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1937 BEACH AVE ROOF22-0031 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: ZISSER ELLIOT 1937 BEACH AVE ATLANTIC BEACH FL 32233-5936 COMPANY:ADDRESS:CITY:STATE:ZIP: FORD ROOFING SYSTEMS INC 3839 Millpoint Drive Jacksonville FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169692 0100 NORTH ATLANTIC BCH UNIT 2 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1937 BEACH AVE ROOF NON SHINGLE ROOF OVER - METAL ROOF $45000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $280.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20 TOTAL: $430.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/21/2022 PERMIT NUMBER ROOF22-0031 ISSUED: 6/21/2022 EXPIRES: 12/18/2022 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/21/2022 PERMIT NUMBER ROOF22-0031 ISSUED: 6/21/2022 EXPIRES: 12/18/2022 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 41',%=,,, Building Permit Application Mr{nred 10/9/1$ d'. s City of Atlantic Beach Building Department ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY J';'r IS REQUIRED.Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 1937 Beach Ave. Permit Number:R 2 Z` ( C5 , \ Legal Description 15-57 09-2S-29E N ATLANTIC BEACH UNIT NO 2 PT LOT 54 RE# 169692-0100 Valuation of Work(Replacement Cost)S 45000 Heated/Cooled SF Non-Heated/Cooled Class of Work: iZiNew DAddition DAlteration [Repair DMove [Demo [Pool DWindow/Door Use of existing/proposed structure(s): Commercial EdResidential If an existing structure,is a fire sprinkler system installed?: DYes ONo t1re'rs4 4,rIrmvrrd°m wisuerilercm'Wen Tot/rimed snritvell u`fe's'most•svh,rrih yra2trate-Wm Skernthrdi 4"er rriA', 1E-2114D IDescribe in detail the type of work to be performed: I Metal roof Re roof I Florida Product Approval#33813.1 for multiple products use product approval form Property Owner Information Name Elliot Zinser Address 1937 Beach Ave. City Maniac Beach State FL Zip 127V4 Phone 9047358518 E-Mail mfyomes149@yahoo.com Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) rnntr,r*nr Information Name of Company Ford Roofing Systems Inc. Qualifying Agent Robert Maust Address 3839 Millpoint Dr City Jacksonville State FL Zip 32257 office phone 9043147671 Job Site Contact Number 9043147671 State Certification/Registration# CCC1327698 E-Mail fordroofing@gmail.c om Architect Name&Phone# Fngineer's Name R Phone U Workers Compensation Insurer American zurich insurance OR Exempt Li Expiration Date 12/31/22 Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS,FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 a&esKies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P' • 'ERTY. IF YOU INTEND TO OBTAIN Fl ANCING, CONSULT WITH YOUR LENDER OR , . ,TTOR EY BEFORE Ktw # fitl. . F C TMENCEMEN . Signa a of• - . ,:ent) ApPV:105.11,117. ot S' eed and sworn to(or - _rrmed)bgfore me thisA3 day of ; sworn to(or affirm jd)before a this 1 da of 0-gby ,Gt zr5 " r O12 ,by l c l lLi c roe'...•.' Commission If GO 851911 20;...s, GREGORY J.BARTHOLOMEW Expires February 8,2024 5:: 7617) 7, 71.1)14e,cr, * Commission#GG 951321 Personally Known OR Bi o 1 er anally Known OR 9 o Expires February6,2024 PRiduced Identification DOFF\gyp Produced Identification rFoFFLo BondedThruBudgetNotaryServices Type of Identification: /—L ID 4t-1.7 el-5°MS Type of Identification: By Mike Jones at 11:28 am, Jun 07, 2022 REVIEWED FOR CODE COMPLIANCE Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 ROOF22-0031 06/08/2022 1937 Beach Ave fordroofing@gmail.com Changes have been made to product approval sheet as needed. Also as requested it is a gable roof that has a pitch of 12/12. Robert Maust 4 4 4 9043147671 By Toni Gindlesperger at 2:30 pm, Jun 09, 2022 By Mike Jones at 7:43 am, Jun 17, 2022 50.00X a CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 1 of 6 Page 1 of 23 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. Registry No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020) Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC Issued October 21, 2021 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 (352) 498-7852 www.gulfcoastsupply.com Manufacturing Locations: Alachua, FL Sebring, FL Montgomery, AL Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Force Engineering & Testing (TST5328) 72-0313T-06A-C UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 72-0198T-07A-C UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0033T-05 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0053T-05 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0062T-07A-C UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0062T-07D-F UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0062T-07G-I UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0062T-07J-K UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0065T-07A-C UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0076T-12A UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0089T-05.1 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0089T-05.2 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0102T-05 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0165T-11B UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0238T-09D FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-09E FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0248T-07A,B UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0284T-09A UL 580 UL 1897 2006 2012 By Toni Gindlesperger at 2:30 pm, Jun 09, 2022 By Mike Jones at 7:45 am, Jun 17, 2022 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 2 of 6 Page 2 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing Entity Report No. Standard Year Force Engineering & Testing (TST5328) 117-0285T-09A UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0301T-10A-C UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0330T-10A-B UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0331T-08A UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0331T-08B UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0331T-08D UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0337T-10 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0378T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11B FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11C FM 4471 1992 Force Engineering & Testing (TST5328) 117-0407T-09 UL 580 UL 1897 2006 2012 Force Engineering & Testing (TST5328) 117-0407T-09A UL 580 UL 1897 2006 2012 Intertek- West Palm Beach (an ATI company) (TST1527) B9000.01-450-18 UL 580 UL 1897 2006 2012 Intertek- West Palm Beach (an ATI company) (TST1527) C0308.01-450-18 UL 580 UL 1897 2006 2012 Intertek- West Palm Beach (an ATI company) (TST1527) D0818.01-450-18 UL 580 2006 Intertek- West Palm Beach (an ATI company) (TST1527) D1692.01-450-44 UL 580 UL 1897 ASTM E 8 2006 2012 Intertek- West Palm Beach (an ATI company) (TST1527) G7287.01-450-44 UL 580 2006 PRI Construction Materials Technologies (TST5878) 1272T0005 ASTM G 155 2013 PRI Construction Materials Technologies (TST5878) 2292T0001 UL 580 UL 1897 2006 2012 PRI Construction Materials Technologies (TST5878) 2292T0002 UL 580 UL 1897 2006 2012 PRI Construction Materials Technologies (TST5878) 2292T0011 UL 580 UL 1897 2006 2012 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 3 of 6 Page 3 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing PRODUCT DESCRIPTION GulfLok Profile: 1 in. snap lock seam; Max.16 in. coverage Description: Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip 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 in. ASTM B209, 3105 H24 aluminum; Optional Fluropon® paint finish; Fy = min. 24 ksi; Shall conform with FBC Section 1507.4.3 GulfSeam Profile: 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 MegaLoc Profile: 2 in. mechanical seam; Max. 18 in. coverage Description: Non-structural, mechanical lock 180º 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 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 4 of 6 Page 4 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing VersaLoc Profile: 1.5 in. mechanical seam; Max. 18 in. coverage Description: Non-structural, mechanical lock 180º 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 5V Crimp 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; 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. 25 ksi; Shall conform with FBC Section 1507.4.3 GulfPBR Profile: 1 1/4 in. ribs at 12 in. o.c.; 36 in. coverage Description: Non-structural, through fastened roof panel Material: 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 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 5 of 6 Page 5 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing GulfRib 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 GulfWave Profile: 3/4 in. corrugation; 29 in. coverage Description: Non-structural, through fastened roof panel Material: 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 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 6 of 6 Page 6 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing LIMITATIONS 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, 7th Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer. Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A – Installation (5 pages) 2) APPENDIX B – Approved Roof Systems (7 pages) 3) APPENDIX C – Design Wind Loads (4 pages) This item has been digitally signed and sealed by Zachary R. Priest, PE, on 10/21/2021. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 2021.10.21 10:40:51 -04'00' A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 1 of 5 Page 1 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX A INSTALLATION 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 Product Installation Detail Fasteners #9-15 HWH wood screw with sealing washer Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion resistant in accordance with FBC section 1507.4.4. #9-15 HWH WoodZAC screw #10-12 Pancake Type A screw #10-14 HWH WoodTite Fastener with sealing washer #12-11 Pancake Type A screw #12-8 HWH Woodgrip XG screw with sealing washer 1/4-14 HWH ZAC Impax Lap screw Installed at panel side lap; Shall be corrosion resistant in accordance with FBC section 1507.4.4. Clips GulfLok Clip 24 ga. in-seam clip Fixed Clip 18 ga. in-seam clip A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 2 of 5 Page 2 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX A Component Product Installation Detail Clips (Cont’d) NC-33003-3 Sliding Clip 1500SC Sliding Clip 22 ga. top; 16 ga. base; in-seam clip Sealants TiteBond Weathermaster Metal Roof Sealant Shall be applied in 1/4”- 5/16” continuous beads on the male rib along the seam Fastening Details Nomenclature Attachment GulfLok Type 1 GulfLok Overlap A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 3 of 5 Page 3 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX A Fastening Details Nomenclature Attachment GulfLok Type 2 GulfSeam Type 1 MegaLoc Type 1 VersaLoc Type 1 5V Type 1 5V Type 2 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 4 of 5 Page 4 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX A Fastening Details Nomenclature Attachment 5V Type 3 GulfPBR Type 1 GulfPBR Type 2 GulfRib Type 1 GulfRib Type 2 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 5 of 5 Page 5 of 23 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX A Fastening Details Nomenclature Attachment GulfRib Type 3 GulfRib Type 4 GulfWave Type 1 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 1 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B APPROVED ROOF SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressure (MDP) 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 Existing) SEAM-W# GulfSeam over Wood Deck (New or Existing) MEGA-W# MegaLoc over Wood Deck (New or Existing) VL-W# 1.5” VersaLoc over Wood Deck (new or Existing) 5V-W# 5V Crimp over Wood Deck (New or Existing) PBR-W# GulfPBR over Wood Deck (New or Existing) RIB-W# GulfRib over Wood Deck (New or Existing) WAVE-W# GulfWave over Wood Deck (New or Existing) Approved Systems for GulfLok over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) LOK-W-1 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.032” Al GulfLok Max. 16-inch coverage GulfLok Type 1 attachment with #10-12 x 1” Pancake Type A screws spaced 5-3/16 in. o.c. -65.5 LOK-W-2 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.032” Al GulfLok Max. 16-inch coverage GulfLok Type 1 attachment with #10-12 x 1” Pancake Type A screws spaced 5-3/16 in. o.c. Titebond Weathermaster Metal Roof Sealant applied to male rib. -116 LOK-W-3 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.040” Al GulfLok Max. 16-inch coverage GulfLok Type 1 attachment with #10-12 x 1” Pancake Type A screws spaced 6 in. o.c. Female leg snap-fit to male leg with GulfLok Overlap -93.5 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for GulfLok over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) LOK-W-4 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC 26 ga. GulfLok Max. 16-inch coverage GulfLok Type 1 attachment with #10-12 x 1” Pancake Type A screws spaced 5-3/16 in. o.c. Titebond Weathermaster Metal Roof Sealant applied to male rib. -121.75 LOK-W-5 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC 26 ga., Grade 80 GulfLok Max. 16-inch coverage GulfLok Type 1 attachment #10-12 x 1” Pancake Type A p screws spaced 5-3/16 in. o.c -63.5 LOK-W-6 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC 26 ga., Grade 80 GulfLok Max. 16-inch coverage GulfLok Type 2 attachment with #10-12 x 1” Pancake Type A screws through clip and spaced 5-3/16 in. o.c. -161 LOK-W-7 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC 24 ga. GulfLok Max. 16-inch coverage GulfLok Type 1 attachment with #10-12 x 1” Pancake Type A screws spaced 10-1/4 in. o.c. -81.75 LOK-W-8 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC 24 ga. GulfLok Max. 16-inch coverage GulfLok Type 1 attachment with #10-12 x 1” Pancake Type A screws spaced 5-1/8 in. o.c. -96.75 Approved Systems for GulfSeam over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) SEAM-W-1 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.032” Al GulfSeam Max. 16-inch coverage GulfSeam Type 1 attachment with stainless steel clips spaced 18 in. o.c. -60 SEAM-W-2 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.032” Al GulfSeam Max. 16-inch coverage GulfSeam Type 1 attachment with stainless steel clips spaced 6 in. o.c. -75 SEAM-W-3 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.032” Al GulfSeam Max. 18-inch coverage GulfSeam Type 1 attachment with stainless steel clips spaced 18 in. o.c. -86 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 3 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for GulfSeam over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) SEAM-W-4 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfSeam Max. 16-inch coverage GulfSeam Type 1 attachment with clips spaced 18 in. o.c. -60 SEAM-W-5 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfSeam Max. 16-inch coverage GulfSeam Type 1 attachment with clips spaced 6 in. o.c. -75 SEAM-W-6 Min. 1x4 No. 2 SYP wood purlins spaced 18 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. GulfSeam Max. 16-inch coverage GulfSeam Type 1 attachment with clips spaced 18 in. o.c. over wood purlins -93.5 SEAM-W-7 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. GulfSeam Max. 18-inch coverage GulfSeam Type 1 attachment with clips spaced 24 in. o.c. -69.25 SEAM-W-8 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. GulfSeam Max. 18-inch coverage GulfSeam Type 1 attachment with clips spaced 12 in. o.c. -108.5 SEAM-W-9 Min. 1x4 No. 2 SYP wood purlins spaced 24 in. o.c. over Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. GulfSeam Max. 18-inch coverage GulfSeam Type 1 attachment with clips spaced 24 in. o.c. over wood purlins -114.25 SEAM-W-10 Min. 1x4 No. 2 SYP wood purlins spaced 12 in. o.c. over Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. GulfSeam Max. 18-inch coverage GulfSeam Type 1 attachment with clips spaced 12 in. o.c. over wood purlins -159.25 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 4 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for MegaLoc over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) MEGA-W-1 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. MegaLoc Max. 18-inch coverage MegaLocType 1 attachment with clips spaced 24 in. o.c. -71 MEGA-W-2 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. MegaLoc Max. 18-inch coverage MegaLocType 1 attachment with clips spaced 12 in. o.c. -108.5 Approved Systems for VersaLoc over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) VL-W-1 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. VersaLoc Max. 16-inch coverage VersaLoc Type 1 attachment with clips spaced 24 in. o.c. -59.75 VL-W-2 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 24 ga. VersaLoc Max. 16-inch coverage VersaLoc Type 1 attachment with clips spaced 6 in. o.c. -123.5 Approved Systems for 5V Crimp over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) 5V-W-1 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 0.032” Al 5V Crimp 24-inch coverage 5V Crimp Type 1 attachment with #9-15 HWH wood screws with sealing washers spaced 12 in. o.c. -108.5 5V-W-2 OPTIONAL layer of ASTM D 3462 shingles over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. 5V Crimp 24-inch coverage 5V Crimp Type 3 attachment with #10-14 HWH WoodTite Fasteners with sealing washers into wood purlins installed 16 in. o.c. counter to the structural supports and attached with min. 0.113” x 2-3/8” ring shank nails spaced 4 in. o.c. beginning 1 in. from the edge -75 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for 5V Crimp over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) 5V-W-3 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. 5V Crimp 24-inch coverage 5V Crimp Type 3 attachment with #9-15 HWH wood screws with sealing washers spaced 16 in. o.c. -94.25 5V-W-4 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. 5V Crimp 24-inch coverage 5V Crimp Type 1 attachment with #9-15 HWH wood screws with sealing washers spaced 12 in. o.c. -108.5 5V-W-5 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. 5V Crimp 24-inch coverage 5V Crimp Type 2 attachment with #9-15 HWH wood screws with sealing washers spaced 16 in. o.c. -131 5V-W-6 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. 5V Crimp 24-inch coverage 5V Crimp Type 1 attachment with #9-15 HWH wood screws with sealing washers spaced 6 in. o.c. -156.5 Approved Systems for GulfPBR over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) PBR-W-1 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfPBR 36-inch coverage GulfPBR Type 1 attachment with #9-15 15 HWH WoodZAC screws spaced 24 in. o.c. Laps fastened with 1/4-14 x 7/8” HWH ZAC Impax Lap screws spaced 24 in. o.c. -60.5 PBR-W-2 Min. 1x4 No. 2 SYP wood purlins spaced 24 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfPBR 36-inch coverage GulfPBR Type 1 attachment with #9-15 HWH WoodZAC screws spaced 24 in. o.c. into wood purlins Laps fastened with 1/4-14 x 7/8 ZAC Impax Lap screws spaced 24 in. o.c. -100.5 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for GulfPBR over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) PBR-W-3 Min. 1x4 No. 2 SYP wood purlins spaced 12 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfPBR 36-inch coverage GulfPBR Type 2 attachment with #9-15 15 HWH WoodZAC screws spaced 12 in. o.c. into wood purlins Laps fastened with 1/4-14 x 7/8” HWH ZAC Impax Lap screws spaced 24 in. o.c. -151.75 PBR-W-4 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfPBR 36-inch coverage GulfPBR Type 2 attachment with #9-15 HWH WoodZAC screws spaced 12 in. o.c. Laps fastened with 1/4-14 x 7/8” HWH ZAC Impax Lap screws spaced 24 in. o.c. -154.75 Approved Systems for GulfRib over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) RIB-W-1 Min. 7/16 OSB OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 4 attachment with #12-8 HWH Woodgrip XG wood screws with sealing washers spaced 24 in. o.c. -22.66 RIB-W-2 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 3 attachment with #9-15 HWH wood screws with sealing washers spaced 24 in. o.c. -56 RIB-W-3 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 1 attachment with # with #9-15 HWH WoodZAC screws spaced 24 in. o.c -71.75 RIB-W-4 Min. 1x4 No. 2 SYP wood purlins spaced 24 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 1 attachment with #9-15 x 1 1/2” HWH wood screws with sealing washers spaced 24 in. o.c. into wood purlins -76.75 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for GulfRib over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) RIB-W-5 Min. 1x4 No. 2 SYP wood purlins spaced 24 in. o.c. over Min. 7/16 OSB OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 1 attachment with #9-15 x 1 1/2” HWH wood screws with sealing washers spaced 24 in. o.c. into wood purlins -101 RIB-W-6 Min. 15/32 CDX plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 3 attachment with #9-15 HWH wood screws with sealing washers spaced 12 in. o.c. -101 RIB-W-7 Min. 7/16 OSB OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 4 attachment with #12-8 HWH Woodgrip XG wood screws with sealing washers spaced 6 in. o.c. -116.0 RIB-W-8 Min. 1x4 No. 2 SYP wood purlins spaced 24 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 2 attachment with #9-15 x 1 1/2” HWH wood screws with sealing washers spaced 24 in. o.c. into wood purlins -123.5 RIB-W-9 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 29 ga. GulfRib 36-inch coverage GulfRib Type 2 attachment with #9-15 HWH wood screws with sealing washers spaced 12 in. o.c. -146.0 RIB-W-10 Min. 1x4 No. 2 SYP wood purlins spaced 24 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfRib 36-inch coverage GulfRib Type 1 attachment with #9-15 HWH WoodZAC screws spaced 24 in. o.c. into wood purlins -106.75 RIB-W-11 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfRib 36-inch coverage GulfRib Type 2 attachment with #9-15 HWH WoodZAC screws spaced 12 in. o.c. -159.25 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX B Approved Systems for GulfRib over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) RIB-W-12 Min. 1x4 No. 2 SYP wood purlins spaced 12 in. o.c. over Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfRib 36-inch coverage GulfRib Type 1 attachment with #9-15 HWH WoodZAC screws spaced 12 in. o.c. into wood purlins -164.25 Approved Systems for GulfWave over Wood Deck (New or Existing) System No. Deck Fire Barrier/ Insulation Underlayment Roof Panel Panel Attachment MDP (psf) WAVE-W-1 Min. 15/32 B-C plywood OPTIONAL Approved fire barrier or insulation As required per FBC Min. 26 ga. GulfWave 29-inch coverage GulfWave Type 1 attachment with #9-15 HWH wood screws with sealing washers spaced 24 in. o.c. -78.5 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 1 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C DESIGN WIND LOADS 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, III, 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 10-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. Vult is shown in the tables below. Design wind loads are calculated using Vasd = Vult√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 . a a a 3 3 a 2 2 1 2 3 a 3 2 a 3 2 2 3 3 1 2 2 3 a a a a a 3 3 2 2 1 1 2 2 1 a 2 2 1 3 3 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C Gable/Hip Roofs in Exposure B (Roof slope between 2:12 and 12:12) Building Type Zone Mean Roof Height (ft) Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 Enclosed/ Partially Open 1 20 -25.4 -29.8 -34.6 -39.7 -45.2 -51.0 -57.2 -63.7 -70.6 25 -27.5 -32.2 -37.4 -42.9 -48.8 -55.1 -61.8 -68.8 -76.3 30 -28.7 -33.7 -39.1 -44.8 -51.0 -57.6 -64.6 -71.9 -79.7 40 -31.2 -36.6 -42.4 -48.7 -55.4 -62.5 -70.1 -78.1 -86.5 50 -33.2 -39.0 -45.2 -51.9 -59.0 -66.6 -74.7 -83.2 -92.2 60 -34.8 -40.9 -47.4 -54.4 -61.9 -69.9 -78.4 -87.3 -96.8 2 20 -37.1 -43.5 -50.5 -57.9 -65.9 -74.4 -83.4 -92.9 -103.0 25 -40.1 -47.0 -54.5 -62.6 -71.2 -80.4 -90.1 -100.4 -111.3 30 -41.9 -49.1 -57.0 -65.4 -74.4 -84.0 -94.2 -104.9 -116.3 40 -45.4 -53.3 -61.9 -71.0 -80.8 -91.2 -102.2 -113.9 -126.2 50 -48.4 -56.8 -65.9 -75.7 -86.1 -97.2 -109.0 -121.4 -134.5 60 -50.8 -59.6 -69.2 -79.4 -90.3 -102.0 -114.3 -127.4 -141.2 3 20 -44.1 -51.7 -60.0 -68.8 -78.3 -88.4 -99.1 -110.5 -122.4 25 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 -119.4 -132.3 30 -49.8 -58.4 -67.7 -77.7 -88.4 -99.8 -111.9 -124.7 -138.2 40 -54.0 -63.4 -73.5 -84.4 -96.0 -108.4 -121.5 -135.4 -150.0 50 -57.6 -67.6 -78.4 -90.0 -102.3 -115.5 -129.5 -144.3 -159.9 60 -60.4 -70.9 -82.2 -94.4 -107.4 -121.2 -135.9 -151.4 -167.8 Partially Enclosed 1 20 -29.7 -34.9 -40.5 -46.5 -52.8 -59.7 -66.9 -74.5 -82.6 25 -32.1 -37.7 -43.7 -50.2 -57.1 -64.5 -72.3 -80.5 -89.2 30 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 40 -36.4 -42.8 -49.6 -56.9 -64.8 -73.1 -82.0 -91.3 -101.2 50 -38.8 -45.6 -52.9 -60.7 -69.0 -77.9 -87.4 -97.4 -107.9 60 -40.8 -47.8 -55.5 -63.7 -72.4 -81.8 -91.7 -102.2 -113.2 2 20 -41.4 -48.6 -56.3 -64.7 -73.6 -83.1 -93.1 -103.7 -115.0 25 -44.7 -52.5 -60.9 -69.9 -79.5 -89.8 -100.6 -112.1 -124.2 30 -46.7 -54.8 -63.6 -73.0 -83.1 -93.8 -105.1 -117.1 -129.8 40 -50.7 -59.5 -69.0 -79.3 -90.2 -101.8 -114.1 -127.2 -140.9 50 -54.1 -63.4 -73.6 -84.5 -96.1 -108.5 -121.6 -135.5 -150.2 60 -56.7 -66.6 -77.2 -88.6 -100.9 -113.9 -127.6 -142.2 -157.6 3 20 -48.4 -56.8 -65.8 -75.6 -86.0 -97.1 -108.8 -121.3 -134.4 25 -52.3 -61.4 -71.2 -81.7 -92.9 -104.9 -117.6 -131.1 -145.2 30 -54.6 -64.1 -74.3 -85.3 -97.1 -109.6 -122.9 -136.9 -151.7 40 -59.3 -69.6 -80.7 -92.7 -105.4 -119.0 -133.4 -148.7 -164.7 50 -63.2 -74.2 -86.0 -98.8 -112.4 -126.8 -142.2 -158.4 -175.6 60 -66.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.2 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 Page 3 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C Gable/Hip Roofs in Exposure C (Roof slope between 2:12 and 12:12) Building Type Zone Mean Roof Height (ft) Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 Enclosed/ Partially Open 1 20 -36.9 -43.3 -50.2 -57.6 -65.6 -74.0 -83.0 -92.5 -102.5 25 -38.5 -45.2 -52.4 -60.2 -68.5 -77.3 -86.7 -96.6 -107.0 30 -40.2 -47.1 -54.7 -62.8 -71.4 -80.6 -90.4 -100.7 -111.6 40 -42.6 -50.0 -58.0 -66.6 -75.8 -85.6 -95.9 -106.9 -118.4 50 -44.7 -52.4 -60.8 -69.8 -79.4 -89.7 -100.5 -112.0 -124.1 60 -46.3 -54.4 -63.0 -72.4 -82.3 -93.0 -104.2 -116.1 -128.7 2 20 -53.8 -63.2 -73.2 -84.1 -95.7 -108.0 -121.1 -134.9 -149.5 25 -56.2 -66.0 -76.5 -87.8 -99.9 -112.8 -126.5 -140.9 -156.1 30 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.8 -146.9 -162.8 40 -62.2 -73.0 -84.6 -97.2 -110.5 -124.8 -139.9 -155.9 -172.7 50 -65.2 -76.5 -88.7 -101.8 -115.9 -130.8 -146.6 -163.4 -181.0 60 -67.6 -79.3 -92.0 -105.6 -120.1 -135.6 -152.0 -169.4 -187.7 3 20 -64.0 -75.1 -87.1 -99.9 -113.7 -128.4 -143.9 -160.3 -177.7 25 -66.8 -78.4 -90.9 -104.4 -118.8 -134.1 -150.3 -167.5 -185.6 30 -69.7 -81.7 -94.8 -108.8 -123.8 -139.8 -156.7 -174.6 -193.5 40 -73.9 -86.7 -100.6 -115.5 -131.4 -148.3 -166.3 -185.3 -205.3 50 -77.5 -90.9 -105.4 -121.0 -137.7 -155.5 -174.3 -194.2 -215.2 60 -80.3 -94.3 -109.3 -125.5 -142.8 -161.2 -180.7 -201.3 -223.1 Partially Enclosed 1 20 -43.2 -50.6 -58.7 -67.4 -76.7 -86.6 -97.1 -108.2 -119.9 25 -45.1 -52.9 -61.3 -70.4 -80.1 -90.4 -101.4 -113.0 -125.2 30 -47.0 -55.1 -64.0 -73.4 -83.5 -94.3 -105.7 -117.8 -130.5 40 -49.9 -58.5 -67.9 -77.9 -88.6 -100.1 -112.2 -125.0 -138.5 50 -52.3 -61.3 -71.1 -81.7 -92.9 -104.9 -117.6 -131.0 -145.2 60 -54.2 -63.6 -73.7 -84.7 -96.3 -108.7 -121.9 -135.8 -150.5 2 20 -60.1 -70.5 -81.8 -93.9 -106.8 -120.6 -135.2 -150.6 -166.9 25 -62.7 -73.6 -85.4 -98.0 -111.5 -125.9 -141.2 -157.3 -174.3 30 -65.4 -76.8 -89.0 -102.2 -116.3 -131.3 -147.2 -164.0 -181.7 40 -69.4 -81.5 -94.5 -108.5 -123.4 -139.3 -156.2 -174.0 -192.8 50 -72.8 -85.4 -99.0 -113.7 -129.3 -146.0 -163.7 -182.4 -202.1 60 -75.4 -88.5 -102.7 -117.8 -134.1 -151.4 -169.7 -189.1 -209.5 3 20 -70.2 -82.4 -95.6 -109.7 -124.8 -140.9 -158.0 -176.0 -195.1 25 -73.3 -86.1 -99.8 -114.6 -130.4 -147.2 -165.0 -183.9 -203.7 30 -76.5 -89.7 -104.1 -119.5 -135.9 -153.5 -172.0 -191.7 -212.4 40 -81.1 -95.2 -110.5 -126.8 -144.3 -162.9 -182.6 -203.4 -225.4 50 -85.0 -99.8 -115.8 -132.9 -151.2 -170.7 -191.4 -213.2 -236.2 60 -88.2 -103.5 -120.0 -137.8 -156.7 -177.0 -198.4 -221.0 -244.9 A CREEK Technical Services, LLC GCS20002.2a FL33818-R2 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. GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing APPENDIX C Gable/Hip Roofs in Exposure D (Roof slope between 2:12 and 12:12) Building Type Zone Mean Roof Height (ft) Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 Enclosed/ Partially Open 1 20 -44.3 -52.0 -60.3 -69.2 -78.7 -88.8 -99.6 -111.0 -123.0 25 -45.9 -53.9 -62.5 -71.7 -81.6 -92.1 -103.3 -115.1 -127.5 30 -47.5 -55.8 -64.7 -74.3 -84.5 -95.4 -107.0 -119.2 -132.1 40 -50.0 -58.7 -68.1 -78.1 -88.9 -100.4 -112.5 -125.4 -138.9 50 -52.1 -61.1 -70.9 -81.3 -92.5 -104.5 -117.1 -130.5 -144.6 60 -53.7 -63.0 -73.1 -83.9 -95.5 -107.8 -120.8 -134.6 -149.1 2 20 -64.6 -75.8 -87.9 -100.9 -114.8 -129.6 -145.3 -161.9 -179.4 25 -67.0 -78.6 -91.1 -104.6 -119.0 -134.4 -150.7 -167.9 -186.0 30 -69.4 -81.4 -94.4 -108.4 -123.3 -139.2 -156.0 -173.9 -192.6 40 -72.9 -85.6 -99.3 -114.0 -129.7 -146.4 -164.1 -182.9 -202.6 50 -75.9 -89.1 -103.3 -118.6 -135.0 -152.4 -170.8 -190.4 -210.9 60 -78.3 -91.9 -106.6 -122.4 -139.2 -157.2 -176.2 -196.3 -217.6 3 20 -76.8 -90.1 -104.5 -119.9 -136.5 -154.0 -172.7 -192.4 -213.2 25 -79.6 -93.4 -108.3 -124.4 -141.5 -159.7 -179.1 -199.5 -221.1 30 -82.4 -96.8 -112.2 -128.8 -146.6 -165.4 -185.5 -206.7 -229.0 40 -86.7 -101.8 -118.0 -135.5 -154.1 -174.0 -195.1 -217.4 -240.8 50 -90.3 -105.9 -122.8 -141.0 -160.5 -181.1 -203.1 -226.3 -250.7 60 -93.1 -109.3 -126.7 -145.5 -165.5 -186.8 -209.5 -233.4 -258.6 Partially Enclosed 1 20 -51.8 -60.8 -70.5 -80.9 -92.1 -103.9 -116.5 -129.8 -143.8 25 -53.7 -63.0 -73.1 -83.9 -95.5 -107.8 -120.8 -134.6 -149.2 30 -55.6 -65.3 -75.7 -86.9 -98.9 -111.6 -125.1 -139.4 -154.5 40 -58.5 -68.7 -79.6 -91.4 -104.0 -117.4 -131.6 -146.6 -162.5 50 -60.9 -71.5 -82.9 -95.1 -108.2 -122.2 -137.0 -152.6 -169.1 60 -62.8 -73.7 -85.5 -98.1 -111.7 -126.0 -141.3 -157.5 -174.5 2 20 -72.1 -84.6 -98.1 -112.6 -128.2 -144.7 -162.2 -180.7 -200.2 25 -74.8 -87.7 -101.7 -116.8 -132.9 -150.0 -168.2 -187.4 -207.6 30 -77.4 -90.9 -105.4 -121.0 -137.6 -155.4 -174.2 -194.1 -215.1 40 -81.4 -95.6 -110.8 -127.2 -144.8 -163.4 -183.2 -204.1 -226.2 50 -84.8 -99.5 -115.4 -132.4 -150.7 -170.1 -190.7 -212.5 -235.5 60 -87.4 -102.6 -119.0 -136.6 -155.4 -175.5 -196.7 -219.2 -242.9 3 20 -84.3 -98.9 -114.7 -131.7 -149.8 -169.1 -189.6 -211.3 -234.1 25 -87.4 -102.6 -118.9 -136.5 -155.4 -175.4 -196.6 -219.1 -242.7 30 -90.5 -106.2 -123.2 -141.4 -160.9 -181.6 -203.6 -226.9 -251.4 40 -95.2 -111.7 -129.6 -148.7 -169.2 -191.0 -214.2 -238.6 -264.4 50 -99.1 -116.3 -134.9 -154.8 -176.2 -198.9 -223.0 -248.4 -275.2 60 -102.2 -120.0 -139.1 -159.7 -181.7 -205.1 -230.0 -256.2 -283.9 This table is not to be used. MJ6.17.2022 1N* TrI r~ 11.4011r Registry No. 29824 TR s 17520 Edinburgh Dr Tampa, FL 33647 8 r)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,7"EDITION(2020) Manufacturer: GULF COAST SUPPLY&MANUFACTURING,LLC Issued October 21, 2021 14429 SW 2nd Place,Suite G30 Newberry, FL JZooa 352)498-7852 WhAni —i M Manufacturing Locations: Alachua, FL Sebring, FL Montgomery,AL Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) SCOP.. Category: Rooting Subcategory:Metal Roofing Code Edition: Florida Building Code, 7th Edition (2020) High-Velocity Hurricane Zones(HVHZ) Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1 Properties: Wind Resistance RCrCREIe,co Entity Report No. Standard Year Architectural Testing, Inc.(TST1527) 69000.01-450-18 TAS 125 2003 Farabaugh Engineering&Testing, Inc.(TST1654) T126-07 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T128-07 TAS 100 1995 Farabaugh Engineering&Testing,Inc.(TST1654) T129-07 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T130-07 TAS 100 1995 Farabaugh Engineering&Testing,Inc.(TST1654) T132-07 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T215-08 TAS 100 1995 Farabaugh Engineering&Testing Inc. (TST1654) T270-08 TAS 100 1005 Farabaugh Engineering&T_stnV., Inc.(TST1654) T271-08 TAS 100 1995 Farnhorrnh Engineering R Tcctinn Inc,(TCT1654) T272-0R TAC 100 1995 Fnraahariestinn1 iii,. (TST16 4) T273-fl TAS 100 1qG. Farabaugh Engineering&Testing, Inc.(TST1654) T356-10 TAS 100 1995 Force Engineering&Testing(TST5328)72-0313T-06A-C TAS 125 2003 Force Engineering&Testing(TST5328)72-0198T-07A-C TAS 125 2003 Force Engineering&Testing(TST5328)117-0062T-07A-C TAS 125 2003 Force Engineering&Testing(TST5328)117-0062T-07D-F TAS 125 2003 Force Engineering&Testing(TST5328)117-0062T-07G-1 TAS 125 2003 Force Engineering&Testing(TST5328) 117-0062T-07J-L TAS 125 2003 Force Engineering&Testing(TST5328)117-0065T-07A-C TAS 125 2003 Force Engineering&Testing(TST5328)117-0238T-09D FM 4471 1992 Fisrce Engineering,i Testing(av 5,t_L)) FM 4471 Force Engineering&Testing(TST5328) 117-0238T-11A FM 4471 1992 Force Engineering&Testing(TST5328) 117-0378T-11A FM 4471 1992 Force Engineering&Testing(TST5328)117-0378T-11B FM 4471 1992 Force Engineering&Testing(TST5328)117-0378T-11C FM 4471 1992 PRI Construction Materials Technologies(TST5878) HTL-018-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 1272T0002 ASTM B 117 2016 TAS 110 2000 PRI rnnstnlrtinn Materials Tar•.hnnlnnies(TST5R7R) 1272T0003 ASTM R 117 2016 FAs ' n; PRI Construction Materials Technologies(TST5878) 1272T0005 ASTM G 155 2013 TOC 110 Jong PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 TAS 110 2000 GCS20002.2b FL33818-R2 Page 1 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. By Mike Jones at 11:28 am, Jun 07, 2022 Oil G R E E K GULF COAST SUPPLY&MANUFACTURING, LLC MefM!Rnnfing/FIVH7i TECHNICAL SERVICES,LLC PRODUCT DESCRiPTION GulfLok Profile: 1 in.snap lock seam;Max.16 in.coverage Description: Non-structural. snap lock standing seam roof panel with 7/8 in.slotted nail strip Material:Min.26 ga.ASTM A792 AZ50 coated with Florupon®or ASTM A653 G90; min.50 ksi; Shall conform with FBC Section 1507A.3 a 11 12"and 16" Coverage I VersaLoc Profile: 1.5 in.mechanical seam; Max. 18 in.coverage Description: I Non-structural,mechanical lock 180°standing seam roof panel Material: r Min.24 ga.ASTM A792 AZ50 coated with Florupon®or ASTM A653 G90; F =min.50 ksi; Shall conform with FBC Section 1507. 4.3 I lin-I1 iT8" 18"Covarayu 5V Crimp 4 Profile: 7/16 in. ribs at 12 in.o.c.;24 in.coverage Description Non-structural,through fastened rnnf panel Material:Min. 26 ga.ASTM A792 AZ50 coated with Florupon®or ASTM A653 G90; Fy=min.50 ksi; Shall conform with FBC Section 1507.4.3 Min.0.032 in.ASTM B209,3105 H24 aluminum; Optional Florupon®paint finish; I Fy=min.25 ksi; Shall conform with FBC Section 1507.4.3 7/16"t 12" 24"Coverage GCS20002.2b FL33818-R2 Page 2 of4 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. C R E E KGULF COAST SUPPLY&MANUFACTURING,LLC Mut*i Rnnfinn(HvH7) TECHNICAL SERVICES, LLC GuIfPBR Profile:1 1/4 in. ribs at 12 in.o.c.; 36 in. coverage Description: ! Non-structural,through fastened roof panel Material: ; Min. 26 ga.ASTM A792 AZ50 coated with Florupon®or ASTM A653 G90; FY=min. 80 ksi; Shall conform with FBC Section 1507.4.3 1"4"12" 36"Coverage GulfRib Profile: 3/4 in. ribs at 9 in.o.c.; 36 in. coverage Description: Non-structural, through fastened roof panel Material: i Min.29 ga.ASTM A792 AZ50 coated with Florupon(E)or AS I M A653 G90; FY=min. 80 ksi; Shall conform with FBC Section 1507.4.3 3/4"# 36" Coverage GCS20002.2b FL33818-R2 Page 3 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 dues not express nor imply warranty, installation, recommended use,or other product attributes that are not specificaiiy addressed herein. MI CREEK GULF COAST SUPPLY&MANUFACTURING,LLC Metal Rnnfinn(14VW7) TECHNICAL SERVICES, LLC LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Roof slope shall be 2:12 or greater. 4. Reroofing shall be in accordance with Section 1521. 5. Installation of the evaluated products shall comply with this report, RAS 133and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6. 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 nrlr 7th Frnti.. /2N17m H.h_Vc!nrify H irrir7Inn 7nnec (HVH7) nvirinncnri in the refe nr!rIn nta ihrnittp(1 by rhe n ed m factu.uy uro,iaii,cu n,ai,u,a rw cr. R. s 1111 l t i, ! I Gip. , ,p,Qi,•••This item has been digitally signed andGENg.`,V.•. sealed by Zachary R. 2021 .1 0.21 No 74021 Priest,PE,on 10/21/2021. ,7?! / I .A D.t1Iy7s(`' C ' : :.1.'+J.1.1I1PrintaritOpiccn!this L17.", rlr rr ment era not t r tn r. rw rr- •-•r- • .,1 i P' netwirioreR cinnori anr4 i 14-41.r sealed and the signaturecP••: achary R. Priest, P. E.s. O R t O,.• ` must be verified on any Florida Registration No. 74021eie0;S;ONA; `` electronic copies. Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will itacquire;a financial interest in any company manufacturing or di.stributing 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. aarrr nnqrrq 1) APPENDIX A—Installation (3 pages) 2) APPENDIX B—Approved Roof Systems(4 pages) 3) APPENDIX C—Design Wind Loads(3 pages) GCS20002.2b FL33818-R2 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 specificaiiy addressed herein. CREEK GULF COAST SUPPLY&MANUFACTURING,LLC Mofn!Rnnfinn WW1 TECHNICAL SERVICES, LLC AoocNnIX A INSTALLATION 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: 1 Component + Product installation Detail 4-95 HWH vw)od screw i I with sealing washer i/9-i5 HWH WuoUZAC• i screw I Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion 10- 12 Pancake Type A resistant in accordance with FBC section 1507.4.4. Fasteners screw 12-11 Pancake Type A screw 1/4-14 HWH ZAC Impax Installed at panel side lap;Shall be corrosion resistant in accordance with FBC Lap screw section 1`07.4. 4. I 24 ga.in-seam clip I I GulfLok 14.1f4- t r' Ls Clips 1 0.78 ••-- 4-1/4" 2" NC-33003-3 Sliding Clip Fri—J n n TSeaiantsMetal d amzaster Shaii be applied in 1i4"-5i16"continuous beads on the maie rib aiong the seamIMetalRoofSealant GCS20002.2b FL33818-R2 Page 1 of 3 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 specificaiiy addressed herein. ICREEK GULF COAST SUPPLY&MANUFACTURING,LLC Mpf Printing(i-iviv) TECHNICAL SERVICES, LLC ADpCAt111V A Fastening Details Nomenclature Attachment I' MAX. 16" COVERAGE- r I Gu Lok Type.I ( i i P a 1) #10-12 X 1"TYPE A PANCAKE 1 i ter-ulFJ.iN CLIP c CAA. 1 GulfLok Type 2 T/I 11_ _ 1 I I 1 1) #10-12 X 1" TYPE A PANCAKE 1' ri Max. 18" ir i i Vers&LUG Type 1 IIT LI! 1500SC SLIDING CLIP 2) #12-11 x 1"Panhead per Clip ilf"---‘4 41 N/1 4 r . _ 4 4 In!! 1 1tA/1 _-_IF1 __1! -- %w/_ _1_ _ _ I I ) rr - Iii X I - TIC. I 'will I yyi.)c_nIIIIij uvn I!I 5V Type 1 12t14or 1 211 q At Panel Lap Ai Panel Lap— 1/4-14 ap# 1(4-14 x /Al"Lap Screw 24'U.L. Max. 12" 12" 1 12" GuIfPBR Type 1 Tht"------------//—\ 1° 1)#9-15 x 1-112" GCS20002.2b FL33818-R2 Page 2 of 3 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 ewaivation report does nrA express nor irnpiy warranty,installation,recommended use, or other product attributes that are not specifically addressed herein. CR F F K GULF COAST SUPPLY&MANUFACTURING,LLC Maarannling/141/1471 TECHNICAL SERVICES, LLC APP=N DIY A Fastening Details Nomenclature Attachment 1/4-14 x 7/8"Lap Screw @ 24"O.C. Max. l—5" ! 7" I 5" Jr 7. f 5,, a 7" 41\5"--sr t is I GuIfPBR Type 2 t i i I ;. i 1)#9-15x1-1/2" T r S i 1 At Panel tap\1 ulfRib L(1)#9.15 x 1- 1/2•w/Sealer Washer t i6.5"12.5"-f--6.5"--'-, 2.5"-f--6.5"--1-2.5"1-5.5"--1.-2.5'17+' +------- 1- 1/2" i ii 17-. 1 i iGelfRibType2 I 1 - w/Sealer Washer GCS20002.2b FL33818-R2 Page 3 of 3 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 addressee herein. 1 {i. GULF COAST 8U' LY&MANUFACTURING,LLCREEl'C '^ Metal Roofing(HV'HZ) TIE:oHNICAL SERA/I,::EES, LLC APPENDIX B APPROVED ROOF SYSTEMS The following notes shall he observed when using the assembly tables below. 1. Maximum Design Pressur+ (MDP)was calculated using a 2:1 margin of safety per FBC Section 1523.4. 2. Refer to LIMITATIONS and sections of this evalLaticn when using the tatle(s) below. 3. Refer to INsTALLATIQn 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 maxi-num allowable attachment spacing for the rated system. 5. Luderlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 2:i6, Type II installed as described in FBC Section 1518.2.1 with hails and tin caps per 1517.5. 6. Steel Deck shall be designed by others in accordance with FBC requiremen:s and shall be m.nirnurn 22 ga (Fy=min.410 ksi)Wide Rib Deck(Type WR) conforming to ANSI/SDI-RD1.0& FBC. In no case shall the panels be installed on less than 1wa continuous spans,which are spaced a maximum 5-ft o.c. At minimum,the decl' shall be attached with one (1)#12 x 1.5-inch I-M1H self-drilling screws at the bottom of each flute,,maxaimuh,.6-inch o.c. alDncl the support). At minimum,the deck side laps sha I be fastened a maximur-t 6-inch o,c.with#12 x 1 5-inch HWH self-drilling screws, 7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch this APA Span-Rated plywood sheathing or wood plank M maximum 24-inch span for new construction. Existing constructio 1 s•aall be the minimum plywood sheathing or wood plank thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachmeit be less than 8d ring shank nails spaced 6-inch o.c. Roof System Numbers and Definitions _ Y LOK-W# GulfLok over Wood Dec,:(New or Existing) VL-W# _ 1.5"VersaLoc over Wood Deck(new or Existing) 5V-W# By Crim.over Wood D--ak(New or Existing) PBR-W# GuIfPBR over Wood DeckjNew or Existing]_ __ --. RIB-W# GulfRib over Wood Deck(New or Existing)_ w Approved Systems for GulfLalk over Wood Deck(New or Existing) w.- Sy:atcarr' Deck Fire Barrier ll nderlayment Roof Panel Panel Attaachrnent MOP PJo.psi) rOPTIONAL w.wM e3uffLok Type 1 attachment with#10- 12 x T' LOl' W1 Min. 15/32 MinAX?droved fire barrier As required per FBC 26 ga.GulfLok Pancake Type A screw:3 spaced 5-3/16 in.o.c. -121,75CDXplywood r insulation Max. 18-inch coverage Titebond Weathermasi er Metal Roof Sealant applied to male rib. µMin. 15/32 OPTIONAL Y 26 da,Grade 80 GulfLck GulfLok Type 1 attachment #1Q-12 x1"LOK;W..2 Apdroved fire barrier As required per FBC 63x,5 B-C plywood x Insulation Max. 18-inch coverage Pancake Type A screws sperued 5.3/16 in.o. c OPTIONAL GulfLok Type 2 attachment with M I-.OK;W••3 Min. 15/32 Apa.,rovedfire barrier As required per FBC 26 ga.,Grade 80 Gulfl_c k 410-12 x 1"Pancake Type A screws through -161 B-C plywood r Insulation Max. 18-inch coverage clip and spaced 5-3/16 in.o. c.GC 211002.E:b FI.3381E3 2 Foga1 of 4 This evaluation report is provided for Stote of Florida product srpproval under Rule 61G20-3. The manufacturer shall not t/CREEK Technical Seivices,LLC of any product changes or quallly assurance changes througrrout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installat:on, recommended uss,or other product at:r butes that are not specificalt/addressed u ' 'REEK:C"'REEK COAST SUPPLY MANUFACTURING,1.1..0" 3 " ..., Metal Roofing(H0/HZ) TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for VersaLoc over Wood Deck(New or Existing)w — SystemMl a ADeckIrireBarrier1irderlaymentRoofPanelPanelAtlaachn1ent it12;0 Min. 15/32 OP71ONAL Miry.24 ga.VersaLoc VersaLoc Type 1 eittadhhnentL-W-1 B-C I Approvedfire barrier As required per FBC 59 1'5plywoodrInsulationMax. 16-inch coverage with clips spaced;;114 in,o.c. Min. 15/32 1 ^`MdPTioNAL Min.24 ya.VersaLoc --_ ..._ VersaLoc Type? 1 rattatihlnentJL-W-2 B-C plywood Aire roved fire barrier As rrrqulrect per FBC Max. 10-inch coverage with clips spiced r3 in.0.c. 12:3.5 or Insulation Approved)Systems for 5V Cririp over Wood Deck(New or Existing) N M Sy,_,tem ire Barrier/MOP No, Deck nsulation Unde>rlayMent Roof Panel Panel Attachment tl'ts ) OPTIONALMin. 15/32 Min.26 ge,5V Crimp 5V Cdr.v7o Type 1 attachment with t'`.)=15 HWH woodECJW-1 B-C plywood Approved fire barrier As required per FBC 24-inch coverage screws with sealing washers spored 12 in.o.c. 106'9 or Insulation OPTIONAL iV W ? Min. 15/32 Aper'uved fire barrier As rewired per FBC Min.26 pa.5V Crimp 5V Crir;o Type 1 attachment v/ith#9=15 HWH wood _156 9B-C plywood or Insulation 24-inch coverage screws with sealing washers spaced 8 in.o.c. i--_— W Approved Syet ms for GuIfPE IR over Wood Deck(Newor't casting) uK System t=re Barrier/MDP No. Deck insulation Undadayment hoof Panel Panel Attachment pa-) OPTIONALGuifRet?Type 1 attachment with#7-15 '15 HWH WoodZAC Min. 15/32 Min.26 pa,GuIfPBR screws spaced 24 in.c. c.PEIh-VV-I Ap,a wed fire barrier 4:.required L)er FBC pr Ei0.5B-C plywood cr Insulation 3E1-inch coverage Laps fastened With 1/4-14 x 7/8" HV!H ZAC Impax Lap screws spaced 2:4 in.c. c. GC520002.2.b FL3_,81 El•R2 Page 2 of 4 This evaluation report is provided for SI<,te of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical.€€vices, LLC of any product:changes or quality assurance changes throughout the duration for which this report Is valid. This.svaivation report does not express nor Imply warranty,installat on, recommended u.;e,or other product attributes that are not specifically addressed herein. iG u GULF COAST SUPPLY&MANUFACTURING,LLC 1N "..+ i+j Metal Rooiiny(HVnH2) TECHNICAL SERVI E'B, LLC APPENDIX B Approved Systems for GUIfPENiR over Wood Deck(New or f oisting) 5y:=tem Deck F=ire Barrier/MOP No. IrllUlgtion Uricierlayrnent ROO/Panel Panel Attachment palN Min. 1x4 No.2 SYP wood GurtPI3R Type 1 attachment with 49-1:i HWF4 WoodZACpurlinsspacedOPTIONALMin.26 ga,GUIfPBR screws spliced 24 in.c.c.into mod purlinsPBR-W-2 24 in.o.c. Ap,n,°ovedfire barrier As required per FBC 1110.538.inc:h coverage Laps"asteried with 1/4-14 x 7/8 ZAC know Lap screwsoverOrInsulation Min. 15/32 spaced 24 i":.O.C. B-C plywood _ ,., Min. 1x4 No.2 SYP wood GrrIIPEJR Type 2 attachment with kih 15 15 HWHpurlinsspacedOPTIONALMin.26 ga,GUIfPBR WoodZAG screws spaced 12 in.o.c,lute wood purlinsPESR-11%/ 12 in.o.c. Ap,G,wetl fire barrier 4:.required per FBC 38-inch coverage Laps fastened With 1/4-14 x 718" HWM ZAC Impax Lap -1'i1'7a over car Insulation screws spaced 24 in,o.c.Min. 15/32 B-C plywood OPTIONAL GuifPI3R Type 2attachment with 49-115 HWF4WoodZAC PEIR-VV•41 Min. 15/32 Appt>"oved fire barrier As required per FBC Niin.26 tJa,GUIfPBR s«news spaced 12 in.o.c. 154.75B-C plywood r Insulation 36-inch coverage Laps fastened with 1/4-14 x 7/8" HWM ZAC Impax Lap sirews spaced 24 in.o.c. 1.1 11.•...,- w r Approved Systems for GulfRib over Wood Deck(New or IEicietirtg) y: tern Deck F::re eprrier/ Unclorlaylnent Roof Panel Panel Attachment MOPNo. inBUlgtion PO Min. 15/32 OPTIONAL Min.29 ga,GulfRib GuifRib Type 1 attachment with#with 00,15 HWHRIE-W-1 B-C plywood Approved fire barrier 4s required per FBC 3E;..inc h coverage hloodnAC screws spaced 24 in.b;c 7'I, 9 car insulation Min. 1x4 No.2 _._.,.,. — x....- µms .- SYP wood purlins spaced OPTIONAL Min.26ga,C3ulfRib GulfRib Nuhn: 1 Attachment with d9-1 E HWH WoodZACRIE•W 24 in.o.c. Ape.raved fire barrier As required per FBC 3E;-inch coverage screws spaced 24 in.o.c:.into Wood purlins 106.75 over or Insulation Min. 15/32 B-C plywood GCS2f002. 'b F1_3=i£316-122 Fuge 3 of 4 This evaluation report is provided 'or SI:cde of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services,LLC of any product:charoaa or quality assurance changes throughout the duration for which this report Is valid. This avaluatiun report does not express nor Imply warranty, installation, recommended tee, or other product:at:r hutes that are not specifically addressed herein. r. GULF COAST SUPPLY&MANUFACTURING,LLCC"' REE Metal Roollnd(M)J HZ) TIE CHNICAL SERVICEi, LLCAPP'IVI I ;B M kms_ Approved Systems for GulfRib,)vier Wood Deck(Nero or +i ing) mo.,-...—..--.—.,..........-w..„,.,.... System Fre Barrier/MOPDeckUnderlaymentIRncbfPanelPanelAttachmentNo. IneUlgtion 1:1!;') w...-iYLi, r•• ....., r...i...,y w„Mmlf~x./ r......,.n....irrr. m.mv....M.MOr OPTIONAL B .15y5//3322 hAin.26 0a,GulfRib GutfAib Tyve2 attachment with#9-111 HWH WoodZACF:IB-W-3 App,-oved fire barrier As required per FBC 3f;-inch coverage screws spaced 12 in,o.r,. 156.25 Or int illation w.—Min.1x4 No.2 -_.,. w......,— r,r......._M..m..-. M,....r SYP wood purlins spaced t)PTIONAL Min.20 ga,GulfRib GU/fRib Tyne 1 Attachment with 1t9-1R HWH WoodZACRIE-W-4 12 in.o.c. App.uvea tire barrier As required{:ter FBC 164.2536-Inch Coverage screws spaced 12 in.o.c:.into wood puffinsoverorInsulation Min.15/32 B-C plywood M w..wdmiNuiYY--M w..W,.YV- –,, M,. .•. GCS2170Q2, :b FL3 X81 B.R2 Page 4 of 4 This evaluation report is provided'tor 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, recom mended me,or other produce:attributes that are not specifically addressed herein. R EEK GULF COAST:3Ur'FLY&MANUFACTURING,LLC Metal Rooting gFHlIMZ) OHNICAL SER /I:;r:h L.LC APPENDIX C DESIGN WIND 4OAD5 The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 1-16 under the follss,voind provisions: 1. Wind speeds for risk ::at ry I, II, Ill, and IV buildings shall be as defined in Section 1620 of th_:FE3C. 2. Ex:posuire C and D shall tie as gefined in section 1820 of the FBC. 3. [Design wind load provided only for gable/hip rpofs with roof slopes be=tween 2: 12 and 6.1:12 4. All caldulations are based on Ha effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have peen excluded from the analysis 6. Caverhdngs have been elude from the anal'y'sis. 7. Wind directionality factor, Kd 0.85 8. Design wind loads are calculated using Pasd 0.6Puit. 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€0-ft shall De evaluated lbS'a licensyd design prclessiohal 12. Zones 1,2. and 3 shall be defined as shown below, Dimension"a"shall bit 10%of the least horizontal dimension or(C`.l ': Kean Roof Height),whichever IM smaller, but not les_ then either 4%of the least horizontal dimension or,aft Gable Hip 3 2 ;3— 2 momover 3 2 3 a V 2 1 i 2 1 :t 2 1 2 ,i 2 3 2 4 3 2 3 2, l21 a I w. I a I 13 I a I M I a I GCS2000: . .b FI.3 81EI.R2 P,:ge 1 of 3 This evaluation report is provided `or Stade of Florida product Approval under Rule 61G20-3. 'The manufacturer shall notify CREEK Technical: ervicea,LLC of any product char°ges or quality assurance changes throughout the duration for which this re,port Is valid. This evaluation report does not express nor Imply warranty,installation, recommended roe, or other product atrbutes that are not specifically addressed herein. I , GULF COAST SU„'SLY&MANUFACTURING,4-LCcx 1i Metal Roolinq(HVIHZ) TF HNICAL SER/I-:I: L.l.0 APP'h14001' C L.i Roofs in Eixsurrr CIn Mlami-Dade Zi Elr'rnarau0unty(Roof sl:E9s bc!!ween 2:12 and 12:121 Basic rind:<oeed(mph)Mean Roof .. r...... Buil ding"ype Zona FzsnC t I Flit Icd,tut I Risk Cai II Risk Cat II Rifk" t I IV Risk.C st III IVHeight(ft) .._.» 156-,.. fa--- -- 165 170 ....,. 175 --.,.. ; 0 20 _'_.„^., 4311- w, s__74.0,_.... -78.5 33,0 8EL6 _ 25 _ _ -85,1 72,8 77.3 r_ ~ 81.9 - -86677 92.6 1 30 _ 67.4 J'y_'_8"a 80_6___. _ -89,.4 .__, ~904_ gE{.5_ 40 _72,01 . 60.6 85.6 90.7 9¢_f150102, 4n 4.8.~-89 7 -'-_95.0 100.5 7F1129,,( 1,-- 2; 71:: 65.. 4- 3- 1i 107.3-75.$ . s 60 ,.....„..-78.'1 87k1- 93.0 98.5 .....,..-1 1'1.3 20 90, 101.7 108.0 114.4 1 1.1 "•. 129 25 95.(1 106,3, _ 112.8 -119.6 s- 1x5 135.00. Enclosed/ 2 30 99,t1 110.8 117.6 124.6 138 140,8 Partially Open 40 a.:- 10 .1 117.4 124.8 13 .2 13.1,9 1 49:4 r 50 ___. .. 1 . 123.2 130.8__ 138.E _ :1410 156,88_ i...... 60 x'14. 1277.x. .r 135.6,.......'-143.7 10,42.,0 1 Ei2.3 20 08.1 120.!3 _ 128.4 136.0 143.9 153. 25 12 9 12f3.3 _ -134.1. 142.1 160.3 160,5.-.- 3 30 __---_,.... r-i -7 131.7._ 139.8 ______-148.1 _.'7 167_33- 40 _ *...-114,9 139. 7tt - 148.3 157.7 1t3 177.6 T_ 146.k5 15 .5 '-184.7 x•174.3 186.150530308 60 35._7 151, 8K - 161.2 170.82010.7 1p2,9 M8'______86.6'_.........._. r - 91.8 9 1 T103 25 Y__y... - 781 85.2_ - 90.4 _ 95.8 101.4 108.3 1 30 g,...-79,4 88.k 94.3 _ - g ' 99.9 •1Q5> 1'2.8 40 84„1 94,'_ .100.1" 106.0 __-112.2 1 8988 50 T-_•,..-88,:t 9e.gi ti 104.9__» M - 111.1 117.6_• X1;:5.5..._ 60 y....- 91 102 11~ -108.T _•,._ _115.2121 9i30.2- 20 T- 0 ., LL'113 120.6 _.. r - 127.8 1862 144. .. 1 - 25 r - -106.0 118.8 125.9_ 133.4 141.2 TO_7• Partially 30 ____;110.5 123.7" 131.3 139.1 i47.2 1,171 Encloee:d 40 117•x 131.2_ -139.3 .. 4. -147.6 ,. "1 8.2 108.8_ 50 123.0 137.5 146.0 _-154.7 w 103 7 11-74.8., l.... . 60 127.7 1428 x, -151.4 ____: 115469:03. 160.4 1 .7 181 2 72018 13 .8 140.9 1 0 1Ei M 25 s. _ 24.0 I38.'r"147. 2x 186.0 176.2 3 30 29.F 144.Ei 153.5 , -162.8 172.0 183.7 40 y...'3.1 15,4 162.9_ 172.6 _ -102._6 195.0_ 50 143.7 1804_ y_ - 170.7' _ -180.9 191.4 2t1g4..3.- 60 ._._.... 149.0 168.7_ ___ 4 - 177.0• 187.5 19_8_,4 2 1.9. GCS20002,:eib FL33818-R2 013ge a of 3 This evaluation report is provided'sr Stet*Of Florida product.approval under Rule 61020.3. The manufacturer shall notify QREEK Technical,3Ervlces,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 utie,or other product attributes that are not specifically addressed herein. cREEK:GULF COAST:SUPPLY&MANIJFACTt1RINC,LIG Motel Root'nu(h1VH2) rimoo Ti::cHNICAL SERVII:ES. LL C APPENDIX C yab e!, ip Roofs in E:r r -"nhlllarrl-Daden Ill wa.r w..,,, ....., M....+ 4..•.rri.. 44. .. m d ro dy0unty(Roof sla ms hraiweer+2 12 and 12:121 Mean Roof Basic Wind`oeed tmph, Err ding 1'ype Zone Height(ft) ,..•..r 2t l Rid It d;ttt j-"T_ k C til , -Rit la -at II,IV Risk Cat= WOW III IVfkCRiskCciIsa 156 IE,.. 1754.....440.40,.....41... 5 170 160 1 El6 20 74. v ! 3 0._88.8........=94.1 _ ...... 9®- 1063...,, 25 77.0 EIC,.B_ 92.1 __97,8 0, 30 3._.- 1 30 _ __..- -1-1•1--- 4 69i"!_ 95.4 _.. -101.1 147.0 1 4 2 40 84.9 011,-- -100.4 106.3 112.5 1 ,0, 11- 5660 _ 88,(t 98, 104.5' 110.1 117,1 1 551 1.41.1N.1164....: 60 ,_.. -90.i f- 101 107.8 _ ___-114.10 8 1;!8,0 20 _ _ 09.1 x, 122.1 129.6, . x,......,_..+_ 137.4 1-i , 1f5 25 113.2 _ 128.3, -134.4 142.4 _,__.,Y150.7 1f1009 iE nclosecli 2 30 117.2 131"1. 139.2__..• -147`9 _-__ _,=.':158.0 168.6~- Pair;ally Open 49 123.5 137, -146.4 _.._ -155.1 164.1! 1 5,22 Y 50 128.5 _ • _143"31 -152.4,._ 161. ._.._._._ m.r. Y'170.8 18224"' r.,.,,......, 60 r.., X32.4 1 1 157.2 .,... A..- 166.f3 ......-176.2 fs8,2 2t 21 IaCi.1 154.0 163.2_ ....,.. 1-- 172.7 18 ,4 2 13x.5 160. bx- - 159.7. . ,. _169.4 .__ .-179.1 181,2.. 3 3Q 4L_ . ; 9 1559 165.4 am,.'155.0 16111 49 - _.......:146.5 ..183,'3 174.0 _11-____-----118754:: 195,1 U8,3-_ 50 152.5 170.4 192.0a .. 181.1 2:43.1 2.6,$ r.......w -- 60 57. 178.0186.8 29__3.1__ 198.b 209.5 X223,7 r....•.i w w..•.....29 __. 7,9 97,!103.J' 114.1 ma.- 1116.5 124. 4 25 - _ g0,i 101.5 _ 107.8 114. 120,8 P^AgT0 _ 30 94.01 -105.1 111.6'__.. _11$.5 125.1 1;13,61 40 - _.y.. .98,0 110.8 117_4 124.c4 131.6 1 10,5 50 02.9 115.1~ 122.2 129.5 137.0 11863 T~ 6o 06.1 118.7 126.0 133.6 141.3 150. 9w w... 20 _ ,,...,. r..2+-13311.3 144.7 .,.,..*....+-153.3 ......,.-162.2•s-2 3.. 25 _____-_20 141.3.._. 150.0-__. . r- 159,,1 __.::,1 6 2 _ .:1;%9966 Partially 2 34 130• _148.4 155.4_ 164.7 174,2 1fS80' Enclosed 40 137.6_-154.0 163 4 __. y._ - 173.7 183• .2 1s5 6 50 143.3 180.;3 170.1 __~-180.3 190.7 203,6._._ 166,3 .. rte- -175.5 - .. ____186.0 ..,.....196.7 2"0,1s.. 127. 20 , ...,,... 15913 169.1'.,•.... d.,...-179.Z 189. 25 147'7 185,2 175.4 M 185.8 196.6 2"0,0 30 153.0 . 171.1 161.6 192.5 i: 3.63 40 _ _ -160.9 180.0 191.0 202.4 214.2,__ -228,7 50 y_ -167.5 187,3~ 198._9 210,7 223.0 g 1 _ 60 172.7 193.2~ -205.1 . s _ - 217.4 X130.0 245,6 J w.•••.r...r.. t.ma,..,.,./ ..• w.•.rrwr..,emon+ rw ---...ti we.....,. n"•w.r+ , nrr.en GCS20002.2t) F1,33819.4R2 Page?of 3 This,evaluation report is provided for State of Florida product approval wider Rule 61020-3. The manufacturer shall notify GREEK Technical services,LLC of any product changesro quality assurance changes throughout the duration for which this report Is valid. This evaluation report dyes not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. NOTICE OF COMMENCEMENT State of FL Tax Folio No. 169692-0100 County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 15-57 09-2S-29EN ATLANTIC BEACH UNIT NO 2 PTLOT 54 Address of property being improved: 1937 BEACH AVEAtlantic Beach FL 32233 General description of improvements: Metal Re Roof Owner: Elliot Zisser Address: 1937 Beach Ave Atlantic Beach, FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: Ford Roofing Systems Inc. Address: 3839 Millpoint Dr Jacksonville, FL 32257 Telephone No.: (904)314-7671 Fax No: Surety(if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): 07/30/2022 THIS SPACE FOR RECORDER'S USE ONLY OWNER Doc f? 022130100,nP BK'n"oz oage 1718, 5//7/a 2 Number Pages:1 V v Signed: Date: Recorded 05/23/2022 11:41 AM, Before me this /7 day of /'r in the Coffin_Uo DYg.L$ t p JJODYPHILLIPSCLERKCIRCUITCOURTDUVALOfFlorida,has personally appea -• • -ger-.e? COUNTY y Notary Public at Lar:- e of Flor - n Ta : RECORDING $10. 00r LL My commissio pir- • mission" 12979 Personally Kni-•• oFF'• My omm. xpi r Produced I:- i ication: 2021 -2022 LOCAL ..iUSINIESSS TAX RECEIPT JIM OVERTON, DUVAL COUNTY TAX COLLECTOR 231 E.Forsyth Street,Suite 130,Jacksonville,FL 32202-3370 Phone:(904)255-5700,option 3 Fax:(904) 255-8403 h ttp s://taxcoltector.coj.net/ Note -A penalty is imposed for failure to keep this receipt exhibited conspicuously at your place of business. This business tax receipt is furnished pursuant to Municipal Ordinance Code,Chapters 770- 772,for the period October 01, 2021 through September 30,2022. MAUST, ROBERT JOHNSON 3839 MILLPOINT DRIVE JACKSONVILLE, FL 32257 ACCOUNT NUMBER: 220439 BUSINESS NAME: MAUST, ROBERT JOHNSON PHYSICAL ADDRESS: 3839 MILLPOINT DRIVE JACKSONVILLE. FL 32257 CLASSIFICATION CODE: 5 QUALIFYING AGENT,CONTRACTORS COUNTY TAX: 0.00 MUNICIPAL TAX: 100.00 COUNTY LATE PENALTY: 0.00 STATE LICENSE NO: CCC1327698 MUNICIPAL LATE PENALTY: 25.00 TOTAL TAX: 125.00 RENEWAL VALID UNTIL September 30, 2022 ATTENTION*** THIS RECEIPT IS FOR BUSINESS TAX RECEIPT ONLY. CERTAIN BUSINESSES MAY REQUIRE ADDITIONAL STATE LICENSING. This is a business tax receipt only. It does not permit the receipt holder to violate any existing regulatory or zoning laws of the County or City. It does not exempt the receipt holder from any other license or permit required by law. This is not a certification of the receipt holder's qualifications. JIM OVERTON,TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION. Paid INT-23-00011904 01/05/2022 $ 125.00 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 ROOF22-0031 06/08/2022 1937 Beach Ave fordroofing@gmail.com Changes have been made to product approval sheet as needed. Also as requested it is a gable roof that has a pitch of 12/12. Robert Maust 4 4 4 9043147671 By Toni Gindlesperger at 2:30 pm, Jun 09, 2022 By Mike Jones at 7:43 am, Jun 17, 2022 50.00X