NON OWN NEW mom 1 " ■ --� A yJ� 7 4 Figure 3. GlassMaster@ 30&Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only) 36" Nails "M ONO NMN now VFW *MR NOR 12 A i 5 5/8 Figure 4. GiassMaster0 30 &Tough-Master®20 6 Nail Pattern ATL13002.6 FL 16305-iR6 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. ATLAS ROOFING CORPORATION CREEK9 Asphalt Shingles TECHNICAL SERVICES, LLC ProLAMTm Architectural Basic Wind Speed(Vuy): Max. 194 mph Basic Wind Speed (Vard): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min.7116 in.OSB existing construction. Underiayment: 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 (Nan-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. SIN LE Y4" YEALANT LNF PATTER77-1 T•' LE%GTH ON: 1" DFF TYP13173' I — _ -4 P .T_-__.- - — - 14,E i - Lt.l-NklltfaG AREA �M1 I Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) 4`.. ;I'•iGLE ii" SEAL_NT DNE PATTERN 1i LENG-H Or.: !" -OFF �- 4 TYP l — — �- — — _ — — --- -- — — — — — — — — - — on 14" T � Li�`hAlll`:G AREA 9 flEI lf� i Figure 6. Pro-LAMTN1 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES. L..I_Cd Pinnacles Pristine& Basic Wind Speed(Vot): Max. 194 mph StormMaster@ Shake Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15132 in, plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 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. DGURLE r_- SEALANT UNE PATrERN TOP: V LENGTH OW: 3 OFF BOTTOM: I. LENGTH ON: t" OFF is try VP 1' 3 i- - ---------- ----- ...........---------------------------'------.- - : - -- - _ ems-- — awes _ rm- f 4" 73 u7 II f` Figure 7. PinnacleQ Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) a2' seal 4,%T UNE PATTEP,k I -CP: 1 L_NICJH or!: Y QFF �0-04,: 1" LNru:H ON: C ors — _ �- — _GNP__ ._. ._ �- �- ._. rl 1 - iJ .. . .. ' LFJ" RlIJiJG AREA 77.. 2 3 5" ! Figure 8. Pinnacle®Pristine and StormMaster@ Shake 6 Nail Pattern A"FL13002.6 FL 16305-R6 Page 7 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. E ATLAS ROOFING CORPORATION CREKAsphalt Shingles TECHNICAL.SLRV1cE5. LLC StormMaster@ Slate Basic Wind Speed(V,,,t): Max. 194 mph Basic Wind Speed (Va,d): Max_ 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7116 in.0S13 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 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. Installation (Non-HVHZ): 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. 1" Li I Figure 9. StormMaster@ Slate 4 [Vail Pattern n 9° Figure 10. StormMaster@ Slate 6 Nail Pattern ATLI 3002.6 FL 16305-R6 Page 8 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 Asphalt Shingles TECHNICAL SERVICES. L l-C Pro-CutO Starter Strip Basic Wind Speed(V s,): Max. 194 mph Basic Wind Speed(Va,d): Max.156 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in, plywood existing construction_ Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.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 in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installation (Nan-HVHZ): Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. i gIa pion I2 ga.1-1(2"nng shank nAll Figure 11. Pro-Cut@ Starter Strip ATL13002.6 FL 1630E-R6 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLG 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 Pro-Cut®Hip&Ridge Basic Wind Speed (V „): Max.194 mph Basic Wind Speed(Vaad): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19f32 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. 15132 in. plywood or wood plank for new construction; Min.7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min-slope: 2.12 and in accordance with FBC requirements. Installation(HVHZ and Installed with 5-518 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. i i 12 ga.1-1J2"ring i shank nail 6" I 1} � i r I Figure 12. Pro-Cut®Hip & Ridge ATL13002.6 FL 16305-R6 Page 10 of t I This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CHEEK Technical Services, LLC of any produci changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL,SERVICES. 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 save 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P-E. have demonstrated compliance with the Florida Building Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ♦lllIIII)II� pC N 2017.0✓.3 No 74021 STATE ^-0T'V0' OF �'� S• O R ti•q.• ����� Zachary R. Priest,P.E. s;11OFlorid Registraton No.N A11 �l `'�. O 9ana ation No!ANE9641021 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 A7L13002.6 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.