HomeMy WebLinkAboutBUILDING PERMIT REVISIONs
� f
i
i
OFFICE USE ONLY:
DATE FILED: % ':� - /q ' ) -2 PERMIT #
REVISION FEET: RECEIPT #
PLANNING & DEVELOPMENT SERVICES g BY
COPY BUILDING & CODE REGULATION DIVISION St Lucie County
FILE2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
R,FVISION
APPLICATION FOR BUILDING PERMIT R VI
PROJECT INFORMATION
LOCATION/SITE
ADD SS:
•
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATIOO�N:
STATE of FL REG./CERT. #: C�
BUSINESS NAME:
OUA IFIERS NAME: o.�
STATE:
(DAYTIME): 272 -229/ - 9'�2,4
UBUILDER INFORMATION:
t:
LESS:
STATE:
1E (DAYTIME:
HTECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
9123109
06130117
ST. LUCIE CO CERT. #:
ZIP: yf/�
FAX: - ,Y2 2 2
ZIP:
FAX:
ZIP:
FAX:
DEC 19 2018
Permitting Department
St. Lucie County, FL
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. IMAGE II PANEL'
FILE COPY
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 11560.4-R3
ROOFING
METAL ROOFING
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville,.KY 40202
Telephone: (502) 855-430TG e ` - — $ I —
Fax: (502) 855-4200 � T77D u e
ST. LUCIE COUNTY BUI
REVIEWED FOR COMPL'.
PLANS AND PERMIT MUST BE
Prepared By: SITE OR NO INSPECTION(S) '
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
CONCEALSO I=ASMNERS CAR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page) eeee g0 C Kq
Report No. C2181-4
Date: 9.8.2017
MADE
e/
r EN & ��
No 62240
s� '. STATE OF
O�.
A
•':::1 . 20 �'Z
Name:
Panel Description:
Deck Description:
Deck
New Underlayment:
FL 11560.4-R3
C2181-4
9.8.2017
Page 2 of 3
Metal Sales Manufacturing Corporation
Image II
Max.' 16" wide coverage with V high ribs
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Min. 15/32" thick plywood or min. W thick wood plank (min SG of
0.42) for new and existing constructions. Designed and installed as
per FBC 2017.
8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
isting Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
ptional) construction only.
1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Uplift Pressure: 84.25 psf @ fastener spacing. of 24" o.c.
of Safety = 2)
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of/4".
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed. herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505. and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.4-R3
C2181-4
9.8.2017
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report #: 0103-0714-09, Reporting Date 9/1/09
I
ROOF PANEL SEE DETAIL 1
�
n
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
MIN 26 GA.
NEW UNDERLAYMENT
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT
EXISTING SHINGLES
(OPTIONAL)
MAX. 16"
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
EXISTING
UNDERLAYMENT �/ \� MINIMUM ATTACHMENT: 15/32" THICK (MIN.)
ILA 8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD
& ® 4" O.C. AT PLYWOOD EDGES
TYPICAL PANEL INSTALLATION X-SECTION
#10 PANCAKE SCREWS
ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
24
84.25
v GENERAL NOTES:
PLYWOOD 1. ARCHDAC URAL ROOF PANEL
q AS BEEN DESIGNED IN ACCORDANCE WITH THE
DETAIL I 15/32" THICK (MIN.) 2, ROOF PANELS ARE SHALL BE MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH OF
PANEL = 16".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. , IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
I It
w..
.O
v
Z FO
c! o 0
}�} M
ul
Zg� OJJLo
co
2 MJN
Lo
N = O
NUo
J
i
Ln
OF 1