HomeMy WebLinkAboutLETTER ROOF SPECIFICATIONSArchitecto' bic Inc
February 2, 2018
Saint Lucie County Building Department
Attn: Roof Permit Plan Review
2300 Virginia Avenue
Ft. Pierce, FL 34982
SCANNED
ST LUCIE COLN7Y
BUILDING DIVISIO '
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st Lucie County
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1 tEVIB�.�'ED r3r
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PLANS AND PEMIT
fL U5 f BE KEPT ON Joe OR
"rJQ IP1S,^��CTIc�Pd WILL BE MADE
Re: Roofing specification prepared fort he St. Lucie County Building Dept. for the structure
located at, 5416 Stately Oaks St., Saint Lucie County, Florida
Manufacturer:
Extreme Metal Fabricators, LLC.
Profiles:
26 Ga. 5v Crimp: FL. #17022.1
Code:
FBC 2017; Section R 905.10
Wind Speed:
160 MPH; Ultimate Design Wind Speeds
Exposure:
B
Mean Roof Height:
30' Maximum
Pitch:
8/12
Required Design Pressure:
Zone1: -24 Zone 2: -40 Zone3: -60
Maximum Uplift Pressure:
-101@ 8" o.c.
Fasteners:
#10 x 1-1/2" (or of sufficient length to meet 3/16" min. penetration
through deck or 5/8" min. embedment into wood plank)
Underlayment:
Owen's Corning Weatherlock, FL# 9777.5 (self -adhering)
Roof Decking:
Existing 5/8" plywood sheathing to be nailed w/8d x 2" ring shank
@ 6" O.C. thrru out zone 1, 4" O.C. perimeter, and 6" O.C. field zone 2,
and 4" O.C. thru out zone 3.
The above approved, as per Florida Building Code Compliance acceptances, 2017 Florida Building Code,
and the Manufacturer's recommendations.
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CONCEALED FAS i ENERS OR 01 ACHMENT�'
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com
Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC,Sec.1507.4.2
Palm'City, FL 34990
ST LUCIE COUNTY
BUILDING DIVISION
IyF �9pLi
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JRE'VIEW D BY
DATE
PLANS AND PER IIT
MUST BE KEPT ON J B OR
NO IP1wPFCTIQPi',":'ILL PE IIAAPE
Yield strength: 50 ksi min.; Attached to min.15/3Z" plywooa of
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Tlr10 14
Corrosion Resistant Compliant: FBC Sec.1S07.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with IBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
i6" O.C.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" ax.
12" o.c.,
22" o.c.
12" o.c.
FASTENER SIZE
. #9
#10
#10
1 #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL SBO-06 & 1897-041 Test Report E[5893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/28/25
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to teststandard UL Fly *Design pressure margin of safety2rl
Locke Bowden, P.E. does not have, not will acquire a financial intt �i►1 L� F�eq pq m�iWfacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by a jW' coj;panVj)m961fhlturea, or distributing products under this
report. + • %f
THESE;;,, !�f,i i'?,�� 1'�I�R►;
z QTENERS OR ATTACK
ARE 10N.
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COLIPIX Ve 1 I I`I AUL f V_��I�I�J.� AL DOES,,
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Fc�l,lo�:. `,;. RESPONSIBILITY OF THE
'•.,;'s,-oN �,a CONTRACTOR OF RECORD
FL17O22.1 5V Crimp (26GA Steel); 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
— Fasteners-
#9 x 1-112' Min. or.
#10 x 1-11T Min. parTab/e A' for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
Deck
15132" or greater Plywood, or
Mod plank
24"
l 12"
1�
oFnoNALsiRlkTKM
Parcel Profile
Nominal 12" 1 Nominal 12"
O.C. I O.C.
Fasten
9 x 1-1/2" Min. or #10 x 1-1/2" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck 15/32" or greater
Plywood, or
-Wood plank