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HomeMy WebLinkAboutScan_0152ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: ! Z k U 1 'i'j Permit Number: F - J h; • Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential .X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: Legal Description: .._i (X i �wer t Us',Us',f 09 6 1 k I4 Lo �. Property Tax lD#: 34(")2--610 - p( ci -00o --1 Lot No. Jri Site Plan Name: Block No. -11 Project Name: I,if h Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Sly► Isles r� ocLi &A, CONSTRUCTION INFORMATION: Ad ditRona wor toe er orme un er t ,s permit - c ec a appy: HVAC Gas Tank ❑Gas Piping _ Shutters 11 Electric Q Plumbing Sprinklers ❑ Generator Total Sq. Ft of Construction: a l)gci S Cost of Construction: $ 119 35 , 0 OWNERAESSEE: S Ft. of First Floor: _ Utilities:USewer 0Septic Name f- ) ' 11V_ Address: 6001 City: I State: FL Zip Code: & -Vc5l� gL Fax: Phone No. E -Mail: Fill in fee simple Titie Halder on next page ( if different from the Owner listed above) CONTRACTOR: Windows/Doors Roof Roof pitch Building Height: Name: L -Acv- Company: , ) ry Address: S } Ir City: 440LArnp, Stater Zip Code: 39,134 Fax:. Phone No. 8911 -LIQ I -3,-5 E -Mail: � Ilylcd c' lttk ci State or County License: Ctd- l 3?) G OO 2 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER,/ENGINEER: — Not Applicable Name: NIA MORTGAGE COMPANY: _ Not Applicable Name: OIA Address: Address: City. State: Zip: Phone FEE SIMPLE TITLE HOLDER: Not Applicable Name: City: State: Zip: Phone: BONDING COMPANY: Not Applicable Nance: Address: Address: City: City: Zip: Phone: nwiyiFll2/ rn1UrVAC r'r10 ACCIn111T. Zip: Phone: „rr I I , fi111lt1LdLIL1l Is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commend work or recordini&Y our Notice of Commencement. Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA • STATE OF FLOTT COUNTY OF t '+,� COUNTY OF LLUG i The forgoing instr ment was acknowledged before me The forgoing instr ment was acknowledg d before me thisday of 20 by this day of � 6 Z by ZVI Luc tot) c_ tdName f person making statement Name f per n making statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identificati n Type of Identification Produced Produced 14A A— ( (Signature of Notary Public- 5 to of Florida) (Signature of Notary Public- I Y YP Commission No. t')'3 N16194ETTEBENICHWiJ Commission No INICCI BENICHIO MY COMMISSION # FF112214 MY CO ON # FF] 12219 EXPIRES: July 1 g, 2018 �a EXPIRES: July 18, 2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED tev.8/2/17 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COUNT SAINT LUCIE COUNTY FILE# 4376355 AG1 STATE (}P NOTICE OF CObf}VI t�CEIi OR BOOK 4070 PE 2551 2551 [] T RECORDING: $10.00 YPe: NC COUNTY OF Y the following hereby gives notice that - - - vlrtgrmati.n is providedin Pmvea3ent tivill he made to certain real roe - I. Desen-P -Qn f this Notice of Commencement, P P rty, and in acc.rdaztce ivxth Chapter 713, Florida Slatutps. - - - -- - �erty: {legal descript� of 1'k I grc'Fertys and s addleSS Ii avatiable) ?•LF General descri tion of P �Provement: 3• Nner information: aName and address: b- Phone number. c, :Namer � f and address of fee Simple titleholder (if other than ou,7ter): 4. Contract.._ a- Name and address: b. Phone number 5. Surety: ? _ - 3 Cir .iC a. Name and address. 0 A b- Amount ofbond S 6. Lender: C. Phone number. a• Name and address: I�j A b Phone number. 7. Pecans with the State of Florida d Florida Statutes: esignated by Owner upon whom notices or other doc a. Name and address: q urrhents may be served as provided by Section 713_I3 1 b. Phone numh-r- {)(a)7, 8. In addition to himseE Quer designates the f.11o Florida Statutes: in Persons to receive a eo {) py of the Lienor's Notice as a• Name and address: Provided in Section 113.I3(I)(, b• Phone number: 9. Expiration dare afnotice of ea mmencement (the ea ' piration date is one (I) year frmn the date ofrecordinQ " ` X'ff-N G TO OW-NER: ,ANY PAY,", E mess a different date is ARE CONSII)EREI� NTS MADE By specified) IMPROPER PAYM>rNT'S 77�E Ot�11£R AFTER ER THE EXP InT YOUR PAi'ING TWICE FOR UNDER CHAPTER 713, PART I, SE RATION OF THE NOTICE OF COM POSTED ON THE JOB SITE BEFORE ROVEMENTS TO YOUR PROPERTY. CTiON 713,13, FLORIDA STAT MEN 713-13, LENDER OR AN ITTE FIRST INSPECTION. IF YOU NOTICE OF COMMENCEMENTU, AND C.AN RESULT ATTORNEY BEFORE CON1Nl1✓NCINGO INTEND TO OBTAIN F MEJST BE RECORDED AND R RECORDIN��OUR NOTICE A4LWrd ,CONSULT WITH YOUR The fo Qain� in hent Ives acknowledged before me this? officer, trustee, d?t �j _ day of attorney in fact fi (name ofperson) as t7) by ( (type of authority, name of patty on be _..e.a. half of whom instrument was executed), " NICOLLETTE BEMC Signature type, oR'ataty Public . State of Florida j�10 Printor scamp cornrnissioned name ofl�T. CaMMISSIDN k FF1122Ig or rt T EXPIRES:.IuWY Public IY I8, 2018 personally Known _��� OR Prod c V/ Type of identification produced �1 Iden ' n Verification ntusuant to Section -0 Under penalties .f e ' a-5 Fl.rida Statutes p clary, I declare that I have read the fore g and that t11e facts ed In it are true to the best of A ' _, Y > , �fl// TV ImowledSe and belief. ofuaturaI Michelle Franklin, CFA -- Saint Lucie County Property Appraiser — All rights reserved, Ownership - Judith J Murphy (LF EST) 6007 Rainhec Tri Felt Pi-=, FL 34982 Legal Description INDIAN RIVER ESTATES-IiNIT 09- BLK 71 LOT 27 (MAC 34111S) COR 857-2926: 942-2126:1427,982: 3357-2791) Current Values Just/Market Value: S115,000 Assessed Value: 558,171 Exemptions: 558,171 Taxable Value: Taxes far this parcel: SLC Tax Collector's Office d Download TRIM for this parcel: Download PDP 12 Total Areas FinishedA anderAir (SF): 1,792 Gross Area (SF): 2,050 Land Size (acres): 0.73 Land Size (SF): 10,000 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2017 Saint Lucie County Property Appraiser. All ruts reserved. Property Identification c Address: 6007 RAINTREB TRL Parcel➢➢: 3402-610-0049-000.7 Account 9: Map ID. 38230 Use Type: 34/115 Zoning: 0100 City/County: RS -4 Saint Lucie Caunty Ownership - Judith J Murphy (LF EST) 6007 Rainhec Tri Felt Pi-=, FL 34982 Legal Description INDIAN RIVER ESTATES-IiNIT 09- BLK 71 LOT 27 (MAC 34111S) COR 857-2926: 942-2126:1427,982: 3357-2791) Current Values Just/Market Value: S115,000 Assessed Value: 558,171 Exemptions: 558,171 Taxable Value: Taxes far this parcel: SLC Tax Collector's Office d Download TRIM for this parcel: Download PDP 12 Total Areas FinishedA anderAir (SF): 1,792 Gross Area (SF): 2,050 Land Size (acres): 0.73 Land Size (SF): 10,000 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2017 Saint Lucie County Property Appraiser. All ruts reserved. 0 Santheast Genera! Cantrastors Group, inc. 3121 Skyway Circle Suite F Melbourne FL 32934 PROPOSAL SUBMITTED TO: Date: fob Name Customer: Job Location: CONTRACT Office: (877)407-3535 Fax: (877) 756-0007 www.southeastcontracting.com CGC060247 • CCC1330002 Phone: - Email: JOB DESCRIPT.YON: Remove existing roofing and install new asphalt shingles Shingle Color: _ x Drip Edge Color; r ATLAS PRISTINE PINNICLE: • Provide roofing permit • Provide trash removal to a legal off-site facility Remove existing roofing doiun.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 x • Install all new valley metal 16" 26ga set in plastic roofing cement. (If required) • Install new drip edge 3" x 3" aluminum • Install new Lore 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 SHINGLES ADDITIONAL ITEMS: • Install ATLAS Weather Master SA underlayment in valleys and eaves $_ Install ATLAS Weather Master SA underlayment on entire deck $ 1 1 (Recommended) Qualifies as a Secondary Water Resistance (SWR): SWR (also called Sealed Roof Deck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to the sheathing or foam adhesive SWR barrier (not foamed -on insulation) applied as a supplemental means to protect the dwelling from water intrusion in the event of roof covering loss. • Install Atlas Gorilla Guard 30 Engineered Felt on entire deck $ FLAT ROOF: Provide roofing permit Provide trash removal to a legal off-site facility Remove existing roofing down to the wood deck Replace all had decking (-sheets included additional sheets billed at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 RS.) Notes: • Install CERTAINTEED ALL WEATHER EMPIRE BASEIPLY • 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 WIND MITIGATION: • Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of $175.00 NOT INCLUDED: ADDITIONAL ITEMS: Gutters Plywood: ........... ...................................... ... Cost $80.00 per sheet labor and material Metal fascia 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 $ ,54 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 1. Change Orders, contractor may accet a "change order" to the gglans, 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 `chang�e order or upon execution of the change order as required by the contractor. 2. Southeast General Contractors Group, Inc, is responsibi for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. 3. Labor Warranty/5 year on workmanship. Material Warranty 30 -year limited war ranty 4. Same a Cash (SACFinancing (3, 6,12,18, 24 months) aptians will require an additional upfront fee: Standard (1 12) ears financin isoffred with no upfront fees. All financin is contingent upon credit approval. Standarome Improveent financingoffered from 4.99% AR for fandAcreating.SantheastGen eraContractors Group Inc. partners withEnerl3nkImprvementl5. Existing gutters will be removed or detached to allow for the installation of the new roofing syste.SourtheastGeneralConactors Group, Inc, will attempt to save the gutters but in the event they are da naaged he Owner accepts full responsibilitj-fgr said gutters. • Re -nail deck as requirAd by Hurricane Mitigation Re `.rof t Manual Fl . g Cnextt at sic p roo de -in - - - - -- - (Based on 553.844 ES.) s Notes WIND MITIGATION: r • Southeast General Contractors Group, Inc. will provide a Wind Mitiatio R f d NOT INCLUDED: ADDITIONALITEMS: g n eport or an a dtttonal Fee of $175.00 ~, " Gutters Plywood ....................... Cost $80.00 per sheet labor and material ` Metal fascia trim ................................ Fascia: Cost $18.80 1/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 slf Screens and screen enclosures Flashing, step, counter or base: ................. Cost $17.25 Ilf labor and material Solar heater removal or replacement Gutter removal: ......................................... .. Cost $ .50Skylights 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 1, Change Orders, contractor may accept a change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to reflect the changge�, and the same shall be i n writip& and signed h 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 ordefor upon execution of the change order as required by the contractor. 2. 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. 3. Labor Warran 15 year on workmanship. Material Warranty 30 -year limited warranty. 4. Same a Cash (9AQ Financing (3 6,12, 18, 24 months) options will require an addtuonal upfront fee`'Standard (1-12) years financing is offered with no upfront fees. All financingg is contingent upon credit approval. Standard Home Improvement financing offered from 9.yea APR for A and offered credit rating. Southeast GeneraCCantractors Grou Inc. partners with EnerBank Improvement loans 5. Existing gutters will be removed or detache�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 da=maged 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 sum of $ ' ? Schedule of Values: 3 Deposit: Is due upon executing this contract. $ Draw #1: Is due when the roof is dried -in, before shingles are delivered. $ Draw #2: Is due upon the final inspection. $ v fied All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from above All material is guaranteed to be as sped specifications involving extra cost, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within 10 days and is void thereafter at the option of the undersigned. 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. AUTHORIZED El/ ACCEPTED -0 i / r r Date: Signature lY ii✓ i��. � fj �-, ���� Date. Southeast General Contractors Group, Inc, f Slguature- Date LENGTH DIAGRAM Total Line Lengths: Ridges = 104 ft Hips = 0 ft Valleys = 78 ft Rakes = 136 ft Eaves = 102 ft Premium Report 11/27/2017 Flashing = 0 ft Step Flashing = 4 ft Parapets = 0 ft Note: This diagram contains segment. len the rounded to the nearest whole number over 5.0 Feet. In some cases segment labels have been removed for readability. Flus signs preface some numbers to avoid confusion when rotated e.. +6 and +9). 2908-2017 Eagle view I no{ogles, Inc. and Pictmetry International Urp. —AEI Rights Reserved — PrcteCed by Eu. oWn Patent Appficadan No. 10162199.3 — Covered by we cr more of U.S. Patwt Nos, 8,078,436; 8,145,578; 8,170,890; 8,299,152; 8,515,175; 8,825,454; 9,1335,737; 8,670,961; 5,514,566; 8,818,770; 8,542,680; 9,244,569; 9,329,749, 9,599,465.00er Patents Pendmg. PAGE 4 EAGLE/IE Premium Rep©17 V i1/27l20i7 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 5/12 �5 5-> E N 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. Slue shading indicates a pitch of 3/12 and greater. ,j 7908-7017 Eagle Yew Technologies, Inc, and Pictametry Intematlonal Corp. —Adl Rights Reserved— Protected by Eunmpmn Patent Appllc bcn Na. 10162199.3— Covered by ane or MOM of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,157; 8,515,126; 8,875,455; 9,135,737; 8,670,961; 5,514,568; 8,818,770; 8,542,883; 4,244,589; 9,319,749; 9,SK466. Other Patents Pending. PAGE 5 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION PRI Construction Materials Technologies (TST5878) 2000 Riveredge Parkway, Suite 800 PRI Construction Materials Technologies ('TST5878) PRI Construction Materials Technologies (TST5878) Atlanta, GA 30328 (770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS DangerFleld, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Certificate of Authorization No- 29824 17520 Edinburgh Dr Tampa, FL33647 (813)480-3421 FLORIDA BUILDING CODE r EDITION (2014) Roofing Asphalt Shingles 1507.2.5,1507.2-7.1, 1523,6.5.1 Physical properties, Wind Resistance, Wind Driven Rain Ent! PRI Construction Materials Technologies (TST5878) PRP Construction Materials Technologies (TST5878) 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) 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) PRi Gonstruction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878 Report No. ATL -079-02-01 ATL -083-02-01 ATL -086-02-01 Rev 1 ATL -104-02-01 ATL -106-02-01 ATL -106-02-01 Rev 1 ATL -107-02-01 ATL -107-02-01.1 ATL -109-02-01 ATL -116-02-01 ATL -118-02-01 ATL -119-02-01 ATL -123-02-01 ATL -125-02-01 ATL -127-02-01 Rev 1 ATL -132-02-01 ATL -133-02-01 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -135-02-01 ATL PRI Construction Materials Technologies (TST5878) -136-02-01 ATL-137-02JD1 Rev 1 PRI Construction Materials Technologies ('TST5878) PRI Construction Materials Technologies (TST5878) ATL -138-02-01 Rev 1 ATL -143-02-01 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 PRI Construction Materials Technologies (TST5878) ATL -151-02-01 PRI Construction Materials Technologies (TST5878) ATL -162-02-01 PRI Construction Materials Technologies (TST5878) ATL -167-02-01 PRI Construction Materials Technologies (TST5878) ATL -168-02-01 Standard ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D,9462 ASTM D 3161 TAS 107 ASTM D 3161 TAB 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 1 OD ASTM D 3161 ASTM D 3161 Issued June 29, 2015 Year 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 20084 2009 1995 2009 1995 2009 1995 2009 2009 1PNO PRI Construction Materials Technologies (TST5878) ATLA69-02-01 ASTlul 1995 M D 3462 2009 PRt Construction Materials Technologies (TST5878) ATLA70-02-01 ASTM D 3462 2009 ATI -13002.4 FL 16305-R4 Page 1 of 9 This evaluation report is prov€dea 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 val€d. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. (MCREEK i .. T Ci?tRItC. L SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL -171-02-01 ATL ASTM D 34$2 2009 PRI Construction Materials Technologies (TST5878 PRI Construction Materials Technologies -172-02-01 ASTM D 3462 ASTM D 3462 2009 (TST5878) PRI Construction Materials Technologies (TST5878 ATL -174-02-o1 ATL -184-02-01 TAS 100 2009 1995 PRI Constructron Materials Technologies (TST5878) PRI Construction Materials Technologies ATL -185-02-01 ASTM D 3161 TAS 107 ASTM 7158 2009 1995 (TST5878 PRI Constructlon Materials Technologies (TST5878) AATL-187-02-p1 TAS 100 0 20084 1995 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster0 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-Masterfl 21) 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. Starter Strip (Hampton) (Hampton) ASTM D 3161, Class I fiberglass reinforced, starter asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAM7m Architectural (Hampton, & Meridian) ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle with dashed, a thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. PinnacleO Pristine, Pinnacle@ Pristine ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle with two, Lifetime wlScotchgard (Dangerfield, Hampton & dashed, thermally -activated, self-sealing sealant stripes that complies with ASTM D 3462_ Meridian) StormMaster@) Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfietd) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Storm Master@) Slate ASTM D 3161, Class F & ASTM D 7158, (Ardmore) Glass H fiberglass reinforced, laminated architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 FL 16305-R4 This evaluation report is provided for StatPage 2 of S e of Florida product approval under Rule 6iG20 3. The manufacturer shall notify CR1 E1< 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_ �j7jCREEK TECHNICAL SERVICES, LLC INSTALLATION ATLAS ROOFING CORPORATION Asphalt Shingles Glass Master® 30 & Basic Wind Speed (V,it): Tough-Mas#erg?? ZO Max. 194 mph Basic Wind Speed (Vase): Max. 150 mph Deck (HVHZ): in accordance with FSC requirements; Solidly sheathed min. 19/32 in. piywood or wood plank for new construction; Min. 15/32 in. plywood existing Deck (Non-HVHZ).- 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. Linderlayment: 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 21:72. 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. — � �z�ils 12. Figure 1. GlassMaster® 30 & Tough -Master@ 20 4 Nail Pattern (Nan-HVHZ only) Mails 12" I A r V T` Y { 17 12" , 12" Figure 2. GlassMaster@ 30 & Tough -Master@ 20 6 Nail Pattern ATL 13002.4 FL 16305-R4 This evaluation report is provided for State of Florida product approval under Rule 61G20- . The manufacturer Shall r€dPa CREEK Technical Services, LLC of a 9 quality Page 3 of any product changes or uaii assurance changes throughout the duration for which this report is valid. This evaluation add report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. = �_­ ATLAS 3 ROOFING CORPORATION SERVICES, LLC: Asphalt Shingles ProLAIVII Architectural Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBG requirements. Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing Deck (rlon-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for Underlayment: new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope than Installation I,IVHZ : ( ) greater 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. Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached "4 using either Nail Pattern" or "6 Nail Pattern" detailed below. 1: /n.:2 g B. 9P%/aNIB C rCCukJ n31 ,—Mi nM Jn.3*"h-ad i' T? ! 77P 7' Q Q a Q lQ d Q Q Q Q L7 Q tq• 8711.` r' Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) _ :M. :2 ya. Sa:trhea, nng shan't raer .g s9 i :.:n mr:. ia•r.,aa i 1 ter s f ' 1 Figure 4. Pro-LAMTTM Architectural Shingle 6 Nail Pattern ATLI 3002A FL 16305-R4 This evaluation report is provided for State of Florida roduet a page 4 of 9 Technical Services, LLC of any product changes or q ality assurance changes then ghoudt the duration or which this rri eport jsR�K This evaluation report does not express nor imply warranty, installation, recommended use, or other n for attributes That are hat specifically addressed herein. € EE TECHNICAL SERVICES, LLC Pinnaclee Pristine & Basic Wind Speed (V„il StormMasterp Shake Basic Wind Speed (Vas,j): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ)_ Installation (Note-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. 15/32 in. plywood existing construction. In accordance with I=BC 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. a9,a- — '!"— i2 4a. gat—M!1d .0&,I -a ilh min, 7.9'hep! I 71? } 6718" + j i Figure 5. Pinnacle® Pristine and 5torrnMasterp Shake 4 Nail Pattern (Non-HVHZ only) Figure 6. Pinnaclet7 Pristine and StormMaster@ Shake 6 Mail Pattern ATL130024 This evetuation report is provided far State of Florida product approval�under Rule 61G2p_g The mane€ac#urer shall notify e 5 of c, Technical Services, LLG of an g Page $ of This evaluation report does not product chan P r quality assurance changes throughout the duration far which this report is valid. specificalfy addressed herein. express nor Imply warranty, installation, recommended use, or other product attributes that are not r CREEK TECHNICAL SERVIcEKS, LLC StormMastere Slate Basic Wind Speed (V„i,): Basic Wind Speed (Va,e): 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. 15/32 in_ plywood or wood plank for new construction; Min. 7116 in. OSIS 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 7. StormMaster@ Slate 4 Nail Pattern 1 9" 1 Figure 8. StormMaster@ Slate 6 Nail Pattern ATL13002.4 This evaluation report is provided fpr $tats of Florida productuapprpvaRunder mule 61G2D-3. The manufacturer shall notify e 6 of y{ Page 6 of 9 Technical Services, rt C e any product changes or quality assurance changes throughout the duration for which this report C valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifcatly addressed herein. �^ CREEK TEc,4j ICAL SERVICES, LLC Pro•Cut@) Starter Strip Basic Wind Speed (Vot): Basic Wind Speed Mlsd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: installation (HVHZ): Installation (hlon-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. 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 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. f —`—`_--------------------------------------------- - - - Figure 9. Fro -Cut® Starter Strip ATL13002.4 This evaluation re ort is FL 16305-R4 p provided for State of FloridPage 7 of 9 a product approval under Rule 61 G20-3_ The manufacturer shall no CF2EEK Technical Services, LLC of any product changes or qualify assurance changes throughout the duration for which this report C valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes thatir, specifically addressed herein. are not }CREEK Tz:cHNICAL SE vtCES, LLC Pro -Cut@ Hip & Ridge Basic Wind Speed (Vint): Basic Wind Speed (Vasd): 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. 7116 in. OSB existing construction. in accordance with FBC requirements. 2:12 and in accordance with FBC requirements. fnstaffed with 5-518 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturers published installation instructions_ The direction of the exposed end shall be away from the prevailing wind- - -- --12" - .. i j ring s;nkmaili a i zz �� 6^ i i i i Figure 10. Aro-CutO Hip & Ridge ATL13002.4 PL eval This Technical Se reporf is prodder for State of Florida erode t apprpvaRunder Rufe 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC e any express changes ar quality assurance changes throughout the duration for which this report s Bal f „ PeThievaluation ion report does not express nor imply warranty, rnstallation, recommended use, or other product attributes that are not CREEK ATLAS ROOFING CORPORATION TiwC€- NjrAj_ SIERWCES, LLr— Asphalt Shingles 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 established for components and cladding and in accordance with FBC requirements. loads 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ_ 4) Classification to ASTM 017158 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 taps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FSC, and the manufacturers 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 5i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer_ ,Lllllttllj NRY R. d I I No 74021 - e Q�. STATE OF Z 0 N A L E�% rlrllr111 CERTIFICATION OF INDEPENDENCE 2015.061.2 12E 9 12:55:48 `041001 Zachary R. Priest, P -E_ Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, norwill products under this evaluation. it acquire, a financial interest in any company manufacturing or distributing CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. P. Zachary R. Priest, n. does not have nor will acquire, a financial interest in an company manufacturingor distributing under this evaluation. y p y g products Zachary R. Priest, P_E. does not have, nor will acquire, a frnanc product. ial interest in any other entity involved in the approval process of the END OF REPORT ATI -13002A This evaluation report C provided for State of Florida product approval under Rule 6 t G20-3, The manufacturer shall notify CREEK Technical Services, LLC of anariges Page S of `- This evaluation mport does n t express nor imply wor arranty, installation tallationrance hn: ommended use,ut anges throughote other n for Product which this butes that is valid. specifically addressed herein. at are not CREEK EVALUATION REPORT Manufacturer; ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 v .atiasroo jna_C0rn Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2014 FLORIDA BUILDING CODE /Ssued Apri! 19, 2015 Category. Roofing Subcategory: Underlayments Code Sections: 1507-2.3,1507-2-4,1507.2-8,1507-2-9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1607.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.32, 1507.5.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9, 1518.4, 1523.1.1, 1523.6.5.2.1 Properties: Physical properties REFERENCES 9D—ttty PRI Construction Materials Technologies (TST6049) Regio-. ATL -033-02-01 Standard Year PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 4798 TAS 110 2001 PRI Construction Materials Technologies (TST6049) ATL -069-02-01 ASTM D 1970 2000 2009 PRI Construction Materials Technologies (TST6049) ATL -090-02-01 TAS 103 PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM D 1970 1995 2009 PRI Construction Materials Technologies (TST6049) ATLA64-02-01 ASTM 0 1970 2009 PRI Construction Materials Technologies (TST6049) PRI Construction Materials Technologies (TST6049) MSA -004-02-01 NEI ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) -006-02-01 NEI -029-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI -045-02-01 ASTM D 1970 TAS 103 2009 PRI Construction Materials Technologies (TST6049) NEI -045-02-01 1995 PRI Construction Materials Technologies (TST6049) NEI -045-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies (TST6049) PRI Construction Materials Technologies (TST6049) NEI -046-02-01 NEI TAS 110 Tensile Adhesion 2000 2007 PRI Construction Materials Technologies (TST6049) -062-02-01 NEI -063-02-01 ASTM 0 1970 2009 PRI Construction Materials Technologies (TST6049) NEI -063-02-01 TAS 103 ASTM D 4796 1995 2001 PRI Construction Materials Technologies (TST6049) PRI Construction Materials Technologies (TSTB049) NEI -063.02-01 NEI TAS 110 2000 PRI Construction Materials Technologies (TST6049) -076-02-01 NEI -076-02-01 TAS 103 ASTM D 4798 1995 PRI Construction Materials Technologies (TST6049) NEI -076-02-01 TAS 110 2001 UL LLC (TST1740) UL LLC (TST1740) 02-NK40952 ASTM D 1970 2000 2009 UL LLC [TST1740) 02-NK40952 ASTM D 2226 2006 UL LLC (TST1740) 02-NK40952 02-NK40952 ASTM D 2626 2004 UL LLC (TST1740) 02-NK40952 ASTM D 4869 ASTM D 6380 2005e01 2003 (2009) ATI -14001.1 1=L17322-Ri Page 1 of 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 �y- l�!`i■p Roofing Underiayments A �ClC?vL ��I�VICE s. L�:.:. 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 it asphalt saturated organic felt undedayment for use in the non-HVHZ only. #30 Specification Felt ASTM D 226, Type Il 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 Roofing ASTM D 6380, Glass M asphalt -saturated organic roll roofing sheet for use in the 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, Glass M asphalt -saturated organic roll roofing sheet for in use the HVHZ and non-HVHZ, WeatherMaster@) Granular ASTM 0 1970 SBS modified, self -adhering underlayment reinforced with a fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ_ The self-adhesive side is covered %Mth a release film, which is removed during installation. WeatherMaster@) Poiyseal ASTM D 1970 SBS modified, self -adhering underlayment with 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- WeatherMasterO TU Ultra ASTM D 1970 and TAS 103 SBS modified, self -adhering undedayment with a non -woven polyester fabric surface for use in the non-HVHZ and HVHZ. The self- adhesive side is covered with a release film, which is removed during installation. WeatherMasterO 201) SE ASTM D 1970 SIBS modified, self -adhering underlayment reinforced with a 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@) Film SE ASTM D 1970 SBS modified, self -adhering underlayment with plastic film surface for use in he HVHZ and non-HVHZ. The self-adhesive side is covered with a split -release film, which is removed during installation. WeatherMasterO Granular SE ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a 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@ PolySeal SE 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. WeatherMaster@ TU Ultra SE TAS 103 SSS 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.. ATL14001.1 FL17322-R1 This evaluation report is provided far State of Florida product a Page 2 of 4 Technical 5enrices, LLC of any product changes or quality assurance changes throughout he duration for which his report sr shall notify v 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 ATLAS ROOFING CORPORATION Roofing Underlayrnents APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below, Deck substrates shall be clean, dry, and free from any irregularities and debris_ Ali 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 1t8" 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@ Granular SE or WeatherMasterQD Granular — maximum 14 days c) WeatherMaster@ Polyseal SE and WeatherMaster@ TU Ultra SE — maximum 90 days d) WeatherMasterO TU Ultra — maximum 180 days Self -adhering underlayments may be adhered to the following substrates as follows in the non-HVHZ: a) WeatherMaster@) Granular, WeatherMaster(] Polyseal, or WeatherMaster@ TU Ultra — primed concrete, plywood, primed plywood, OSB, or primed OSB b) WeatherMaster(D Granular SE, WeatherMaster(D Polyseal SE, or WeatherMaster® TU Ultra SE — plywood or primed plywood c) WeatherMaster0 Granular or WeatherMasteM TU Ultra DensDeck Prime d) WeatherMasterO Polyseal--ACFoam HS 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@) TU Ultra — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive or 3M 2 -Component Roof Tile Adhesive AH -160 b) WeatherMasterO Polyseal SE or WeatherMaster@) TU Ultra SE — 3M 2 -Component Roof Tile Adhesive AH -160 c) SlatelTile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' seal StormBond Roof Tile Adhesive, Dow TileBond, or 3M 2 -Component Roof Tile Adhesive AH -160 Allowable Roof Coverinns- Asphalt Underlayment Shin les #15 Specification Felt Y #30 Organic Saturated Felt Y #30 Speclirration Felt Y #43 Base Sheet Y #90 Mineral Surface Rall Roofing Y1 Gorilla Guard@ FEVER ELT 30 Y SlateMle Underlayment Y4 WeatherMaster@ GranularY WeatherMaster@ Polyseal Y WeatherMastero Tit Ultra Y WeatherMaster@ 200 SE Y WeatherMaster@ Film SE Y WeatherMaster@ Granular SE Y WeatherMasteTO Polyseal SE Y WeatherMasterg TU ultra SE Y Notes: 1) Open valley applications per 1507.2.9.2 Panels and shin Ies Y Y Y Y N Y N N Y Y N Y N Y Y Composite Shingles Y Y Y Y N Y N Y Y Y Y Y Y i Y Y Shingles and Shakes Y Y Y Y N Y N Y Y Y Y Y Y Y Y Slate Shingles Y Y Y Y N Y N Y Y Y Y Y Y Y Y Cray and Concrete Tie N N Y Y Y N Y IU N Y N N N Y Y ATI -14001.1 FL17322-R1 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule SIG20_3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not Specifically addressed herein. ATLAS ROOFING CORPORATION Roofing nnr cs Tl<CHNIC L SFERVICE9, t- UMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Minimum roof slope shall be in accordance with FBC requirements_ 4) Installation of the evaluated product shall comply with this report, the FBG, and the manufacturer's published application instructions_ Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Products described within this report may be used as described in other current FBC product approval documents. 6) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other current FBC product approval documents. 7) 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 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. 11111 rR No 74021 ^gym o'.• STATE OP : 1 i � 0 R e~ CERTIFICATION OF INDEPENDENCE 2015.04.19 14:19:46 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, ILC 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. ENI] OF REPORT ATL14001.1 FL17322-R1 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notiry 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.