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Home My WebLink AboutProduct ApprovalMichelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Site Address: Parcel ID: Account#: Map ID: Use Type: Zoning: City/County: ownership James F Dom Carol. M Dorn Deborah L Dom 7920 Black Tera Dr Port Saint Lucie, FL 34952 Property Identification 7920 Black Tern DR 3424-701-0031-000-9 152154 34124N 0200 Legal Description EAGLE'S RETREAT AT SAVANNA CLUB (PB 42-24) BLX 54 LOT 15(OR 3218-594) Current Values Just/Market Value: $96,400 Assessed Value: $84,255 Exemptions: $50,000 Taxable Value: $34,255 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF p Saint Lucie County 40 Total Areas Finished/UnderAir (SF): 1,786 Gross Area (SF): 3,430 Land Size (acres): 0.15 Land Size (SF): 6,534 This information is believed to be correct at this time but it is subject to change and is not warranted. Q Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. 3121 Skyway Circle Suite F Office: (877)407-3335 Ex Melbourne FL 32934 Fax: (877) 756-0007 CONTRACT wwwsoutheastcontracting.com 5ootheasCGC060247 • CCC1330002 Contractors Groop,lnc. OPOW SUBMITTED TO: Date: T — Yr /? Job Name: Customer _ .,J 1 M R,-_ _ Job Location: �_�GAc,�C �7'c ,. }% WSJ' (a 3 Phone: 772 _ ! b $ C/ Email: JOB DESCRIPTION: Remove existing roofln and install new asphalt shingles Shingle Color: � �/0 _ x Drip Edge Color: ./ X ATLAS PRISTINE PINNICLE: T • Provide roofing permit • Provide trash removal to a legal off-site facility • Remove existing roofing dove to the wood deck • Replace all bad decking (sheets included additional sheets billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) • Install ATLAS Summit 60 underlayment r • Install all new valley metal 16" 26ga set in plastic roofing cement. (If required) • Install new drip edge 3"x 3" aluminum • Install new Low Profile Ridge Vent/Cobra Ridge Vent x • Install new exhaust vents (Galvanized) and lead boots • Install ATLAS PINNACLE STARTER SHINGLE • Install ATLAS PINNACLE PRISTINE PRO -CUT • Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD SHINGLE $ ADDITIONAL ITEMS: `t- fwnA C19 ,s /_2-_"__ ' 7./ Z? • Install ATLAS Weather Master SA underlayment in valleys and eaves � $ IAC ' Ij z c56LM7 c;,e 1114 , • Install ATLAS Weather Master SA underlayment on entire deck $ (Recommended) Qualifies as a Secondary Water Resistance (SWR): SWR (also called Sealed Roof heck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to the sheathing or foam adhesive SWR barrier (not foamed -on insulation) applied as a supplemental means to protect the dwelling from water intrusion in the event of roof covering loss. • Install Atlas Gorilla Guard 30 Engineered Felt on entire deck $_ FLAT ROOF: • Provide roofing permit • Provide trash removal to a legal off-si facility • Remove existing roofing down to the wood deck • Replace all bad decking ( sheets included additional sheets billed at $80.00 each) • lie -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) ; Notes: — • Install CERTAINTEED ALL WEATHER EMPIRE BASE/PLY • Install CERTAINTEED FLINTLASTIC-GTA CAP SHEET • Install new primed drip edge 3: x 3" aluminum with Matrix - 201 Premium SBS Flashing Cement • Install new metal 16" - 26ga set in Matrix" 201 Premium SBS Flashing Cement at sloop roof tie-in - - - r � � .p vii•+ � -_ WIND MITIGATION: • Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of0 �✓G'-/ "' NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ................................................ Cost $80.00 per sheet labor and material Metal ascia trim Fascia: ........................................................... Cost $18.801/f labor and material Metal roof structures Second layer removal: ................................ Cost $28.00 per square Satellite dish removal or replacement Chimney flashing: ...................................... Cost $225.00 plus stucco if required at $37.50 per s/f Screens and screen enclosures Flashing, step, counter or base: ............... - Cost $17.251/f labor and material Solar heater removal or replacement Gutter removal: ......... ................................. Cost $ .50 Skylights Rafter tail repairs- ........ Cost .$120.00 each ............... Truss repair Skylight replacement and flashing:.......... Cost $475.00 each Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS Change Orders, contractor may accept a "change order" to the pplans, specifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall be in writing, and signed b the Owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the work called for in such changge order or upon execution of the change order as required by the contractor. Southeast General Contractors Group, Inc. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. Labor Warranty/5 year on workmanship. Material Warranty 30 -year limited warranty. Same a Cash (SAC) Financing (3, 6, 12, 18, 24 months) options will require an additional upfront fee. Standard (1-12) years financing is offered with no xgmi�� financing is contingent uping offered from 4.9w APR for A and A+ credit t General Contractors Growill be removed or detacheSourtheast General Contractors Group, Inc. will the gutters but in the event they are damaaged the Owner accepts full responsibility for said gutters. q/.1 t Satellite dish removal or _ acerinGliii mne a :............... .._.... cost ? plats co �requ �d at 3�.541 per slf Screens and screen enclosures Flashing, step, counter or base .................. Cost 517.25 Iff labor and material Solar heater removal or replacement Clutter removal: ....................... .............. Cost $ .50 Skylights """ Rafter tail repairs: ................................ ...... Cost 5120.00 each Truss repair Skylight replacement and flashing: .......... Cost $475.00 each Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS Change Orders, contractor may accept a "change ander" to the pplans, specifications or equipment. In addition, the total price increased or decreased to reflect the chan e, and the same shall be in writing and signed b the Owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the work called for in such chan e order or upon execution of the change order as required by the contractor. Southeast General Contractors Group, Inc. is responsibre for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. Labor Warranty/5 year on workmanship. Material Warranty 30 -year limited warranty. Same a Cash (SAC) Financing (3, 6, 12,18, 24 months) options will require an additional upfront fee. Standard (1-12) yyears financingis offered with no upfront fees. All financingg is contingent upon credit approval. Standard Home Impravernent financing offered from 9.99% APR for A and A+ credit "at►ng, Southeast GenexalContractors Group Inc. partners with Enerl3ank Improvement Ioans. Existing gutters will be removed ar detached to allow for the installation of the new roofing system. Sourtheast General Contractors Group, Inc. will attempt to save the gutters but in the event they are damaaged the Owner accepts full responsibility for said gutters. We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sura of: $ �J4) 00— Schedule of Values: Deposit: Is due upon executing this contract. $ Draw #1: Is due when the roof is dried -in, before shingles are delivered. $ r� Draw #2: Is due upon the final inspection. All material is guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices, Any alteration or deviation�raria above specifications involving extra cost, will be executed only upon written orders, and will become an extra charge over and above the estimate. alteration All agreements are contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within 1 a days and is void thereafter at the option of the undersigned. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You ire authorized to do the work as specified. Payment will be made as outlined above. AUTHORIZED g' ACCEPTED Signature: 717 Date: Si � g Date South st eneral Contractors Group, Inc. Signature: Date EAGLEVIEWO Premium Report 4,27,2ozs PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 r W F9 e 3 3 —, 3 > E W s W Note; This diagram contains labeled pitches for facet areas larger than 20.0 square feet. in some cases itch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches, x12008-2018 Eagle View Txhnologies, lnc. and Pictometry International Corp. — All Rights Reserved — Protected by Europeon Patent Applicatiun No. 10162199.3 — Covered by one or mare of I.S. Patent Nos. 8,078,436; 8,195,57&; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737, 3,670,961; 9,514,563: 8,81B,770; 8,542,884; 9,244,589; 9,329,749; 9,599,466. ether Patents Pending, PAGE 5 r�,o EAGLEVIEW 0 AREA DIAGRAM Total Area = 3,513 sq ft, with 8 facets. +696 302 311 1000 737 305 81 Bo Premium Report 4/27/2018 Note: This diagram shows the square feet of each roof facet (rounded to the nearest Foot). The total area in square feet, at thet o. of this page, is based on the non -rounded values of each roof facet (rounded to the nearest square foot after being totaled). iD 2098-2018 Eagle View Technologies, Inc. and Pictometry International Corp. - All Rights Reserved - Protected by European Patent Application Nu- 18162199.3 - Covered by one or mare of U.S. Patent Nos. 8,978,436; 8,145,578; 8,170,844; 6,299,152; 8,515,125; 8,825,959; 9,135,737; 6,679,961; 9,514,568; 8,618,770; 8,542,888; 9,294,589; 9,329,749; 9,599;466. Other Patens Pending, PAGE 6 1;2f�EAGLEVIEW NOTES DIAGRAM Roof facets are labeled from smallest to largest (A to Z) for easy reference. C M E F Note: This diagram also appears in the Property Owner Report. s A Premium Report 4/27/2018 E N s w 3 2008-2018 Eagle Vlew'Wc nolcgies, Inc. and P:ctcme" International Corp. -- Al Rights Reserved — protected by Europa n Patent Application No, 10162199.3 — Covered by one or more of U.S. Patent Nos, 8,078,436; 8,145,578; 8, I70,840; 6,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,548; 8,818,770; 8,532,880; 9,244,589; 9,329,749; 9,594,466. Other Patents Pending, PAGE 7 ECHNRCAL SERVICES, L IC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 vwnv_atlasroofina.com Quality Assurance: SCOPE UL LLC (QUA9525) Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL33647 (813) 480-3421 FLORIDA BUILDING CODE, EP EDITION (2017) Category: Roofing Subcategory: Underlayrnents Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES issued September 30, 2097 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 -16442-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) SWR -533-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) SWR -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) ATL14001.4A FL17322-R4 Page 1 of 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 Roofing Underlayments TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION #15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #30 Organic Saturated Felt ASTM D 4869, Type 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. SlatelTile Underlayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMaster0 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. WeatherMaster@) Ice and ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a Water 216 fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMastet(D Flexible ice ASTM D 1970 SBS modified, self -adhering underlayment with plastic film surface and Water for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMaster® Pro -Grade ASTM D 1970 SBS modified, self -adhering underlayment with a fiberglass mat Ice and Water reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. WeatherMaster&Tile TAS 103 SBS modified, self -adhering underlayment with a fiberglass mat reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release film, which is removed during installation. ATL14001.4A FL17322-R4 Page 2 of 4 This evaluation report is provided for State of 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 specificaliy addressed herein. CREEK TECHNICAL. St=RVICES, LLC ATLAS ROOFING CORPORATION Roofing Underlayments APPLICATION METHOD Fnstahation 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) WeatherMastera Ice and Water 100, WeatherMaster® Ice and Water 200, and WeatherMaster® Ice and Water 216 — maximum 30 days c) WeatherMasterO Pro -Grade Ice and Water and WeatherMaster0 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(R Tile — ICP Adhesives Polyset AH -160 b) S€atefTile Underlayment or #90 Mineral Surface Rall Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TlleBond, or ICP Adhesives Polyset AH -160 Allowable Roof Coverings: Underlymeat #15 Specification Felt Asphalt Shingles Y Metal Roof Panels and Shingles Y Composite or Photovoltaic Shin les Y Wood Shingles and Shakes Yz Slate Shingles Y Clay and Concrete Tile N #30 Organic Saturated Felt Y Y Y Y Y N #30 Specification Felt Y Y Y Y Y y 943 Base Sheet Y N Y Y #90 Mineral Surface Roll Roofing N N N Y Gorilla Guards EVERFELT 30 aN Y y2 Y N Slaternle underlayment Weather141asterC3lceond Water N N NY 100 2WeatherMastei Ice and Water 0 2116 herMasterQ Ice and Water WeatherMaster(@ Flexible Ice and Water WeatherMastera Pro -Grade Ice Y Y Y Y Y Y Y Y Y Y N N N N Y Y Y Y N N N N and Water Y Y Y N Y N WeatherMaster0 Tile Notes: 1) Open valley applications Y per 1507.2.9.2 Y Y N Y Y 2) Wood shingles only ATL14001.4A FL17322-R4 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Roofing Undertayments 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 System No.1 -- WeatherMaster0 Tile onl Roof Deck: Min. 15/32 -inch CDX 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 61G20-3. 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. ,,{�ti1111tii�� R. p++++ r No 74021 p STATE OF 41-1 Z +"I t i i l l l l't" CERTIFICATION OF INDEPENDENCE 2017.09.30 12:44:22 aa}v,.'s-a ML'J�iry rz. Prwf Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evacuation. 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. Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, 1133647 TECHNICAL SERVICES, LLQ (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE WH EDITION (2{ 17) 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. 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-CutO 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 wfScotchgard 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. ICREEK ATLAS 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 Entity PRI Construction Materials Technologies (TST5878) Regio. ATL Standard Year -079-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -083-02-01 TAS 107 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) ATL -086-02-01 Rev 1 ASTM D 3462 201 DA PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 201 DA PRI Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 TAS 107 ASTM D 3161 195 2016 PRI Construction Materials Technologies (TST5878) ATL -107-02-01 TAS 107 TAS 100 1995 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 201 OA 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 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 TAS 107 ASTM D 3161 195 2096 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 TAS 107 ASTM D 3462 195 2090A 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) RTL -138-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 TAS 107 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATL -151-02-01 TAS 107 ASTM D 3462 1995 2010A PRI Construction Materials Technologies (TST5878) ATL -162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -167-02-01 ASTM 0 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -168-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 TAS 107 ASTM D 3462 195 2090A PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 201 DA 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 201 DA PRI Construction Materials Technologies (TST5878) ATL -174-02-01 ASTM D 3462 201 OA 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 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 AASTM D 7158 95 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 201 DA PRI Construction Materials Technologies (TST5878) ATL -220-02-01 ASTM D 3462 201 OA 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 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 TAS 107 ASTM D 7158 195 2091 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 PRI Construction Materials Technologies TST5878 ATL -221-02-04 TAS 107 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -222-02-01 ASTM D 3462 201 DA 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 ATI -13002.6 FL 16305-R6 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES. LLC ATLAS ROOFING CORPORATION Asphalt Shingles Ertl Report No. Standard Year PRI Construction Materials Technologies (TST5878) PRP Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRE Construction Materials Technologies 5T5878 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -222-02-04 ATL -223-02-01 ATL -223-02-02 ATL -223-02-03 ATL -224-02-0l ATL -225-02-01 ATL -225-02-02 ATL -225-02-03 ATL -225-02-04 TAS 107 ASTM D 7158 ASTM D 3462 TAS 100 ASTM D 3161 TAS 107 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 3161 TAS 107 ASTM D 7158 1995 2011 2010A 1995 2016 1995 2011 2010A 1990A 1995 2016 1095 2011 ATL13002.6 FL 16305-R6 This evaluation raper# is provided fpr 5iate of Florida ge 3 of 11 product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC INSTALLATION Legend Basic Wind Speed (V„it); Basic Wind Speed (Vasd): Beck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max_ 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nall Pattern" detailed below. Figure I. Legend 4 Nail Pattern (Nora-HVHZ only) Figure 2. Legend 6 Nail Pattern ATL13002.6 FL 16305-R6 This evaluation report is provided for State of Florida roduct a Page 4 of 11 Technical Services, LLC of any product changes or quality assurance /changes throughout he duration foaanufr which thisturer report snotify Rvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC Glass Master® 30 & Basic Wind Speed (Vwt): Tough -Master@ 20 Basic Wind Speed (Va,d) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shinglos Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction - In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. i A ' Nail I Figure 3. GlassMaster@ 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) A --a 12 j �-9n R Na lls 4 1 I■® R FMwI awl Now Now Y L� A Figure 4. GiassMaster@ 30 & Tough -Master@ 20 6 Nail Pattern ATL13002.6 FL 16305-R6 This evaluation report is provided for State of Florida roduct a page 5 of 11 Technics! Services, LLC of an 9 a p approval under Rule 61G20-3. The manufacturer shall notify CREEK y product changes or qualityassurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ProLAMI Architectural Basic Wind Speed (Vu1t): Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Nan-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with F8C requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or T Nail Pattern" detailed below. 131;3 TYP — -- ----------------------------------- ---- - -- -- — — — — — ------------ - - - -. - Ltd NAIJ.dry AREA ` �... I I Figure 5. Prol-AMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) S 4,LANI L LL PATTER1 Ft GiH or"!: 1 OFF ------'_ - I r-. — — — — - .--------- .------------ _._ _ --- ..------- _ ---------- ---/- — LTJ" NMN -0 AREA rl ATL13OD2.5 Figure 6. Pro-LAMT"^ Architectural Shingle 6 Nail Pattern FL 16205 -RB This evaluation report is provided for State of Florida product a Page 6 of 11 Technical Services, LLC of an g q p ty approval under Rule 61G2Q-3. The manufacturer shall notify CRFFK y product changes or Lall assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (V,,,): StormMaster0 Shake Basic Wind Speed (Vag): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): i 13 v3' �1 4 TYP ATLAS HOOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19152 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. - r i I 7a" SEALANT LINE PATTERN -NGTH ON: 3 CFF - i" LENGTH ON: 1" OFF 1 Figure 7. Pinnacle® Pristine and StormMaster'O Shake 4 (Vail Pattern (Non-HVHZ only) ED�DUELE " sty - :T LANE Para 1'• LE;v3TCFFOM: 1•' LENGTH oR: 1" OrF 1y r ` TYF daft— 6=0 -- --------- ------- -- - 410L- -- waar:c I � i Figure 8. Pinnacle@ Pristine and StormMaster® Shake 6 Nail Pattern ATL 13002,6 FL 16305-R6 This evaluation report is provige 7 of 11 ded for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEK Technical Services, LLC; of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 14" NCREEK I ECHNICAL, SERVICES. LLC StormMaster@Slate Basic Wind Speed (V„t,). Basic Wind Speed (Vas,): Deck (HVHZ): Underlayment: Min, slope_ Check (Non-HVHZ) Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 9. StormMaster0 Slate 4 Nail Pattern Figure 10. StormMaster® Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 This evaluation report is provided for State of Florida roduct a Page 8 of 1 i Technical Services, LLC of an g q P y PProval under Rule 61G20-3. The manufacturer shall notify CREEK y product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC Pro -Cut@ Starter Strip Basic Wind Speed (Vs„t): Basic Wind Speed (Vasd): Deck (HVHZ). Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Nan-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. 30 ----------------- --------------------- ---------- 12j. _ --- a*------_- -----------------62ga. 1-]J1°ting shank na(g i Figure 11. Pro -Cuff Starter Strip ATL13002,6 FL 16305-R6 This evaluation report is provided for State of Florida product a Page 9 of 11 Technical Services, LLC of an 9 qualityF approve[ under Rule 61G20-3. The manufacturer shall notify CREEK This evaluation report does not express changes rnimply warranty, installation, recommended usurance changes throughout ha otherprod product attributes that are n for which this report is not specifically addressed herein. t =t r CREEK TEcH.NICAL SERVICE s. te.LC Pro -Cut@ Hip & Ridge Basic Wind Speed (Vint): Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min, 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15132 in. plywood or wood plank for new construction, Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12„ i 1 12 pas 1-1%2'" ring i shank nail 1 12„ 6„ 'I I I I Figure 12. Pro -Cut® Hip & Ridge ATL13002.6 FL 163D5 R6 Page This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall ot N 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 LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer_ y N o 74021 �• f 3 STATE OF w: , k- 11111101 0NA` 0��.� CERTIFICATION OF INDEPENDENCE 2017-09.3 0 12:37:24 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, RE. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ENI) OF REPORT ATI -13002-6 FL 16305-R6 This evaluation report is provided for State of Florida roduct a Page CREEK 11 Technical Services, LLC of any product changes or quality assurance changes Rth throughout he duration forwhich this ll report svalid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.