Loading...
HomeMy WebLinkAboutScan_0153ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 12/12/17 CCIL] NTY F z o R r D n Permit Number: 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: 5149 Turtle Creek Place Fort Pierce,FL 34981 Legal Description: River Branch Estates Lot 5 Property Tax ID #: 3404-809-0009-000-5 Site Plan Name: Project Name: Holden Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove shingles, renail deck, install underlayment, install new asphalt shingles Lot No.5 Block No. CONSTRUCTION INFORMATION: Additional work to b rformed under this permit —check all that appy: HVAC Gas Tank []Gas Piping _ Shutters []Windows/Doors Electric Plumbing OSprinklers Generator Z Roof Roof pitch Total Sq. Ft of Construction: �q Gt (0 Cost of Construction: $ 17000.00 S Ft. of First Floor: _ Utilities: Sewer E1 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Viola Holden Name: Larry Mcdonald Address: 5149 Turtle Creek PI Company: Southeast General Contractors Group City: Fort Pierce State: FL Zip Code: 34981 Fax: Phone No. 772-812-1212 Address: 3121 Skyway Cir ste F City: Melbourne State: FL Zip Code: 34981 Fax: 772-673-7833 Phone No. 877-407-3535 E -Mail: vmom006@yahoo.com Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail: Imcdonald@southeastcontracting.com State or County License: ccc1330002 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: i Not Applicable Narr Name: Address. Address: City State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: - City; City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit 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, l do hereby agree that I will, in all respects, perform the work in accordance with the approved pians, 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 commencingvvork or recording your Notice of Commencement. I Rev. 8/2/17 Vr Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA_ `� iuci,, C STATE OF FLORIDA11 LUC q COUNTY OF _ COUNTY OF T t -- The for ping instrument was acknowledge before me this day of (! , 20 y The forgoing inst ument was acknowledged before me this day of - ev( 20 C71by 4�rA- moax-p-, t d Lar(\ -k V��-nonq(d Name of person rnaking statement Name ofp s n making statement Personally Known _-4—OR Produced Identification Personally Known ll� OR Produced Identification Type of Identification Type of Identification Produced Produced 14 (Signature of Notary Public- State of Florida) (Signature of Notary Public- State of Florida ) Commission Nc� 11- 3'k �i '"`° bLLETTEBENICHI vw+e�+mn+w►+ti+ ommission NNTt�jai HICOLW$EBENICH10 MY COMMISSION # FF11221 EXPIRES: July 18, 201$ MY coMMISSION d FF112219 EXPIRES: July 18, 2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Michelle Franklin: CFA-- Saint Lucie County Property Appraiser --All rights reserved. Sete Address- Parcel ID: Account#: Map ID: Use Type: Zoning: City/county: Ownership Harland M Holden Viola L Halder 5149 TbAc Creek PI Fart Pierce - FL 34981. Legal Description RIVER BILANCH ESTATES LAT 5 (0.50AC) (OR 1269-773) Current Values JUSL( Markel Value: $218,100 Assessed Value: $183,851 Exemptions: $50,000 Taxable Value: $133.851 Taxes for this pareel: SLC Ta, Collector's Ofcc Q Download TRIM for this parcel: rlowaduad PDE 12 Total Areas FineshedlUnder Air (SF): 2,191 Gross Area (SF): 3,784 Land Size (acres): 0.5 Land Slee (SF): 21,780 Property Identification 5149-1'URILE CREEP: WAY 3404.809.0009A00.5 128798 341045 0100 RS -2 Saint Lucie County This information is believed W be correct at this time but it is subject to change and is not warranted. 9 Copyright 2017 Saint Lucie County Property Appraiser.Allrights reserved. MR Southeast General Contractors Groop, Inc. 3121 Skyway Circle Suite F Melbourne FL 32934 PROPOSAL SUBMITTED TO: Date:lob Name: customer: Job Location: :. i4 Phone: . CONTRACT Email: JOB DESCRIPTION: Remove existing roofing and install new asphalt shingles Shingle Calor: _ x Drip Edge Color:'.'` { ,� , x - ATLAS PRISTINE PINNICLE: �� 6�Office: (877)407-3535 Fax: (877) 756-0007 www.southeastcontracting.com CGC060247 • CCC1330002 I' bLu°.[ • Provide rooting permit • Provide trash removal to a legal off-site facility . Install all new valley metal 16" 26ga set in plastic roofing cement. (If required) • Remove existing roofing down to the wood deck • Re lace all bad decking (:•. sheets included additional sheets billed • Install new drip edge 3" x 3" aluminum • Install new Low Profile Ridge Vent/Cobra Ridge Vent X at $80.00 each) • Re -nail deck as required by Hurricane Mitigation Retrofit Manual . Install new exhaust vents (Galvanized) and lead boots . Install ATLAS PINNACLE STARTER SHINGLE (Based on 553.844 F.S.) • Install ATLAS Summit 60 underlayment • Install ATLAS PINNACLE PRISTINE PRO -CUT • Install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD Plywood:...................................................... SHINGLE $ ADDITIONAL ITEMS: Fascia: ........................................................... • 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): Chimney flashing: ...................................... 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. Gutter removal: ........................................... • 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 $80.40 each) Re -nail deck as required by Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Notes: ,i • Install CERTAINTEED ALL WEATHER EMPIRE BASE/PLY • Install CERTAINTEED FLINTLASTIC-GTA CAP SHEET • Install new primed drip edge 3: x 3" aluminum with Matrix n 201 Premium SBS Flashing Cement • Install new metal 16" - 26ga set in Matrix m 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 Of 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 accepOwner a "change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to reflect the Chan e, and the same shall be in writing and signed by the wner and Contractor. Any increase to the contract price shall be paid by the Owner upon or-ering the work called for in such change 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 Warranttyy/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) years financing is offered with no ancin is contingent upon credit approval. Standard Home Improvement financing offered from 9.99% APR for A and A+ credit upfront fees. All fi rating. Southeast n ndrifContractors 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 damaaged the Owner accepts full responsibility for said gutters. Skylights Rafter tail repairs....... -._ Cost S i -,0.00 cad, Truss repair Skylight replacement and flashing .... Cost $4 5.GO each Stucco repair ............................................... Cost S33,50 per square foot GENERAL TERMS AND CONDITIONS Change orders, contractor may accept a "change order" to the ppeat- specifications or equipment. In addition, the total price increased or decreased to reflect the charge, 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 ©caner upon ordering the work called for in such changge order or upon execution of the change order as required by the contractor. Southeast General Contractors Group, Inc. is responsible for completion of work in compliance with contract documents and for quality of material and workmanship in accordance with standard specifications. Labor Warranttyyl5 year on workmanship. Material Warranty 30 -year limited warranty. Same a Cash (SAC) Financing (3, 6, 12,18, 24 months) options will require an additional upfront fee. Standard (1-12) years financing is offered with no upfront fees. All financing is contingent upon credit approval. Standard Home Impzovement financing offered from 9.99% APIC for A and A+ credit rating. Southeast General Conteactors Group lnc. partners w th EiaerBank Improvement loans. Existing gutters will be removed or detached to allow for the installation of the new roofing system. 5ourtheast General Contractors Group, Inc. will attempt to save the gutters but in fixe event they are damaaged the Owner accepts full responsibility for said gutters. r: 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. f Draw #I: Is due when the roof is dried -in, before shingles are delivered. $ - Draw #2: Is due upon the final inspection. $ AM material is guaranteed to be as spec*fued. All work to be completed in a workmanlike 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 I0 days and is void thereafter at the option of the undersigned. ACCEPTANCE OF PROPOSAL The above prices, specific tions and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be trade as outlined above. AUTHORI?ED'O/ ./ ACCEPTED ❑ Date -. Signature: ' , 1 Date Southeast General Cfontractors Group, Inc, Srgnatute: Date 1;� EAGLEVIEW 0 LENGTH DIAGRAM Total Line Lengths: Ridges = 64 ft Hips = 205 ft Valleys = 61 ft Flakes = 0 ft Eaves = 325 ft Premium Report 11/25/2017 Flashing = 11 ft Step flashing = 23 ft Parapets = 0 ft w V__ Note: This diagram contains segment lengths rounded to the nearest whole number over 5.0 Feet. In some cases segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.q. +6 and +9). ;c 2888-2817 Eagle View Technologies, 1nc. and Pietometry International Corp. –All Rights Reserved– Protected by Pump— Patent App c4ion No. 18152199.3 – Covered by one or more of U.S. Patent Nos. &,878,436„ 8,145,578; 8,170,&46; 8,209,15<; 8,515,125; 8,625,454; 9,135,737; 8,678,951; 9,514,568; 8,B18,770; 8,542,688; 9,244,589; 9,329,759; 9,599,466, Other Patents Pestling. PAGE 4 1;� EAGLEVIEW'Premium Report 11/25/2017 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 6/12 F +6 T m k +6 m r o� +6 F +6 + + Ui i Note: This diagram contains labeled pitches for facet areas larger than 20.0 square feet. In some cases pitch labels have been removed for readability. glue shading indicates a pitch of 3/12 and greater. c` 2068-2+017 Eagle View Technologles, Inc. and Pictometry International Corp. — All Rights Reserved — Protected by European Patent Application No. 13162199.3 — Covered by one or more of U.S. Patent Nos. 8,5178,436; 8,145,57$; 8,770,844; 8,249,152; 8,515,125; 8,825,554; 9,135,737; 8,670,961; 9,514,569; 8,618, 0; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 5 Certificate of Authorization No. 29524 CREEK1752-0 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 15, 2017 GlassMaster@ 30 2000 Riveredge Parkway, Suite 800 (Ardmore & Hampton) Atlanta, GA 30328 Tough -Master@ 20 (770) 612-6267 Manufacturing Plants: Hampton, GA Pro-Cut@ Hip & Ridge Meridian, MS (Ardmore & Hampton) Dangerfield, TX Ardmore, OK Pro -Cut® Starter Strip Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE ASTM D 3161, Class F & ASTM D 7158, Gass H fiberglass reinforced, laminated Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.6, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain PRODUCT DESCRIPTION stripes that complies with ASTM D 3462. Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. GlassMaster@ 30 ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master@ 20 ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-Cut@ Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, (Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMT" Architectural ASTM D 3161, Class F & ASTM D 7158, Gass H fiberglass reinforced, laminated (Hampton, Franklin & architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant Meridian) stripe that complies with ASTM D 3462, Pinnacle@ Pristina, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle() Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton,. Franklin & Meridian) StormMaster@ Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.5 FL 16305-R5 Page 1 of 1 i This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION ECREEKAsphalt Shingles TECHNICAL SERVICES, LLC StormMaster@ State ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two, dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL -C79-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA 09-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATLA 19-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -132-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -11 35-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATT. -137-02-01 Rev 1 ASTM D 715B 2008d PRI Construction Materials Technologies (TST5878) ATL -138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -157-02-01 ASTM D 3161 2009 PRE Construction Materials Technologies (TST5878) ATL -168-02-01 ASTM D 3161 2009 TAS 107 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 PRI Construction Materials Technologies (TST5878) 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 (TST5878) 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 PRI Construction Materials Technologies (TST5878) ATL -187-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -220-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -220-02-02 TRS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-03 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -220-02-04 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -221-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -221-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-03 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -221-02-04 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -222-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -222-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-03 ASTM D 3161 2009 ATI -13002.5 FL 16305-R5 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ATLAS ROOFING CORPORATION Asphalt Shingles Entity Report No. Standard Year TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -222-02-04 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -223-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -223-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -223-02-03 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -223-02-04 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL -224-02-01 ASTM D 3462 2009 PRi Construction Materials Technologies (TST5878) ATL -225-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL -225-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-03 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL -225-02-04 ASTM D 7158 20084 ATI -13002.5 FL 16305-R5 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKG ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES. LLC INSTALLATION Legend Basic Wind Speed (V„ it): Basic Wind Speed (Vw): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 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 FSG requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 1. Legend 4 Nail Pattern (Non.HVHZ only) Figure 2. Legend 6 Nail Pattern ATI -13002.5 FL 16305-R5 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FIM 11CREEK { _�_'Ct- LAICAL SERVICES. ILL— GlassMaster@ 34 & Tough -Master@ 20 Basic Wind Speed (Vu33): Basic Wind Speed (V.sd): 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 5 -inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or °6 Nail Pattern" detailed below. Figure 3. GlassMaster@ 30 & Tough -Master® 20 4 Nall Pattern (Nan-HVHZ only) 36^ Nair ,1 a�w � ago � won Figure 4. GlassMaster@ 30 & Tough -Master@ 20 6 Nail Pattern ATL13002.5 FL 16305-R5 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t CHEEK TECHNICAL". SERVICES, LL PrOLAMTM' Architectural Basic Wind Speed (Vu,t)-, Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or woad 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 Hoofing 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. 42" SINGLE Y;" SEALANT LINE PATTERN 1" LENGTH ON: I OFF r" — .. 13 Ile TYP _..______________________ __. ____ _,.._----------- --___-_ ___._�..-._�..,.__.______.____._->.-_-_________-____._. f � LIQ` )�AIllHG AREA Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) 14 11 Figure 6. Pro -LAM- Architectural Shingle 6 Nall Pattern ATL13002.5 FL 16305-R5 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GEEK TECHNICAL SERVICES. ILC Pinnacle) Pristine & Basic Wind Speed (V,Fit): 5tormMaster@ Shake Basic Wind Speed (V.d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements - Solidly sheathed min. 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. (SSB 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. GOJBLE A" SEAL,a-T Li,4E PATrE N TOP; 1" LENGTH Ohl: 3' OFF E{7-CGP,4: 7" LENGTH ON: 1" OFF 13 f7.1' 1YP �� ....__ __... ____._._____..__-_ ____._-. __._________________ ______________________________________________,.___.__...________.._.. _- _-.--_-___-.......__.____._..__.._. L11" NAi1NG AREA F7.1 14 X11 Figure 7. Pinnacle® Pristine and StormMaster0 Shake 4 Nail Pattern (Non-HVHZ only) DOUBEE Y SEALANr UNE PA.TFErN TaP: 1 LENGTH QN: 3` OFF BaTTOW.: 1" LENGTH ON: l" OFF 44:, hp ------- -- ------- --......_--- ------------. --'-------- - -------------------- -----. ---f_-- �___.___.____. _-_.___ ._.._ L _�---� �_--d- ��_- am_ sa_- Ll mAJUNG AREA 71 6 7'T $ & Figure 8. Pinnacle@) Pristine and StormMaster® Shake 6 Nail Pattern ATL13002.5 FL 16305-R5 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 14" NCREEK TECHNICAL. SERVICES, LLC StormMaster@ Slate Basic Wind Speed (V Ft): Basic Wind Speed (Vasd) Deck (HVHZ). Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Nan-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in. plywood Or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. in accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:.12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below, Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 9. 5tormMaster@ Slate 4 Nail Pattern T 1 Figure 10. StormMasterfl Slate 6 Nail Pattern ATI -13002.5 FL 16305-R5 Page & of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. Tire 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 express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES. LLC Pro -Cut® Starter Strip Basic Wind Speed (Vu,t): Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Llnderiayment: Min_ slope: fnstailation (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. 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. ----------------- ! ------------- Ha gtort ri,g shank Hall =tll Figure '11- Pro-CutO Starter Strip ATI -13002.5 FL 1$305-R5 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, r 12 ga. 1-1/2" ring I � shank nail I I 12" 6" I E I Figure 12. Pro -Cut@ Hip & Ridge ATL13002-5 FL 16305-R5 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLQ Pro -Cut@ Hip & Ridge Basic Wind Speed (VLIt): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in.. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for Underlayment: new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. Min. slope: 2;12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-518 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. r 12 ga. 1-1/2" ring I � shank nail I I 12" 6" I E I Figure 12. Pro -Cut@ Hip & Ridge ATL13002-5 FL 16305-R5 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK ATLAS ROOFING CORPORATION TECHNICAL SERVICES, LSC 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 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-#t or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturar'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 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 5" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. '`.0% No 74021 r • STATE OF .:441 %ss'-...0 R NA6t,�`` CERTIFICATION OF INDEPENDENCE I/A. L, t5_ 2017-06.15 19:0+6:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing Products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, 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 ATL13002.5 FL 16305-R5 Page 11 0# 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK Technica[ 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. EVALUATION REPORT Manufacturer: Quality Assurance: SCOPE Category: Subcategory: Code -Sections: Properties: REF=ERENCES ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 !V—W .atlasrgQR0g con UL LLC (QUA9625) Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2014 FLORIDA BUILDING CODE 'sued Agri! 19, 2015 Roofing Undertayments 1507.2.3, 1507.24, 1507.2.8:31.25,o7 .29.2, 1507.3.3, 1507.4,5. 1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5 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, 71507.8, 1507.9,3, 1507.9.3.2, 1507.9.5, 1507.9.9, 1518.4, 1523.1.1, 1523.8.5.2.1 Physical properties Enti FIR] Construction Materials Technologies (TST6049 ) PRI Construction Materials Reoort No ATL -033-02-01 Standard Year Technologies (TST6049) PRI Construction Materials Technologies (TST6049 ATL-068-02-01 ASTM ❑ 226 ASTM D 1970 2006 2009 PRI Construction Materials Technologies (TST6049 PRI Construction Materials Technologies ATL -068-02-01 ATL -068-02-01 ASTM D 4798 2001 (TST6049) PRI Construction Materials Technologies (TST6049) PRI ATL -069-02-01 ATL TAS 110 ASTM D 1970 2000 2009 Construction Materials Technologies (TST6049) PRI Construction Materials Technologies -090-02-01 ATL TAS 103 1995 (TST6049) ) PRI Construction Materials Technologies (TST6049) PRI -149-02-01 ATL- 164 02-01 ASTM D 1970 ASTM D 1970 2009 2009 Construction Materials Technologies (TST6049 PRI Construction Materials Technologies MSA-004-02-01 NEI -006-02-01 ASTM D 1970 2009 (rST6049) PRI Construction Materials Technologies (rST6049) PRI Construction Materials NEI -029-02-01 NEI -045-02-01 TAS 103 ASTM D 1970 1095 2009 Technologies ST6049) � PRI Construction Materials Technologies (fST6049) PRI Construction Materials Technologies NEI -045-02-01 NEI -045-02-01 TAS 103 ASTM D 4798 1995 2001 (TST6049) PRI Construction Materials Technologies (TST6049) PRI Construction Materials Technologies NEI -046 - NEI -062-02-01 TAS 110 Tensile Adhesion 2000 2007 (TST6049) PRI Construction Materials Technologies ST6049) (T NEI -063-02-01 ASTM D 1970 TAS 103 2009 1995 PRf Construction Materials Technologies (TST6049) PRI Construction Materials NEf-063-02-01 ASTM D 4798 2001 Technologies (rST6049) PRI Construction Materials Technologies (TST6049 ) NEf-076-02-01 TAS 110 TAS 103 2000 1995 PRI Construction Materials Technologies (TST6049-02-01 UL LLC (TST1740) ) NEI 076 NEf-076-02-01 ASTM 10 4798 2001 UL LLC (TST1740) 02-NK40952 TAS 110 ASTM 01970 2000 UL LLC (TST1740) UL LLC (TST1740) 02-NK40952 02-NK40952 ASTM ❑ 226 2009 UL LLC (TST1740) 02-NK40952 02-NK40952 ASTM ❑ 2626 ASTM D 4869 2004 2005e01 ASTM D 6380 2003 (2009) ATI -14001.1 FL17322-RI This evaluation report is provided for State of Florida product approval under Rule 61G20-3. Pane 1 of 4 Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this llrept rt isFvalid. 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 TE:_f'tNrCAL SER1ricEs, LLC Roofing Underleyments 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-HV,}{Z o�. #30 Specification Felt ASTM D 226, Type 11 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 o underlayment for use in the HVHZ and non-HVHZ, r9an€c felt #90 Mineral Surface Roll Roofing ASTM 0 6380, Class M asphalt -saturated Organic roil roofing sheet for use in the HVHZ and non-HVHZ. Gorilla Guard(D EVERPELT 30 Aspha)t-saturated organic felt underlayment reinforced with glass fiber that meets the performance requirements of ASTM D 226, non-HVHZ. Type I for use in the HVHZ and Slate/Tile Underiayment ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the HVHZ and non-HVHZ. WeatherMasterg Granular ASTM D 1970 SIBS modified, self -adhering underlayment reinforced with fiberglass mat and a a granular surface for use in the HVHZ and non-HVHZ, The self-adhesive side is covered with a release film, installation. which is removed during WeatherMaster� Polysea! ASTM D 1970 SBS modified, self -adhering underlayment with a surface for use in the HVHZ and non-HVHZ. The self-adhesive side s®coverre€d with a release film, which is removed during installation. WeaiherMasterp TU Ultra ASTM D 1970 and TAS '103 S85 modified, self -adhering underlayment with non -woven polyester fabric surface for use in the non-HVHZ and HVHZ The adhesive side is covered WeatherMssteriD 200 SE sef€ with a release film, which is removed during installation. ASTM D 1970 SBS madified, 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 0 1970 SBS modified, self -adhering underlayment with plastic film surface for use in the HVHZ and non-HVHZ. The self-adhesive side is covered Split -release film, which is WeatherMaster@ Granular SE with a removed during installation. ASTM D 1970 SBS modified, self -adhering underlayment reinforced fiberglass mat and a granular surface for use in rtThe the HVHZ and non -HZ self-adhesive side is covered with a release film, which is installation. removed during WeatherMaster(D PolySeal SE TAS 903 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 installation_ removed during WeatherMaster@ TU Ultra 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 installation. is removed during ATI -14001.1 This evaluation repot# is provided for Slate of Florida prQductLapproval under Rule 61 G20. Page 2 of 4 Technical Services, LLC of anchanges4EEK This evaluation report does not express orimply warranty, installation, aecomm ges throughouttheforwhichreport specifically addressed herein. otheduration ptha SRalid. ct attributes t are not ` CREED ATLAS ROOFING CORPORATION TECI-INTCAL, SERVICES, LLCRoofing Und2rPayments APPLICATION METHOD lrtstalJation shat; be in In with fhe published requirements below. marlufacture1s installation instructions, the FBC and the 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 hatted plywood sheathing for new or existing construction. Plywood deck shat! be installed in accordance with FBC requirements. Roof decks shelf have no more than to 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) WeetherMaster@ Granular SE or WeatherMastere Granular— maximum 14 days C) WeatherMaster@ Polyseal SE and WeatherMastel TU Ultra SE — maximum 90 days d) WeatherMaster@ TU Ultra —maximum 180 days Self -adhering underiayments 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& Granular SE, WeatherMaster® Polyseal SE, or WeatherMaster@ Plywood or primed plywood TU intra So — o) 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) WeatherMastea Polyseal SE or Weather(Vlaster^3 TU Ultra SE — 3M 2 -Component Roof Tile Adhesive AH -16o c) Siatemfe Underlayment or 990 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal StormBond Roof Tile Adhesive, Dow TileBond, or 3M 2 -Component Roof Tile Adhesive AH -160 Underta ent Asphalt Shin les #15SpecifrcatianFelt Panels and Composite Shin les Shin les 1Naad Shingles and Slate Shakos Cray and Y Y Y shin fes Concrete Til 430 Organic Saturated Felt Y Y Y N #30 Spec9tication Felt Y Y Y Y Y N #43 Base Sheet Y Y Y Y Y Y #90 Mineral Surface Boll Roofing Yr Y Y Y Y Y Gorilla Guard® EVEY RFELT 3fl N N N N Y SlilteMl a Underlayment Y'Y Y Y Y N WeatherMaster® Granular Y N N N N Y WeatheiMasterV Polyseal Y N Y Y Y N WeatherMasterfl TU Utica Y Y Y Y Y N WeatherMaster@ 20® SE Y Y Y Y Y Y WeatherMaster@ Film SE Y N Y Y Y N WeatherMastero Granular SE Y Y Y Y Y N WeatherMaster@ Polyseal SE Y N Y Y Y N WeatherMaster@ TU Ultra SE Y Y Y Y Y Y Nates: 1) Open valley applications per 15D7,2.9.2 Y Y Y Y Y ATL14001.1 Ft_7 7322-R 1 This evaluation report C provided far State of Florida product approval under Rule 61132(}-3. Technical Services, LLC Page 3 of 4 e any product changes or This evaluation report does not express nor imply warranty, quality assurance changes throughout The manufacturer shall the duration for which this nottiy CREEK C specifically addressed herein. report is valid_ installation, recommended use, or other product attributes that are not CREEK ATLAS ROOFI TEC-tffCAL SER'VicE,ss LLC NG CORPORATION Roofing Underlayrnents LIMITATIONS 1) Fire Classification is not within the Scope of thisluation. 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 FBC, and the manufacturer's Published application instructions_ Where discrepancies exist between these sources, the more restrictive and FBG compliant installation detail shall prevail. P Ished b) Products described within this report may be used as described in other current FBC product a r documents. 3) Roof coverings shelf not be adhered directly to the underlayment unless othese approved in this orP ova! current FBC product approval documents. rwi 7) All products listed in this report shall be manufactured under a quality assurance program in tom lianc other Rule 51 G20-3- islis P e with COMPLIANCE STATEMENT The products evaluated herein by Zachary R_ Priest P.E. have demonstrated complance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. e;yttlsrlrla, Na 74021 201 J '04.19 • />�a .w. 14:19:4 6 P� STATE OF tU® '0% X < -04'00' 0 . O R tP� ��, Zachary R. Priest, P.E. ONAI sS 1% OtgFlora aZation NoRe IANE9641D27 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in Products under this evaluation- any Company manufacturing or distributing CREEK Technical Services, LLC is not owned, operated, or Controlled by any company manufacturingor distributing Products under #his evaluation. ZacharyR. Priest, P.E does not have, nor will acquire, a financial interest in any company manufacturing or distributing under this evaluation. Zachary R. Priest, P.E. does not have, norwill acquire, a financial interest in any other entity involved in thea roved products Product. approval prates of the ATI -14001.1 ThiseV2luatinn END OF REPORT FL17322-R1 - '—r u tui Mate of Florida product approval under Rule i 2Q-3 The man shall not' ethnical Services, LLC of an g quality Page 4 of 4 This evaluation report does not product changes ar rra assurance changes throughout the duration for �' CREEK spacifically addressed herein. nor imply warranty, installation, recommended use, or other product attributes tes that rareantot