HomeMy WebLinkAboutEngineering�FL #: FL 17022.1 R6
Mate: 12 / 22 / 16
CBUCK Engineering Page rt No.: 5 - 6-5V-S6W-ER 7
Specialty Structural Engineerlinq CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to "TABLE A" Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to "TABLE A" Below
(along the length of the panel)
■ Rib Interlock: Lapped
■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into
wood plank
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
ALLOWABLE LOADS
METHOD 1:
M OD 2:
METHOD 3:
MET 4:
Design Pressure (ASD)*:
- 86 PSF
- 93.5 PS
-101 PSF
- 228 PSF
Row Spacing:
16 o.c..
16" o.c.
" o.
6" o.c.
Fastener Spacing (along rows):
12 o.c.
12" o
12" O.C.
" O.C.
Fastener Size:
#9
#10
#10
#10
*Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06 & UL 1897-04 — Uplift Test
By Architectural Testing, Inc. - West Palm Beach, FL
(FBC Organization #TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05 / 02./14
Report No.: F3366.01-450-18, Date: 12 / 18 /15
2. TAS 125 — Uplift Test
By Architectural Testing, Inc. - West Palm Beach, FL
(FBC Organization #TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07 / 22 /14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Extreme Metal Fabricators, Inc. Licensee #974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
—FL #: FL 17022.1 R6
ate: 12 / 22 / 16
CBUCK Engineerinq page Report No.:
6 -1676-5V-S6W-ER
Specldlty Structurdl EnglnePrtnq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
-00 24"
12"
3/8"
TOPTIONAL STRIATIONS
Panel Profile
Nominal 12" o.c. I Nominal 12" o.c.
Fastener
#9 x 1-1/2" Min. or #10 X 1-1/2" Min. per Table "A"
Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Overlap Refer to Table "A" for Spacing Along Panel Length
Deck:
-15/32" or greater Plywood, or
- VVood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
_ GL #: FL 17022.1 R6
gate: 12 / 22 / 16
i
CSUCK Engineerin Page Report No.:1 - 76-5V-S6W-ER
N
Speclalty Structural Engtneering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
1 \1y14 11 IJ41QUV1 I
-15/32" or greater Plywood, or Thickness 3" ftdrnum
- Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
ALLOWABLE LOADS
METHOD 1:
M OD 2:
METHOD 3:
METH
Design Pressure (ASD)*:
- 86 PSF
- 93.5 PS
-101 PSF
- 28 PSF
Row Spacing:
16' o.c.
16" o.c.
8"
6" o.c.
Fastener Spacing (across panel width):
12" o.c.
12" ox
12" o.c:
" o.c.
Fastener Size:
#9
10
#10
#10
* Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1.