HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
Recelvzo
Pe APR 041818
Ling S ing 0e
t. Lucie cbunt�,partm..,
LOCATION/SITE
PERMIT # 5 L C Vi 0t -'0 (o 6 4
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUIR-`.'Aj� r"571
FORT PIERCE, F
(772) 462-
ADDRESS:
IAS
APPLICATION FOR BUILDING PE
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: COa+k
QUALIFIERS NAME: Loy]C34 AAcj6nl�JA
ADDRESS: 103Aa -rW \111144e C-en+er Dr.
CITY: Po(f a LAcAe - STATE: FIL
PHONE (DAYTR%4E): 13911-4m -3535
OWNER/BUILDER INFORMATION:
.NAME:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: N I A
ADDRESS:'
CITY:
PHONE (DAYTIME):
SLCCC.- 9123109
Revised 0613 0/17
I
ST. LUCIE CO CERT. #:
ZIP: 3,q9 81)
FAX: 21jej -covq
MR
METAL SALES MANUFACTURING CORPORATION
'26 GA. PBR-PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 10999.7-113
STRUCTURAL COMPONENTS
ROOF DECK
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
_ Fax: (502) 8554200
O 04
AZ
Prepared 1y.3 Prepared By:
a9 �� J �S4'4'4 Bala sockalingam, Ph.D., P.E. REVIEWED FOR
Florida Professional Engineer #62240
$o- t 1216 N Lansing Ave., suite C CODE COMPLIANCE
Tulsa, OK 74106 ST, LUCIE COUNTY
Ci wy q�4� Telephone: (918) 492-5992 D®CC
y �F c A 4v FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
GKAL
a -
Y
Manufacturer:
Product Name:
Panel Description:
Materials:
Support Description:
Slope:
FL 10999.7-R3
C2180-7
8.25.2017
Page 2 of 3
Metal Sales Manufacturing Corporation
PBR-Panel
36" wide coverage with (4) 1-1/4" high ribs
Min. 26 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated
steel (ASTM A653) or Galvalume coated steel (ASTM A792) or
painted steel (ASTM A755).
Min. 16 ga., 50 ksi steel section. (Must be designed by others)
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.
Design Uplift Pressure: 41.9 psf @ fastener spacing of 60 o.c. (3 or more spans)
(Factor of Safety = 2) 154.4 psf @ fastener spacing of 24 o.c. (3 or more spans)
Panel Attachment:
At panel ends #12-14 x 1-1/4" long SDS with washer @ 7"-5"-7" o.c. across panel
width
At intermediate #12-14 x 1-1/4" long SDS with washer @ 12" o.c. across panel width
Sidelap Attachment: YV-14 x 7/8" long SDS with washer @ 12" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05(2012).
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product 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 support spacing listed herein shall not be
exceeded. The design pressure for reduced clip spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FL 10999.7-R3
C2180-7
8.25.2017
Page 3 of 3
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.
Supporting Documents: ASTM E1592 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T154-06, Reporting Date 5/15/06
FM 4470 Test Report
ENCON Technology Inc.
C1587-1, Reporting Date 5/17/08
SEE DETAIL 1 PANEL FASTENER PER ALLOWABLE LOAD
THIS SHEET TABLE. SPACED MAX 12" O.C. ACROSS RIBS
ROOF PANEL (REF. NOTES IN FIELD AND TWO FASTENERS AT EACH RIB PANEL
�k PANEL DETAIL) (� 12• (lYP) —mot AT PANEL ENDS (7"-5"-7" SPACING). SIDELIP
1
\ 1/4"-14 X 7/6° SDS WITH WASHER
SPACED AT 12 O.C.
MIN 16 GA., 50 KSI STEEL TYPICAL PANEL INSTALLATION X—SECTION
(DESIGN BY OTHERS) —
a
0
0
� NCO
Zg� O�N
(3� jM1>�^ �
W 5N
00
r.. F
w
STITCH
EEF.)
4
4
mm
#12-14 X 1 1/4" H.H. CORROSION
¢
RESISTANT PLATED FASTENER WITH
GENERAL NOTES:
zoN
SELF SEALING WASHER. SEE
1. STRUCTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
a
ALLOWABLE PRESSURE TABLE FOR
FLORIDA BUILDING CODE (FBC).
SPACING.
2. PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH
OF PANEL = 36".
3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON
u
MIN 26 GA. PANEL
THESE DRAWINGS.
-
�'^
E
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
g
€
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
MIN 16
GA., 50 KSI STEEL
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
(DESIGN
BY OTHERS)
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. PURLINS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
DETAIL 1
i
e �
MET.gi. SALES MANUFACTURING CORPuiiATION
PBR-Panel Uplift Loads
(Min 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 36"
Panel Fasteners
#12-14 x 1.25" long hex head
screws with sealed washer
Panel fasteners spaced at 12"
o.c. across panel width
Sidelap fasteners spaced at
12" o.c.
24
154.4
27
137.2
30
123.5
33
112.3
36
102.9
39
95.0
42
85.5
45
74.5
48
65.5
51
58.0
54
51.7
57
46.4
60
41.9
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 10999.7 and Metal Sales current installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
SOCKAL//V0
E N s F•. 9�'i��'
• No 62240
U• w�
0.55% STATE O .:4U
c;?'.?L�3.?-01-7
Bala Sockalingam, Ph.D., P.E.
FL 62240