1050 NE 93 St (9)BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
Address of
Building
Lot
° PERMIT N? 9562
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE.
Bl.
Work to be performed under this Permit_
Subdi-
vision
FLORIDA
Sq. Ft
Value of
Project $
DATE { 195j
Contractor's .
License No
Amt. of
Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed • BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Jan. 8,02JobAdd/ma.< 1050 N.E. 93 Street Tax Folio l4 -32.V 0 (2-c)
L �
Legal Description Historically Designated: Yes No �
(p waei lL emee /T etta m Pros f e ro Herrera Master Permit # J) '01004. 33--?-.
Owner's Address -1 050 N.E. 93 Street Miami Shores
ContractingCo.Quality Roofing Contractor, Inc,
Qualifier Carlos Arocho
State # RC 0058627 Municipal # Competency # 17889 Ins. Co.
Architect/Engineer Address
Bonding Company Address f
Mortgagor >g Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING CE SIGN
....53 `5A )/� /J- Faid ES✓ 76%ae,f°r. t. 1 -c4
WORK DESCRIPTION Tear off old roof to wood deck, replace rotted wood, tin lo w— 5 lb.
ASTM felt, install galvanized eave drip and valley metals, mop typ: III
asphalt one layer of 901b. ASTM felt installsan}ctFe- `1 31.ev, y,,lr 'olrt rtp i'.e with •.ly
foam adhesive setting. Flat roof to tincap base, mop 2 "� insulation, op m••• ed.
Square Ft 27 s q. T i l e 7 sq. Flat Estimated Cost (value) $ 14 , 0 0 0.0 0
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthennore, I authorize the above -named contractor to do the work stated.
Si
Notary as to • - er and/or
My Commission Expires:
APPROVED:
Mechanical
RADON
7J 9 4/ Fit
Zoning �/� 4 Building
v�-
• e L. • •:)579
. ;rooFr t j5
C.C.F.
Phone 757 -2473
Address 13800 N.W. 1st Avenue
SS#
Phone
1
r- Builder
Py MARYLOU HERNANDEZ
MV COMMISSION # DD 060579
EXPIRES: October 10, 2005
".lorded Thru Notary Public Underwriters
�Pf
p <
Date
Signature of Contractor or
Notary as to C : ctor or Owner- Builder
My Commission Expires:
Date
BOND - 3 t) 0
TOTAL DUE-5-43i t o
g
Plumbing Structural Engineer
®1
PAY
TO THE
ORDER OF
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 5/7/02
Applicant: PROSPERA
V H A Owner:
v o i r JOB ADDRESS: 1050 NE 93
O Local Phone: 305 - 751 -0382
1c)
rr Parcel # 1132050150120
QUALITY ROOFING CONTRACTOR, INC.
13800N.W. 1ST AVENUE
MIAMI, FL 33168 -4849
BankofAmerica®
ACH FIT 063100277
FaR /L��v►u. t I . h _- 9 ' 5r.
Legal Description:
n ,, r';11 t. . t .) t:? 1,.
HERRERA
ST
DATE
iPe aria
? = ri !
Owner is Responsible for Maintenance of
Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE All Village* ittewalks as per Village of Miami
Shores Code of Ordinances, Including Driveways,
/ R. Caused By Current Construction Activities.
5 53 42 BELVIDERE PARK PB 16 -71 LOT 4 & LOT 5 LESS W12.5FT BLK 3 LOT
Fees: Description
FEE2002 -2553 Building Fee
FEE2002 -2554 CCF
FEE2002 -2555 Buildier's Bond
Total Fees:
Amount
$255.00
$8.40
$300.00
$563.40
Total Fees: $563.40
Total Receipts: $0.00
Permit Status: Approved Permit Expiration: 11/2/02 Construction Value: $14,000.00
Work: TEAR OFF OLD ROOF & INSTALL COLORTHRU TILE W /POLYFOAM ADHESIVE SETTING ALL TILES SAME COLOR
' S� t
e- inspection
II'0 L 7 29 711' 1:063000047 00 L 5 300 2 4 611'
63- 4/630:R.
6 17 - 1348 .
I $ t 3.10
DOLLARS 8
MIAMI SHORES VILLAGE
NOTICE
ation herefor in strict compliance with all
cations that may have been submitted to
or if the plans are changed without
msibility for a thorough knowledge of the
tat he assumes responsibility for work done
s pertaining thereto and in strict conformity
sponisibility for all work done by either
NO E OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 1 I — 3 tQ SJ . 0 1 — U
STATE OF FLORIDA:
COUNTY OF DADE:
.THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement.
1. Legal description of property and street. address:
2. Description of improvement: Reroof to a new Tile and Flat roof.
3. Owner(s) name and address:
Interest in property: Owner
6. Lender's name and address: N /A
Notary Public
Print Notary's Name
My Commission Expires
Prosfero Herrera
Name and address of fee simple titleholder: N/A
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 00
ig ture o Owner
Print Owner's Name Ivos � .� ("1 . \ , c It
Sworn to and subscribed before me this .2.0 day of
1050 N.E. 93 Street
Miami Shores, Florida 33138
02R312681 2002 MAY 21 10:47
1050 N.E. 93 Street Miami Shores, Florida 33138
4. Contractor's name and address: Quality Roof Contractor, Inc.
13800 N.W. 1st Avenue Miami, Florida 33168
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: N/A
8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address: N/A
9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a
different ate Is specified)
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that this is a , ue +, .y of the
day of
original f m this office on ► A D 20�--
n .
WITNESS my hand
HARVEY RU h rd gy --=_
, 20 O-Z
nd Official Seal.
cuiLLa d County
(`putts
1A1> n ' D.O.
Prepared by Carlos Arocho
Quality Roofing Contract.
Address: 1 3800 N . W . 1st Ave .
Miami, Florida 33168
Contractor's Name: Lai .+- R,w,'ry„, � r Job Address: lost) A), F. 9 3 S
Y
ROOF CATEGORY
❑ (Nail -On Tile) G 4Iortar -Set Tile)*
❑ (Asphalt/Fiberglass Shingles) ❑ (Metal Roofs/Wood Shingles & Shakes) ❑ (Other)
_/ ROOF TYPE
❑ New Roof 1�7 Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft I $ c ( Sloped Roof Area (ft a.75 y . Total (ft Master Permit
Exposure category (per ASCE 7 -98): Q Building Classific tegory (per ASCE 7 -98): 2'
lsd (Low Slope Application)
FT
ATTACHMENT
FASTENER TYPE: I 1 1 y I aiS flea` I3
SPACING
FIELD: 1 o.2.,PERIMETEiT:t O .L .CO
FLORIDA BUILDING CODE — BUILDING
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
DETAIL 18,2
SECTION 1525
HIGH VELOCITY HURRICANE ZONES
UNIFORM PERMIT APPLICATION
,
NER: (i 1 0.L.
r
r
r
Metal Flashing a all change o9 Plane
ROOF PLAN
FIGURE 1525
f
15.37
Roof Slope:
Y : 12
i
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
12 1Z Oto
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pmax1: - (17 to Pmax2: - )OD.tp Pmax3: - / O. t
Maximum Design Pressure
(From the NOA Specific System): (o _90
Deck Type:
ype Underlayment:
Insulation:
Ridge Ventilation?
Mean Roof Height: /3
Sloped System Description
1.0001 YLe
Fire Barrier:
I 30 Ib. RsTM
1 Pei
Fastener Type & Spacing:
cl p .c. I f���
Adhesive Type:
ype Cap Sheet:
Roof Covering:
p e. W Ntoep:& Ptykr—(
I 901,. Prsi,
0, s L, 5 C(t. St._,J'k. re
Type & Size Drip
dge:
e c o c.
ei }
Where to Obtain Information
Description
Symbol
Where to find
Design I'ressurc
1'1 or I'2 or I'3
RAS 127' fable I or by an engineering analysis prepared by I'Li based on ASCII
7
Mean Roof I leight
11
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
)<
NOA
Restoring Momcnt due to Gravity
M,
NOA
Attachment Resistance
M
NOA
Required Moment Rcsistancc
NI,
Calculated
Minimum Attachment Rcsistancc
I
NOA
Required Uplift Rcsistancc
1:,
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
I+ length
w•• width
NOA
All calculations must be submitted to the Ituilding Official at the time of permit application.
M Required Moment Resistance'
Mean Roof Height - .
Roof Slope 4,
15'
20'
25'
30'
40'
2:12
30.7
33.4
35.7
37.7
40.7
3:12
28.7
31.3
33.4
35.2
38.1
4 :12
26.6
28.9
30.9
32.6
35.2
5:12
24.5
26.7
28.5
30.0
32.5
6:12
22.5
24.5
26.2
27.6
29.8
7:12
20.8
22.6
24.1
25.4
27.5
High Velocity Hurricane Zone Uniform Permit Application Form
' Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M with the values from Mr. I f the M 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"
( - -19. x X .,299 = )-M 5,c10 =m„ Lig NOA Mr 6,(.70
- /004, xX .,Lq7 = 9 ) - Mg: S_rt.0 =M,,j3 NOA M lof•90
(I'3:- /oD.l x. ,2Q) _)' .$3 ) -Mg: y -ct O =Mr,t ?5t' NOA Mr 1.nl_r9.
Method 2 "Simplified Tile Calculation Per "fable Below"
Required Moment of Resistance (M,) Front Table Below NOA M
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for F If the F' values arc greater than or equal to the F values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations I'er RAS 127"
(P : x I: = x w: = ) - W: x cos 0: = F NOA F'
(P x I: = x w: = ) - W: x cos 0: = F NOA F'
= • x w: = ) - W: x cos 0: - F NOA F'
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, to provide the owner with this appendix and to explain to the owner the
content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern
the minimum 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 adjacent box indicates that the item has been explained.
11. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as
part of the agreement between the owner and the contractor.
0 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
concealed prior to removing the existing roof system)
( 1 ) +U 3. Common Roofs: Common roofs are those which have no visible delineation between
neioring 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 be performed.
J ;, 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 nail penetrations of the underside of the decking may not be acceptable. The SFBC 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
ma ause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
oveitoaded, from a build up 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 Chapter 23 of the SFBC.
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. It may be beneficial to consider additional venting which can result in extending the service
life of the roof.
( \1.
1 0?/-0 .�'i
O per's/ gent's Signature - 171 . Contractor's
Signature Signature
5104 APPENDIX "F"
•
•
. MIAMIOA
' 111111
FEB 21 '01 14:12 FR BRADCO
Santa Fe Tilt Corporation
10302 K.W. South River Drive, Bay #16
Medley ,FL 33178
F
Your application for Notice of Acceptance (NOA) of:
Spanish "S" Clay Tile
under Chapter 8 of the Code of Miami -Dade County governin
Construction, and completely described herein, has been reco
County Building Code Compliance Office (BCCO) under the
This NOA shall not be valid after the expiration date stated b
product or material at any time from a jobsite or manufactut'
product or material fails to perform in the approved manner,
use of such product or material immediately. BCCO rese
determined by BCCO that this product or material fails to
Building Code.
The expense of such testing will be incurred by the manufactuiter.
ACCEPTANCE NO.: 00.1211.06
EXPIRES: 2/11112006
IS
APPROVED] 02/01/7001
CONTp1TIOIYS
pUILDINC CODE & PRODUCTBEV
305 59? 9484 TO 3059533333 P.01/05
MIAMI -DAD COUNTY. FLORIDA
METRO•DADEFLAGLER. BUILDING
•
BUILDING CODE COMPLIANCE OFFICE
MgTRO -DADC FLAGL6R BUILDING
$40 wES7 FLAGLER STRL'ET, SUITE 1603
MIAMI. FLORIDA 33130 -1363
(305) 375.2001 FAX ()03) 77$.1005
CONTRACTOR LIC$ N31NG 51 c 110'.
(303) 375.3327 1'AX (305) 375-1330
co'1'tUCroR VI/ 0RC eM1 T t)wV$5IO.
(305) 375.2044 PAX t)O3) 37S -2905
PRODUCT CONTROL uiv$SIOX
(305) 375 -2901 FAX (303)3724;39
the use of Alternate Materials and Types of
ended for acceptance by the Miami -Dade
editions specified herein.
ow. BCCO reserves the right to secure this
is plant for quality control testing. If this
CCO may revoke, modify, or suspend the
s the right to revoke this approval, if it is
eet the requirements of the South Florida
7
Raul Rodriguez
Chief Product Control Division
11,
.• •
:
IF
YEW QQMMITTE
AL
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -D ?de County, Florida under the conditions set
forth above.
Francisco J. Quintann, R.A.
Director
Miami -Dado County
_ Building Cock Compliancc Off cc
‘l aeup mw pleadot
Internet mall address: postmestert bulldingcodconlIne.con, HImcpago: http:/p..v
FEB 13 '01 17145
3058880050 PAGE.01
r El . W1 1.4.1.;) rr: r3MH1A.0
ROOFING ASSEMBLY APPROVAL
Cnta qry Roofing
Sub- Cate'orv: 07320 Roofing Tiles
Materjq]s
Peck Tyne:
Clay Roof Tiles
Wood
2. PRODUCT DESCRIPTION
Santafsi 'S' Cloy 1= 18"
Roof Tile w 11.5"
Vs" thick
Trim Pieces 1= varies
w - varies
varying
thickness
FEB 13 '01 17:45
• ,$ANTAFE TILE _CORPORATION, ACCEPTANCE No.: 00- 1212.06
1. SCOPE
This renews a roofing system using Santa Fe "Santafe
Santafe Tile Corporation described to Section 2 of this
comply with the South Florida Building Code, 1994 E
locations where the design pressure requirements, as d
does not exceed the design pressure values obtain by c
using the values listed in herein. The attachment calcu
system.
Manufactured by Test
Applicant Dimensions $necifeations
2.I COMPONENTS OR PRODUCTS MANUFAC
Test
Product Pimodoio'tJ Sneeifiientiani
Tile Screws fl8 x 2-W long PA 114
0.130" shank dia. Appendix; E
0.178 flute dia.
3. LIMITATIONS
3.1 Fire classification is not port of this acceptant
3.2. For mortar or adhesive set tilt applications, a
accordance with RAS 106.
3.3 Applicant shall retain the services of a Mia
perform quarterly toss in accordance with PA
submitted to the Building Code Compliance 0
PA 112 0 e piece high profile clay roof tile
e• ipped with two nail holes. For nail -on,
m ' rtar set and adhesive set applications.
PA I I2 A
hi
M
�VH
Approval Date: Fobruory 1,200k
Expiration Date: achrunry 1.20 06
S" clay roofing tile, manufactured by
otice of Acceptance, designed to
Lion for Miami -Dade County. For
termined by applicable building code.
Iculations in compliance with RAS 127
tions shall be done as a moment based
Product
poscrintlon
cessory trim, clay roof pieces for use at
s• rakes, ridges and valley terminations.
nufacturcd For each tile profile.
URED BY OTHERS
Product
pcserintieri
tainless Steel
3058880050
NinntaftlCturcr
generio
otic field uplift test shall be performed in
i-Dade County Certified Laboratory to
' I _ hail be
14111-"Ir u —a1111.- olga. - 17 - RC
Roofing Product Control Examiner
• PAE.02
Tile
Profile
2 ":12"
3 :12"
4 ":12"
y
5 ":12"
6":12"
7 or 1
greater
Betens
Direct
Dock
Battens
Direct
Dock
9aIterts
Direct
Deck
B
tens I Direct
i Deck
Battens
Direct
Deck
Battens
Direct
Deck
Santafe 'S
3.93
5.90
5.85
5.82
5,73
5.69
.56 5.53
5.32
5.29
5.03
N/A j
For Nall -On Syst
Tile Profile
Tile
Application
Two Nails
One Screw
wo Screws
One Screw
w/ Clip
Two Screws
w/ Cli
Santafe S
Direct Deck
21.8
29.18
38.28'
57.31
57,60
Battens
61.77
1. Approved screws as noted 'Product manufactured by others' !;
FEB 21 '01 14:13 FR BRADCO
Santafe 'S'
Tile
Profile
SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06
)
3.5 30/90 hot mopped underlayment applications ay be installed perpendicular to the roof
slope unless stated otherwise by the under! jrncn: material manufacturers published
literature.
3.6 This acceptance is for wood deck appltcauor.s Minimum deck requirements shall be In
compliance with applicable building code.
4. INSTALLATION
4.1.1 Santafe 'S' and its components shall be installec in strict compliance with Miami Dade
County Roofing Application Standard RAS l t , RAS 119, and RAS 120.
4.1,2 Data For Attachment Calculations II
Table 1: Aerodynamic Multi if
i
305 597 8404 TO 3059533333 = .03/05
X (ft '')
Batten Applicltion
0.274 ;I
able 2: Restoring Moments due t
Gravity - Me (ft-lb
(re)
Direct Deck
0.297
Table 3: Attachment Resistance Express4 as a Moment- Mf (ft -Ibf)
FHB 13 '01 17:46
3
rank Zuloaga, RRC
Roofing Product Control Examiner
3058586050 PAGE.03
Table 4: Attachment Resistance Expres ' d as a Moment - M (ft-lbf)
for Mortar or Adhesive S t Systems
Tile
Profile
Tile
Appyfcation
Attachment
Resistance
Santafe 'S'
Mortar Set
23.6
Adhesive Set
61.9
FEB 21 '01 14:13 FR BRADCO
Santafe 'S'
Tile
Profile
SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06
)
3.5 30/90 hot mopped underlayment applications ay be installed perpendicular to the roof
slope unless stated otherwise by the under! jrncn: material manufacturers published
literature.
3.6 This acceptance is for wood deck appltcauor.s Minimum deck requirements shall be In
compliance with applicable building code.
4. INSTALLATION
4.1.1 Santafe 'S' and its components shall be installec in strict compliance with Miami Dade
County Roofing Application Standard RAS l t , RAS 119, and RAS 120.
4.1,2 Data For Attachment Calculations II
Table 1: Aerodynamic Multi if
i
305 597 8404 TO 3059533333 = .03/05
X (ft '')
Batten Applicltion
0.274 ;I
able 2: Restoring Moments due t
Gravity - Me (ft-lb
(re)
Direct Deck
0.297
Table 3: Attachment Resistance Express4 as a Moment- Mf (ft -Ibf)
FHB 13 '01 17:46
3
rank Zuloaga, RRC
Roofing Product Control Examiner
3058586050 PAGE.03
r.a r L u y wit • J. NO I
Tat CORPORATION I ACCEPTANCE No.: 00- 1212.06
5. LABELING
5.1 All tilts shall bear the imprint or identifiable marking of the manufacturer's name or logo,
or following statement: "Miami-Dade County P. uct Control Approved ".
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 othis system.
PROFILE DRAWIN*C
SANTAFT "SANTAFL S" CLAYIROOF TILE
FEB 13 '01 17:46
4
Frank Zuloegn. RAC
Roofing Product Control Examiner
305E880050
PAGE. ea
SA NTA 'E TzLEEQRPOR4TION
AN L ST ND
Renewal of this Acceptance (approval) shall be considered afte
original submitted doct:nertution, including test supporting da
eight (Y) years.
2 Any and all approved products shall be permanently labeled wi
the following statement: "Miami-Dade County Product Contro
specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change ill the South Florida Building Corr
and the product is not in compliance with the code changcsrj
b) The product is no longer the same product (identimil) as
c) If the Acceptance holder has not complied with all the req
correct installation of the product;
d) The engineer who originally prepared, signed and sealed
submlued, is no longer practicing the engineering prcfessi
4 Any revision or change in the materials, use, and/or niar:u actu
automatically be cause for termination of this Acceptance, unle s
(through the fling of a revision application with appropriate fee
3 Any of the following shall also be grounds for removal of this A
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any prod
purposes.
5
6 The Notice of Acceptance number preceded by the words Miami
expiration date may be displayed in advertising Literature. If any
displayed, then it shall be done in its entirety.
7 A copy of this Acceptance as well as approved drawings and oth
provided to the user by the manufacturer or its distributors and eel
site at al: tines. The copies need not be resealed by the engineer
8 Failure to comply with any section of this Acceptance shall be c3
Acceptance,
9 This Acceptance contains pages I through 5
END OF THIS ACCEPTAi
FEB 13 '01 17 :46
ACCEPTANCE No.: 00- 1212.06
ONDIT1ONS
a renewal application has been filed and the
engineering documents, arc no older than
the manufacturer's name, city. stale, and
pproved ", or at specifically stated in the
_ affecting the evaluation of this product
one originally approved;
rrrncnts of this acceptance, including the
required documentation initially
of the product or process shall
prior written approval has bcco requested
and granted by this office.
ptancc:
ct, for sales, advertising or any other
add County, Florida, and followed by the
onion of the Notice of Acceptance is
documents, where it applies, shall be
1 be available for inspection at the job
i N
se for termination and removal of
rankZulodga, RRC
ofing Product Control Examiner
30513880050 PAGE.e5
*:.:: TOTAL PA .05 �:,
MIAM
o iru. co ccx,■ 1./.1 rR ON 5 LJrr'L1tJ
• I 1 ei • j : ,. _ •'
Tamko Roofing Products, Inc.
220 West Fourth Street
Joplin ,MO 64804
Your application for Notice of Acceptance (N0A) of`.
Awaplata SB$ Modified Bitumen over Wood Docks
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Mlami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a Jobsite or manufacturer's plant for quality corurol testing. If this
product or material flails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately, BCCO , reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be Incurred by the manufacturer.
ACCEPTANCE NO.: N-0126.04
EXPIRES: 07122/1002
M
APPROVED: 1,1109/2000
J��J J ` 1 (54d�4 I U Jb »aJ.SJJJ
r'.1�1i�1
MIAMI•DADE COMITY, FLORIDA
METRO -DADE FLAGLER BUILDtNG
BUILD /NC CODE COMPLIANCE O FFICE
MaltD.DADE FI.AGLER BUILDING
t ao WEST PLACLER STREET: SUITE 1603
MIAMI. FLORIDA 33 130.1563
(303) 375.2401 FAX (305) 373 -2908
CONTRACTOR LICENSING 5L'CTIO,N
( MX (305)3751W
CONTI,tcT ft ENFORCEMENT DIVISION
(303) 373.2466 FAX 1305) 373.2901
pRODucT CONTROL DIVISION
M5)3754402 FAX (304) 372. 331
7 21 / 4-1 , - 0
Raul Rodriguez
Chief Product Control Division
D ! P ' . 1 , ND
CONDCCCON$
BUILD PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set
forth above,
Francisco .1. Quintana, R.A.
Director
Miami• Dade County
Building Code Compliance Office
1144500011 4 1 e 20 : 10 quitripluasIneeloa .ccapunce corer pae.ctoc
interact mail address: postmasterebuIldtngcodeontinc .corp geo Homcpage, http t / /www.bUifdirtoeodeantrnarnm
PIHR 26 2002 14:10 FR BRADCO SUPPLIES
TAMKO ROOFING PRODUCTS, ENC.
Category;
ypa
Maximum best n pia a+.w
Fire Classification;
Roofing
SBS/APP, Modified Bitumen
Wood
-60 psf
See General Limitation 61
TRADE NAMES OF PRODUCTS MANUFACTURED OF LABELED 1W APPLICANT:
Prodyet
Awaplan 170 FR
Awaplan 170 *M
Awaplan Haat
WeidingTM
Awaplan Premium
FR*M
Awaplan PramlumT
Awaflex
Awaflex FR
Test
Dimenslq Sneetflcntio,E
Roll weight 98
lbs.; 33' 11" x 39
3/
Roll weight 98
lbs.; 33'11"x39
3/
Roll weight: 96
lbs.; 25' 5" x 39
Roll weight: 101
lbs.: 33' 11" x 39
3
Roll weight: 101
lbs.; 33' 11" x
39
Roll weight; 76 lbs;
35.9' x36"
Roll weight: 76 lbs;
35.9' x 36"
ROOFING SYSTEM APPROVAL
Page 2
30S 59 ?S484 TO 3059533333
P.02/21
Acceptance No.; 00-0126.04
Approval Date: Ng 9.2000
Expiration Date: July 22, 2002
Product
DescriOjign
ASTM D 5147 A 180 gim polyester reinforced SBS
ASTM D 6164 modified bitumen membrane surfaced
Type!, with granules and treated for addkiona,l
Grade 0 fire resistance. Applied in hot asphalt or
cold adhesive,
ASTM D 5147 A 180 elm' polyester reinforced SBS
ASTM D 6164 modified bitumen membrane surfaced
Typal with granules. Applied in hot asphalt or
Orade 0 cold adhesive.
ASTM D 5147 A 250 g/m polyester reinforced SBS
ASTM D 6164 modified bitumen membrane surfaced
Type 11 with granules. Applied by torch and also
Grade G used as a walkway material.
ASTM D 5147 A 250 g/m' polyester reinforced modified
ASTM D 6164 bitumen membrane surfaced with
Type II granules. Applied by hot asphalt and also
Oracle 0 used as a walkway material.
ASTM D 5147' A 250 g/m polyester reinforced SBS
ASTM D 6164 modified bitumen membrane surfaced
Type!' with granules. Applied in hot asphalt or
Grade 0 cold adhesive, and also used as a walkway
material.
ASTM D 5147 SBS modified cap sheet constructed with
a 155gm/ma non woven polyester mat
saturated with asphalt, coated on both
sides with SOS rubber modified asphalt
and surfaced with ceramic granules for
UV protection.
ASTM D 5147 SBS FR modified cap sheet constructed
with a 155gm/m non- woven polyester
mat saturated with asphalt, coated on both
sides with SBS rubber modified asphalt,
FR' •, mle
g+ranu
_ w
re . , oag s.
Roofing Product Control Examiner
nnt< cb c G 14;11
TAMKO ROOFING
Product
Awaplan Versa -
Smooth
Awaplan Versa -Flex
Base -N -Ply®
Glasa- BaseTu
Tam-Cap T M
Tarn - Glass PremiumTr'
Tarn-Ply I VT"c
Type 43 Base Sheet
Vapor-Chan T M
Versa -Base FR"'
Versa-Base/P.
Versa-Cap FRTI'
Tam -Pro Fibercd
Emulsion
FR BRADCO SUPPLIES
PRODUCTS, [NC.
Dieu ---- o s
Roll weight: 100
lbs. 33' 11" x
39
Roll weight: 76 lbs;
33' 11" x 39 -3/8"
Roll weight: 72
lbs.; 97'-6" x
39
Roll weight: 72
lbs.; 97' 6" x
39
Roll weight: 83
lbs.; 32' II" x
39
Roll weight 53
lbs.; 161' 9"x
393/8"
Roll weight: 44
lbs.; 161' 9" x
39
Roll weight: 85
lbs.; 72' x 36"
Roll weight: 86
lbs.; 32' 11"x
39
Roll weight: 60
lbs.; 48' 2"
393/8"
Roll weight: 94
lbs.; 48' 2" x
39
Roll weight: 87
lbs.; 33' x 393/8"
5 gallon
Tact
S ieclf cation
ASTM D 5147
ASTM D 6164
TyPe 1
Grade S
ASTM D 3147
A STM D 6 l 64
Type I
Grade S
ASTM D 4601
Type t I
ASTM D 4601
Type II
ASTM D 228
Type I
ASTM 0 2178
Type VI
ASTM 0 2178
Type IV
ASTM D 2626
ASTM D 4897
ASTM 0 5147
ASTM D 5 147
ASTM D 6163
Type I, Grade 0
ASTM D 5 147
ASTM D 1227,
type IV
Page 3
305 5979484 TO 3059533333
Acceptance No.: 00- 0126.04
Prod uct
Description
A 180 g/m= polyester reinforced SI3S
modified bitumen membrane. Applied in
hot asphalt, by torch, or mechanically
fastened, as a base ply in 2 ply modifsd
systems.
A 170 g/m nonwoven polyester
reinforced SBS modified bitumen
membrane. Applied in hot asphelr, as a
base ply in 2 ply modified systems.
Asphalt Impregnated and coated glass
fiber base sheet for use in conventional
and modified bitumen built -up roofing.
Asphalt Impregnated and coated glass
fiber base sheet for use In conventional
and modified bitumen built -up roofing.
Asphalt impregnated and coated felt
surfaced with mineral granules used as the
top ply in conventional built -up roof
membranes,
Asphalt Impregnated glass felt for use in
conventional and modified bitumen built-
up roofing.
Asphalt impregnated glass felt for use in
conventional and modified bitumen built -
up roofing.
An organic felt reinforced asphalt base
sheet. Applied in hot asphalt or
mechanically fastened.
Heavy duty fiber glass base sheet
impregnated and coated on both sides with
asphalt with or without a fine mineral
stabilizer. Surfaced on the bottom side
with coarse mineral granules embedded in
hot asphaltic coating.
Asphalt impregnated and coated glass
fiber base sheet for use In conventional
and modified bitumen built -up roofing.
Asphalt impregnated and coated glass
fiber base sheet for use in conventional
and modified bitumen built -up roofing.
A fiberglass reinforced, mineral surtbeed,
SBS modified bitumen top membrane,
Protective coating.
FrankZuloaga, RRC
Roofing Product Control Examiner
P.03/21
MPR 2E 2602 14:12 FR B?ADCO SUPPLIES
TAMICO ROOF/NG PRODUCTS. INC.
Acceptance No.: 00- 0126.04
Deck Type 1: Wood, Non - insulated, New Construction
Dock Description: 19 133" or greater plywood or wood plank decks
System Typ E, Base sheet mechanically fastened.
All General attd System Limitations apply.
Anchor Sheet:
Fastening:
Ply Sheet:
Membrane: Awaplan Premium, Awaplan Premium FR. Awaplan 170, Awuflex
Awaplan 170 FR, Awaplan Versa - Smooth, Awaptan VersaFle, or�Yersa-Cap R
adhered with a full mopping of approved asphalt applied at 400 F at the point of
contact and at a rate of 20-40 lbs.sq.; or Awaplan Heat Welding or Versa- Smooth
adhered by torch,
Optional to mineral surfaced Membranes. Required for smooth surfaced
membranes:
1. 400 lblsq. gravel or 300 lb /sq, slag in a flood coat of approved mopping
asphalt at an application rate of 60 lb /sq,.
2. Tam -Pro FR Aluminum Coating applied at 1Y gnlisq,, or Tam-Pro Fibered
Emulsion at 3 gal. /sq.
Surfacing:
Maximum Design
Pressure: See Base Sheet Fastening Options ptiorrJ move
Maximum Fire
Ci ass ifcatiott: See General Limitation #1.
Maximum Slope: See General Limitation #1,
One ply of Tamko Class- 130e, Vapor -Chan, Versa -Flex, Versa-Ease. Versa-
Smooth or Base -N -P1y fastened to the deck as described below;
(Option #1) Attach anchor sheet using 11 ga. annular ring shank na ils and 1 -518"
diameter tin caps spaced 9" o.e, in a 4" lap and 9" o.c, in two staggered rows in the
center of the sheet, (- 52.Sprf, See General Limitation #7.)
(Option #2) Attach anchor sheet using CF Dckfast or #I4 Delifast Fasteners with
CF Hex Plates, SFS #12 or HD 1nsulftxx S, or Buildex Accutrac Fasteners and 3"
Square Plates spaced 13" o.o, in a 4" lap and 12" o.d. In two staggered rows in the
center orate sheet, (-40.0p0; See General Limitation #7,)
(Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV,
Glass Base, Base -N -Ply, Awaplan Versa- Smooth, Awaplan VersaFkx or Versa -
Base adhered with a full mopping ofapproved asphalt applied within the EVT
range and at a rate of 20-40 lbs /sq,.
Page 16
365 5979464 TO 3059533333
Frank Zuloaga, RRC
Roofing Product Control Examiner
P.07/21
i'o-,rc 14:18 FR BRADCO SUPPLIES
TAMKO ROOFING PRODUCTS, INC.
WOOD DECK SYSTEM LIMITATIONS:
305 5979484 TO 3059533333
Acceptance No.: 00- 0126.04
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened
anchor sheet.
base or
GENERAL LIMITATIONS:
I Firs classification is not part of this
Directory for fire ratings ofthis acceptance, refer to a current Approved Roo
2 insulation may product. Rooting Materials
y be installed in multiple layers. The first layer
Product Control Approval guidelines. All other layers shall be adhered a fted in p of with asphalt applied within the EVT range and at a rate ot20.40 lbs.s o mapping al
attached using the fasteni paw of the top layer 4 o+' mechanically
9 All standard panel sizes arc tree
asphalt, panel size shalt be 4' x 4' maximum mechanical n over lay and/
mechanical attachment. When applied in
4 An reaov approved
fen overlay a wh � board Insulation panel is required on all applications over closed cell
tin the base sheet is fully mopped. It no recov
shell be applied using spot mopping with ay board Is used the base sheet
mopped a' ribbn in three approved asphalt, Iz• diameter circles, 24•
allowing a continuous rows, one at each sldelap and one down the o.c.; or strip
allowing n placed a very 1 area of ventilation. Encircling of the strips is not acce center of t br eet
Z in each ribbon to allow cross ventilation. Asphalt application of either
system shall be at a minimum rare of 12 lbs./sq. Note: Spot attached systems shall be
to a maximum design pressure of-45 psi;
5 Fastener spacing for insulation attachment is based on a Minimum Characteri • limited
f273 lbf., as tested in compliance with TAS 10S. If the fastener value, as field-tested, a value
275 ibf, insulation attachment shall not be ac
6 Fastener captable, d• are below
spacing for mechanical attachment of anchor/base sheet or membrane attachment is
based on a minimum fastener resistance value in conjunction with the maximum deal
listed within a specific system. Should the fastener resistance be less titan that u' as
determithed by the Buildln gn value
Fl orida Registered l3 long Off icial, a revised fastener spacing, d a bred, le
S er or Architect may be submitted. Said revised' signed and spacing d shall
a
utilize the withdrawal resistance value aig shall
calcufotivns in compliance with Misml•�en from Miami-Dade County Protocol TAS 105 and
7 ca r latio and comer Oede•Roofing Application Standard RAS 117.
rner areas shall comply with the enhanced uplift pressure of the areas, as
calculated in compliance with Chapter 23 of the South Florida Building Code. Fasts
shall be increase for both insulation and base sheet as calculated in compliance with _
County Roofin A Fastener densities �
$ Application Standard RAS 117, (When this llrrrltation is speciAcaJlyr+ercrrrcd
within this ANA, General Limitation #9 will not be applicable.)
8 All attachment and siting of perimeter nalkrs, metal profile, and/or flashing termination
shall conform with Miami -Dade Coon RAS d t designs
load requirements rm with
of Chapter County Roofing Application Standard RAS 111 and the wind
9 The maximum designed � pressure limitation ted a to all roof (i.e. field, peri$naters, and corners). Neither rational analysis, nor extrapolation shall be e mit
for enhanced fastening at enhanced pressure zones i,o. be permitted
I not
(When this limitation is specifically Fete ( perimeters, extended corners and Corriere).
be applicable.) within tt�i.
:.. �::•� --
Page 19
Frank Zulaaga, RRC
Roofing Product Control Examiner
P.23/21
MAR 26 2002 14:19 FR BRADCO SUPPLIES
TAMKo ROOFING PRODUCTS, INC.
Page 20
305 5979404 TO 3059533333
P.21/21
Acceptance No.: 00- 0126.04
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
I Renewal of this Acceptance
Fled and the original d p hal b, considered cl udin to
after a renewal applic has been
documents, are no older than eight (8) ( years. g test supporting data, engineering
2 Any and all approves products shall be
state, and the folio permanently labeled with the manufacturer's name, city, wing statement: Miami -Dade County Product Control q pProvod , or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered If
a ) There has been a change in the South Florida Building Code affecting
product and the product is not in compliance with the code changes` the evaluation of this
b) The product is no to "gcr the same r
c) If the Ace t product (identical) as the one originally a
ep ance holder has not complied with all the requirements cceptanc
°f this acceptance,
Including the correct installation of the product;
d) The engineer who vriginall
submitted, is no Ion er Y prepared, signed and sealed the required documentation initially
8 practicing the engineering profession.
4 Any revision or change in the materials, use, and/or manufacture o
automatically be cause for termination of this Acxe of the product or process shall
requested (through the filing of revision application u n l ess prior written approval has been
office, appropriate fee) and granted by this
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or r
b) Misuse of this Acceptance as an endorsement of oilier purposes. any product, for sales, advertising or any
6 The Notice of Acceptance number preceded by the words Miami -Dad
followed by the expiration date may d Acceptance is displayed y be displayed in adv u County, Florida, and
p yed, then it shall be done in entirety.
I f anY portion of the
7 A copy of this Acceptance as well as approved drawin
provided to the user by the manufacturer or its istr distributors ad shl be available at the�ob site at all times. The copies need not be reseal documents, where
for
it applies,
ed by the ensineer,
8 F to comply with any section ofthis Acceptance shall be
Acceptance, . cause for termination and removal of
9 This Acceptance contains pages l through 20.
END OP THIS ACCEPTANCE
Frank ZuloRRC
Roofing Product Control Examiner
** TOTAL PAGE.21 -x*
416 ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Insulation: 1 -1/2 to 2 -1/2 in. perlite, wood fiber, fiberglass or Apache/
Celotex isocyanurate.
Base Sheeb Type G2 "Glass- Base ", "Vent -Ply" or "Vapor -Chan" vent-
ing base sheet;, spot attached.
Membrane: "Awaplan Premium ", "Awaplan 170", "Awaplan Versa -
Smooth", hot mopped or "Awaplan Heat Weld" .
Surfadng: Type G3 cap sheet "Tam- Cap ", hot mopped or Grundy's
"Fibered Asphalt Emulsion" at 3 gal /sq or Karnak Chemical Corp. "No.
97AF" at 1 -1/2 gal /sq.
3. Deck: NC Incline: 3/4
Insulation (Optional): Perlite, glass fiber, wood fiber, phenolic, isocya-
nurate, urethane, polystyrene, any combination, any thickness mopped
in place.
Base Sheet: One or more layers of the following base sheets: "Tam -
Glass Premium", "Tam -Ply IV ", "Vapor- Chan", "Glass- Base ", "43# Base
Sheet", "Vent -Ply", "Awaplan Premium Smooth FR" or "Versa Base" hot
mopped in place.
Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR"
or "Versa -Cap FR ", hot mopped in place.
4. Deck: NC Incline: 1
Insulation (Optional): Perlite, glass fiber, wood fiber, isocyanurate,
urethane, polystyrene, any combination„ any thickness, mopped in place.
Base Sheet Two or more layers of the following base sheets: "Vent -Ply",
"Tam -Glass Premium ", "Tam -ply IV ", "Vapor- Chan", "Glass- Base ", "43#
Base Sheet", "Versa- Base ", hot mopped in place.
Cap Sheet "Versa -Cap FR ", hot mopped in place.
5. Deck NC Incline: 2
Insulation (Optional): Perlite, glass fiber wood fiber, phenolic, isocya-
nurate, urethane, polystyrene, any combination, any thickness, mopped
in place.
Base Sheeb One or more layers of "Versa- Base ", hot mopped in place.
Cap Sheet "Versa -Cap FR ", hot mopped in place.
6. Deck NC Incline: 1
Insulation: Perlite, glass fiber, wood fiber, phenolic, isocyanurate,
urethane, polystyrene, any combination, any thickness, mopped in place.
Base Sheet One or more layers of "Versa- Base" or "Versa - Flex ", hot
mopped in place.
Ply Sheet (Optional): One or more layers of "Tam -Glass Premium" or
"Tam-Ply IV ", hot mopped in place.
Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex
FR ". "Versa -Cap FR ", hot mopped in place.
7. Deck NC Incline: 1/4
Insulation: Perlite, wood fiber, glass fiber, polyurethane, isocyanurate
combination isocyanurate /perlite or polyurethane / perlite any thick-
ness, hot mopped in place.
Base Sheet 1 or more of the following: "Tam -Glass Premium" or
"Tam -Ply IV ", hot mopped in place.
Membrane: "Awaplan Premium ", "Awaplan 170", "Awaflex" or
"Versa - Flex", hot mopped in place or "Awaplan-Heat Welding" heat
fused or "Awaplan Versa - Smooth ", hot mopped or heat fused.
Surfacing: "Grundy's "Fibered Aluminum Roof Coating" applied at
1 -1/2 gal/sq, Pure Asphalt's " Fibered Asphalt Emulsion Roof Coating"
applied at 3 gal /sq, "Tam -Pro FR Aluminum Roof Coating- Asbestos
Free", 1-2 gal /sq or Karnak Chemical Corp. "No. 97AF" at 1-1/2 gal/sq.
8. Deck: C -15/32 Incline: 1/4
Insulation: Perlite, wood fiber, glass fiber min. 1 in. thick hot mopped
in place.
Base Sheet (Optional): One or more layers of "Glass- Base" hot mopped
in place.
Base Sheet One or more layers of "Versa Base FR" hot mopped in
place.
Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR"
or "Versa Cap FR" hot mopped in place. •
9. Deck: 15/32 Incline: 1/4
Insulation (Optional): Fiber glass, foam glass, any thickness.
Base Sheet "Versa -Base FR ", hot mopped in place.
Base Sheet Tam -Glass Premium, hot mopped in place.
Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR"
or "Versa -Cap FR ", hot mopped in place.
10. Deck 15/32 Incline: 1/4
Insulation: Perlite, wood fiber, min 1 in. thick, hot mopped in place.
Base Sheet "Versa -Base FR ", hot mopped in place.
Base Sheet Tam -Glass Premium, hot mopped in place.
2000 ROOFING MATERIALS & SYSTEMS DIRECTORY
11.
12.
13.
14.
15.
16.
17.
18.
•
19.
20.
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) Continued
Membrane: "Awaplan Premium FR ", "Awaplan 170 FR" . "Awaflez
FR" or "Versa -Cap FR ", hot mopped in place.
Deck: 15/32 Incline: 1/4
Insulation (Optional): Perlite, fiber glass, foam glass, any thickness.
Base Sheet: "Versa -Base FR', hot mopped in place.
Base Sheet: Tam -Glass Premium, hot mopped in place.
Membrane: "Versa -Cap FR ", hot mopped in place.
Deck: 15/32 Incline: 1/4
Insulation: Perlite, wood fiber min 1 in. thick, hot mopped in place.
Base Sheet "Versa -Base FR ", hot mopped in place.
Base Sheet: "Tam -Glass Premium ", hot mopped in place.
Membrane: "Versa -Cap FR ", hot mopped in place.
Deck: 15/32 Incline: 1/4
Insulation (Optional): Perlite, glass fiber, wood fiber, hot mopped in
place.
Base'Sheet: Two or more layers of the following base sheets: "Tam.
Glass ", "Tam -Ply IV ", "Vapor- Chan", "Glass- Base ", "Versa- Base" or
"Versa -Base FR ", hot mopped or mechanically fastened in place.
Membrane: "Awaplan Premium FR" or "Awaplan 170 FR ", "Awaflez
FR ", "Versa -Cap FR ", hot mopped in place.
Deck: NC Incline: 1 -1/2
Insulation Polyisocyanurate, glass fiber, perlite wood fiber, hot
mopped or mechanically fastened, any thickness.
Base Sheet: Type G2, mechanically fastened, hot mopped or adhered
with Henry Co. "No. 200" or GEO Industries "No. 902 ", at 1-1/2 gal /sq.
Membrane: "Awaplan Premium ", "Awaplan 170", "Awaflex" or
"Awaplan-Heat Weld ", heat fused in place or adhered with Henry Co.
"No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq.
Surfacing: Henry Co. "Henry 520 Aluminum ", at 1 -1/2 gal /sq.
Deck NC Incline: 1 -1/2
Insulation: Perlite, wood fiber, glass fiber, any thickness, hot mopped in
place.
Base Sheet: One or more layers of "Glass- Base ", "Tam -Glass Premium"
or "Tam -Ply IV ", hot mopped in place.
Base Sheet (Optional): One or more layers of "Versa- Base ", hot
mopped in place.
Membrane: "Versa -Cap FR ", hot mopped in place or adhered with
Henry Co. "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq.
Deck: C -15/32 Incline: 1/2
Base Sheet One or more plies of Type -G2 "Glass- Base" or "Vapor.
Chan ", mechanically fastened in place.
Ply Sheet: One or more plies of "Versa- Base" or "Versa -Base FR ",
adhered with the Henry Co. No. 200 Adhesive at 1 -1/2 gal /sq or Geo
Industries No. 902 at 1 -1/2 gal /sq.
Cap Sheet "Versa -Cap FR ", adhered with the Henry Co. No. 200
Adhesive at 1 -1/2 gal /sq or GEO Industries No. 902 at 1 -1/2 gal /sq.
Deck: NC Incline: 1/2
Insulation: Perlite, woodflber, cellular glass, fiberglass, ISO, EPS any
combination, any thickness, hot mopped, mechanically fastened or cold
applied.
Ply Sheet: One or more "plies of "Versa- Base" or "Versa -Base FR"
adhered with Henry No. 200 adhesive at 1-1/ 2 gal/sq. or GEO Industries
"No. 902" at 1 -1/2 gal /sq.
Cap Sheet "Versa -Cap FR" adhered with Henry "No. 200" or GEO
Industries "No. 902" at 1 -1/2 gal /sq.
Deck: NC Incline: 2
Insulation (Optional): Woodfiber; perlite, isocyanurate, fiberglass, cel-
lular glass, basalt.
Base Sheet (Optional): Type G -2 base sheet, mechanically fastened.
Membrane: "Awaplan Versa Smooth" and surfaced with "Versa Cap
FR ", hot mopped in place.
Deck: C -15/32 Incline: 1/4
Insulation:. Perlite, fiberglass, cellular glass, mineral wool, 2 in. thick
min.
Ply Sheet G -1 or G -2 base sheet, mechanically fastened.
Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex
FR ", "Versa Cap FR ", hot mopped.
Deck: C -15/32 Incline: 1/4
Base Sheet One ply of "Glass- Base ", mechanically fastened.
Insulation One layer of 1.4 in. of polyisoryanurate followed by one
layer of 1/2 in. perlite or woodfiber, mechanically fastened or hot
mopped.
Ply Sheet One ply of "Tam- Glass" Premium ", hot mopped.
Ply Sheet: One ply of "Versa- Base ", hot mopped.