HomeMy WebLinkAboutLETTER ROOFING SPECIFICATIONStjSjunoj aiJrl 14S
Arch itectoni, c Inc AE1
(33N VO
February 1, 2018
Saint Lucie County Building Department
Attn: Roof Permit Plan Review
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure
located at, 741 SE Solaz Avenue., Saint Lucie County, Florida
Manufacturer:
I
Extreme Metal Fabricators, LLC.
Profiles:
1" Nail,Strip 26 GA. Steel Roof Panel, FL. #17022.5
Code:
FBC 2017; Section R 905.10
Wind Speed:
160 MIPH; Ultimate Design Wind Speeds
Exposure:
B I
Mean Roof Height:
30' Maximum
Pitch:
1.5 / 12 Minimum
Required Design Pressure:
Zone1: -26.0 Zone 2: -41.0 Zone3: -69.0
Maximum Uplift Pressure:
Zone 1 & 2 -101@ 8" o.c.
Fasteners:
#10 x 1" (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. thru 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 Build!
and the Manufacturer's recommendation
Code Co=Li6rxe pjtrances 201'
BUILDING DIVISIO
FOR COMP
REVIMVED j3Y
DATE
PLANS AND PER IT
MUST BE KEPT ON JOB OR
No INSPECTICIN V"IILL FEE Rfl6^E
rida Building Code,
!CFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTUCTOR OF RECORD
THESE
ARE
REQUIRED ^'i' (' END INSlal:r'I
MAY BE NECESSA:lY h Ot"Lli"i;;. .�i L:
806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com
Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1
Product Report Manufacturer: Extreme Metal Fabricators, LLC.
.0 SW Pama Drive
Compliant with Florida Building Code 2017 (611 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Palm City, Fl. 34990
ST LUCIE COUNT(
BUILDING DIVISION
�J'j
FOR COMPLE
FIEVIEI,VED BY
DATE ; E `'S- t -
fyLUNS r�ND PERMIT
NIUS i UE KEPT ON Joe On
NO INSPECTION WILL. f4MAru=
Product: I" Nailstrip 26GA Steel Roof Panel FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or
Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.)
Rib Height 1"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru
bottom of support.
Adhesive/Sealant : Bostik 915T" Chem -Chalk one component, polyurethane adhesive with
3/16" continuous bead application along base of male rib vertical flange at each panel
seam.
Underlayment: To be compliant with FBC Sec 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
Install Details: Table A Allowable Loads
METHOD 1
1-86
METHOD 2
DESIGN. PRESSURE*
PSF Main field
6" O.C.
-97.25 PSF Perimeter
6" O.C.
FASTENER SPACING
SEAM ADHESIVE
Not required
3/16" continuous bead
.... (see details)
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL S80-06 & UL 1897-04 TEST REPORT 08133.01-450-18 06/30/15 Specimen #1 & #2
i EQUIVALENCY: UL1897-04 is equivalent to Test Standard ULI897--12. *Desi n Pressure mar in of safe 2:1
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial iipf�vst
under this evaluation. ��•��� D
Locke Bowden, P.E. is not owned, operated, or controllOWE
report.
{i��� ��-Air ".,•;,I�_i �,,l.i �?��°D�i!=P �;,t(�R}�
ARE 0l►ti 1 V. (I T
,;; ThAT
NiAY b5 N?0E68A:iY I i 0k01-fi P-j
manufacturing or distributing products
or distributing products under this
'� -• seal
•� STATE OF ; �� :•
°�� ANAL S' E
X'INVALED FASTENERS OR A17ACHM N7
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6TM1 ed..
2. Minimum slope to be compliant with Florida Building Code 2017 Vh ed., and perwith 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 byII Iocal authorities wfjurisdiction 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 61' =ed
22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
Loading.7. This report does not imply warranty, installation, product use outside of this report.
FL 17022.5 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details
16"
Panel Profile
3/4"
1
For METHOD 2:
Apply 3116" Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
#10 X 1" Min. per Table "A"
Pancake Head Wood Screw
(Typical Fastening Pattern Across Width)
I
i
r
i
FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
IFastener
#10 x 1" Min. per Table "A"
Pancake Head Wood Screw
1"Nail Strip Roof Panel ---I
Deck:
15/32" or greater Plywood, or
- VUbod plank
i
f
Isometric View
Seam Adhesive Application:
For Method 2
Apply 3/16" Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table "A")