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.