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HomeMy WebLinkAboutBUILDING PERMIT ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 10/22/2018 Permit Number: a - 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: 385 Seahorse Terr. Legal Description: Tropical Isles UNIT J-18 Property Tax ID#: 3410-508-0274-000-8 Lot No. Site Plan Name: Block No. Project Name: Setbacks. Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove existing roofing down to deck. Renail deck. Install new underlayment and asphalt shingles. CONSTRUCTION INFORMATION: A Itlona wor to a )ertormed under ties permit—check all app y: QHVAC Gas Tank Gas Piping Shutters 11 windows/Doors Electric © Plumbing Sprinklers OGenerator Ri Roof f 12 Roof pitch Total Sq. Ft of Construction: 1653 S Ft. of First Floor: Cost of Construction: $ 6500.00 Utilities: Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Clifton sanbom Name: Larry Mcdonald Address:385 Seahorse Terr Company: Southeast General Contractors Group City: Ft Pierce State:FL Address: 10380 SW Village Center Dr.#232 Zip Code: 34982 Fax: e City: Port St Lucie State:FL Phone No.772-882-9078 Zip Code: 34987 Fax; 877-756-0007 E-Mail: Phone No. 877-407-3535 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 LAVA 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 AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls, signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. J' Signalure of Owner/Lessee/Contractor as Agent for Owner Signatu A of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF6IL­ COUNTY OF-- The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 22 day of october 20)8 by this 22 day of October 201iB by Larry Mcdonald Larry Mcdonald Name of person making statement Name of person making statement Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Produced Signatur Lary Public-State of .0.Y14 } IDALINEROORIGUEZVAZgl1 Signat o Notary Public-State of oNa }@y,IKRODRIGUEZVAZQUEZ } * MY COMMISSION#FF 2091 * * MY COMMISSION#FF 209129 Commission NO. #FF209 29 NA al} EX PIRES:May 16,201 Commission No. UFF209129 �r SeiMPIRES:May 16,2019 r'xaFr�a`° kndedThn8udgetNGturvServl -0, BoededThiuBudgetN*iyWr a REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev,8/2/17 d �a u 5 CD do ar v m y � U) N v � t � •� O ,✓ .� r y G ::� W to o cw p o In o A 7 �O (� to M y U s c 3 u W FILE # 4493105 OR BOOK 4194 PAGE 371 , Recorded 10/19/2018 04 :57:02 PM -b27y-00D-$ it©T7Chr,OF CUA11►tEI►ICEI<iETYT STATI2 OF + COUNfY Ti IE UNDERSi NED hereby gives notice that improvement will be made to ceriain real property.and in accordance with Chapter 713,Florida Statutes* the following information is provided in this Notice of CommenccmcnL I. .rariplion afpncipetty:l7 description of property,add adtdress ifavailable) !�� 'o •e..-- - d V 2. Oencral description of improvement; 3. Owner information: a. Natne eM address: t- awl' btu l L4 b. Phone mmdber. ,1 td 61-D—1'9 c. Name and sddross of fee simple titleholder(if other Iran owner): 4. Contractor. a Name and address: r r b. Phone number S. Surety: a Name and address b. Amount of bond$ c. Phone number. _ 6. Lender, a_ Name and address: b. Phone number. 7. Persons with the State of Florida designated by Owner upon whom r&dccs or ttiher doffs may be sewed as provided by Section 713.t3(l)(a)7, Florida Statutes: a. Natoe and address: b. Pbom number: 8. In addition to himselG Owner designates the following person(s)to receive a copy ofthe Lieror's Notice as provided in section 713.13(1)ft Florida Statutes: a_ Name and address: R b. Phooe number. 9. Expiration date ofnotice of commendrrrrenl(the expiration daft:is one(1)year from the date of recording unless a different date is specified) WAR.'NING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IWROPIR PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NCMCE OF COit+tMEWEMENT MUST BE RECORDED AND POSTED ON 77iE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FtNANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WO R REC 1NO YOUR NOTICE OF COKAENCEMENT. SI��r or S AuthatindOtYiocrA)irwor4),a r1ed14tmaZa $ifflcc The flow ng L was acicnnwledged before me this ' day of pCf p` by o tear,trustee.attort►e]r in fad)F� {crane ofpersat) (�O f bchaifofwhom ant was cx Of cze x red), FRANCINE CRAVEN SiffwumofNotaryPublie—Statcomorida •-MY COMMJW10N a G0077443 Print,type,or stampcornrnissioned none ofNotary Public EXPIRES Fepruary 27.2421 'Personally Known OR ced ldeWfjcation Type of ideinifie lion Verifimtimt ZggM to Section 92-.25_Florida Statwca Under penalties of perjury,I declare that 1 have read the Rtregoi T,and that the facts stated in it are tree to the best of my knowledge and belief. Signatdue of natural persort sipmg above Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification SiteAddress: 385 SEAHORSE TER Parcel ID: 3410-508-0274-000-8 Account#: 172796 Map ID: 34/10N Use Type: 0005 Zoning PUD City/County: Saint Lucie County Ownership Tropical Isles Co-op Inc 281 Tropical Isles Cir qq Fort Pierce,FL 34982 s Legal Description TROPICAL 18LE$(OR2786-2163)UNIT 7-18 . . Current Values JustA4arket Value: $25,000 Assessed Value: $15,972 Exemptions: $0 Taxable Value: $15,972 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel:Download PDF Q Total Areas F inished/Under Air(SF): 0 Gross Area(SF): 0 Land Size(acres): 0.13 Laud Size(SF): 5,662.8 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. AGREEMENT SOUTHEASTGENERAL CONTRACTORS GROUP. LLC Project Name:Sanborn Roof 10380 SW Village Center Dr-232 Port St.Lucie,FI 34987 Customer Name:Clifton Sanborn Phone#-8774073535 Address:385 seahorse terrace fort pierce FL 34982 Contact-Project Manager Date: 1 011 612 01 8 Email-Imcdoriald@southeastcontracting.com 0-( .. e. .1,. n Name: Atlas Pinnacle Pristine Shi Shingle 1-1/4"Coil Nails(6-Nails Per Shingle) Fasteners: Starter Shingles: Atlas Pro-Cut Starter Strip Remove& Dispose 3-Tab Shingles Atlas Pinnacle Pristine Shingles Atlas Pro-Cut Starter Strip Atlas Pro-Cut Hip&Ridge Shingles Re--nail roof decking to FSC code 1/2"CDX(4'x8' Sheet)2 included Free add'I 80/each Atlas Summit 60 Synthetic Underlayment 1-1/4"Coil Nails(6-Nails Per Shingle) Closed Valley Shingle Over Ridge Vent Omniroll 2" lead boot Rake Edge 6"Galt' Eave Edge 6"gaiv(Color:White) Delivery Fee Disposal Fees(20-30sq) Neighbor Contract Cost: L5,8TI.77 Terms and Conditions. Deposit Schedule: 20% down/60% due after dry-in, before materials are delivered/20% due upon completion. i ,J CustamerSignatu ©at I A TERMS OF AGREEMENT 1_ Change Orders, contractor may accept a "change order"to the plans, specifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall be in writing and signed by the Owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the work called for in such "change order" or upon execution of the change order as required by the contractor. 2. The Owner is responsible for removing personal items, plants, vehicles, etc. from the work area. 3. Existing gutters will be removed or detached to allow for the installation of the new roofing system. Contractor will attempt to save the gutters however in the event they are damaged the Owner accepts full responsibility for said gutters. 4. The Owner is responsible for the removal and re-installation of any satellite dishes. The satellite dish may need to be re-calibrated at Owners expense) 5.Customer authorizes the contractor and the material supply companies access to the property_ Customer accepts full responsibility for any unforeseen damage to the walks, driveway, septic tank and drain field, landscaping etc. to the property. 6. Due to the rising cost in labor and materials the Owner agree to allow the Contractor to submit for additional claims coverage to the Insurance Company. Any additional funds received by the Owner will be released to the Contractor. 7. Labor Warranty 5 year on workmanship. Material Warranty Lifetime limited warranty. Southeast General Contractors Group, Inc shall not be held responsible for damage caused by hurricanes, tropical storms,tornadoes,earthquakes,fires,floods or,other causes beyond the reasonable control of the Contractor. Contractor cannot be held responsible for interior damages.Southeast General Contractors Group, Inc will not warranty the work if payment is not received within 5 business days after completion. 8. Same as Cash (SAC)Financing (3,6,12,18,24 months) options will require an additional upfront fee. Standard (1-12) years financing is offered with no upfront fees. All financing is contingent upon credit approval. Standard Home Improvement financing offered from 9.99% APR for A and A+ credit rating. Southeast General Contractors Group Inc partners with EnerBank Improvement loans. Additional Lenders may have other requirements. 9_ In the event there is a Home Owners Association, the Home Owner is responsible for notifying the Contractor and assumes responsibility to get approvals the Home Owners Association. The Contractor will provide samples if requested by the Home Owner. 10. Quoted price is a cash price which includes all rebates and discounts, an additional 3.5% convenience fee will be added to payments made by credit card. 11. Entire Agreement-This Contract, from the time it shall take effect, shall supersede any and all prior Agreements whether claimed to be oral or in writing. The parties have incorporated in this Contract their entire understanding. No oral statement or prior written matter extrinsic to this Contract shall have any force or effect. 15.1 ft 13.3ft Ptak flak _ cn ttl ti 15.1 ft 13.3ft Rak Rak Certificate of Authorization No. 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,CN EDITION(2017) Manufacturer: ATLAS ROOFING CORPORATION Issued September 30, 2017 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 vAAAy.atlasroofino.com Manufacturing Locations: Hebei, China Quality Assurance: Intertek Testing Services NA Inc.(QUA1673) SCOPE Category: Roofing Subcategory: Underiayments Code Sections: 1507.1.1 Properties: Physical properties REFERENCES Entity Report No. Standard Year Intertek Testing Services NA,Inc.(EVL11327) CCRR-1038 AC 188 2012 Intertek Testing Services NA,Inc.(EVL11327) CCRR-1038 ASTM D 226 2009 Intertek Testing Services NA Ltd.(TST1509) 141128020SHJ-BP-1 AC 188 2012 PRODUCT DESCRIPTION Summit 30 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226, Type I and Type II roofing underlayments. The roll is available in 48-inch wide x 150-ft long format and weighs approximately 20 lbs. Summit 60 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226, Type I and Type 11 roofing underlayments. The roll is available in 48-inch wide x 150-ft long format and weighs approximately 23 lbs. Summit 180 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226, Type I and Type 11 roofing underlayments_ The roll is available in 48-inch wide x 150-ft long format and weighs approximately 30 lbs. Summit 190 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226, Type I and Type 11 roofing underlayments. The roll is available in 48-inch wide x 150-ft long format and weighs approximately 38 lbs. ATL16001.1 FL21360-Ri Page 1 of 3 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 CREEKSummit Underlayments TECHNICAL....SERVICES, i.LC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8"gap at abutting joints. Attachment method: Underlayment shall be attached in accordance with the FBC and manufacturer's installation instructions. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All side laps shall be installed to shed water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. Minimum application temperature shall be 50'F. Allowable roof coverings: Mechanically fastened roof coverings as prescribed in FBC Table 1507.1.1 shall be permitted. LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within the scope of this evaluation. 4) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 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) Roof slope limitations shall be in accordance with FBC requirements. 7) Contact the manufacturer when installing at temperatures below the minimum application temperature. 8) The underlayment may be used as described in other current FBC product approval documents. 9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ATL16001,1 FL21350-RI Page 2 of 3 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 R40FING CORPORATION CREEKSummit Underlayments TECHNICAL.SERV10Es, LLC 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 J EN No 74021 r f 12:51 :10 —04'00' :�' STATE OF :��+` 0'n;•'�4 a R 4 Q P.•�Z`: Zachary R. Priest, P.E. C?�. Florida Registration No.74421 fVA` ��� Organization No.ANE9641 111111011 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 Witt 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 ATL16001.1 FL21350-R1 Page 3 of 3 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 dais not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. 61612018 Florida Building Code Online �l SCiS Home Log in user Registration ' Hot Topics Submit Surcharge Stats Fans Pubitcatlons F$C Stag i3CP5 Site hlap Links search Product Approval USER!Public User >- _gcic -r>Application Detail FL 4 Application Type FL163©5-R6 Cade.Version Revision 2D17 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite Boo Atlanta,GA 30328 (770) 946-4571 mcoilins@a atlasroorrng.cam Authorized Signature Meidrin Collins mcoIlins@atlasroofino.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/'Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida PrOfe55i0nal 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 1.2/31/2020 Validated By Locke Bowden RE. Validation Checklist-Hardcopy Received Certificate of Independence - - - C .C_ t1717 FSC Eval Rep r__ jng Referenced Standard and Year(of Standard) Sta dard �`— Year ASTM D 3161 2D1 ASTM D 3462 2016 ASTM D 7158 2011 TAS 1D0 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code ".?:oridabuilding.org!prtfpr_app dtl.aspx?Param=wGEVXQwtDquJBMigUli3NiTGP1D82JC.Jnk%2bsJ2MHrThI RVO-0/ 616i2078 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/30/2017 Date Validated 10/0312017 Date Pending FBC Approval 10/04/2017 Elate Approved 12/12/2017 summary of Products FL 4 i Model,Number or Name Description 15345.1 _ Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use In HVHZ:Yes i rL I �,05 RE 71 a:Ti_1--002.6 20 ; =3C wv-al Approved for use outside HVHZ:Yes ! inaLp;�r impact Resistant: N/A I Verified By: Zachary R. Priest 74021 Design Pressure: N/A i Created by Independent Third Party:Yes Others See evaluation report for limits of use Evaluation Reports FLs_6�05 Rb AE ATL13®C12.5 2017 FBC-Eval ecLr Sl,i. l r Created by Independent Third Parry:Yes Contact t)s::2501 Blair Stone Road,Tallahassee rt.32399 Phone:8500-487-182-4 7ne State of Florida i5 an e.AJESO employer.[yop-y ht 2007-2013 State of r7orid�.::Pri___vacy Stat___MPnt.:AccesSitiili[y Statement;:Re(vnd Statement tinder Morida Jaw,email adresse->are public retards.if you do not want your a-mail address released In response to a public-records request,do nor send electronic maii to ttls entity.Instead,contact the oFce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Fiorida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the department with an email address if they have ono The emails provided may be used for official communicatiun 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[tick here. Product ApprovalAccepts! Jan Credit Card safe -,,. ....,,.=eridcnLilding.l7rgrprlpr app dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N1TGPID8aJCJnkol Certificate of Authorization No. 29824 CREEK 27520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T"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. GlassMasterO30 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-Master020 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. ATI-13002.E FL 16305-R6 Page I 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 dues 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 StormMasterg 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-133-02-01 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 201 DA 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 201 DA 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-1 B4-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-187-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) ATL-220-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) ATL-220-02-03 ASTM D 3161 2016 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 201 DA 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 PRE 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. ATLAS ROOFING CORPORATION SCREEK Asphalt Shingles TECHNICAL SERVICES. LLC 9fl-ttlY 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 201 OA 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(TST5878) ATL-225-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2011 ATL13002.6 FL 16305-R6 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVEC S. L.L.0 INSTALLATION Legend Basic Wind Speed(V it): Max. 194 mph Basic Wind Speed (V,,,): 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 ruin. 15f32 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 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. 3 f1! i �:Z'1awziii JSEr lr `.- - ...._.._ _F._. -aAYS mcvl nli j 1 T2" -------- --- - i✓ _ =._... ----------------- �' Figure 1. Legend 4 Nail Pattern (Nan-HVHZ only) _ I � 1f 4ttklE,Tdw''!i � Ir i r� ' -1`/e"«:car,srr..l•u a:m f 13 _ Figure 2. Legend 6 Nail Pattern ATL1300M 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- ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SE'.R'sv10Es. LLC GlassMaster@)30& Basic Wind Speed (Vuet): 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. 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. I - i[s 12" „ A Figure 3. GlassMaster®30 &Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only) Nails 12H i s Figure 4. GlassMaster@ 30&Tough-Master(R)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 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. LL Prol-AMTN1 Architectural Basic Wind Speed (V„It): Max. 194 mph Basic Wind Speed (Vag): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19f32 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. C 42" sr;;3_E: ;," �EALAHT a IE RATTET LEr.-�Tr+ M I- OFF 11°Y — ------------ - ------- - -------------------------------------------------- ------------------------- - -I 5. _ _ _ _ _ d _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — ��— 1 Q.ao —TIJ,NAILIIU AREA ' .. .. .. , E Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) 42" SivGLE Y<" SEAV..Ns UNE PATTERN I- LENGTH ON: V DOFF 4 TVP _- _- __- - - _ �_ — _ _ _ _ _ — — _ e _. L}1-NAILJNU AREA 7n S IJr S Figure 6. Pro-LAMTMf 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. 1L.1_C Pinnacle@ Pristine 8F Basic Wind Speed (Vint): Max. 194 mph StormMaster@ Shake Basic Wind Speed (Vad): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min. 7116 in.OSB existing construction. Undertayment: 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. DOUBLE%s" SEAL-4NT LINE TOP: I" LENGTH ON: 3" OFF 00.OV: " LENGTH ON: 1- OF` l 731.3' " 7YP 3 III Figure 7. Pinnacle@ Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) ANT LINE PATTERN __�GTH OP!: 3 OFF t" LENGTH OW a" OFF 4 4 :.-3,-t-tw----------------- {..-----------`------------------ ------------'--'------.-...---.._.---'---.....-------------------------------......---------'------------J,,� a 4" 71" 67� .. LI]-Nfi1uYG AREA ' 8 61e i Figure 8. Pinnacle@ Pristine and StormMaster®Shake 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION SCREEKAsphalt Shingles TECHNICAL SERVICES. LLC StormMaster®State Basic Wind Speed(V it): Max. 194 mph Basic Wind Speed(Va5,): 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. 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. 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 (Mon-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. Li I- 9" Figure 9. StormMaster®State 4 Nail Pattern 9" Figure 10.StormMaster®Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 rage 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. sm ATLAS ROOFING CORPORATION Asphalt Shingles 0 TECHNICAL SERVIGEs, LLC Pro-Cut®Starter Strip Basic Wind Speed(Veit): Max. 194 mph Basic Wind Speed(Vag): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed rein. 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. 15f32 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 in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installation (Non-HVHZ): Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. 3u" 1 --------------------------------------------- ------I. ptan / 12 ga-3-1l2'+ing shank nail �I Figure 11. Pro-Gut@ Starter Strip ATL13002.6 FL 16305-R6 Page 9 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 SERVICEse LLC Pro-Cut®Hip$Ridge Basic Wind Speed(V.1t): 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 woad 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.7116 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 5-5/8 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. 4 12 ga.1-1/2"ring I shank nail t 12" 6" Ll j i Figure 12. pro-Cut® Hip & Ridge ATL13002.6 FL 16305-R6 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 UmaATIoNs 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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �y11111fill,, �� rr "- No 74021 = � ---- 0 12:3 7:24 �:- STATE OF .: —04#001 '�t�(�`�,'• O R 1�.•' �`.`� Zachary R_ Priest, P.E. irrrslO�JAy Florida Registration No.74021 �ti 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.