RF-13-1635Miami Shores Village CBJV
Building Department MAY 0 7 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:^
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
y m LM _fnFBC 20
DING ermit No. /'� — /6 a6
PERMIT APPLICATI '. ermit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: /O '. - � %1i61141Z o re's
CityMiami Shores Q County: bQG�2 Miami Dads u;'Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder):_Q ri e - /eirre, Phone#:
Address: (9 i-117
City: Atz z res State: r/ Zip: 3 1
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: /J Phone#: / �� -
Ad 7CU 4 (_
Ci j h State:
ire_ Zip
E
Qu ry r H40 75a m Ime r Vj L_Phone#: l-
Sta Cer#�"patio or Re 'stration #: C C / 3 2 to Certificate of Competency #:
Co dy C%ON• -' Email Address: 5
D IN 1: r tect/Bngineer: Phone#:
V eVf iw this Permit: $ Square/Linear Footage of Work: � 7 7
� 64 Addition ,Alteration./ LI❑Repair/Replace ❑D olition
D rk: /A/�nea ! ��15 Ve rd W -6 -yl
Y. nn
Color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
.Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
city State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY - RESULT IN YOUR PAYING 'TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must -be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent Contractor
ment w ackn wled ed before me this The foregoing instrument was acknowledge
r
204 , by , 2Q% , by
own to me or who has produced who ' erson own t me or who tas.l
As identification and who did take an oath. as identification and wl
My Commission Expires:
NOTARY PUBLIC:
_ M moi.,-.
E3=i /
APPROVED BY e P1ans.Examiner Zoning
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1=009)(Revised 3/15/09)
Clerk
Miami Shores Village
PERMIT APPLICATION
ling Department
id Avenue, Miami Shores, Florida 33138
D5) 795-2204 Fax: (305) 756-8972
LINE PHONE NUMBER: (305) 762-4949
❑BUILDING ❑ ELECTRIC X ROOFING
77IAY MALY2 2014
BY:
FBC 20
Master Permit No. K F— 8 -- 1635-
-r
Sub Permit No.
❑ REVISION ❑ EXTENSION rjiRECEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: �5r1. IV �-�✓ V %� a `^—
Folio/Parcel#: / I/ Z 13 (a d 11Q 7 Q n Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): �Q rii �. *►, erQ. Phone#:40A
,1
Address:. 7 b i� j �i' 44%. S %
City: '�.� 4 lA•1� S L-.0 1(` It SState• L Zip: 3s 4L
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR:: Company Name: &I 1 � ,�fr� t;e--s 17 Phone#: � - ��� y �g
Address: 10 r0 0 S VO—Ir ��` 11.40 C !/p] ) - V b % 1 a 1I-► V%Q 1--er
State: —42 L Zip:
rid: /l) (�/i9-�%Zy 1 L Phone#: ..
:alrion or Registration #: (3 e-0— ertificate of Competency M 0
krchitect/Engineer: Phone#:
s - City: State: Zip:
i of rl ' for this Permit: $ Square/Linear Footage of Work:
F�lPk` ❑ Addition ElAlteration ❑ New ❑ Repair/Replace ElDem°
iiiQ o °Work: AAA- i" LL,,- .�1 aL are ct 6 to a
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
DBPR $ Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ _
Bonding Company's Name
Bonding Company's Address
City
Mortgage Lender's Name (i
Mortgage Lender's Address
City
4
if applicable)
State
-�
f applicable)
State
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature .�v� f*�S V �t
OWNER or AGENT CONTRACTOR
i instrument was acknowledged before me this The foregoing instrument was acknowledged be
Y of 20/C/- by Z-/ day of 20
who is sonal k own to , who i e�sor
produced
who did take an oath.
Seal:
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Seal:
to
I
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
w
; z
r
i a Building Code Edit
I, cN Hurricane tone Uniform Permit
13 _
Miami Shores Vil
' lT
ZONING DEPT
EPT
COMPLIANCE WITH ALL FEDERAL
AND COUNTY RULES AND REGULATIONS
Master Permit No. rj Met
., -I • I.7 ~ / (Q s7;� Process No.
Contractor's Nampe
Job Address 3 D Ai%Q9 gi -,,Wj* SA4V res 331 to OK
Of
RAAC CATEGOWY
❑ Low Slope1Aechanleally Fastened Tile j 13Mortar/Adhesive Set Tile!
``
' *fi
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes q
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
CLE IV�°
❑ Repair ❑ Maintenanc MAY 00 01
4
rZ
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
11-4
SCtinn R (Rnnf pl n1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
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FLORIDA BUILDING CODE — BUIgDI4 : %:
• •• •• • •• • •• ••
••• •
0
••• • •
• ••
.......
see
. .. ...
E
v t
y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
r ' a
SECTION 4402.14
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
e
INSTRUCTION- PAGEE., . .
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PER,
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
C
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
ABC
1 2 3,4,5.6,7
Prescriptive BUR -RAS 150
ABC
4.5.6.7
Asphaltic Shingles
A B D
1,2.4,5,6.7
f Applicable l7etall Drawings •;
Concrete or Clay Tile
A.Btp,E
1.2.3.4,5.6.7
•
•
1.2.3,4.5.6.7
Metal Roofs
Ap B D
Wood Shingles and Shakes
ABD
1 24.5,6.7
Other
As Applicable
1.2.3.4.5.6.7
ATTACHMENTS REQUIRED:
1.
fl -
Fire Directs Listln Page -
a e-2.
2.
From Product Approval:
Front Page , .w
Specific S Item Description
',Speelfic Sjisfem Limitations
General Llinkations s ' ti
f Applicable l7etall Drawings •;
:.
Design Caic4lationq.Per. Chapter.. 6,.o: If�Alipllcable, RA$ 'I2 71or RAS
•
•
• •
0th 'Com onent of Product 4poebyat':' we 9: A: �� •�
• ••
190 •• v .�. • • • o 4-w#
5.
Municipal Permit Application
• 6.
O •ers Notification for Roofin o i erationa Ae*poofin 0000n
•ti
: 7
•
• *Anj R Roof Testin •: :
_:
uired /Calcuration Doc Qn• bn
• • ••• • • • • •••
FLORIDA0,BtjILQINCCCOGE:— DUiLD=NG
•• 0• • 0 • •• •: •:•
• • • • • • • • • •
r�F=7- 13-135
HURRICANE ZONES
1111 V 11� 111
JUN �1
Florida Building Code
Section D (Steep Slowed Roof System)
Roof System Manufacturer: t>ok2.. j r3
Product Approval Number: 12'—o104 . oce
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1• 3?'/ P2: ' P3• � 100 7
Maximum Design Pressure
Product Approval Specific System: ^
Method of file attachment: xI�dr---
Steep Sloped Roof System Description
Deck Type: / l �
S�Yo L t�a0 v7
ype Underlayment:
Roof Slope: O
Insulation:
12
Fire Barrier:
Ridge Ventilation?
N�-
.. ... . . . . . ..
•. .: ••r: •4 . .
Mean Roof Height: A •; •
'. ••
• ...
....
.......
.
....
......
.
....
.
.
...
.
2010 FLORIDA BUILDING CODE —RESIDENTIAL
Type & Spacing: ]� w
�✓ILO. i
l(erO.G. %47`'zi I [q• .
I ype: /
Cap Shee
[�iz_ 4t
Roof Covering:
__0 LA_
Type & Size Drip
dge: 3 ��
A'Glf
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
i r
Florida Building Code Edition 2007'
High Velocity Hurricane Zone Uniform Permit Application Form.
v#:
Section n (teeg) Sloped Roof Siem)
Roof System Manufacturer: 47;,-OPA-L, r2l�
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculation
SA: P2• P3• �' •7
axim esign Press re
(Fro the Product Appr val Speci c System):
Deck Type: I �
Type Underlayment:
781ope: Insulation: �+
Fire Barrier: --=
Ridge Ventilation? Fastener Type & Spacing: w�
Adhesive Type:
Mean Roof Height: �0
Type Cap Sheet:
Roof Covering: G -n (,er
...
.. :
: :
: : TYpe &Size Drip.. .. '? )r �•�'irSf:..
00
.'.
."
'.
Edge: ••
•'.
: :
%:
•: : : : :':
..
..•
..
•
. • •.
..
:.•
•.••.
.'
•000
go*
. .
. . . .•• • . . • • • . . . •
• . • . • • • .
FLORIDA BUILDING CODE— BQILD=NC= . . � � •• • • •.
•
� � • • • • • • • • • • •
• •• •• • • :'00:
• •• •• • • • •• ••
••• • • 0 •0• i : ••• . • • •.• • •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High -Velocity Hurricane zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing:
Fill in specific roof assembly components
and identify manufacturer
Fastene/An for Anchor/Base S at Attachment:
(If a component is not used, Identify as "NA")
,
Field: Lap, # Rows @ " oc
System Manufactu r:
: •:•
Perimetc @ Lap, # ows _ @ " oc
Product Approval No
°
•
Comer:@Lap, Rows @ " oc
Design Wind Pressures, From RAS 128 or Calculations:
l�+ ••. ••.
Top.6
Numbeers er Insulation Board:
Pmax1: Pmax2: Pmax3:
•
FieldPerimeter Corner
Max. Design Pressure, from th specific ProductApproval
•
system:
Illustrnents Noted and Details as
•
AppliWoodbler,
Deck:
Edge Termination, Stripping, Flashing,
Gauge/Th
i us Cleat, Cant Stnp, Base Flashing, Counter -
ng, Coping, Etc.
te: Mean Roof Height, Parapet Height, Height of Base
ng, Component Material, Material Thickness, Fastener
Fastener Spacing or Submit
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
q
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Mat al:
Top Insulation Layer:
Top Insulation Size and Thick ss:
Top Insulation Fastener/B ding Material:
Base Sheet(s) /No. ly(s):
Base Sheet Fanding Material:
•ii i0•
•• • •
Ply Sheet 10.0o;PlL4s1: • • •
• •
• •• • -
• -
�'•• •
Ply She faStVaa
FLORIDIC•BIJILDIN(SCObt:—?&UiLDING:• • • • • ••• • • •
•• •• • • • •• •• • • • • • • • •
Mean
Roof
Height
: •:•
:
•
••
••1
l�+ ••. ••.
Top.6
•
•
.
•
. .• . . . • • •
. •
•
• •
• .
•.
' •
•
•
•
'Faser/Eforidiwgillaterial•
0
•
• •
•
Top Illy ian
•
••
FLORIDIC•BIJILDIN(SCObt:—?&UiLDING:• • • • • ••• • • •
•• •• • • • •• •• • • • • • • • •
Mean
Roof
Height
HIGH-VELOOITY HURRICANE ZONES
Florida Building Code Edition 210
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compared the values
for M,with the values from Mr. If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable
Method 1 "Moment Based Tile Calculations Per RAS 127"
(p]: x1 .269 = -11,.v )- Me SAI =Mrs 7-Q Product Approval Mr 4s.1;
(P3: x ; L Z _- ft. A 1- M; Sq') = M 2S•G5 Product Approval Mr S
(P3r•I� XX Zq = - ?R.10 58 1 = Mr ag 00 Product Approval M, 4J.5
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
*Must be used In conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3. Compared the values for Fpith the
values for Fr. If the Fr values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "TJplift Basel Tile Calculations Per RAS 127"
(PI:_x1:_= x W:=_)-W:_x cos B.• = F,t: F
(Pa: -x1:__ N W:=_)-W:_xCOS B.•- = Frz: F
(P3:_x1:_= x w:=W:_xcos 0.•_= F,3: F
Mr Required Moment Resistance"
Descri tionS
mbol
Mean Roof Height --b►
Roof Slope
16' 20' 25'
30'
40'
2:12
34.4 36.5 38.2
39.7
42.2
3:12
32.2 34A 36.0
37A
39.8
4:12
30.4 32.2 33.8
35.1
37.3
5:12
28A 30.1 31.6
32.8
34.9 '
6:12
26.4 28.0 28A
30.5
32.4
7:12
24.4 25.9 27.1
1 26.2
30.0
*Must be used In conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3. Compared the values for Fpith the
values for Fr. If the Fr values are greater than or equal to the Fr values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "TJplift Basel Tile Calculations Per RAS 127"
(PI:_x1:_= x W:=_)-W:_x cos B.• = F,t: F
(Pa: -x1:__ N W:=_)-W:_xCOS B.•- = Frz: F
(P3:_x1:_= x w:=W:_xcos 0.•_= F,3: F
.... ....... .
. ...... . ....
.... . . .... .
44.24 2n1 m name atm I'MU .`. rune - 0e01nelLMAI
Where to Obtain Information
Descri tionS
mbol
Where to find
Design Pressure
Pl or p2 or p3
RAS 127 Table 1 or by an eninuxf9ng analysis prepared by PE based on ASCE
7
Mean Roof Height
1 i
Job Site
Roof Slope
a
Job Site
AcrodynamicMultiplier
x
prod
Res tntyn o G
• • hit •
Product Awroyal
AltacJilhentlitesistna • • Mr
product Approval
Re paved oke9Ras
Calculated
MinK& AtM&RientItIsIgAce
• T►
Product val
Required Uplift Resistance
F
Calculated
tjM Tile wei i
W
ProductA
• . TilfyDifficiplbis
[seen
�
ProduetApproval
All calcTAmiciwn toM; in
e;al at the time or it application.
.... ....... .
. ...... . ....
.... . . .... .
44.24 2n1 m name atm I'MU .`. rune - 0e01nelLMAI
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
ftp•
Florida Building Code Edition 2007 ;-
High -Velocity Hurricane Zone Uniform Permit Application Fo.
Spcfinn F (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are gr an o
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. +
Method I "Moment Based Tile Calculations Per RAS 127"
fpt: X)6 = ) - Mg: = Mrd Product Approval Mf
(PZ: x 1 -=-)-Mg:-=K2- Product Approval Mf
g: x _ ) - Mg: = Mr3 Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resi ce (Mr) From Table Below Product Approval Mr
M required Moment Resistance*
Mean Roof Height —>
Roof Slope I 15' 1 20' 1 25' 1 30' 40'
`Must be used in conjunction with a list of moment based 'le
For Uplift based tile systems use Method 3. Compared the valuei
for each area of the roof, then the tile attachment method is ac
Method 3 "Moment
(Pt: x L = x w: W:
(PZ: x = xw:=�-W:
fP.• x T. _ _ � _
systems end ed by the Broward County Board of Rules and Appeals.
�(or l` w the values for Fr. If the F values are greater than or equal to the Fr values,
`Lse\fleCalcaflations Per RAS 127"
x c= Frl Product Approval F.
x c= Fry Product Approval F'
••• • • • • ••• • •
FLORIDA BUILDING CODE • s— B41LDll.: •: •
••
• • • • •• •• • •• • •• ••
••• • •
i•
•
•••
•
Where to Obtain Info ation
• •
•••
•
•
Description
S mbol
ere to find
Design Pressure
Pl o or P3
RAS 127 Table l or bv an en ineerin an
pis prepared by PE based on ASCE 7
Mean Roof Heittht
H
Job Site
•
• •
•
• •
•
Roof Slone
B
Job Site
• •
•
••
••
•••
Aerodynamic Multi ier
•
Product ADuroval
•••
•
•
Restoring Mome due to
Mg
Product Approval
Gmvit
Attachm t Resistance
M
Product Approval
Re uired ment Resistaneeculated
1F9
•
/inimumMttachment•
1• • •
• • • •
•
• ••
• •
•
•
•
•
i
i i
i i i
gasistane
• •� i
ucl4pproval
•
• •
•
• •
•
• •
•
• • •
•• ••
•
•
••
•
• • •
uired ti lift Resistance
Fr
Calculated
Averafte Tile Weiaht
W
Product ArWroval
••• i
ii,=1e• •
• • • •
••• •
i
i i
i •
•1'ihlDintelision
• •
Prac4� A&+1
• • •
•
•
• •
• • •
• ••
W
• ••
•
• •
•
All calculations must be submitted to the building
official at the time of permit application.
••• • • • • ••• • •
FLORIDA BUILDING CODE • s— B41LDll.: •: •
••
• • • • •• •• • •• • •• ••
••• • •
i•
•
•••
•
•
• •
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•
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oil, .*WF-�7-I5-tG455
AM
I�� �. MIAMI-DADE COUNTY
r
F�::77�
N 0 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR '9 2014 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISIONMiami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) - www.miamidade.eov/sera
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Vanguard Roll Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable.building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as_ an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this wisit'eeNQA shall be pr provided to the user by the manufacturer or its distributors and
shall be available for inspelon at lie!jc$ dt* r;quest of the Building Official.
This renews NOA# 12-030$106 Wdcofi ists of ltages•1►through 6.
The submitted documentation was reviewed by Alex Tigera.
�: : • ;'. NOA No.: 12-0904.06
MIAMNDADE COUNTY • • • • • Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in
Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test
Product
Applicant Dimensions Specifications
Description
Vanguard Roll Concrete L =16 -1/'L" TAS 112
Low profile, interlocking, high pressure extruded
Roof Tile W = 13"
concrete roof tile equipped with one nail hole and
%Z" thick
double roll ribs. For direct deck or battened nail -on,
mortar or adhesive set applications.
Trim Pieces 1= varies TAS 112
Accessory trim, concrete roof pieces for use at hips,
w = varies
rakes, ridges and valley terminations.
varying thickness
Manufactured for each file profile.
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier
Test Name/Report Date
Redland Technologies 7161-03
Static Uplift Testing Dec. 1991
Appendix III
PA 102 & PA 102(A)
Redland Technologies 7161-03
Wind Tunnel Testing Dec. 1991
Appendix II
PA 108 (Nail -On)
Redland Technologies P0402
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied 94-060B
Static Uplift Testing March, 1994
Engineering, Inc.
PA 101 (Adhesive Set)
The Center for Applied 94-084
Static Uplift Testing May 1994
Engineering, Inc.
PA 101 (Mortar Set)
Redland Technologies P0631-01
• Wjnd TuanslaTestiv July 1994
Alk a 0%ertar Sgt')
Redland Technologies Letter Dated Aug. 1, 1994 .'
V:N&Apnf* *.IestjAg Aug. 1994
'
• PA 108 (Nail -On)
' '
• •
• • • • •• • •••
' ' • • • NOA No.: 12-0904.06
• • •
MIAMMADE COUNTY • •
.... � • •
• • • • • • • •
• • • • • •; plration Date: 12/16/17
�x
'
" ' • Approval Date: 12/06/12
Page 2 of 6
• • • • • • • • • •
•• •• • • • •• •• •
G
2.2 SUBMITTED EVIDENCE:
Test Anencv
Test Identifier
Test Name/Reoort
Date
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC -76 ❑
PA 100
... .
. • •
The Center for Applied
25-7183-1
Static Uplift Testing
Feb. 1995
Engineering, Inc.
MIAMFDADE COUNTY • • •
PA 102
• •
•
•.
000
(2 Quik -Drive Screws, Direct Deck)
,..., �
The Center for Applied
25-7183-2
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Battens)
••• •
The Center for Applied
25-7214-2
Static Uplift Testing
March, 1995
Engineering, Inc.
25-7214-6
PA 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Celotex Corporation
528454-2-1
Static Uplift Testing
Sep. 1998
Testing Services
520109-2
PA 101
Dec. 1998
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
August 2007
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
October 2007
Walker Engineering, Inc.
Evaluation Calculations
Two Patty Adhesive Set System
April 1999
Nutting Engineering
TAS -112
13343.1
June 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
.. ... . . . . . . .
. .
.. ... .. . . . ..
... .
. • •
..
•
. .
•
. .
•.
. .
•
NOA No.: 12-0904.06
MIAMFDADE COUNTY • • •
000
• •
•
•.
000
Expiration Date: 12/16/17
,..., �
Approval Date: 12/06/12
Page 3of6
••• •
• •••
•
• . .
•
• . .
• •
.
. .•
..
. . •
•.
.•
... .
.
. ...
•
.
P
4. INSTALLATION
4.1 Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length -1 (ft)
1
Width -w (ft)
1
Vanguard Roll Roof Tile
9.2
1.38
1.08
Table 2: Aerodynamic Multipliers - X (ft)
Tile
Profile
X (ft)
Batten Application
1(ft)
Kirect Deck Applicati n
Vanguard Roll Roof Tile
0.266
K 0.289
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3'°:12" 4":12"
5":12"
6":12"
7":12" or
greater
Vanguard
Roll Roof
Tile
Battens
Direct
Deck
Batten'Direct
attens
Deck I
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.30
6.03
5.2A
Roof Tile
5.97 J5.16
8.8
5.87
5.05
5.75
4.92
5.60
4.78
5.44
0REEMPMA
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Vanguard Roil
2-10d Ring Shank Nails
27.8
37.4
28.8
Roof Tile
1-10d Smooth or Screw Shank Nail
8.8
11.8
4.1
2-10d Smooth or Screw Shank Nails
16.4
21.9
7.1
1 48 Screw
25.8
25.8
22.9
2 48 Screws
47.1
47.1
49.1
1-10d Smooth or Screw Shank Nail
24.3
24.3
24.2
Field Clip)
1-10d Smooth or Screw Shank Nail
19.0
19.0
22.1
Eave Clip)
2-10d Smooth or Screw Shank Nails
35.5
35.5
34.8
Field Clip)
2-10d Smooth or Screw Shank Nails
31.9
31.9
32.2
Eave Clip) • • •
• :09 • •
.. . . . .. ••• ••
see 000 Soo •• •••
. ... . . • . . . . . .
• • • • • . • •• •
. • .•. . . . • ...
. . . . • . . . • •
.• .. . . • .. .• •
. . ... . • . ••.
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
0*
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Vanguard Roll Roof Tile
Adhesive
26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Vanguard Roll Roof Tile
3M 2 -Component Foam Roof Tile Adhesive AH -160
86.61
3M 2 -Component Foam Roof Tile Adhesive AH -160
45.5
3 Large paddy placement of 54 rams of 3M 2 -Component Foam Roof Tile Adhesive AH -160.
4 Medium paddy placement of 24 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Vanguard Roll Roof Tile
Mortar Set
20.60
5 Tile-Tite Roof Tile Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
4
MIAMMADE COUNTY
VANGUARD ROLL
BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
see • • • • (LOCATED ON &WDERSIDE OF TILE)
• •• • • • • ••• •
•• ••• •• • • • ••
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 5 of 6
••• •
••
•
•
• •
• •
• • . .
•
• .
. •
•.
• .
. ..
.
• .
•
•
• •
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 5 of 6
C. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFILE DRAWINGS
�11to
y ��
VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
END OF THIS ACCEPTANCE
%:
. . . . • . .
. ......... .
. . . . . .
.... . .. ... Off
.. ...
Go* 000 fee .. . . . :0:
. . .. . . . ... .
fee . . . . . .. .
. . ... . . . . ...
. . . . . . . . . .
.. .. . . . .. .. .
. . ... . . . ...
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
MIAM
q a MIAMI-DADE COUNTY
UCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Vanguard Roll Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entirp•NVA sbau be provided t4 the user by the manuflaturar or its distributQ,r.S and
shall be available for inspection at Cie job site at tlz regxes*t %*. the Building Offict�l. • •
. ......... ......... .
This renews NOA# 12-0308.06 anddons' 9d of'page%•1 Mugfi 6. • • • • • • • • ' •
The submitted documentation was reviewed by Alex Tigera.
0
0
• :
' • • : 190A 1: *-0904.06
Soo 000 00
.
• • Cxation•Date: A/16/17
plr
Approval Date: 12/06/12
Page1of6
•••
• • • ��•
• •
• • • • • • • •
• ••
•• • • • •• ••
00
• • ••• • •
...
• :
' • • : 190A 1: *-0904.06
•
• •
.
• • Cxation•Date: A/16/17
plr
Approval Date: 12/06/12
Page1of6
•••
• • • ��•
• •
• • • • • • • •
• ••
•• • • • •• ••
••• •
• • ••• • •
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in
Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Vanguard Roll Concrete L =16 -'/Z" TAS 112 Low profile, interlocking, high pressure extruded
Roof Tile W = 13" concrete roof tile equipped with one nail hole and
'/z" thick double roll ribs. For direct deck or battened nail -on,
mortar or adhesive set applications.
Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips,
w = varies rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach, FL.
2.2 SUBMITTED EVIDENCE:
Test Aeency
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
PA 102 & PA 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
•
Appendix II
PA 108 (Nail -On)
...
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
'
.
screw vs. smooth shank nails
MIAM
The Center for Applied
94-060B
Static Uplift Testing
March, 1994
Engineering, Inc.
PA 101 (Adhesive Set)
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
•
PA 101 (Mortar Set)
•••
Redland Taahnololies•
• • • • • • P0631-01 • • • •
. •Wincl.Tuxuel Testing
July 1994
•
Redland Tb o!ojeS.'
• • • :. ;
:.• %,aerDatedAug• 1,•.894
P.A j98 (Mortar Set)
Aug. 1994
.; Y+1 �.Te�Testing
• •
•
•
PA 108 (Nail -On)
• • •
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
•
•
.
••
•••
Sao
•
• •
•
• •••
....
...
......
'
'
.
.
MIAM
OU 7Y
•• •
•
•
•
•
•••
•
• •
•
•
•••
• •
•
w
•:•
•
• •
•
•
• •
• • •
••
••
•
• •
•
• •
• •
•
•
••
••
• •••
• •
••
••
•
•
•
•••
•
•
•
•
•••
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
••
•••
Sao
• •
•.
• •••
....
......
. ..
. •
.
.
•
. •
•• •
•
•
•••
•
• •
• •••
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•
•
• •
• • •
••
••
•
•
• ••
•• •
•
•
•••
•
•
• •••
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
2.2 SUBMITTED EVIDENCE:
Test Arencv
Test Identifier
1r
k
2.2 SUBMITTED EVIDENCE:
Test Arencv
Test Identifier
Test Name/Reaort
Date
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test#MDC-76
PA 100
The Center for Applied
25-7183-1
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Direct Deck)
The Center for Applied
25-7183-2
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Battens)
The Center for Applied
25-7214-2
Static Uplift Testing
March, 1995
Engineering, Inc.
25-7214-6
PA 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Celotex Corporation
528454-2-1
Static Uplift Testing
Sep. 1998
Testing Services
520109-2
PA 101
Dec. 1998
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
August 2007
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996 ,
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December 1996'-
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
October 2007
Walker Engineering, Inc.
Evaluation Calculations
Two Patty Adhesive Set System
April 1999
Nutting Engineering
TAS -112
13343.1
June 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
MIAMMADE COUNTY
�FJ...•
YRIJ
• ••• •• • • • • ••• • t • •
• • • • • • • • • • • • • • • • • •
••• • •• • • • • • • ••• • • • • • • •
• • • • • • • • • • • • • • • • • • i i�TdA 1Qo.: i2,b9U4.U6
• ••
000 • • • • •
• • • • • • • • • • •Expiration• bate:• 12/16/17
• • • ••• • • • •
• • • • • • • • • • •
••• • • • ••• • • •••
Approval Date: 12/06/12
•
•
• • • • •
•
Page 3 of 6
I 1 R
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
3 Large paddy placement of 54 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160.
Resistance
Vanguard Roll Roof Tile
Adhesive
26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTA° 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application Minimum Attachment
Resistance
Vanguard Roll Roof Tile
.
3M 2 -Component Foam Roof Tile Adhesive AH -160 86.61
3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5
3 Large paddy placement of 54 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160.
4 Medium paddy placement of 24g rams of 3M 2 -Component Foam Roof Tile Adhesive AH -160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Vanguard Roll Roof Tile
Mortar Set5
20.60
5 Tile-Tite Roof Tile Mortar.
•Q•ATEDrONdiNDERSIDEOFTIL�j•
•• •
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
VANGUARD ROLL
BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
•.
•..
•
+++
�•
• • • • • ••
•
••
•
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MIAMI•DAD; COUNTY
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• •Egplitatioqpjte'. •?2/16/17
Approval Date: 12/06/12_
Page 5 of 6
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C. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFILE DRAWINGS
11 it
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VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
END OF THIS ACCEPTANCE
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MIAMI A E
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•. •.•
000 0*6 0 00 • ••• • • • • •Go* • • • •
so* 000
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
6/3/14 E -Codes 4"R i
A3.5 Compare the values for Fr with the values for F noted in the Product Approval. If the F values are greater than or
equal to the Fr values, for each area of roof [i.e., field Pasd(1) perimeter (Pasd(2) and comer Pasd(3) areas], then the
tile attachment method is acceptable.
TABLE 1 - RISK CATEGORY II EXPOSURE CATEGORY "C"
MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND
CORNER [Pasd(3)] AREAS OF ROOFS
FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3
ROOF
Pasd(1)
Pasd(2)
SLOPE
>2:12to56:12
>6:12to512:12
Roof mean height
Pasd(1)
Pasd(2)
Pasd(3)2
Pasd(1)
Pasd(2) &
>20' to 5 25'
-48.8
-85.0
-125.7
-53.4
Pasd(3)
5 20'
-39.1
-68.1
-100.7
-42.8
-50.0
>20' to 5 25'
-40.9
-71.3
-105.4
-44.8
-52.3
>25' to 5 30'
-42.4
-73.9
-109.3
-46.4
-54.3
>30' to 5 35'
-43.9
-76.6
-113.2
-48.1
-56.2
>35' to 5 40'
-45.1
-78.7
-116.3
-49.4
-57.8
1 Calculated in accordance with ASCE.
2 For Hip Roofs with slope:5 5.5:12, Pasd(3) shall be treated as Pasd(2).
3 Pasd = 0.6Pult
TABLE 2 - RISK CATEGORY II EXPOSURE CATEGORY "D"
MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pasd(1)], PERIMETER [Pasd(2)] AND
CORNER [Pasd(3)] AREAS OF ROOFS
FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3
ROOF SLOPE
> 2:12 to:5 6:12
> 6:12 to 512:12
Roof mean height
Pasd(1)
Pasd(2)
Pasd(3)2
Pasd(1)
Pasd(2) & Pasd(3)
5 20'
-47.0
-81.9
-121.0
-51.4
-60.1
>20' to 5 25'
-48.8
-85.0
-125.7
-53.4
-62.4
>25' to 5 30'
-50.3
-87.7
-129.6
-55.0
-64.4
>30' to 5 35'
-51.5
-89.9
-132.7
-56.4
-65.9
>35' to 5 40'
-52.7
-91.9
-135.8
-57.7
-67.9
1 Calculated in accordance with ASCE 7••• .. • • ••
2 For Hip Roofs with slope:5. 5.5:12,•Posd4 vil �e tr*p8;ed V Pasd(2).
3 Pasd = 0.6Pult
• VIWHERE"ro *OBTAIN INFORMATION
Description too ftnpol . Where to find
• • ••• Table 1 or Table 2 as applicable or by an
. ...... . ....
.... .... engineer analysis prepared, signed and
erodes.cyberregs.com/cgi-e)/cpage.dll?pg=x&rp=4ndWST/fl/st/bl400v10/st fl st b1400vI0 ras127.htm&sid=2014060314291948966&aph=0&cid=iccf&Ldd=icc... 1/2
6/3/14
E -Codes
Design Pressure
Pasd(1) or Pasd(2) or Pasd(3)
sealed by a professional engineer based
on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
A
Job Site
Aerodynamic Multiplier
l\
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Characteristic Resistance Load
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
1=length
w --width
Product Approval
All calculations must be submitted to the building official at the time of permitting.
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ecodes.cyberregs.corn/cgi-e)/cpage.dll?pg=x&rp=fincWST/fl/st/b1400v10/st fl st b14OOvlo ras127.htrn&sid=2014060314291948966&aph=0&cid=iccf&uid=icc... 212