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DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.6652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
.v Me r
a c �.
CONTRACTOR INFORMATION:
STATE of FL REG./CURT.#: GCCt330 Oro Z ST.LUCIE CO CERT.#:
BUSINESS NAME: �7- to a k o v roc
QUALIFIERS NAME: e ( cn
ADDRESS: d 1/e
Vj CITY: L°r STATE. ZIP: 3Z
PHONE(DAYTIME): -7 Z- S'Z8- 7rn a FAX:
OWNER/BUILDER INFORMATION:
NAME: v✓'CA�Z A N C7
ADDRESS: J Q
CITY: i STATE: ZIP: z 2-
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX: t�
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SLCCC: 9123109 -4
Revised 06130117 �
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INTEGRITY Za o - m37 /
MEMETALS 2604 Piper St Ste B
T Vero Beach FL 32609
METAL ROOFING MADE HERE (772) 584-2654
IM100 IntegriLok
26 gauge (min) 16" wide nail strip panel over 15/32" plywood
Florida Product Approval Number 28113
Compliance statement: This product as described has demonstrated compliance with
Florida Building Code 2017, Section 1504.3.2, as required by Rule
61 G20-3, method 1 D
Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL
32960 1 772-584-2654 1 www.intregritymetalsf,.
Product: IntegriLok IM100 is a nailstrip panel with a 16" maximum panel
width, and nominal rib height of 1."
Material: This product is manufactured from 26ga or thicker steel with yield
strength of at least 50ksi, and corrosion resistance per FBC
1507.4.3.
Fastener: #10 x 1" low-profile style fastener compliant with FBC 1506.6.
Substrate/Deck: Minimum 15/32" thick plywood.
Underlayment: Comply with FBC 1507.1.1 where applicable
Slope: Comply with FBC 1507.4.2 where applicable.
Technical Documentation: This product has been tested to the UL 580-06 standard by
Intertek Testing (TST-1527), report 17726.05-450-44 R0. This test
report is owned by Quality Metal Roof Fabricators, who has given
written authorization for Integrity Metals to use this report.
This product has also been tested to UL 580-06 and UL 1897-15
by Intertek, report K4846.01-450-44 R0.
Max. Allowable Loads & Method A: 86psf I Install fasteners every other hole (±10" o.c.).
Installation Requirements: Method B: 108.5psf I Use self-adhering underlayment and install
fasteners in every hole (±5" o.c.).
N
Factor of Safety of 2.0 applied to calculate allowable loads.
Evaluated By: David Eng, PE
Timberlake Cove, LLC ] Cop
E. �, 3324 W Univ.��p fN ,�� U Ave # 206, Gainesville FL 2 /�/ 2�
P.• ' eNs .G PE Lic. No: 81377 �L t/ J (
O: �Xc e � I
y.J�13T 77
CA Lic. No: 33344 REVIEWED FOR
www.timberiakecove.com
BODE COMPLIANCE
ST. L CIE COUNTY
O '
'C FCOR�OP.•' �:� www.IntegrityMeta[sFI.com Uy1BOCC Page�1
ONA%;` , `/
INTEGRITY
METALS 2604 Piper St Ste B
1 Vero Beach FL 32609
METAL ROOFING MADE HERE (772).584-2654
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.
Exclus�oris Si Lim�tat�ons Design of deck and roof structure shall be completed by
others.
-Fire:classification is not part of this evaluation
` Shear;diaphragm design is outside the scope'of this
t �z evaluation.
f This report is limited to compliance-with structural wind load
requirements of FBC 1504.3.2, as required by Rule 61G20
3 Timberlake Cove is not responsible for-any conclusions, a
- <rnterpretat ions,,or designs made by others based on this
evaluatron:reporf this report is Iimltedssolely to
documenting compliance with Rule 61G20-3 ."
, and makes no
.` x express or implied warranty regarding performance of:=this
w
protluct
Design Process. 'The load table In this report prescribes the fastening
3 :` _ ..
�reguirement�for the applicable wintl loads for roofs'within�
1 3 the described, ro For ofs outside of the:listed
i ,
P
3 parameters;°design wmdloads shall be determined as
required by;FBC 1609, using:allowable stress
Engineering-analysis for""project specific approval"by local
E; authorities tiavmg juristlictionn is allowed by other licensed
-priglneers, x
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www.IntegrityMeta[sF[.com Page 2
INTEGRITY
METALS 2604 Piper St Ste B
i Vero Beach FL 32609
MEIAL ROOFING MADE HERE (772) 584-2654
i
Design Load Tables:
Instructions: a
i 3 2 2 3
2 1 2
Select the appropriate load table that applies to >2\�the structure in question. 2 2 2 3ta
Determine the design wind speed for the 2 2 s
project location. / _ 1 2
Use the attachment method indicated for that r windspeed within each roof zone. ; 3 a
_ 7
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ussmwEJI191�\6�.x Noa�rtu ewc..sw�cw sows
M.lt pEfEFMWEDBV OFYaNCRODHN9tKwBE CW!
ROOF ZONES FOR GENERIC BUILDING
Method A: (1) #10 x 1" (min)
p fastener every other hole (±10"
o.c.)
Method B: (1) #10 x 1" (min)
fastener every hole (±5" o.c.) with
0 self-adhering underlayment
Applies to: Applies to:
E)posure: B E)posure: Any
30' max mean roof height 30' max mean roof height
Gable roofs between 1.5:12 and 12:12 Gable roofs between 0:12 and 12:12
Hip roofs between 1.5:12 and 6:12 Hip roofs between 0:12 and 6:12
Low rise, regular shaped buildings per ASCE 7-10 Low rise, regular shaped buildings per ASCE 7-10
No unusual site or building characteristics which No unusual site or building characteristics which
require further consideration require further consideration
FL 28113: 26ga I 100 on 15/32 plywood FL 28113: 26ga IM 100 on 15132 plywood
Wind: 120 130 140 150 160 170 180 200 Wind: 120 130 140 150 160 170 180 200
Zone 1 A I A I A I A I A A A A Zone 1 A A A A A A A A
Zone 2 JAJAJAJAJA A A A Zone 2 JA JA A JA JA 18 16 * ± '
Zone 3 A I A I A I A I A A I A B Zone 3 JA JA B IB *** *** *** ***
www.IntearityMetalsFLcom Page 3