ROOFING9 . MIAMI SHORES V AE
BUILDING DEPARTMENT
305- 795 -2204
Bui ding Inspection Request
Date l 0 )1 -
Type Insp'n F 1 Io 1 - ROOF
Permit No. f5F0 5 t I G4
Name 12,051 .
Address VO 1 I I E `'1 C s+
Company .61 WO Iet • E Firn .
Phone # 1r\
Inspection Date )O 12
Approved
Correction
Re- Insp'n Fee
f
,4 c7',
Type Insp'n
OCT 0 6 MB
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 10
0
Permit No. f5P ��� — 11(:74
Name
Address l I N qZ S
Company �Q9� _
Phone #
Inspection Date 1 O 1O S .
Approved ❑
Correction
Re- Insp'n Fee ❑
Type Insp'n
Permit No.
MIAMI SHORES VILLAGE d
BUILDING DEPARTMENT 6 *
305- 795 -2204
Bui ding Inspection Request
Date CI 1 5
Tile in p6voress
1 3? 05 - 11 64
Name _58'- )� 1 11�
Address I7I 1 `�.� qZ S+-
Company
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
U
3391 a/
MIAMI SHORES VILLAGE 4N,
BUILDING DEPARTMENT
• 305- 795 -2204
Building Inspection Request
Dat tO
Type Insp'n I a 1 i ./ / 1 ik'
V 14 j 1
Permit No.
4
Name
1 CD 1
Company C ` l )Q
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
1
26
r �1�b
51
76
2
27
52
77
3
28
53
78
4
29
54
79
30
55
80
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
. 21
46
,.,,c/
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25 '
i t
50
75
100
Civil Engineer:
THIS REPORT SUBMITTED BY:
\(-L- J
P.E.
Lab Certification # 98 0608.04
State of FL Certificate Authorization # 4100
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
SITE SPECIFIC INFORMATION
Owner's Name t 09 '
Job Address: Q !01 IFS q `1 ✓ -- 4 , ( .rz L. - F(
Roofing Contractor -M14-( Ott- -F1 iL3 6
Type of Tile: t C t+ 15 t— RA-0-4 E Date Installed: 9 -"- v S
Approximate Roof Height: 17- - feet Roof Pitch:
Type of Access to Roof: Scaffolds li Ladder Other '
Approximate Square Footage of Roof 1‘ ct) 0 ft
Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested T '0 C"
TEST RESULTS
P =PASS,F =FAIL
Permit #t��'S- I I
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
VA
1 -30 .5"
Project fV 6455
NOTES'
SKETCH OF ROOF
JOB
c ( . A a-k i
-I- OF '
SHEET NO.
CONTRACTOR K- rA- _ Fers 1 PG
CHEOCED BY
DATE
SCALE
111111■ _ww7■11114►111%1
1111111PECOMMEIMEN 111.«15i
M
111111111L!AS.'
uommirmeimmennumrznal
■
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204 Permit Number: BP2005 -1164
Printed: 8/8/2005
Applicant: CATHERINE VERA
Owner: RESEK
JOB ADDRESS: 161 NE 92
Contractor KAWALEK, PAUL RICHARD
Local Phone: 786 277 - 9540
Parcel # 1132060133190
Signed: (Contractor or Builder)
Building Permit
RESEK
CATHERINE VERA
ST
Contractor's Address: P.O. BOX 531051
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 22 & 23
Permit Status: APPROVED Permit Expiration: 1/31/2006 Construction Value: $12,200.00
Work: TEAR OFF EXISTING TILE ROOF REPLACE WITH A NEW ALTUSA SPANISH CLAY COLOR THROUGH ALL TILES THE SAME
BY:
BLK 23 OR 17671 -1067
Fees:
FEE2005 -10745
FEE2005 -10746
FEE2005 -10747
FEE2005 -10748
FEE2005 -10749
Description
Building Fee
CCF
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$300.00
$7.80
$2.60
$7.50
$3.00
$320.90
Total Fees: $320.90
Total Receipts: $0.00
(Q7
A000
Signed: (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 responisibility for all work
done by either myself, my agent, servants or employes.
BUILDING
PERMIT APPLICATION
FBC 2001
Tenant/Lessee Name
$ Value of Work For this Permit
Total Fee Now Due $ � '' "�" 9()
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Rao
II
Submittal Fee $
Notary $ -- Training /Education Fee $ 2 • ��
Scanning $ Radon $
Code Enforcement $ Structural Plan Review. $
e
Permit No. E ) 1 64
Permit No.
J
Permit Type (circle): Building Electrical Plumbing Mechanical A j�
V V
Owner's Name (Fee Simple Titleholder) Cekik Phone # 3o j 7 � e , .Sei ) i 5 /
Owner's Address ) b I E g2v\(1
City M ,q 1, w re. State FL
Zip
Phone #
Job Address (where the work is being done) D 199 NE q a ►K 1 --il-e
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO
Contractor's Company Name .W O J &/ 1 U I 1116 Phone # 30_5 rj 5 L .- OI ej
Contractor's Address Pi 0 I gox 5 3) 051
City WI ANYti State 1 — L . Zip '3 3 0 63
Qualifier p,t&) KA -Wel U e-R
State Certificate or Registration No. Certificate of Competency No.
93E600 '436
Architect/Engineer's Name (if applicable) Phone #
Square Footage Of Work: 2 D So
Type of Work: EAddition p ['New c �Repair/Replace ❑ Demolition
Describe Work: �e 0th(" � ' - Q V & roc-Pi rep kf.f8 h cone e ki
121,-1-HAAck. 5 p t t n i,J c,) A y co / o r-i h rash a-I (+i d e$ -1- he 5e E?
6-0 )0r -1-`i le ro .5y6-1-em, .( Colts r
* * * * * * * * * * * * * * * * * * * ** * * * ** *Fees * * * * * * * * * * * * * * * * * * * * * * * * * * **
0
Permit Fee $ 3 0 0 CCF $ • 80 CO /CC
Technology Fee $ - 7 —50
Zoning Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) i }
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF'
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be • 'proved and a reinspection fee will be charged.
Signature
chc 05/13/03
Signature kw) Q i 2 bukkiTtie}
Owner or Agent Contractor / /
The foregoing instrument was acknowledged before me this Z c, The foregoing instrument was acknowledged before me this D`i
day of �, 20 �c-by , day of X1 W . l__,...._. , 20 ? by I
a■.
.. --
who is ersonally known tame or who has produced ¢ L,1 who i rso . ly known to me or who has produced
As identification ,pnd who did take an oath.
NOTARY UBL C: + ^: ARTHUR H. STONELAKE
,�_ * MY COMMISSION M DD 377711 NOTARY PU
■ Sign: 14 s, "' o EXPIRES: March 21, 2009 Si
a Bondod Thw Budget Notaq n: Simian Sign:
APPLICATION APPROVED BY:
Print: (1,7 W v - S'17 n���►(.�
My Commission Expires: 3 \,�
MY COMMISSION N DD 415936
EXPIRES: April 6, 2009
4341 ;an/ Pubic Underw iters
My Commission Expires:
* ******** it* * ******** *** * * *********** * * * ******** le* ** *** * * ** * * * * * * *** * ** * * * *** *,r **
as identification and who did take an oath.
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
C' _ &..5 Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -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: ��
1\A tamt 5horeS F2,33 i
2. Description of improvement: e- ry ®T
3. Owner(s) name and ress: l� e R e Ci e k ' 6 1
l -3e) ►v !�C N� d ��
4,0,0Ai 3kore- � L
Interest in property: 0 W V\ e r
Name and address of fee simple titleholder:
4. Contractor's name d address:
M t a vvi I L3
123.01 -52 PAGE 4 8/02
S' _ flatus of Owner
Print Owner's Name
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
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:
8. In addition to himself, Owners 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:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
differ, da; - is specified)
erevkuLt
Sworn to and subscribed before me this -2 -A- day of
,,p�
`.r . � ARTHUR H. STONELAKE
"" MY COMMISSION* DD 377711
Notary Public ,, ins , EXPIRES: March 21, 2009 `,J
4 0F FLe isomdltruMeritubnyienfiwa
Print Notary's Name 0,7 Aug._ W ST..- ,ti. —<
My commission expires: 31. , 0 5
STATE OF FLORIDA CO OF DADE
O HEREBY CER77FY that this is a tru
ginat filed in this office on _ f the
clay o<---
my hand , A D 20 i .s , ju
and . Officiai Se. 1.
—_'� 1 � of C
' d County Courts
✓ln D.C.
111111111111111 11111111111111111 1111111111111
CFN 20005R0809221
OR Bk 23637 Ps 1381; (1P91
RECORDED 08/03/2005 10 :16 :46
HARVEY RUVINv CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
Prepared by 1PCU V AAAJa
, 200
Address: 1 L 1 t' Q 5 Z 5
(V w: % S►n.ewu
••• • Florida Building Code Edition 2002
:. r ►
-Mann; Zone Uniform Permit .: Ucn Form.
•®• : Seictioin A (tenerai Information)
Master Pennft No.
Contractor's•Nj. e
Jqb Address. •
❑ Low Slope
❑ • Asphaltic
Shingles
• • 0 • •
•
•
•
• • .. •
OO
••• •
• •
•••
• •
•
Process No.
i/V t&I'<
• • • • • ROOF CATEGORY •
❑ Mechanically Fastened Tile 1MortarIAdhesive Set Tile
D Metal Panel/Shingles 0 Wood Shingles/Shakes '
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof bi Re- Roofing ® • Recovering ❑ Repair 0 Maintenance
enance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (89 Steep Sloped Roof Area (SF) Total (SF)
0 D50 SO
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels. and sections, roof drains scuppers,
scuppers and overflow drains. Include dimensions of sections an s, clearly
identify .dimensions of elevated pressure zones and location of parapets. I. - � • .... - - E . • -t E = s • • : ` E . P + • . � � ` ° . r E t---ti : - r_
" I-i rN f+ i.;... E. 1 »i..:.•..j. .14 i ..s. i s ~' •
tri 41-
Fill in Specific Roof Assembly CompMnos•
and Identify Manufacturer •.• • •.•
(If a component is not used, Identify as `NA, .
System Manufacturer.
She
Section C (Low gig
••
•
•
NOA No.: ` : .P4rlTsta:
• Oc @ Lap, s Rows
. .. • .......
Comer: ' oc Lap, X Rovrs —
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1 _ Pte Pmax3•
Max. Design Pressure, From the Spedlic NOA
Deck
Type
Gauge fhic mess
.Stops:
Anchor/Base Sheet & No. of Pty(s):
Anchor/Base Sheet FastenedBonding Materiak
Insulation Base Layer
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material
Top insulation Layer: •
Top hqutafion She and Thidness:
Top Insulation Fastener/Bonding Material
Base Sheets) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Py Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material
Top Ply:
Top Ply Fastened Bonding Material
•
pad Roof Svsteml
i4 1eripaL9ng for Anchor/Base Sheet
'Attachme'nt ' •
• • sic_ .: roc 431L.ap, * Rows
• 'oc
Number of Fasteners Per Insulation
Board
Fwd Perimeter Corner
illustrate Components Noted and
Details as Applicable:
WbodMocking, Gutter, Edge Termination
Skipping, Flashing, Continuous Cleat, Cant
Base Flashing, Counter- FYashtrig`
indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Mated* .
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16
. 0c
Mean
Roof
Height
Roof System gaanIJIlctucer:. . • / v - Hk. g
• • •
Notice of Acceptance rounther•' ' .0a- 1115.0s
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pt: 4rl i b P2: IUOi b P3: vet &
Maximum Design Pressure yy C
From the NOA S . ecific System): t2 J
Method of tile attachment: PD I y Foam cut h ecs 0 v&
123_01-48 5/03 PAGE 4
Roof Slope:
3 :12
• • •• • •
moo• •• • • • • ••
•
• •• 0
Ridge Ventilation?
• • • • MoiidaSbifdin4 Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Seatiova D.(1tt9p Stobed Roof System)
WIN
Mean Roof Height: ) �
• • • • • - - -
Steep ;Sloped Roof System Description
Deck Type: [ r � D U�
y pe Undderl ayment:
nsvlation:
NlA
Ire Barrier:
W3D H--
astener Type & Spacing:
dhesive Type
ype Cap Sheet:
oof Covering:
I ) 4.j RriJ lba 15 o °n
oksph$+d
- #r-gosla°It
Type & Size Drip
dge:
s S
6 fp
3)(3 opt1v
M Required Moment Resistance'
-r^
ummingammi
15'
20'
25'
30'
40'
34.4
35.5
38.2
39.7
42.2
32.2
34.4
38.0
37.4
39.8
M
30.4
32.2
33.8
35.1
37.3
5:
28.4
30.1
31.6
32.8
34.9
F.
25.4
28.0
29A
30.5
32.4
1= length
w= width
24.4
25.9
27.1
28.2
30.0
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
H
Job Site
Roof Slope
g
Job Site
Aerodynamic Multiplier
i,
NOA
Restoring Moment doe to Gravity
M
NOA
Attachment Resistance
Mr
NOA
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
NOA
Requited Uplift Resistance
F.
Calculated
Age Tile Weight
W
NOA
Tile Dimensions
1= length
w= width
NOA
All calculations must be submitted to
the Building Official at the time of permit application.
123_01-48 5/03 PAGE 5
... • • • •
• • . . ..
• • • • • •
• • • ...
... • • • • •
•
.. ..
•
• •
• •
• • •
IFlorids Building Code Edition 2002
. h yolodty Fiurrlgine Zonp Unifprm Permit Application Form.
8ec�ion � '(TIbe:dalculations)
. .
For Moment based the s Tstems, choose either Method 1 or 2. Compared the values
for M e valise fe o& V; Bate li values are greater than or equal to tine Mr
values, for each aria of di root t4tep tktite attachment method is acceptable.
.. ... • • • • • ..
Method ! "M it Based Tile Calcula s o Per RAS 127"
- Mg: 5 � � Mr 1 d NOA
Mg: �� 35= ten NOA kit
Mg: St 1 j NOA
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA Mt
*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 are 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 Per RAS 127"
(P1: z 1: II w: = ) - W: z cos B: = F,1: NOA F' _
(P u w:= ) -W: cos 0: = Fn: NOA F'
(P : z 1: = u w: = ) - W: z ens 9: _ = F NOA
1
• •O • • • ••• • O
• •• O• • • ....•.... ..•.•. -•00
• • • • • • • • • -- '• o
• • • ••• • • 0
• • • • • • • 0
••• • • • • ••• • 0
••• 0 • • • •
°
• • • SEbtIOIj 1524
HIGH VELOCITY Hu txt tt5NM REVIJIttED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this s e ` a t ier i , ; it i CessWrsibility of the roofing contractor to provide the owner with
the required roofing permit, ltd to ekpl'ain to 2hs owner the content of this section.. The provisions of chapter
15 of the Florida Building Con, ; iiticJing 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
expl ained.
K . 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) 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.
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 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Corrunon roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with continon roofs, the roofing contractor and/or
owne r should notify the occupants of adjacent units of roofing work to be performed.
V IA 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 Florida Building Code provides the
option of maintaining this appearance.
l'1 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 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.
t� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded 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 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. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
\-fia A wamos /-6 05
Owner's/Agent's Signature Date
Contractor's Signature
M1AMFD D6 •.• •
111111 . •• •
•
BUILDL" G CODE COMPL1ANCi,1.Of40(BC4O)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (ziem •
Almar (USA), Inc.
6801 NW 77 Avenue
Miami, FL 33166
! 1 'd 1; L >: ,, ' 0 11
• • • • 060 • •
•• •• • • • .• ••
• • • • • • • • •
• • 000 • • •
• • • • • • o
• • • • • 000 • •
• • • •
• • • • • • •
• • •
• • • • • •
• • • • • •
• •
• • • • •.
1
• • • •
• • •
•
•• ••• • • • • • •.
biL&Ml -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130.1563
(305) 375.2901 FAX (305)375-290S
SCOPE:
This NOA is being issued tinter the applicable rules and regulations governing the use of construction materials,
The documentation submitted her, been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valit: after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dada 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 m.titufacturer 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. BORA reserves the right
to revoke this acceptance, if it js by Miami -Dade County Product Control Division that this product or
material fails to meet the regt tremens of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code,
DESCRIPTION: Altus* "5" Clay Roof Tile
LABELLNG: Each unit shall bear a pennanent 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 manufi.cture 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 ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be d .splayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy oft his entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 7.
The submitted documentatio a was reviewed by Frank Zuloaga, RRC
NOA No.: 014115.03
Esplratlon Data 12/16/07
Approval Date: 12/12/02
Page 1 of 7
l'id6 : I %i)i) ' h l :';0
Category:
Sub - Category:
Material:
Trim Pieces
Clip
Clip
. 7 •.1 r ^.;: • r. F1
•. •
•
•
:
•. •
•
ROOFING ASSEMBIx rn tovAel,:
• • 0 •0• • •
• • • • • •
Roofing • •
®
Ru4Bng ;T11es..
Clay •••
•
• • 0
•
•• 0.. 0 •
2. PRODUCT DES•CIUPTIC)N
Manufactus'ed by
Applicant Pllalliona
Altusa One Piece '5' L 18 '4"
Tile W = 10,5"
f " thick nominal
3.25" high
Length; varies
Width: varies
v uyiag thickness
L =6"
D 0.12 :5"
L. &hm2"
W i /a W"
0.05" thick
2.1 SUBMITTED EVIDENCE::
Test 4aencv,
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
PRI Asphalt Technology, Iie.
Redland Technologies
• •
• •
• •
•••
• •
• • •
Test Identtfler
94 -083
• 0
• •
• 0
0
•
0
• •
• • 0 •
• 0 •
• • 0 •
• • 0 •
• 0
• • • .
•.. 0
• •
1. SCOPE
This renews roofuig system using Altus& One Piece S' Clay Roof Tiles, as manufactured by
Alxnar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where
the pressure requirments, as determined by applicable Building Code doe not exceed the design
pressure values obi ained by calculations in compliance with RAS 127 using the values listed in
section 4 herein. Tie attachment calculations shall be done as a moment based system.
• .. •
Test
Specificatloz
Product
Dercrtntioi
TAS 112 High profile clay roof tile. For direct deck or
batten nail -on, mortar set or adhesive set
applications.
TAS 112
PA 114
PA 114
94.084
25.7200 -t
Project No. 307025
Teat #MDC•78
MTS 520649
CLF- 003.02 -01
7161 -03; Appendix III
Accessory trite, clay roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Tile clip
L Shaped tile clip
Test Name/Reeort
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 102
(Quick•Drive Screws, Battens)
Wind Driven Rain
PA 100
PA 102(A)
PA 102
PA 102
at
April 1994
May 1994
Feb. 1995
Oct, 1994
May 2000
October 2001
Dec. 1991
NOA No.: 02.1115.03
Expiration Date: 112/16/07
Approval Date: 12/12/02
Page 2 of 7
'61')M
Table 1: Average Weight (W) and Dimensions (I x w )
__..
TIIe Pro file
Weight -W (Ibf)
Length•I (ft)
Width-v.9 (ft)
One Piece 'S' Tile
8.9
1.52
0.876
Test Aeencv
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
L: 'C.. • J
••. 0 • • ••• • O
• oil • • • • • • • • O
• 0 • • • • • • • O
• 0 • • • • • • O
• 0 • • • • • O
• • • 0 • • • flee • O
••• 'est•Iclintlf4r •
• • 0 • • • • •
• • • 0 • • • 0 • • •
° • 0 • • •
° • • 0 • T �� • .
• Appendix II •
Letter Dated Aug. 1
° °. °•t9 4 • : L.
• • 0. • • • • • • • ... • • •
... • d6�.��U1• • • • ..
••
PO402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Tgst Name/Report
Wind Tunnel Testing
0 ° •
O •
O •
O •
•
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Aerodynamic Multiplier
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25. 7804.4 & 5
25- 7848 -6
Ttgle
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
3. LIMITATIONS
3.1 Fire classification is not pact of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance pith RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building erode Compliance Office for review.
3.4 Minimum ur.derlayment shall be in compliance with the applicable Roofing Applications
Standards 1is.ed section 4.1 heroin.
3.5 30/90 hot me pped underlaynient 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 %ritb applicable building code.
3.7 May be installed on elopes 7:12 and greater.
4. INSTALLATION
4.1 Almar 'Attu is One Piece S' Clay 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 Att ichment Calculations
NOA No.: 02- 1115.03
Expiration Date 12/16/07
Approval Date 12 /12/02
Page 3 of 7
NIA ;1 i00:. '661.3 ;O
Table 5: Attachment Resistance Expressed as a Moment Mr (ft -110)
for Two Petty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
One -lace 'S' Tile Adhesive
293
2 See - ufactures component approval for Installation requirements. _
3 Flexible P • . ucte Company Tlie8ond Average weight pet patty 10 grams,
Pol oam Produc Inc. Average weight per patty 8 prams.
Table 3 ::RestoeIr 1 twenty due to Gravity • M (ft•Ibf
Tile
Profile
3 ":
or
12"
Toss
TI: 12" -
- - 5"i1112"
6 ":12"
7 ": 12" or
greater
One Piece 'S'
Tile
Battens
Cirect
Deck
Battens
4 4 .
Direct
DecI5
8.27
Battens
4.31
Direct
Deck ,
5.16
Battens
4.20
Direct
Deck
4.03
Battens
4,08
Direct
Deck
4.89
4.41
:5.33
Table 4: Attachment Resistance Expressed as a Moment • Mr (ft-lbf)
for Nall -On Systems
Tile
Profile
Faati nar Typo
Direct Deck
(Min 15/32"
plywood)
Direct Dock
(Min. 19/32"
plywood)
flattens
One Piece 'S'
TIIe
2 -10d Ring :hank Neill S
28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nall
5.1
8.8
2.8
2 -10d Sniooth or Screw
ShtttLk Nails _
5.9
9.2
7.3
1 .418 Screw
28.7
28.7
N/A
2 .r319 Screws
58.2
582
28.8
1 -10d Smooth or Screw
Shank Nafl Field Clio)
23.1
23.1
19.0
1 -10d Smooth or Screw
Shenk Nell Eave Clip)
29.3
27,8
,
38.1
29.3
27.8
38,1
24.0
38.6
41.8
2 - 10d Smooth or Screw
Shank Na11e (Field Clip)
2 - 10d Sriooth or Screw
Shank N ella Eeve Clip)
1 Screw with Altusa Clip (See clip details)
One Place "s"
Tile'
1 Screw with clTill
head of tile)
187.1 187.1
N/A
One Piece "S's
Tile'
1 Screw with clip (et Ihe
watercourse of tile)
35.2 35.2
N/A
1. Screw must be Installed h the Inside nail hole located nearest to the hump of the tile.
[it 'd tLCZ•oN
•
• •
•• •
• •
•
•
• •
•
One Place
• •
• •
• •
•••
• •
• • •
• • •
•• ••
• • •
• •
• •
• • •
_'[a(1Is(2,1 4 o�tly7 na c rrfl 'ML Ilene II (
Tile • ' ' "
• '
Iece'S' Tile
Profile
• • • • I-
• Batton Application
0.253
(ft
Direct Deck Application
0,274
•• ••• •• • • • .•
NOA No.: 02.11115.03
Expirtdoa Dote: 12/116/07
Approval Dates 112 /112/02
Page 4 of 7
WdOE ll 1001 '61'300
Table 5A: i tta - merit Reelstsr;ce Ejtp; esspd as a Moment - Mr (ft -Ibf)
• for %lat, I, Ilk Adhe ive : et 3 stems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
99.5
One Piece '6' The
�_ "� m' Fa4Goa�h.PeJyPrd
_
' P /1l/QoBrrCP Pro •
38.7'
q Ler• e • add •lac - ment of Warms stP.ot Pry ""a • .- o ' :
5 Medium paddy placemf
nt at 24, rams of PolyPro TM.
Table 58: Attachment Resistance Expressed as a Moment • Mr (ft•Ibf)
for Mortar Set Systems
_
Tile
Profile
Tile
Application
Attachment
Reslstante
One Place 'S' TIIe
Mortar Set'
24.50
L!5 'd tL£Z'oN
•
. •
• •
•
• ..e •
• • • •• •
• • • • • • •
•.• • •
• • • •
• • ... •
5. LABELING
All tiles shall boar the imprint or identifiable marking of the manufacturer's name or logo, or
following stat' ment: "Miami -Dade County Product Control Approved ".
6. BUILDING PEEWIT REQUIREMENTS
6.1 Applicaton for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
PROFILE DRAWINGS
ONE PIECE `S' CLAY ROOF TILE
NOA No.: 02- 1115,03
Expiration Date: 12/16/07
Approval Date: 12 /12/02
Page 5 of 7
WdIE ll 100Z '6I'3;0
L, y 'd r0;;;•
CLIP WITH ONE (1) SC REW
ATTACHED TO PECK
• •• •• • • •
• • • • • • •
• • • ••• •
• • • • • •
••• • • • • •••
•
• ••
• •
CLIP PLAC@U NT MAIL
•
•
•
0.• • • • o
• • • • • • • • • •
•
• • • • • • • •
• • • • • .
"SPANISH 8"
TILE SY ALTU8 *_
(Tirp.1 • • i • : • • .1.11 "OVlR•AP
• • • i • i :(CPVIRI Pir•HOLE)
• • • • •
SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
CLIP •
ECK
NOA No.; 02. 1115.03
Expiration Date: 1236107
Approval Date: 12/12/02
Page 6of7
Wall :ZI M •61 .:00
€CReW (HOLDS
CUP ONTO DECK)
"SPANISH Ii"
TILL 9Y ALTUI)A —
CUP Pla 1Ct:DAENT MAIL
••• • • • •
• .• .. • •
•
• •••
• • • . •
•.• • • • • •
•
•
•
. CLIP C
•
DETAILS (N'T)
• • •
• • • ••••• • • • •
0 • • • • • • • • 0 •
• • • • •
2 112" OV!RLAP
•.. .,(OC1jeRepiN. • •
• • • • •HOLQ► • •
• •• • • • ••• •
• • • • • • •
• • • • • •
, . • 7",,,
....
,„„,.._
----,_,,,,,„,, r
•
UL 'd tLCZ '°M
END OF THIS ACCEPTANCE
SCREW IN THE IN0113 NAIL 140La
NI:ARMOT TO TH! HUMP OF THE TILE
DECK
1114" 1914" 3/4'
i I i i .
NOA No,: 024115.03
Expiration Date: 12/0/07
Approval Date: 12/12/02
Pape 7' of 7
Wdl� 4l ?.00 '61* :00
MIAMI
PRO
o•• • • • • •
• •• •• • • •
1 -20U 16:24 . FROM -ABC SUPPLY 048: : • : .
... • • • •
'i23 /o1 HON 13 FAX 934 578 1042
Polyloum . Products, Inc.
Spring- Stucbncr Rood
Spring ,TX .77383 -1132
APPROVED: 06/14/21)01
1 :0001`c;00.2\Itcmpi :ICAINoUU 1 cc•pon;c co.or �]to,dot
• ••
•0
:561 585 4651
POLY FOA1! PRODUCTS, INC.
• • • • • • • •
• • • • • , • • • • •
• • • • •
• • • • • • • • • • • • • • • • • •
• • • • • •
• • • •
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER DUILDINQ
° • • • • • • • DUILDINC CODC CO1,PLIANCE OFFICE
•
tat) MI3T O.DAl)IC
W P outt,.DlNp
°
•• ••• ▪ • : •• L'SI'•�LAGLER STREET SUITE 160.3
ON NOTICE MIAMa;FI-nR11)A331.0 -I3G3
--. TA NCf: (305) 773.2901 FAN (303) 37S -290i
('0N1"RAC OR r.ICt'.N n*: REC11rNN
( FAX (305)373-2M
CON17L4c1'ok EAIEORCEmorr 11tvISJON
(UP 373.2946 FAX (300 775•19
NRO11t.JCI' 6:ON11101. plvlylON
Your application for Notice ol',Acceptnnce (NOA) o f: ( FAX (305) 372-65)0
• Two Component Polyurethcne Foam Adhesive
under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materials and Types or
Construction. and completely described herein, has been recommended for acceptance by the 1v(i;1mi -Dad
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid atier the expiration date stated below. BCCO reserves the right to secure
product or material at any time from a jobsite or manufacturer's plant for'quality control testing. If this
product or material fails 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 or the South Florida Building Codc.
I
The expense ofsuch testing will be incurred by the manufacturer.
ACCEPTANCE NO.: t11- 0521.02
EXPIRES: 05/10 /200(i
Raul Rodriguem
Chief Product Control Division
THIS lS TIIE COVF.12S1'IE1?T, S );E ADDITIONAL, PAGES FOR SPECIFIC AND (;ENERA1,
CONDITIONS
BUILDING CODE & 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 -Dadtl County, Florida under the conditions set
forth above.
1 'rancic0 1 ,`,Qvllllnrla,
MAR 2 4 2 13ect11r
smut , ,Dade: . County
nuiltlirjg Cniic Compliance Office
T -118 P.001/008 F - 260
W 002
16: ?.4 FROM -ABC SUPPLY 048
561 X85 4661
... • • • • • . •
1 ICON 13:08 FAX 954 578 1042
ilYTonm Products, Inc.
•
tOOFING ASSEMBLY APPROVAL ••• •• • • • ••
•
:11tvanl'd: Roofing • • . •• • Approval Date: Anne 14.20011
;life" - Category: Ronrfilo Aditt:shtt? • • • • • • •
41:at critlls: Polyurethane
SCOPE
This approves Pulypru® AI1160 as manufactured by t'ulyfuatnt Products, Inc. as
described in Section 2 ot'this Notice of Acceptance. For the locations where the design
pressure requirements. ns determined by applicable building code, does not exceed the
design pressure values obtained" by 'Ca leulations ;n ccmptiiincc With t oo fng App fle tton
Standard RAS 127, for use wish approved flat, low, and high profile roof tiles system using
Polyproe AH 160. Where the attachment calculations are done as a moment based system
for single patty placement, and as an uplift bused system for double patty systems
PRODUCT DESCRIPTION
Manu(nctureil by Test Product
Apnlic :ml nlntcnsinns Slaecilleaatlnnaa Acistipiu
Polyprodi) AH 160 N/A PA 101 Two component
I'oanaprooD RTFI000 N/n polyurethane
Dispensing Equipment
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transco ission
Dimensional
Stability
O 00 • • • •
• • • • • • •
•
••• •
• O •
• O •
• • 0 •
ProPackaD 30 & 100 N/A
2.1 Components or products manufactured by others:
Any Miami -Dndc County Product Control Accepted Roof Tile Assembly having a current NOA
which list uplift resistnocc vnluc8 with the use of Polypro A111(0 roof tile adhesive.
2.2 Typical Physical Properties:
Prnpertv c�
Density ASTM D 1622
Compressive ASTtvt f) 1621
ASTM D 1623
ASTM D 2127
As C 96
ASTM I)2I26
1
FOLYFOAR PRODUCTS. INC.
• •
, • • •
• • • • •
• • •
• . •
• • •
•• ••
• • •
• •
• • • •
• • •
• • • •
% CCEPTANCE No.: ghnlital
Itetniks
1.6 IbsJft'
18 PSI f aryllel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 LbsiFI
3.1 Perm / Inch
Expiration Dnte: May 111, 2006
T - 118 P002/008 F - 260
® 003
Dispensing Equipment
+0,07% Volume Ch : rr - 40 0 F,. 2
weeks
*6.0% Vnlunnc Chan 'u (r7 • 1 0•
I Iu 2 week:
Fri Zuloagn, 'MC
Product Control Examiner
..o • • • • ••• • • •
• •• •• • • • •• e•
16:26 FROM -ABC SUPPLY 048 ••• $1 465T
HON 13 :09 'Fit 954 578 1042 ••• • fOt F07t9P PRODUCTS, INC.
olyfoitm Pro dttctsTnc.
••• • • • -
▪ 0 • • • • • • .
:•• :: :rtaiPTANCE No. : 01- 0S211
• . • • •
• 0 •
Iota: The physical properties listed.rlbo ;c pecsepted ui t4picnl average vnluea ns determined by
ncccpted ASTM lest methods turd ncC stbkc: lb ttatanns lnnnufncturing yarintion.
• • •. • • • • •
•
• • 060 • • • • • • •
LIMITATIONS •
3.1 fire classification is not part of this acceptance. Refer to the Prepared Roof Tile
Assembly for fire rating,
3.2 Polypro® A11160 shall solely be used with Rat, low, & high tile profiles.
3.3 Minimum undcrlayrnents shall be in compliance with thc hoofing Application
Standard RAS 120.
3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH I.60 roof
tite.adhesive.with,their tile assemblies Shall test in acco.rdancc.with.PA_101._ _
3.5 Roof Tile manufactures acquiring acceptance for two paddy placcment.with the
use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein,
_ `)- w
F' (2
—
4. INSTALLATION
4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polyproo AH160.
4.2 Polypro® AH 160 shall bc applied in compliance with the Component Application
section and thc corresponding Placement Details noted herein. The roof tile
assembly's adhesive attachment with the use of Polypro® A1-1160 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
tile assembly NOA'
4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc,
Polypro® AH 1 60 Operating lnstrvction and Maintenance Booklet.
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved
applicators to the authority having jurisdiction.
4.5 Calibration of the Foampro® dispensing equipment is required before application of
any adhesive. The mix ratio between the "A" component and the "3" component shall
bc maintained between 1.0 -1.15 (A) : 1.0 (1:3), The dispense timer shall be set to
deliver 0.0175 to 0.15 pounds per tile as determined at calibration, No other settings
shall be approved.
4.6 Polypro® At•I IGO shall be applied with Foampro R'I'TI000 or ProPack® 30 & 100
dispensing equipment only
Polypro® All 160 shall not be ex posed pertmtncuily to sunit
MS
•
T -TT9 P.003 /008 F -260
IQJUU4
Frani: Zuloasa. RRC
Product Control Examiner
•
Table 1: Adl
csivc Placement
Placement
Detail
For Each Generic Tile
Single Paddy Weight
Min. (grunts)
Profile
Two Paddy Weight
per paddy Min.
(grams)
Tilcl'rofile
Flat. Low, Hi. h Profile
Ill
_.._
33
N/A
'h Profile (2 Pitii:c Darrel
High ( )
Flat Low. Hi h Profiles
Flat, Low, Hi h Profiles
1! I ............:...
#2
. q3
t T /side on and :......_
34/.an
24
—:-- -,
....... N /A- :_ ......_ . .
N/A
8 •-
. • . • • • • • • • • • • •
• • • • . • • • • • • •
.6:26 F8011-ABC SUPPLY 048 : • • ••. : 161 ;5 4657
MON 13:09 FAT 954 57B 1042 . :. : 1111- ttuAis. rauuui.ia,
ily Products, ins.
... •
. • •
• .•
• • • •
• •
• • •
• • •
..•••
• ••
T -779 P.004 /008 F -260
4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3
minutes after Polypro® RFl.IGV;taf cci tliskeitsc¢.
4.9 Polypro® AH 160 placcntcnt and ruhdntirt aaaywei shall be in accordance with
the 'Placement Details' herbrn'raclt generic tifc profile requires the specilic placement
noted herein,
• •
• .A:CctrrANCE No. : 01- 0521.02.
5. LABELING
Ail Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
6. BUIILDING PERMIT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system,
4
(:rank Zuloaga, RRC
Product Control Examiner
000 • • • ••• • • •
o • • • • • • • • 0 • •
0 • • • •
6 :26 FROM -ABC, SUPPLY.048 : : 5$1 581 4657
HON 13;09 FAa 954 578 1841 "' Al 11
lvfo�nl Products. Inc.
000 • • •
• • • • • • • •
• • •
• • • O. • • • • • • • • •
• • •• •" • •: �C Na.
• • • • • •
A DHESIVE r•LAGfMEN'' peT611. 1
.' SItCL t1:Y:
• • • • • • • • •
• • • • • • • • • • • P
t�
ANN .tiyh i•Is)n le *Alm 17 Ion
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Oa 16 10 OL• 0+60
Frank Zuloaba, RRC
('roduc! Control Examiner
*IS ' -FROM -ABC SUPPLY 048 • • • • • • • • • • •
•••••
NON 15:10 E&1 .954 578 1042 • • PQLI�FQA�
'one AroductIOnc.
rough Mask cement P
(Wooten illo)
Piddf
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of paddy on
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lop of 1110
51np10 paddy
under 111®
561 4857
•
8RPM INC.
••• • •
• • NOCENTANCE No.: O1 bos OZ
• • • ••••• ••••
•••• • • • • • • •
• • • • • •
ADII ES! VE PLACEMENT DC1 3
• • •
•
. • • • • • • • • • • •
T -778 P.007 /008 F -260
IQJ VV a
j -4ln.►
Single paddy
o underlayment
f tvo Cowx
fain Clolme
Nell lnroupn plastic eemenl
Frank Zulonga, RRC
Protucl Coourol Examine
SIN). paddy under III
SInglo paddy boltresn 114
I In. a V id. mows
oho paddy Poi
coin') any
Foods
WMphole
taw clooure
DIfp wigs
r
►:25 FR01I -ABC SUPPLY 048
JIDN .13 ;1UFhi as4 .1u41
yfo;im Products. tyc.
• • • • •.. • •
.. .. • • • .. • .
• : : : Z61 g85 4657
•
• • }u 4rv ar'uaue%b1.r
This Noticc of Acceptance consists of pages 1 through B.
END OF THIS ACCEPTANCE
T -770 P.008/008 F -260
000 • • • • •
.• • • • ..• -•
• • • ••• • • ACCEPTANCE No. : 01 -0' Zi.. ®Y
• • • • • • • • • • • • •
• • •
Renewal of this Acceptance (appfQral} el2allb3 co idetlai' ttder a renewal application Iias bm filed
and the original submitted docunhltts, iA�ludy feyt- stl'�tooriing data, enyincering documents „ are no
older chart eight (II) years. • • • • • • • • • •
.• ... • • • • •
•.
Any and all approved products shall. be permanently labeled with the manufacturer's name, ejty,
state, and the following statement: "Mi:uni -Dade County Product Control Approval ", or as
specifically stated in the specific conditions of this Acceptance.
Renewals of Acceptance will not be considered
a. There leas been a change in Ow South Florida building Code affecting tho evaluation of this
,product and the product is not in compliance with die code changes.
b. The prodtact is no longer the saitie product (identical) as the onus originally approves,
c. If the Acceptance holder hats not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
submitted, it no longer practicing the engineering profession. -
Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acccptancc, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process,
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes,
The Notice of Acceptance 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 Notice of
Acceptance is displayed, LJtcn it shalt be done in its entirety.
A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
FrankZuloaga, RILC
Product Control Examiner
=4.4- ,1,1: • ( - 1 : 5 Li
• • •
(_,(AihY F • • • • •
•
'1(9
• • •
••••
• • • • •
• • ••• • • •
• •••
•••• •• • ••••
• • • • • •
••
Uvi�6 f;v3:v��w�ssX,
nil S7`7 , bq9
goo k
. �.
Date
Type Insp'n
Permit No.
Name
\not) tg-ocsa
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Address (k 1 A "E.
Company 1Pj I '0Le, CU [Sa?-m
Phone #
Inspection Date 0-
c ovt.c) (r;r10(04___
c.c.e_64 s
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's A M/
' ✓i U 7 S /02State
City
Tenant/Lessee Name
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Electrical Plumbing Mefbanical
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade
is Building Historically Designated YES NO >K
Contractor's Company Name /
/ `
2
State
Contractor's Address
11/ /7/
��
Qualifier � /Z/1r � 1
City
State Certificate or Registration No. e6 e✓ (i 7 6 r/
Architect/Engineer's Name (if applicable) Phone #
Submittal Fee $ �®
Notary$ —
Scanning $
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
Radon $
Structural Plan Review. $
Phone #
Phone
Permit No.
Master Permit No.
e r e / / Z -. Phone ( 7 5 t 55
2 5.e&
Zip 33/2r-
Zip
Certificate of Competency No.
Zip ( 33/41 , - - 72
$ Value of Work For this Permit d4 8 e J 4 Square Footage Of Work: e0® c5/'
Type of Work: ['Addition ❑Alteration ❑New 0 RRep ❑ Demolition
Describe Work: j- ei3O,e,i �C, 0' f."; ��i s'4t ( e C.- / v i6 ,i•67,-.�i�
c0/, 41 �c/411 �� i bi co sz' 7 -.Q10,/e../ .
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $ SO CCF $ 1 p 0 CO /CC
Training/Education Fee $ C. 40 Technology Fee $ be, c
Zoning — Bond $
;;J
SPOS
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such . • ted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
who is personally known to m
As ide
N
Sign:
Print:
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 05/13/03
Adi
Owner or Agent
The foregoing instrument was acknowledged before me this 2 1
day of 4 , 20c .1", by Q &iso. d 4
************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Contractor
The foregoing instrument was acknowledged elore me us
wh a is r sonally k to ine or who has produced
Tan■
4or
and Rdvenllll0ladii
Expires 5/1/2008
Bonded Oyu (800)432-4254
Florida Notary Arsn., tic
* * * * * * * **
, day of
NOTARY PUBLI
Sign:
Print:
My Commission Expir
* * * ** *243
entification and who did take an oath.
I,,
anudint' ('n 1,.'^
' * * * * * * * * * * **
* * * * * * * * * **
Plans Examiner
Engineer
Zoning
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) 6 G 4 Piton
State %�a41
Owner's Address
City
Name
Job Address (where the work is being done) / / / , , e / !' / ,, ?%'4 <-56e0—A‹
City Miami Shores Village County Miami -Dad Zip
Building Historically Designated YES NO
V i 4/. '' ) , ( /i) 6-
ConUactor'5,Address d) C' AV
City fi State
Contractor's Company Name
Qualifier ‘00,
State Certificate or Registration No. c C ��_73
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd &venue, Miami Shores, Florida 33138
Tel: (395)52 i : 305) 756.:972
Type of Work: EAddition
Describe Work: , ?er iC
4=4713 /I 71
a
Notary $ Training/Education Fee $
❑Alteration ❑New Repair/Replace., Demolition
hi s s e c. / ,,� /26
, e -' ✓ �' C dce) v .t
Scanning $ Radon $ Zoning
Code Enforcement $
Structural Plan Review. $
aster Permit No.
Zip ,...34
Phone #
Phone #
Certificate of Competency No.
Phone #
Square Footage Of`Work:
Permit No.
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $
7 fr a 0,21
CCF$
Technology Fee $
Bond $
e/eP 5°E
CO /CC
Roofin
77,57-59
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
NOT
Sig4.
Print:
Signatur
Owner or Agent
The foregoing instrument was acknowledged before me this
day of f , 200i Y , by
who is personally known to me
As ident
My Commission Expire
* * * * * * * * * * * * * * * * * **
Chc 05/13/03
APPLICATION APPROVED BY:
Contractor
The foregoing instrument was acknowledged before me this
day of G , 20cT , by
who is personally known to me or who produced
limala=Eth. as identi
. NOTARY P
Sign:
N e Print:
r 4 T - Y005
•
My Commission Expires: 5-6 / -
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 1/28/2005
Contractor WILSON, MIKE
Local Phone: 305 - 893 -1557
Parcel # 1132060133190
Signed: (INSPECTOR)
building Permit
Permit Number: BP2005 -87
Applicant: CATHERINE VERA RESEK
Owner: RESEK CATHERINE VERA
JOB ADDRESS: 161 NE 92 ST
Contractor's Address: 870 NE 122 ND ST.
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 22 & 23 BLK 23 OR 17671 -1067
Fees: Description Amount
FEE2005 -1216 Building Fee $250.00
FEE2005 -1224 CCF $1.20
FEE2005 -1225 Notary Fee $5.00
FEE2005 -1226 Training and Education Fee $0.40
FEE2005 -1234 Technology Fee $6.25
FEE2005 -1235 Scanning Fee $15.00
FEE2005 -1236 Submittal Fee ($50.00)
Total Fees: $227.85
Total Fees: $227.85
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 7/20/2005 Construction Value: $1,800.00
Work: REMOVE OF EXISTING GRAVEL ROOF. CHANGE ROTTEN WOOD, #75, TOP FINAL TOUCH DOWN RUBBER TO CODE.
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
one) are for the purpose of providing that the roofing system meets the wind resistance and water
in rusion 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
z i • code, should be addressed as part of the agreement between the owner and the contractor.
Le 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 16 (High Velocity Hurricane Zones) of the
a Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between
n • hboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
cont , tor and /or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
an 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 Florida Building Code .
the option of maintaining this appearance.
' Community Planning & Development Department
Owner's Notification for Roofing Permits issued under the Florida Building Code
Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
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 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.
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 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
untile 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
oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
n accordance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
'p rior 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 = ending the service life of
the roof.
Owner's /Agent's Signature
i9 e r
Contractor's Signature
A
1.. l r■ �p' � ., III (!� .1._i 1E Ell I H
.1._ T
J ,
1
.1__ ! L.-, • C —
1
Master Permit No.
Contractor's Name
Job Address 6/
High Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Infrmation)
Process No.
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof fZ,(Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
ftft .r`'_.�_l_�l_!..., .1 I _.C ri- - -_ , -i 11 i I r 1 ' -
1 _ I I . T i ... .. ■ 11 rT - I 4 i r
I p _ 1 l_ 1 r ri f ' Li
1 ` �'i' r 1J.1. . i f ICJ.' 1 i { • = -� ' ! ..' 1 rTE .L
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, clearly
identify dimensions of elevated pressure zones and location of parapets.
r , 1 _• I I 1 • l _ Ti�T �.1 L ' LI I i_: LL -:. ' `` ' • ILL
t ! i- i • 1 j 1__ I '_�
1Z '_�1..
• Cod. Edition 2002
linfrom+ Pow* AgOlk syon ions
Fill In Spec
and ldnwy►
Pr
System
aOA
DINO JAW
WA 0660
Insulation
flaw
S �
hia
Too
Top
Too
tom.
ears Shot
g1 .
Pry snes (s)
Ply Sheet f
Top
Top Ply Fa
A ssernbfy Contpcitants Fastener Spacing for AnciterMaas Sheet
lam* IIK)
S
i fiv
1 , j )
1'
flikt oc A Lao. d Roam 1 _ ° eg
PotitoolOr. ° oe • Lea of GC
number d fasteners
Board
Cock i ostrata Components k
Typo: Details se Applicable:
V8 Cane
Safik, ens C0401187• Fleshing
Casing, es.
Mao: Usen. Rod Helen Petanca Mink
Height er Seas Flashing, i
Warta Minos. F.s r Fidu
Spleag j of Suerrdt thtt
Mlit RA$ 111 and
► rVll', 'li ,i
�`. is
Iry 1r
r
4
01L/ L4/ 2000 10:10 .30D /010717
M1.91 A M MADE
IMIN
Btrit.fNC, CODE COMPLIANCE OFFICE (RCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA) %`-- _
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
NDe, , ur'r'LY e,U r MuL G1/14
MIAM 'DADE COUNTY, FLORIDA
MP_TRO• DADS FLAMER UUtLDTNG
149 WEST YLAGLER STREET, Sun 1693
MIAMI, FLORIDA ?3138 -1363
(305) 375 -2901 FAX (105)375-2903
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
. The documentation submitted has been reviewed by the BC:CO and accepted by the Building Code and Product
Revieue Committee to l;`:. 17cel ; rdllcr it :y 1lavu
Jurisdiction (AHD).
This NOA shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Ivtiatni Awe County) and /or the Al-CI (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 nai ufactuner will incur the expense of such testing and the AM may immnediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BOIL'S reserves the right
to revoke this acceptant:, if it is determined by Miami-Dade County Product Control Division that this product or
matcrird fails to rnce.t the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the !High Velocity f Turricanc
Zone of the. Florida Building Code.
D SCRIVrION: GAF Ruberoiri « Modified Bitumen Roof System for Wood Decks.
B..ABELING: Each unit shall bear ajermaneut label with tlx: manufacturer's name or logo, city, state and
following statement.: "Miami -Dade. County Product Control Approved ", unless otherwise noted herein.
REN>k \VAi, of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building emit 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, andior manufacture of Ole product or process. Misuse of this NOA as an endorsement of any
product, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure. to cc
with any section of this NOA shall be. cause for termination and removal of NUA.
ADVERTISEMENT: The NOA number preceded by the wotds Miami - Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, theta it shalt
bc done in its entirety.
INSPECTION: 'TION: A. copy of this entire NOA shall he provided to the user by the manufae:tiirer or its distriht.etor.s
and shall t',: evadable few inspection at the job sit.. at the request of the l {ttilding Official.
This NOA renews NUA J f and con,i;ts of pages 3 through 31.
The subtnittcd documentation was reviewed ley Fr ; :r1 Ztac u, ;I, RRC.
NO,S. No: (t? -0501 .!!Z
Expiration Date: 11 /DUN
3
Approval Datc:10 /23/113
Page 1 0132
Ulf "L4 /'Lbbb lb: lb
ROOFING SYSTEM APPROVAL
Category: Rooting
SBS!APP, Modified Bitumen
Wood
-75 psf
See General Limitation 41
Sub-Category:
Deck Type:
Maximum Design Pressure
!Fire C1assilleation:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED 13Y APPLICANT:
TABLE 1
Product i.)irrtersiuns
GAF Asphalt Co ;t,.rcte 5, 55 gallon.
Primer (Mltrix'm 307
Primer)
GAF Mineral Shield® 60 tb. Bags
Granules 100 Ib. bags
GAF WeatherCoat®
Emulsion (14atrix"
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Co :sting
(Ma.tri x' " System Pro
Aluminum Roof Coating
Pilfered 301)
GAF .�.tblack All Weather
Plastic Cenicnt (MatrixTm
Standard WcUDry Roof
Cement 704
)
GAFOL \S 'I75C1D
(iAFGI AS 480 I.Jltirr.a n.1
Buse Sheet
G:1F(GLAS Ilex Ply "' 6
(IAFU1.AS Ply ,' )
(IAF GLAS ®R4ineral
• Surfaced Cap Sheet
CiAPGLAS®
S'I'R ATA V FONT®
1.!iminat Perforated
dun/D1bn / y WL 5urrLY uu
5 gallons
1,5 gallons
1, 5 gallons
39.37 "(I meter)
Wide
3937" (I meter)
Wide
3%37" (1 meter)
39.37" (1 r+teter)
Wide
39.37" (i meter)
Wide
39.37' (I tnetni)
Wide,
Test
S
ASTM L)-1t
ASTM 19 1863
ASTM 1 227
ASI'M 19 2824
ASIMD 3019
ASFM D 3109
ASI';WT 4601
ASTM I)If01
AtiTM_ 1 ") 7178
ASTM D 21'78
A.S I M 1) 3909
ASTM D3672
ASTM I) ' ?97
Product
F)tiacripiion
i1shltal c& rtutete pruner used t.i promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed
asphalt, cold process cement or
etnulsion. GA}: Mineral.Shield®
Granules shall be used for flashing
.applications only.
Surface coating for smooth surfaced
roofs.
Fihcred aluminum coating.
Refined asphalt blended with a mineral
stabilizer and filxirs. Perrnils adhesion
to wet and dry surfaces.
Asphalt impregnated and coat;rl glass
mat base sheet.
Asphalt impregnated and coated,
fiberglass base sheet
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced on the
bottom side with tnineral granule.:
embedded in asphaltic coating with
l' tctory perforations.
NO, . No 03-0501. Al
Expiration Date: 11/06/01
A pprnval Dntc :10/23/03
Page 2 of 32
rwoc UL/ 14
b1/'L4/ 1bb5 lb: lb
Product'
GAi'•(.iLAS® flashing
( ;AFGLAS®
SI'P.ATAVENTO
Eliminator Perforated
Nailable
RUBEROID® SBS Heat -
Weld'ar Smooth
RUI3EROID® SAS Heat -
WeIdTM Granule
RUBEROID® SI3S J eat -
Weld''" 170 FR
RUI3EROi1)C9 S }3S Heat -
Wcir1T" PLUS
RUCIEROI.O® Si3S Heat-
Weld PLUS FR
RZ.1REROIT) Modified Base
Sheet
RUi3EROIE*) Modi Fed
Bitumen Adhesive
RUIiEERC)1D® SAS F h at-
woctr r 25
Rube.roid® Mop
Granule.
RUT3EttO11) MOP Smooth
RUi3EROI1) MOP PLUS
RUIIEROFU MOl' 17O P.
Rt;i3ERO1D MOP FR
RUG bI OIDTORCfl
Sna 'otlr
Jno /51135/i
Dimensions
various
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
39.37" (1 meter)
Wide
5 gallons
1 meter (39.37 ")
wide
39.37" (I meter)
Wide
1 sq. roll
87 Ors.
37.3T (1 tneici)
Wide
39.37" (1 meter)
Wide
39.37" (1 teeter)
Wide
39.3T' (1 meter)
Wide
Test
Specification
ASTM 1)3672
ASTM f7 4897
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D- 6164
ASTTM D -6164
ASTM D4601,
Type
Type G2 BUR
ASTM 1?3019
Type AI
ASTM D-6164
ASTM D 6222
AS'1M U 5147
:1. TM 1) 6298
ASTNI D 5147
ASTM 1) 6164
ATM 1) 51.47
ASTM D 6161
ASTM I) 5147
ASTM t) 6164
;VIM. n 5147
AS'i° 4 1'1 (222
AS'I'M f) 5117
r4bU S urrLr LU
Product
Description
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced an the
bottom side with mineral granule
embedded in asphaltic coating.
Non -Woven Polyester gnat coated with
polyrner- modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
wits rt'.inir :ll 'rttnvlcs.
Non- Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Non. - Woven Polyester that coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral grannies.
Premium glass fiber reinforced SAS -
modified base sheet
Fiber reinforced, rubberized Adhesive
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced..
Non -woven polyester mat coated with
1)01 y er modified asphalt and surfaced
with mineral granules.
Non-woven polyester mat corned with
polymer- modified asphalt and smooth
surfaced.
Non -woven polyester tnat coated tirith
polymer modified aspl::rlt. and surfaced
with mineral granules.
Non -Woven polyester mat coated with
fire retardant polymer modified asplutli,
and Stirfaccdw h Mint :Tat gyanuleS.
Not:- Woven polyester mat coated with
fire retardant potytner modified asphalt
and surfaced +with mineral granules.
H.c:rsy duty, polyester reinforced. astrh alt
n odi[led bitumen mambrane, smooth
sl niarx'..
NOA Vin: 1i3- 0S01.M2
Expiration Date: 11i06,
A ppmval late :I0 /23/ J3
i'm 3 or 2
friar= 14
t3A/ L4/ Lt3t3M 1U: lb
Product
RUREROID TORCH
Granule
R ubcroid 20
Rubcroid® 30
Rubcroid® 30 FR
RUIIFRO1T)t7
ULTi:ACLADC SaS
RI.TIDERO1D® Dnal FC'.
Vent Stacks (metal and
plastic)
Ji30/3115D
RUBEROID TORCH PLUS
RUBEROID TORCH FR
RUBEROID 1701-R
TORCH
GAF AluminumErtuliiult
GAF Aluminum Roof Paint
(Matrix TM System Pro
A.luanimmn Roof Coating
Fiberiii 302)
GAF Built -1 3p Rooting
Asphalt
RUB1 ROTD MOL) Asphalt,
Asphalt T _ R: Asphalt P
Shingle- MateT''
Undcrlayment .
Tile -Mate Modified Pase
Sheet
Dimensions
39.37" (1 meter)
\Vide
39.37' (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 niter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Widc
39.37" (1 meter)
Wide
5 gallons
5 gallons
100 lb. cartons,
bulk
60 lb. kegs
4 sq. roll
30 Ibs.
1.5 sq. roll
Test.
Specification
ASTM D 6222
ASTM 1) 514.7
ASTM I) 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5117
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTMD5147
ASTM D 6298
ASTM 0 5147
ASTM U 6163
ASTM D 5147
ASTM D 6164
ASTM D 5147
PA 100(A)
A STM D 1929
ASTM D 635
None
ASTM D2824,
Type. I
Abl: SIJrrLY LU rAtit U4/14
Product.
Description
Heavy duty, polyester reinforced, asphalt
modified bl n t:cat ntt :nliranc, L',ianlfl•:
surfar.::.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
c
bitumen 1:_`L'it111fAlil. i;i11tL' $ilr: =tCG.
SI3S modified asphalt base sheet
reinforce with a glass fiber tat_
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non woven fiberglass mat coated with
fire retardant, polymer modified asphalt
and surfaced with mineral granules.i
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
alwninum, copper or stainless steel foil.
Non -woven polyester and fiberglass inat
coated with file retardant, polymer-
modified asphalt and surfaced with
mineral granules.
One -way valve vent used to relieve built -
up pressure within the roof system.
GAF Vent Stacks arc available in metal
or plastic.
\Mineral bituminous pus emulsion
with reflective aluminum flakes
Non- fibered.Aluminum pigmented,
asphalt roof coating
ASTM 1) 3 i2, biterply moPpinc and . nrfacing asphalt.
Types 1, 11, 111
and TV
A.T7<{ r) 5147
Sti13S modified asphalt
Fiberglass reinforced shin;'le
underlavment
SOS modified asphalt has shtct and
- eitetply sheet if'ttlfnrii: with a glass fil�c.r
mat tile underlaaytnent.
Nf1A tin: 03- 05111_412
Etilirat ion 1)1te: 11!(16/08
ANA fate:10/23/03
Page 4 of 32
blr14 /'Lbbb 11:1: lb i1751:)ltit7r
' Pr nduct.
'Fite -Mate Modified Cap
Tile -Mate Modified Cap
Pius
TopCoat® Surface Seal S13
(Matrix 602 SB Coating)
GAF WeathcrCot
MB +(Matrix 715 MB
Coating)
TopCnat M11 +(Matrix 715
MB Coating)
\VcathcrCoter" (Matrix
531 WcatherCote®
Mastomcric Flashing
Grade)
Matrix Low VOC
Matrix 101 System Pro SBS
Adhesive
(RuberoidiA)MB) ,Matrix.
201 System Pro SUS
Flashing
(Ruberoid 'v1T1) Matrix..
102Select S13S Adhesive
(Ruhcroid5M 1) Matrix
202 Select SBS Flashing
Matrix 203 Standard Plastic
Cement
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold .Adhesive
Matrix303 Scldct Fibeted
Aluminum
Matrix 304 Mr.rt. Non -
Fibered
RUBERO11) Modified
Bitumen Adlunivc
!Dimensions
1 sq. roll
103 lbs.
1 sq. roll
102 lbs.
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM 1) 5147
ASTM D 5147
ASTM 1)3019
ASTM D3019
FibL SurrLy l..0 r-um GO/ 14
ASTM 1)3019
ASTM D4580
ASTM D=1556
ASTM D45S6
ASTM 1)3019
ASTM D 2524
ASTM ')2£24,
Type"(
ASTM D 3019
Type it
Product
Description
Non - woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile uoderlayrneut.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlaylnent.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coaling for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modificdd SE13S Asphalt
Adltcsi ve
Cold Applied Modified SEJ3S Asphalt.
Adhesive — Flashing Cirade.
Cold Applied Modified SE13S Asphalt
Adhesive.
Cold Applied Modified SEES Asphalt
Adhesive —Flashing Grade.
Standard Plastic Asphalt Roofing
Cement
Standard Plastic Asphalt Roofing
Cement Caulk Grade.
Cull Applied Asphalt. Adhesive_
Fibered aluminum coating.
Non- fibercd. Aluruinurn pil,mcntcd.
asphalt roof coating
Fiber reinforced, nrbburized Adhesive
NOA No; 03.058 9.02
t?xpirutitm ante: 11 r /O8
Approvxl Date:1N23/
Par. 54k f 32
Di/ L4/ Valab 110: lb Snbr7iLfbt
APPROilED INSULATIONS:
Product Name
GAFTEI4I.P Isotherm R, RA, RN &
Composite, FstergyGuard RA
GAF 1EMP® Composite A&N
(BMCA)GAFTEMP® Fiberboard
((AFTEMP® Pennalite
GAFTH:YI[' GAFCANTT`r
GAF-TEMP Pcrtnalitc Recover
Boats[
GAF TEMP GAI•EDGE' Tapered
Edge Strip
(B MCA) GAFTFMP® ITrgh
Density Fiberboard
It ,\[(',1 l a rgyGuard, RA
I3MCA Composite EnergyGuard,
RA
PYROX
White Line
AC'Fuam T. Il & Composite
ISO ?Si
1SO 93.1- : :ornpositc
Ef S
Wotxl Fiber
High t'o,;:nity Wood Fiberboard
PeliteJlJri- thane:Ccmposits
Pc rlitc Insulation
)pans Tkck
T:'itiRG`Y -. & H'ti`RG V -2 PJ..US•
Ultrt<;ard Gold
T.Am.F 2
HbL 51..M1- LY (.GU
Product Description
Polyisocyanuratc foam insulation
Polyisocyanurate foam insulation with
high density fiberboard orPerrnalite
pertitc insulation.
Fiberboard insulation.
Periitc insulation board.
Cut perlite board
1'erlite recover board
Tapered perlitc board
Fligh density wood fiberboard insulation.
Polyisocynuratc foam insulation
Polyisocynurateiw fiberboard
composite
Polyisoc}'anurate foam insulation
Poly isocyauurate foam insulation
I'OIyisoeyanuratc foam insulation
Fotyisocyanurat.c foam insulation
PoIvisacyarurttetperlite. ridged
insulation
Extruded polystyrene insulation
V \'cued fiber insulation board
Wood fiber insulation board
Perlite / urethane composite board
insulation
Pcrlite insulation board
\.'atcr resistant gypsutr, board
Pulyisocyanttrar.!: f(,ar::
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAP Materials Corp.
GA Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
fMCA
13NICA
Apache Products Co.
Apache Products Co.
Atlas Energy Prcxiu.:t9
Firestota. Building
Products, inc.
Firestone J3uitcf ins
Products, Inc.
Generic
Generic
Generic
Generic
generic
(3-1) Gypsum Corp.
Johns Manville
NOA Nn: 03.0501_.0'
Expiration flats: 11 /06/0S
Approval 1Datc:I0/23/03
I'*rye 6 of '32
h'HGt db/ 14
01/24/2005 10:16 3057518579
APPROVED INSULATIONS:
Product Name
FiberGlass Roof Insulation
ISORoc
Structodek
Multi -Max & FA
Maroc Base Board
Paroc Cap Board
APPROVE» FASTENERS:
Fastener
Number
1.
2.
3
4.
5.
6.
7.
8.
9.
10.
13.
Product
Name
GAFTITE® (Drill-Tec ®)
#12 Standard & 014 Heavy
Duty Roofing Fastener
GAFTITE® (Drill-T=0))
ASAP
GAFf11'ECl' (Drill -Tec ®)
Base Sltect Fastener and
Pi stte
Calvalume Plates (Drili-
Tect Metal)
Polypropylene. Plates
(Drill -Tcc® Plastic)
Dekfast Pastcncrs #)2, 1t1.4
& 015
I)ckfast }Ii. .Plate
Dekfast Lnck Plate
1112 Roofs ip Fasteners
Metal Plate
11. Geartrtk Plastic Plate
Cites fastFastener
ABC SUPPLY CO
TABLE 2
Product Description
Glass fiber /Mineral fiber insulation
Polyisocyauurate foam / rockwool
composite insulation
Wood fiber insulation board
Polyisocyanurate roof insulation
Rockwool insulation
TABLE 3
Product
Description
Insulation fastener for
steel, wood & concrete
decks.
Pre.- assembled GAFJTi E
Fasteners and nr:.ta1 and
plastic plates.
Base sheet fastening
assembly.
Round ga1valume stress
plates.
Round polypropylene
stress plates.
Insulation fastener for
wood, sirel and conCretd
decks
Galvalwne i:ex stress plate.
1'alypt opyle;ne locking
plate.
Insulation fastener for
wood and steel.
Galvatumc stress plate.
1'olypropylc:nc round plate
• Insulation fastettet
assembly with mccv;ett
plastic plAte..
ITintensions
3" and 3W
2 7/8" x
3
3 "x3:4"
3" round
3" square
3.2
Manufacturer
(With Current NOA}
Johns Manville
Johns Manville
M►sonite..
RMax, Inc.
Partek, Inc.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Corp.
and 3 1/2" OAF Materials Corp:
Construction Fastencrs
Inc
Construction Fasteners
Inc.
Construction Fasteners
Inr.
I`C'W I3uildex Corp.
ITW Buildcx Corp.
VFW 13uildcx Corp.
Ltltt!s 14i;)ttviile
NON, No: t13_n50t.02
Expiration Date: 1I/96 /08
A pprovat Date:10 /23/03
Pttge 7 o f 32
PAGE 07/14
• 01/24/2005 '10:16 3057518575
APPROVED FASTENERS:
Fastener
Number
Product
Name
13. Olympic Fastener it12 &
#i4
14. Olympic Fastener ASAP
15. Olympic Polypropylene
16. Olympic 0-2
17. Ol'n ' ic tand1r1
18. Insul-Fix . Fastener
19. Instil -Fix x S Plate
20. Insul -Fixx 1? Plate.
21. 'l'ri -Feast
22.. Tru -Fast Plates
23. Tnt -Fast Plates
EV r0 EN'CE SUPM RRTTF.D:
'Pest Agency
Facts» y Mutual Research Corp.
Factory Mutual Research Corp.
Trinity Engineering
PRI Asphalt Technologies, Inc.
IRT or S. Fl.
IRT ofS.Fi.
TABLE 3
Product
Description
Insulation fastener
Pre-assembled Insulation
fastener and plate
Polypropylene plastic plate
3.5" round galvalume
A755 steel plate
3" ;d,t;ad gaivaluritc '.Z:;0
steel plate
Insulation. fastener for steel
anti wood decks
3" round nalvalurne AZ50
steel plate
3" round polyethylene
stress plate
Insulation fastener for steel
and wood decks
3" round galvalurnc AZ55
steel plate
Polyethylene plastic plate
Test Identifier
Current Insulation
Attr,chtne nt Requirements
FMRC 4470 - PA 1 14
Wind Uplift PA 114
OAF-070-02-01
02-005
02 -014
AML; Surt L;u
Manuracturcr
Dimensions (With Current NOi)
Olympic Manufacturing
(.Loup, Inc.
Olympic Manufacturing
Group, Inc.
3.25" round Olympic Manufacturing
Group, Inc.
3.5" round Olympic Manufacturing
Group, Tue.
3" xotnul Olympic Ma.nul'acturin
Group, Inc.
SPS /Stadler
3" round
3" round
3" round
3" round
SFS /Stadler
SFSIStadllcr
Tru -mast Corp.
The Tru -Fast Corp.
The Tru -'Fast Corp.
Description DMA.
FMRC I996 01.01.95
3.I.1B9A8.AM 09.01.97
J.I.3D4Q2.AM 04,30.97
4483.04 97 -1 06.06.97
ASTM 1) 4977 02.01.02
TAS I I4 01.18.112
TAS 114 03.22.02
NO,t No: 03- 4)50t.02
1 xpiration Date: 11/06. /0
Approv;Il D:tte :10/23'/03
I'a2,c 8 01732
rAtat nb! 14
3i /24/2bbb lel:lb ,ibIblob /y
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood, Non- insulated
Deck Description: 19 / or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened to roof clerk.
All General and System Limitations shall apply.
Base sheet: GAFGLAS #3U Ultima Base Sficct, S'IRATAVENT(v Eliminator Perforated
Naifahle, Rt1UERO1D Modified IIasc: Sheet, RU BEROTIXO 20, RUCEROID SBS
Beat -We1dw Smooth or RUBFROID SBS Heat -Weld 25 base sheet mechanically
fastened to deck as described below;
Fastening GAPGLAS) Ply tr), GAFGLAS Flex t'lyrt.t 6, GAFGLAS 105 5 B:tse Sheet or any
Options: of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows I2"
o.':. in the field.
(Maximum Design Pressure —45 psf, See General limitation #
GAPGT.ASt) Ply 4.7, GAFGLAS Flex Ply TM 6, GAFGI..AS #75 lase Sheet or aay
of above Base sheets attached to deck with Drill-Th : (GAFTITE) t #12 or #14
Scrams and 3" Plates, 12" o.c. in 3 rows. One row is in the 2•' side lap. The other
rows are equally spaced approximatel ' ?" . • r ae field of the sheet.
(Maximum Design Press ,� ; See Gen al Limits.tivn #7)
C;ATL;LAS Flex P1ym 6" 3APG1..AS #75 Das ' heel or any of alcove Base. sheet
attached to deck. with app • - : r • - _ shank. nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
..A: #75 Base cet Cr . ; o a 4 2 s lei atiac tc to deck with
Drill =Fee (GAFT[Tt:) #12 or #14 Screws and 3" Mines, 12" o.c. in 4 rows. On
row is in the 2" side lap. The other rows arc equally spaced approximately 9" o.c:.
in tie; field of the sheet. (Maximum Design i'ressrlre - -ri J psf; See General
Limitation #7)
Any of above Base sheets attuclrcd to dt-ck approved :nor, :.rlar rind shank nails ;tncl
3" inverted Drill -Tcc (GA I TITI) insulation piate; at a f,tsicnrrspacing of 9" o.c:.
at elk 4" lap staggered in two rows 9" in the field. (,lluzirnurn Design Pre3srrrc
fit) psf, See General Limitation A`7)
GAFGLAS #75 Base Sheet or any of anov. Ila:c sitiects wraciicrl to deck with
i',rii.l -Tec (e :AFT1TE) 1112 or #14 Screws and 3" Plates 8•' o.e. in 4 ous. On
row is in the 2" side lap. The other rows arc equally sucked ctpi-rt.ainaatcly 9" cu.c.
in the field of tits slice.:. (Afarinr urn Design Pressure -•7.5 psf, See General
Limitation #7) •
Ply Sheet: 4 t,,)ntion411 Onc or more plies GA1•Ci1.AS PLY 40, GAFF LAS Flex Ply 6,
GAFGLAS #40. R1,1I3E1tO[D MOP S11'10°1 11 err RUBE.RO10 20 sheet adhered in a
full mopping of approved asphalt applied within the EV•1' ran . and at a rate of 20-
•10 lbs. /sq.
ABU bUt'r'L.Y UU -'PUt. t ! 14
N0A 11 `o: 03 -0511 J.02
I:xpiratinn »ate: 1 1/01i /OS
,l t;pricvat i)ate:10/2 1/0 3
Paige 2( tar .32
ABC SUPPLY CO
01/ 24/ 2005 10:16 3057518579
{ _...
Membrane: One or more plies u[ RIJBER011) MOP Snxso 1,1 uherord® Mop 170 FR,
Ruberoid® Mop Granule, Ruberoid® Mop Plus . note, Ruberoid® 20,
Ruberoid® 30 or R ubernid® 30 FR or Ruberoid® Mop
U1traClaclim SUS in adhered in a ftdl mopping of approval asphalt applied within
the EV'1' range and at a rate of 20 -40 lbs. /sq.
Or,
One o.r more plies of RUBEROID MOP Smooth, R1IBER0ID® Mop Granule.
RLBEROID® Mop 170 FR, RUBt?R011)® Mop Plus Granule, Ruberoid ® 20,
RUBEROID® 30, RUBERDID® 30 FR or RUt3EROlD® Mop FR or RUBEROID
UltraCladTM SBS in RUBEIt011D Modified Bitumen Adhesive at an application
rate of 1-2 gal/sq.
Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBFROTT) 20 is top
membrane) in Stall one of the following:
1. Gravel or stag applied at 400 lbisq. and 3(10 lb. /sq respectively in a flood coat
of approved asphalt at GO lbisq.
2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an
application rite of 25 1b. /sq. ± 15 %.
3. GAP WeathercoteC) M11+(Matriz 715 MB Coating), Applied at 1 to 1.5
gal.lsq.
4. Top Coat® Surface Seal SB(Matr..i:c 602 S13 Coating), Applied at 1 to 1.5
gal. /sq.
Maxununi Design
Pressure: See Vasiening Above
lay
l
NO.' No: 03.1'611 ,11:
1?sltir3tion ll,itc: 11/4
A pin Date:10/23)03
Page 27 of_ 32
PAGE 10/14
10l/ L4/40120 lt7:Lb .3115/1a5rJ
AbL 5urrt_Y UU
MVIcnibrane'i'ype: APP /SBS Heat Weld
Deck Type 1: Wood, Non- insulated
Deck Description: / or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet: GAFGLAS 480U1timaT' Base Sheet, STRATAVENT® Eliminator Perforated
Nailabk, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID® 20, RUBEROID SIRS Heat- We1dTm Smooth or RtIBEROID SIRS
heat -Weld 25 be sheet mechanically fastened ro deck as described below;
Fastening Options: GAI:GLAS J Ply 4®, GAFGLAS Flex Ply "' 6, GAFGLAS 475 Base Sheet or any
of above Hass sheets attached w deck with approved annular ring shank nails and
tilt caps at a fastener spacing of 9" o.c. at the lap sraggcred and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4®. GAFGLAS Flex PI 6, GAFGLAS 475 Base Sheet or
any of abuse BUG sheets attached to deck with Drill -Tec (GAFTITF) #12 or #14
Screws and 3" Plates, 12" o.e. in 3 rows. One row is in the 2" side lap. The
other rows are. equally spaced ap r+ o.c. in the field of thc sheet.
(Maximum Design Press .- ps , neral Limitation #7)
GAFGLAS Flex PlyT''a G:LFGLAS i€7513 a. Sheet or any of above Base sheets
attache rl to deck with. a g .shank nails and tin caps at a f.ostencr
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(blaxinrurn Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS 'V75 Base Two or any of above Base sheets attached to deck with
Drill -Tec (GAFTrrE) 412 or #14 Screws and 3" Plates, 12" oc. in 4 rows. One
row is in the 2" side. lap. The other rows are equally spaced approximately 9"
o.c. in the field of the street.
Maximum (.Design Pressure —60 psf, Sec General Limitation #7)
Any of above 13asc sheets attached to dock aPprovcd annular ring shank nails and
3" inverted Drill-Tee (GAFTIT17) insulation plates at a fastener spacing of 9" o.c.
at the 4" lap strggcn:d in two rows 9" in the rtc[d.
(Maximum L.)esign Prevsnre --60 psf, .See General .Lim i tat ion #'7)
GAFGLAS #75 Base: Sheet or any of above Base sheets attached to deck with
Drill= rec (GAFTITE) #12 or 414 Screws and 3" Plates, 8" o.c. it 4 rows. One
rote i5 in thc 2" Kids lap. Tire other rows arc. equally spaced approximately 9"
o.c. in tits field of The sheet.
(Maximum. Design Pre' srrre —7,5 p.cf, See General Limitation 1/7)
Ply Sheet: c.rcept over RUBEROID Modified Base Sheet, RU13EROIL) MOP
Smooth, RUI1E1 :Oli)® 20, Ri..iI3EROIT) Slt.S Heat-Weld r" Smooth or
RUBEROID SBS Heat-Wield) On e or more plies GAFGLAS I'LY 40,
,
GA.FGLAS■b PLY 6® Ply or GAFGLAS Flex 1'ly 6 sheet adhered in a full
mopping of approved 1 pp of n
J a� �ttalt applied within the L� � f range a nd at a r�tc v� �( }_40
IhsJsy, or Rul eroid Torch Sr. :ouch torch :applied acc' to manufacturer's
application instructions.
NOA Nu: 03.0501.03
Expiration Dote: tc: 171706f0R
Apprns :at Date:l0 /23/03
['Age 28 01 32
PAGE 11 /14
01/24/2005 10:16 3057518579
Membrane:
Surfacing:
Maximum Design
Pressure: See Fastening Above
ABC SUPPLY CO rHUt 1'U 14
42r,i1
One pl of Ruberoid® Torch Smooth, Ru id® Torch Granule, Ruberoid®
Torch Plus t-r orc FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of RUBEROID® SBS Heat- Weld'' PLUS. Rl BEROID®
SBS Heat- Weldrm PLUS FR, RUBEROID® SIBS Heat- WeldT'q 170 FR,
RUBEROID® SBS Heat- WeldT*',RUBEROIB® SBS Heat- We1dT'r Smooth,
RUBEROID® LltraCiadTm SBS and RUBEROID® SBS Heat- WeldTM 25 applied
according to manufacturer's application instructions.
(Optional) Install one of the following:
1. Gravel or slag applied at 4001blsq- and 300 Ibisq. respectively in a flood coat
n2. i—
approved aspbalt at 60 lb. /sq.
AF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF
eatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only)
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5
gal. /sq.
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
gal. /sq.
NOA No: 03- 05011.02
Expiration Data: 11/06/08
Approval Data:10/23/03
Page 29 of/ 32
,1' Q1/24/2006 10:16 3057518579
Alit; 5Ui't'LY t;U rAUt 1J/14
Wooed DECK SYS'1'k:M L IMTfATIONS:
1 A Slap sheet is required with Ply 4 and Flex 1'1y' 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum V4" Dens Deck or' Type X gypsum board is acceptable. to be installed directly over die'
wood deck.
GENERA1. LIMITATIONS:
1. Fire classification. is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be instilled in multiple layers. The first layer shall he: attached in compliance with
Product Comm} Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20.0 Ibslsq.. or mechanically
attached using the fasterrir ' pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in 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 closed cell
fosttn insulations when the base sheet is fully mopped- If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
rnopped S" 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 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
he at a minimum rate of 12 lbs. /sq. Note: Spot attached system shall be limited to a muecirnunn
ttesign pressure or - 45 psf•
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 Ihf., as tested in compliance with Testing Application, Standard TAS 105. If the fastener value,
as fold- tested, are below 2'75 /hi. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that requir ::d, as detertnined by the
Building Official, a revised fastener spacing, prepared, signed and sealer) by a Florida Registered
Fnginecr. 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 RCS t 17.
7. Perimeter and. corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet its calculated in
compliance with Roofing Application Standard R.AS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sicinl; of perimeter nailers, rectal profile, and /or flashing termination designs
shall conform with Roofing Application Standant RAS 11I and applicable wind load rCrlui rr..nlents .
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
Field, perimeters, and corners). Neither rational analysis,nor extrapolation sit :ill be permitted for
enhanced fastening at enhanced pressure zones (i.e. perime ors, extended corners and corners).
(I' hen this limitation is specifically referred within this NOA, General Limitation, /11 will not
be applicable.)
Ill. All products listed he; in shall have a quality assurance audit in accordance the Florida
Building Coda and Rote 9B-72 of the Florida Administrative t: :ode.
END OF '111.1S ACCEI'`I'.\NCE
NO.% ;do: 6 501.92
.r.svirhtinrn 1.1 /06 /it$
Approval Date:D /23/03
Page 32 or 32
70 x-'
vi
e1/24/2065 10:16 3057518579
ROOf SYSTEMS (TG FU)— Corrtirruerf
Base Sheet (Optional): One ar more layers Type G1. G2 or G3.
Membrane: One or mire levers of •'Ruh2rmd Tor :1i' (snro+;th or granule),
" Ruberoid Torch Plus" (granule), " Ruberoit Mop' (gromete) or "Ruberoid
Mop Plus" (uranulr).
Coating: Kauiik No. 97, 1 -1/2 - 3 gat /sq.
4. Deck: (.15/32 Incline: 1/2
Insulation: One er more layers Wile, glass fiber, iser.yrt runt . urethane.
polite /isuc rrurar.e c..rri iite, penile /urethane canpesite, phonetic.
1.1/2 in. min th-ickeess (nliset from plywood feints fi in.).
Base Sheet: One or mere layers of 1 ' ;pe C,2 cr u3.
Ply Sheet (Optional): One or niore Inver, of 1•..e el.
Membrane: Oro: or ,Here layers el "(uberc.id T'itch" (smooth rr granule),
"Rut ;eroid Torch Plus" (nr enrrle), "Ruberuiri Mep' (smooth or granule) or
"Ruberoid Mrp Plus" (cpaetrie).
Surfacing: Kar No. 91. 1 -1/2 - 3 at /sq.
5. Deck: NC Incline: 1/2
Base Sheet (Optional): Ore or more tamers of Fame GL 62 or G3.
Membrane: 0te or more Dyers of "Ruberoid Tr:rrh" (smooth or granule).
"Ruberoid Torch Ptas" (eremite).
Surfacing (Optional): Kar:r.ik "fro. er or "159" et 1 gal /sq or Grundy
ind. "20 F Emulsion' at 3 •gal /sq.
6. Deck: C -15/32 Incline: 1/2
Insulation: One or mare layers polite, glass filler, 3/4 in. min,
isocyanurate, urethane. pertite /isocyanurate t.umfaosite, perl.ite /urethane
composite, ;thematic. 1 -1/2 in. min.
Base Sheet (Optional): One or more layers of Type 61, 62 or 63.
Membrane: One or mete layer; of "Ruberoid Torrlt" (Smooth or granule),
"Ruberoid Torch Plus" (grantee), "Ruberoid Mop" (smooth ar granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Gravel.
Deck: C -15/32 Incline: 1/2
Insulation (Optional): One nr more layers partite, mond fiber, glass
fiber. isncyanurate, urethane, pertite / isocyanurate cerr..posite, partite/
urethane composite. wood fiber /isocyanurate composite, phenuhc.
Base Sheet: Two or more layers of Type 62 or 63.
Ply Sheet (Optional): One or more layers of Type G1.
Membrane: One or more layer' of "Ruberoid Torch" (smoot) ar granule).
"Ruberoid Torch Phis" (;ranu!e), "Ruberoid Mop" ( smmoth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97. 1-1/2 - 3 gat /sq or gravel.
8: Deck: NC incline: 1/2
Insulation: One or mere layers pertite. glass fiber, 3/4 in. min,
isocyanurate. urethane, 3 :. rlite /isocyanurate composite, pertite. /uret.hane
composite, phenolic. 1.1/2 ie. min.
Base Sheet (Optional): One or more layers of Type 61. 62 or G3.
Membrane: One or more layers of "Ruberoid Torcli' (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mnp' (smooth or granule) or
•• "Ruberoid Mop Plus" (granule).
. Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.
9.' Deck: C•15/32 Incline: 1/2
Insulation (Optional): One or more layers pertite, glass fiber, 3/4 in.
min, isocyanurate, urethane. pertite / isocyanarate composite, polite/
urethane composite. phenolic. 1 -1/2 in. min.
Base Sheet: One or urure layers of Type 62 " GAFGLAS a'15 Base Sheet ",
hot mopped or mechanically fastened in piece.
Ply Sheet: (Ir.e ur mere layers of Type G 1 "GAfGI.AS Ply 4 ", hot mopped
in place.
Membrane: "Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fthnied Aluminum Coating at a -1/2 gal /sq ar
GAF Weather Coat Emulsion at 3 dal /sq.
10. Deck- C -1S,?2 recline: 1/9
Insulation (Optional): One or muse layers polite. glass tiber, 3/4 in.
min, isocyanurate, urethane, pertite /isocyanurate composite, pertite/
urethane composite, phenetic, 1 -1/2 in. rnin.
' Base Sheet: One or mare Layers of Type G2 "GAFGLAS 1175 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS
Ply 6" hot mopped in place.
Membrane: "Ruberoid torch FR' (granule).
Surfacing (Optional): GAF Fibered Aluminum Coiling at 1 -1/2 gal /sq or
GAF Weather Coat Emulsion at 3 ref /sq.
u 11. Deck C -15/32 Incline: 1/2
'; _1 ; Insulation: tsucyarnlrale. 2 in. min., mein! fiber, polite nr glass fiber,
any thickness, lint reoppee, Of rn,:charri•eally fastened in piece. 3oints
_ offset G in.
Base Sheet: One er more layers of Type G2 "GAFGLAS 1175 Base Sheet ",
• , . hot mopped or ulecha,rir•.rlly fastened in place.
. -k.5 . ; Pty Sheet (Optional): One or more layers of type 61 "GAFel AS Ply 4" or
"° "Pty 6" hot propped in plane.
ie Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coaling at 1 -1/2 gal /sq or
- I . Weather Coat Emulsion at 3 gal /sq.
ROOF COVERING MATERIALS (TEVT)
ABC SUPPLY CO PAGE: 14/14
ROOFING SYSTEMS (TG FU) — Confirured
12. Deck: C•15/32 Incline: 1/2
Insulation (Optional): 1setamo.uritl e, polite or glass fibe..r. any thicknes.
het mopped or mecharric.,!;y faserred rn place. Jeints offset 6 in.
Base Sheet: One or more tapes of Type 62 "GAF;1AS 325 Base Sheet",
hot mopped or nrechani,:ally fastened in place.
Ply Sheet: One or mum l.;yeis of Type Gl "G-A((LAS Pty 4` er "Ply 6 ", hot
mopped in plane.
Membrane: "R : ;h,ercid 1 FM (vanilla).
• Surfacing (Optional): (AF Teemed Aluminum Coating at 1-1/2 gal /' "q or
GAF Weather Coat Er :ra!,i•ne el 3 gal /so.
13. Deck: NC incline: 1,'2
Insulation (Optional): icco;-'rltuate. wood filter board. polite, elms; fiber. any ttrickims, teat ;:iigemi or mechanicelly fmicned in I:la'c.
Saints offset 6 in.
Base Sheet: Otte ar mare layers of Type G2 "CAMAS 4/5 (Luse Sheet ",
hot cropped in plea.
Ply Sheet (Optional): One ir mare layers of I :pe G1 "GAFG1 AS P15 4" cr
"Pty 6" hat mopped in piece.
Membrane: " Rubemid Teich !t;'. (gnnufe).
Surfacing (Optional): '6,if Fite ed A;u;ninr :m Cereink' at 14/2 rgaf /q
or GAF Weather Cent Emulsion at 3 gal /sq.
14. Deck: NC Incline: 1/2
Insulation (Optional): T•.ncyanurale. wood tibia beard, pole e, glass
fiber, any thickres <.. hot mopped er mechanically fastened in place.
Joints offset. 6 in.
Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot
mopped in place.
Ply Sheet (Optional): One cr more layers of "6AF GI AS Ply 4" or "Ply 6"
hot mopped in place.
Membrane: " Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /iq nr
GAF Fibered Aluminum: Cear,ing at 1.1/2 gal /sq.
15. Deck: C -15/32 Incline: 1/.
a Insulation (Optional): Penile, fiber gyros. isocyanurate, urreMne, polite/
isocyanurate composite or phenolic.
Base Sheet: One or more layers type 62 or G3 time sheet, hot mopped
ix or mechanically fastened.
Ply Sheet (Optional): One or more tamers Type GI, hot propped in place.
Membrane: "Ruberoid Mop FR" Or "Ruberoid Mop 170 FR" (granule).
Deck: C -15/32 incline: 1/2
Insulation (Optional): Polite, fiber glass, isocyanurate, urethane, polite/
isocyanurate composite or p herruUc, offset 6 ire from joints.
Base Sheet: One or more layers of Type G-2 or G -3 base sheet. hot
mopped or mechanically fastened.
Ply Sheet (Optional): One or more layers r•.f type 6-1, het mopped in
place.
Membrane: One layer of 'Ruberoid retch" Or "R ,beroid Mop" (smooth).
Membrane: One layer of " Ruberoid Torch fR" m ' Ruberoid Mop tar
- (granule)
17: Deck: NC Incline: 1
- • Insulation (Optional): pertite, fiber glass, wood filter, isocyanurate,
urethane, perlitc / isocyanurate composite or phenolic.
Base Sheet: One or more layers Type 6e or 63 base sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): Om: or more layers Type Gi. hot nit iped in place.
Membrane: One layer of "Ruberoid Mop FR" ar "Ruberoid Mop 170 FR"
(granule).
18. Deck: NC Incline: 1/2
Insulation (Optional): Penile, fiber glass, wood fiber, isocyanurate,
urethane. pertite/isocyanrrrate composite or phenolic.
Base Street (Optional): Ur,e or mote layers 01 1 ji t 6 -2 01 C - base
sheet, hat mopped or ;mechanically fastened.
Pty Street (Optional): One or mare layer; of Type G -1, hot mopped in
place.
Membrane: One layer of "Ruberoid Torch" (smooth), "Ruhereid Mop'
(smooth).
Membrane: One layer of "P.ube'oid Torch FR ", "Rebored Map FR" ur
"Ruberoid Mop 170 IR." (lranute).
19. Deck: NC Incline: 172
Insulation (Optional): t }nr er more taycu of rerlit". glass fiber,
isocyanuratn. ure1! '. . polite /ism• •/: 00rat ear n( or phenolic- any
thickness.
Rase Sheet: tele re mere pl;r:; , ;1 or (,:', hot mo pped or adhered with
Karnak Chem' , al Co. "Nn. 3r' nr :,rhson-floman 'No. 6160" cold applied
adlr•".i,e at " -172 gal /sq.
fter:rbrane: One pryer of "Ruheroill nee FR" or "Ruhcroid Mop 1)0 FR"
lgrairulee, hot mopped or adhered with Karnak Chemical. Co. "No. A1" or
Gibson-Roman "No. 6150' cold applied adhesive at. 1 -1/2 gal /sq.
20. Deck: C -11/32 Incline: 1/4
Insulation: Palyisocyamnate, any thickness.
Base Sheet: "GAFGLAS 11 /5° (Type G2), meclrarviratly attached.
LOOK FOR MARK ON PRODUCT
ROOF COVtRING MATERIALS (TEV;) 135
—1
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the
State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
Owner's Name and Address
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot 07c 1 Block
Street and Number where work is to be done
To be constructed of
STATE OF FLORIDA
COUNTY OF DADE.
J SS.
c 996L
APPLICATION FOR JILDING PERMIT
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Date 19
64.iiit4t4 c p •L ' G I NL No.� Street
Subdivision
State woVord and purpo of building Illy floors), state ex
Date ' /
Remarks (Signed)
ew Building Remodeling Add't'
Estimated Total cost of improvements S j U "J • L ! f Amount of Permit S 311 . 0
Zone cubage required
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to
Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared
Read. Sworn to and Subscribed before me.
Notary Public. State of Florida
Plan Cubage
Permit No.
Disapproved
(Signed)
Building Inspector My Commission Expires
3c.oV
i 11l A-619/01k.
and for no other purpose.
e ng a aon ttepatrs tio. of �w es ale
00 f Kind of foundation Roof Covering 11 b
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's
Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof. and will require similar
compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection
on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed
under this permit, as are licensed by Miami Shores Village.
to me well known.
and who. being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction. that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true.
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved late Disapproved Date
NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board.
A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and'or workmanship.
0
RECEIVED FROM
ADDRESS -
FOR
AMT. OF
ACCOUNT
AMT. PAID
BALANCE
DUE
1 ■
(
•
CI-tECK
MONEY
ORDER
DATE • r ,
19 / mo. 8 4 5 a
, •,
/1 , I 0
: . ,
I -
.- -- - DOLLARS $
------ __ _ ..
," /'
BY
peared
Disapproved
(Signed) ...
Building Inspector
AMiU SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT.
APPILDCATODNl FO UlDLDONG PI R(ailUT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
//?? Date... . /it .... — _...._._._...._.... , 192./
Owners Name and Address .. .....65.; e.c?E►.. :5a ... _ No, g Strest 9,0 ...
Registered Architect and /or Engineer _.
Name and address of licensed contractor ..... .,4.r./? _- •• 0..0..F..2 K.F s32..?... ..s2 . ,t;r3 � lY 1.4.,s!. ,A
Location and legal description of lot to be built on:
Lot..a °1,3' Biock....v2.3 Subdivision
Street and Number where work is to be done
State work to be done and purpose of building (by floors) ll
Fi. - .'lC e F fi4.6�. _ 2�.A..v.. ,h . _.a' 6.rd F
and for no other purpose.
New Building Remodeling Addition Repairs ` No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $...r2 ode e' Amount of Permit $.
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No.._ Date Re d, Sworn to and Subscribed before me.
Notary Public, State of Florida
y Commission Expires
PLANNING BbARD DATE
Chairman Member
\lcrr,ber Member
Member ...... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning hoard.
A re-inspection fee of $1.00 will be charged when ouch re- inspection is made necessary by improper notice for inspection ea faulty
materials and/or workmanship.
Application is hereby unnde for the approval of the detailed statement of the plans and specifications herewith submitted for the build -.
in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address Mr...... _._ _ No Street_._
Registered Architect and /or Engineer , ..... -.,. ,,,,•,- ,.,,,,,,e.,
Name and address of licensed contactor All County J Roofing 2032 N . _9 5 Street
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done .161.-- 11.1_....92- .StLeDt
State work to be done and purpose of building f by floors)
Re -roe 4sq. of gravel roofing
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering gravel .............._..�
Estimated Total cost of improvements $ 650 . 00 Amount of Permit S.. 15 . V d
Zone cubage required .Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer •
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, .
and has counplicd with the provisions thereof, and will require similar compliance from all contractors or'sub- contractors employed by hini
in the work to be performed under this permit; and will post or cause to be posted for ins tion on the,site. the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such actors, on wo o be performed under this
pennit,•as are licensed by Miami Shores Village.
Remarks (Signed) ...1.24/1/40
STATE OF FLORIDA,
COUNTY OF DADE. j SS.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, an that he did sign the same, and that all facts
therein by him stated are true.
Permit No -43A i Date '_I.. \,3 Read, S o :nd Subscribed be r e.
Disapproved o Date / �
Notary Public, State of Florida
(Signed) ` . NOTARY MIC 7 1.1 AT! Dr rtCV tns AT LAR
uilding Inspector My Commission Expires .fit pngS.f0_.f_ . - -it ty
PLANNING BOARD DATE �S fD THEW CENEML iNS. uNDEIVidiitgS
Chairman Member
Mfcrr,bcr Member
Member ...... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
March 10 80
to me well known,