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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: • Building ermi plication 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 PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 5500 St Lucie Blvd. Legal Description: Property Tax ID #: Lot No. Site Plan Name: Block No. Project Name: Van Dam- 10623035 Setbacks Front Back: Right Side: Left Side: DETALLED DESCRIPTION OF WORK: reroof 5 squares asphalt shingles CONSTRUCTION INFORMATION: Additional work to ff orme un ert ispermit—c ec a tatappy: F]HVAC Gas Tank Gas Piping ❑Shutters ❑Windows/Doors 11 Electric ❑ Plumbing Sprinklers E] Generator F-1 Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: $ 2331.00 Utilities:Sewer Septic Building Height: OWNER/LESS '/EE: CONTRACTOR: - Name M61(k VA it DAlyi Name: Raquel Swanner Address:5500 St Lucie Blvd. (�V114 C) 1 Company: The Home Dpeot City: Fort Pierce State:FL Address: 6500 NW 12TH Ave. Suite 110 Zip Code: 34946 Fax: City: Fort Lauderdale State: FL Phone No. Zip Code: 33309 Fax: E-Mail: Phone No, (754) 224- 2010 l 0 Fill in fee simple Title Holder on next page (if different E-Mail: f�l/1lJt I�n®ter{ �� K(�� from the Owner listed above) State or County License: CCC1331113 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CO STRUCTIOTU LIEN`LA1111:( FORMATION:` 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: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing consult with len er oan attorney before cnenc work o {rcirdi ur Notice of Comxn°encemen, , r r � Signatur © erMt/Lessee Sig "a ure of Contractor/License Holder STf OF° LORIDA STATE OF FLORIDA COUNTY OF COUNTY OF Lac` The forgoing instrument was acknowledged before The forgoing instrument was acknowledged before me me this '�-day of J�,� 20 Eby this 2 ay of J�� ,20_1 by 4 (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification ProducarL of Identification Produced rl a20�'y eB�. TIMOTHY R.O'MALLEY Commission No. (COMMISSION#GG 1171 ;t✓o mission No. o:....as�o , EXPIRES:August 7,2021 TIMOTHY R.0 MALLEY a ® MY COMMISSION#GG 'o•FpF FLOo° 1prwditers ocn. =9T XPIRES:August 7,2021 Bonded Thru Notary Public Underwriters Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE CO M P LETE INITIALS /0t-2 IMG_2845.jpg Page 1 of 1 i� g Mali Lien Satisfaction tai Dept of High Way Safoty and MatotVahictes,Nall Kirtanan Sultding,Tallahassee,FL 32UP-111504 Tit 98583 6939 B## 2824966 Identification Number Year MAKe Body WT-L-BHP Vessel Regis No. Tale Number s 1 kit CE1OCFL1014968274 1997 C11 ''IV 30 73306924III Regi tcied Owildr: Date of Is suo 0 9 f 21%2011 Lien Release interest in the riascnbad vehicle Is hereby r OIgs sEd PATRICIA A WX—VAM OR 14APA D VAN—DAMHY:-- 5500SAiNt LUCTE BLVD UNIT G17 Ttke __....._. ........... �_..:...:._ a FORT PIERCE ':FL 34946--9056 DataIMPORTANT INFORI�MTION 1 When ownership of the vehic!e described hetein is transferred,than seller MUS{'complete m full the Transfer of'title by Seller section€it the bohom of the crirticcrl of i tle, Mail TO: 2 Upon sale of this vehicle,the sellet mo,t complete PATRICIA VAS Dom! the notice of bass;can the reverse side of this farm. P500 TOT LUCIE 13LVD UNIT 17 3 Remove your il�enst,,piate trans tit vet irJe CDRT` PIERCEr IT, 3 996-9456 4. See the web address berrxvd for rnr�re lntarrvr tlor,card the appropriate forms required for the purchaser to tltie and.tr glstet the vehic'le,mobile home or ves.ref. i hkip:f/t ��J,)t v,staf€fl.uslfft nfliil!of htrni 1 ', f i .:.:. ��. i ,::w s z �» ^T t5 ._t. .,sW, };.Nf - s--r r,.--`"",l": ;w '' ,,;;r",._".,'t",.Y,"`...tyk ,�� � .;j,•r,,,;'..,9 i r ^�t i '!. ?t °b.,::{S,{• -.,E� ,i �,;.,,;. 4 >.. =.„' �Sx r5`:�y ;2 e. t"c 1y i�a':�*I"� j,:�} , R,n �:.. .r2SiRI -y.5 )r> `§§ A. f,,„ ,�i 4 p:t':) }..,�.,�g ., $ ,` >. 3n rf r.;,qj -a T'%<d *,.: { 1•�,:t qaA;s�-t,, i .;'fd .` .-ae'I S of .� P ..,.,. 3.��' �'u., i,' {k'.::, :.�3,. «: �d 3 a 4.st ,. ..� a 4 ,�s 3r: >,.�*,.,.a*, . � 3 rat ,.�z.,.. ttr.s8,`.x. 'b:Lil. It4 d FEaa " :,f :r "r,. :.'i' rro r;,xia ' zvr3� '�rr,�„: ,r a v";".., ` "F�a tdefrtzii nficrt 110illbar' Yesr t ski BrAy INT-i,el-tr Nil Tithe Nsrirnber .r s C 10C 1 C414968274 ;I997 OT P, 1717 4 t}i 73306924 Lten kvlea5o r r< nEetast:rf the de'irdner v h r{c,v har�by f s t 'raV t1olar tit ma;y 8ri3r d rieordsri t3raE,u ito i i U!vl f>rq,t!su l7ata E3v 's PRPrATr 12/09/2014 Title �( ,!Wpr eter Sty of Vrassel N arfluf aeruter m OH use Prop Data of ls;ue 1 )f , _r3l;��,y°2(},}.1 Bata Y i : EietStr turner z #' A, CI 'A;Vz�trriAM 0 —DAM 3 5500 ln lf.11vdit iivft twxS v GO �'Ct�T ly�TJ�CE;.ETx 3d946=9056. :ors ,:€ta }try St l e$t}l4$Itt T LlMSJ0j4Q'FMbTQtRll5TU VlGt:$ TAL AHA.w` t Lttinnrtt r .C"tlzArlit Nsarxat14 24 � 1 89,57-85 !� Tt�AtSFSFt Ui TI PL6 SY �LLPt iThts ssctinn must txearnrtieted ntthe t na r i salp} t, j-edarst aan ifar stela 1 spa tequrrn dot a sai3mr dote Uta snit a Parr3krunx'a sac,tUarag pose Ltd tote sa zl 6 corn eG{iut�vriih Ow its Isom Iwi t i�rn)itarm r r t<,o.�iaiin u fstseteterueat hint'sraull in#inms nntl nr imgrssnnmenc 7ttam bile t�s�truru,iReat di,ixe lied$iu n on}tiros virm.1 FY nat?`dt an the rags 4rlt e ckti3ticata and tics niotar vehicle or ossei itcest�bn l is h�teby tt�irlr s�i tt Sall t $xt faeft�f'i rr asirs x�Une 3nlrer t+$ust t r.1er i?t St ;wiles,,16st 13zntat SeUjfig Face., if4?"r�ate 9fir t shjsEJ$c r @ a unater nbv X e reads t_ ., �.. _ txntlss)ttWIM date TO Et d. _ W, �xstl j ttrte4ty o»xttfg•tsar to aixe hesi c;r xn knUsv!edg�site e dnnx�T�re ad o . 1 rctitotx t r U�u t11►�hc [ iz tF uN> seas t��tTs t a i tr.�>vrc i i trY;irs t1HC9t P t' P1 E TI d' UitY,1 t7 Ct Attu*HAT i MVE READ`i4$E FQREt�l7l�ttd pd�t tf�EH7 AND Tt1AT TtiE t'AGiB STAfi rN rT Ate TRUt. SELLER $tast t a 4�Li klt tut�t snit — 77 �aEtt fLere:,, �: T'I*M Itaie, 1'atart nett r y T. ters Cnhectul https:Hmail.google.colii/_/scs/snail-static%/js/k=glmail.main.en.NW_2aT3fiAO.Olm--pds,p... 1/22/2018 Property Card Page 1 of 1 Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:5500 ST LUCIE BLVD Parcel ID: 1430-331-0002-000-5 Sec/Town/Range:30/34S/40E Account#: 10200 Map ID: 14/30S Use Type:2800 Zoning:RVP Jurisdiction:Saint Lucie County Ownership Road Runner Travel Resort LLC 5500 Saint Lucie Blvd Fort Pierce,FL 34946 a. Legal Description 30 34 40 SW 1/4 OF SW 1/4-LESS ASTRIP OF LAND ON E BEING 331.2 ' FT ON N LI AND 333 FT ON S LI(OR 2947-659:3111-1969) Current Values III Bffli Just/Market Value: $4,134,800 Assessed Value: $3933189 Exemptions: $0 Taxable Value: $3,933,189 T®tal Areas Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel:Download PDF Finished/Under Air(SF): 9,968 Gross Area(SF): 17,545 Land Size(acres): 28.14 Land Size(SF): 1,225,722 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. http://www.pasle.org/RECard/ 1/19/2018 � 1 Horne Depot Contractor License Numbers: FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, OCC1331130 Salesperson Nape and Registration Number: Paul Stahl : R-1-128533-13-00348 Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined oil this form. Customer information: Mark Van Dam Miami 10623035 First Name Last Name Branch Name Lead# 5500 St Lucie blvd FORT PIERCE FL 34946 Customer.Address City State Zip (705) 749-7271 Home Phone# Work Phone# Cell Phone# mvandam54@yahoo.com Customer E-mail Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 6500 NW 12TH AVE SUITE 110 FT.LAUDERDALE FL 33309 Address City State Zip or Email CustomerCanceilationSouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MADE AVAILABLE FOR PICKUP BY HOME DEPOT OR PROFESSIONAL, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE CONTRACTOR GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CANCEL. Acknowledged by: X 01/16/2018 ` Customer's Signature Date Contract Price and Payment Schedule: Payment of the Contract Price is due upon completion unless a different payment schedule is specified in the State Supplement. 2331.24 Includes all applicable discounts, rebates, and , taxes. Contract Price $ Excludes finance charges.* 233.00 Minimum 10 %deposit$ Due Immediately t � Remaining balance $ 2098.24 Due upon completion Finance Charges *Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payment(s) made payable to The Home Depot. Insurance proceeds will V will not be used to pay some or all of the total amount of sale. Description of Work to be Performed: Installation of Roofing A more detailed description of the work to be performed is included in the section entitled Scope of Work which appears on page 3 of this Agreement. Anticipated Delivery Date/ Installation Schedule Approximate Start Date: 03/13/2018 Approximate Finish Date: 04/10/2018 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization: You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. By initialing this paragraph, I consent to receive only electronic records related to this transaction. Mvo Initial Acceptance and Authorization: By signing below, you authorize Home Depot to (a) arrange for Service Provider to perform Installation and/or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including the General Terms and Conditions and State Supplement, if any. You further acknowledge receiving'a complete copy of this Agreement. Kee it to protect your legal rights. X _1 01/16/2018 Customer's Signature Date X Co-Signer(if applicable) Date X � �7— 01/16/2018 Sales Consultant's Signature Date License number(s) held by or on behalf of the Home Depot: 2 FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 License numbers are subject to change in accordance with local or state government processes. For the most current listing of license numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/ licensenumbers. Scope of Work Job#: (internal Reference) Products: Spec Sheet(s)#: Project Amount Roofing Siding Windows Insulation 10623035 Gutters/Covers Entry Doors 10623035 $2331.24 Roofing Siding Windows Insulation Gutters/Covers Entry Doors $ Roofing Siding Windows insulation $ Gutters/Covers Entry Doors Roofing Siding Windows Insulation Gutters/Covers Entry Doors $ SubTotai $2331.24 Sales Tax $0.00 Total Contract $2331.24 Amount Warranty: The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in the following documents: HDE-524 Roofing Warranty Premium Warranty Name(s): 3 I r f . \ Roof.,ing SDI St Ofi �S Yr ccn -o3ksh ' 60 Iviiami Job#: 10623035 Branch#: Branch: r In fo LdS cgrrt0ft7latiol7 Customer Name: Mark Van Dam Job Address: 5500 St Lucie blvd Home Phone# (705)749-7271 Cell Phone#: Work Phone#: Email Address: mvandam54@yahoo.com Drop Location: Dumpster Location: Roofing 1 - Notes: ene tern Unit ofQty Desc'npt[on Measure Manufacture Warranty Co]or 1 Roofing#1 4- 2 13865 Glassmaster Atlas 10 year Silver White Square 4.33 3 6173 Rigid Ridge Vent Lin.Ft. 28.00 4 13742 Drip Edge White Piece 10.00 - Customer Care: 1-877-467-2581 or 1-B00-466-3337 The Home Depot-2455 Paces Ferry Road, N.W.Bldg.B-3,Atlanta,Georgia 30339 HDE CSC Spec Sheet(May.01,2017) Florida Building Code Online Page 1 of 2 iy BCIS Home Log In User Registration Hot Topics L Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map !, Links % Search Flo"icb Product Approval k USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 5r FL16305-R6 FL# 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 I Authorized Signature Meldrin Collins mcollinsOatlasroofing.com i� Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category oofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist- Hardcopy Received Certificate of Independence FL16305 R6 COI ATL13002 6 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTM D 7158 2011 TAS100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMj gU 1 j 3N 1 TG... 12/27/2017 ATechnica Certificate ofAuthorization No. 29824 CREEN 17520 Edinburgh Dr Tampa, FL 33647 l Services, L L C (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION(2017) Manufacturer: ATLAS ROOFING CORPORATION Issued September30, 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. '`- Glass Master&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. ProLAMTm 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 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 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. I ( C R E rE KATLAS ROOFING CORPORATION Asphalt 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 I i Enti 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 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) ATLA 72-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATLA 74-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATLA79-02-01 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) ATLA 87-02-01 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 TAS 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 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 Technical Services, LLC Enti 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 E 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(TST5878) ATL-225-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2011 ATL13002.6 FL 16305-R6 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 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. R' E E KATLAS ROOFING CORPORATION Asphalt Shingles Technica I Services, LLC INSTALLATION Legend Basic Wind Speed(Vuit): Max. 194 mph Basic Wind Speed(Vasa): 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. 7/16 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 (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. AWGHUENIT LOTo ONLY If 5'Et;NU) SEALANT ME 1TV001H �.q•.TY7'' / 1"AU R 1-11;TRAIU1j.11, SIDE C+rHEF1 �J! 4............._.._..__......_......__...... _ ..:;ri _ T`:'T`AL ALL R4011 TYP Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) 1 AJ_UCWE6r aLOTs - `OPTIONS—USE f7LY!F RI w47HEl:i 7,. j SEAllJJT LINE 1,3'41GTH r —{ T n / nus Er ON T"AIUNG SIDE i F SHEET' i 1 ::a'RAnIUS T✓.IGL ALL RADII.............___._......__ 4� f�-5 " l 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 Technica I Services, LLC GlassMaster0 30& Basic Wind Speed (Vuit): Max. 194 mph Tough-Master®20 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. 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. 7/16 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 (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. ....----- _.... ......._........ .............. ....... 5/8 Figure 3. GlassMaster®30 &Tough-Master®20 4 Nail Pattern (Non-HVHZ only) Nails No Now MM 1 ® um. v am / 'b — 1 " 12 Figure 4. GlassMaster0 30 &Tough-Master®20 6 Nail Pattern -ATL13002.6 FL 16305-R6 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles Technical Services, LLC Prol-AMTm Architectural Basic Wind Speed(V,It): Max, 194 mph 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. 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. 7/16 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. 4 2" SINGLE ," SEALANT LINE PATTERN 1" LENGTH ON: 1" OFF 131;3" 4 TyP 1, ,tAlu c AREA i .... .... i i I ! ... i j I Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) 42" { SINGLE Y4" SEALANT LI':VE PATTERN 1 LENGTH ON: 1 OFF 81 TYP ... .....__......_. ....._..................._..._..__....._....._........._.........................................._......_...... ...... ...... ...... .......I..'.......... i..._....._ ..........f.... ...... ...... ...... ..__ ..._ ...... ...... ..... _..._ ...... ...... ..__ ...._ ,4" L1.�" AILIiJ AREA67" 1 i s 6" 1 1 f i Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 Technical Services, LLC Pinnacle®Pristine & Basic Wind Speed(VUIt): Max. 194 mph StormMaster@ Shake Basic Wind Speed(Vasa): 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. 7/16 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. 4`" DOUBLE%" SEALANT LINE PATTERN, TOP: 1" LENGTH ON: 3' OFF BOTTOM: 1" LENGTH ON: 1" OFF 131l3" � 4., T YP 1"T 3 ..._.. �.._...%......-_..._._......._........ am- am ..•( I•( LI NAWNG AREA I ff I 7Z„ �8., ' Figure 7. Pinnacle®Pristine and StormMaster®Shake 4 Nail Pattern (Non-HVHZ only) 4i DOUBLE V' SEALANT LINE PATTERN TOP: 1" LENGTH ON: 3' OFF SOTTt?M: I" LENGTH ON: I" OFF ' - TYP 1" Gm.... ...... ..... iam_. ...... ..... Liz'NAIINJG AREP .. 7 5 I I I 6„ l 1 l � i Figure 8. Pinnacle®Pristine and StormMaster0 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 does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. I ATLAS ROOFING CORPORATION CREEKAsphalt Shingles Technical Services, LLC i i StormMaster®Slate Basic Wind Speed(Vuit): Max. 194 mph 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. 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. 7/16 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 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. Ljn Figure 9.StormMaster®Slate 4 Nail Pattern *WWI 9" Figure 10. StormMaster®Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 8 of 11 This evaluation report is provided for State of Florida product 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, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 20% 17.0 9.3 � E N A` `'gym ® No 74021 12:3 7:24 J� � � . �_ Oq{leny v9rve1 M2murl0.Peleal 04 U0 �53 STATE OF "44/ S'!•`< O R 1 p P N�e`� Zachary R. Priest, P.E. ••...... sr�NA,' `,�, RegistrationFlorida 21 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL13002.6 FL 16305-R6 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.