567 NE 96 StMIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date ° � ®Z Time
Name
Address
Company
Phone #
For Inspector:
Approved
Correction
Re- Insp'n Fee
Type Insp'n 1,; i
Permit No. 3P ,2470 2
w,
S67 /V q
7g 6` Df13g
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Type Insp'
Permit No.
Name A C\
Address 5
Company
Re- Insp'n Fee ❑
qa495r
0-1
Phone # 1P6- 0 43
For Inspector: 9 1 :7/b Name : ate
Approved
Correction ❑
X 00 ??_=c
•c.f l�vLt:� C ��•L.�-
Date
Type Insp'i
Permit No.
Name
Addres
Compan
Phone #
For Inspe
Correct'
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
r(1'
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
Type Insp'
Permit No. ,r )T
Name 7E3A;l )C(
Address
- 7 a ;
//
Company,
Phone # /
For Inspector: ✓� ' { Name & Date
Xe
Correction
❑
Re- Insp'n Fee ❑
•
Time
r�
,� �
6'1'7 c
Date_
— Type Insp'n
Permit No.
Name
Address 15
Company
Phone #
For Inspector:
Approved 1 f
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Time
P - d-0 0 13
S'
Date
Type Insp'n
Permit No.
Name
Address
Company
Phone #
For Inspector:
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Re- Insp'n Fee
o
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Buildin Inspection Request
Date Dd -Time
Type Insp'n
Permit No.
Name >�
Address
Company
Phone #
For Inspector: 10V [ / "1 Namte
Approved
Correction
Re- Insp'n Fee
Date
Type Insp'n
/`Al
Permit No
i Name
Address ,
Company
Phone #
Correction
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Time
/ / :2'` / / /
For Inspector:
❑
Re- Insp'n Fee ❑
( 0
Compan
n
63 i _'
Name'&., Date
MIAMI SHORES VILLAG
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Datd f
' ;(2/ l) Time
Type:Insp'n +':c f
Permit No. ) i C '
Name I r^'y
_ Address — )1 r D r i _k v .
Phone #
For Inspector /
Approved
Correction ❑
Re- Insp'n Fee ❑
•
Date
C 7 3
67 k ' s�i'6tr✓1 / 5 ht. V 5
Legal Description 1 � � � ? 1 Sr c. � Historically Designated: Yes No
Owner /Lessee/Tenet 1 Jf p,) 6, tgyr /
Owner's Address Jc7 NE 16 Cr
Contractin Co. !� r� �I U� ,tvi J51j d5r �� C
Qualifier eI
`�/� L. ' I w-e i &k
Q vl
State # lJ -i g s 1
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Square Ft. CQOO
Sign f 2tire Il of owner an
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
10050 N.E.!2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305 -756 -8972
it ,,,,,1_40;
r'
(� t ip 62 5 �� Job Address � ' 7 f
o ' Condo P er sicTen
Municipal #
SS#
Tax Folio
Competency #
Master Permit #
Phone 3 79 6 Ca
Address 'ND W 4 7L
Phone q JL - 77 Z` 5.q S--
Permit Type (circle one): BUILD ELECTRICAL f PLUMBING MECHANICAL ROOFING
1012_
WORK DESCRIPTION: G-t - 1 - i 1e 7 !/vkiQG re , NI \K c 4- 1 S.>
OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accur
regulating construction and zoning. Furthermore, I authorize the above n
Notary as to Owner and/or Condo President
My Commission Expires
FEES: PERMIT RADON
APPROVED:
Zoning
Mechanical
Date
Date
Estimated Cost (value) I WO 6C7
6 P 2c -Q
Ins. Co.
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOL INTEND TO OBTAIN FINANCIING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
C. C.F/ 2' 2- NOTARY
.‘; ,/ L-�
Building Electrical
that all work will be done in compliance with all applicable laws
tor to do the + stated.
y
— .'Y'
1 0) e lS) 6
ignature of Contractor or Owner Builder Date
j �
Notary s to Contractor or Owner Builder
My Commission Expires ' Zb O'z,
BOND `• /�
TOTAL DUE
Plumbing Structural Engineer
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date L_.,- Time
Type Insp'n k- CZ_ .L.,c -,,\,_,)
Permit No. F. 3- ` '-- °C : ' 8 0
Name i /2_ 1 1
Address ® 1 P I 5 7
Company 13 Cd� -� (
Phone # J 7 fix• _`.) ° C ' /i _ ,
For Inspector:.. a Name & Dat
PPS r ` =�
Correction ❑
Re- Insp'n Fee ❑
7 c3
Where to Obtain Information
Description
Symbol
P, or P2 or P3
Where To Find
RAS 127 Table 1 or by an engineering analysis
prepared by PE based on ASCE 7
Design Pressure
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
X
NOA
Restoring Moment due to Gravity
M.
NOA
Attachment Resistance
Mf
NOA
Required Moment Resistance
M
Calculated
Minimum Attachment Resistance
F'
NOA
Required Uplift Resistance
F
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
I= length w =width
NOA
All calculations must be submitted to the Buildin • Official
at the time of permit application.
M Required Moment Resistance'
15'
20'
25'
30'
40'
Mean Root Height ►
Roof Slope
2:12
34.4
36.5
_
38.2
-
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
_
29.4
_
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment Based Tile Systems, choose either Method 1 or 2. Compare the values for M with the values
Mf. If the Mf values are greater than or equal to the M values for each area of the roof, then the tile attachment
method is acceptable.
(P,: xI:
(P x I:
(P
x I:
xa. 0 ,6 2 .
xX . 25
xX.ZS
Method 1 "Moment Based Tile Calculations Per RAS 127"
= ► I ,11 5) Mg:
= 25n3s1) - Mg:
= 253 -Mg:
= M
= M
=M
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below
'7 ( / ! NOA M 3517
NOA Mf
(J 7 NOA M czar-
'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. Compare 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"
= x w:= ) W:
= x w:= . ) - W:
= x w:= ) W:
xcos8: =Fr,:
x cos 0: = Fr2:
x cos 0:
= Fr
NOA M
NOA F'
NOA F'
NOA F'
Roof 03/25/02
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Low Slop Roof Area (SF)
--- Floirida Buiiding.Code Edition.2002 -- --.-
High Veloc�t Hurricane Zone Uniform Permit Application
Section A (General
ermit N 6 /
Contractor's Name:
Job Address: _ 5 7 NI Es, — 7 - re
�m4 , � . -� a , .� � ROOF T
:Cg ��
V o d o�1e.01.. � 1 "YF�► t 5 �',ii.�s «.0 "a 9,9fi i ,+� i'f a
0 Low'Slope -Mechanicall Fastened Tile Mortar /Adhesive Set Tile
Asphaltic ® Metal PaneUShingles Wood Shingles /Shakes
- Shingles ..
® Prescriptive BUR -RAS 150
•
ROOF 'TYPE
New Re- Roofing • Recovering Repair J Maintenance
c:'.I' . , . .
ROOF-SYSTEM INFORMATION,
Steep Sloped Roof Area (SF)
Total (SF)
Section B ?'(Roof Plan) ; : �, ° °'
Sketch.Roof Plane Illustrate all levels and sections, roof drains, scuppers, overflow
- scuppers - and overflow drains Include dimensions of sections and levels, clearly
identl dimensions of elevated pressure zones and location of parapets.
Roof 02/25/02
Dat
Type Insp'n
Compan
MIAMI SHORES VILLAGE"
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
ame & Date
Permit
Name .
Address
Time
Phone #
For Inspector
Approved
Correction ❑
Re- Insp'n Fee ❑
�r51�y,�k
` °'`� l . "`Florida Building Code Edition X20.02
High Velocity Zone Uniform Permit Application Form
• Section D (Steep Sloped Roof System)
NOTE:, Items 3 & 4 are not required - for shingles with NOA
Roof System Manufacturer. ENT E6 C� ( •. ' ' -
Notice of Acceptance Number.
3. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations- Method 1):
_ Pmax1: i h, (o Pmax2: ^ 1 DU `9 Pmax3: NO 6 or M From Sec. E, Method 2 :
.S :er „ 7::*t.;t7;r, ;: fraVV17:tii:
4..— Maximurn Do IgnYressure
(From the. NOA Specific System):.
•
i
Method 'of Tile . Attachment:
'per', .1
.4'6 ' s, -- Steep' Sloped Roof System Description
• ,1,16j..,-;:.1 3: +' t: r. °fi' ,2. °.'4:14::ntit
i.. Deck Type:
- . Roof Slope:
' J
i
Ridge Ventilation ?:
61� - r o All /60
Type
Undlerlayment:
1 /
Insulation:
/ h9 ' it il a • •..� ..
Fire Barrier
Fastener Type
& Spacing:
Adhesive Type:I 'A5T7Vi
Type Cap Sheet:
R • • overing: C
Type & Size
Drip Edge:
•
S/4 VW)? o.c.G (AP tt \\
1 141 4R.5 6144'1 S G: f i”
SO CAL
1)
Roof 03/25/02
OCT - - -2002 11:40
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Eutegra Roof Tile Corpnration
1201 N.W. 18 Street
Pompano Beach ,FT, 33469
ROOF TILE
The expense of such ;:sting will be incurred by the manufacturer.
ACCEPTANCE: NO.: 01- 0417.08
EXPIRES: t)6/0/ OU6
APPROVED: 06/07 2004
V. ipletra\no Ice accept c me- page.dot
Internet trait addre45: paytwaster (g.ouildingcodeonline.corn
561 221 96% P.02/05
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAOLER P UILDf .G
BUILDING CODS COMPLIANCL utr •ICk
METRO -DADE FLACLER 1tU1L Y,.C3
140 WEST FLAOLER STREET, S t Irr E 60_
MIAMI, FLORIDA 3. 130 - , 563
(305) 373 -2901 FAX (305 17S -2908
CONTRACTOR LICENSING -EC ION
(305) 375.2527 PAS (305 f 75.25.58
CONTRACTOR ENFORCEMENT DI VISION
(305) 375 -2966 FAX (305, 375.2908
PRODUCT CONTROL Di VISION
(305) 375-2902 FAX (305) 3 '2.6339
Your application for Notice of Acceptance (NOA) of
Valencia Spanish "S" Concrete
under Chapter 8 of the Code of t-fiarni -Dade County govemiog the use of Alternate Materials and Types of
Construction, and completely devribed herein, has been recommended for acceptance by the Miami -Dade
County Building Code Cornplianc.. Office (BCCO) under the conditions specified herein.
This NOA shall .tot be valid after thh expiration date stated below. BCCO reserves the right to secure this
product or mater al at any time from a jobsite or manufacturer's plant for quality control testing. if this
product or mater d fails to perform iii the approved manner, BCCO may revoke, modify, or suspend the
use of such produ.:t or material inunediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to rnect the requirements of the South Florida
Building Code.
7 2 / 7 1-1 -6 - 0
Raul Rodriguez
Chief Product Control Division
IS TIIE covErolgu, SEE ADDITIONAL ROR SPI €CIF1C AND GENERAL,
CONDITIONS
1L,DINr c'ODE ROD f C E
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set
forth above,
:4—ilorAtak
Francisco J. Quintana, K.A.
Director
Ivlialni -Dade County
Building Coda Compliance Office
Hotnepage: http : / /www.buildingcodeonlinc.com
OCT-22-2002 11 :41
ENTEGRA 1,OOF TiL CQAPORATION ACCEPTANCE No.: - 01- 0417.03
Category:
Sub-Ca tefory:
Material:
2. PRODUCT DESCRWTION
Mauufactur
Aaplica
Valencia Spanish "S"
Trim Pieces
SCOPE
This revises a roofing system use. g Entegra Valencia Spanish "S" Concrete Roof Tile, as
manuf a. tured Entegra Roof Tile Corporation described in Section 2 of this Notice of
Acceptance, designed to comply v.%h the South Florida Building Code, 1994 Edition for
Milani- 'r.Jade County, For the locatitAs where the pressure requirements, as determined by
applicable Building Code, does not chceed the design pressure values obtain by calculations
in compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculat)3ns shall be done as a moment based system.
Product
Rainproof 11
[cc and Water
Shield
Rl'OF T 1 LE
Roofing
Rooting Tile
Concrete
fest
Dirnenlion_i iicatfons.
1= 18"
w - 10' "
a
111111. 3 /,'' thick
19 varies
w = varies
varying thickness
2.1 Q'omponeuts or products manufactured by others
Dim�tls;o
30" x 75' roll
36" x 73' roll
or
60" x 75' roll
36" x 75' roll
PA i 12 Nigh profile, interlocking, one- piece, "S"
shaped, concrete roof tile equipped with two
nail holes. For direct deck nail -on, mortar set
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile,
PA 11.
Teat
Specification
PA 104
PA 103
2
Approval Date;
Expiration Date:
Product
Description Manufacturer
Single ply, nail -on
underlayment with
2" self- adhering top
edge,
561 221 96900 P.63/08
Product
pescription
June 7, 2001
June 7, 2006
Protect -O -Wrap,
Inc.
(with current N OA)
Self - adhering W.IZ Grace Co. •
untie currc a A)
Frank Zuloagtt, RRC
Roofing Product Control Examiner
OCT_22 -2002 11 41
ENTEGRA ROOF TILE CQRPOUAT1ON
Tile Nails
Product
Tile Screws
Roof Tile Mortar
(''TileTiteTW)
Roof Tile Mortar
( "Quikrete' Roof
Tile Mortar
#1140 ")
Roof Tile Mortar
( "BONSALt
Roof Tile Mortar
Mix ")
Roof Tile Adhesive
( "PulyproQ'
AH 160 ")
Roof Tile A. hesive factory premixed
TileBond canisters
Hurricane Clip 4
Fasteners
3. LIMITA PEONS
ROOF TILE
cei�.c6i �o JuI bt LW
Dimensions
Min. 10dx 3"
/i8x 2 i4" long
0.335" head dia.
0.131" skink dia.
0,175" screw thread
dia.
N/A
N/A
NIA
N/A
Clips
Min. h" width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 14"
Test
SuecifitatL »s
PA 114
Appendix E
PA 114
Appendix E
PA 123
PA 123
*PA 123
Sec PCA
See PCA
PA 114
Appendix E
3 1 Fire classification is not part of this acceptance.
3
561 221 9690 ' P.04108
UM* J /`J 144'I p. 1 1
ACCEPTANCE No.: 01- 0417.08
Product
Description
Corrosion resistant
screw or smooth
shank nails
Corrosion resistant,
coated, square
drive, galvanized,
coarse thread wood
screws
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared rnortar
mix designed for
mortar set roof tile
applications.
Two component
polyurethane
adhesive designed
for adhesive set roof
tilrs applicatioos.
Corrosion resistant
clips with corrosion
resistant arils.
Manufacturer
generic
generic
Bermuda Roof
Company, Inc. with
curent PCA
riuikrete
Cottstruction
Products with
Cur rent PCA
W. R. .Bonsai Co.
with ca.trrent PCA
Polyfoan, Products,
Iuc.
Single component Flexible Products
polyurethane foam (with current ,'IOA)
roof tile adhesive
Generic
Frank Zuloaga, )itRC
Roofing Product Control Examiner
oc -22 -2012 11: ;2
ROOF ' I LE
TEGIt4 ROOF TJ ORPO
ACCEPTANCE Plc.: 01- 0417.08
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be
performed in accordance with RAS 106
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly rest in accordance with PA 112, appendix 'A'. Such testing shall
be submitted to the. Building Code Compliance Office for review.
3.4 Minirnum underiayrnents shall be in compliance with the applicable Roofing
Applications Standards listed section 4.1 herein.
3 5 30/90 hot mopped underlayment applications may be installed perpendicular to the
roof slope unless stated otherwise by the underlayment material manufacturers
published literature.
3 6 This acceptance is for wood deck applications. Minimum deck requirements shall
be in compliance with applicable Building Code
4. INSTALLATION
4.1.1 Entegra Valencia Spanish "S" Concrete Roof Tile and its components shall be
installed in strict compliance with Miami Dade County Roofing Application
Standard RAS 118, RAS 119, and RAS 120.
4.2 1 ata For Attachment Calculations
Tile
Profile
;Valencia Sj.anish "S" The
Table 1: Aerodynamic M ulti Hera ft
Direct Deck Application Direct Deck Application
0,232 0.232
LL _ Table 2: Restoring Moments due to Gravit
f __ Til Ti 3 ' . :2 F 4 ":12 _... _._
_ Profile j
V Satre Direct Battens Direct
Spanish "S° ' cite ns Decx Deck
6.70 7.t0 6.60 7.00
4
561 221 9690 P . t35 /'08
- -_ r.._
Frank Zuloago, RtRC
Rooting Product Control Examiner
OCT -22 -2002 11 :42
ENF'EGRA IKOGF TILE CORPORATION?
ACCEPTANCE; IVo.: 01- 11417.08
Table 3: Attachment Resistance Expressed as a Moment - Mr (tt4131)
for Nail-On 3 stems
Fastener T ype Direct Deck
(min it '32" plywood)
Valencia 2 10ei Rinq Shank Nalls 2e. t
Spanish °S" 111 10d Smooth or Screw 5. i -
Tile Shank !Nall
2 - . Od Smooth or Screw
Shank Nails
1 #8 Screw 20. i
2#8Screw 43.2
1 -1(�d Smooth or Screw I 23,1
Shit,* Nail (Field CIip
1 -10c. Smooth or Screw
Shona Nail l=ave Ci
2.10d imooth or Screw 27,6
Shank Nails (Field Clip
2.10d Smooth or Screw 38
Shank f idll ave CPL
Tile
Profile
Valencia S
2
3
2 -1 Od
anish "S" Tile
Tile
Profile
'OOF TILE
Table 4A: A tachment :lesistance Expressed as a Moment - M (ft-Ibf)
for r�= Sin Patty Adhesive Set Systems
T ile -- f `�`-
The Application
Profile
Valencia Spanish 'S" Tile
j 4 Large paddy u;acerront of 45 rams of
5 Medium padl.y_pacement of 24
6.,
29.3
1Iyfoam PolyPror*
Por'vfoam PoyProTM
PoryPro �.
grams of Pol Pr�14
5
1
Direct Deck
(min. 19/32"
plywood)
561 221 96913 P.06 /08
Battens
41.2 19,4
6.8
9.2
20.7
43.2
23.1
29.3
27.6
38.1
Shank Nails _ 48.1
C Installation with a 4'' tile headlap and fasteners are located a min. of 2W horn head of tile.
Table 4: At'achment Resistance Expressed as a t M (ft -Ibf)
for Two Patty Adhesive Set Systems
The Application I Minii' um Attachrnent , tesistance
_ -- Adhesive a9 3-
See manufactures component aproval fcr ;nstaltatiort re uirernents.
Hex/tile Prcducts Company Tiie3. id Average weight per patty 13.9 grarns.
Polyfoem Prcduct inc. Average weight per patty g gram
2.8
7.3
18.1
28.8 19.0
24.0
38.8
41.8
Minimum Attat:, Went
Resistance
66.54
38.7'
Tank Zuloaga, RPC
hoofing Product Control Examiner
`J
00 -2002 11:43
F7OF TILE
crr..c „r v r
•••
ENTEGRA ROOF TILE CORPORA'I ION ACCEPTANCE No. : 01- 0417,08
Tile
Profile
Valencia Spanish
"S” Tile
Tile Application
Mortar Set
PROFILE JORAWING
X 41 ^i f . �f
ENTEGRA, VALENCt SP.. SIM "S" CONCRE
2"
V V T
V 1 V
Frank Zuloaga, . RC
Roofing Product intro! Examiner
561 1 9693 P.07 /O8
4J, . •• • 1
Minimum Attachment
Resistance
24.5
5. LABELING
All tiles shall heal the imprint or identifiable marking of the manufacturer's name or logo, or
following statemt.A: "M ami -Dade County Product Control Approved ".
6. BUILDING PER 4IT RRI. QUIREMEN TS
6.1 Application IL, buildin, permit shall be accompanied by copies of the following
61.1 This Notice of Acceptance,
6. ?.2 Any other documents *equired by the Bu:lding Official or applicable Building
Ct de in order to properly cvalutitc the installation of this system.
OCT-Z2-2002 11:43
ENTECRA ROOF TILE CQRFORt1TloN ACCEPTANCE No. : 01- 0417,08
Tile
Profile
Valencia Spanish
"S" Tile
F 70F T ILE
GI 1 ■■ 41 1 4 .1to
M i i G
••• 1 .I 1 v a - 7 , r l - .
Tile Application Minimum Attachment
Resistance
Muria: Set 24.5
5. LABELING
All tiles shall bee, the imprint or identifiable marking of the manufacturer's name or logo, or
following statemmnt: "M anv -Dade County Product Control Approved ".
6. BUILDING PER AIT R1.QUIREMEN'TS •
6.1 Application fc,;• buildin,, permit shall be accompanied by copies of the following:
6,1.1 This Notice of Acceptance.
6. !.2 Any other documents required by the Building Official or applicable Building
Cc .de in order to properly evaluate the installation of this system.
PROFILE DRAWING
ENCEGRA VALENCKA SP.. NISH "S" CONCRE
6
OF TILE
Frank Zuloaga, : RC
Roofing Product )ntrol Examiner
561 '1 9690 P.07/O8
OCT-22-20M 1143
ROOF TILE
9. This Notice of A „ ceptancc euusists of p. ;es 1 through 6a; this last page 7.
END OF'ARS ACCEPTANt. i
7
Frank zuloeit. RAC
Roofing Product Control Examine
561 221 9690 P.08/08
ENT IZpJN TIL f ORPOR4TYO
ACCEPTANCE No. s 01
1. Renewal of this Acceptance (approval) shall be considered atter a r<'tiewal application has been filed
and the original submitted documents, including test- ;vpporting data, engineering documents, are no
older than eight (8) years.
2. Any and all approved products shall be permanently labeled with ti
�� � manufacturer's name, city,
state, and the following statement: Miami -Dade County Product Control Approval”, or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the sane product (identical) as the one originally • approved.
c. If the Acceptance holder has not complied with all the requirements :if this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
>ubinitted, is no longer practicing the engineering profession.
4. Any n vision or change in the materiels, use and/or manufacture of the product or process shall
autometic:,lly be cause for termination of this Acceptance, unless prior v<s itten approval has been
requested ,through the filling of a revision application with appropriate fe.) and granted by this
office.
S. Any oft .a fc:lowing shall also be grounds for removal of thus Acceptance:
a. Ur antis story performance of this product or process.
b. M. ;use of this Acceptance a, an endorsement of any product, k r salts, b tvertising or any
otl.;rr purposes.
6. The Notice of Acceptance number piecesied by ti:c words Miami -Dade Couny, Florid:: and followed
by the exniration date may be distAay ; adve, rising literature. If and portion o! the Notice of
Acceptant e is displayed, then it shall be .!one in its entirety.
7 . A eopy ofIlls Acceptance as well as approti el drawings and other documents, where it . oplies shalt
be provided to the user by the mane lecturer o► ;ts distributors and shall be avai sble for iespection at
the job site ar. all time. The engineer aced not re :. al :he copies.
8. Failure to coreply with any section a this Accept. , ce .hash be cause for terxnin;.'ion and removal of
Acceptance.
TOTAL P.08
1 a�
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305- 795 -2204 Permit Number: BP2002 -1819
Printed: 10 /24/2002
Applicant: ANA
Owner: BYRD
JOB ADDRESS: 567 NE 96
Contractor ALMEIDA INDUSTRIES
Local Phone: 954- 229 -2346
Parcel # 1132060171580
Signed:
BYRD
ANA
ST
Contractor's Address: 4420 NW 12 AVE
Permit Status: Approved Permit Expiration: 4/20/2003 Construction Value: $18,000.00
Work: REPLACE EXISTING TILE ROOF WITH NE ALTUSA TILE ROOF
Page 1 of 1
Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 17 & 18 BLK 99 LOT SIZE
Fees: Description Amount
FEE2002 - 6027 Building Fee $270.00
Total Fees: $270.00
Total Fees: $270.00
Total Receipts: $0.00
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all
ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to
and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without
authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the
ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done
by his agents, servants or employees.
(INSPECTOR) BY:
In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity
with the plans, dra , ' gs, stateme • . ecifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either
myself, my a `ants o - mployes.
Sign / '.-- - (Contractor or Builder) BY:
PAY TO THE
ORDER OF
Almeida Industries, Inc.
Afineida Industrits, Inc.
4420 NW 12th Ave. 954- 772 -9957
Ft Laurferiak, 5L 33309
FIRST UNION NATIONAL BANK
63- 643/670 13095
2811
ID fedora
1 S hore ) L I $ 7 r
TWOH- ie� f �a
DOLLARS n
v
- 7
MEMO .bb 0 14
A 10 IZED SIGNATURE =�
000 28 1 10 1 :06 70064 3 21- 209000 27977300
2811
(c.` /\cr q(c) S/
REA
# PULLS
LOOSE
TILES
BROKEN/
CRACKED
TILES
ADHESIVE
DELAMINATED
FROM
UNDERLAYMENT
TILES
DELAMINATED
FROM
UNDERLAYMENT
PASS
FAIL
Field
-
cJ
/ 1 '0
—.-1U0
/1 O
J(@�„
Perimeter
/0 .P url
Corners
/D
I )
ZARA AND ASSOCIATES
Metro -Dade County
Approved Testing Laboratory
Lab.Certification # 98- 0196.01
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE '
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -10
Property Address: 57. /IF... i- /W • . . Permit # : - 2A )- 7.-co. -
Owner's Name: ,44 • / PC #: tD(. 04-"1. O Es. --
Contractor's Name: AL. g
Approx. Square feet area: , i � r s _ 1 Roof Slope: . L - Z .
Type of Tile: E•T Ge-04 "3" 7 Date Tested: 1 - Z
Testing Equipment: Digital Chatillon DFIS 500 Required Testing Force : 35 lbs.
"ROOFING SKETCH" 1
NC.
Roofing Laboratory Testing & Research
Moisture,Up -lift, Fasteners Testing
Complete Building & Roofing Inspections
Consulting Engineers
NOTE: OUR LIABILITY IS LIMITED TO THE INSPECTION FREE.
2921 NW. 6 AVE. iIIIAlifil, FL. 33127
Phone.(305) 571 -8353 Fax: (305) 571 -8357 Email: PATRY31757 @AOL.com
The static uplift quality control test for the property in question,complies with Code requirement 3404.3
and Protocol PA -106.
PE ER L
Inspector -Lab. Director
Certified General Contractor
Certified Roofing Contractor
Page 2
I MPOR "TA NT NOTICES
1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers.
AFFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in
accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and
Choosing a Contractor.
STATE OF FLORIDA. OUNTY OF MIAMI -DADE
Signature of Owner
Print Name
Sworn to and subscribed before me this day of
Signature of Notary Public - State of Florida
SEAL:
Yy1
Personally known OR, Produced Identification
•.Y •
�
ST
Print Name
nd subscribed before me this
SEAL:
PERMIT APPLICATION
F FLORI ',_ _ OUNtTY OF MIAMI -DADE
I t of gon tor /Qu i r � l a c<.
. . _
cC Y erAogaa y �i y, My Commission DD123723
o Expires July 22, 2006
Personally known OR, Produced Identification
Type of Identification Produced: Type of Identification Produced:
CONTRACTOR
(�,
Name f Y► i l N V�� 6 r lJ`
Name Pivvida
, /� k `C , ,
D
Business Telephone
License
Address qc 6 ✓ `z Iv '
- Pt Lt' , Lett) Di .� —�
Telephone, gs -77 S? Fax J ['(� _ 71701 , 'Z
/ 1
4
Qualifier Name / 4 , , "
PROPERTY OWNER
(�,
Name f Y► i l N V�� 6 r lJ`
Address So iv.6 go 3 1j-
Miami GhovzS, FL' .3/3
Home Telephone 3a 3 —762 — - 7 9 m
Business Telephone
Fax
TYPE OF MANAGEMENT,( -1)
New Construction
V
Enclosure
Alteration Exterior
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'I Attachment
Other
Add'1 Detachment
Other
INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village:
Step 1.
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted
along with this permit application.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zohing Department for processing. During the
processing of your application, you may be asked to submit additional information.
APPLICATION
Job Address:
56,7 N 9( sr
Address
Folio Number 320Co - 011— IS frO
Lot ( 18 Block C�
Current Use of Property �5 1 c)2vue,
Proposed Use of Property — SA-Me
Tenant Information
PERMIT TYPE (✓ )
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
tit ,(PDO
Apt.
PERMIT CHANGE (✓ )
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
ARCHITECT
Name
License No.
Address
Telephone
Fax
Master Permit No.
Subsidiary Permit No. o•07 ' X5/7
Shavers
City
Descrption of Work
PERMIT APPLICATION
3P zo2 fro
L
State
331 38
Zip
NI CIA — 'RAS - ISO
( A")
Subdivision 6*i 9706 � ! PB 1 .5 PG Zonin Linear Feet
Square Feet " 1v V Units Floors
Value of Work
Tax Assessed/Appraised Value
Flood Zone Base Floor Elev.
Bldg Value
ENGINEER
Name
License No.
Address
Telephone
Fax
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 9/17/2002
Applicant: ANA BYRD
Owner: BYRD ANA
JOB ADDRESS: 567 NE 96 ST
Contractor ALMEIDA INDUSTRIES
Local Phone: 954 - 229 - 2346
Parcel # 1132060171580
N it atus: APPROVED Permit Expiration:
Work NEW ROOF FLAT RAS 150
Signed:
Building Permit
Permit Number: BP2002 -1599
Contractor's Address: 4420 NW 12 AVE
Page 1 of 1
Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 17 & 18 BLK 99 LOT SIZE
Fees:
FEE2002 -5172
FEE2002 -5174
FEE2002 -5175
Description Amount
CCF $2.40
Building Fee $70.00
Buildier's Bond $300.00
Total Fees: $372.40
Total Fees: $372.40
Total Receipts: $0.00
3/15/2003 Construction Value: $4,000.00
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applibation herefor in strict compliance with all
ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to
and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without
authorization: A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the
ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done
by his agents, servants or employees.
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, • = mg sta • •r 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
Signe (Contractor or Builder) BY:
(INSPECTOR) BY:
C l� ✓iS CAA -
PAY THE Mia mi Shores Village
ORDER OF
MEMO
Three Hundred Seventy and 40/100
Almeida Industries, Inc.
Miami Shores Village
First Union
.1fineda Indfustries, Inc.
4420 NW 12th Ave. 954 -772 -9957
Ft. Lauderiak, 5L 33309
Miami Shores Village
FIRST UNION NATIONAL BANK
63- 643/670 13095
11'00276411' 1 :06 70064 3 21:20 9000 2 7 9 7 7 3011'
9/19/2002
Byrd Permit & refundable bond 372.40
9/19/2002
$ ••372.40
AU •RIZEDSIGNATURE
2764
DOLLARS
2764
372.40
1.
Fire Directory Listing - Not Required For Tile Which Have Valid NOA
Attachments Required See List
Below
2.
From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations.
General Limitations
Applicable Detail Drawings
1,2,3,4,5,6,7
4,5,6,7
3.
Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
A,B,D
4.
Other Component Notices of Acceptance (Skylights, Turbines, Ridge Vents, Etc.)
p' lad
5.
Municipal Permit Application
A,B,D
6.
Owner's Notification for Roofing Considerations (Re- Roofing Only)
l_
7.
Any Required Roof Testing /Calculation Documentation
/v /4—W4)
Roof System
Required Sections of the
Permit Application Form
Attachments Required See List
Below
Low Slo
A,B,C
A,B,CV
1,2,3,4,5,6,7
4,5,6,7
r BUR -RAS 15
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application
INSTRUCTION PAGE
COMPLETE THIE NECESSARY SECTIONS OF THE
UNIFORM ROOFING PERMIT APPLICATION FORM
AND ATTACH THE REQUIRED DOCUMENTS BELOW:
ATTACHMENTS REQUIRED:
Roof 03/25/02
Contractor's Name: Al
Job Address:
, . , f
F1
Ne* Roof
!�- ■ - -- -- --• - Florida Building. Code Edltion .2002
HI h Velocity Hurricane Zone Uniform Permit Application
Section A' (General Information)
5( N 16 sr — /1410i/01/
0 "i ViC)i+3 A31..3: i s ROOFACAT -FS91 Y. 'r M K
Low•Slop�J Mechanically Fastened Tile t Q Mortar /Adhesive Set Tile • • k a. a a✓ « w M It d.
Asphaltic ® Metal PaneuShingles El Wood Shingles /Shakes
_ .. Shingles . •
m Prescriptive BURRAS 150
Re- Roofing
ermit No.
Low Slope Roof Area (SF) ;
ROOF
• Recovering 0 Repair El Maintenance
_.. ..:..ROOF SYSTEM INFORMATION, .
Steep Sloped Roof Area (SF)
Total (SF)
Section B qRoof Plan) el-iCRET
T'r1 "sfiiri "p.' "aif al( cfige of Plane
Sketcli,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.
Mill. MIMI
et
411111 Or �'i3. i]in�ilrif�rr!■ ■f• INN J■■■■S.. .... 1111111 1U uriar ci�������� ■ter �����Y _ter° 4
1 9�11�1
1.. 1 :. 1
Roof 02/25/02
"NOA #
Design Wind Pressures, From
'Pmax1: - Pmax2:
Deck \}\10 ( 14(o Ti G�
Type:
62- 0'106' Oct
128 or Calculations
Pmax3:
"Max: Design Pressure, From the Specific NOA
*
Not required for prescriptive RAS 150 systems.
System:
Guage/Thickness: V
Slope:
Anchor/Base Sheet & No. of Ply(s):
Anchor /Base Sheet Fastener/Bonding Material:
57' l i '/ -s ... Nat►1
Top Insulation :_ ~ :.
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material: f i
Ply Sheets) and No. of Ply(s):L'J 2 l
Ply Sheet Fastener/Bonding terial:
-14b+- --
Top Ply:
Top Ply Fastener/Bonding Material:,
N l
Surfacing:.. .
Florida Building Code Edition 202
h Veloci Hurricane Zone Uniform Permit A • • Iication Form
Section C Low Sloped Roof Systems)
Fill in Specific Roof Assembly Components and
Identify :Manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer. GK'S i
�r�y
Insulation Base Layer. 0
Base Insulation Size and Thickness: /) /A
Base Insulation Fastener/Bonding Material:
Fastener Spacing for Anchor /Base Sheet
(From N.O.A. or R.A.S. 150 Table 1)
"oc @Lap, #Rows @ ( Z "oc
Perimeter. Co!' "oc @Lap, #Rows @ (p "oc
Field:
Comer: L I "oc @Lap, #Rows C @ G, "0C
Number of Fasteners Per Insulation Board
(From N.O.A. or R.A.S. 150 Table 2)
Field: Perimeter.
lustrated Components Noted and
Details as applicable
Woodblocking, gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat,
Cant Strip, Base Flashing,
Counter - Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
ti- Height,of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing, or Submit Manufactures Details that
Comply with RAS 111 and Chapter 16
A9
3„g 3 " 10
D &A i v
Roof T
Deck.. 1?& (� ek (P
Shker
Ib
Comer:
FT.
FT.
Parapet
Height
Mean
Height
Roof 03/25/02
1524.1 Scope. 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. Additional, the following items should be
addressed as part of the agreement between the owner and the contractor.
The owner's initial in the designated space indicates that the item has been explained.
U, / /, Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
r Zone) are for the purpose of providing that the roofing system meets the wind resistance and water
intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to
workmanship provisions. Aesthetic issues such as color or architectural appearance that are not part of
d a zoning code, should be addressed as part of the agreement between the owner and the contractor.
• 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 South Florida Building Code. (The roof deck is usually concealed prior to removing the existing
'hof system).
. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor
� and/or owner should notify the occupants of adjacent units of roofing work to be performed.
. 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. This provides the option of
� maintaining this appearance.
. 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
e evident until the original roofing system is removed. Ponding conditions should be corrected.
Overflow'scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
96 _
scuppers in accordance with the requirements of:
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.
(COMMENTS:
X /
Owner's/Agent's
SECTION 1524 •• HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
Date
Contractor's Signature
Roof Notification 3/25/02
• BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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 BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Bui11 Up Roof System for Wood Deck.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 21.
NOA No: 02 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 1 01 26
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 2 of 26
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAF Asphalt Concrete
Primer (Matrix"I 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (Matrix TM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All
Weather Plastic Cement
(MatrixTM Standard
Wet/Dry Roof Cement
204)
RUBEROID® Modified
Bitumen Flashing
Cement
Jetblack Premium
Flashing Cement
GAFGLAS® #75
GAFGLAS #80 Ultima
Base Sheet
Roofing
BUR
Wood
-75 psf
See General Limitation #1
Dimensions
5, 55 gallons
601b. bags
5 gallons
1,5gallons
5 gallons
5 gallons
Test
Specification
ASTMD41
ASTM D 1863
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used for
flashing applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat
wide base sheet.
39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass
wide base sheet
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 3 of 26
Product
GAFGLAS Flex P1yTM 6
GAFGLAS Ply 4®
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT
Eliminator Perforated
GAFGLAS® Flashing
GAFGLAS
STRATAVENT
Eliminator Perforated
Nailable
RUBEROID'I SBS
Heat- We1dTm Smooth
RUBEROID® SBS
Heat- We1dTM Granule
RUBEROID SBS
Heat- We1dTM 170 FR
RUBEROID SBS
Heat- We1dTm PLUS
RUBEROID® SBS
Heat -Weld PLUS FR
RUBEROID® SBS
Heat- We1dTM 25
RUBEROID Modified
Base Sheet
Ruberoid® 20
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D 3672
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D4601,
Type II, UL
Type G2 BUR
ASTM D 6163
ASTM D 5147
Product
Description
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 impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven Polyester mat 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 granules.
Non -Woven Polyester mat 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 granules.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS -
modified base sheet
SBS modified asphalt base sheet and interply
sheet reinforce with a glass fiber mat.
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 4 of 26
Product
Ruberoid® Mop Granule
Ruberoid® Mop Plus
(Granule)
RUBEROID MOP
Smooth
RUBEROID® MOP
170FR
RUBEROID® MOP FR
RUBEROID
Smooth
111
RUBEROID® TORCH
Granule
RUBEROID® TORCH
PLUS (Granule)
RUBEROID® TORCH
FR
RUBEROID 170FR
TORCH
RUBEROID® 30
RUBEROID
RUBEROID
ULTRACLAD
TORCH
30 FR
ITh
SBS
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37' (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
39.37' (1 meter)
wide
39.37' (1 meter)
wide
39.37" (1 metier)
wide
Test
Specification
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTMD6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
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 bitumen
membrane, granule surface.
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.
Woven fiberglass mat coated with Polymer
modified asphalt and surfaced with
ahuninum, copper or stainless steel foil.
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 5 of 26
RUBEROID
Vent Stacks (metal and
plastic)
GAF Aluminum Emulsion
GAF Aluminum Roof
Paint (Matrix® System
Pro Aluminum Roof
Coating Fibered 302)
GAF Built -Up Roofing
Asphalt
RUBEROID mop
Asphalt, Asphalt t&
Asphalt P
Tile -Mate Base Sheet
Tile -Mate Cap Sheet
Shingle- MateTM
Underlayment
TopCoat® Surface Seal
SB (Matrix 602 SB
Coating)
GAF WeatherCote
MB +(Matrix 715 MB
Coating)
TopCoat MB+(Matrix
715 MB Coating)
WeatherCoteTM (Matrix
531 WeatherCote
Elastomeric Flashing
Grade)
Matrix Low VOC
Matrix 101 System Pro
SBS Adhesive
Product
Dual FR
Dimensions
39.37" (1 meter)
Wide
5 gallons
5 gallons
1001b. cartons, ASTM D312, Interply mopping and surfacing asphalt
bulk Types I, II, III
and IV
60 lb. kegs
39.37" (1 meter)
wide
39.37" (1 meter)
wide
4 sq. roll
30 lbs.
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D 6164
ASTM D 5147
PA 100(A)
ASTM D 1929
ASTM D 635
None
ASTM D2824,
Type I
ASTM D4601
ASTM D 3909
Product
Description
Non -woven polyester and fiberglass mat
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 are available in metal or plastic.
Mineral colloidal bituminous emulsion with
reflective aluminum flakes
Non - fibered aluminum pigmented, asphalt
roof coating
SEBS modified asphalt
Asphalt impregnated and coated, fiberglass
base sheet
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass reinforced shingle underlayment
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.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
ASTM D3019 Cold Applied Modified SEBS Asphalt
Adhesive
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 6 of 26
Product
(Ruberoid ®MB) Matrix
201 System Pro SBS
Flashing
(Ruberoid ®MB) Matrix
102 Select SBS Adhesive
(Ruberoid ®MB) Matrix
202 Select SBS Flashing
Matrix 203 Standard
Plastic Cement
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold
Adhesive
Matrix 303 Select
Fibered Aluminum
Matrix 304 Select Non -
Fibered
RUBEROID® Modified
Bitumen Adhesive
APPROVED INSULATIONS:
Product Name
GAFTEMP Isotherm R, RA, RN &
Composite, EnergyGuard RA
GAFTEMPI1) Composite A
(BMCA)GAFTEMP
4I
GAFTEMP® Permalite
GAFTEMP GAFCANTrm
GAFTEMP Permalite Recover
Board
GAFTEMP GAFEDGETm Tapered
Edge Strip
(BMCA) GAFTEMP High Density
Fiberboard
17
BMCA EnergyGuard, RA
Fiberboard
Dimensions
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D4586
ASTM D3019
ASTM D 2824
ASTM D2824,
Type I
ASTM D 3019
Type III
TABLE 2
Product Description
Polyisocyanurate foam insulation
Tapered perlite board
High density wood fiberboard insulation.
Polyisocynurate foam insulation
Product
Description
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Standard Plastic Asphalt Roofing Cement
Caulk Grade.
Cold Applied Asphalt Adhesive.
Fibered aluminum coating.
Non - fibered aluminum pigmented, asphalt
roof coating.
Fiber reinforced, rubberized Adhesive
Manufacturer
(With Current NOA)
GAF Materials Corp.
N Polyisocyanurate foam insulation with GAF Materials Corp.
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board
Cut perlite board
Perlite recover board
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
BMCA
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 7 of 26
APPROVED INSULATIONS:
Product Name
PYROX
White Line
ACFoam I, II & Composite
ISO 95+
ISO 95+ Composite
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck
ENRGY-2 & E'NRG'Y -2 PLUS,
UltraGard Gold
FiberGlass Roof Insulation
Structodek
Multi-Max & FA
Paroc Base Board
Paroc Cap Board
APPROVED FASTENERS:
Fastener Product
Number Name
1. GAFFITE® (Drill-Tec®)
#12 Standard & #14
Heavy Duty Roofing
Fastener
2. GAFI'ITE® (Drill-Tec ®)
ASAP
TABLE 2
Product Description
BMCA Composite EnergyGuard, RA Polyisocynurate/wood fiberboard
composite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate/perlite ridged insulation
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Glass fiber/Mineral fiber insulation
Wood fiber insulation board
Polyisocyanurate roof insulation
Rockwool insulation
TABLE 3
Product
Description Dimensions
Insulation fastener for
steel, wood & concrete
decks.
Pre - assembled GAF 11
Fasteners and metal and
plastic plates.
Manufacturer
(With Current NOA)
BMCA
Apache Products Co.
Apache Products Co.
Atlas Energy Products
Firestone Building
Products, Inc.
Firestone Building
Products, Inc.
generic
generic
generic
G-P Gypsum Corp.
Johns Manville
Johns Manville
Masonite.
RMax, Inc.
Partek, Inc.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
NOA No: 02 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 8 of 26
APPROVED FASTENERS:
Fastener
Number
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
Product
Name
GAFTITE® (Drill- TecI1
Base Sheet Fastener and
Plate
Galvalume Plates (Drill -
Tec® Metal)
Polypropylene Plates (Drill -
Tec® Plastic)
Dekfast Fasteners #12,
#14 & #15
Dekfast Hex Plate
Dekfast Lock Plate
#12 Roofgrip Fasteners
Metal Plate
Gearlok Plastic Plate
Glasfast Fastener
Olympic Polypropylene
Olympic G-2
Olympic Standard
Insul-Fixx Fastener
Insul -Fixx S Plate
Insul -Fixx P Plate
Tru-Fast
Tru -Fast Plates
Olympic Fastener #12 &
#14
Olympic Fastener ASAP
TABLE 3
Product
Description
Base sheet fastening
assembly.
Round galvalume stress
plates.
Round polypropylene
stress plates.
Insulation fastener for
wood, steel and concrete
decks
Galvalume hex stress
plate.
Polypropylene locking
plate.
Insulation fastener for
wood and steel.
Galvalume stress plate.
Polypropylene round plate
Insulation fastener
assembly with recessed
plastic plate
Insulation fastener
Pre - assembled Insulation
fastener and plate
Polypropylene plastic plate
3.5" round galvalume
AZ55 steel plate
3" round galvalume AZ50
steel plate
Insulation fastener for
steel and wood decks
3" round galvalume AZ50
steel plate
3" round polyethylene
stress plate
Insulation fastener for
steel and wood decks
:3" round galvalume AZ55
steel plate
Manufacturer
Dimensions (With Current NOA)
3" and 3 'h" GAF Materials Corp.
3" and 3 ''h" GAF Materials Corp.
Construction Fasteners
2 7/8" x
3 '/4"
3" x 3 1/4"
3" round
3" square
3.2"
3.25" round
3.5" round
3" round
GAF Materials Corp.
Inc.
Construction Fasteners
Inc.
Construction Fasteners
Inc.
ITW Buildex Corp.
ITW Buildex Corp.
ITW Buildex Corp.
Johns Manville
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
SFS /Stadler
3" round SFS /Stadler
3" round SFS /Stadler
The Tru-Fast Corp.
3" round The Tru -Fast Corp.
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 9 of 26
APPROVED FASTENERS:
Fastener
Number
Product
Name
23. Tru-Fast Plates
TABLE 3
Product
Description
Polyethylene plastic plate
Manufacturer
Dimensions (With Current NOA)
3" round The Tat-Fast Corp.
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 10 of 26
EVIDENCE SUBMITTED:
Test Agen
Factory Mutual
Research Corporation
Factory Mutual
Research Corporation
Factory Mutual
Research Corporation
Factory Mutual
Research Corporation
Factory Mutual
Research Corporation
Dynatech Engineering
Corporation
Dynatech Engineering
Corporation
PRI Asphalt
Technologies, Inc.
PRI Asphalt
Technologies, Inc.
IRT of S. Fl.
IRT of S. Fl.
Test Identifier
FMRC 1996
J.I. 2B8A4.AM
J.I. 3B9Q1.AM
J.I. ODOA8. AM
J.I. OD I A8. AM
J.I. 0Y9Q5.AM
J.I. 3X3A2.AM
J.I. 0Y9Q5.AM
#3600.02.95 -1
#4482.02.95 -1
GAF- 012.02 -02
GAF - 020 -02 -01
02 -005
02-014
Description
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 44704
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
PA 114
Wind Uplift
PA 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
Date
01.01.96
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
08.02.94
07.29.94
02.02.95
02.02.95
11.06.01
02.01.02
01.18.02
03.22.02
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 11 of 26
Deck Type 1: Wood, Non - insulated New Construction or Reroof
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet:
Fastening Options: GAFGLAS'I Ply 4'1, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any 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 12" o.c. in the field.
(Maximum Design Pressure — 45 psf, See General Limitation #7)
GAFGLASIII Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -Tec (GAF #12 or
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 12" o.c. in the field of the
sheet. (Maximum Design Pressure — 45 psf, See General Limitation #7)
GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any 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 4" lap staggered and in two rows 9" o.c. in the
field (Maximum Design Pressure — 52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. 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 sheet.
(Maximum Design Pressure — 60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec (GANTTTh) insulation plates at a fastener spacing of 9"
o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure — 60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tec ( GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. 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 sheet.
(Maximum Design Pressure — 75 psf, See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® PLY 4®, GAFGLAS(I PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs. /sq.
GAFGLAS #80 UltimaTm Base Sheet, STRATAVENTID Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat We1dTm Smooth or RUBEROID SBS Heat-Weld 25 base sheet
mechanically fastened to deck as described below;
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05 /23/02
Page 22 of 26
Cap Sheet:
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbs. /sq.
NOA No: 02. 0408.09
Expiration Date: 11/04/03
Approval Date: 05 /23/02
Page 23 of 26
Surfacing:
Maximum Design
Pressure: See Fastening Above
(Required if no cap sheet is used) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of 201bs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT'S Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Piemium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating; Fibered 301) with an application rate of 1.5 gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal/sq.
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05 /23/02
Page 24 of 26
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum ''A" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL 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 installed in multiple layers. The first layer shall be attached in compliance with
Product Control 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 20-40 lbs./sq., or mechanically attached using
the fastening 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 foam
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 mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in
each ribbon to allow cross ventilation Asphalt application of either system shall be at a minimum rate
of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure
of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf, , as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as
field - tested, are below 275 lbf 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 required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attaclrment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
END OF THIS ACCEPTANCE
NOA No: 02-0408.09
Expiration Date: 11/04/03
Approval Date: 05 /23/02
Page 26 of 26
ELECTRICAL
TYPE
Minimum Fee
QTY.
TYPE
Dryer
QTY.
T'1'1'E
Outlet, Appliance
Q'I'1'.
TYrE
Service Repair
T1'.
A/C Central 1 -3 Ton
Fan
Dryer Vents, Number of
Outlet, Wall
Ventilation, Cost
Service, Temporary
Air Handler, Tons
A/C Central 4 -7 Ton
Piping, Flammable Liquid
Fire Pump
Outlet, Switch
Fire Sprinkler System
Signs
A/C Central 8 -15 Ton
Bath Fan - Vented, #
Fixture - Fluorescent
Pressure Vessel
Oven
Space Heater (kw)
A/C Central 16-20 Ton
Fixture Light
Parking Lot Lights
Spas/Hot Tubs
Central 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
_A/C
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Dishwasher
Low -volt, Burglar
Indirect Wastes
Refrigerator, Domestic
Relay Repair
Roof Inlet
Temp for Test - 30 days
Vacuum Pump
Water Closet
Deep Freezer
Disposal
Low -volt, Fire
Interceptor
Renew - Temp Service
Laundry Tray
Demolition
Low -volt, Intercom/Teleph.
Repair Circuits
Lavatory
Dishwasher
Low -volt, Television
Service, Number of Amps
Meter Set (Gas)
MECHANICAL
T1'I'1:
Minimum Fee
QT1'. '1'1'1'1:
Condensate Drain
Q'1'1'. '1'1'1'1:
Generator
QT\. 'fv1'1{
Refrigeration, Tons
QI'V.
A/C Central, Tons
Cooling Tower
Heating Strips, each
Vent Hood, Cost
A/C Wall/Win. Tons
Dryer Vents, Number of
Paint Booth
Ventilation, Cost
Bath Tub
Air Handler, Tons
Ductwork, Cost of
Piping, Flammable Liquid
Periodic Inspections
Barbecue
Fire Sprinkler System
Process/Pressure Piping
Filter Replace
Bath Fan - Vented, #
Fireplaces, Number of
Pressure Vessel
Sprinkler Repair
PLUMBING
TvI'I•:
Q'I'V.
'Fyn:
Q'1'1'.
Tl'I'1:
Q'I'V'. TVI'Ii QTV'.
A/C Condensate
Drains, Roof
Miscellaneous Fixture
Soakage Pit
Bath Tub
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
Bidet
Filter Replace
Pool Piping
Sprinkler Repair
Cap - Fixture
Fountain
Pump and Abandon
Sprinkler System
Cap - Water
Gas - Appliance
Pump, Domestic
Supply, AC Well
Cap - Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Pump, Sump
Utility - Sewer
Utility - Water
Discharge Well
I ce Maker
Dishwasher
Indirect Wastes
Relay Repair
Roof Inlet
Vacuum Pump
Water Closet
Disposal
Interceptor
Domestic Well
Laundry Tray
Septic Connection
Water Heater
Drainlield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
Drains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
Page 3
PERMIT APPLICATION
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
RECEIVED AND REVIEWED BY: DATE:
Page 4
OFFICE USE ONLY
CHECKLIST
❑ OWNER - BUILDER FORM
(Attach)
❑ FIRE DEPARTMENT
APPROVAL (Commercial /
multi- family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
, $3.00 per page (Scanning Fee)
,Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.)
Inspector State Educational Fund
State DCA (Radon)
Code Enforcement Fine
Zoning Review
❑ PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
❑ OTHER
(Specify & Attach)
$7o
$'3D 0
( sq.ft. = x/1000
x0.60)
$ (¢.005 /sq.ft.)
$ (¢.01 /sq.ft.)
REVIEWED AND PREPARED BY:
SECTION
Zoning
Electrical
Mechanical
Plumbing
Fire
Public Works
Structural
Building Official
BY
DATE
PERMIT APPLICATION
❑ CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
❑ CONTRACTOR REGISTRATION
(On File)
PERMIT FEES
TOTAL $
ISSUING OFFICIAL
DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com