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366 5th St ROOF23-0065 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: CANOPY SIGNATURE HOMES & DEVELOPMENT LLC 3455 OCEAN CAY CIR JACKSONVILLE BEACH FL 32250 COMPANY:ADDRESS:CITY:STATE:ZIP: TOP GUN ROOFING, INC.5570 FLORIDA MINING BLVD JACKSONVILLE FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169847 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 366 5TH ST ROOF NON SHINGLE METAL ACCENT ROOFING $22950.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. All roofing projects require an In- Progress Inspection. Sheathing installation and replacement guidelines per APA. Underlayment must conform to FBC-R Table 905.1.1. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 9/15/2023 PERMIT NUMBER ROOF23-0065 ISSUED: 9/15/2023 EXPIRES: 3/13/2024 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PERMIT 455-0000-322-1000 0 $165.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $82.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.71 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.48 TOTAL: $253.69 2 of 2Issued Date: 9/15/2023 PERMIT NUMBER ROOF23-0065 ISSUED: 9/15/2023 EXPIRES: 3/13/2024 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION METAL ACCENT ROOFING 366 5TH ST TOP GUN ROOFING, INC. ROOF23-0065 ROOF23-0065 ROOF23-0065 . . ~LOR IC A Co PARTM!it\lT OF Business & Professional Regulation , ., *I \,. ti -. , ► O!'FICE OF THE SECRETARY -• MMENA:f BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I I BCIS Site Map I Links I Search I .Product Approval ·usER: Public User ~poroval Menu > Product qr AQQl1Cat19n Search > ~12pl1cat19n U5t > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL33818-Rl Revision 2020 Approved Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 Ext 0565 ja red. pea rce@gulfcoastsupply.co m Jared Pearce jared.pearce@gulfcoastsupply.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C::J Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-74021 Keystone Certifications, Inc. 12/31/2023 Steven M. Urich, PE ~ Validation Checklist -Hardcopy Received FL33818 Rl COI GCS20002.la 2020 FBC Eval Metal Roofing NonHVHZ final.Q.Qf standard Yue ASTM B 117 2016 ASTM G 155 2013 FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 ROOF23-0065 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summarv of Products FL# Model, Number or Name Method 1 Option D 04/13/2021 04/15/2021 04/19/2021 06/09/2021 Description 33818.1 Metal Roofing Systems (HVHZ) Gulflok, Versaloc, 5V Crimp, GulfPBR and GulfRib Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL;rnl18 Rl Il GCS2QQQ2.1Q 2Q2Q FBC Ev2I ~eti.ll RQQfing Approved for use outside HVHZ: No HVHZ fin2I.QQf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-164.25 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FLJJ818 Rl AE GCS2QQQ2.1Q 2Q2Q FBC Evi,jl Meti.ll RQQfing HVHZ final.R.Qf Created by Independent Third Party: Yes 33818.2 Metal Roofing Systems (nonHVHZ) Gulflok, GulfSeam, Megaloc, Versaloc, 5V Crimp, GulfPBR, GulfRib and GulfWave Limits of Use Installation Instructions Approved for use in HVHZ: No FL33818 Rl II GC~2Q0Q2. la 2Q20 FBC Evi,ll Meti.ll Roofing Approved for use outside HVHZ: Yes NQnHVHZ fin2I.Rdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-164.25 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL.:3J!:l1B Bl 8E GCSZQQQ2. li.l 2Q2Q EEi!: Evil! Met;il BQQfing NQnHVHZ fin 2I.QQf Created by Independent Third Party: Yes ~ : : 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer . .(;QQ.yright 2007-2013 State of Florida. : : ~Y Statement : : ~ty Statement : : Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click~. Product Approval Accepts: cm:llillill~■ Credit Card Safe CREEK Registry No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020) Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC 14429 SW 2na Place, Suite G30 Newberry, FL 32669 (352) 498-7852 www.qulfcoastsupply.com Manufacturing Locations: Alachua, FL Sebring, FL Montgomery, AL Quality Assurance: Keystone Certifications, Inc. (QUA1824) SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Entity Roofing Metal Roofing 1504.3 Wind Resistance Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) GCS20002.1a Report No. 72-0313T-06A-C 72-0198T-07A-C 117-0033T-05 117-0053T-05 117-0062T-07 A-C 117-0062T-070-F 117-0062T-07G-I 117-0062T-07 J-K 117-0065T-07 A-C 117-0076T-12A 117-0089T-05.1 117-0089T-05.2 117-0102T-05 117-0165T-11 B 117-0238T-090 117-0238T-09E 117-0238T-11A 117-0248T-07A,B 117-0284 T-09A FL33818-R1 Issued April 13, 2021 Standard Year UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 FM 4471 1992 FM 4471 1992 FM 4471 1992 UL 580 2006 UL 1897 2012 UL 580 2006 UL 1897 2012 Pa~e 1 of 6 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 Entity Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) Force Engineering & Testing (TST5328) lntertek-West Palm Beach (an ATI company) (TST1527) lntertek-West Palm Beach (an ATI company) (TST1527) lntertek-West Palm Beach (an ATI company) (TST1527) lntertek-West Palm Beach (an ATI company) (TST1527) lntertek-West Palm Beach (an ATI company) (TST1527) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) GCS20002.1 a GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing Report No. Standard Year 117-0285T-09A UL 580 2006 UL 1897 2012 117-0301T-10A-C UL 580 2006 UL 1897 2012 117-0330T-1 0A-B UL 580 2006 UL 1897 2012 117-033 H -08A UL 580 2006 UL 1897 2012 117-0331T-08B UL 580 2006 UL 1897 2012 117-033 H-08O UL 580 2006 UL 1897 2012 117-0337T-10 UL 580 2006 UL 1897 2012 117-0378T-11A FM 4471 1992 117-0378T-11B FM 4471 1992 117-0378T-11C FM 4471 1992 117-0407T-09 UL 580 2006 UL 1897 2012 117-0407T-09A UL 580 2006 UL 1897 2012 B9000.01-450-18 UL 580 2006 UL 1897 2012 C0308.01-450-18 UL 580 2006 UL 1897 2012 00818.01-450-18 UL 580 2006 D 1692.01-450-44 UL 580 2006 UL 1897 2012 ASTM E 8 G7287.01-450-44 UL 580 2006 1272T0005 ASTM G 155 2013 2292T0001 UL 580 2006 UL 1897 2012 2292T0002 UL 580 2006 UL 1897 2012 FL33818-R1 Page 2 of6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Gulflok GulfSeam Megaloc GCS20002.1 a Profile: Description: Material: Profile: 1 in. snap lock seam; Max.16 in. coverage Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip Min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in. ASTM B209, 3105 H24 aluminum; Optional Fluropon® paint finish; Fy = min. 24 ksi; Shall conform with FBC Section 1507.4.3 1 3/4 in. snap lock seam; Max. 18 in. coverage Description: Non-structural, snap lock standing seam roof panel Material: Min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032-inch ASTM B209, 3105 H24 aluminum, Optional Fluropon® paint finish; Fy = min. 21 ksi; Shall conform with FBC Section 1507.4.3 Profile: 2 in. mechanical seam; Max. 18 in. coverage Description: Non-structural, mechanical lock 180° standing seam roof panel Material: Min. 24 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fv = min. 50 ksi; Shall conform with FBC Section 1507.4.3 FL33818-R1 Page 3 of 6 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 GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC Versaloc 5V Crimp GulfPBR GCS20002 .1 a Profile: 1.5 in. mechanical seam; Max. 18 in. coverage Description: Non-structural, mechanical lock 180° standing seam roof panel Material: Min. 24 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Profile: 7/16 in. ribs at 12 in. o.c.; 24 in. coverage Description: Non-structural, through fastened roof panel Material: Min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; F = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Profile: Description: Material: ◄ Min. 0.032 in. ASTM B209, 3105 H24 aluminum; Optional Fluropon® paint finish; Fy = min. 25 ksi; Shall conform with FBC Section 1507.4.3 ... 24" Coverage 1 1/4 in. ribs at 12 in. o.c.; 36 in. coverage Non-structural, through fastened roof panel Min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fy = min. 80 ksi; Shall conform with FBC Section 1507.4.3 36" coverage FL33818-R1 Page 4 of 6 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 GULF COAST SUPPLY & MANUFACTURING. LLC Metal Roofing TECHNICAL SERVICES, LLC GulfRib Gulf\t\lave GCS20002.1 a Profile: 3/4 in. ribs at 9 in. o.c.; 36 in. coverage Description: Non-structural, through fastened roof panel Material: Min. 29 ga. ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fy = min. 80 ksi; Shall conform with FBC Section 1507.4.3 ◄ Profile: Description: Material: 36 H (.overage 3/4 in. corrugation; 29 in. coverage Non-structural, through fastened roof panel Min. 26 ga ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon® paint finish; Fv = min. 80 ksi; Shall conform with FBC Section 1507.4.3 FL33818-R1 Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing 1. Fire classification is not within the scope of this evaluation. 2. This report is not for use in the HVHZ. 3. 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. 4. Roof slope shall be in accordance with FBC Section 1507.4.2. 5. Reroofing shall be in accordance with FBC Section 1511. Recovery versus replacement shall be evaluated in accordance with FBC Section 1511.3. 6. 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 FBC compliant installation detail shall prevail. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, ylh Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer. ,,,,1111,,,,, ,,, '?-'< R ,,, ,,,~y.~ ...... :. P,91::,, .. V •• CE N •• <..'., , ~'. "?' •• -:,.,\ sf··. u'.A~ ' "V. • .; ~ :' No 74021 ••• ; =*: .. *-:. = . * : - -..... : •n,-= -V • • ..._ ';, :P0 \ STATE OF _:/f! § ~ ~ :~, .,~.,,:;:. \>-·~' ".-, ~~• •. ~ 0 R \ ~.•·~~~,~ ';-v.s •••••••• ~\J ,, ,,,,, 10NAL ~ ,,,,, ,,,,,, .. ,,,,, This item has been digitally signed and sealed by Zachary R. Priest, PE, on 4/13/2021. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CERTIFICATION OF INDEPENDENCE 2021.04.13 /?~!!::_tJ_s-,s:33:13 ' 6 _Q -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will ii 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. APPENDICES 1) APPENDIX A - Installation (5 pages) 2) APPENDIX B - Approved Roof Systems (7 pages) 3) APPENDIX C - Design Wind Loads (4 pages) GCS20002 .1 a FL33818-R1 Page 6 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX A Note -Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system. Unless otherwise specified in this report the following installation details shall be met for the named products Component Fasteners Clips GCS20002.1 a Product #9-15 HWH wood screw with sealing washer #9-15 HWH WoodZAC screw #10-12 Pancake Type A screw #12-11 Pancake Type A screw #12-8 HWH Woodgrip XG screw with sealing washer 1/4-14 HWH ZAC lmpax Lap screw GulfLok Clip Fixed Clip Installation Detail Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion resistant in accordance with FBC section 1507.4.4. Installed at panel side lap; Shall be corrosion resistant in accordance with FBC section 1507.4.4. 24 ga. in-seam clip 18 ga. in-seam clip FL33818-R1 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Component Clips (Cont'd) Sealants Nomenclature GulfLok Type 1 Product NC-33003-3 Sliding Clip 1500SC Sliding Clip TiteBond Weathermaster Metal Roof Sealant GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing Installation Detail 2" 1/2" 22 ga. top; 16 ga. base; in-seam clip ( ~.i ; . :s 1) 2.0:? APPENDIX A 4-1/4" ------ CJ ._I···~-{6 8-6; l (~ :n -·····················, I I ( ~8 t-1) 1 52 Shall be applied in 1/4"-5/16" continuous beads on the male rib along the seam Fastenin Details Attachment '------(1) #10-12 X 1• TYPE A PANCAKE--__,, GulfLok Overlap GCS20002.1 a GULF LOK PANEL (OVERLAP SIOE) PANCUPSCAEW FL33818-R1 118• ~3 STAINLESS STEEL RM:T @ fl' o.c. Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX A Fastening Details Nomenclature Attachment Gulflok "' CLIP 24 GA. ~ ~ Gu/fLok Type 2 (1) #10-12 X 1• TYPE A PANCAKE . f f r ~ 18 Ga. Fixed Clip ci51~ T"" ..,I, Gu/fSeam Type 1 r (2) #10-12 Pancake Type A Per CllpJ MegaLoc Type 1 ~T \ NC-33003 SLIDING CLIP t=N (2) #10-12 x 1" per Clip_/ . 1 \=\_,soosc SLIDING CUP _r ..=1C\I ,- VersaLoc Type 1 ;r ~ (2) #12-11 x 1" Panhead per Clip j) #9-15 x 1-1 /2" HWH w/Sealing Washer 1211 .. 1211 -5V Type 1 , , t ~ At Panel Lap7 \ (1) #9-15 x 1-1/2" HWH w/Sealing Washer 5V Type 2 t 2 11 .. 9.5 11 f211 .. 9.5 11 ·2 111 ,.. ,-,.. , ~-T T"'T f~ GCS20002.1 a FL33818-R1 Page 3 of 5 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. I CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX A Nomenclature SV Type 3 GulfPBR Type 1 GulfPBR Type 2 GulfRib Type 1 GulfRib Type 2 GCS20002 .1 a Fastenin Details Attachment ,,,_. --12 11 --,--• --12 11 ---l+r At Panel Lap {1) #9-15 x 1-1/211 HWH w/Sealing Washer At Panel Lap-;; #1/4-14 x 7/8" Lap Screw@24' O.C. Max. 1----12"----'-----12"----'-----12"---1--- (1) #9-15 X 1-1/2" (1) #9-15x 1-1/2" l l l ~t Panel Lap 1 9• • 9" • 9"-~·--9" ~ ~-, --;, ~-, --~'-+-, --· L.(1) #9-15 x H/2' w/Sealer Washer r6.5"7 2.5 .. 1 6.5.7 2.5 .. 1 6.5 .. 7 2.5 .. 1 6.5.7 2.5" --~~ 4i #9--15x 1·1/2"w/SealerWasher FL33818-R1 Page 4 of 5 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 GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX A Nomenclature Gu/fRib Type 3 GulfRib Type 4 GulfWave Type 1 GCS20002.1 a Fastenin Details Attachment ,-1·---9"-------9"---...,,_ ___ 911 ___ ...,,_ ___ 911 __ -----JI• 1 #~ 15 x 2' w/Sealer Washer At Panel Lap 1 ~-- 1 ---9•--i-· -9"---,-6.5" 2.5" --~- 4) #12-8 x 1-1/2" WoodGrip XG W/Sealer Washer At Panel Lap f 8"--r -8 111 5.33"1 (1) #9-15 x 1-1/211 HWH w/Sealing Washer FL33818-R1 Page 5 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPROVED ROOF SYSTEMS APPENDIX B The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressure (MOP) was calculated using a 2:1 margin of safety per FBC Section 1504.9. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on-center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. The panel thickness or gauge is the minimum allowable. 6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga (Fy = min.40 ksi) Wide Rib Deck (Type WR) conforming to ANSI/SDI-RD1 .0 & FBC. 7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 15/32-inch thick APA Span-Rated plywood sheathing at maximum 24-inch span. Roof System Numbers and Definitions LOK-W# GulfLok over Wood Deck (New or ExistinQ) SEAM-W# GulfSeam over Wood Deck (New or Existing) MEGA-W# MeQaLoc over Wood Deck (New or Existing) VL-W# 1.5" VersaLoc over Wood Deck (new or Existino) 5V-W# 5V Crimp over Wood Deck (New or Existino) PBR-W# GulfPBR over Wood Deck (New or ExistinQ) RIB-W# GulfRib over Wood Deck (New or Existino) WAVE-W# GulfWave over Wood Deck (New or ExistinQ) Approved Systems for GulfLok over Wood Deck (New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment No. Min. 15/32 OPTIONAL 26 ga., Grade 80 GulfLok GulfLok Type 1 attachment #10-12 x 1" LOK-W-1 Approved fire barrier As required per FBC 8-C plywood or insulation Max. 16-inch coverage Pancake Type A p screws spaced 5-3/16 in. o.c Min. 15/32 OPTIONAL Min. 0.032" Al GulfLok GulfLok Type 1 attachment with #10-12 x 1" LOK-W-2 Approved fire barrier As required per FBC 8-C plywood or insulation Max. 16-inch coverage Pancake Type A screws spaced 5-3/16 in. o.c. Min. 15/32 OPTIONAL 24 ga. GulfLok GulfLok Type 1 attachment with #10-12 x 1" LOK-W-3 Approved fire barrier As required per FBC 8-C plywood or insulation Max. 16-inch coverage Pancake Type A screws spaced 10-1/4 in. o.c. OPTIONAL GulfLok Type 1 attachment with #10-12 x 1" LOK-W-Min. 15/32 Approved fire barrier As required per FBC Min. 0.040" Al GulfLok Pancake Type A screws spaced 6 in. o.c. COX plywood Max. 16-inch coverage Female leg snap-fit to male leg with or insulation Gu/fLok Overlap MOP (psf) -63.5 -65.5 -81.75 -93.5 GCS20002.1a FL33818-R1 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for Gulflok over Wood Deck (New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MOP No. (psf) Min. 15/32 OPTIONAL 24 ga. GulfLok GulfLok Type 1 attachment with #10-12 x 1" LOK-W-4 Approved fire barrier As required per FBC -96.75 B-C plywood or insulation Max. 16-inch coverage Pancake Type A screws spaced 5-1/8 in. o.c. OPTIONAL GulfLok Type 1 attachment with #10-12 x 1" LOK-W-5 Min. 15/32 Approved fire barrier As required per FBC Min. 0.032" Al Gulflok Pancake Type A screws spaced 5-3/16 in. o.c. -116 B-C plywood or insulation Max. 16-inch coverage Titebond Weathermaster Metal Roof Sealant applied to male rib. OPTIONAL GulfLok Type 1 attachment with #10-12 x 1" LOK-W-6 Min. 15/32 Approved fire barrier As required per FBC Min. 26 ga. GulfLok Pancake Type A screws spaced 5-3/16 in. o.c. -121. 75 COX plywood or insulation Max. 16-inch coverage Titebond Weathermaster Metal Roof Sealant applied to male rib. Min. 15/32 OPTIONAL 26 ga., Grade 80 GulfLok GulfLok Type 2 attachment with LOK-W-7 B-C plywood Approved fire barrier As required per FBC Max. 16-inch coverage #10-12 x 1" Pancake Type A screws through -161 or insulation clip and spaced 5-3/16 in. o.c. Approved Systems for GulfSeam over Wood Deck (New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MOP No. (psf) Min. 15/32 OPTIONAL Min. 26 ga. GulfSeam GulfSeam Type 1 attachment SEAM-W-Approved fire barrier As required per FBC -60 COX plywood or insulation Max. 16-inch coverage with clips spaced 18 in. o.c. Min. 15/32 OPTIONAL Min. 0.032" Al GulfSeam GulfSeam Type 1 attachment SEAM-W-Approved fire barrier As required per FBC -60 COX plywood or insulation Max. 16-inch coverage with stainless steel clips spaced 18 in. o.c. Min. 15/32 OPTIONAL Min. 24 ga. GulfSeam GulfSeam Type 1 attachment SEAM-W-1 Approved fire barrier As required per FBC -69.25 B-C plywood or insulation Max. 18-inch coverage with clips spaced 24 in. o.c. Min. 15/32 OPTIONAL Min. 26 ga. GulfSeam GulfSeam Type 1 attachment SEAM-W-Approved fire barrier As required per FBC -75 COX plywood or insulation Max. 16-inch coverage with clips spaced 6 in. o.c. Min. 15/32 OPTIONAL Min. 0.032" Al GulfSeam GulfSeam Type 1 attachment SEAM-W-Approved fire barrier As required per FBC -75 COX plywood or insulation Max. 16-inch coverage with stainless steel clips spaced 6 in. o.c. GCS20002 .1 a FL33818-R1 Page 2 of 8 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 GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for GulfSeam over Wood Deck (New or Existing) MOP System Deck Fire Barrier Underlayment Roof Panel Panel Attachment (psf) No. Min. 15/32 OPTIONAL Min. 0.032" Al GulfSeam Gu/fSeam Type 1 attachment -86 SEAM-W-3 COX plywood Approved fire barrier As required per FBC Max. 18-inch coverage with stainless steel clips spaced 18 in. o.c. or insulation Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL Min. 24 ga. GulfSeam GulfSeam Type 1 attachment with clips spaced -93.5 SEAM-W-4 18 in. o.c. Approved fire barrier As required per FBC Max. 16-inch coverage 18 in. o.c. over wood purlins over or insulation Min. 15/32 BC plywood Min. 15/32 OPTIONAL Min. 24 ga. GulfSeam GulfSeam Type 1 attachment -108.5 SEAM-W-5 B-C plywood Approved fire barrier As required per FBC Max. 18-inch coverage with clips spaced 12 in. o.c. or insulation Min. 1x4 No. 2 SYPwood purlins spaced OPTIONAL Min. 24 ga. GulfSeam GulfSeam Type 1 attachment with clips spaced -114.25 SEAM-W-6 24 in. o.c. Approved fire barrier As required per FBC Max. 18-inch coverage 24 in. o.c. over wood purlins over or insulation Min. 15/32 COX plywood Min. 15/32 OPTIONAL Min. 0.032" Al GulfSeam GulfSeam Type 1 attachment -138.5 SEAM-W-7 COX plywood Approved fire barrier As required per FBC Max. 16-inch coverage with stainless steel clips spaced 6 in. o.c. or insulation Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL Min. 24 ga. GulfSeam Gu/fSeam Type 1 attachment with clips spaced -159.25 SEAM-W-8 12 in. o.c. Approved fire barrier As required per FBC Max. 18-inch coverage 12 in. o.c. over wood purlins over or insulation Min. 15/32 COX plywood Approved Systems for Megaloc over Wood Deck (New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MOP No. (psf) GCS20002.1a FL33818-R1 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for Megaloc over Wood Deck (New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MOP No. (psf) Min. 15/32 OPTIONAL Min. 24 ga. MegaLoc MegaLocType 1 attachment MEGA-W-1 Approved fire barrier As required per FBC -71 B-C plywood or insulation Max. 18-inch coverage with clips spaced 24 in. o.c. Min. 15/32 OPTIONAL Min. 24 ga. MegaLoc MegaLocType 1 attachment MEGA-W-2 Approved fire barrier As required per FBC -108.5 B-C plywood or insulation Max. 18-inch coverage with clips spaced 12 in. o.c. GCS20002.1a FL33818-R1 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for VersaLoc over Wood Deck (New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MOP No. (psf) Min. 15/32 OPTIONAL Min. 24 ga. VersaLoc VersaLoc Type 1 attachment VL-W-1 Approved fire barrier As required per FBC -59.75 B-C plywood or insulation Max. 16-inch coverage with clips spaced 24 in. o.c. Min. 15/32 OPTIONAL Min. 24 ga. VersaLoc VersaLoc Type 1 attachment VL-W-2 Approved fire barrier As required per FBC -123.5 B-C plywood or insulation Max. 16-inch coverage with clips spaced 6 in. o.c. Approved Systems for 5V Crimp over Wood Deck (New or Existing) System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MOP No. Insulation (psf) Min. 15/32 OPTIONAL Min. 26 ga. 5V Crimp 5V Crimp Type 3 attachment with #9-15 HWH wood 5V-W1 Approved fire barrier As required per FBC -94.25 B-C plywood or insulation 24-inch coverage screws with sealing washers spaced 16 in. o.c. Min. 15/32 OPTIONAL Min. 0.032" Al or 5V Crimp Type 1 attachment with #9-15 HWH wood 5V-W2 Approved fire barrier As required per FBC Min. 26 ga. 5V Crimp -108.5 B-C plywood or insulation 24-inch coverage screws with sealing washers spaced 12 in. o.c. Min. 15/32 OPTIONAL Min. 26 ga. 5V Crimp 5V Crimp Type 2 attachment with #9-15 HWH wood 5V-W3 Approved fire barrier As required per FBC -131 B-C plywood or insulation 24-inch coverage screws with sealing washers spaced 16 in. o.c. Min. 15/32 OPTIONAL Min. 26 ga. 5V Crimp 5V Crimp Type 1 attachment with 5V-W4 B-C plywood Approved fire barrier As required per FBC 24-inch coverage #9-15 HWH wood screws with sealing washers spaced 6 -156.5 or insulation in. o.c. GCS20002.1a FL33818-R1 Page 5 of 8 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 GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for GulfPBR over Wood Deck (New or Existing) System Fire Barrier/ Panel Attachment MOP Deck Underlayment Roof Panel (psf) No. Insulation GulfPBR Type 1 attachment with #9-15 15 HWH WoodZAC Min. 15/32 OPTIONAL Min. 26 ga. GulfPBR screws spaced 24 in. o.c. -60.5 PBR-W-1 B-C plywood Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8" HWH ZAC lmpax Lap or insulation screws spaced 24 in. o.c. Min. 1x4 No. 2 SYP wood GulfPBR Type 1 attachment with #9-15 HWH WoodZAC purlins spaced OPTIONAL Min. 26 ga. GulfPBR screws spaced 24 in. o.c. into wood purlins -100.5 PBR-W-2 24 in. O.C. Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8 ZAC lmpax Lap screws over or insulation spaced 24 in. o.c. Min. 15/32 B-C plywood Min. 1x4 No. 2 SYP wood GulfPBR Type 2 attachment with #9-15 15 HWH purlins spaced OPTIONAL Min. 26 ga. GulfPBR WoodZAC screws spaced 12 in. o.c. into wood purlins -151. 75 PBR-W-3 12 in. o.c. Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8" HWH ZAC lmpax Lap over or insulation screws spaced 24 in. o.c. Min. 15/32 B-C plywood GulfPBR Type 2 attachment with #9-15 HWH WoodZAC Min. 15/32 OPTIONAL Min. 26 ga. GulfPBR screws spaced 12 in. o.c. -154.75 PBR-W-4 B-C plywood Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8" HWH ZAC lmpax Lap or insulation screws spaced 24 in. o.c. Approved Systems for GulfRib over Wood Deck (New or Existing) Fire Barrier/ Panel Attachment MOP System Deck Underlayment Roof Panel (psf) No. Insulation OPTIONAL Min. 29 ga. GulfRib GulfRib Type 4 attachment with #12-8 HWH Woodgrip XG -22.66 RIB-W-1 Min. 7/16 OSB Approved fire barrier As required per FBC 36-inch coverage wood screws with sealing washers spaced 24 in. o.c. or insulation Min. 15/32 OPTIONAL Min. 29 ga. GulfRib GulfRib Type 3 attachment with #9-15 HWH wood screws -56 RIB-W-2 CDX plywood Approved fire barrier As required per FBC 36-inch coverage with sealing washers spaced 24 in. o.c. or insulation GCS20002.1 a FL33818-R1 Page 6 of 8 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 GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for GulfRib over Wood Deck (New or Existing) System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MOP No. Insulation (psf) Min. 15/32 OPTIONAL Min. 29 ga. GulfRib GulfRib Type 1 attachment with # with #9-15 HWH RIB-W-3 Approved fire barrier As required per FBC -71.75 B-C plywood or insulation 36-inch coverage WoodZAC screws spaced 24 in. o.c Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL Min. 29 ga. GulfRib GulfRib Type 1 attachment with #9-15 x 1 1/2" HWH wood RIB-W-4 24 in. O.C. Approved fire barrier As required per FBC 36-inch coverage screws with sealing washers spaced 24 in. o.c. -76.75 over or insulation into wood purlins Min. 15/32 B-C plywood Min. 1x4 No. 2 SYP wood OPTIONAL GulfRib Type 1 attachment with #9-15 x 1 1/2" HWH wood purlins spaced Min. 29 ga. GulfRib RIB-W-5 24 in. o.c. Approved fire barrier As required per FBC 36-inch coverage screws with sealing washers spaced 24 in. o.c. -101 or insulation into wood purlins over Min. 7/16 OSB Min. 15/32 OPTIONAL Min. 29 ga. GulfRib GulfRib Type 3 attachment with #9-15 HWH wood screws RIB-W-6 Approved fire barrier As required per FBC -101 CDX plywood or insulation 36-inch coverage with sealing washers spaced 12 in. o.c. Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL Min. 26 ga. GulfRib GulfRib Type 1 attachment with #9-15 HWH WoodZAC RIB-W-7 24 in. o.c. Approved fire barrier As required per FBC -106.75 over or insulation 36-inch coverage screws spaced 24 in. o.c. into wood purlins Min. 15/32 B-C plywood OPTIONAL Min. 29 ga. GulfRib GulfRib Type 4 attachment with #12-8 HWH Woodgrip XG RIB-W-8 Min. 7/16 OSB Approved fire barrier As required per FBC -116.0 or insulation 36-inch coverage wood screws with sealing washers spaced 6 in. o.c. GCS20002.1 a FL33818-R1 Page 7 of 8 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 GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for GulfRib over Wood Deck (New or Existing) System Deck Fi re Barrier/ Underlayment Roof Panel Panel Attachment MOP No. Insulation (psf) Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL Min. 29 ga. GulfRib GulfRib Type 2 attachment with #9-15 x 1 1/2" HWH wood RIB-W-9 24 in. o.c. Approved fire barrier As required per FBC 36-inch coverage screws with sealing washers spaced 24 in. o.c. -123.5 over or insulation into wood purlins Min. 15/32 B-C plywood Min. 15/32 OPTIONAL Min. 29 ga. GulfRib GulfRib Type 2 attachment with #9-15 HWH wood screws RIB-W-10 Approved fire barrier As required per FBC -146.0 B-C plywood or insulation 36-inch coverage with sealing washers spaced 12 in. o.c. Min. 15/32 OPTIONAL Min. 26 ga. GulfRib Gu/fRib Type 2 attachment with #9-15 HWH WoodZAC RIB-W-11 Approved fire barrier As required per FBC -159.25 B-C plywood or insulation 36-inch coverage screws spaced 12 in. o.c. Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL Min. 26 ga. GulfRib GulfRib Type 1 attachment with #9-15 HWH WoodZAC RIB-W-12 12 in. o.c. Approved fire barrier As required per FBC -164.25 over or insulation 36-inch coverage screws spaced 12 in. o.c. into wood purlins Min. 15/32 B-C plywood Approved Systems for GulfWave over Wood Deck (New or Existing) System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MOP No. Insulation (psf) Min. 15/32 OPTIONAL Min. 26 ga. GulfWave Gu/fWave Type 1 attachment with WAVE-W1 B-C plywood Approved fire As required per FBC 29-inch coverage #9-15 HWH wood screws with sealing washers -78.5 barrier or insulation spaced 24 in. o.c. GCS20002.1 a FL33818-R1 Page 8 of 8 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 DESIGN WIND LOADS GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-16 under the following provisions: 1. Wind speeds for risk category I, II, Ill, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind load provided only for gable/hip roofs with roof slopes between 2: 12 and 6.1: 12 4. All calculations are based on an effective wind area of 1 0-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis 6. Overhangs have been excluded from the analysis. 7. Wind directionality factor, Kd = 0.85 8. Vu11 is shown in the tables below. Design wind loads are calculated using Vasd = Vu1,✓0.6 per 1609.3.1. 9. Zone 2 is inclusive of Zone 2e, Zone 2n, and Zone 2r 10. Zone 3 is inclusive of Zone 3e and Zone 3r 11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional 12. Zones 1, 2, and 3 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3ft Gable Hip 3 2 3 3 2 3 2 1 2 2 1 2 2 2 3 2 3 3 2 3 a I a I I a I a I al GCS20002.1 a FL33818-R1 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Mean Building Type Zone Roof Height (ft) 20 25 1 30 40 50 60 20 25 Enclosed/ 2 30 Partially Open 40 50 60 20 25 3 30 40 50 60 20 25 1 30 40 50 60 20 25 Partially 2 30 Enclosed 40 50 60 20 25 3 30 40 50 60 GCS20002.1 a Gable/Hip Roofs in Exposure B (Roof slope between 2:12 and 12:12) GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C Basic Wind Soeed moh) 120 130 140 150 160 170 180 190 200 -25.4 -29.8 -34.6 -39.7 -45.2 -51.0 -57.2 -63.7 -70.6 -27.5 -32.2 -37.4 -42.9 -48.8 -55.1 -61.8 -68.8 -76.3 -28.7 -33.7 -39.1 -44.8 -51.0 -57.6 -64.6 -71.9 -79.7 -31.2 -36.6 -42.4 -48.7 -55.4 -62.5 -70.1 -78.1 -86.5 -33.2 -39.0 -45.2 -51.9 -59.0 -66.6 -74.7 -83.2 -92.2 -34.8 -40.9 -47.4 -54.4 -61.9 -69.9 -78.4 -87.3 -96.8 -37.1 -43.5 -50.5 -57.9 -65.9 -74.4 -83.4 -92.9 -103.0 -40.1 -47.0 -54.5 -62.6 -71.2 -80.4 -90.1 -100.4 -111.3 -41.9 -49.1 -57.0 -65.4 -74.4 -84.0 -94.2 -104.9 -116.3 -45.4 -53.3 -61.9 -71.0 -80.8 -91.2 -102.2 -113.9 -126.2 -48.4 -56.8 -65.9 -75.7 -86.1 -97.2 -109.0 -121.4 -134.5 -30.0 -35.3 -40.9 -46.9 -53.4 -60.3 -67.6 -75.3 -83.5 -44.1 -51.7 -60.0 -68.8 -78.3 -88.4 -99.1 -110.5 -122.4 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 -119.4 -132.3 -49.8 -58.4 -67.7 -77.7 -88.4 -99.8 -111.9 -124.7 -138.2 -54.0 -63.4 -73.5 -84.4 -96.0 -108.4 -121.5 -135.4 -150.0 -57.6 -67.6 -78.4 -90.0 -102.3 -115.5 -129.5 -144.3 -159.9 -60.4 -70.9 -82.2 -94.4 -107.4 -121.2 -135.9 -151.4 -167.8 -29.7 -34.9 -40.5 -46.5 -52.8 -59.7 -66.9 -74.5 -82.6 -32.1 -37.7 -43.7 -50.2 -57.1 -64.5 -72.3 -80.5 -89.2 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -36.4 -42.8 -49.6 -56.9 -64.8 -73.1 -82.0 -91.3 -101.2 -38.8 -45.6 -52.9 -60.7 -69.0 -77.9 -87.4 -97.4 -107.9 -40.8 -47.8 -55.5 -63.7 -72.4 -81.8 -91.7 -102.2 -113.2 -41.4 -48.6 -56.3 -64.7 -73.6 -83.1 -93.1 -103. 7 -115.0 -44.7 -52.5 -60.9 -69.9 -79.5 -89.8 -100.6 -112. 1 -124.2 -46.7 -54.8 -63.6 -73.0 -83.1 -93.8 -105.1 -117.1 -129.8 -50.7 -59.5 -69.0 -79.3 -90.2 -101.8 -114.1 -127.2 -140.9 -54.1 -63.4 -73.6 -84.5 -96.1 -108.5 -121.6 -135.5 -150.2 -56.7 -66.6 -77.2 -88.6 -100.9 -113.9 -127.6 -142.2 -157.6 -48.4 -56.8 -65.8 -75.6 -86.0 -97.1 -108.8 -121.3 -134.4 -52.3 -61.4 -71.2 -81.7 -92.9 -104.9 -117.6 -131.1 -145.2 -54.6 -64.1 -74.3 -85.3 -97.1 -109.6 -122.9 -136.9 -151.7 -59.3 -69.6 -80.7 -92.7 -105.4 -119.0 -133.4 -148.7 -164.7 -63.2 -74.2 -86.0 -98.8 -112.4 -126.8 -142.2 -158.4 -175.6 -66.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.2 FL33818-R1 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Mean Building Type Zone Roof Height (ft) 20 25 1 30 40 50 60 20 25 Enclosed/ 2 30 Partially Open 40 50 60 20 25 3 30 40 50 60 20 25 1 30 40 50 60 20 25 Partially 2 30 Enclosed 40 50 60 20 25 3 30 40 50 60 GCS20002.1 a Gable/Hip Roofs in Exposure C (Roof slope between 2: 12 and 12: 12) GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C Basic Wind Soeed mph} 120 130 140 150 160 170 180 190 200 -36.9 -43.3 -50.2 -57.6 -65.6 -74.0 -83.0 -92.5 -102.5 -38.5 -45.2 -52.4 -60.2 -68.5 -77.3 -86.7 -96.6 -107.0 -40.2 -47.1 -54.7 -62.8 -71.4 -80.6 -90.4 -100.7 -111.6 -42.6 -50.0 -58.0 -66.6 -75.8 -85.6 -95.9 -106.9 -118.4 -44.7 -52.4 -60.8 -69.8 -79.4 -89.7 -100.5 -112.0 -124.1 -46.3 -54.4 -63.0 -72.4 -82.3 -93.0 -104.2 -116.1 -128. 7 -53.8 -63.2 -73.2 -84.1 -95.7 -108.0 -121.1 -134.9 -149.5 -56.2 -66.0 -76.5 -87.8 -99.9 -112.8 -126.5 -140.9 -156.1 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.8 -146.9 -162.8 -62.2 -73.0 -84.6 -97.2 -110.5 -124.8 -139.9 -155.9 -172.7 -65.2 -76.5 -88.7 -101.8 -115.9 -130.8 -146.6 -163.4 -181.0 -67.6 -79.3 -92.0 -105.6 -120.1 -135.6 -152.0 -169.4 -187.7 -64.0 -75.1 -87.1 -99.9 -113. 7 -128.4 -143.9 -160.3 -177. 7 -66.8 -78.4 -90.9 -104.4 -118.8 -134.1 -150.3 -167.5 -185.6 -69.7 -81.7 -94.8 -108.8 -123.8 -139.8 -156.7 -174.6 -193.5 -73.9 -86.7 -100.6 -115.5 -131.4 -148.3 -166.3 -185.3 -205.3 -77.5 -90.9 -105.4 -121.0 -137.7 -155.5 -174.3 -194.2 -215.2 -80.3 -94.3 -109.3 -125.5 -142.8 -161.2 -180.7 -201.3 -223.1 -43.2 -50.6 -58.7 -67.4 -76.7 -86.6 -97.1 -108.2 -119.9 -45.1 -52.9 -61.3 -70.4 -80.1 -90.4 -101.4 -113.0 -125.2 -47.0 -55.1 -64.0 -73.4 -83.5 -94.3 -105.7 -117.8 -130.5 -49.9 -58.5 -67.9 -77.9 -88.6 -100.1 -112.2 -125.0 -138.5 -52.3 -61.3 -71.1 -81.7 -92.9 -104.9 -117.6 -131.0 -145.2 -54.2 -63.6 -73.7 -84.7 -96.3 -108. 7 -121.9 -135.8 -150.5 -60.1 -70.5 -81.8 -93.9 -106.8 -120.6 -135.2 -150.6 -166.9 -62.7 -73.6 -85.4 -98.0 -111.5 -125.9 -141.2 -157.3 -174.3 -65.4 -76.8 -89.0 -102.2 -116.3 -131.3 -147.2 -164.0 -181.7 -69.4 -81.5 -94.5 -108.5 -123.4 -139.3 -156.2 -174.0 -192.8 -72.8 -85.4 -99.0 -113. 7 -129.3 -146.0 -163.7 -182.4 -202.1 -75.4 -88.5 -102.7 -117.8 -134.1 -151.4 -169.7 -189.1 -209.5 -70.2 -82.4 -95.6 -109. 7 -124.8 -140.9 -158.0 -176.0 -195.1 -73.3 -86.1 -99.8 -114.6 -130.4 -147.2 -165.0 -183.9 -203.7 -76.5 -89.7 -104.1 -119.5 -135.9 -153.5 -172.0 -191. 7 -212.4 -81.1 -95.2 -110.5 -126.8 -144.3 -162.9 -182.6 -203.4 -225.4 -85.0 -99.8 -115.8 -132.9 -151.2 -170. 7 -191.4 -213.2 -236.2 -88.2 -103.5 -120.0 -137.8 -156.7 -177.0 -198.4 -221.0 -244.9 FL33818-R1 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Mean Building Type Zone Roof Heiaht (ft) 20 25 1 30 40 50 60 20 25 Enclosed/ 2 30 Partially Open 40 50 60 20 25 3 30 40 50 60 20 25 1 30 40 50 60 20 25 Partially 2 30 Enclosed 40 50 60 20 25 3 30 40 50 60 GCS20002.1 a Gable/Hip Roofs in Exoosure D (Roof slooe between 2: 12 and 12: 12) GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C Basic Wind Speed 1mph) 120 130 140 150 160 170 180 190 200 -44.3 -52.0 -60.3 -69.2 -78.7 -88.8 -99.6 -111.0 -123.0 -45.9 -53.9 -62.5 -71.7 -81.6 -92.1 -103.3 -115.1 -127.5 -47.5 -55.8 -64.7 -74.3 -84.5 -95.4 -107.0 -119.2 -132.1 -50.0 -58.7 -68.1 -78.1 -88.9 -100.4 -112.5 -125.4 -138.9 -52.1 -61.1 -70.9 -81.3 -92.5 -104.5 -117.1 -130.5 -144.6 -53.7 -63.0 -73.1 -83.9 -95.5 -107.8 -120.8 -134.6 -149.1 -64.6 -75.8 -87.9 -100.9 -114.8 -129.6 -145.3 -161.9 -179.4 -67.0 -78.6 -91.1 -104.6 -119.0 -134.4 -150.7 -167.9 -186.0 -69.4 -81.4 -94.4 -108.4 -123.3 -139.2 -156.0 -173.9 -192.6 -72.9 -85.6 -99.3 -114.0 -129.7 -146.4 -164.1 -182.9 -202.6 -75.9 -89.1 -103.3 -118.6 -135.0 -152.4 -170.8 -190.4 -210.9 -78.3 -91.9 -106.6 -122.4 -139.2 -157.2 -176.2 -196.3 -217.6 -76.8 -90.1 -104.5 -119.9 -136.5 -154.0 -172.7 -192.4 -213.2 -79.6 -93.4 -108.3 -124.4 -141.5 -159.7 -179.1 -199.5 -221.1 -82.4 -96.8 -112.2 -128.8 -146.6 -165.4 -185.5 -206.7 -229.0 -86.7 -101.8 -118.0 -135.5 -154.1 -174.0 -195.1 -217.4 -240.8 -90.3 -105.9 -122.8 -141.0 -160.5 -181.1 -203.1 -226.3 -250.7 -93.1 -109.3 -126.7 -145.5 -165.5 -186.8 -209.5 -233.4 -258.6 -51.8 -60.8 -70.5 -80.9 -92.1 -103.9 -116.5 -129.8 -143.8 -53.7 -63.0 -73.1 -83.9 -95.5 -107.8 -120.8 -134.6 -149.2 -55.6 -65.3 -75.7 -86.9 -98.9 -111.6 -125.1 -139.4 -154.5 -58.5 -68.7 -79.6 -91.4 -104.0 -117.4 -131.6 -146.6 -162.5 -60.9 -71.5 -82.9 -95.1 -108.2 -122.2 -137.0 -152.6 -169. 1 -62.8 -73.7 -85.5 -98.1 -111.7 -126.0 -141.3 -157.5 -174.5 -72.1 -84.6 -98.1 -112.6 -128.2 -144.7 -162.2 -180.7 -200.2 -74.8 -87.7 -101.7 -116.8 -132.9 -150.0 -168.2 -187.4 -207.6 -77.4 -90.9 -105.4 -121.0 -137.6 -155.4 -174.2 -194.1 -215. 1 -81.4 -95.6 -110.8 -127.2 -144.8 -163.4 -183.2 -204.1 -226.2 -84.8 -99.5 -115.4 -132.4 -150.7 -170.1 -190. 7 -212.5 -235.5 -87.4 -102.6 -119.0 -136.6 -155.4 -175.5 -196.7 -219.2 -242.9 -84.3 -98.9 -114.7 -131.7 -149.8 -169.1 -189.6 -211.3 -234.1 -87.4 -102.6 -118.9 -136.5 -155.4 -175.4 -196.6 -219.1 -242.7 -90.5 -106.2 -123.2 -141.4 -160.9 -181.6 -203.6 -226.9 -251.4 -95.2 -111.7 -129.6 -148.7 -169.2 -191.0 -214.2 -238.6 -264.4 -99.1 -116.3 -134.9 -154.8 -176.2 -198.9 -223.0 -248.4 -275.2 -102.2 -120.0 -139.1 -159.7 -181.7 -205.1 -230.0 -256.2 -283.9 FL33818-R1 Page 4 of 4 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. 4/12/23, 12:57 PM '1.",,:;1 t :~;,, • ~ ,. , )\ ,s '.fOFl"!CllloF'l'Hjl; . " • ', '~Jlffi , .• Florida Building Code Online rt· --11--,wHHmre~,m,~M-,1 BCIS Home ! Log In ! User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications i Contact Us i BC!S Site Map ! Links I Search i Product Approval USER: Public User Product AQoroval Menu > Product or Application Search > /li;mljcatlon List > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL11602-R15 Revision 2020 Approved Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740) 321-6345 Greg. Keeler@owenscorning.com Keeler Greg Greg. Keeier@owenscorning.com Greg Keeler 2790 Columbus Road Granville, OH 43023 (740) 321-6345 greg. keeler@owenscorni ng .com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Intertek Testing Services NA, Inc. - QA Entity 12/31/2023 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL11602 R15 COI 2022 01 COI NIEMINEN.P-Qf Standard ASTM D1970 ASTM D4533 (tear strength) ASTM D4798 (weathering) ASTM D4869 (liquid transmission) ASTM D5035 (tensile) FRSA/TRI, Sixth Edition UL 1897 Y9r 2015 2015 2011 2016 2011 2018 2015 https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDqsQFc5K%2ffrZeHYB7UCe5KMr%2fsMfWqra38t7j6qDVjlCrQ%3d%3d 1/2 ROOF23-0065 4/12/23, 12:57 PM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL# Model, Number or Name Aorida Building Code Online Method 1 Option D 10/24/2022 10/25/2022 10/27/2022 12/13/2022 Description 11602.1 Titanium Roof Underlayments for Synthetic sheet-type roof underlayments use In FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No ELlHi02 8.15 II 2Q2?. lQ 12 Eltl8L i;;R T!TM:mH1 Approved for use outside HVHZ: Yes R12.,.r,idf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-142.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to Evaluation Reports use of a specific underlayment system beneath tile roof ELllfiQ2 8.15 81;; 2Q22 lQ 12 Eltl8L EB. III81W.!M systems. Refer to ER Section 5.8.3 for details. 2.) Refer to B.l.5...QQ.f ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party: Yes ~:: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 EL116Q2- FLll6Q2- The State of Florida Is an AN EEO employer. QlQ.\Llight 2007-2013 State of Florida. : : ~Y. Statement : : ~tv Statement : : Refund Statement Under Florida law. email addresses are public records. If you do not want your e-mail address released in response to a public-records request. do not send electronic mail to this entity. Instead. contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click h.file... Product Approval Accepts: CE! -Iii ~ • Credit Card Safe ,, l ll !'I l \ \ i l I I( I( , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsQFc5K%2ITrZeHYB7UCe5KMr%2fsMfWqra38t7j6qDVjlCrQ%3d%3d 2/2 ENGINEER EVALUATE EVALUATION REPORT BY FLORIDA P.E. Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 (740) 321-6345 SCOPE: NEMoletc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-924S CONSULT Evaluation Report I11980.11.08-R16 FL11602-R15 Date of Issuance: 11/03/2008 Revision 16: 10/19/2022 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 7th Edition (2020} Florida Building Code sections noted herein. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEM0 P.E. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 7. Prepared by: Digitally signed by Robe rt This item_ has been digitally signed and sealed by Robert Nieminen, P .E. Printed copies of this document are not N i e m i n e n considered signed and sealed, and the signature must be verified on any electronic copies. Robert Niemfnen, Florida P.E. 59166, FBC ANE1983 Date: 2022.10.24 NEMOETC,LLC,FloridaCA#32455 '17:36:17 -04'00 CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC, LLC ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Product Approval Method: Method 1, Option D - Codified Material, Evaluation by Engineer Compliance Statement: Titanium® Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations of Use set forth herein. 2. STANDARDS: :.SEcnoN 1504.3.1 1507.1.1, 1507.2.4, 1507.2.9.2 / R905.l.1, R905.2.8.2 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.l.1.1(2&3, Exception), R905.l.1.1(5) 1507.1.1.1(5) / R905.1.l.1(5) PROPERTY Wind resistance Material standard Tear strength Tensile strength STANDARD YEAR UL 1897 2015 ASTM D1970 2015 ASTM D4533 2015 ASTM D5035 2011 ASTM D4869 2016 1507.3.3 / R905.3.3 Liquid water transmission Material standard Accelerated Weathering FRSA/TRI, Sixth Edition 2018 TAS 110 3. REFERENCES: ENTITY ITS (TST1509) ITS (TST1509) Owens Corning Owens Corning NEMO (TST6049) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) ITS (QUA1673} ITS (QUA1673) ©NEMO ETC, LLC Certificate of Authorization #32455 ASTM D4798 EXAMINATION • REFERENCE FRSA/TRI, partial 3126617COQ-005 ASTM D4869, LWT 101823107COQ-007 A Product equivalency Declaration Product equivalency Declaration Form FRSA/TRI, tile slippage 4j-OC-19-SSUDL-0l.A ASTM D1970 OCF-341-02-01 FRSA/TRI, partial OCF-343-02-01 ASTM D4798, D1970 OCF-341-02-01 UL1897 INTP-001-02-01 TAS 117(B); Pull-through OCF-422-02-02 FRSA/TRI, partial OCF-425-02-01 UL1897 1378T0002 ASTM D1623, TAS 103 OCF-507-02-01 UL1897 1378T0117 ASTM D4533, D4798, D5035 1378T0110 ASTM D4533, D4798, D5035 1378T0111 ASTM D4533, D4798, D5035 1378T0112 ASTM D4533, D4798, D5035 1378T0059 ASTM D8257-20 1378T0061 ASTM D4798, TAS 103 1378T0174 ASTM D8257-20 1378T0253 ASTM D8257-20 1378T0257 ASTM D1970 1378T0236 & 1378T0286 Quality Control Service Confirmation Quality Control Florida BCIS 7TH EDITION (2020} FBC NON-HVHZ EVALUATION (Method lD) Titanium® Roof Underlayments BACK TO TOP 2011 . DATE 10/31/2007 12/09/2014 06/18/2018 10/18/2022 06/14/2019 09/20/2017 11/09/2017 11/27/2017 08/04/2016 04/03/2018 08/13/2018 07/10/2019 08/13/2019 10/20/2020 10/15/2020 10/15/2020 10/15/2020 02/13/2020 01/21/2021 04/16/2021 06/22/2022 07/19/2022 08/08/2022 12/09/2020 Current Evaluation Report I11980.11.08-R16 FL11602-R15 Revision 16: 10/19/2022 Page 2 of 7 8NEMOletc. 4. PRODUCT DESCRIPTION: PRPDUCT Titanium® PSU-30 Titanium® FR Titanium® UDL-25 Titanium® UDL-30 Titanium® UDL-50 Titanium® X30 TopShield® EXT-H30 5. LIMITATIONS: ASTM D1970 and FRSA/TRI 09-18 ASTM D1970 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.l.l.1(5) 1507,1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.l.1(2&3, Exception), R905.1.1.1(5) ASTM D8257 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.l.1.1{2&3, Exception), R905.l.1.1(5) 1507.1.1.1{2&3, Exception), 1507.1.1.1(5) / R905.l.1.1(2&3, Exception), R905.l.l.1{5) ASTM D8257 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1{5) ASTM D8257 Dubai, UAE unreinforced polymer modified bitumen material Brentwood, NH adhered to the underside of a polymer-coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square Dubai, UAE reinforced polymer modified self-adhering underlayment with polypropylene surfacing and integrated fire resistance properties. There is a removable release film on the back surface. The product also includes a polymer-modified self- adhesive selvage with removable release film Qingdao, China synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 lbs./square Qingdao, China synthetic sheet-type underlayment comprised of Silvassa, India a woven core coated on both sides with a polymer coating. Unit weight 4.0 lbs./square Qingdao, China synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 lbs./square Qingdao, China synthetic sheet-type underlayment comprised of Silvassa, India a non-woven polypropylene top scrim laminated to a central non-woven polypropylene scrim with polymeric coating on the bottom side. Unit weight 5.0 lbs./square. Qingdao, China synthetic sheet-type underlayment comprised of Silvassa, India a non-woven polypropylene top scrim laminated to a central non-woven polypropylene scrim with polymeric coating on the bottom side. Unit weight 5.0 lbs./square. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. ©NEMO ETC, LLC Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION (Method 1D) Titanium® Roof Underlayments BACK TO TOP Evaluation Report I11980.11.08-R16 FL11602-R15 Revision 16: 10/19/2022 Page 3 of 7 8NEM01etc. 5.5 Titanium® Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: ATTACH •• TYPE SHINGLES Titanium® PSU-30 Yes Yes Yes Yes (Table 2A\ Yes Yes (joint strips, 1507.1.1.3 / (Section 5.8.3) (Section 5.8.3) R905.1.1.3) Titanium® FR Yes No No Yes No No Yes Yes Titanium® UDL-25 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-ply system) 2-ply system) (Table 4B\ (Table 4B\ Titanium® UDL-30 Yes No No Yes Yes No Titanium® UDL-50 Yes No No Yes Yes No Titanium® X30 Yes No No Yes Yes No TopShield" EXT-H30 Yes No No Yes Yes No 5.6.1 Adhesive-set is limited to use of following underlayment / tile-adhesive combinations. '• 'TABLE 2A:A~~OWA~LE'JILE·APHE$LVE4, UNDER~YMENT.COM.BINATIONS1 ; .• ADHES1JE • Dupont de Nemours "Tile Bond™ RoofTile Adhesive" FL22525 Titanium® PSU-30 ICP Construction "Polyset® AH-160" FL6332 ICP Construction "Polyset® RTA-1" FL6276 5.7 SUBSTRAT~S (DESIGNED TO MEET WINI) LOADS FOR PROJECT) Deck/ sheathing (Optional) ASTM D41 Plywood None ASTM D226, Type II felt Titanium® PSU-30 self-adhering Base sheet ASTM D41 Titanium® UDL-30 None Titanium" UDL-30 (inverted) Titanium® FR self-adhering Deck/ sheathing None Plywood 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. ©NEMO ETC, LLC Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION (Method 1D) Titanium® Roof Underlayments BACK TO TOP Evaluation Report I11980.11.08-R16 FL11602-R15 Revision 16: 10/19/2022 Page4 of 7 8NEM01etc. 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but -for mechanically attached underlayments or base sheets -not less than FBC 1507.1.1 or R905.l.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but not less than Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-Deck: 1 2 The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table lA or the critical {highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Min. 15/32-inch PS 1-09, CDX plywood Min. 15/32-inch PS 1-09, CDX plywood , •. • TAe1f4M A~t<>WA~LEOE$!~~ ~RE$$ul\e~,: • .•··.··,CDl~Ectr-T()-Df.C:~tJ~Oe~t.AYMENi'··•~t,a,eRQ()fAP~LitAtiot11s· •• (Optional) ASTM D41 None UNDERi.AYMENT One or two plies Titanium® PSU-30, self-adhered and back-nailed with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps, max. 6-inch o.c. One ply Titanium"' PSU-30, self-adhered and back-nailed with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps, max. 6-inch o.c. -45.0 -142.5 5.8.3.2 Mechanically-Attached Base Sheet: 3 The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table lA or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3 .. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. Min.15/32- inch PS 1-09, CDX plywood BASESHEcf • > •. Titanium"' UDL-25 mechanically attached with 12 ga., 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 6-inch o.c. at 4-inch wide side laps and 6-inch o.c. at three (3), equally spaced center rows PRIMER None One or two plies Titanium® PSU- 30, self-adhered and back-nailed with 12 ga. galvanized annular rink shank nails through 32 ga., 1- 5/8-inch diameter tin caps, max. 12-inch o.c. -:--- MAX:OESIGN PRESSURE (PSF} •·• -45.0 ©NEMO ETC, LLC Evaluation Report I11980.11.08-R16 FL11602-R15 Revision 16: 10/19/2022 Page 5 of 7 Certificate of Authorization #32455 7TH EDITION {2020) FBC NON-HVHZ EVALUATION {Method 1D) Titanium® Roof Underlayments BACK TO TOP 5.9 Titanium® PSU-30 Titanium® FR Titanium® UDL-25, Titanium® UDL-30, Titanium® UDL-50, Titanium® X30 or TopShield® EXT-H30 Mechanically attached Adhesive-set tile Mechanically attached Mechanically attached 8NEMOjetc. 180 180 30 180 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. Slopes in excess of these limitations require the use of battens or loading boards during loading of the roof tiles, in which case the maximum staging method is a 10-tile stack. UNl)l:Rl,.AYMENt • TII.E PROFILE STA.Gt.~MEJHOO MAXIMUM SLO.PE ' Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max. 10-tile stack 4:12 Lugged Max. 5-tile stack 5:12 Max. 10-tile stack (5 over 5) Titanium® PSU-30 Lugged 5:12 6. INSTALLATION: 6.1 Titanium® Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.1.1 Consult Owens Corning requirements for back-nailing at slopes 2:12 or greater. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1S07.1.1.1(2, Exception), 1507 .1.1.1(3, Exception) or 1507 .1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception) or R905.1.l.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507 .1.1.1 or 1507.1.1.3 or FBC Residential R905.l.l.l or R905.1.l.3. ©NEMO ETC, LLC Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION (Method 1D) Titanium® Roof Underlayments BACK TO TOP Evaluation Report I1198D.11.08-R16 FL11602-R15 Revision 16: 10/19/2022 Page 6 of 7 8NEMO etc. 6.4 6.4.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.2 Tile Applications: Shall be installed in compliance with requirements for a Self-Adhered Membrane in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 for attachment limitations. Refer to Table 6 for tile staging limitations. 6. 5 [ 'J"it;i.~ju"'• ~-~Jy systern: 6.5.1 The Titanium® 2-Ply System consists of a base layer of Titanium® UDL-30 (top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium® PSU-30, self-adhered. 6.5.2 Non-Tile Applications: Install Titanium® UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium® PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: 6.6 Refer to Section 5.8.3 for attachment limitations. Refer to Table 6 for tile staging limitations. 6.6.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.l. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61620-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: lntertek Testing Services NA Inc. - QUA1673; (312) 906-7779; maura.norlander@intertek.com -END OF EVALUATION REPORT - ©NEMO ETC, LLC Certificate of Authorization #32455 7m EDITION {2020) FBC NON-HVHZ EVALUATION {Method 1D) Titanium'" Roof Underlayments BACK TO TOP Evaluation Report 111980.11.08-R16 FL11602-R15 Revision 16: 10/19/2022 Page 7 of 7 I