RF-14-1960%AiamiShores Vlllagol
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ZROOFING
FBC 20 10
Master Permit No. g Z 2/j
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 60�q N F, q1 S
OWNER: Name (Fee Simple Titleholder): �Ycn E acv, Phone#:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:R C �7 \ Phone#: 551 Ct�O
m
Address: � l` o S—V h
City (C L1�° g State: VisoatCA- zips: ��.1��
Qualifier Name: � �i fc lC, D Phone#: r ✓ (�&3 • ` (CE2
State Certification or Registration MC `M' 0 50L '400 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address City: ___State: �9 Ip:
Value of Work for this Permit: Square/Unear Footage of Work: 46
Type of Work: ❑ Addition ❑A Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru the:2 a1, a 9,00 a
Submittal Fee $ Permit Fee $
,
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
:7
Section A/B
19bo
N" Mia -Dade County ECia" is hof Permit Form
® �_;�r laml Sher^s Vill�gel
'l?+E'%%VL'1"%Yig EXCelfeJiC
Apr'(lF-0 BY DATE
Section A (General Information)
Master Permit No: Process No: ®� — ' - -
Contractor's Name: FLORIDA ROOF TECH CORP
Job Address: 1639 NEW ST
Roof Category
❑✓ Low Slope ❑ Mechanically Fastened\Tile✓❑ Mortar/Adhesive Set Tile
❑
Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑—�
Other.
Roof Type
❑ New Roof 0 Re -Roofing • ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No if yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (f%2) 204 Steep Sloped area (fL2) 1776 Total (ft.2)1980
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, deafly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):
i
Iz SEP 0'0 2014
BY
A4
A-
a�
1-q-
Tile Roof System
Y
M" I '
Miami=Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
Vdvedmg F-rceffe ce EVVy Dayff
Roof system Manufacturer. I BORAL ROOFING LLC
Notice of Acceptance Number (NOA): 12-0222.02
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: 39.1 P 2: 68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 8.7 psf
Fill in the specific roof assembly components. If a component Is not requirsA Insert not applicable (n/a) in the text box.
Roof Slope: 0/12"
Roof Mean Height 14 ft.
Method of Tile Attachment:
Adhesive, Medium Paddy Potyfoam Polypro—
Alternate Metier of Tile Attachment per NOA:7771
Drip Edge Size & Gauge: —3" face 26 ga.—
Drip Edge Material Type:--Gaivinized Metal—�
Drip Edge Fastener Type: 11/4 R.S NAILS c@ 4" O.0
Hook Ship/Cleat gauge or weight —Select Hook Strip —
Deck Type: 1 --1" x 6" T 9 G—
Optional Insulation:
Optional Nailable Substrate:
Optional Nallable Substrate Attachment:
Basesheet Type:
1 PLY # 30 LBS ASTM
Fastener Type for Baseshest Attachment
11/4 R.S NAILS 6" ox lap & 12" ox field
Tile Underiayment (Cap Sheet ) Type:
1 PLY # 90 LBS ASTM back nailed 12" ox
Tile Undertayment Attachment Method:
HOT ASPHALT TYPE IV
Tile Profile:
BARCELONA 900
Section E
I
MIAMI•M Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable.
P 1: 39.1
X X .313
= 12.23
- Mg: 8.05
= Mr1: 4.18
5 38.7 NOA Mf
P 2: 68.1
XX .313
= 21.31
- Mg: 8.05
= Mr2: 13.26
s 38.7 NOA Mf
P 3: 100.7
X .313
= 31.51
- Mg:
8.05
= Mr3: 23.46
S
138.7 1 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
each area of the roof, then the file attachment method is acceptable.
P1: X I:
= X w:
Design Pressure
_ - W:
=
Mean Roof Height
X cos 0: = Fr1:
5
NOA F'
P2: X I:
Job Site
= X w:
X
_ - W.
Restoring Moment due to Gravity
=
X cos 0: = Fr2:
5
NOA F
P3:
Required Moment Resistance
X I:
Calculated
= X w:
F'
_ - W.
Required Uplift Resistance
=
X cos 0:
M= Fr3:
5
NOA F
Where to Obtain Information to complete the calculations
Where to Find
Description 1 Symbol
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
Design Pressure
P1 or P2 or P3
engineer based on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NON
Tile Dimensions
I = length
Product Approval (NOA)
w = width
Code EdIt1cm 2010
fth 1l Hwkarm Zone Urlarrnl Pemvt NEKOM Form
,
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Ma- Design Raw^ *wn the specific Im
Deck
Tye : tX PL1
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And:/Om Sitoet Fes jBa g ebe�al:
kisuhm n 8m.Lmep N/A
Base n Faber
NIA
Top In iliaaed N/A
Top 1111513111ftFas�erg
ttiUA
Bwe s)a ft of Ply(s): T #7S_
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LY RIs Rte
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Top Piy:_ AI.SUWM�CAF!
4
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S SW ASPHaMM!j i
Wig: lAI. CqP Sd�i
AndmISM s
ice: 9_o`bGq tom, * Rias2.__ 0_•_'oc
6 Lap; # �6_."ac
Lap.
GfFpA. mewpar Boaxd
Imo: WA Peftaw. WA Comer: N/A
_fie Coqmraeoft Voted and pdaftas
WOW -11 lilg6*6e.T 9,
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'moi
SECTION 1524 a
HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICtiiTION FOR ROOFING CONSIDERATION:
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the own(
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimufn requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
agreement between,the owner and the contractor. The owner's initial in the designated space indicates that the
item has-been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards: Aesthetics (appearance) are not a consideration with respect to workmanship provision:
Aesthetic issues such as color or architectural appearance, that are not part of a zzAin "code; should be addresse,
as. part of the agreement between the owner and the contractor.
2. Rensiling wood decks: When replacing roofing,. the existing wood roof deck may have to be
renailef in accordance with the current provisions of Chapter 16 (High Velocity: Hurricane Zones) of the Florida
Builth g Code. (The roof deck is usually concealed prior to removing the existing rodf:systcra).
[�3.mmon goofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs; the roofing -contractor and/or
owner should notify the. occupants of adjacent units of roofing work to bei performed.,
�- 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below.The owner may wish to maintain the architectural appearance; therefore, roofing Trail
penetrations of the underside of the decking may not be accppble. The owner provides the option of
maintaining this. appearance.
5. Ponding water: The current roof system and/or deck of the building May ,not drain well -and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be`A i"catiari of structural
distr and may require the review of a professional*structural engineer. Ponding may shortenthe life
expec ney and performance of the new roofing system. Ponding conditions may not'be. evident until the origins
roofi . system is removed. Ponding conditions should be corrected.
. Overflow seuppeA (wall outlets): It is required that rainwater flow off -so that the roof is not
overloaded from a. buildup of water. Perimeter/edge walls or other roof extensions may.block this discharge if
overflow scuppers;(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation:. Most roof structures should have some ability to vent natural airflow -through the
interior of the structural assembly (the building itself). The existing amount. of -attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate
the attic venting, venting shall_not be req*ed.
Ownees/Agenfs Signature;
Contractor's Signature: L
Property Address:
Date:
Permit Number:
Boral Roofmg, 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 PERA - 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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -bade 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 hereib; and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Barcelona 900 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 entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the jab site at the request of the Building Official.
This renews and revises NOA#07-0220.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMFDADE COUMY NOA No.: 12-0222.02
JAPPROVED1 Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 7
MIAMI.
\"
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
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.zov/sera
Boral Roofmg, 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 PERA - 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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -bade 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 hereib; and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Barcelona 900 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 entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the jab site at the request of the Building Official.
This renews and revises NOA#07-0220.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMFDADE COUMY NOA No.: 12-0222.02
JAPPROVED1 Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 7
t
ROOFING ASSEMBLY, APPROVAL
Category
Roofing
Sub-Cateaorv:
Roofing Tiles
Material:
Concrete
Deck Tvue•
Wood
1. SCOPE
This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral
Roofing LLC in Lake Wales, 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
Barcelona 900 1= 17". TAS 112
High profile, interlocking, one-piece, 'S'
w = 13",
shaped, high-pressure extruded concrete roof
Y? thick
tile equipped with three nail holes. For direct
deck or battened nail -on, mechanically
fastened, mortar set or adhesive set
applications.
Trim Pieces Length: varies TAS -112
Accessory trim, boosted Barcelona, concrete
Width: vanes `
roof pieces for use at hips, rakes, ridges and
varying thickness
valley terminations manufactured for each tile
profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 SUBMITTED EVIDEWCE:
Test Agency Test Identifier.
Test Name/Report Date
Redland Technologies 7161-03
Static Uplift Testing Dec. 1991
` Appendix III
TAS '102 & TAS 102(A)
Redland Technologies 7161-03
Wind Tunnel Testing Dec. 1991
Appendix Il
TAS 108(Nail-On)
Redland Technologies P0402.
Withdrawal Resistance Sept. 1993
Testing of screw vs. smooth
shank nails
Redland Technologies Letter Dated Aug. 1,
Wind Tunnel Testing Aug. 1994
1994,
TAS 108 (Nail -On)
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 7
t
t t
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Professional Service Industries,
IC -1320-94
Physical Properties
Feb. 1995
Inc.
TAS 112
The Center for Applied
25-7688-3
TAS 101 (Adhesive Set)
June 1996
Engineering, Inc.
25-7688-10
TAS 101 (Mortar Set)
July 1996
The Center for Applied
25-7688-5
Static Uplift Testing
June 1996
Engineering, Inc.
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied
25-7688-4
Static Uplift Testing
June 1996
Engineering, Inc.
TAS 102
(4". Headlap, Nails, Clips)
Celotex Corporation
520111-3
Static Uplift Testing
Dec. 1998
Testing Services
520191-2-1
TAS 101
March 1999
Walker Engineering; Inc.
Calculations
Aerodynamic Multiplier
March 1999
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set
April 1999
System
Walker Engineering, Inc.
Evaluation,
25-7183
March 1995
Calculations
Walker Engineering, Inc.
Evaluation
25-7094
February 1996
Calculations
Walker Engineering, Inc.
Evaluation
25-7496
April 1996
Calculations
Walker Engineering, Inc.
Evaluation
25-7584
December 1996
Calculations
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
February 2007
Calculations
Gravity
Nutting Engineers
122
TAS 112
January 2007
NOA No.: 12-0222.02
Expiration Date: 04/26/17
" Approval Date: 04/19/12
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set the 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
quarterlytest in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments 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 the applicable Building Code.
4. INSTALLATION
4.1 Barcelona 900 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 Wejght;(W) and Dimensions (I x w)
Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft)
Barcelona 900 11.5 1.417 1.08
Table' 2: Aerodynamic Multipliers -X (ft )
Tile..
Profile
(ft)
Batten Application
(ft3)
Direct Deck Application
Barcelona 900 '
0.289
0.313
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile
Profile
2"•12"
3"•12"
4"•12"
5"12"
6"•12"
7"•12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens Direct
Deck
Battens Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.28
8.13
1 7.21
'&05—
7.10 1 7.93
1 6.96 7.78
1 6.79
7.61
1 6.61
7.40
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 7
Table 4: _ Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nall -On Systems
Tile
Profile
Fastener Type
Dlrect Deck
(min 16/32"
plywood)
Direct Deck
(min. 19/32'
plywood)
Battens
Barcelona 900
2-10d Ring Shank Nails
28.6
41.2
19.4
4 Medium paddy placement of 2d r: rris ofRq! oTM..
1-10d Smooth -or Screw Shank Nail
5.1
6.8
2.8
2-10d Smooth or Screw Shank Nails
6.9
9.2
7.3
1'.#8 Screw
. 20.7
20.7
18.1
2 .#8 Screws :
43.2
43.2
29.8
1-10d Smooth or Screw Shank Nail
Field Cli
23.1
23.1
19.0
1-10d Smooth or Screw Shank Nail
Eave Clip)
29.3
29.3
24.0
2-10d Smooth or. Screw Shank Nails
Field Clip)
27.6
27.6
38.6
2-10d Smooth or Screw Shank Nails
Eave Clip)
38.1
38.1
41.8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Adhesive
29.3
1 See manufactures componentapproval fdrinstallatioh recluirements.
2 Dow Chemical TileBond Average weight per patty 10:7 grams..
Pol oam Product Inc. Average ei ht . er,. a ' 8 rams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Polyfdarh Pol Pro'M
66.5
Polyfbam Pol frim
38.74
3 Large paddy placement of 6 rams of Pol ProTm.
4 Medium paddy placement of 2d r: rris ofRq! oTM..
Table 7: Attachment''Resisti nce Expressed as a Moment - Mf(ft-lbf)
for Mortar Set -Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set'.
24.5
5. Tile-Tite Roof Tile Mortar .
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 7
5. LABELING
5.1 All tiles shall bear the imprint or identifiable. marking of the manufacturer's name or logo as
detailed below, or following statement: '•'Miami -Dade County Product Control Approved".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED'UNDERNEATH TILE
6. 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.
a
A ti
r
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 7
m
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
5/8 "
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 7
t
M
u
m
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
5/8 "
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 7
MIAMb=UUM
®
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC -RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
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 thio. Florida Building Code.
DESCRIPTION: 3Mrm 2 -Component -Foam Roof Tile Adhesive AH -160
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 NCA shall be considered=aftef a renewal application has been filed and there has been no change
in the applicable building code negativelyaffeetingthi 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 p 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 NOAH
ADVERTISEMENT: The NOA number preceded by th�'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 entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the jobsiteat the request of -the Building Official.
This NOA revises NOA 12-0228.18 and consists. of.pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao; R.A.
NOA No.: 13-0502.02
Mu4ht
IMPROVED
MCoExpiration Date: 05/10/17
Approval Date: 12/12/13
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the,, locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile. Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement; and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions '.Test
Specifications
3MTM 2 -Component Foam N/A. TAS 101
Roof Tile Adhesive AH -
160
Foam Dispenser RTF 1000 N/A
ProPack® 30 & 100 N/A
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS 1VMANUFACTURE0111
Any Miami -Dade County Product Control .Accepted -Roof Tilo Assemblyhaving a current NOA which list moment
resistance values with the use of �-Component;Foam Roof Tile Adhesive AH -160 roof tile adhesive.
MANUFACTURING LOCATION: .
1. Tomball, TX.
PHYSICAL PROPERTIES:
Prove
Test
Results
Density
ASTM D 1622:
L6 lbs./ft.'
Compressive Strength
ASTM D -1621,
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
. ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127.
0.08 Lbs./Fe
Moisture Vapor Transmission
ASTM E 96
3.1 Perm/ Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @I 580F., 100% Humidity, 2
weeks
Closed Cell Content
` " ' ASTM D 2856
,Y
86%
Note: The physical properties listed above are presented has typical average values as determined by
accepted ASTM test methods and are subject.to normal manufacturing variation.
APPROVED
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
I
I I
EVIDENCE SUBMITTED:
I
Test Aaencv
Test Identifier
Test Name/Reno
Date
Center for Applied Engineering
#94-06_,0
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25=7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 5284541-2-1 TAS 101 10/23/98
528434-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
,520109-3
520109-6
520.109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statemeat: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal ,as shown below.
MIAM14=E c0UWTY
1111191 I • L
3. 3M"° 2 -Component Foam Roof Tile Adhesive -AH -160 shall solely be used with flat, low, & high tile profiles.
4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance :for the use of 3M"° 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. All products listed herein shall have a quality -assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
NOA No.: 13-0502.02
MIAMI•DAD; COUNTY Expiration Date: 05/10/17
JAPPR
Approval Date: 12/12/13
Page 3 of 11
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile AdhesiveAH-160; may be used with any roof file assembly having a current
NOA that lists uplift resistance values with the use off3MTM 2-Component Foam Roof Tile Adhesive AH-160.
2. 3MTM 2-Component Foam Roof Tile Adlhesive'AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet: or exceed the uplift resistance determined in
compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof file assembly NOA.-
3.
OA:3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component andthe "B" component shall be maintained between 1.0-1.15 (A): 1.0
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160' shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment onlq'
7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive AH- 1§0,placement and minimum patty weight shall be in
accordance with the 'Placement Details' herein, Each:generic tile profile requires the specific placement noted
herein.
MIAMFnADE coUN7Y NOA No.: 13-0502.02
J
JAPPROYEDI Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Law, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High. Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
'head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two .Piece' ' '
65-70 sq. inches
34 grams under pan
e
LABELING:
All 3MTm 2 -Component Foam Roof Tile. Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or. applicable: building code in order to properly evaluate the installation of this
system.
NOA No.: 13-0502.02
owo; c,1 Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
NA
thrreqWrough ra
eenre
underlayment OQ
o
10
o t.
loin.
:*2'1
through plastk cement
m required)
ADHESIVE PLACEMENT DETAIL # 1
r iacW"(Befleath Nee,
Wthrough pkMc
(when required)
Poddy.ieeneath nfeT .
undedayment
„' y
o
10h4x
2 in. wide
Battens
optional o
Eavecourw
Fasda
W. phode
101n. 2in.
Eavedosure
Drlp edge .
FlaVLow. Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1; Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
I Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
L. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. . Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 c1112) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
�5
ADII ESIVE PLACEMENT DETAIL # 2
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm)
— 23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
'underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
a 3. Continue, in same manner. Insure approximately 10"
(64.5 cm) -12 (77.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At.the second course, apply a minimum 2" (50.8mm)
x7' (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
i Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
W
ADHESIVE PLACEMENT (DETAIL # 2 (CONTINUED)
Nall through plastic
(when required)
Paddy (Beneath Tile)
underlayment
7i
2 irr.
Battens optional ,
s\
Eave course
as<ia
vkephole
loin. 2 in.
"closure
Drip edge
High Profile / Single Pan Tile
I . Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm) square inch adhesive
contact with the underside of the tile.
F
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a4" (101.6 mm) x4" (101.6 mm) x 1 " (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
ADHESIVE PLACEmFNT DETAIL # 3 (CONTINUED)
3. Also apply a 211(50.8 mm) x 4" (101.6 mm) x %"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.,1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
1) Place enough adhesive to achieve 65�
M contact w8h the pan tile.
2)Turn covers upside down. Place adhesiv
to 7 In. horn outside edge of cover tile.
Then install the We. Ensure 20 to
�
25 sq. In. contact area. _
Uagment
i- , ": �-_-
ADHESIWE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch appiicaft
(when required)
0
ttno�rshown)�Bd
OptimalPoint-up Mortar
iNeepholeFaon longitudinal
edges.oftlie.
Remove top portion of the save course covrtile.Ahutto second course of
pan dies. Ensure ewe end of pan and coverti)es are flush at save line.
Two Piece Barrel - High ProftTile ,
Two Piece Barrel (Cap and Pan) Tile
I . Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm2) — 70 (451.6 cm) square inch adhesive
contact with the underside of the pan tile.
3. Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
min) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to 1" (25.4 mm) from the outside
edge, of the tile, inward, free of foam to allow for
expansion.
4. Turn cover tile over after foam is applied and place
onto pan tile course. Insure a minimum of 20 (129
cm2) 25 (161.3 cm) square inch contact area on
each side of the cover tile to the pan tile. Continue
in same manner. Trim away any cured exposed
foam adhesive. Pointing of longitudinal edges of
the cover tiles are considered optional.
5. When additional nailing is required, 2" (50.8 mm)
x 4" 001.6 mm) nallers or the tie wire system
using galvanized, stainless steel, or copper wire and
compatible nails may be used.
END- OF THISACCEPTANCE
�(M7A P P �RO V E DI
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11
TGFU.R1306 - Roofing Systems
Crushed stone or slag are suitable alternates for gravel in any of the Gass A, B or C systems listed.
rage /. oz D /
Structural cement fiber building units are considered suitable to be included as a deck in the following Gass A; B or C systems listed over C-15/32
or NC.
The use of gypsum board under any of the following Gass A, B or C systems does not adversely affect the rating. The use of Win. minimum thick
gypsum board is an acceptable altematd for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene Insulation board between minimum %-In. thick partite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlits) Is a suitable a{temate for polyisocyanurate board in the following Class A, B or C Systems.
"EnergyGuardTM RA" or "Tapered EnergyGuardm RA" or "EnergyGuard'" Composite RA" may be substituted for any Atlas Roofing Corp.
polyisocyanurate insulation in any of the following Classifications.
.Trumbull "Perma Mop" rftay be utilized with any of the following "Asphalt Felt System with Hat Roofing Asphalt".
"GAFGLASS #80 Premium Base Sheet" may be used In any of the following systems.
"GAFGLASS Rex Ply 6" and "TN -Pty® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLASS Ply 6
0.
"GAFTEMP Perrnalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC-ClassiflcatlonS.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Firesh d MB" at 2% to 3-gal/100-
R2.
"RuberoldS Dual Smooth" may be used as an alternate to. "Ruberoid* Mop Smooth" or °Ruberold® 20" or °Ruberold® 20 HT"
"RuberoldS Mop Smooth 1.5" may be used as an altemate to "RuberoldG Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Rubemkl@ Heat Weld" SBS roofing membrane may be used in lieu of "RuberoldG Mop" SBS products in any applicable Gasstflcatlon.
Clams A
1. Dada C-15/32 Indlne: 3
Insulation (Optional): — One or more layers perllte or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or periibe/urethane composite or wood fiber/polylsocyanumte composite or phenolic, any thickness.
Ply Shasta — Three or more plies Type G1 or "GAFGLASS Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASS Ply 6" hot mopped.
Surfaeingr Gravel.
2. Decla C-15/32 Incline: 2
Insulation (Optional): — One or more layers perUte or wood fiber or glass fiber or polyisocyanurate or urethane or
periite/poKsocyanuraie composite or periite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more piles Type GI or "GAFGLASS Pty 4" or "Tri-PiyG Ply 4" or "GAFGLASS ply 6".
Cap Shef: — One ply Type Q3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri -Ply* Mineral Surfaced Cap Sheet " or "GAFGLASS
EnergyCap'" BUR Mineral Surfaced Cap Sheet."
3. Deck: NC
Incline: 2
Insulation (Optional: — One or more layers peri te, wood fiber, glass fiber, pclyisocyanurate, urethane, perUte/PolYlsocYanurate
composite, periite/urethane composite, wood fiber/polylsocranurate composite, phenolic, 2 -in. maximum.
Ply Sheets — Two or more piles Type G1 "GAFGLASS Ply 40, 'Tri -Ply@ Ply 4" or "GAFGLASS Ply V.
Cap Shaft— One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-Plye Mineral Surfaced Cap Sheet" or "GAFGLASS
EnergyCap'" BUR Mineral Surfaced Cap Sheet."
4. Decks C-15/32 Incline: 1
Slip Street (Optional): — Red rosin paper, nailed to deck.
Insuhditn (Optional): — Any thickness peri to or wood fiber or glass fiber or polyLsocyanumte mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL classified insulation adhesive.
Base Shwb — One ply Type G2 "GAFGLASS *75 Base Sheet" or rri-Ply@ *75 Base Sheet" (may be nailed).
Ply Sheet: — One or more plies Type G1 "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or GAFGLrSG Ply 6".
Cap Sheet: —.One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Piy® Mineral Surfaced Cap Sheet" or "GAFGLASS
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11805 3w 26 Str M Room 208
A&PAR (W RE TORY AM 1CCT®NIC USOIIRC +'DMhW66 Florida 33175-2474
HARD AND CODE A DMVM7R TlJ.EDN 1DPMION T (786)315-259€9 F (78b) 315-2599
liO FAC (NOA).,.. w.aseia�cla3asP .ae!rleconaageay
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.361. Alps Road
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Mayne, NJ 07470
5COPEe
'leis NOA is being issued wader the applicable rules and regulations governing the use of consauctiotf girls. The
ocumentation submitted has been: reviewed and accepted by AIiinii ode County RIA -Product Control Section to be
sed in Miami Bade County and ocher areas where allowed by 1ho Authority Raving Jiwisdicdon (AHJ). .
his NOA shall not be valid atter the expiration daft sued b6low. The' -Dade' County Control section
In Mmm' Dade County) and/or the AHJ (in areas other than Miami Dade Cour, ) reserve the right to have this
roduct or material tested for quality assurance: purposes. If this product or maty ' fails to perform in the accepted
tanner, the rraanufacur will incur the expense of such testWg and the AHJ may! immediately revoke, modify, or
xsperrd the use of such product or. ithin.iheFinrisdicopn, RER reser�res right to revoke this acceptance,
it is determined by tat I�Odie County Product Control Se�,tion that this prodwt or material fails to meet the
;quirernents of the applicable building
his product is approved as deseaed lheneany rind has lin designed to comply with the Florida. Building Cade
icluding tie High V'elocity.Hurricane Zone of the Florida Building Code.
1Es ON'o GAF Conventional liluf Up Awf System for -Food
A Gm Each unit shall beat a permanent label with tihel Manufacturees name or logo, chy, state and following
atement: "Miami -Dade County Product Control Ap*ved", unless otbervAse noted. rein.
ENEWAL of this NOA shall be considered dter' a renewal -app lkafion has been bled and Ihere has been no change
the applicable building code negatively affecting the performance of this.product.
ERKWATION of this NOA will occur after the expiration date or if there has been a revision or change in the
hterials, use, and/or manufacture of the prochict or process., Miiuse of this NOA as an endorsement d any produce,
r sales, advertising or any other ptnrpos shall automaticallyternaLe this NOA. Failure to complywith any section
this NOA shall because for termination ai d•i oval ®f NOA.:,
..
D TT 10 T: The NOA climber 'preceded.by he,words ,MiamiDade Counly, Florida, and followed by the
piration ion date may be displayed an advertlsitig lite': I 'ai y. To tion of the NOA irs displayed, then it sha11 be donee
its entirety.
isPECTION: A co of this entire NOA shall be. y .
copy provacled to�ihe user b the or its"dastxabutors said
hll be available for inspection at job site at the request of the�uilding Offie al.
is NOA revises and renews NOA No. 07-121409 consists of paw 1 through 17.
e submitted documentation was reviewed by Juana E.'Collao, R.A.'
NOA No.: 0.0424.09
Expiration Date: AIAW14
.Approval Date: 10/31/13
Page I of 17
Deck Type t:
Deck Descriptiob:
System Type E:
t
Wood,No&insukdxd
/.7 orateaterpiYwood or-woodp
decks
Base shed mechanically ftstmed.
All General and Systm
LhdbdDi!s SW
Fire Barrier:
FiwWTm Fire B.Wiff CoatitS Nie�wShiele Fire Resistant Roof Deck Protection or
(optional)
semo&Tm Gypsum Fiber Roof Md%L
Base sheet
GAFOIAe #80 MtimaTm Base Sheet, Stratawme Elimin M,Nailable Venting Base
i4o=ie 20, itubmie si§R Heat weieu smooth or Ruberoie SBS Hed
Sheet,
Wektru,25 base sheet mechanically fastened to dock as dew.nl3ed below,
Fasteaft Options:
GAFMAS* Ply 4, GAFGLAS® Fj,`xpjyTm 6, GAFGLAe #75 Base Shedt of MY Of above
tin at a
base,sheets anached to deck with approved annular ring SIWA n" and caps
fiwener spacing Of 9" O.C. at the lap staggered and in two rows 12" o.c. in the field-
.
(Mwdmaara.Desi rt Pressure -4Spo; See GexeWLhn&AOR #7)
GAFGILAS@�PlY'.AAjA.FGL,AS. fjexPJyT9 60 #75 Base Sheet or any Of abOve
baa sheets attached to dwk-;witfi Dill TecTu 412 Fastener or Drill-Tedm #14 and Ikill-
TecTm 3- Steel Plate,; VzWTedm AccuTrae Flat Plate or Drill -Tcdm A=Trae
Recesses Me 12" o.C. in 3. rOVM ;One row is in the 2" side lap. 116 other rows are
equally spacedapprdx sheet
approximately irb.c. in the field of the
(Mwdm= Datu Pressawe -45 isf, See General L&dAWOR C9
CAFGI.Ae )FI= PWTm 6, GAFGLAS® #75 Base Sheet orany of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener SPaCMg
of 9"o.c.-atthe 4" lap staggered and ,mtw9 rows 9" o.c. in;the field.
(Mw&xwnDeAgnPreisare-52.5'p#; See &nwaILhn&sdon #7)
:S . heat, Ruberoje2o, Ruberoje mop smooth, base sheet
GAFGLAS* #80 UlfitnaTm Ban'
attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a
fiaten6r spacing of 9" o.c. -at the,47 lap: and in -two rows SUOgered.with a fastener spacing of
9" o.c. in then center of the membIrabe-
General Ljm�n #7)
(Afxdwmt Design PFe See cMW
GA . F7.LASOW75..Bw-$h t,oro ;,of above base sheets attached W deck with Drill-Tec"m
Plate, Drill-Tedm
#12- wftneroiDrill Toc7r,#l4. a,generandDrill-Tedm3 Steel
AccuTrae Flat -Plate or Drill-Tedmi AccuTrae Recessed Plate 12:" o.c. in 4 rows. One
row. is in. the 21* side lapj The other rows are equally spaced approximately 9. o.c. in the
Iield-,of the
(MwcjDeikn Premare -0 of, See Ggjwd Lbnka#on #7}
Any, of above Base sheets aftwhed to deck approved annular ring shank nails and 3
inverted Drill-Tedm insulation plitpsot a &stener spachig6f 9" o.c. at the V lap staggered
in two rows 9" in thefield. #7)
(M*Vbmm .6ed9n Prewnre -60 psiSee General Liar on
NOA No.: 13-0424.09
FXptmtjon Date. -11/04/14
Approval Date: I0SI/13
Page 15 of 17
r
4
GAFGLAS®I#75 Base Sheet or apy of above base sheets attached to deck with Drill-TecTu
#12 Fastener or Drill TecTu #141;asteaner and Drill TecTM 3" Steel Plate, Drill-TecTm
AocuTrac® Flet Plate or Drill-TeOrk AcwTrac® Rwessed Plate 8" o.c. in 4 rows. One row
is in the 2" side lap. The mer rojv�s aTe equally spaced approximately 9" o.c.M the field of
the sheet.
DCsigra Pr urn —7�psf Sce General L fon #7J
Ply Sheet
t.
One or more plies of GAFGL,AO 1'1y 4• or WOLAS® #80 Ultima Base Sheet adhered m a
full mopping of approved *halt applied wilhin the EVT 'range and at a rate of 20-40
lbsJsq. x
Cap Sheet:{Optional}
One ply of GAFG W'w Mineral Surfaced Cap Sheet or GAFG%ASe
EnetgyCapTu BUR Mineral Surfaced Capsheet adhered in a full° mopping of
approved asphalt applied withm.•the EVT range and af a rate of 20-40 lbsJsq.
S
'000821. on granular surfaced membranes; required for smooth membrane& Chosen
componets most be applied wording to manufacturer's apocation instructions
1, Gravel -or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood
coat of droved asplslt at 601bsJsq.
2. Topcoat' Surface 86LSB appliedat Ito 1.5 galJsq.
maximum Design
Pressure:
See Fastening: Above
t
WOOD DECK SYSTE=M LIlVJD.TATIONS:
I A slip slieet is required with GAFGLASn Ply 4 and GAFPG Ae Flex P1yTm 6 when used as. a mechanically fastened
base or anchor sheet. I F
2. Minimum 1/47 Dens DeckTm Roof Board or %? Type X gypsum ward is acceptable to be installed directly over the
wood deck.
GENERAL LMTATIONS:
1. Fire classification is not part of this acceptance; refer to h current Approved Roofing Materials Directory for fire
ratings of this proauct
2. Insulationumy be installed in multiple layers. The first jajer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a frill mopping of approved asphalt applied within the
EVT range and at a rate of 20401bsJsq., or mechanic afirstdached using the fastening pattern of the top layer
3. All standard panel sizesare acceptable for mechanical attachment When applied m approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery: board insulation panel is required on all applications over dosed cell foam insulations
when the base sheet is fully mopped. If no recoverybo,ard is used the base. sheet shall be applied using spot
mopping with. approved asphalt 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area,* of ventilation. Encircling of the
strips is not acceptable. A b" brisk shall be placed every+ 12' is each ribbon toallow cross ventilation. Asphalt
application of either system shall be at.a minimum rate pf 12. lbsJsq. Note: = Spot attached systems shall be
limited to a maAmnm design prewnre of -45 PSE
5. Fastener spacing for insulation attachment is based on a h4inimurn Characteristic Force (F) value of 275 lbf., as
tested m compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 Ibf insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/baso sheet or membrane attachment is based on a minimum
fastener resistance vahre in conjunction with the maximi}ni design value listed within a specific system. Should the
fastener resistance be less than that requited, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application. Standards TAS 105 and calculations in. compliance with Roofing Application
Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 11.7. Calculations prepared, signed and !sealed by a Florida registered Professional Engineer,
Registered Architect or Rq*cred Roof Consultant (When this limitation is specifically referred within
this NOA, General U m nation #9 will not be applicable.)
8. All aftachment and sizing of perimeter milers; metal profile, and/or flashing termipation designs shall conform to
Roofing Application Standard RAS 111 and applicable wird load requirements.
9. The maximum designed pressure limitation listed shall be Applicable to all roof pressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhance. pressure zones (i.e. perimeters, extended corners and cornets). (When this limitation is specifically
referred within this NOA, f enera!_Limitatiou #7 will nht be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with -the Florida. Building Code and
Rule 9N-3 of the Florida Adrhinist stive Code.
END OF tMS A�A�EPTA1oTCE
NOA No.: 13-M24.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 17 of 17
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
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 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 a - sence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
LSignature Signature
V //-OWNERorAGENT
The foregoing instrument was acknowledged before me this
D"-7 day of 0 lw 20 M . by
kci7.). who is personally known to
me or who has produced as
Identification and who did take an oath.
NOTARY PUBLIC:
Seal:
3N-0153
MY (O hMISSION #FF091428
EXPIRES February 10, 2018
CONTRACTOR
The foregoing instrument was acknowledged before me this
07 day of Ajn�2 V . 20 kA . by
-who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Seal:
flefl��i�k�F6�Y9�Bfl��iMM6B�kUb�kM�k&�kBeRM�FM8�9� �RAtN4uR+Mb�N �MiM3 8�&N�Y�Mffi�k4MMMM�P�Yd�89�Y&�k"flaR&+E&+FB�MrteU�Mtle9�M
APPROVED BY
Plans Examiner
Structural Review
(Revised02/24/2014)
TRAISY GONZALEZ
Y COMMISSION #FF091428
EXPIRES February 10, 2018
Zoning
Clerk
Maya' SAW411alfe R4 D
10050 NE 2nd Ave* Miami Shores, FI 3313
664"'
Phone 305-795-2204; Fax 305-756-8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: 3
Property Address: 6 3� 1y C— ` ? 6j ' o
Roofing Permit Number:
Dear Building Official:
certify that I am not required to retrofit the roof to wall
connections of my building because:
he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Iluilding Code (1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this (7-7 day of I� ipNZALEZ
`•
IVII
00 6N 0F091428
?r EXPAN FebrUft 10, 2018Notary Public, Sate of Florida at Large n
�7)150 Defld ats seNlae.00m
When the just valuation of the structure for purpose of ad
FBC nor a 1994 SFBC. Then you must provide a building application from a Gener�l Contractor for the F�oefto Wall ' connection ' Hurricane Mitigation
Summary Report
Property Information
Folio:
11-3206-017-1880
Property Address:
639 NE 97 ST <
Owner
JUAN C DIAZ &W JENNIFER
Mailing Address
639 NE 97 ST
MIAMI SHORES , FL 33138-2470
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE FAMILY
1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
1,612 Sq.Ft
Living Area
1,248 Sq.R
Adjusted Area
1,430 Sq.Ft
Lot Size
9,750 Sq.Ft
Year Built
1949
Assessment Information
Benefit
Type
20141
Year
2014
2013
2012
Land Value
$204,930
$181,401
$139,656
Building Value
$96,954
$96,954
$108,928
XFValue
$1,604
$1,618
$1,982
Market Value
$303,488$279,973
$250,566
Assessed Value I
$161,259L___$158,8671
$25,000
$156,212
Benefits Information
Benefit
Type
20141
2013
2012
Save Our Homes Ca
Cap
Assessment
Reduction
$142,238
$121,106
$94,354
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 4 AMD PB 15-14
LOT17&E1/2LOT16BLK101
LOT SQE 75.000 X 130
OR 18122-4889 0598 1
Generated On: 8/7/2014
Taxable Value Information
Previous
Price
OR Book
Qualification Description
Sale
20141
20131
2012
County
$142,500
18122-4889
2008 and prior year sales; Qua[ by exam
Exemption Value
$50,000
$50,000
$50,000
Taxable Value 1
$111,250
$108,867
$106,212
School Board
of deed
ExemptionA/alue
$25,000
$25,000
$25,000
Taxable Value 1
$136,250
$133,867
$131,212
City
$70,000112549-1786
2008 and prior year sales; Qual by exam
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$111,250
$108,867
$106,212
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value 1
$111,250
$108,867
$106,212
Sales Information
Previous
Price
OR Book
Qualification Description
Sale
Page
05/01/1998
$142,500
18122-4889
2008 and prior year sales; Qua[ by exam
of deed
03/01/1992
$93,500
15444-0390
2008 and prior year sales; Qual by exam
of deed
08/01/1990
$0
00000-
Qua[ by exam of deed
0 0000
06/01/1985
$70,000112549-1786
2008 and prior year sales; Qual by exam
of deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
(http://www.miamidade.gov/info/disdaimer.asp)
Version
mawe S&W 1/&14
a4 2)CA446mewr
10050 NE 2nd Ave
Miami Shores, FI 33138 �j
Phone 305.795.2204; Fax 305-756-8972
www.miamishoresvillage.com
RE: Permit #9� I- -4- �140
INSPECTION AFFIDAVIT
M��— �Z , licensed as a (n) Contractor/ Engineer/ Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: �'�� C) Z-4- 6 D
On or about C /9>`,00 % , I did personally inspect the roof deck nailing and/or
(Date & time) f
secondary water barrier work at 6°3% NI- f 7si ��Wl®.6A 1- 3,3139
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit -N -,ate ,� ter, S 8F .S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this Z 3 T'Y day of
Notary Public, Sate of Florida at Large
NORgISY G011 ZA EZ
F My COMMISSION #FFo91428
EXPIRES brUary 10, 2018
398.0183 �Ir�rLa .�_.__ .
'General, Building, Residential, or Roofing Contractors or any individual'certified under W8 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
inspection
CIVIL Reileh Engineering Corp.
(Consulting Engineer)
2370 S.W. 123 Avenue
Miami, Florida 33175-1174
Tel: 305-823-8008 / 305-397-6414
EN6INEER Fax: 305-823-3300 / 305-884-8834
Website: www.reilehengineering.com
September 23, 2014
Florida Roof Tech
2730 West 78 Street
Hialeah, Florida 33016
Project: ROOF TILE UPLIFT TEST REPORT
Residential Home
639 Northeast 97 Street
Miami Shores, Florida
Information provided by client:
Permit Number: RF9-14-1960
Date Completion: September 19, 2014
Roofing Contractor: Florida Roof Tech
Project Number: 14-0863
(Testing Laboratory Certificate # 11-0715.04)
Dear Sirs;
In accordance with your request and authorization, a representative of Reileh Engineering
Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 40 feet above ground surface. The type of tile used for this project was reported to
be Boral Barcelona Gold Dust Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than
one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the
perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2)
squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer
areas were conducted.
Reileh engineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
�d Sonny Salleh, P.E.49014
Manager
TILE UPLEFf TEST
Residential Home
639 Northeast 97 Street
Miami Shores, Florida
Reileh Engineering Corporation — Project Number -14-0863 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
639 Northeast 97 Street
Miami Shores, Florida
Project Number: 14-0863
Test Number _
si Test Load. b=Fest
Status'
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
24
35
Pass
Reileh Engineering Corporation — Project Number - 14-0863 — Page 3 of 5
-41 Tij,
stivaltir
Teit-L"aad' b °i..
'Ts, Status
• 25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
52
35
Pass
53
35
Pass
54
1 35
Pass
Reileh Engineering Corporation — Project Number - 14-0863 — Page 4 of 5
Test Number
'I`est Luad b
;Test Status _ P
• 55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
35
Pass
Test 1-17 Corner, 18-24 Ridge Caps, 25-40 Perimeter, 41-70 Field
Reileh Engineering Corporation — Project Number - 14-0863 — Page 5 of 5
11;51' 1U
MUM o l0005F
0 lana CAP TW LOCATION
FIMP a
30
COUP - 110 5�
MIUMP -
16
NO, T5f LOCA11ON
P MN0T5 MOKeN 1U
COUP m
11
MPJMMk i715TANM, a s 5'
L 1X NOT 5 L0055L TLE
P29i ; CAP ®
I
COUP ASA m VX V
APPWX. ROOF 11;51' LOCA110N5 AN12 t71WN51ON5
14-0863