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385 Plaza ROOF23-0018 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: CHRISTINE BREY DAVIS REVOCABLE LIVING TRUST 385 Plaza Atlantic Beach FL 32233 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: 170020 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 385 PLAZA ROOF NON SHINGLE Metal Roof on Addition $4000.00 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.\tThe roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved.\r\r b.\tAll roofing projects require an In-Progress Inspection.\r\r c.\tSheathing installation and replacement guidelines per APA.\r\r d.\tUnderlayment must conform to FBC-R Table 905.1.1\r\r e.\tShingles must conform to ASTM D3161 G or H, or ASTM D7158 F\r\r 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: 3/21/2023 PERMIT NUMBER ROOF23-0018 ISSUED: 3/21/2023 EXPIRES: 9/17/2023 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $116.50 2 of 2Issued Date: 3/21/2023 PERMIT NUMBER ROOF23-0018 ISSUED: 3/21/2023 EXPIRES: 9/17/2023 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 toler- R5A ., — olo.,90 Building Permit Application Updated 10/9/18 l;' City of Atlantic Beach Building Department ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us co REQUIRED. Job Address: 385 Plaza Atlantic Beach,FL 32233 Permit Number: goo)-23 C Ci Legal Description 5-69 16-2S-29E ATLANTIC BEACH LOT 38 BLK 11 RE# 170020-0000 Valuation of Work(Replacement Cost)$4000 Heated/Cooled SF Non-Heated/Cooled Class of Work: New VAddition Alteration Repair Move Demo Pool DWindow/Door Use of existing/proposed structure(s): Commercial VResidential If an existing structure,is a fire sprinkler system installed?: Yes No Will tree(s) be removed in association with proposed project? OYes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: Install Metal Roof on addition Florida Product Approval#33818.1 for multiple products use product approval form Property Owner Information Name Chritine Brey Davis Revocable Living Trust Address 385 Plaza City Atlantic Beach State FL Zip 32223 Phone 9048680449 E_Niaji gamelconstruction@gmail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor 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 State Certification/Registration# CCC1327698 E-Mail fordroofing@gmail.com Architect Name& Phone# Engineer's Name& Phone# Workers Compensation Insurer Bouchard Insurance OR Exempt n Expiration Date 12/31/23 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 agencies. 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 PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER • • A •TTnRIVFY BEFORE RECORD ie TUR TIC F COMMENCEMENT. Si ature of Owner oZ --- Si:•.ture of Contry f.r) Signeded and sworn to(or affirmed I.- . • me this 9 day of Si ned and sworn to(or affirme. before rile this 9 d•y of 10-5 ,b d G-.Alia - Niru', , t-3 , by -_1 i t-..r.'.. -_Signature of Notary) iP7 "v JACOB1 UST c Notary Public State of Florida ae"aye; JACOB MAUST E Notary Public-State of FloridaCommission#HH 212979 2ersonally Kn. f n OR . ••' ,.. M Comm.Expires Jan 3,2026 rsonally Known OR ' VA 45,.:,iYyg Commission#HH 212979 I ]Produced Identification Borrel through National Notary Assn. ]Produced Identification `'••.'.fof..° ` My Comm.Expires Jan 3,2026 Type of Identification: Type of Identification: Bonded throu•h National Nota Assn. Rsy . 1752egi0trEdinNoburgh29824 DrtrCREEK Tampa, FL 33647 TECHNICAL SERVICES. LLC 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION(2020) Manufacturer: GULF COAST SUPPLY& MANUFACTURING, LLC Issued December 16, 2022 14429 SW 2ntl Place, Suite G30 Newberry, FL 32669 352)498-7852 www.qulfcoastsupply.com Manufacturing Locations: Alachua, FL Sebring, FL Montgomery,AL Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110) SCOPE Category: Roofing 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 REFERENCES Entity Report No. Standard Year Architectural Testing, Inc.(TST1527) B9000.01-450-18 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 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T271-08 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T272-08 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T273-08 TAS 100 1995 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-I 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 Force Engineering&Testing(TST5328) 117-0238T-09E FM 4471 1992 Force Engineering&Testing(TST5328) 117-0238T-11A FM 4471 1992 Force Engineering&Testing(TST5328) 117-0378T-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 Construction Materials Technologies(TST5878) 1272T0003 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1272T0005 ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 TAS 110 2000 GCS20002.3b FL33818-R3 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. CREEK GULF COAST SUPPLY&MANUFACTURING,LLC x C Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION GulfLok I Profile: 1 in.snap lock seam; Max.16 in.coverage Description: 1 Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip Material: i 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 12"and 16" Coverage VersaLoc Profile:1 1.5 in. mechanical seam; Max. 18 in.coverage Description: ; Non-structural, mechanical lock 180°standing seam roof panel Material: I Min 24 ga.ASTM A792 AZ50 coated with Florupon®or ASTM A653 G90; Fy= min. 50 ksi; Shall conform with FBC Section 1507.4. 3 111 M 16'-18'Coverage 5V Crimp I Profile:j 7/16 in. ribs at 12 in.o.c.; 24 in. coverage Description: I Non-structural, through fastened roof 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; Fy=min. 25 ksi; Shall conform with FBC Section 1507.4.3 7/ 16";. 12" 24" Coverage GCS20002.3b FL33818-R3 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. CREEK GULF COAST SUPPLY&MANUFACTURING,LLC fqt Metal Roofing(HVHZ) h" TECHNICAL SERVICES. LLC LIMITATIONS 1. This report is not for use outside the HVHZ. 2. Fire classification is not within the scope of this evaluation. 3. 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. 4. Roof slope shall be 2: 12 or greater. 5. Reroofing shall be in accordance with Section 1521. 6. Installation of the evaluated products shall comply with this report, RAS 133, 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, 7`" Edition (2020) High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. 0%.,RY11R.'IA i This item has beenP•E.' •c`,, digitally signed and 2022.1 2. 1 6 v. ' F 2 sealed by Zachary R. QNo74021Priest, PE,on 12/16/2022.08:38:30 Printed copies of this mow•„-a„w, p; c document are not 051001 STATE OF :•tU considered signed and 0 '• i sealed and the signature P ••g Zachary R. Priest, P. E. O R t `1,. `.% must be verified on any Florida Registration No. 74021SS N A E N`•` electronic copies. 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 (3 pages) 2) APPENDIX B—Approved Roof Systems(4 pages) 3) APPENDIX C—Design Wind Loads(3 pages) GCS20002.3b FL33818-R3 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. CREEK GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, APPENDIX A Fastening Details Nomenclature Attachment MAX. 16" COVERAGE f GulfLok Type 1 1) #10-12 X 1" TYPE A PANCAKE GulfLok'" CLIP 24 GA. GulfLok Type 2 1) #10-12 X 1" TYPE A PANCAKE- 4' Max. 18" VersaLoc Type 1 IN R 1500SC SLIDING CLIP 2) #12-11 x 1" Panhead per Clip 1 ) #9-15 x 1 -1 /2" HWH w/Sealing Washer 5V Type 1 1211 1 41' At Panel Lap AtPanel Lap 1/4-14 x 7/ 8" Lap Screw @ 24" O.C. Max. - 12"12" 12" GuIfPBR Type 1 1) #9-15 x 1- 1/2" GCS20002.3b FL33818-R3 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 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(HVHZ) TECHNICAL SERVICES. LLC 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 1523.4. 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. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226, Type II installed as described in FBC Section 1518.2.1 with nails and tin caps per 1517.5. 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. In no case shall the panels be installed on less than two continuous spans,which are spaced a maximum 5-ft o.c. At minimum,the deck shall be attached with one(1)#12 x 1.5-inch HWH self-drilling screws at the bottom of each flute(maximum.6-inch o.c. along the support). At minimum,the deck side laps shall be fastened a maximum 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 thick APA Span-Rated plywood sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall 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 attachment be less than 8d ring shank nails spaced 6-inch o.c. Roof System Numbers and Definitions LOK-W# GulfLok 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# GuIfPBR over Wood Deck(New or Existing) RIB-W# GulfRib over Wood Deck(New or Existing) Approved Systems for GulfLok over Wood Deck(New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment po.P OPTIONAL GulfLok Type 1 attachment with#10-12 x 1" Min.15/ 32 Min.26 ga.GulfLok Pancake Type A screws spaced 5-3/16 in.o.c. LOK-W-1 Approved fire barrier As required per FBC 121.75 CDX plywood or insulation Max. 16-inch coverage Titebond Weathermaster Metal Roof Sealant applied to male rib. OPTIONAL Min. 15/32 26 ga.,Grade 80 GulfLok Gulflok Type 1 attachment #10-12 x 1" LOK-W-2 B-C plywood Approved fire barrier As required per FBC Max. 16-inch coverage Pancake Type A screws spaced 5-3/16 in.o.c - 63.5 or insulation Min. 15/32 OPTIONAL 26 ga.,Grade 80 GulfLok GulfLok Type 2 attachment with LOK-W-3 Approved fire barrier As required per FBC 10- 12 x 1"Pancake Type A screws through -161 B-C plywood or insulation Max. 16 inch coverage clip and spaced 5-3/16 in.o.c. GCS20002.3b FL33818-R3 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. CREEK GULF COAST SUPPLY&MANUFACTURING, LLCiI,----Metal Roofing(HVHZ) TECHNICAL SERVICES. LLC APPENDIX C Gable/Hip Roofs in Exposure C in Miami-Dade&Broward County(Roof slopes between 2:12 and 12:12) Basic Wind Speed(mph) Building Type Zone Mean Roof Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III,IV Risk Cat III,IV Height(ft) 156 165 170 175 180 186 20 62.3 69.7 74.0 78.5 83.0 88.6 25 65.1 72.8 77.3 81.9 86.7 92.6 1 30 67.9 75.9 80.6 85.4 90.4 96.5 40 72.0 80.6 85.6 90.7 95.9 102. 4 50 75.5 84.5 89.7 95.0 100.5 107.3 60 78.3 87.6 93.0 98.5 104.2 111.3 20 90.9 101.7 108.0 114.4 121.1 129.3 25 95.0 106.3 112.8 119.5 126.5 135.0 Enclosed/ 30 99.0 110.8 117.6 124.6 131.8 140.8 Partially Open 2 40 105.1 117.6 124.8 132.2 139.9 149.4 50 110.1 123.2 130.8 138.6 146.6 156.6 60 114.2 127.7 135.6 143.7 152.0 162.3 20 108.1 120.9 128.4 136.0 143.9 153.7 25 112.9 126.3 134.1 142.1 150.3 160.5 3 30 117.7 131.7 139.8 148.1 156.7 167.3 40 124.9 139.7 148.3 157.2 166.3 177.6 50 130.9 146.5 155.5 164.7 174.3 186.1 60 135.7 151.8 161.2 170.8 180.7 192.9 20 72.9 81.6 86.6 91.8 97.1 103.7 25 76.2 85.2 90.4 95. 8 101.4 108.3 1 30 79.4 88.8 94.3 99.9 105.7 112.9 40 84.3 94.3 100.1 106.0 112.2 119.8 50 88.3 98.8 104.9 111.1 117.6 125.5 60 91.6 102.4 108.7 115.2 121.9 130.2 20 101.5 113.6 120.6 127.8 135.2 144.3 25 106.0 118.6 125.9 133.4 141.2 150.7 Partially30 110.5 123.7 131.3 139.1 147.2 157.1 Enclosed 2 40 117.3 131.2 139.3 147.6 156.2 166.8 50 123.0 137.5 146.0 154.7 163.7 174.8 60 127.5 142.6 151.4 160.4 169.7 181.2 20 118.7 132.8 140.9 149.3 158.0 168.7 25 124.0 138.7 147.2 156.0 165.0 176.2 3 30 129.2 144.6 153.5 162.6 172.0 183.7 40 137.1 153.4 162.9 172.6 182.6 195.0 50 143.7 160.8 170.7 180.9 191.4 204.3 60 149.0 166.7 177.0 187.5 198.4 211.8 GCS20002.3b FL33818-R3 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 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(HVHZ) TECHNICAL SERVICES. LLC APPENDIX C Gable/Hip Roofs in Exposure D in Miami-Dade&Broward County(Roof slopes between 2:12 and 12:12) Basic Wind Speed(mph) Building Type Zone Mean Roof Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III,IV Risk Cat III,IV Height(ft) 156 165 170 175 180 186 20 74.8 83.7 88.8 94.1 99.6 106.3 25 77.6 86.8 92.1 97.6 103.3 110.3 1 30 80.4 89.9 95.4 101.1 107.0 114.2 40 84.5 94.5 100.4 106.3 112.5 120.1 50 88.0 98.4 104.5 110.7 117.1 125.1 60 90.7 101.5 107.8 114.2 120.8 129.0 20 109.1 122.1 129.6 137.3 145.3 155.1 25 113.2 126.6 134.4 142.4 150.7 160.9 Enclosed/ 2 30 117.2 131.1 139.2 147.5 156.0 166.6 Partially Open 40 123.3 137.9 146.4 155.1 164.1 175.2 50 128.3 143.6 152.4 161.5 170.8 182.4 60 132.4 148.1 157.2 166.6 176.2 188.2 20 129.7 145.1 154.0 163.2 172.7 184.4 25 134.5 150.5 159.7 169.3 179.1 191.2 3 30 139.3 155.9 165.4 175.3 185.5 198.1 40 146.5 163.9 174.0 184.4 195.1 208.3 50 152.5 170.6 181.1 192.0 203.1 216.8 60 157.3 176.0 186.8 198.0 209.5 223.7 20 87.5 97.9 103.9 110.1 116.5 124.4 25 90.7 101.5 107.8 114.2 120.8 129.0 1 30 94.0 105.1 111.6 118.3 125.1 133.6 40 98.8 110.6 117.4 124.4 131.6 140.5 50 102.9 115.1 122.2 129.5 137.0 146.3 60 106.1 118.7 126.0 133.6 141.3 150.9 20 121.8 136.3 144.7 153.3 162.2 173.2 25 126.3 141.3 150.0 159.0 168.2 179.6 Partially 30 130.8 146.4 155.4 164.7 174.2 186.0 Enclosed 2 40 137.6 154.0 163.4 173.2 183.2 195.6 50 143.3 160.3 170.1 180.3 190.7 203.6 60 147.8 165.3 175.5 186.0 196.7 210.1 20 142.4 159.3 169.1 179.2 189.6 202.5 25 147.7 165.2 175.4 185.8 196.6 ' 210.0 30 153.0 171.1 181.6 192.5 203.6 217.4 3 40 160.9 180.0 191.0 202.4 214.2 228.7 50 167.5 187.3 198.9 210.7 223.0 238.1 60 172.7 193.2 205.1 217.4 230.0 245.6 GCS20002.3b FL33818-R3 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 addressed herein.