174 15th St ROOF20-0052 MetalOWNER:ADDRESS:CITY:STATE:ZIP:
MARCO MICHAEL 2399 OCEAN BREEZE CT ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
FORD ROOFING SYSTEMS
INC 83 Landrum Lane #104 Ponte Vedra Beach FL 32082
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171866 0000 MANDALAY
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
174 15TH ST ROOF NON SHINGLE METAL ROOF $23000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $170.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $85.00
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.58
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.05
TOTAL: $312.63
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: 8/21/2020
PERMIT NUMBER
ROOF20-0052
ISSUED: 8/21/2020
EXPIRES: 2/17/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 8/21/2020
PERMIT NUMBER
ROOF20-0052
ISSUED: 8/21/2020
EXPIRES: 2/17/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $312.63
ROOF20-0052 Address: 174 15TH ST APN: 171866 0000 $312.63
BUILDING $170.00
BUILDING PERMIT 455-0000-322-1000 0 $170.00
BUILDING PLAN REV RESUBMITTALS $50.00
BUILDING PLAN REVIEW RESUBMITTAL
SECOND 455-0000-322-1006 0 $50.00
BUILDING PLAN REVIEW $85.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $85.00
STATE SURCHARGES $7.63
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.58
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.05
TOTAL FEES PAID BY RECEIPT: R12912 $312.63
Printed: Friday, August 21, 2020 1:08 PM
Date Paid: Friday, August 21, 2020
Paid By: FORD ROOFING SYSTEMS INC
Pay Method: CREDIT CARD 355190188
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12912
ROOF20-0052
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
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This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6TH EDITION (2017)
Manufacturer: DREXEL METALS, INC. Issued August 27, 2019
1234 Gardiner Lane
Louisville, KY 40213
(502) 716-7143
www.drexmet.com
Manufacturing: Port St. Lucie, FL
Quality Assurance: Architectural Testing, Inc. (QUA1844)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Architectural Testing, Inc (an Intertek Company) (TST1527) F8542.01-450-44 UL 580
UL 1897
2006
2012
Architectural Testing, Inc (an Intertek Company) (TST1527) G1899.01-450-18 UL 580
UL 1897
2006
2012
Architectural Testing, Inc (an Intertek Company) (TST1527) F0755.01-450-18 TAS 125 2003
Architectural Testing, Inc (an Intertek Company) (TST1527) F9156.01-450-18 TAS 125 2003
Architectural Testing, Inc (an Intertek Company) (TST1527) F9156.02-450-18 TAS 125 2003
Architectural Testing, Inc (an Intertek Company) (TST1527) 0412-1012-06 TAS 125 2003
Architectural Testing (TST1558) C6413.02-450-18 TAS 125 2003
Architectural Testing (TST1558) D6207-01-450-18 TAS 125 2003
Architectural Testing (TST1558) C6413.01-450-18 TAS 125 2003
Force Engineering & Testing (TST5328) 72-019T0T-07 UL 580
UL 1897
2006
2012
Force Engineering & Testing (TST5328) 72-0314T-06A-C UL 580
UL 1897
2006
2012
Force Engineering & Testing (TST5328) 72-0313T-06A-C UL 580
UL 1897
2006
2012
Hurricane Test Laboratory (TST1527) 0412-1203.07 TAS 125 2003
Hurricane Test Laboratory (TST1527) 0412-1017-05 TAS 125 2003
Hurricane Test Laboratory (TST1527) 0412-01012-06 TAS 125 2003
Hurricane Test Laboratory (TST1527) 0412-0305-07 TAS 125 2003
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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 a re not
specifically addressed herein.
DREXEL METALS, INC.
Metal Roofing
PRODUCT DESCRIPTION
1.5”
Mechanical
Lock
Profile: 1.5-inch mechanical seam; Max.20-inch coverage
Description: Non-structural, min. 180° mechanical lock standing seam roof panel;
Material: Min.16 oz/ft2 ASTM B370 copper; Shall conform with FBC Section 1507.4.3
Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (F y =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall
conform with FBC Section 1507.4.3
1.5” Nail Strip Profile: 1.5-inch snap lock seam; Max.15.5-inch coverage
Description: Non-structural, snap lock standing seam roof panel; slotted nail strip;
Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
PBR and
Econ Line
PBR
Profile: ¾-inch rib; Max. 36-inch coverage
Description: Non-structural, through fastened roof panel
Material: Min. 26ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 (Fy = min. 40
ksi); Shall conform with FBC Section 1507.4.3
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This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
DREXEL METALS, INC.
Metal Roofing
Econo Line 1”
Clipless
Profile: 1-inch snap lock seam; Max.16-inch coverage
Description: Non-structural, snap lock standing seam roof panel; slotted nail strip;
Material: Min. 26 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 40 ksi); Shall conform with FBC Section 1507.4.3
Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall
conform with FBC Section 1507.4.3
Jacksonville
Beach Series
1.5” Clipless
Profile: 1.5-inch snap lock seam; Max.19-inch coverage
Description: Non-structural, snap lock standing seam roof panel; slotted nail strip;
Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 21 ksi); Shall
conform with FBC Section 1507.4.3
Miami Series
1.75 Snap
Lock
Profile: 1.75-inch snap lock seam; Max. 18-inch coverage
Description: Non-structural, snap lock standing seam roof panel;
Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall
conform with FBC Section 1507.4.3
Palm Beach
Series 1.5
Mechanical
Seam
Profile: 1.5-inch mechanical seam; Max.20-inch coverage
Description: Non-structural, min. 90° mechanical lock standing seam roof panel;
Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
Min. 0.032-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall
conform with FBC Section 1507.4.3
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This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
DREXEL METALS, INC.
Metal Roofing
Key West
Series 5-V
Crimp
Profile: ½-inch ribs; Max. 24-inch coverage
Description: Non-structural, through fastened roof panel
Material: Min. 26 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
Stuart Line
Series 1” Nail
Strip
Profile: 1-inch snap lock seam; Max.16-inch coverage
Description: Non-structural, snap lock standing seam roof panel; slotted nail strip;
Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy =
min. 50 ksi); Shall conform with FBC Section 1507.4.3
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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.
DREXEL METALS, INC.
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.
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, 6th Edition (2017) 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 (1 pages)
2)APPENDIX B – Approved Roof Systems (5 pages)
3)APPENDIX C – Design Wind Loads (4 pages)
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This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
DREXEL METALS, INC.
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. Must be corrosion
resistant in accordance with FBC section 1507.4.4.
#10 HWH wood screw
with sealing washer
#10 PH wood screw
#10-11 Eclipse Head
wood screw with sealing
washer
#10-13 PH wood screw
#12-11 PH wood screw
#14 WoodZAC® HWH
screws
#14-13 TH wood screw
#14 PH self-drilling screw Shall penetrate through the top rib of the steel deck a minimum 3/4 in. Must be
corrosion resistant in accordance with FBC section 1507.4.4.
Clips
1500SC 1.5-inch Sliding
Clip
26 ga. top with 22 ga. base galvanized steel, in-seam clip
Miami Series 1.75 Snap
Lock Clip
0.050-inch galvanized steel in-seam clip
Palm Beach Series 1.5
Mechanical Seam Clip
24 ga. galvanized steel in-seam clips
Sealants Bostik Chem Calk 915
Shall be applied in ⅛-inch wide continuous beads along the seam Bostik 70-05A
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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.
DREXEL METALS, INC.
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 thicknesses stated in the tables below are the minimum thicknesses required.
6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga (Fy = min.33 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
1.5ML-W# 1.5 Mechanical Lock over Wood Deck (New or Existing)
1.5NS-W# 1.5 Nail Strip over WoodDeck (New or Existing)
PBR-W# PBR or Econo Line PBR over Wood Deck (New or Existing)
EL1C-W# Econo Line 1” Clipless over Wood Deck (New or Existing)
J1.5C-W# Johnsonville Beach Series 1.5” Clipless over Wood Deck (New or Existing)
M1.75-W# Miami Series 1.75 Snap Lock over Wood Deck (New or Existing)
P1.5M-W# Palm Beach Series 1.5 Mechanical Seam over Wood Deck (New or Existing)
K5VC-W# Key West Series 5-V Crimp over Wood Deck (New or Existing)
S1NS-W# Stuart Line Series 1” Nail Strip over Wood Deck (New or Existing)
Approved Systems for 1.5 Mechanical Lock over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
1.5ML-W1 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC 24 ga. 1.5 Mechanical Lock
Max. 16-inch wide
1500SC 1.5-inch Sliding Clip with
two (2) #12-11 PH wood screws
spaced 24-inch o.c. -59.75
1.5ML-W2 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC 24 ga. 1.5 Mechanical Lock
Max. 16-inch wide
1500SC 1.5-inch Sliding Clip with
two (2) #12-11 PH wood screws
spaced 6-inch o.c. -123.5
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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.
DREXEL METALS, INC.
Metal Roofing
APPENDIX B
Approved Systems for 1.5 Nail Strip over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
1.5NS-W1 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC 24 ga. 1.5 Nail Strip
Max. 15.5-inch wide One (1) #12-11 PH wood screws
spaced 11-inch o.c. along the nail strip -78.5
Approved Systems for PBR or Econo Line PBR over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
PBR-W1 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC 26 ga. PBR
Max. 36-inch wide
One (1) #9-15 HWH wood screw with sealing
washer placed 1.5-inches from each side of
panel lap and one (1) #9-15 HWH wood screw
and sealing washer placed 1.5-inches to one
side of the each intermediate rib (5 fasteners
per panel; 6”-9”-9”-9”-3” pattern); Fastener
rows spaced 24-inch o.c.
-76.75
Approved Systems for Econo Line 1” Clipless over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
EL1C-W1 Min. 15/32
CDX plywood
OPTIONAL
Versashield Solo As required per FBC 26 ga, Econo Line 1” Clipless
Max. 16-inch coverage
One (1) #10 PH wood screws
spaced 6-inch o.c. along the nail strip -71
EL1C-W2 Min. 15/32
CDX plywood
OPTIONAL
Versashield Solo As required per FBC .032 Al Econo Line 1” Clipless
Max. 16-inch coverage
One (1) #10 PH wood screws
spaced 6-inch o.c. along the nail strip;
Bostik 70-05A applied to both sides of the male
rib prior to seam engagement;
-78.5
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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.
DREXEL METALS, INC.
Metal Roofing
APPENDIX B
Approved Systems for Jacksonville Beach Series 1.5” Clipless over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
J1.5C-W1 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC .032 Al Jacksonville Beach
Series 1.5” Clipless
Max. 19-inch coverage
One (1) #10 PH wood screws
spaced 6-inch o.c. along the nail strip;
Bostik 70-05A applied to both sides of the male rib
prior to seam engagement;
-76.75
J1.5C-W2 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 24 ga. Jacksonville Beach
Series 1.5” Clipless
Max. 19-inch coverage
One (1) #10 PH wood screws
spaced 6-inch o.c. along the nail strip;
Bostik 70-05A applied to both sides of the male rib
prior to seam engagement;
-97.25
J1.5C-W3 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC .032 Al Jacksonville Beach
Series 1.5” Clipless
Max. 19-inch coverage
One (1) #10 PH wood screws
spaced 3-inch o.c. along the nail strip;
Bostik 70-05A applied to both sides of the male rib
prior to seam engagement;
-108.5
J1.5C-W4 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 24 ga. Jacksonville Beach
Series 1.5” Clipless
Max. 19-inch coverage
One (1) #10 PH wood screws
spaced 3-inch o.c. along the nail strip;
Bostik 70-05A applied to both sides of the male rib
prior to seam engagement;
-161
Approved Systems for Miami Series 1.75 Snap Lock over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
M1.75-W1 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC .032 Al Miami Series
1.75 Snap Lock
Max. 14-inch coverage
Miami Series 1.75 Snap Lock Clip with
two (2) #10 PH wood screws
spaced 12-inch o.c. -110.5
M1.75-W2 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 24 ga. Miami Series
1.75 Snap Lock
Max. 18-inch coverage
Miami Series 1.75 Snap Lock Clip with
two (2) #10 PH wood screws
spaced 16-inch o.c. -114.25
M1.75-W3 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC .032 Al Miami Series
1.75 Snap Lock
Max. 14-inch coverage
Miami Series 1.75 Snap Lock Clip with
two (2) #10 PH wood screws
spaced 6-inch o.c. -114.25
M1.75-W4 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 24 ga. Miami Series
1.75 Snap Lock
Max. 18-inch coverage
Miami Series 1.75 Snap Lock Clip with
two (2) #10 PH wood screws
spaced 8-inch o.c. -156.75
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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.
DREXEL METALS, INC.
Metal Roofing
APPENDIX B
Approved Systems for Palm Beach Series 1.5 Mechanical Seam over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
P1.5M-W1 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC
.032 Al Palm Beach Series
1.5 Mechanical Seam
Max. 20-inch wide
90° seam
Palm Beach Series 1.5 Mechanical Seam Clip
with two (2) #10 PH wood screws
spaced 24-inch o.c. -63.5
P1.5M-W2 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC
24 ga. Palm Beach Series
1.5 Mechanical Seam
Max. 20-inch wide
90° seam
Palm Beach Series 1.5 Mechanical Seam Clip
with two (2) #10 PH wood screws
spaced 24-inch o.c. -93.5
P1.5M-W3 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC
24 ga. Palm Beach Series
1.5 Mechanical Seam
Max. 20-inch wide
90° seam
Palm Beach Series 1.5 Mechanical Seam Clip
with two (2) #10 PH wood screws
spaced 6-inch o.c. -101
P1.5M-W4 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC
24 ga. Palm Beach Series
1.5 Mechanical Seam
Max. 20-inch wide
180° seam
Palm Beach Series 1.5 Mechanical Seam Clip
with two (2) #10 PH wood screws
spaced 6-inch o.c. -123.5
P1.5M-W5 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC
.032 Al Palm Beach Series
1.5 Mechanical Seam
Max. 20-inch wide
180° seam
Palm Beach Series 1.5 Mechanical Seam Clip
with two (2) #10 PH wood screws
spaced 6-inch o.c. -131
Approved Systems for Key West Series 5-V Crimp over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
K5VC-W1 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC 26 ga. 5-V-Crimp
Max. 24-inch wide
One (1) #10 HWH wood screw with sealing
washer placed through the apex of the inside
rib at the panel lap and through the center rib
of the panel (12-inch o.c. across the panel);
Fastener rows spaced 16-inch o.c.
-78.5
K5VC-W2 Min. 15/32
CDX plywood OPTIONAL
Versashield Solo As required per FBC 26 ga. 5-V-Crimp
Max. 24-inch wide
One (1) #14 WoodZAC® HWH wood screw
with sealing washer placed through the apex of
the inside rib at the panel lap and through the
center rib of the panel (12-inch o.c. across the
panel); Fastener rows spaced 8-inch o.c.
-106.75
A CREEK
Technical Services, LLC
DRX19002 FL30304 Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
DREXEL METALS, INC.
Metal Roofing
APPENDIX B
Approved Systems for Stuart Line Series 1” Nail Strip over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
S1NS-W1 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 24 ga. Stuart Line Series
1” Nail Strip
Max. 16-inch coverage
One (1) #10 PH wood screws
spaced 12-inch o.c. along the nail strip;
Bostik Chem-Calk 915 applied along the fasteners
prior to seam engagement;
-91.25
S1NS-W2 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 24 ga. Stuart Line Series
1” Nail Strip
Max. 16-inch coverage
One (1) #10 PH wood screws
spaced 6-inch o.c. along the nail strip;
Bostik Chem-Calk 915 applied to top of male rib on
fastening side prior to seam engagement;
-136.75
A CREEK
Technical Services, LLC
DRX19002 FL30304 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.
DREXEL METALS, INC.
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 7-10 under the following
provisions:
1. For Hip roofs between 2:12 and 5.6:12, Zone 3 shall be treated as Zone 2.
2. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC.
3. Exposure B, C, and D shall be as defined in section 1609 of the FBC.
4. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12
5. All calculations are based on an effective wind area of 10-ft2 or less.
6. Topographic factors such as escarpments or hills have been excluded from the analysis
7. Overhangs have been excluded from the analysis.
8. Wind directionality factor, Kd = 0.85
9. Vult is shown in the tables below. Design wind loads are calculated using Vasd = Vult√0.6 per 1609.3.1.
10. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional
11. 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
DRX19002 FL30304 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.
DREXEL METALS, INC.
Metal Roofing
APPENDIX C
Gable/Hip Roofs in Exposure B (Roof slope between 2:12 and 6.1:12)
Building
Type Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 140 150 160 170 180 190 200
Enclosed
1
20 -14.2 -16.7 -19.3 -22.2 -25.3 -28.5 -32.0 -35.6 -39.5
25 -14.2 -16.7 -19.3 -22.2 -25.3 28.5 -32.0 -35.6 -39.5
30 -14.2 -16.7 -19.3 -22.2 -25.3 -28.5 -32.0 -35.6 -39.5
40 -15.4 -18.1 -21.0 -24.1 -27.4 -31.0 -34.7 -38.7 -42.9
50 -16.5 -19.3 -22.4 -25.7 -29.2 -33.0 -37.0 -41.2 -45.7
60 -17.3 -20.3 -23.5 -27.0 -30.7 -34.6 -38.8 -43.3 -47.9
2
20 -24.7 -29.0 -33.7 -38.7 -44.0 -49.7 -55.7 -62.0 -68.7
25 -24.7 -29.0 -33.7 -38.7 -44.0 -49.7 -55.7 -62.0 -68.7
30 -24.7 -29.0 -33.7 -38.7 -44.0 -49.7 -55.7 -62.0 -68.7
40 -26.9 -31.5 -36.6 -42.0 -47.8 -53.9 -60.4 -67.3 -74.6
50 -28.6 -33.6 -39.0 -44.7 -50.9 -57.5 -64.4 -71.8 -79.5
60 -30.0 -35.3 -40.9 -46.9 -53.4 -60.3 -67.6 -75.3 -83.5
3
20 -36.6 -42.9 -49.8 -57.2 -65.0 -73.4 -82.3 -91.7 -101.6
25 -36.6 -42.9 -49.8 -57.2 -65.0 -73.4 -82.3 -91.7 -101.6
30 -36.6 -42.9 -49.8 -57.2 -65.0 -73.4 -82.3 -91.7 -101.6
40 -39.7 -46.6 -54.1 -62.1 -70.6 -79.7 -89.4 -99.6 -110.3
50 -42.3 -49.7 -57.6 -66.2 -75.3 -85.0 -95.3 -106.1 -117.6
60 -44.4 -52.1 -60.5 -69.4 -79.0 -89.2 -100.0 -111.4 -123.4
Partially
Enclosed
1
20 -19.1 -22.4 -26.0 -29.8 -33.9 -38.3 -42.9 -47.8 -53.0
25 -19.1 -22.4 -26.0 -29.8 -33.9 -38.3 -42.9 -47.8 -53.0
30 -19.1 -22.4 -26.0 -29.8 -33.9 -38.3 -42.9 -47.8 -53.0
40 -20.7 -24.3 -28.2 -32.4 -36.8 -41.6 -46.6 -51.9 -57.6
50 -22.1 -25.9 -30.1 -34.5 -39.3 -44.3 -49.7 -55.4 -61.3
60 -23.2 -27.2 -31.5 -36.2 -41.2 -46.5 -52.1 -58.1 -64.4
2
20 -29.6 -34.8 -40.3 -46.3 -52.6 -59.4 -66.6 -74.2 -82.3
25 -29.6 -34.8 -40.3 -46.3 -52.6 -59.4 -66.6 -74.2 -82.3
30 -29.6 -34.8 -40.3 -46.3 -52.6 -59.4 -66.6 -74.2 -82.3
40 -32.2 -37.7 -43.8 -50.2 -57.2 -64.5 -72.3 -80.6 -89.3
50 -34.3 -40.2 -46.6 -53.5 -60.9 -68.8 -77.1 -85.9 -95.2
60 -36.0 -42.2 -48.9 -56.2 -63.9 -72.2 -80.9 -90.1 -99.9
3
20 -41.5 -48.7 -56.4 -64.8 -73.7 -83.2 -93.3 -103.9 -115.2
25 -41.5 -48.7 -56.4 -64.8 -73.7 -83.2 -93.3 -103.9 -115.2
30 -41.5 -48.7 -56.4 -64.8 -73.7 -83.2 -93.3 -103.9 -115.2
40 -45.0 -52.8 -61.3 -70.3 -80.0 -90.3 -101.3 -112.8 -125.0
50 -48.0 -56.3 -65.3 -75.0 -85.3 -96.3 -107.9 -120.3 -133.3
60 -50.3 -59.1 -68.5 -78.7 -89.5 -101.0 -113.3 -126.2 -139.8
A CREEK
Technical Services, LLC
DRX19002 FL30304 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.
DREXEL METALS, INC.
Metal Roofing
APPENDIX C
Gable/Hip Roofs in Exposure C (Roof slope between 2:12 and 6.1:12)
Building
Type Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 140 150 160 170 180 190 200
Enclosed
1
20 -18.3 -21.4 -24.9 -28.6 -32.5 -36.7 -41.1 -45.8 -50.8
25 -19.1 -22.4 -26.0 -29.8 -33.9 -38.3 -42.9 -47.9 -53.0
30 -19.9 -23.4 -27.1 -31.1 -35.4 -39.9 -44.8 -49.9 -55.3
40 -21.1 -24.8 -28.7 -33.0 -37.5 -42.4 -47.5 -52.9 -58.7
50 -22.1 -26.0 -30.1 -34.6 -39.4 -44.4 -49.8 -55.5 -61.5
60 -22.9 -26.9 -31.2 -35.9 -40.8 -46.1 -51.6 -57.5 -63.7
2
20 -31.8 -37.3 -43.3 -49.7 -56.6 -63.8 -71.6 -79.8 -88.4
25 -33.2 -39.0 -45.2 -51.9 -59.1 -66.7 -74.8 -83.3 -92.3
30 -34.6 -40.7 -47.2 -54.1 -61.6 -69.5 -77.9 -86.8 -96.2
40 -36.8 -43.1 -50.0 -57.4 -65.4 -73.8 -82.7 -92.2 -102.1
50 -38.5 -45.2 -52.4 -60.2 -68.5 -77.3 -86.7 -96.6 -107.0
60 -39.9 -46.9 -54.4 -62.4 -71.0 -80.2 -89.9 -100.1 -111.0
3
20 -47.0 -55.2 -64.0 -73.5 -83.6 -94.4 -105.8 -117.9 -130.7
25 -49.1 -57.7 -66.9 -76.8 -87.3 -98.6 -110.5 -123.2 -136.5
30 -51.2 -60.1 -69.7 -80.0 -91.1 -102.8 -115.3 -128.4 -142.3
40 -54.4 -63.8 -74.0 -84.9 -96.6 -109.1 -122.3 -136.3 -151.0
50 -57.0 -66.9 -77.5 -89.0 -101.3 -114.3 -128.2 -142.8 -158.3
60 -59.1 -69.3 -80.4 -92.3 -105.0 -118.5 -132.9 -148.1 -164.1
Partially
Enclosed
1
20 -24.5 -28.8 -33.4 -38.3 -43.6 -49.2 -55.2 -61.5 -68.2
25 -25.6 -30.1 -34.9 -40.0 -45.6 -51.4 -57.7 -64.2 -71.2
30 -26.7 -31.4 -36.4 -41.7 -47.5 -53.6 -60.1 -67.0 -74.2
40 -28.4 -33.3 -38.6 -44.3 -50.4 -56.9 -63.8 -71.1 -78.8
50 -29.7 -34.9 -40.5 -46.4 -52.8 -59.6 -66.9 -74.5 -82.5
60 -30.8 -36.2 -41.9 -48.1 -54.8 -61.8 -69.3 -77.2 -85.6
2
20 -38.1 -44.7 -51.8 -59.5 -67.7 -76.4 -85.7 -95.4 -105.8
25 -39.8 -46.7 -54.1 -62.1 -70.7 -79.8 -89.5 -99.7 -110.5
30 -41.5 -48.7 -56.4 -64.8 -73.7 -83.2 -93.3 -103.9 -115.2
40 -44.0 -51.6 -59.9 -68.7 -78.2 -88.3 -99.0 -110.3 -122.2
50 -46.1 -54.1 -62.8 -72.0 -82.0 -92.5 -103.8 -115.6 -128.1
60 -47.8 -56.1 -65.1 -74.7 -85.0 -95.9 -107.6 -119.8 -132.8
3
20 -53.3 -62.6 -72.6 -83.3 -94.8 -107.0 -119.9 -133.6 -148.1
25 -55.7 -65.3 -75.8 -87.0 -99.0 -111.7 -125.3 -139.6 -154.6
30 -58.0 -68.1 -79.0 -90.7 -103.2 -116.5 -130.6 -145.5 -161.2
40 -61.6 -72.3 -83.8 -96.2 -109.5 -123.6 -138.6 -154.4 -171.1
50 -64.6 -75.8 -87.9 -100.9 -114.8 -129.6 -145.2 -161.8 -179.3
60 -66.9 -78.5 -91.1 -104.6 -119.0 -134.3 -150.6 -167.8 -185.9
A CREEK
Technical Services, LLC
DRX19002 FL30304 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.
DREXEL METALS, INC.
Metal Roofing
APPENDIX C
Gable/Hip Roofs in Exposure D (Roof slope between 2:12 and 6.1:12)
Building
Type Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 140 150 160 170 180 190 200
Enclosed
1
20 -21.9 -25.7 -29.9 -34.3 -39.0 -44.0 -49.3 -55.0 -60.9
25 -22.7 -26.7 -31.0 -35.5 -40.4 -45.6 -51.2 -57.0 -63.2
30 -23.6 -27.6 -32.1 -36.8 -41.9 -47.3 -53.0 -59.1 -65.4
40 -24.8 -29.1 -33.7 -38.7 -44.0 -49.7 -55.7 -62.1 -68.8
50 -25.8 -30.3 -35.1 -40.3 -45.9 -51.8 -58.0 -64.6 -71.6
60 -26.6 -31.2 -36.2 -41.6 -47.3 -53.4 -59.9 -66.7 -73.9
2
20 -38.2 -44.8 -52.0 -59.7 -67.9 -76.6 -85.9 -95.7 -106.0
25 -39.6 -46.5 -53.9 -61.9 -70.4 -79.5 -89.1 -99.2 -110.0
30 -41.0 -48.1 -55.8 -64.1 -72.9 -82.3 -92.3 -102.8 -113.9
40 -43.1 -50.6 -58.7 -67.4 -76.7 -86.5 -97.0 -108.1 -119.8
50 -44.9 -52.7 -61.1 -70.1 -79.8 -90.1 -101.0 -112.5 -124.7
60 -46.3 -54.3 -63.0 -72.4 -82.3 -92.9 -104.2 -116.1 -128.6
3
20 -56.5 -66.3 -76.8 -88.2 -100.4 -113.3 -127.0 -141.5 -156.8
25 -58.5 -68.7 -79.7 -91.5 -104.1 -117.5 -131.7 -146.8 -162.6
30 -60.6 -71.2 -82.5 -94.7 -107.8 -121.7 -136.4 -152.0 -168.4
40 -63.8 -74.8 -86.8 -99.6 -113.4 -128.0 -143.5 -159.9 -177.1
50 -66.4 -77.9 -90.4 -103.7 -118.0 -133.2 -149.4 -166.4 -184.4
60 -68.5 -80.4 -93.2 -107.0 -121.7 -137.4 -154.1 -171.7 -190.2
Partially
Enclosed
1
20 -29.4 -34.6 -40.1 -46.0 -52.3 -59.1 -66.3 -73.8 -81.8
25 -30.5 -35.8 -41.6 -47.7 -54.3 -61.3 -68.7 -76.5 -84.8
30 -31.6 -37.1 -43.0 -49.4 -56.2 -63.5 -71.2 -79.3 -87.8
40 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.8 -83.4 -92.4
50 -34.6 -40.6 -47.1 -54.1 -61.6 -69.5 -77.9 -86.8 -96.2
60 -35.7 -41.9 -48.6 -55.8 -63.5 -71.7 -80.4 -89.5 -99.2
2
20 -45.7 -53.6 -62.2 -71.4 -81.2 -91.7 -102.8 -114.5 -126.9
25 -47.4 -55.6 -64.5 -74.0 -84.2 -95.1 -106.6 -118.8 -131.6
30 -49.1 -57.6 -66.8 -76.7 -87.2 -98.5 -110.4 -123.0 -136.3
40 -51.6 -60.6 -70.2 -80.6 -91.8 -103.6 -116.1 -129.4 -143.4
50 -53.7 -63.1 -73.1 -83.9 -95.5 -107.8 -120.9 -134.7 -149.2
60 -55.4 -65.0 -75.4 -86.6 -98.5 -111.2 -124.7 -138.9 -153.9
3
20 -64.0 -75.1 -87.1 -99.9 -113.7 -128.4 -143.9 -160.3 -177.7
25 -66.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.3
30 -68.7 -80.6 -93.5 -107.3 -122.1 -137.9 -154.6 -172.2 -190.8
40 -72.3 -84.8 -98.3 -112.9 -128.5 -145.0 -162.6 -181.1 -200.7
50 -75.2 -88.3 -102.4 -117.5 -133.7 -151.0 -169.2 -188.6 -208.9
60 -77.6 -91.1 -105.6 -121.2 -137.9 -155.7 -174.6 -194.5 -215.5