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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 7.,�� � ,- 41 — Permit Number: 4 , t_ Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fart Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 6009 .481,ra_ 'Tfa 6 C( Legal Description: -IRCAIC,3�� .t 1 I 09 k I (. Property Tax ID#: 34Q2 --U10 - x _91 -0DO�1 Lot No. �I Block No. Site Plan Name: .7�_ Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: (�Uyf CONSTRUCTION INFORMATION: Additionalwar to e e arme un er t is permit— c ec a appy: ❑HVAC Gas Tank FIGas Piping _ Shutters Windows/Doors LJ Electric Plumbing oSprinklers L 1Generator Roof Roof pitch Total Sq. Ft of Construction: 1; 14c,5411--S� of First Floor: Cost of Construction: $ 35 : 00 Utilities: Sewer 0Septic Building Height: OWNERAESSEE: CONTRACTOR: Name-1,L&-- Address: ame Address: 6001 Stater City: R Zip Code: b It fA Fax: Phone No. `1 1 - 40 - I ILA Cl E -Mail: Ch Fill in fee simple Tit a Halder on next page ( if different from the Owner listed above) Name: Company:11ji Address: Sal �K_ �u�+ ��� �, h, City: MO OrStater Zip Code: 3 14 Fax:. f)' i 3L Phone No. 891-409.-Y526 E -Mail: kmcdcoc,1d Cr SU4a a `s1r(L� c e i�3,� ;trt State or County License: CCt' t3�CQa ` if ualue of construction is $25Q0 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNERIENGINEER: Not Applicable Name: NIA MORTGAGE COMPANY: _ Not Applicable Name: 0 JA -- Address: STATE OF FLORI�DAf Address: City: State: Zip: Phone City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: Address: City: Zip: Phone: City: Zip: Phone: OWNER CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commenconawork or recordine vour Notice of Commencement. Rev. 8/2/17 A, ,A Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORI�DAf STATE OF FLOR,�}D t COUNTY OF � r# %1� -, i LJ COUNTY OF i q -a The for ging instrument was acknowledged before me this day of 201 by The forgoing instr ment was acknowledged before me this day of 0 ' ,� 2C / by Name f per n making statement Name df person making statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identificati n Type of Identification Produced Produced (Signature of Notary Public- i (Signature of Notary Public- State of Florida) Commission No. l�al N(6 ETTEBENIC�I#� Commission No kl� iQ P NICOIj BENICI�I(3 MYCO� Ou#FFD122D9 My COMMISSION # FF112214 EXPIRES: � &e EXPIRES: July t8, 2018 ]utv 18,201S REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 9- Expiration date of notice Of Commencement (the ex " puatian date is one (I} year from the date ofozcording unless a different date is specified} '#4I2;NING TQ ()"j .ER: ANY PAYMENTS MSE BY THE 017v -ER AFT ER ARE CONSIDERED UPROPER PAYMENTS UNDER CHAP TIS EXPIRATION OF THE NOTICE OF COMMENC IN YOUR PAYLNCi TACE FOR 1MPROVE TER 713, PART L SECTION 713.133, FLORIDA STATUTES, AND CAIN I~MENT POSTED ON THE dOB SITE BEFORE THE S TO YOUR PROPERTY_ A NOTICE OF COMMENCE RESULT LENDER OR.ANATTO FIRST INSPECTTON. IF YOU MEND TO OBTAIN FIN W ST DF- RECORDED AND ATTORNEY BEFORE COMMENCING [} �}R RECORDII I rR NQT CE OF CQ1V NCE CO3 9ULT WITH H YOUR .� I EN . Zatorv's e of Owner or�er's u ori ffce irec dPartoer/Manager TitlerOflice The foregoing instrument !vas acknowledged before me this p_�C iLa�f dday of officer, trustee,(name ofperson) as atm IJJ by attorney in fact f (type of author/ (name of party on behalf of whom ' tY, ... e. ]nskumentwas executed). NICOLLE . Sienature af NTotary Public -State of Florida TTE BEIVICHI(} Print type. or stamp commissioned name of Notary MY COHIMISSION # FF112214public os �o EXPIRES: J* 18, 2018Personally Known OR PrO� p Iden " Ttroe of iden cation produced I� n �// fi Verification attrstoant to Section 92.52. Florida Stattrtes Under penalties Ofpequry, I declare that I have read the fore I7 and that the � stymied In at are true to the best of A I / 1 ] knowledge and belief. of nattaaI JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 4376355 12/04/2017 11754:42 AM +tOTICE O ��, r I°ICk lid $ STATE OF OR BOOK 4070 PAGE 2551 - 2551 Doc Type: NC RECORDING: $10.00 COUNTY Ol' t w .. , - TFIE UNDERSIGNED hereby - - - - - - - gives notice that im - - - - - the folio g infi3is provement will be made to certain realproperty,--- 012 provided in this Notice of Commencement and in accordance with Chapter 713, Florida Statutes, f 1. `Deseriplton f property- {legal description of prWerl ,; and street lit ' 1d „p address if available) �. General descript on of improvement: 3. Owner information. - a. Name and address: b. Phone number: c- flame and address of fee sitnple titleholder (if other than ow -ler): 4- Contractor_ a. Name and address: b. Phone number. 7 v 5. is • ,,+ 3L Suretv: Y a. Name and address: 1% A b. Amount of band 5 b. Lender. c. Phare numller, a_ Name and address: b. Phone number: 7. Florins Lath the State ofFlorida designated by Owner upon wham notices or other documents Florida Statutes: onav be served as provided b Sectio - a. Name and address; �1 ks, Y n 13 13(1 b. Phone number. S. In addition to himself Owner designates the followng gluon{s} to receive a copy of the Lienor's Notice a. Name and address: as provided 3n Section 7I3.I3(I){b), b- Phone number; 9- Expiration date of notice Of Commencement (the ex " puatian date is one (I} year from the date ofozcording unless a different date is specified} '#4I2;NING TQ ()"j .ER: ANY PAYMENTS MSE BY THE 017v -ER AFT ER ARE CONSIDERED UPROPER PAYMENTS UNDER CHAP TIS EXPIRATION OF THE NOTICE OF COMMENC IN YOUR PAYLNCi TACE FOR 1MPROVE TER 713, PART L SECTION 713.133, FLORIDA STATUTES, AND CAIN I~MENT POSTED ON THE dOB SITE BEFORE THE S TO YOUR PROPERTY_ A NOTICE OF COMMENCE RESULT LENDER OR.ANATTO FIRST INSPECTTON. IF YOU MEND TO OBTAIN FIN W ST DF- RECORDED AND ATTORNEY BEFORE COMMENCING [} �}R RECORDII I rR NQT CE OF CQ1V NCE CO3 9ULT WITH H YOUR .� I EN . Zatorv's e of Owner or�er's u ori ffce irec dPartoer/Manager TitlerOflice The foregoing instrument !vas acknowledged before me this p_�C iLa�f dday of officer, trustee,(name ofperson) as atm IJJ by attorney in fact f (type of author/ (name of party on behalf of whom ' tY, ... e. ]nskumentwas executed). NICOLLE . Sienature af NTotary Public -State of Florida TTE BEIVICHI(} Print type. or stamp commissioned name of Notary MY COHIMISSION # FF112214public os �o EXPIRES: J* 18, 2018Personally Known OR PrO� p Iden " Ttroe of iden cation produced I� n �// fi Verification attrstoant to Section 92.52. Florida Stattrtes Under penalties Ofpequry, I declare that I have read the fore I7 and that the � stymied In at are true to the best of A I / 1 ] knowledge and belief. of nattaaI Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Legal Description INDIAN RIVER ESTATES -UNIT 09- ELK 71 LOT 27 (MAP 34111 S) (OR 557.2926: 942-2120:1427-982: 3357-1791) Current Values Property Identification Site Addresv: 6007 RAINTREE TRL Parcel ID: 3402-610-0049-004-k Account it: 3x230 Map ID: 341115 Use Type: QTGO Zoning: RSA City/County: Saint Lucie County Ownership Judith.] Murphy (LF EST) 6007 R int— Trl Fort Pierce, FL 34962 Legal Description INDIAN RIVER ESTATES -UNIT 09- ELK 71 LOT 27 (MAP 34111 S) (OR 557.2926: 942-2120:1427-982: 3357-1791) Current Values Iust/MarketValue: $115,000 Assessed Value: $55,171 Exemptions: $56,171 Taxable Value: $0 Taxes for this parcel: SLC Tax Collector`s Office O Download TRIM for Ibis parcel. Download PDF0 Total Areas Finished/Under Air (SF): 1,792 Gross Area (SF). 2,050 Land Size (acres): 0.23 Land Sim (SF)z 10.000 This information is believed to be correct at this time but it is subject to change and is not warranted. 9 Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. EN Southeast Genera! Contractors Group, inc. 3121 Skyway Circle Suite F Melbourne FL 32934 PROPOSAL SUBMITTED TO: Date; - Tob Name• Customer: Job Location: Phone; CONTRACT Email: Office: (877)407-3535 Fax: (877) 756-0007 www.southeastcontracting.com CGC060247 • CCC1330002 JOB DESCRIPTION: Remove existing roofing and install new asphalt shingles Shingle Color: - - x Drip Edge Color: ` ATLAS PRISTINE PINNICLE: • Provide roofing permit • Provide trash removal to a Legal off-site facility • Remove existing roofing dow,n,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 Low Profile Ridge Vent/Cobra Ridge Vent X i • Install new exhaust vents (Galvanized) and lead boots • Install ATLAS PINNACLE STARTER SHINGLE • Install ATLAS PINNACLE PRISTINE PRO -CUT • Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD SHINGLE $ ADDITIONAL ITEMS: • 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 SWR):SWR (also called Sealed Roof Deck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to the sheathing or £barn 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 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.) Notes: • Install CERTAINTEED ALL WEATHER EMPIRE BASE/PLY • Install CERTAINTEED FLINTLASTIC-GTA CAP SHEET • Install new primed drip edge 3: x 3" aluminum with Matrix - 201 Premium SBS Flashing Cement • Install new metal 16" -- 26ga set in Matrix'" 201 Premium SBS Flashing Cement at sloop roof tie-in 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 s1f Screens and screen enclosures Flashing, step, counter or base: ................. Cost $17.251/f labor and material Solar heater removal or replacement Gutter removal: ........................................... Cost $ ,50 Skylights Rafter tail repairs: ....................................... Cost $120.00 each Truss repair Skylight replacement and flashing:.........- Cost $475.00 each Stucco repair ............................................... Cost $37.50 per square foot GENERAL TERMS AND CONDITIONS 1. Change orders, contractor may accept a "change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to reflect the change, and the same shall be in writing and signed by the Owner and Contractor. Any increase to the contract price shall be paid by the Owner upon ordering the work called for in such `than e order or 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-Karranttyy/5 year on workmanship. Material Warranty 30 -year limited warranty. 4. Same a Cash (SAC) Financing (3, 6,12,18, 24 months) options will require an additional upfront fee. Standard (1-12) pears financing is offered with no upfront fees. All financing is contingent upon credit approval. Standard Home Improvement financing offered from 9.99% APR for A and A+ credit rating. Southeast General Contractors Group Inc. partners with EnerBank Improvement loans. 5. Existing gutters will be removed or detached to allow for the installation of the new roofing system. Sourtheast General Contractors Group, Inc. will attempt to save the gutters but in the event they are da•naaged the Owner accepts full responsibility for said gutters. Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) , Notes 1 ' t Flachi C-ement at stoop rO W -in --- - WIND MITIGATION: . Southeast General Contractors Group, Inc. will provide a Wind Mitigation Report for an additional fee of $175.00 NOT INCLUDED: Gutters ADDITIONAL ITEMS: Plywood:...................................................... }x'— Cost $80.00 per sheet labor and material + �) Metal fascia trim Fascia: ........................................................... Cost $18.8011f labor and material Metal roof structures Second layer removal; ........ ........................ Cost $28.00 per square Satellite dish removal or replacement Chimney flashing:...............................I...... Cost $225.00 plus stucco if required at $37.50 per slf 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 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 char e, 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 `changge order or 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 Warranty/5 year on workmanship. Material Warranty 30 -year limited warranty - , 4. Same a Cash (SAC) Financing (3, 6,12,18, 24 months) options will require an additional upfront fee. Standard (1-12) ears financin is offered with no upfront fees. All fmancing is contingent upon credit approval. Standard Home improvement financing offered from 9.9395 APR for and A+ credit 'at ng- Southeast GenerarContractors Group Inc, partners wish EnerBank Improvement loans. 5. Existing gutters will be removed or detached to allow foz the installation of the new roofing system. Sourtheast General Contractors Group, Inc. will attempt to save the gutters bu# in the event they are da.naaged the Ownez 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: Deposit: Is due upon executing this contract. $ a " Draw #I: Is due when the roof is dried -in, before shingles are delivered. $ - t Draw #2: Is due upon the final inspection. $ �_s All material is guaranteed to be as specified. Aft work to be completed in a workman Iike manner according to standard practices. Any alteration or deviation from above 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.. AUTHORf+ ED El ACCEPTED -0 >,Z- Date: Signature ,' "", Date ti 9 Southeast General Contractors Group, Inc. .. Signature: Date 1�FAGLEVIEW 0 LENGTH DIAGRAM Total Line 'Lengths: Ridges = 104 ft Hips = Oft Valleys = 78 ft Lakes = 135 ft Eaves = 102 ft Premium RePOR 11/27/2017 Flashing = 0 ft Step flashing = 0 ft Parapets = 0 ft Note: This diagram contains segment lengths rounded to the nearest whole number over 5.0 Feet. In some cases segment labels have been removed far readabili .Plus si ns reface some numbers to avoid confusion when rotated e.. +6 and +9). 2606-2017 Eagle ViOW Tedindogles, Inc. and ictume 8 SYS 2S oRai C ` . 9,1358737; $6 6 9fi1; 5 514,568b$ &161jwn 815 2, 90'9,244,i R9; 9,329,749 4,599,466. OkhP aYenS P d of nq. a [Nos. 8,078,4iS; $1145,578; 8,176,$46: PAGE 4 Premium Report r,-- EAGLEVIEWO 11/272017 600Raintree Tr, FortPierce,sr, repo 08 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 5/12 t 10 +-5 5-+ u, 1 � 5 5 -1, E A 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. Blue shading indicates a pitch of 3/12 and greater. .P 2908-2617 Ea91e Vie.v Teo7nologles, Inc and Plctometry lnternaba l Carp, —All Rignts Reserved — Protected by European PatentApplication No. 10152199.3 —Covered by one or more of U.S. Patent Nos. 8,878,436; 8,145,578; 8,170,856; 8.209,552; 81515,175;: 8,825,451; 9,115,737; 8,670,961; 9,514,568; 8,818,770; 6,542,860; 9,294,539; 9,329,759; 9,549,466. Other Patents Pending. PAGE 5 Lei I: i -= 1 -:4 Nk TECHNICAL SERVICES� EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 57 EDITION (2014) Category: Rooting Subcategory: Asphalt Shingles Code Sections: 15072.5, 15072.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Enti 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 (TST587B) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Pill 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) Rer)ort 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 ATLA 19-02-01 ATL -123-02-01 ATL -125-02-01 ATLA27-02-01 Rev i ATL -132-02-01 ATL -133-02-01 PRI Construction Materials Technologies (TST5878) ATL -135-02-01 PRI Construction Materials Technologies (TST5878) ATL -136-02-01 PRI Construction Materials Technologies (TST5878) ATL -1 37-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL -138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) 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 -152-02-01 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 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 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 7AS 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 197 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 Issued June 23, 2015 Year 2009 1995 1985 2009 2009 2009 1995 2009 1995 1995 1995 20084 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2089 2008d 20084 2009 1995 2009 1095 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL -169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -170-02-01 ASTM D 3462 2009 ATI -13002.4 FL 16305-R4 Page 1 of 9 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. �-•e �`� ATLAS ROOFING CORPORATION Asphalt Shingles Ti=CHi*1tcAL SERVICES, LLC PRI Construction Materials Technologies (rST5878) ATL -171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5678) ATL -184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -186-02-01 TAS 100 1995 PRE Construction Materials Technologies (TST5878) ATLA 87-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION 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 D 3462. ProLAMT"' Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462_ Pinnacle+? Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime wfScotchgard stripes that complies with ASTM D 3462 (Dangerfield, Hampton & 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. StormMaster© Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK 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 egress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ CREEK TECHNICAL. SERVICES, LLC INSTALLATION GlassMasterc) 30 & Basic Wind Speen (VLit): Tough -Master® 20 Basic Wind Speed (Va,d) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shing les 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 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below- lnstalled 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 u6 Nail Pattern" detailed below. — - 3F �_--_ 7�•. t 2 -- - Figure 1. GlassMaster®30 & Tough-Master0 20 4 Nail Pattern (Non-HVHZ only) A i Nails L__j I 4 t Y . I Figure l GlassMaster030 & Tough-Master020 6 Nail Pattern ATL13002-4 FL 16305-1R4 Page 3 of 9 This evatuation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CfREEK 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 TECi4r4[cAL SERvicFS, L -LC ProLAMT"a Architectural Basic Wind Speed (V,,,r): Basic Wind Speed (Veld): 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 'S 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 uS Nail Pattern" detailed below. win. i! Ga_ 9a'2n2ed muNn9n37 C7 O C9 CD O C] =1 O Fr e- s �- Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) i -- 4�F, t: ya"C� v.t^.�zae. r4 s �riarx rccr g �a r.Y;h tltn.l'B'EcaC - � 7r F' I I Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 4 of 9 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. CREED TECHNICAL SERA fICcs, LLC. PinnacloO Pristine & Basic Wind Speed (Vv,t)- StormMaster@ Shake Basic Wind Speed (Vasa): 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 equirements;Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction, In accordance with FSC 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 FISC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. tin. 12 ge. 00—ked rooting no — Kith mem, yg' hsaa C-3 J -- s — 1 r i s i ! 67ir 1 1 1 i t p i t Figure 5. Pinnacleo Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) -, _-'•Haan I Figure 6. Pinnacle@) Pristine and StormMaster0 Shake 6 Nail Pattern ATL13002.4 FL 16305-R4 This evaluation report is provided€or State of Florida product approval under Rule 61G20-3. The manufacturer shall notf 9CREEK 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 specificaily addressed herein. CREEK TECHNICAL SERVICE s, LLC StormMastet@ Slate Basic Wind Speed (Vit)-. 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 I=BC 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 sheaved 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 6.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or 46 Nail Pattern" detailed below. Figure 7. StormMaster0 Slate 4 Nail Pattern Figure 8. StrormMasterta Slate 6 bail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 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. [4CREEK - l tei✓'HNI CAL SERVtCSS, LLC Pro -Cut@ Starter Strip Basic Wind Speed (Vu„): Basic Wind Speed (V,Sd): beck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max_ 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction_ In accordance with FSC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. USB existing construction. In accordance with FBC requirements. 2:12 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. j 3E' ------------------------------------------------- TT-12 I- ------•------------------i 1l'-Sa_1-12'nrs aharcnau f • � 1 i i _ 77 Figure 9. Pro-CutE@ Starter Strip ATL13002.4 FL 16305-R4 This evaluation report is provided fior S#ate of Florida product a Page 7 of 9 Technical Services, LLC of any produce changes or quality assurance changes throughout the duTilration for which this ll report isy CREEK This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 71 K CREE I - TECHNICAL SERVICES, ICE&, LLC Pro -Cut@ HIP & Ridge Basic Wind Speed (VLjt): Basic Wind Speed (V11d): 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 woad plank for new construction; Min. 7116 in. 0813 existing construction. in accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-518 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Figure 99. Pro -Cut@ Hip & Ridge ATLI3002.4 FL 16305-R4 This evaluation repnri is provided for State of Florida redact a Rage 8 of 9 Technical Services, LLC of an g p pproval under Rule 61 G20-3. the manufacturer shall notify CREEK y product changes dr qualityassurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not Specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles i TEcHN[[cA[- SERVrcES. LLC UMITATioNs 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 underiayment 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 fisted in this report shall be manufactured under a quality assurance program In com[lance with Rule 61 C20-3. p COMPI..IANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. `trot{itfilildlfiff ., a � No 74021 e � M 5M1 •� • Zy 3 % STATE OF 4ti - �pffflONgi CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 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 ATL13002.4 FL 16305-R4 This evaluatit�n report is provided for State of F€arida roduct a Page 0 of 9 Technical Services, LLC of any product changes ar quality assurance changes throughput he dur ton for which this) report 5[valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product atkribukes that are not specifically addressed herein. CREEK 1 i TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Shite 800 Atlanta, GA 30328 (770) 612-6267 vv1.-i v,atlasrooisnrj.Corr; Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 298.24 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2014 FLORIDA Bull -DING CODE Issued April 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, 1507.4.52, 1507.4.5.3, 1507.5.3, 15017.5.32, 1507.6.3, 1507.6.3.2, 1507.6.5, 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 Entity Report No- Standard Year PRI Construction Materials Technologies (TST6049) ATL -033-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM 171970 2009 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies (TST6049) ATL -068-02-01 TAS 110 2000 PRl Construction Materials Technologies (TST6049) ATL -069-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) ATL -090-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) ATL -149-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) ATL -164-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) MSA -004-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) NEI -006-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI -029-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) NEI -045-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI -045-02-01 ASTM D 4798 2001 PRI Construction Mate6ais Technologies (TST6049) NEI -045-02-01 TAS 110 2000 PRi Construction Materials Technologies (TST6049) NEI -046-02-01 Tensile Adhesion 2007 PRI Construction Materials Technologies (TST6049) NEI -052-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) NEI -063-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI -063-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies (TST6049) NEI -063-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST6049) NEI -076-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI -076-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies (TST6049) NEI -076-02-01 TAS 110 2000 UL LLC (TST1740) 02-NK40952 ASTM 0 3970 2009 UL LLC (TST1740) 02-NK40952 ASTM D 226 2006 UL LLC (TST1740) 02-NK40952 ASTM D 2626 2004 UL LLC (TST1740) 02-NK40952 ASTM D 4869 2005e01 UL LLC (TST1740) 02-NK40952 ASTM D 6380 2003 (2009) ATI -14001.1 FL17322-R1 Page 1 of 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. CREEKATLAS ROOFING CORPORATION Roofing Underlayments TEc:HNiCAL SF-RVICES, L15-11- PRODUCT f_�PRODUCT DESCRIPTION #15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #30 Organic Saturated Felt ASTM D 4869, Type II asphalt saturated organic felt underlayment for use in the non-HVHZ oniv. #30 Specification Felt ASTM D 226, Type II asphalt saturated organic felt underlayment for use in the HVHZ and non-HVHZ. #43 Base Sheet ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt underlayment for use in the HVHZ and non-HVHZ- on-HVHZ#90 #90Mineral Surface Roll ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the Roofing HVHZ and non-HVHZ. Gorilla GuardO EVERFSL.T 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. Slate/Tile Underlayment ASTM D 6380, Glass M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMasterD Granular 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 frim, which is removed during installation. WeatherMasterD Polyseal 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 underlayment 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 200 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 split -release film, which is removed during installation. WeatherMasterO Film SE ASTM D 1974 SBS modified, self -adhering underlayment with plastic film 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. WeatherMastere 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@ PoiySeal 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 intra 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. ATL14001.1 FL17322-R1 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 TEcHNYCAL SERVIcEs. LLC ATLAS ROOFING CORPORATION Roofing Underlayments APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FEC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 'Is' 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 f=elt, and #40 Base Sheet — exposure for than 24 hours may adversely affect product performance b) WeatherMaster@ Granular SE or WeatherMaster@ Granular— maximum 14 days c) WeatherMaster@ Polyseal SE and WeatherMaster@ TU Ultra SE — maximum 90 days d) WeatherMaster@ 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 OSIS b) WeatherMaster@ Granular SE, WeatherMaster@ Polyseal SE, or WeatherMaster@ TU Ultra SE — plywood or primed plywood c) WeatherMaster@ Granular or WeatherMaster@ TU Ultra — DensDeck Prime d) WeatherMaster@ 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) WeatherMaster@ Polyseal SE or WeatherMaster@ TU Ultra SE — 3M 2 -Component Roof Tile Adhesive AH -160 c) Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal Storm Bond Roof Tile Adhesive, Dow TileBond, or 3M 2 -Component Roof Tile Adhesive AH -160 Allowabfe Roof Coverinas: Underlayment Asphalt Shingles Metal Roof Panels and Shingles Composite Shingles Wood Shingles and Shakes state Clay and Concrete Tile #15 Specification Felt Y Y Y Y —Shingles Y N #130 Organic saturated Felt Y Y Y Y Y N #30 Specification Felt Y Y Y Y Y Y #43 Base Sheet Y Y Y Y Y #90 Mineral Surface Rall Roofing Y' N N N Y Gorilla Guard®EVERFELT30 Y Y HN Y Y N SlateMle Underlayment Y1N N N Y WeatherMastel(D Granular Y N Y Y Y N WeatherMaster@ Polyseal Y Y Y Y Y N WeatherMastere Til Unca Y Y Y Y Y Y WeattterMaster@ 200 SE Y N Y Y Y N WeatherMaster@ Film SE Y Y Y Y Y N WeatherMaster@ Granular SE Y N Y Y Y N WeatherMaster(& Polyseal SE Y Y Y Y Y Y WeatherMasterfiD TU Ultra SE Y Y Y Y Y Y d . e! VNGI1 YOfIGj, p],il,vll[iGl1USIJ pur FaU!_G_y.L ATL140D1.1 i=L17322-R1 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61624-3. 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 1lnderlayments TECHNICAL SERVICES, LLC: UMiTATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) illtinimum roof slope shall be in accordance with FBC requirements_ 4) 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. 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_ �14ii1i11ljlj .•,���pE� s�.•.�s� ' No 74021 20 1 5.04.19 = � ---14:19:46 ' STATE OF .' �.� o'• = -04'00' .' 10 R t p P •� Zachary R. Priest, P.E_ ..........d` Florida Registration No. 74021 i ��*�� Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P -E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ENA 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 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.