Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutProduct ApprovalMichelle Franklin, CFA-- Saint Lucie County Property Appraiser --All rights reserved. Property identification Site Address: Parcel ID: Account #.- Map :Map ID: Use Type: Zoning City/County: Ownership Wynne Building Corp 12804 SW 122ndAVE Miami, FL 33186 Legal Description 06/07 34 39 ALL THAT PART LYG NELY OF 1 -95 -LESS SPANISH LAKES FAIRWAYS (PB 35-5) AND LESS THAT PART MPDAF: FROM SE COR OF SEC 6,TH N 00 02 21 E ALG E Ll OF SEC 1369.11 FT,TH N 89 57 39 W 524 FT TO PO8;TH N 89 57 39 W 253 FT,TH S 00 02 21 W 78 FT TO CURVE CONC NE, R OF 35 FT,TH SELYALGARC 54.98 FT,TH S 89 57 39 E 113 FT TO CURVE CONC N, R OF 35 FT,TH NELY ALGARC 32.46 FT TO CURVE CONC SE, R OF 40 FT,TH NELYAND SELYALGARC 60-52 FT,TH N 45 02 21 E 32.36 FT,TH N 00 02 21 E 66.79 FT TO POB -AND LESSASIN ORS2396- 1080,1083:2399-1065:2427-1079:2446-2115:2451-1040,1043:2462- 730.733.736,739:2478-1153,1156:2514-1175:2525-2743:2532- 644,708i2535-2436:2567-1067:2603-871:2630-1745:2631-2280: 2636-1456:2990-1659:3005-2336:3051-438:3063-161:3065-1651: 3069-2008:3074-1580:3114-I239:3128-2941:3149-791:3172-2647: 3201-315:3209-2337:3215-2304:3223-2309:3234-2111:3266-2842: 3272-563:3275-2213:3283-1829:3305-2194:3305-2197:3311-2337: 3323-2386:3348-1059:3355-1230:3358-968:3360-2596:3360-2599: 3362-783:3365-1977:3367-1425:3369-883:3374-177:3374-2730: 3379-2154:3396-843:3396-846:3399-273:3411-820:3417-1606 2:45:19:3418-2277:3424-2841:3427-1523:3434-371:3436-1660: 3450-2263:3471-2507:3417-2517;3473-1983:3483-534:3500-2629: 3521 -2062:3538 -1033:3619 -274:3619-311:3620-2850;3625- 2928,2985:3638-3;3652-1251 3662-2601 3664-2653:3673-1270; 3706-1093;3707-290:3729-1715:3732-1923:3744-263:3744-2931: 3767-1756: 3774-1388: 3782-2394: 3794 -344 -AND LESSADDL 0.30 AC -AND LESS 3806-2540:3806-2547:3823-2445: 3836-827:3837- 341;3843-2882:3843-2980:3879-2874:3886-1889,1963:3892-1: 3895-2648,2656:3898-1017:3899-1267:3906-2672,2700:3914- 276,296:3921-1930:3927-116:3949-823,888:3955-1497:3964- 1498 -AND LESSADDL 0.17 AC - AND LESS ORS 3983-1591- AND LESSADDL 0.19 AC AND LESS ORS 3991-985: 4004-2440,2463: 4020-2265,2325: 4023-634,661: 4031-1149,1196,1237: 4040-2725: 4052-1.201,1247,1266,1298: 4056-1369: 4081-330,424,540: 4094- 1526,1605:4097 -29:4103 -1753,1776:4109 -735:4110 -392:4123- 2888:4139 -1205;4153-2637:4160-1663,1677,1773:41621247: 4171 -2399:4172-2762,2838,2875:4182-2062:4185-2478:4189- 256,339: 4196-782- (310.15 AC - 13,510,134 SF) (OR 502-947) current Values Just/Market Value: $24,444,800 Assessed 'Value: $24,444,800 Exemptions: $0 Taxable Value: $24,444,800 Taxes forthis parcel: SLC Tax Collector's Office 0 Download TRIM for this parcel: Download PDF 19 6487 SPANISH LAKES BLVD 1306-111-0001-000-0 4031 13/06N 2800 PUD Saint Lucie County Total Areas Finished/UnderAir (SF): 26,779 Gross Area (SF): 34,713 Land Size (acres): 310.15 Land Size (SF): 13,510,134 This information is believed to be correct at this time but it is subject to change and is not warranted. Copyright 2019 Saint Lucie County Property Appraiser. All rights reserved. So offieast 6eoeral Contraetors Group, ]Ile, PROPOSAL S1 Date: u .7 Customer: 10380 SW Village Center Drive - 232 Port St. Lucie, FL 34987 VATTED TO: Job Name: Job Location: / j L�`, 51;, C d CONTRACT Office: (877)407-3535 Fax: (877) 756-0007 www southeastcontracting.com CGC060247 • CCC 1330002 Phone: "7 Email: { JOB DESCRIPTION: Remove existing roofing and install new asph It Lngles Shingle Color: x x - Drip Edge Color: x , Oy ATLAS PRISTINE PINNICLE: • Provide roofing permit • Provide trash removal to a legal off-site facility • Remove existing roofingdo 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 FS.) • Install ATLAS Summit 60 underlayment • Install all new valley metal 16" 26ga set in plastic roofing celnent. (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 GUARI] UPGRADE PRODUCTS: SHINGLE $ , • Install Atlas Gorilla Guard Spec 30 Engg11'neered underlayment (#30 felt) $ �+ Install ATLAS weather Master SA underlayment in valleys and eaves $ Install ATLAS weather Master SA underlayment on entire deck $ • (Recommended) Qualifies as a Secondary Water Resistance (SWR): SWR (also called Sealed Roof Deck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to sheathing or foam adhesive SWR barrier (not foamed -on insulation) applied as a supplemental means to protect the dwelling from water Intrusion in the event of roof covering loss. Notes: -- a-. FLAT ROOF: �'6C`A,5 y • provide roofing permit • Provide trash removal to a legal o • Remove existing roofing down to • Replace all bad decking ( )sheet at $80.00 each) • Re -nail deck as required by Hu (Based on 553.844 F.S.) I the Install ISO board with #12 fasteners and 3" insulation plates $ Install CERTAINTEED FLINTLASTIC - SA NAIL BASE Install CERTAINTEED FLINTLASTIC - SA CAP SHEET Install new primed drip edge 3"x3" aluminum with Matrix'" 201 Premium 5 -Flashing Cement (COLOR WHITE) Install new metal 16" - 26ga set in Matrix'" 201 Premium SBS Flashing Cement at sloop roof tie-in WIND MITIGATION: • S ener lou epo a i lona e(° o [i NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ................................................... ., Cost $80.00 per sheet labor and material C-IJ/3 Metal fascia trim Fascia: ......................................... . ........... .... Cost $18.80 Ilf labor and material y 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 s1f Screens and screen enclosures Flashing, step, counter or base: .... ............ Cost $17.25 llf labor and material Solar heater removal or replacement Gutter removal: ............................ Cost $ .50 Skylights Rafter tail repairs: ... ................... ............... Cost $120.00 each Truss repair Skylight replacement and flashing:.......... Cost $475.00 each Priming and painting Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS change Orders, contractor may accept a diange 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. The Owner is responsible for removing personal items, Plants, vehicles, etc. from the work area. Existing gutters will be removed or detached to allmv for the installation of the new rooting system. contractor will attempt to save the gutters however in the event they are damaged the Owner accepts full responsibility for said gutters, The Owner is responsible for the removal and re -installation of any satellite dishes. (The satellite dish may need to he re -calibrated at Owners expense) Customer authorizes the contractor acid the material supply companies access to the property. Customer accepts full responsibility for any unfores€en damage to the walks, driveway, septic tank and drain field, landscaping etc to the property except for the following - 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 Ormer will be released to the Contractor. Labor Warranty 5 year on workmanship. Material warranty 39 -year limited trarraitty. Southeast General Contractors Group, lac shall not be held responsible for damage caused by hurricanes, tropical storms, tornadoes, crnhquakes, fires, Floods or other causes beyond the reasonable control of the Contractor. Contractor cannot beheld responsible for interior damages Southeast General Contractors Gr payment is not received within a business days after completion. oup, Lie xill opt "uran[v the to-ork if Same as Cash(SACRinancing (3,6,17.18_24 months) options will reouire an additional uofrom fee_ standard (1-12) vears financini, is offered with no unfrone fees. All linanctn¢ is contlneent soon credit approval. Standard Hmne sheathing or loam adhesive SIVR barrier (not it3an?€d-0n h3!,ULation app lied as a surpkmemg mom„ tv r rn ec-t t divelling from water intrusion in the event of roof covering loss. Notes: FLAT ROOF: �VeC',4J6- vQ • Provide roofing permit • Provide trash removal to a legal off. • Remove existing roofing down to tl • Replace all bad decking ( )sheets 1 at $80.00 each) • Re -nail deck as required by Hutti�ic, (Based on 553,844 ES.)1" Notes: Install ISO board with #12 fasteners and 3" insulation plates Install CERTAINTEED FLINTLASTIC - SA NAIL BASE Install CERTAINTEED FLINTLASTIC - SA CAP SHEET Install new primed drip edge 3"x3" aluminum with Matrix" 201 Premium .SBS -Flashing Cement (COLOR WHITE) Install new metal 16" - 26ga set in Matrix'" 201 Premium SBS Flashing Cement at sloop roof tie-in WIND MITIGATION: • Saia willion epo n a >lona ee o NOT INCLUDED: ADDITIONAL ITEMS: �` Gutters Plywood: ............................ Cost $80.00 per sheet labor and material C4JI3 Metal fascia trim Fascia: ........................................................... Cost $18.8011flabor 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: and painting �li g P ""'-... Cost $475.00 each Priming P g Stucco repair .................................. ......... :... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS I. Change orders, contractor may accept a "change order" to the plans, specifications or equipment. In addition, the total price increased ar decreased to rellcct fire 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 eaectktion of the change order as required by the contractor. 3 The owner is responsible for removing pemonal items, plants, vehicles. etc: from the°work area. 3. Existing goners will be removed or detached to allow for the installation ofthe new roofing system. Contractor will atrempt 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 cemoval and re -installation of fury satellite dishes. (The satellite dish may need to be re -calibrated at Ormers e--spense) 5. Cusioniea authorizes the contractor aucl the materia) supply companies access to the property. Customer accepts full responsibilitvfor any unforeseen damage to the ivalks., drivtmray, septic tard, and drain field, landscaping etc. to the property except for the following: 6. Due to the rising cost in labor and materials the Owner agree to allow the Contractor to submit for additional claims coverage to the Insurance Company. Any additional funds received by the Owner will be released to the Contractor 7. Labor oes,Warranty 5 year on sverkmanshlp Material Warraaaty 30 -year limited x'arrarttp. Southeast General Contractors Group, Inc shall not be held responsible for damage caused by hurricanes, tropicai storms, tanradaes,. earthquakes, firs, 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. a. Satne as Cash(ti gC)rinancing (3,6,12,18 24 months) options will require an additional upfront fee. Standard (1-12) year, financing is offered with no upfront fees. M financing is contingent upon credit approval- Standard Home ]tnprownlent hnaicing offered from 9.99% APR for A and A+ credit rating. Southeast General Contractors Group Inc partners with Ener6ank Improvement loans. 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 35% convenience fee rvill be added to payments made by credit card. 11. Endre Agreement - This Coni ract, 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 orprior written matter extrinsic to this Contract shall have any force or affect. We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sum of: $ 9�' Schedule of Values: Deposit: Is due upon executing this contract- $,CW c Draw #I: Is due when the roof is dried -in, before shingles are delivered. $ ' Draw #2: Is due upon the final inspection. $ D V All material is guaranteed to be as specified. All work to be completed in a ivorkrnan like manner according to standard practices, All agreements are contingent upon strikes, accidents or delays beyond our control- This proposal is subject to acceptance with, 10 days and is void thereafter at the option of Southeast General Contractors Group, Inc. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted AJ " QJz4___ Date EAGLEVIEWG Premium Report 1/29/2019 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 F3 3 -3 N W Note: This diagram contains labeled pitches for facet areas larger than 2fJA s uare feet. Insome 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. © ZWS-2619 Eagle Vievr TeclEnblogie5, Inc. and Pi tometry International Corp. — NI Rights Reserved — Protected by European Patent APPlication NO, 101621993 — Covered by One or n3ore of fJ,s. patent Nos. &,078,436; 5,145,575; 8,17p,fl4Q, 8,209,[52; 8,515,125; 8,825,454; 9,135,737; 8,570,951; 9,514,568; 8,818,776; 8,542,880; 9,244,569;9,329,749: 9,599,466. Other Patents Pending, PAGE 5 �EAGLEVIEW 0 AREA DIAGRAM Total Area = 2,022 sq ft, with 3 facets. 685 +669 +669 Premium Report 1/29/2019 N s Note: This diagram shows the square feet of each roof facet rounded to the nearest Foot). The total area in square feet at the to of this a e is based on the non -rounded values of each roof facet hgunded to the nearest square foot after beingtotaled). : %2068-2619 Eagle Yew Tethtmlegie,, Inc, andPictometry international Cory. - All Ri0htS Reserved - Protected by European Patent ApplicaY[on aio. 10162199.3 - Covered by one or more of U.S. Patent Nos, 8,078,436; 8,145,578; 8,170,840; 6,209,152; 8,515,125; 8,825,454; 9,135,737; 8,676,961; 9,514,558; 8,818,770; 8,542,880;' 9,244,569;.9,329,749; 9,599,466. Other Patents P endireo. PAGE 6 � risUriis2 k 412roduct Approval USER: Public User ASTM D 1970 r Contact Us - BCiS Site Map Links �'. Search ASTM D 2626 Product Approvai Menu. > product or Application search > Appiicatioh Lis[ > Application Detail a4 ; FL #FL17322-R4 2003 TAS 103 Application Type Revision 2000 Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770)946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atiasrooftng.com Technical Representative Address/Phone/Email Quality Assurance Representative AddressfPhone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL17322 R4 CCI ATL14001 .4A 2017 I=BC Eval Report At[gs Underiayments Final.pdf Standard Year ASTM D 1970 2015 Contact Us - BCiS Site Map Links �'. Search Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL17322 R4 CCI ATL14001 .4A 2017 I=BC Eval Report At[gs Underiayments Final.pdf Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM D 2626 2004 ASTM D 4869 2016 ASTM D 6360 2003 TAS 103 1995 TAS 110 2000 UL 1897 2012 httpsJlwww.floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEG8KxLSaJJG7DPQikaGxFKuQ b3d°/u3d 112 V712019 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved Sum FL # _17322.1 Florida Building Code Online Model, Number or Name Atlas Underlayments Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Method 1 Option D 09/30/2017 10/03/2017 10/04/2017 12/12/2017 Description For use in steep slope roofing Installation Instructions FL17322 RA 11 ATL14001.4A 2017 FSC Eval Report Atlas Underlayments final,pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes I Evaluation Reports FL17322 R4 AE ATL14001 4A 2017 FBC Evai Report Atlas Underlayments final.pdf I Created by Independent Third Parry: Yes 17322.2 Fabral All Purpose High Temp ASTM D 1970, SSS modified, self -adhering underlayment with underlayment fiberglass mat reinforcement and a poly -fabric surface. - ...-.i i Limits of Use I Installation Instructions Approved for use in HVHZ: Yes i FL17322 R4 11 ATL14001.48 2017 FBC Fval report Atlas f Approved for use outside HVHZ: Yes Fabral Underlayment flnal.pdf Impact Resistant: N/A I Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. € Evaluation Reports FL17322 R4 AE ATL14001.4B 7017 FB Cval Report Atlas Fabral Underlayment rmai.p f ji Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: B50-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessNlity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a puhlfc-records request, do not send electronic mail to this entity. Instead, contact the ofPce by phone or by traditional mad. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public retard. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ff�] [D ® E_",hY- Credit Card Safe https:llwww_floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwvsBEc8KxLSaJJG7DPQlkaGxFKuQd/o3d%3d 2,2 4, I r ES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 wkvv,1.atlasraofln_c, m Quality Assurance SCOPE UL LLC (QUA9625) certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Fl_ 33647 (813)480-3421 FLORIDA BUILDING CODE, 6TH EDITION (2017) Category: Roofing Subcategory; Underlayments Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES Issues! September 30, 2017 Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) ATL -033-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 4798 2011(2016) PRI Construction Materials Technologies (TST6049) ATL -068-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST6049) ATL -069-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -090-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) ATL -164-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) BWR-533-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) MSA -004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5049) 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)Ei 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 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 hereln. �=��`��`�� ATLAS ROOFING CORPVRATK]M A-A"_�~��q�u~�Q�=��. Nou�ngUndedaymonte TEowm/CAL SE:Pv/cF_s.LL(-- PRoouoTOsaomipnow #15Specification Felt AST[VI D 226. Type | asphalt saturated organic felt undodaymont for use in the HVHZ and oon'HVHZ. #%UOrganic Saturated Felt ASTM Q 4888. Type |Y asphalt saturated organic felt undedaymentfor use in the Ion-HVtO_gnUy. #SOSpecification Felt ASTN| D 228, Type U asphalt saturated organic felt under|oymnntfor use in the HVHZ and oon'HVMZ. #43Base Sheet A8TIVI O 2626 asphalt saturated and cooted, non -perforated, organic felt undedeymontfor use inthe HVHZ and non-HVHZ. #9UMineral Surface Roll ASTIVI D 6380, Class M as pha It-satu rated organic roll roofing sheet for use in the Roof/ng HVHZ and non'HVHZ. Gorilla Guwrd@>EVERPELT3O Asp ha|t-ooturated organic felt undehaymant reinforced with glass fiber that meets the performance requirements ofA8TIVI D 220. Type | for use in the HVHZ and non-HVHZ. Glate/Ti(eUndedaymant ASTM D 0380. Class K4 mapha|t-outurated organic mU roofing sheet for use in the HVHZ and nun'HVH2. VVeutherK8asb*r@lee and ASTM D 1970 SSS modified, self -adhering undoMayment reinforced with a Water 100 fiberglass mat and e granular surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a release fi|m, which is removed during WeatherMaster@ Ice and ASTM D 1970 SBS modified. self -adhering underlayment reinforced with a =installation. Water 200 fibergIess mat and a granular surface for use in the HVHZ and non-HVHZ. The elf dhes -adhesive side is covered with a split -release film, which is removed during nstallation VVeathnrMemter@ Ice and ASTIVI O 1870 SBS mod|fiod, self -adhering vndor|oymnomt reinforced with a Water 216 fiberglass mat and agranular surface for use iothe HVHZ and non'HVHZ. The self-adhesive side iocovered with aap|it-re|*eoefilm, which in removed during installation. VVeather0oater@Flexible Ice ASTM O1B7OSBS modified, self -adhering undedyynoo1with 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 �oremoved during installation. vvaatheMNauter(DPnn-Grado ASTIVI O 1970 SBS mogiOnd, sell -adhering uodedaynantwith afibenJ[ome mat Ice and Water reinforcement and o poly -fabric surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a ro�oaoe 0m, which is removed during installation. VxeotherU0mstnr@)Ti)e TAS 103 SBS mod�fled, self -adhering undedoyment with a fiberglass mai reinforcement and e,zoly-fabriosurface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a ne|aaoa 5|m, which is removed during Aru4001.4A 2or4 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. IATLAS ROOFING CORPORATION CREEKeri Roofing Underlayments ECl- LAICAL SERVICES. LI- - APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements .below. Beck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBG requirements. hoof decks shall have no more than 118" gap at abutting joints. Exposure: of the underlayments shall be limited to a maximum 30 days except as follows: a) #15 Specification Felt, #30 Specification Felt, and #40 Base Sheet — exposure for than 24 hours may adversely affect product performance b) WeatherMaster@ Ice and Water 100, WeatherMaster@ Ice and Water 200, and WeatherMaster@ Ice and Water 216 — maximum 30 days c) WeatherMaster@ Pro -Grade Ice and Water and WeatherMaster@) Flexible Ice and Water — maximum 30 days d) WeatherMaster(D 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) WeatherMasterO Pro -Grade Ice and Water or WeatherMaster(D Tile — ICP Adhesives Polyset AH -160 b) Slatefrile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormSond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH -160 Allowable Roof Coverin s: Underla meat Asphalt Shingles Metal Roof Panels and Shingles Composite or Photovoltaic Shingles Wood Shingles and Shakes Slate Shingles Clay and Concrete Tile #15 Specification Felt Y Y Y Yz Y N I 934 Organic Saturated Felt Y Y Y Y Y I N #30 Specification Felt Y Y Y Y Y � Y #43 Base Sheet Y Y Y N Y Y #90 Mineral Surface Roll Roofing Y' N N N N Y Gorilla Guard@ EVERFELT 30 Y Y Y Y2 Y N Slateffile Underlayment Y" N N N N Y WeatherMasterg Ice and Water 104 Y Y Y N Y N WeatherMaster@ Ice and Water 200 Y Y Y N Y N WeatherMaster@ Ice and Water 216 Y Y Y I N Y N WeatherMaster® Flexible Ice and Water Y Y Y N Y N WeatherMasterOD Pro -Grade Ice and Water Y Y Y N Y N WeatherMaster(D Tile Y Y Y N Y Y (votes: 1) Open valley applications per 1507.?.9,2 2) Wood shingles only ATL14001.4A FL17322-R4 Page 3 of 4 This evaluation report is provided for State of Florida product approval under RWe 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. TEG N.f3CAL-SERVICES. L.5'_C CREEK ATLAS ROOFING CORPORATION Hoofing Underlayments WIN© RESISTANCE (NON='HVHZ ONLY) The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underly ment System No.1 — WeatherMaster0 Tile oni Roof Deck: Min. 15132 -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 I=BC product approval documents. 6) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building Code, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. x'�tvxjlIIrtt,,, e% �` RY R- P fi obG �,, • •E Ns oe L tl No 74021 * 12-.44-022 %3 NATE OF � • ®04'00' �.•• ' - !rrc`� •,< OR t 'D. - Zachary R. Priest, P.E. rs S •'"•• �' Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financiai interest in any company manufacturing or distributing Products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL14001.4A FL17322-R4 Page 4 of 4 This evalua#ion report is provided for State of F;arida product approval under Rule fit G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repast is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 616!2018 .ijProd Uct Approval 4 `USER: Public User FL Application Type Code version Application Status Comments Archived Florida Building Code Online. �jrt,,�tf jai 11 a� i; 'L Submit Surcharge stats & Facts Publications FBC Staff 6CIS Site haap Links Search = _: et ,�llcaz__,�n Sia > aaphr _t Lis > Application Detail Produce Manufacturer Address/phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Categor/ Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Flarida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL18305-R6 Revision 2017 Approved Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 tncoflins@atiasroofing.com Meldrin Collins nlcci Ifns@atlasroofing. corn Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 12/31/2020 Locke Bowden P,E, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D 3161 Year ASTM D 3462 2016 ASTM D 7158 2010 TAS 100 2071 TAS 1137 1995 1995 Equivalence of Product Standards Certifsed By Sections from the Code ---...-.-W.;ior'dabuilding.org'prlpr app dtl.aspx?param=wGEVXQwiDquJBMjgUlj3NlTGPIDBaJCJnk%2bsJ7MHr-Thi 61612016 Product Approval Method Date Submitted Date Vakated Date Pending FBC Approve} Date Approved Sulrtrrary of Products FL # 16305.1 Florida Building Coda Online Model, Number or Dame Atlas Shingles Limits of use --� Approved for use in HVHZ: yes Approved for use outside HVHZ: yes Impact Resistant; N/A Design Pressure: N/A Other; See evafuation report for limits of use Method I Dption D 04/30/2017 10/03/2017 10/04/2017 12/1.2/2017 Description Fiberglass reinforced laminated asphalt shingles Installation Instructions �— 1530 R5 r,T L _3002.6 ')0l r'irjil� fir. - vol Verified By: Zachary R. Priest 79021 i Created by Independent Third Party: yes Evaluation Reports 1 245 F, - ATL13002 6 -x017 t=3C Lir ier,. ri.i.pc; a Created by Independent Third Party: yes Contact US :: 2662 @lair Stone RvaG, Tallahassee FL 32390 Phone: 1350.487-1624 Tile State of Florida is an AA/CEO empfayer. Cop_yriuht 2007-2 13 Stale of rloritla. ;; Rrivacy Statement :: Accessibili [atement AeFtr d Sta[em nt Under Flu,-lde law, email addresses are Public records. If you do not want your e-mail address released in response to a mail 1 this entity. Instead, contact the Qifce by none or by �"aditipnal mail, i:: you have any questions R public -records request, do act send electronic 455.275;1j, rlarida Statvkes, affect October 1, 201.2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The Emaiis provided may be used for official commundcation with the licensee. However email addresses arle public record. ease COntact If you do not %v sh ko Supply487.1.395-Pursuant o Section address, please provide the Department with an email address which can de made available to the public. TO determine if you are a licensee under Chapter 455, F.S., Personal niease click here Product Approval Accepts: �Rfl ' Credit Card Safe r --...,:::.,ior;dabuilding.Org/pr/pr app_dti.aspx?param=WGEVXQMDgUJBMigUli3NlTGPID82JC:_ln&oJ71,.17&ALI_-r,- e a amw &W BMW %WOI I X 1.4 10.4 K TECHNICAL ALm SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 GlassMaster® 30 Atlanta, GA 30328 (Ardmore & Hampton) (770) 612-6267 Manufacturing Plants: Hampton, GA (Ardmore & Hampton) Meridian, MS Pro -Cut@ Hip & Ridge Dangerfield, TX (Ardmore & Hampton) Ardmore, OK Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE thermally -activated, self-sealing sealant stripe that complies with ASTM la 3462. Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Fl 33647 (813) 480-3421 FLORIDA BUILDING CODE 6r" EDITION (2017) 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 Issued September 30, 2017 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 -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 la 3462. ProLAMTm Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton, Franklin & architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant Meridian) stripe that complies with ASTM D 3462. Pinnacle@ Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton, Franklin & Meridian) StormMaster@ Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.6 FL 16305-R6 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spec€fical€y addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICALERL+IOES. LLQ StormMlaster® 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 Enter Report No_ Standard Year PRI Construction Materials Technologies (TST5878) ATL -079-02-01 ASTM D 3961 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 2010A PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2010A PRE 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 1995 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 34.62 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 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 TAS 107 ASTM D 3161 1995 2016 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 TAS 107 ASTM D 3462 1995 2010A PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 2010A PRE 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 PRf 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 1995 2010A PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -172-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -174-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL -179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -184-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 TAS 107 ASTM D 7158 1995 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 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 TAS 107 ASTM D 7158 1995 2011 PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 2D10A 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 2010A PRI Construction Materials Technologies (TST5878) ATL -222-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-03 ASTM D 3161 2016 ATL13002.6 FL 16305-R6 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECt IgICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Entity Report Na. Standard Year PRI Construction Materials Technologies (TST5878) ATL -222-02-04 TAS 107 1995 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -223-02-01 ASTM D 7968 ASTM D 3462 2011 2010A PRI Construction Materials Technologies (TST5878) A7L-223-02-02 TAS 100 1995 ATL -223-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -223-02-04 ASTM D 7158 12095 11 PRI Construction Materials Technologies (TST5878) ATL -224-02-01 ATL -225-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) -225-02-02 ATL TAS 100 1995 -225-02-03 ASTM D 3161 2016 PRE Construction Materials Technologies (TST5878) ATL -225-02-04 TAS 107 ASTM D 7158 1995 2091 ATL13002.6 FL 16305-R6 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 6'1 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, L 4 INSTALLATION ATLAS ROOFING CORPORATION Asphalt Shingles Legend Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements;. Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction_ Deck (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 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�• ..... ..... ... ...... .. ---___ _ __..,.�.�_.-... ._..-------------- �.�.,,- '. CiL CLL ........-....... ...... ---------------- 3-a Figure 1. Legend 4 Nail Pattern (Non-HVHZ only) I sir i' ' TW "- i a I Y -. ..- l'. 7Ma Figure 2. Legend 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEcFiNrCAL SERVICES, LLC GlassMaster@ 30 & Basic Wind Speed (V„it): Tough -Master® 20 Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Nora-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min, 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. CSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with I=BC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Instalied 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. A Nails �. 'i em 12" .� 7 ik 12 Figure 3. GlassMasterfl 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) F 12" 5/'s 4 —y 12" Figure 4. GlassMaster@ 30 & Tough -Master@ 20 6 Nail Pattern ATL93002.6 FL 16305-R6 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ProLAMTm Architectural Basic Wind Speed (Vui1): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with 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. a" SINGLE Y'- SEALANT L6ti£ PATIFIN 1" LEtdGTH ON: 1'" flFF 13113' TYP ---- ------- — -`-----------"-- --- -- ----- ` KAILI-Z AREA Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 6. Pro -LAM— Architectural Shingle 6 Nail Pattern ATI -13002.6 FL 16305-R6 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services: LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. NCREEK TECHNICAL SERVICES, LLQ Pinnacle® Pristine & Basic Wind Speed (V„it): StormMaster® Shake Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope - Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed 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. 1 1507011: 1" LENGTH ON: 1" OFF ----- -- - ank_ - �= l s' i i- __.. .. _-_..._-----' f Figure 7. Pinnacle@ Pristine and StormMaster@i Shake 4 Nail Pattern (Non-HVHZ only) DOJHLE 4" SEALANT LIVE PATTERN :OF: I LENGTH ON: 3" DFF 207 OM: I" LENGTH ON: 1 "` 0. @NIL- NEW a � #_ 1_�._�� 1 �'S®{ i��_-. �_-- �___i 1 [ L1r"FlnR3YC n4 R.! i I - 71" 67„ i I I O 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. 1 4,. 14" CREEK TECHNICAL SERVICES. LLC StormMaster,D Slate Basic Wind Speed (V,,It): Basic Wind Speed (Va,d) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with 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. 5tormMasterC) Slate 4 Nail Pattern T Figure 10. StormMaster@ Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CRFEK 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. SCREEK TECHNICAL SERVICES. LLCI Pro-Cut@D Starter Strip Basic Wind Speed (V„11): Basic Wind Speed (Vmd) Deck (HVHZ) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max_ 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or woad plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:42 and in accordance with FBG requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12_ Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. —T I nan,pw� -E � 12 ga. 1-iR"nng shank naEl f �' o 30' -- I P• 4 7 1" 1-Fh•-3 — — — 3 i Figure T 1. Pro -Cut® Starter Strip ATL130D2.6 FL 16305-R6 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evacuation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LUC Pro -Cut® Hip & Ridge Basic Wind Speed (V„It): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vast): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-518 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. i i I 12 ga. 1-1/2" ring shank nail i i 6" I 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. CREEKATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES. LLQ 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 actuality 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. `+,4141141R. 1r��'ra ��C•E•NS� �py No 74021 Q7 Z per•' STATE OF :4 o •. r 0i �i�SS tQ N A� CERTIFICATION OF INDEPENDENCE 20 1 7.09.3 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI -13002.6 FL 36305-R6 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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.