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15-56
.701 41110-
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
- FILE CIO
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BEL ow:
Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C- 1,2,3,4,5,6,7
PrescripUve'BUR-RAS 150 A,B,C 4,5,6,7
Asphaltic Shingles A,B,D 1,2,4,5,6,7
Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7
1.,2,3,4,5,6,7
Metal moots
Wood Shingles and Shakes A,B,D 1,2,4,5,6,7
HARVEY E. KOEHNEN
Other As Applicable 1,2,3,4,5,6,7 Professional Engineer 32831
7206 Elyue Circle
Port St. Lucie, FL 34952-3212
(772) 489-3036 fax
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations -
Applicable Detail Drawings
-3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7
Anv Renuired Roof Testing/Calculation Documentation
2007 FLORIDA BUILDING CODE COMMENTARY=`'
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General information)
Master Permit No. Process No.
Contractor's Name
Job Address^ �• IOJDIt'. . Fi . 3 4q7f
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mort ffAdlies Y . acoEHNEN
Prof nai Engineer 32831
❑ Asphaltic Metal Panel/Shingles ❑ Wood hingles�%fi�yse Circle
Shingles Port St. -Lucie, FL 34952-3212
(772) 489-3035 fax
❑ Prescriptive BUR-RAS 150 ----�
ROOF TYPE
New Roof ❑ Reroofing— 'fa --Recovering ❑ Repair
ROOF SYSTEM = ��
INFORMATION -
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total � (SF)
:,-
t 1000 tl aa�
y Section B (Roof Plank
Sketch Roof Plan: Illustrate all levels and sections, roof drains; scuppers, overflow scuppers and overflow drains.
Include dimensions of sections arid levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
15-57
2007 FLORIDA BUILDING CODE COMMENTARY
?roject: Pantusso Res and
W Garage,
ROOF: 4/12 & 7/12
DATE: 09/01 /11
27'-8'
a
1 — —
18'-s' I /
6'- 104 12
22
I
,I
4'-20
z
In
I
A
-v- 1 4,112
29'-4'
Z18'b4 h
z
cu
i
r�18'-6'
Awo Btav2
iu -' HIP.: Roof -('7°< 9 < 27
00
v-
24'-2'
HARVEY E. KOEHP1EPi
Professional Engineer 32831
7205 Elyse Circle
a Port St. i-licie,' FL 34952-3212
(772) 459=3038 fax
N
cu
7/12 / /
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007.
High -Velocity Hurricane Zbne Uniform Per
mit Application Form.
Section Q (Steep Sloped Roof System)
Roof.System Manufacturer:
E N, 6, L-0 r4 7- -57459 i,r_- -5 1 f z;)
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From, RAS 127 or
.Calculation &)Ne- 1 ' - Lq?,. L1 - I P2: 13-4-e P 3: - -1`5 - 6,85 4,
Maximum Design Pressure
(From the Product Approval Specific System):
-31 -5 P B *, o,!�� �r_A -�w_ vi HARVEY E. KOF HNEN
Professional En gi er32831
rcle
12
4R9303S fax
Deck Type:
Type Underlayment: -wl .5 s t-
Insulation:
Fire Barrier:
Ridge Ventilation? W'aw-
Fastener Type & Spacing: l� Ph
ILPOF5 <740
Adhesive Type:
Type Cap Sheet:
Type
Mean Roof Height: 6 S�
Roof Covering: "p, P 4 0 6 14-
Type& Size Drip ope 0 A. I
Edge:
Steep- S-raped. ftaof, System Description
Roof Slope:
-i� -1: 12
2�0_411S 111, 1?
2007 FLORIDA BUILDING cobE COMMENTARY 15-59
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007.
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
2 Is-r.oQ1WC,
Root System Manufacturer: ,
'FNd,L--V-'r 50�5 1IdJ' 5r�l�c. d.b�2-&�:vM , I("OP-OrL wl,p-ri j'.
Notice of Acceptance Number:
E L �-AR . .
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations
P2: CoR• i P3: _ &I, I
Maximum Design Pressure
(From the Product- Approval Specific System):
a
Roof Slope:
I� 12
fl_
j
Port St. Lucie, FL 34952-3212
i7721 ,:89-3036 fax
Deck Type: woo v
Type Underlayment: >"a��Gr—�.Y nrutc ea.l' 4l-t � ,� .pj6alz{NG,
Insulation:
Fire Barrier:
erf aoyo-f S_ _
F9PIEN "
Professional Engineer 32631 -
7206 Elyse Circle -
GDa
Ridge Ventilation? Fastener Type &Spacing:
Adhesive Type:
Type Cap Sheet: SNasP Lb��
-rw o 5 ��
Mean Roof Height: 2 8—(o Roof Covering:
Type & Size Drip
Edge:
2007 FLORIDA BUILDING CODE COMMENTARY 15-59
(TUCK. lnc. Florida Ccrti icale n/�Anlhori_ulion � 8064
Specialty Structural Engineering
Evaluation Report
Of
Englert, Inc.
"Series 110.1"
Metal Roof Assembly
for
Florida Product Approval
# FL 11698.7
Florida Building Code 2007
Per Rule 9B-72
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing HARVEY E. KOEHNEN
Product:
Material:
Panel Thickness:
Panel Width:
Support Type:
Professional Engineer 32831
"Series 1101 " Roof ane/ 720S Elyse Circle
Alumin1/nt fort St. Lucie, FL 34962-3212
0.032" (772) 489-3036 fax
16" IL' Wood Deck �{
Prepared for:
Englert, I.nc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
Prepared by:
.James L. Buckner, P.E.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 08-148-1 101-A 3 W-ER
Date: 10 / 22 / 08
Contents:
Evaluation Report Pages 1 — 6
('13UCK, Inc.
133.4 S. Killian Drive. Suite 4, West Prim Ruch. Florida 33403
Phone: (561091-9927, Fax: (561)491-9928 F:nuiil: chucka chuckincmel
k=/es L. Buckner, P.E.
Florid P.E. # 31242
11� 211p8
Specialty Structural Engineering
Manufacturer:
Product Name:
Product Category:
Product Sub -Category
Compliance Method:
Panel Description:
Englert, Inc.
"Series 1101" Panel
FL #: FL'I l 698.7
Date: 10 / 22 / 08
Report No.: 08-148-1101-A,W .tt
Page 2 of 6
CBUC'K. h7c. Florida CerliTcule ol'Auuhori_aliun =- 806.1
Roofing -
Metal Roofing
State Product Approval Rule 98-72.070 (1) (d)
"Series 1 101 ", Nailstrip, Aluminum Roof Panel attached to Wood Deck
Panel Material / Standards: Material: Aluminum
Alloy Type: 3105-H 14
Corrosion Resistance:
Material shall comply with th FloridhAq%44Xir;gK9Al*N"Q, 2 07
Section 1507.4.3. Professional Engineer 32831
7206 Elyse Circle
Panel Dimension(s) Thickness: 0.032" I711n1171Um Port St. Lucie, FL 34962-3212(772) 489-3036 fax
Width: 16" (Maximum net coverage)
Rib Hei-lit: 1"
Support Type: Wood Deck �C
(Design of support system is not included in this evaluation)
. �h
Support Description: 0 19/32' or greater plywood, or
• Wood plank
Slope Range: Minimum slope shall be 3:12 or greater in accordance with the Manufacturers
recommendations and in compliance with FBC 2007, including Sections 1507.4.2
and 1504.7.
Underlayment: Underlayment shall be per manulacturer's euidelines as required in FBC Section
1507.4.5 v
Fire Classification: Fire Classification is outside the scope of Rule 913-72, and is therelore not
included in this evaluation. Additional approved substrates may be added for
Fire C'lassiiication purposes.
FL #:
FL 11698.7
Date:
10 / 22 / 08
Report No.:
08-149-1101-A3W-FR
f aloe
3 ot'6
Specialty Structural EngineeringCl3UCK, Ilk'. Florida Cerli/icule (?fAu1huri_ulion # ,Y064
Attachment Component Roof Panel Fasteners
Description: Size: #10 x 1" (3/16"minimum penetration through deck)
Type: Pancake -Head wood screws
Corrosion Resistance: Per FBC Section 1507.6.6 and 1507.4.4
Standard: Per ANSI/ASME B 18.6.1.
Installation: Englert "Series 1101" Roof Panel to Wood Deck:
f
■ Fastener Spacing: 8" o.c. maximum
(at the nailstrip, along the length of the panel and nominally within 3"
from all ends) y
■ Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
Minimum fastener penetration or embedment into deck, 3/16".
Design Uplift Pressure: v
- 37.5 PSF ( Safety Factor of 2 : 1 )
Install the system in compliance Nvith the attached installation method.
Refer to manul tcturer's installation instructions as a supplemental guide firr
attachment.
FL #: FL 11698.7
Date: 10 / 22 / 08
Report No.: 09-148-1 101-A3% -1A
fi y page 4 of 6
I C'dUCK, Inc. Florida C'erfi ic•u7e of Arnhori_ution :f YO64
Specialty Structural Engineering
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 913-72.070 (3) for
manufacturing under a quality assurance program audited by an approved quality.
assurance entity through Keystone Certifications, Inc. (FBC Organization ID#
QUA 1824)
P.erfo.rmance Standards: The -product described herein has demonstrated compliance with:
• UL580-94 — Test for' Uplift Res•istanc•e of Roof Assen7blies—with Recisions
through February 1998
Code Compliance: The product described herein has .demonstrated compliance with the Florida
Building Code 2007, Section 1504.3.2
Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code, as related to Rule 913-72.
System Limitations: The required design wind loads shall be determined for each project per FBC,
2007, Section 1609. The maximum fastener spacing listed herein shall not be
exceeded. Any rational analysis computations shall be prepared by a qualified
design professional and in compliance with FBC 2007, Sections 104, 105, 106.
Any extrapolation shall address fastener spacing and panel interlock strength.
This report does not evaluate use of this product in the High Velocity Hurricane
Zone.
Referenced Data: 1. UL Class 60 based on UL 580 Uplift Test
By Hurricane Test Laboratories, Inc. (FBC Organization #TST ID: 1527)
Report #0155-0716-04, Specimen #1 Date: 9/21/04 '
2. Quality Assurance
Keystone Certifications, Inc. (FBC On anization IN QUA 1824)
End- lert, Inc. Licensee # 420
3. Certification ol' Independence
By James L. Buckner, P.E. c C'BUCK Engineering
(FBC Organization# ANE ID: 1916)
FL #: FL U 698.7
Date: 10 / 22 / 08
Report No.: ON- 149-1 101 -A.-, "A'A
Paue ol'6
a
I CBUCK. Inc. Florida Certyk-ale ol'.4whorization 8064
Specialty Structural Engineering
Installation Method
Englert, Inc.
"Series 1101" (0.032" Aluminum) Roof Panel Attached to Wood Deck
Integral
Snap L
Profile Drawings
16"
3/411
Panel Profile
Screw vvooci ueCK
Typical Assembly Profile View
FL #: FL 11698.7
Date: 10 / 22 / 08
Report No.: 08-148-1101-A3W-I:R
r Page 6 ot•6
I CBUCK. hic•. rloridu C erlilicvfe uJ'. whuri_ aiun ,'. 8064
Specialty Structural Engineering
Installation Method
Englert, Inc.
"Series 1101" (0.032" Aluminum) Roof Panel Attached to Wood Deck
Fasteners -
o F #10 Pancake -Head Screws
Deck -
19/32" Wood Deck
Typical Assembly isometric View
"Series 1101 "
Roof Panel
WH EYE. KOEHNEN
nai Engineer 32831
5 Elyse Circle
ucie, F,L 34952-3212
),'489-3035 fax
_ -