HomeMy WebLinkAboutAPPROVED, METAL Docs:,. ohlition Viroftla Avon"
PROPERTY INFORMATION
Address: 1244 Nettles Blvd
City / State / Zip: Jensen Beach, FI 34957
Parcel #: 4502-501-1431-00018
Zoning: HIRD
APPLICATION INFORMATION
Permit Number: 2203-0596
Permit Type: ROOF - METAL
CONTRACTOR INFORMATION
Contractor Name:
Cameron Cooper
Business Name:
Florida Coastal Roofing Soultions Lic
Business Addr:
1559 Se Niemeyer Cir
City / State / Zip:
Port St Lucie, FI 34952
REVIEWS AND COMMENTS
REVIEW COMMENTS
Page 1
Owner(s):
Alfred Heins Jr / Christina Clark
Jurisdiction: SAINT LUCIE COUNTY
Lot#: Block:
Stories: Automatic Sprinkler System? No
Fax Number:
Email: Office@Fcrsllc.Com
Review Type Status Reviewed By Date Started Date Completed Date Released
FRONT COUNTER REVIEW COMPLETE Ellen Vaughn 3/18/2022 3/18/2022 3/18/2022
Comment:
NOTIFIED FOR PICK UP PENDING Ellen Vaughn
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Andy Wentz 312912022
Comment: METHOD B DOES NOT MEET THE DESIGN PRESSURES PER TABLE IN PRODUCT APPROVAL. NEED TO
3/29/2022 HIGHLIGHT CORRECT METHOD AND TABLE. THE PROPERTY IS AN EXPOSURE D NOT B. 107 FLORIDA
BUILDING CODE 2020 7TH EDITION
3/30/22, 12:09 PM Florida Building Code Online
Businessa, Professional Regulation€
BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us j BCIS Site Map Links ( Search
d[*r Product Approval
ot,.00l
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL31652-R1
Revision
2020
Approved
Metal Alliance Inc.
2120 SW Poma Dr.
Palm City, FL 34990
(844) 638-2548
orders@metalalliance.com
Tara Faulkner
orders@metalalliance.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the David Eng
Evaluation Report
Florida License PE-81377
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 05/06/2029
Validated By James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL31652 R1 COI 26ga 5V plywood.pdf
Standard
TAS 100
TAS 125
UL 580
Year
1995
2003
2006
hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvveRF2JcHYOR1 mXTYFQZ68OJ2Auoh9SAJCEGRPD2f9rQ%3d%3d 1 /3
Product Approval Method
Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/11/2020
08/13/2020
08/20/2020
10/13/2020
FL # Model, Number or Name
Description
31652.1 i 01: 50ALLV 5V Crimp 26ga
l 50ALLV 5V Crimp panel from 26ga (min) on 15/32" (min)
i
plywood or 3/4" (min) wood plank
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL31652 Rl II 26ga 5V plywood.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes ;
Design Pressure: +N/A/-206
Evaluation Reports
Other: 206psf with 12"-12" pattern @ 8" oc, 117.75psf @ 16"
FL31652 Rl AE 26ga 5V plywood.pdf
Created by Independent Third Party: Yes _61
131652.2 02: 50ALLV 5V Crimp 032 Aluminum
!
50ALLV 5V Crimp panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
! Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL31652 RI II 32AI 5V plywood.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
;Created by Independent Third Party: Yes
Design Pressure: +N/A/-183.5
Evaluation Reports
Other: 183.5psf with 12"-12" pattern @ 12" oc, 116.25psf @
FL31652 Rl AE 32AI 5V plywood.pdf
16" oc
j Created by Independent Third Party: Yes
31652.3� 03: 50ALLV 5V Crimp 26ga
50ALLV 5V Crimp panel from 26ga (min) on 15/32" (min—) — 7
plywood or 3/4" (min) wood plank
Limits of Use
I Installation Instructions
Approved for use in HVHZ: No
! FL31652 Rl II 26ga SV plywood-nonHVHZ.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
( Verified By: David Eng, PE 81377
j Created by Independent Third Party: Yes
Design Pressure: +N/A/-206
Evaluation Reports
Other: 206psf with 12"-12" pattern @ 8" oc, 101psf @ 16" oc
FL31652 Rl AE 26ga 5V plywood-nonHVHZ.pdf
i Created by Independent Third Party: Yes
31652.4 04: 50ALLV SV Crimp 032 Aluminum
!
-- —
50ALLV 5V Crimp panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL31652 R1 II 32AI 5V plywood-nonHVHZ.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377 g
Impact Resistant: N/A
i Created by Independent Third Party: Yes
Design Pressure: +N/A/-183.5
Evaluation Reports
Other: 183.5psf with 12"-12" pattern @ 12" oc
FL31652 Rl AE 32AI 5V pIII ywood-nonHVHZ.pdf
Created by Independent Third Party: Yes
31652.5 j 05: 50ALLCOR Corrugated 26ga
50ALLCOR 0.75" Corrugated panels from 26ga(min) on 2x4
j (nom) battens
j
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL31652 Rl II 26ga 50AIICor battens-nonHVHZ.o f
; Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-161
Evaluation Reports
Other: 161psf with fastener every peak, 101psf with fastener
FL31652 Rl AE 26ga 50AIICor battens-nonHVHZ.pdf
every other peak, battens @ 24"
Created by Independent Third Party: Yes
E31652.6 06: 50ALLCOR Corrugated 26ga
50ALLCOR 0.75" Corrugated panels from 26ga(min) on 15/32"
_
(min) plywood or 3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: Yes
i Installation Instructions
i FL31652 Rl II 26ga 50AIICor plywood.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
j Design Pressure: +N/A/-161
Created by Independent Third Party: Yes
j Evaluation Reports
Other: 161psf with fastener every other peak @ 12" oc, 101
FL31652 R1 AE 26ga 50AIICor plywood.pdf
psf @ 16"oc
Created by Independent Third Party: Yes
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvveRF2JcHYOR1mXTYFQZ68OJ2Auoh9SAJCEGRPD2f9rQ%3d%3d 2/3
Ak:
METAULUAMi
A Value Added Supplier of Metals
26ga 5V Crimp Panels
26ga (min) 5V Crimp exposed fastener panel over 15/32"
(min) plywood
Metal Alliance, Inc
2120 SW Poma Dr I Palm City FL 34990
Produced by Metal Alliance's Network of Approved Regional Manufacturers
Product Description
Exposed fastener 5V-style panel with a 24" coverage and a nominal rib
height of 0.375"
Product Material
26ga (min) steel
26ga is nominally 0.0185" with yield strength of at least 50ksi, and shall be corrosion
resistant per FBC 1507.4.3 where required.
Fastener
#10 1.5-inch fastener with sealing washer
Nominally 12"-12" fastener pattern
Fasteners compliant with FBC 1506.6 where required.
Substrate/Deck
15/32" (min) plywood or
3/4" (min) thick wood plank (min S.G. of 0.42)
Evaluated by:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ Ave #206 1 Gainesville FL
FL PE 81377 1 FL CA 33344
www.TimberLakeCove.com
50ALLV4D
5V CRIMP 26GA
SOP •'��cErvsF' �G' `:
No.81377 _
STATE OF
�� "�Z.ORO—
isf0NAl.G *\
�ttlfilltll
David E Eng
S--'2020.08.12
07:44:57-04'00'
This item has been digitally signed and sealed
by D.E. Eng, PE, on the date indicated. Printed
copies of this document are not considered
signed and sealed and the signature must be
verified on any electronic copies.
Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required.
Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required.
Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted
by local building code or FBC 1511/1521, provided the existing roof meets the conditions required
by the applicable code.
Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required.
Maximum Allowable Loads & Installation Requirements:
Method A: #10 x 1.5" fasteners in 12"-12" pattern at 16" o.c.: 117.75 PSF
Method B: #10 x 1.5" fasteners in 12"-12" pattern at 8" o.c.: 206 PSF
A factor of safety of 2 has been applied.
Technical Documentation:
This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527),
report J6368.19-450-44 RO and to TAS 100 under report J6368.06-450-44 RO.
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2
(non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by FL Rule 61G20-3, method 1D.
This product as described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - Uplift test for roof covering systems
• TAS 125 - Standard Requirements for Meta► Roofing Systems
• TAS 100 - Wind and Wind -Driven Rain
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any
company manufacturing or distributing products under this evaluation. The same entities do
not have, nor will acquire, a financial interest in any other entity involved in the approval
process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be
completed by others. Fire classification and shear diaphragm design are outside the scope of
this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as
required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible
for any conclusions, interpretations, or designs made by others based on this evaluation
report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no
express or implied warranty regarding performance of this product.
Design Process:
The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use
of these tables assumes that the structure is:
• Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
• Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
k Ik METAULce,,_!
A Value Added Supplier of Metals
Instructions: —a
Select the appropriate load table that applies to
the structure in question.
Determine the design wind speed for the project
location.
Use the attachment method indicated for that
windspeed within each roof zone.
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone
concept. For the load tables below, the worst case
was taken for each zone and reported using the
standard zones 1-2-3:
Zone i includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple
scheme, at the expense of some design efficiency.
Contact Metal Alliance Inc for further information,
or consult a licensed design professional.
a-
2
2
3
�2
2
2 2
1 2
2
i 2
3
3
a
2
;
1
X
1
2
1
3 2
2
3
a
� L~
__J
.
L
a: 10%OF LEAST HOIZONTAL DIMENSION OR OAh. WHICHEVER IS SMALLER. BUT NOT
LESS THAN EITHER A".S OF LEAST HORIZONTAL DIMENSION OR 3FT (0.511).
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE.
ROOF ZONES FOR GENERIC BUILDING
METHOD A: • B: i
i --- -12" (NOM) 12" (NOM)
Use this load table for structures which meet the following criteria
Are located in Exposure B area
Have either a flat roof, or gable/hip roof with max slope of 450
Have a mean Roof Height of 30 feet or less
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with max slope of 450
Have a mean Roof Height of 30 feet or less
FL31652.01: 26
a 50ALLV on 15/32" 121ywood
FL31652.01: 26 a 50ALLV on 15/32" PlMood
Wind
105 110 120
130 140
150
160 170
180 190 200
Wind
105
110 120 130
140
150
160 170
180 190 200
Zone 1:
A A A
A A
A
A A
A A A
Zone 1:
A
A A A
A
A
A A
A B B
Zone 2:
A A A
A A
A
A A
A A A
Zone 2:
A
A A A
A
A
B B
B B B
Zone 3:
A A A
A A
A
A A
A B B
Zone 3:
A
A A A
A
B
B B
B
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 70, hip roof with
nix slope of 45°, or gable roof with slope between 200 and 450
Have a mean Roof Height of 30 feet or less
Use this
eet the following criteria:
Are I ated in B, C, or D exposure area
ve either a flat roof less than 7°, hip raaf with
max slope of 45°, or gable roof with slope between 00 and 450
Have a mean Roof Height of 30 feet or less I
CI '211C=•S nA • GnAi i %1 -- f G74.1r1
Wind
105
110 120 130 140
150
160 170 180 190 2 0
Wind
105
110 120 130
140
150
160
170 180 19 200
Zone 1:
A
A A A A
A
A A A A
Zone 1:
A
A A A
A
A
A
A A A B
Zone 2:
A
A A A A
A
A A A A
Zone 2:
A
A A A
A
A
A
B B B
Zone 3:
A
A A A A
A
A A A A
Zone 3:
A
A A A
A
B
B
B B
I
I
I
MEIA.i.
` A Value Added Supplier of Metals