803 NE 91 Terr (12)15.32
ROOF ASS'O/IBLIES AND ROOFTOP STRUCTURES
Master Permit No.
Contractor's Name
Job Address
� fry
/Low Slo
pe
❑ Asphaltic
Shingles
gimovEn P:-F.a)-
• .
•
28206
Florida Buildin• ode Edition 2004 •.
High - Velocity Hurricane Zone Uniform Permit Application Form.• : •
• •! •
Section A (General Information)
2Fo6 - 4q6
�� - E c' ZOOP",1
803 A g/
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof C Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
Process No.
/811
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.
IL
MEd 16 IL
somumorm
P" tr PANE!
/9
•••• •
•
•
••
/Mortar/Adhesjve Set Tile
❑ Wood Shingles /Shakes
•
•.•
• ••
AiN
•
❑ Repair ❑ Maintenance
Total (SF)
0
• •
•••
•
FLORIDA BUILDING CODE — BUILDING
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer: G d
Product Approval No.: C91 0,10 / • p1�
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxl: Y Pmax2: 72.6
6i
Max. Design Pressure, from the specific Product
Approval system:
Deck:
Type:
Gauge/Thickness:
Slope:
Top Insulation Layer:
3 lV
g
Anchor /Base Sheet & No. of Ply(s): 63.44
Anchor/Base She pt FaltenG /Bo,} g M ial:
Insulation Base Layer: )-e -td4.-f
u [
Base Insulation Size and Thickness: 1 L A"(
Base Insulation Fastner /Bo din terial:
Top Insulation Size and Thickness:
Top Insulation Fastener/ onding Material:
A / A -
Base Sheet(s) & No. of Ply(s): v'
Base Sheet Fastene /Bonding Material:
1-1 it
Ply Sheet(s) & No. of Ply(s): � — pty P (t„
Ply Sheet Stener/ ondi M4orial:
Top Ply: (. -K Ait ti,I ( bla a' It
Top PIS �tener /�ndi�M
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2004 ••• •••
High - Velocity Hurricane Zone Uniform Permit Application Foimi • •
Pmax3: 1•14
Surfacing:
Fastener Spacing for Anchor/$aie Sheet 74tarti ne r..
• ••• • • • • •• •
• • • • • • •
q
Field: 1 " oc @ Lap, # Fbw9 : /: "ion .. •
Perimeter: 6 " oc @ Lap, # Rows ) @ " oc
/ r
Corner: G "oc @ Lap, # Rows`f ,/ @ " oc y 6 7
Number of Fasteners Pgr Insulation Board:
Field Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
ROOF ASSEMBLES AN5 TOOrTO *$Tj4JG iES
Piore4/ 1
-
2'
/' ' /"r .41 ?
7.r r,Nc et 'AY
/J` q rN ,d/t E',t aer $e_cvi✓1
• f a • gRl� J
tY/tvh..a tie
6/4
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
• •
• • • •
• • •
• • • •
• • •
• • •• ••• •
FT.
pet
Height
�� ll• f'a�o-�laJ'
"ekciNffI «k i9
FT.
/d
.Fv 1 .66
( 014 v
_82.6 r 8.15 7122 7a ,��.(•y
41113 75.03 71 if = C. 7 4417r ,Ve/4-
• ••
• • •
• • • ••
• • • •
• • • •
• •
9'
Mean
Roof
Height
I to
15.33
.... . . .
Roof Sy a e anufacturer: ` �• •
I--
•• • • • • • •
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
P1: 9' P2: 9 ff P3: 2f'
Maximum Design Pressure
(From the Product Approval Specific System):
a4. 7
15.34
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Roof $lope:
73 - : 12
Ridge V ► tilation?
IJ
Mean Roof Height:
Deck Type: [ fArr-P-
L .
Florida Building Code Edition 2004 • • • • •••• ••. •
.
• • • •.•••
••
..
High - Velocity Hurricane Zone Uniform Permit Application Form. • • • • • • • • • •
• . . • • • • • • •
Section D (Steep Sloped Roof System)
Steep Sloped Roof System Description
\ Type Underlayment: L out 'b 22-6
\ Insulation: f
Fire Barrier:
•
• ... • •
• . • • • • • • • •
• • • • • • • •
• • • •.• •
• • • • • •
• • ••• • • •
.•
•
•
.•
• ..
\ Fastener Type & Spacing: I /4l 6 l7 C4
i-Zitoa/7 . - - f /_/
\\ Adhesive Type: -Tyree ytkese (4
\ Type Cap Sheet: 4,fm 'b Log -*I,
\ Roof Covering: Voice ot/
Type & Size Drip
\ Edge:
a ss
414/4 VC
FLORIDA BUILDING CODE — BUILDING
•••
•
•
•
•
• ••
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI 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
(3
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to
Gravity
M
Product Approval
Attachment Resistance
M
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment
Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submit ed to the building official at the time of permit application.
M required Moment Resistance*
Mean Roof Height -,
Roof Slope J,
15'
20'
25'
30'
40'
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
For Moment based tile systems, choose either Method I or 2. Compare the values for M with the values tiom Mt. lithe M I values are greater than or
•• • • • •• •• • ••
equal to the M values, for each area of the roof, then the tile attachment method is acceptable. •
Required Nloment of Resistance (Mr) From Table Below
*Must he used in conjunction wlh a list of moment based tile systems endorsed by the Broward County 13oard of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. lithe F' values are greater than or equal to the Fr values,
for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(P x L.
(P
(P3:
x L
± L x) •'3D8 = 1H6 )-M =M
(P2: x) S 40 1.c')-6 ) Nlg: = Mr? $0
I p 4.1 f x x, 30e •? ) - Mg. Lt Pt,
Florida Building Code Edition 2004 .•. • • • ••• •• • • •••
High - Velocity Hurricane Zone Uniform Permit Application Fosm. • • • • • • • • • • • • • • • • •
• • • • • • • • • • • •
• Section E (Tile Calculations) • • •' ••• • • •
Method 1 "Moment Based Tile Calculations Per RAS 127"
Method 2 "Simplified Tile Calculations Per Table Below"
Product Approval M
X : ) - W: x cos 0 =F
xw:= ) -W: x cos =F
xw:= ) -W:. x cosh =F�
ROOF ASSEMBLJ,ESQND OQPIOe 1C IFIES
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
Product Approval eJ �•
Product Approval M ' 14 - 7
Product Approval M ••
Product Approval 1'
Product Approval h'
Product Approval
• • • •
• • •
•
• • • ••• ••
FLORIDA BUILDING CODE - BUILDING 15.35
• • ••• • •
•• •• • • • • •• •
ffrc:]3 'A1'15LOCT'T'Y" • • • • • • • •
lIGRiFtTUCYrtb SQlilt3 - � [T1RLrJ O1d1iYA� Y9DPZl ^ •" • • ••• •
!aZ •1 U�� • • •
i • • • • •
P02e aouriew COUOI,XRAT102i9
$15 :4.1 a'cyd. At; 3.r gcrcaln,. i _i
c
co ha
at c.i��- 'c4o i Y, a 1 Cc� LO 3.I- ac_:C n, [t. i.. c.ha ia6Pp[[
p 3:rn �, 3,3 cc. T r.h owp.. z•' •::tfl. 1 • • ••
=xl:] a in c -u C)i hit hit 1_ 1• rc • • • • • •
y
O •Nti � r CP.ti. oncntr. o chin • • • :. •
.�-.oui- ic,.a - a of �^ lis tz. '' uc�_ � `r • • • • ••
5 Qr Ch4 Plo;C.l cTd •-O• - + • The • • • • • • •
[11� minimum ,acr•[i.c:mr.��t.a snd [, Idlny C•udti, 1au.,,ujt.in i- - • •••
acand. cis on rh • •
.1 P_hC a1 lclC lc�n nd�77t.ionai c iRrlii�trj for ' -oori • •
7 Y', tn,, nollowln,3 itcma BYtr na aa'ddn'
pact:: of clzt , .g[._c.cmcnr. [, cw it ch �, �= • 4,c LAC
a z ��.. ;cl uhe ddC,IGC msc. =7/.3 1[-,a.clal il, c })�. dca3._Inacad �o: �,
epaLe 'lnUic C. i cl'ac [1-1 1C111 1• `��� •• ••• ••
a.. :+. Nar]uw••lia1Z1, Y • •• •
U : The wrJcm.zi1 h i • • • •
4Kical'1 Vo'!4iClC. - 1 - 1��'c'�'1i%1UT: far [� e • • • • • • • •
Y Hur.r>caa 2otw..) ar �'-t:r• Li •
the r oI in,D .,yl,:ic [71 c17 c ' ■Jincl _ 14iT l.i l..� e �....- nd w of
L73-1 l�l:}c CI'1dL
1) :cforli no acandaras. e ,, a - an and r aCGr
'�c5 C1:t 1C`ti (:l j��•. �.aY'ThC �-- = [:L' - u.x _pt3
oon wi on rr] cl' ) :+ -c X]uC
i.n;uci cl'c'YI as color co �'Prl;[na[,3h:ip prcviai.al�a •4e�C[1dC?C
for o> ,a1-clrl.c.c.c :rur:1l �PPeyranca, r.fl k: c nuc
a 24�l;lr,� code, 1 "lUUI i h a c
d lceea el, c � star- �r
r_ha ot,,ner arlc, r e l: rte Ygr mcinc let
R44 Wopd Lnck[s
491:x.17 replacing rc t=11° w.x.i t.inr'
roof 'itak cnzy f,avt co be r_n filed iri
l�T'p', l].OP,Q of r (Hi' h velocity cCar[Ce with Che ctlr'rCr,
C' 1Yd.r:cr
Pro
root dark 1.e uC.ha locity Hur-rica.)le Zone2) of
d ) Y c oncealc'.d pr. for co removing tl, 7 1 :c0 l "1'1)
� 3:19C.1ng i�Gl:
c4WW.Pla ItOOLA; Common moor arG thoac which h7ve no vial
ticlin b4cwn nhhorir)y ,ijCza kt1r.
ee.1. In buildings w:ich common :roof:), the 7.00rin3
u�rar Qhc notify the o[�cl of uL c., r.c�wnh4uses co;!dUnlinium�,
oc>ncrxf_r, l and/or
be p rformac . )3CcJ1L i7 r1C8 Of rC�OI�),I1g a
wprk
unaarcid coi , og:tn 1) am ceilings wr1 1-e err r_.h
Mari
to maintain clacking C :42 b� v *_;r•-om baloy,�.
Ghe arch:it.ecc.uxal •a.Pp=ararzce i The uwn,~r clay
pncraci�ar.;; ar Ct[C underulda of the dttckin r ,_
Thy �trovid chc ttlojCl �S. 1.,Uxing nail
option ion o mai.ntainln9 chi a s y not rac acceptable.
ppzaronca.
Pcudiu• War; ` I-ra ourrenr roof eysccm and!
may not drain 4rc11 and ma' cauaa w c �- deck of Ci';� ding
ace co and Sul -?
lying src,�a of the roof, Par:din� can (a�,cLlnulot)
d.iatreae and f the c d w ,,i in lc,w-
] 1,-)t. Dr indic ueioll at scrueeurat
cnginRer. Pcau��liny. may ahc)ec[a the. l l.rc 1 e ?' � ol � _siona l ocruc:'C-
ck:e flaw rangy in Ui 1 T1 clt
c�yscr Porldin x7aecc�; and �criarrana�
the original Y'4,)f:),r19 aj�3Gt 16 removed. d irt nor �?B rVi�(;nC. ul be
�r.d. Pond 1119 cUn71>' shoul,� )^,
o , OverY~lov $cuppi:xa ,vdi
flow oft -go �.ha =C ( 1 outldr,a) [ Ic is :eclai rX
Gr' Jo la noc tov , 014C z d i.rlwaC.e
?al•'imeGcz /edge wal.le car other roof xrom a buildup
1P ove ve 9e root e :Cte�. -. ldt_P o: iacax'.
ppera wall Duda[ ). lcn= o v ed, ni7is dipcll.'c:�
'to Install °ye_flow c'upper�;ciii�a Ic the be
requirement e ok ;
necegeary
x�Tl�� wil:h Cfly
7, va�3i1 =
Mahe, roof e:rucr.ulee t)o�
natural airzlMo Chrol, • i
11 ch•a C' of ch6 s Ciu µA1..111:
buildan - - `� lneer.i.c� Y CO
� ltaali, The ex' 5 >rructLrgl
be reduced. It rri, $Lin) amount of at a6e {Chr_
1 bcu r'l additional :ion C g h 1
c- rnaulC n e.�.�,t:cnd t� con��Yder
• ��� the 4:vlc'a additional vnting wh��h
11f ..
the root,
9 Aga zt t 6
urQ
A/
$ CUre
•
•
••• ••
•
•
MIAM 4DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Alfareria El Volcan
8405 NW 53 St., suite c -102
Miami, FL 33166
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••• • •
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NOAMcDADt C0C4IYY FLOZtIISA
:441 -FI1 DADF•PLA4LIR B11LDIh1G:
140 WEST FLACLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(3054 37•2401 • FA.Yr(30s }375-3908
• ••••• .
• •
.. • • • • • ••• ..
NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 1 of 4
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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is
determined by BCCO 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 South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Volcan "S" Statue Clay Barrel Roofing Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Frank Zuloaga, RRC
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
This new roofing system using Volcan `S' Statue Clay Barrel Roofing Tile as manufactured by
Hacienda EL Volcan described in Section 2 of this Notice of Acceptance. For locations where
the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in
section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test
Applicant Dimensions Specifications
Volcan `S' Statue Length: 18.25"
Clay Barrel Width: 10.50
RoofingTile varying thickness
Trim Pieces Length: varies
Width: varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
IBA Consultants, Inc.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
3. LIMITATIONS
3.1
3.2
3.3
3.4
3.5
3.6
Roofing
Roofing Tiles
Clay
Product
Description
High profile, one- piece, `S' shaped, clay roof
PA 112 tile with a single roll. For direct deck nail -on,
mortar set, or adhesive set applications.
Accessory trim, clay roof pieces for use at
PA 112 hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Identifier
2799 -1
PDI- 002 -02 -01
PDI- 01 -02 -01
Test Name/Report
TAS 112
TAS 101
TAS 101
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... • .. ....
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Date
08/22/02
10/08/02
10/08/02
Fire classification is not part of this acceptance.
For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 2 of 4
4.
• • •
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• • •
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• • . • ..
• • • • • • • • • • •
• • • • • • • •
... • .. .... • • 4.1 Volcan "S" Statue Clay Barrel Roofing Tile and its cor s • talled in strict
compliance with Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
INSTALLATION
•
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•
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• •
...
• •
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•
• •
• • •
•
Table 1: Average Weight (W) and Dimensions (1 x w ) • -
Tile Profile
Volcan "S" Statue Clay
Barrel Roofing Tile
Weight -W (Ibf)
6.43
Length -I (ft)
1.52
Width -w (ft)
0.85
Volcan "S" Statue Clay Barrel Roofing Tile
Table 2: Aerodynamic Multipliers - X (ft
Tile
Profile
X (ft
Direct Deck Application
0.308
Table
Tile Profile
Volcan "S" Statue Clay
Barrel Roofing Tile
3: Restoring Moments due to Gravity - M (ft-ibf)
3 ":12"
Direct Deck
4.86
4 ":12"
Direct Deck
4.80
5 ":12"
Direct Deck
4.73
6 ":12"
Direct Deck
4.63
7 ":12"
Direct Deck
4.52
Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf)
for Single Patty Adhesive Set Systems
Tile Application
Tile
Profile
Volcan "S" Statue Clay
Barrel Roofing Tile
1 Paddy placement of 41.5 grams of PolyPro"".
Polyfoam PolyProTM AH 160
Minimum Attachment
Resistance
26.7
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable
building code in order to properly evaluate the installation of this
system.
NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 3 of 4
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VOLCAN ` S ' STATUE CLAY BARREL ROOF TILE • • • • • • • •
PROFILE DRAWINGS
END OF THIS ACCEPTANCE
10.25"
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•• • • • •• ••• .•
•
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k
NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 4 of 4
• • . • ••
M1 \n11• • • • • • • • • •, •
O.\DE•COLIr��Y.ptft]Ttlbni :.•
IETRO- tAZ76L.,G, E • �y1�1 DINS •••
D(J1Lt)ING CODE Cpl \IpLtrt(vCE OFf ICF,
t IET,io -D44.) • ! Jc ••
II:1�II. r ErJflll!,\•r Jt -!5O •
I7� 1<) 1a5� - 2`111l�lr \`i (1(k6 a7i4 -01)* • •
( :0 M1 "I`IL \C1'O1! I , IC'!' ..v�;INC ::TC` I'IU`r
1 J'S '�;,;i
L'OrYi R.(CI•I)li r :NI onCENIEN 111I' INION
)0$) )75- 7766 \\ (Jl) 175 -'!vur
I'IIODL'C"I' CONTROL DI'r'ISIUN
Your Application for Notice of Acc t Llnco �� 5 -?�)0? 1 :Ax
- f� � r D�`) of:
Two Component Polyurcthenc Foam Adhcsivc
L Chapter 8 of the Code orN1innli -Dade County governing a sC of Alternate Molcrials and Typo, or'
Construction, and c :ornpletely describFd herein, has been recornmenried for acceptance by the Miami-Dude
County Building, Code Compliance Office (BCCO) under the condii ons specilied herein.
till.
NOA shall not be valid 'after thcl exlntation dale stated below. BCCO reserves the right to socl,;re ibis
product or nl atrial At any time from! jobsiic or nJ;;nl.ltaLturer's plant Cor quality control testing, IC this
product or material fails to pr_rrorm i the approve:1 manner, CCCQ m1y revolcc, modily, or suspend lho
.ae of such product or material irurrodiaksly. BCC() rt:erve, the right to revoke his approval, if it k
determined by BCC :O that this product or milled :d fails to meet the requirements of the South Florida
Building Code,
PRQC)UCT CONTRQ - .107`1C1 OF .
Pnlyfo :(m Products, Inc,
2-400 Spring- Stucbncr Road
Spring ,T\ 77313 -1132
1 1)c cxpensc o( such testing will be inl:urr,;d by the n7.lnul;c
ACCr1'TANC1? NO..' 01- 0
EXPIRES: 05/10/20(16
Raul R.odricuc,:
Chic(' Product Cor.trnl Division
TIrtS 15 "r _1!J COY RSllf;r". - J SFF AnnITlhN L p (rs raiz .;PECIFIC k rusi cz.n
ON n ITInNS
tiUtLY)INC; c 66 PrtQnl'CT RF:vir\ry cotil�ttrl rr
Tills application for Product Approval has been revicwc.:d by the BCCO and :7pprovt'd by the 3uildin�
Code and Product Review Committv. to used County, Florida under the conditions set
(or th above
\P1'1Z0V1 06/1
10 I5000 Itpc 2 n 0( Nt'npluc.: \make )ccepur <r co�cr pa `c dui
n terncr , nnfl; I(1(1rc5 ; p (nijl)uildingen(I c,cv,n
' rvu.rv.+q r ttuL'L- (.�.1.
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I'nnc{sco J, (luinlnnz, R,A.
Director
fvlinn)i D;lrle County
Muddling Code Cninplinnce: OIf cc
11nmeo:ig'c: litID:lhvww -I lldingcnlJr.onlinc.conl
0.:'11 rs:9T COO
1J r .L 111. J. 1 - rA
Pr rod„ctt, inc.
Jvlalcricil�:
Po ;lnrpr o cu R. 71 1 '1 000
Prof ack0 3Q 5c 100
I r%
ROOriNG ASSEMT3LY AP'I'ROVAL
Cntyury: Roofing
ah-Gatrenral Root' Tilo
holyurith inc
t. scoPr:.
This approves l'olypru6 AO t60 ;ts mrtnuractured by Poly fumn Product >, lnc. 325
described in Section 2 of this Nutice of Acceptnncr. For the lo_ctions where the design
prc5 ure requirement,, dcierrnined by applicable building code., does trot exceed the
design pressure values obtuii d by calculations in compliance, with Roofing Application
Standard RAS 12'7, for use with approved flirt. low. and high profile roof tiles system using
Polypro® AH 160, Where tI c attachment calculations are done as a moment based system
for single patty placement, and as an uplift based system for double patty systems
2. PRODUCT DCSCIUI'T.ON
Manufactured by
iktrplirtt
Palypro4 Ah,luO
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ACCEPTANCE No- :
Test Product
Sncril�c,tt_in_,s fcscri _ptiQ
PA 101 Two component
p0lytlrethatie
Dispcnsill; tquipmcnt
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ApprOv,11 D ;11C :.1 tin e. ?Ilfl
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1;:c11irtU.rn D;1tc�� May F(�,;4(46, • •
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Di. pcnsing 1..quipnlcnt.
2.1 Cnmpnncnt ;; or prtnd'cts m;tnufaccturcd by Inheres:
Any Milwi- D:1(10 Courtly Prt) Control Accept,;d Roof" file Ar;cnthly linvin6; ;1 current NOA
which list uplift resistance values wish the u;e of Polypro .A11160 roof rile adhesive,
i
1
2.2 Typical Physical f t'opertics:
mane, 7est
Density ASTM Cl 1622
Compressive
Strength
Tznsile Strength,
v■;ltcr Absorption
Moisture Vapor
Transco ission
Di1ln ems io11n1
St:lbi1ily
ASTM D 1621
AS D 1623
ASTM x 2127
ASTM E. 06
ASTi+%t D 2126
t7Elt 01 r C
Results
1.6 Io;Jrt.'
13 PSI Pnrnllel to risc
12 PSI P erpendiculnr to risc
3K PS1 ParAilel to Hsi::
0.OH 1..bs./rt
Pcrn1 / loch
4.0_0 Volltmc CII;111`l. (i7). -40 F.. 2
vccl:s
+6.0 Vr,1111ne, C1In11Ue (71
f Itimitlity. '?
I :wilt; Zulonl.;n. 1212C.
Producl Control L''Eolniller
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rj,_ii]Hda r'c.: 9 i 901t_1 :17 d. LI
0' d
778985,S0C 01 t7;1_009E9 00
rvL >t V i t : ' t rnvu 4'.!
Peillfonrn ProdiLcts ynC AC_ CEPT\ CE 01 •
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(Note: The physiclti properties listed ,rt,ovc me prest;ntcri ,, tyl,i[nl rlvcrnFc vnluc bt!PCrIUiskti t/ • • • •
ncccptcd ASTM (est rt1Cllrods :1ncl nre subj ..l I nor'ninl 11t;utufnctllrutc yr ri);tion.
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3. LIMITATIONS • • • •
3. 1 Ere C12 ific,Zllon Is not part or ;his <tccept.1I /cc Refer !o (ht.: 1'rcpaci0 I ;oal1 e ; : ;•• •• •
Assembl for 0rq toting
3.2 Polypro® AI-1162 shall solely be used will Il_tl low E high ti:C proliles,
3.3 Minimum undcrl lvrncnr. shol1 be in compliance with chc 1Zc,o:in, Application
Standard RAS 120.
3.4 Roof "bile manuF ctures acc!uirH; necep1anc'. fur the u;c.. or Polypro Al roof
tilt ndhesivc \vitk tire's ilia assemblies shall tnt in accordant c with PA 101.
3.5 Roof Tile manufactures accit' rind'. taceepttlnet for 11.v0 padJy placemcrt with the.
use <1f P'olypr'oOt Ir1}{ 100 roof Olt adhesive \>,'ith their tilt ;Issernblics shall test in
accordance w PA 10 1 and with section .0.4 as rncdilicd 11ertein.
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INS•ALLATION
4.1 Polypro® a. -1160 ma.y be used with any roc t rile nsse.11ibly havintt a current Nor\ that
lists uplift resistncc values with the use or Polypro' -t AI -I 160,
4. "? Polypro0 A1-1160 shall be applied in compliance with the Component Applientio.n
section and the corrc:>,pcnd,ng Placement Details noted herein The roof tilt
assembly's adhesive attachment with the u5 of Polyprae) AI shall provide
suffictcn. attac.hrndnt resist1ilCc, cxpresscd as an upllll based system, to meet or excccd
the uplift resistance cd4tcrmined to compliance with Miar:,; -Dade County Rooring
Application Standard. RAS 12 ?. The adhesive attachment data is noted in the roof
He assembly NCA
4.3 Polyproe AI-I160 roof the adhesive and its ccrnponcnt..s shrill be installed in
accordance with Rootino ,Application Standard RAS 120, and Polyfoam Products, [nc.
Polyproe .4H 160 Opgruting Instruction and N1,unlenance, Booklet,
4.4 Installation must bc by a Factory Trained 'Qualified Applic;ttor' approved and licensed
by PolyFoam Products [nc. Polyfoanl Products Inc. 511x11 supply a list of approved
applicators to t,1C aull having jurisdiction.
, 4,5 Calibration of the FoaTpro® dispcnsin,r eq,lipnlrr;t is required before <tpplicration Lit
any adhesive. The rniti ratio between the ''r \" component and the; "[3" component shall
bc maintained bei.wecr 1.0 -1.15 (A) : I 0 ([3). The dispcusc timer shall be Set to
deliver 0.0 1' 5 to 0.15 {pocinds per the as determined ,.t clli jratigr., No other Seuings
shall be approved.
4.6 I'olyproiZ AI stir ;111 bc applied with l'o ;unpro R.1l'Fi060 or ProI'ackC 30 & 100
dispensing cquiltm'eht cirlly.
4.7 Polyproe' Al•I100 bc cNposcd ticrnr:ln.!rlly to sunll�i
4 rank l.�Io1b,, RftC
I'rLSJlli,t Control Examiner
finer
GJ01-..1:d3 Jd Sc:g1 :007 CU 'ddN
Tilcl'rofile 1
1'Iacnncnt
Dct;lil
Sinp,lc Middy 'Weil; lit iTwo I'nudy \Ycip,Ilt�
N1in. (grows) per pnddy Min,
(t rntns)
35 ' N /��
Flat. Low, I-lir;ll Profiles I
111
1-{;,It Proldc (2 Piec,: Darrel) I
:.' I
17)sidc on cap aryl
3
N/A
Plat, Low, Hijh ProrIes I
_ k? __
24
NIA
d
PIZt, Low, 1.14h Prolilcs �I
t13
Pulyfoaro Products Inc.
t • 1 �� r :1.� are •� I c)
not :d "Icrt_In.
ACCFPTr'\NCF No • 01-.0:S21.02 • • ••
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1.9 Tilcs must be adl•�cr4d in [rccyly ;applied 7dl�c, <,i\c Tile must Le sct wit}lin !!•113 3 ••• •
r.inutes ai cr Polyprjot.p A1 6'0 ki.i hcco dispenscci
Polyproe AF! 160 oliac,emcrt and minimum patty weight shall 1Jc in nccg,ttitir t r11 :••
tho'Pb;tccment Dc i \Is' herein. L c 7 _12,ericric tile prolilc require; !.Ite spec1■cSp :n -n2.
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'fnblc l: Adlicsivr; Placement For (tch Ccncrl.c file Profile
LABELING
AJI Polypro® .AH ; 60 co tainers shall comply wi :h the. Standard Conditions listed h_rein.
6. 131JILDINC PEI1N 1 IREI\9
(.I As required by the Building Oflicinl ear applici;ble Building Code it order to
properly evaluate the installation orihis systeri
rU • d 1'Ot"8 i : s2_ ! 10 01 blLcc`3FJso£:
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I r,Znk Guloa�l, RRC.
Product Control hx;u»inc:r
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':i:',30d8 d '6 : 9 T ^1[t? '.0
.4 1.3 03 . 11 - 11. 1 17 1(1 FAA. V: .1 57 L(12
Poly(onni ProciticOnc.
t...,;0•:)0 0.1■11!. ekttr,01 P1461 INnivh
Jr. dr
1,1l
J .1
1.4•1[16,r,
t 's•-•
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.;:r•
iltrolign 414
2 1n.
• :\.\
Iv. COW". 346
10114: !We.. Flt4
ADHESIVE PLACEMENT DETAIL
SINGLE PATTY
18.6.1.616, 1.41
• d t'ILF3C3369S0E;
P01... 1.). P1-- . 1 ; .
(1
1}11
4.0 ijc :C1
PAP) In 1 1 •
• • .•
Umet
'0 In
E :4■.rte
11-nly 6dAttlIA IN6r:r
u. Aoli.
ACCEPTANCE. N c. : 0•1-0521•02 • • ••
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11.4
O 01 /0/141TIZT.7
P10 cni1,411)011661v: le )c11110! 111(6 /)
P-'446 pike )t 171.111cm* 1.16,11; cer111 11
law,y0 1.1:1,1 1 ■* .on 0 pv1111/,
r norn 00,111 0P00 40011. rice ioeli.0 in \`‘.
1 0 j I. Ff7,11 7.4114e td00 7!;4 10
Ih•0 1 oh.
un
$.
''''' ' 46 .. '.. ...,,, ,. \ , r" --..C.-- s•
fl 00.61W. 4
`-‘,.... :
'7
..,, k • ,..‹..„,■-•"'
•
oil, 61., ."...,.... 1 "....,,,'; . " - s--•."" - ' 1 . s /-',/,.."- --- _...,„
116../1 lc ,(on; tour, d
0.. fonsece vive 6r14 et
6.6e lot 10,1 0101 , ft
h 111001 Km
/
1 016f MO 1:.■61.6
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00;10
0l tar
In 'GAOL:AM)
0911 lI
Frooik 2tiloag:1, kkC
Proclu;[Conlrol ENaz
ODCUS 'dd SS:81 C007:: 70
' lI J
Po1.1 r Products, lnt
'J)II Ihreugh II3411c cement PaJCy IStntllh Ii
ndefll
7 In
e o q ,t u'l .
7 I n
) In.
l,`.Iv1 Cl at
4,1ii Ih101JQ� pl.l!'.{C cclnenl
Undarl5y?.nl `\
1
Ent Gone
r'J L1 1 .
A C C E P T A N C No. : 01_Oti2.1.0? • ••
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DI1G51VE PLACEMENT TD ETAfL 2 ••• • • • •
SiNICLE, [Arn
ql3' d t t.it 7',_C f:SESS00
EI
I;pee!'aynenl
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°)ceyj9.et tl.'Itj
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Frank %liIo.ii , RIZC
Product Control LX,1mincr
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>)7dy1(81n4)1r, TV.,)
o.Drie 9S:'31 coo: 117o 'Jd11
Polyfoattt Products Trr<.
NJU through plallIC cenPn1 paJdr
(belNeon 1110
/ o,ae
Itindur IIIo)
r
;�J In.
I r 3 n.
$Inp a paddy on
urlter
laymen:
Single paddy
under Ille
Single 1:14ely
on lop of lile
ACC EP FA NC E No. :.U1- 0.,?I.02. •!
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ADIrE51VE PLACE !ENT DG: ['AIL 3 ••• ••• ••• •
DOUBLE PATTY
1 III, x 7 In. medium
sin 9adJyoave
FJa clJ coura oelr
SIr1 It p4ddy
on lop of Illy r
Nal Ihfcue pla:llt eemcn�
\
n, 1 3 In,
Singqle paddy
ervhderlaymenl /'
fair Course
E1`ve Ct4 rTe
oncer.
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cfC
5'.P. pie pa Jd
under rile S;ngle paddy
berWeen Hie
/ Yt In. r7 In. m e dh.∎
siu NJdtlyta•e tcurro en!)
Etvo Cl4;l't
I:171lll; [ IIorsk RRC
Product Collu'ol Lx7lnil)Lr
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Had i,' cugn pIJ3Li cnnlrn � —� • S,ngla paddy under Ilie
Un4trtaymer,
Sin le add
6 paddy Celwter ulr
2 In, r 7 in meaiwn
dip 0add}'eI
Co■fic only
Sin9Ht Alr.. //
ingl: paddy
.,.....--- _/-
P \\ r .7. ., cla
on lop of Olt
"\\ . �/ wetpnote
1 _■uire / / E ava cloatfr
Crlp c4Qe
PsneesLsOO O1 rLcc9E9gOC, OOQHaa dA =iI COO:: 7 ;'IdN
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r ' BEll_Id • - IL'1 I C'1 `,4 _ _ ., •• •o • • •••
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1r 1
rQI 'roam Products. Inc. ACCEPTANCE f�rv.: 01- 0S21.Q2 •
-.
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Renewal of this Acccptancd ( • • • ;:. • • approctll) shall bc con atle,r :, ru Ic,t• ;tl application tins b ce f'I,:d
and (ht: original stlbIlill(ed doctinwi ts, including :c,t- supportl'lg data, un n6 documcnts ••
older than eight (l1) year • • • ,, i •' • • •
• • •
• 3 Any and all approved proCucts shall o: pernt:ununtly lab,:lci,, + ■11.1i (hu 1„a,,itjt- CrolSr'3 :cry• ••
ilatt:, and 1.1',c rOilo+t'IIE; t:lt:Int:ll:: Ii(. alni- D ;1di; COt'n[1 1'7oducl CunlrOi Approval" or as
spucihic;llly stated in (ht: spi4ilic conditions of tl':k Acceptance,
3 ke.nutvalk of Acceplancc lviliI not be considered if:
a, There has b_cn a CII ;lI in the South Ft nil,' Ou ildur_; Code afl talc cvalua(ion of this
product and the pro(14( is not in compliance i,, Ih the coda elnnc•,cti.
b The prod.ic( is no lonUc:r tltc 3:line product (Identical) :u the one orig'Inally approved.
c. I[ thr Aeccpiancc hglder has nor conlplicc! t•.vith all ;ft,: r of this acceptance,
inch dins tJle correct il<Istallatinn of :hc p ;cid,ict.
u. Tltl: cn :r who orihinaily pn:pared, si;ned and sealed the rCl:nurcd documentation'nili:Illy-
5ubnli(Icd, is no longcn l practicing the Cnginicring p1ol::ssion
Any rci'i ion or change . 111c nla:erials, usc. andior m,anufacturc of the product or process shall
automatically' bc cause for ,crminat.ton of this Acceptance, unIC•ss prior ■,l•rittcn approc•al has bci:n
rsqucstcd (through tltc filing of a revision applicati0q with appropria(. fec) and grated by this
otticC. 1
Any of the following shall all(' b grounds for rcrno■al of this Acc1-pt,ncc•.
a. Unsatisfactory perforni .nce of thts product or process.
b lulisuse of his , \cct :pt'r ncc as an cndorscint nt of ;L H) proftic[ for sal_s, advertising or any
other 1iurposus
6 Tlic Noucc of Accclltance nu lager prucedcd by (ht., words \Iiacnl-D,adc County, Florida, and fol.ot\cd
by In eNp ration data nlap b e d in 1dvurtising Illernturc. 11 any portion of t NOUec or
,\ccc))uncc Is displayud, t'icn\it Shull b done in its cntiral
7 ,\ copy of Ill's Acceptance as,■�'cll as approved dral+inss and othl_r documents. +there it applie sla;.lI
bc' provided to he user by lh I1lanulaClllf r Of A':; (11s(rll)t :'(Ors anal sllJll bc al'llla�lu ror IIISIjt C11011 at
tliu lob sit_ at all t The C �ginecr n.ed'Int reseal tl,c copies,
rai!urc to comply with 3I1y' scctlon of [.lis Accepinnce shall be cause for tcrInii ;Jtion and rcmo +al of
;4cccptancc,
8o
" d
This Noticc oh' Acct p!ance coIisis(5 of pries I throul, F.
1END Or THIS ACCEPTANCE.,
n8 8EIS,SCIO 101 t},_ 'o9R.9'=GC
Product Control Examiner
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0 L'.; :91 C00.7 :'.o ddH
MIA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck.
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• • • MIA�Mj- 1fA11E tallsiTl , 11.0rIpA •
• MI RO -DACE FII.A NG
140 VV'I;S'IWAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) g79- 220'1 �7\.X GiT ) 3f5 2908
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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.
LABELING: Each unit shall bear a permanent la el 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 renews NOA #02- 0408.09 and consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 1 of 21
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
Product
GAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All
Weather Plastic Cement
(Matrix Standard
Wet/Dry Roof Cement
204)
RUBEROID® Modified
Bitumen Flashing
Cement
Jetblack Premium
Flashing Cement
GAFGLAS® #75
GAFGLAS #80 Ultima
Base Sheet
GAFGLAS Flex P1yTM 6
Roofing
BUR
Wood
-75 psf
See General Limitation #1
Dimensions
5, 55 gallons
60 lb. bags
5 gallons
1, 5 gallons
1, 5 gallons
5 gallons
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)._
wide
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
ASTM D 4586
ASTM D 4601
ASTM D4601
ASTM D 2178
• •
•. ••
• • •
• •
• •
• •
• • ••
• • •
• • • • • • •
•
• • • • • • • • • ••
• • • • • •. • • • • • • • • •
• • • • • •
• •
: .. ••• • • •
•
•• • • •
•
•
•• • •
••• • • • •
• • •• ••
•
• ••• •
• • • •
• • • • • •
•.
•
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Description
Fibered aluminum coating
Asphalt flashing Cement
•
•
•
•.•
• •
•
• • ••• ••
•
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.
Surface coating for smooth surfaced roofs.
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
5 gallons ,. ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 2of21
•
•
•
APPROVED ASSEMBLIES
Anchor sheet:
Fastening Options:
.•• • • • .•.
• •. •• •
•
•
• ••• • • •
• • • • •••
••• • • • • • •
•
• • • •• • •
• • • • • • ••
• • • • • • • • • • • • •
• • • • • • • • • •
• •.• • • •
Deck Type 1I: Wood, Insulated
•• •••
•
•
•• • • •
Deck Description: 19 / 32 " or greater plywood or wood plank • •
•• • • • • • ••• ••
System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer (Table 2) Insulation Fasteners Fastener
(When applicable: Steel plate only =S, platic plate only (Table 3) Density /ft
=P)
ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA,
GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP
Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc,
EnergyGuard RA, EnergyGuard RA Composite
Minimum 1" thick N/A N/A
BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP
RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard
Minimum V2 thick N/A N/A
Perlite, GAFTEMP® Permalite ®, Permalite Tapered, Paroc
Minimum 3 /a" thick N/A N/A
Fiberglas (Min. 15 / 16 " thick) N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base Layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT®
Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay
board on all isocyanurate applications.
GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS
Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened as described below;
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Anchor 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)
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 10 of 21
Maximum Design
Pressure:
See Fastening above.
• •
• . •
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• •
•
•
• •••
• •• •• •
• •
• •
• ••.
•• •
• • •
• • • •
. ..
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GA3QLAS #75 $ase "9tIeet c7 :' .
any of above Anchor sheets attached to deck with 1t - (GAf'JT E,r#12 bz' •
#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 Linmitationi#1) • • • • •
GAFGLAS Flex P1yTM 6, G or an o a o lenchor
sheets attached to deck with approved -ami i1 i ii sh , ls'and'tin as at a
fastener spacing of 9" o.c. at - - 4" lap staggered and in two 'ws 9" o.c. in the
field. (Maximum Desi ' essure —52.5 s See General Li ' ation #7)
GAFGLAS #75 Base : eet or any o above Anchor sheets attac ed to deck with
Drill -Tec (GAFT : #12 or #14 Screws and 3" Plates, 12" o . in 4 rows. One
row is in the 2" side ' ap. The other rows are equally spac - - approximately 9"
o.c. in the field of the feet.
(Maximum Design Pressu 1 • eral Limitation #7)
Any of above Anchor sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec (GAFTITE) 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 Anchor 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)
Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra
Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID
Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID
SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld directly over the top
layer of insulation. Adhere with any approved mopping asphalt applied within
the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4).
Ply Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 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.
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.
Surfacing: (Required if no cap sheet is used) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Premium 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: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 11 of 21
wood deck.
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•
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..
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•
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 cG , ev g • • , •
• • • • . •
•
• • • • • •.•
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 corner 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 attachment and sizing of perimeter nailers, 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 corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 21 of 21
•. �
TGFU.R1306 - Roofing Systems
Underwriters
Laboratories Inc.
Page Bottom
Guide Information
GAF MATERIALS CORP
1361 ALPS RD
WAYNE, NJ 07470 USA
TGFU.R1306
Roofing Systems
Questions?
Roofing Systems
References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
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Previous; Page;
" Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base
sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any
existing noncombustible deck Classification. When this is done, the resulting roofing system is
acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and
overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it
must be placed below the overlayment board.
Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in
hot asphalt.
"EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification.
"GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot
mopped over noncombustible decks and as a recover over existing roof systems.
GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any
of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping
asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons
include "ENERGuard EPS Insulation ".
R1306
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,TGFU.R1306 - Roofing Systems
• •; • • • • •• of , 55 • • • • • • . • • •
•
• • •
• • • • • • • • •••
• • ••• • • •
Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" )is
a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLASPIy•J" or,''QA,1' IiLAIf fly•
6 ") in the Class A, B or C roof systems indicated below. • • • • • •° •'• • • • • • • • • • • • •
•
•.' ••• • •
The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent
Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator•Ve. ti'ng f l a y S I V A °
(Nailable)" . Perforated to be mopped and nailable to be mechanically attached gf$ndld side' down. •
• • • • ••• ••
As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80
ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1
asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the
following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems
listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified
perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the following
Class A, B or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely effect
the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32
decks.
The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper
(perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following
Class A, B or C systems.
"BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may
be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot
Roofing Asphalt ".
GAFGLAS #80 Premium Base Sheet may be used in any of the following systems.
"GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the
following NC Classifications.
Class A, B and C
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,TGFU.R1306 - Roofing Systems
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
•
• •
••• •
"Ruberoid Heat Weld SBS roofing membrane may be used in lieu of 1: :ubero3d n•P" IIS pCodudts:in
any applicable Classification. • •.' • •• ••• • • •
1. Deck: C -15/32 Incline: 3
2. Deck: C -15/32 Incline: 2
3. Deck: NC Incline: 2
5. Deck: C -15/32 Incline: 1
6. Deck: NC Incline: 3
Class A
4. Deck: NC Incline: 1/2
•••• • •
• •:• of 55 •
• • ••• • • • •
• • • • • • • • •
• •••
•• • • • . •
Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system.
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed).
Ply Sheet: — One or more layers Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ".
Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ".
-Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ".
Ply Sheet: — One or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ".
••
• • •
•• .. • • • ••• ••
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate,
urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate
composite, phenolic, any thickness.
Ply Sheet: — Three or more layers Type G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot
mopped.
Surfacing: — Gravel.
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate,
urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate
composite, phenolic, any thickness.
Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ".
Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ".
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate,
urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate
composite, phenolic, 2 in. max.
Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ".
Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ".
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BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) lr c , 1-Jr' I fCZ Phone # ' � 7.J 4 7 / y
Owner's Address ?'O3 L)E q
City m(ar/ik fr, State Zip 33
Tenant/Lessee Name - ---- -- Phone # -
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
Contractor's Company Name , �
Contractor's Address ci,� ( j)� Li at
City 1 Sfiao State Rd
,Tanfto ObbitattiL
Qualifier
State Certificate or Registration No�0, f ( ((34, Certificate of Competency No. 66600lP (l f
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permi
14
Type of Work:
Describe Work:
❑Addition
Miami Shores Village
Building D epartment
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305 756.8972
I oc
V? ( II
County Mia
NO
. -Dade
Phone #
Square Footage Of Work:
* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $ ' O .
Submittal Fee $
Notary $ Training/Education Fee $ 2 • 40
Scanning $ Cr4 • O D . Radon $ Zoning
Code Enforcement $
Total Fee Now Due $ 3Z--1 • 1 0
(Continued on opposite side)
Structural Plan Review. $
Permit No . -FCG 404.
aster Permit No.
Zip '30 V
Roofing
Repair/Replace ❑ Demolition
CCF $ (S .1-0 CO /CC
Technology Fee $ 7.
Bond $
•
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 /ryt be approve and a e'nspection fee will be charged.
chc 05/13/03
APPLICATION APPROVED BY:
Signature
Owner or Agent d Contractor
The foregoing instrument was acknowledged before me this ) 7 The foregoing instrument was acknowledged before me thisc)
day o f 2 0 , b Y , dayof � r ,20W ,by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign: Y,d d(;1, r�5 =DTI or n 0 .1DN
Print: s
My Commission Expires 29
cU v ? n 'tU07
NOTARY PUBLIC:
Sign: 4I , $t I Ir• s rah 0 Fi 0 I' 1 _d
S A D
Print: 9,
:�lr4
� 1�,1 1:LUr_ 1ftS�10� 4 r
My Commission l pdedT 1da son.'. ::`3�Cn , iL
* ********* * ****** * ** * ****** * ** * ********* * ********* * ** **** * **,****** * Ir* ** I**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
. 2 Plans Examiner
Engineer
Zoning
-- - - - --- - -- - --
7 q
Passed
.
"Inspector
Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Number: INSP- 1078
Inspection Date: 04/04/2006
Inspector: Grande, Claudio
Owner: ROJAS, FERNANDO
Job Address: 803 91 Terrace NE
Miami Shores Village, FL
Project: <NONE>
n
Monday, April 3, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Number RF -2- 06-494
Permit Type: Roof
Inspection Type: Hot Mop
Work Classification: Roof - New
Phone Number (305)751 -0714
Parcel Number 1132060050230
Lot:
Phone: 305 - 757 -2612
Page 2 of 2
TIN CAP ON FLAT ONLY
Infractio Passed Comments
TIN CAP SPACEING False
W1/
Passed
�°
Inspector Comments
FIA-7- ,.- 4,e -1- ° L--
/ A <L- / PAT ok
(4 1,e.51/ cd2e. IT Alm
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Number INSP -10784
Inspection Date: 03/31/2006
Inspector: Grande, Claudio
Owner: ROJAS, FERNANDO
Job Address: 803 91 Terrace NE
Project: <NONE>
Miami Shores Village, FL
Thursday, March 30, 2006
1
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: '05)795 -2204 Fax: (305)756 - 8972
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Number: RF -2- 06-494
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number (305)751 -0714
Parcel Number 1132060050230
Lot:
Phone: 305 - 757 -2612
Page 2 of 2
Issue Date: 3/3/2006
Owner's Name: FERNANDO ROJAS
Permit Type: Roof
Work Classification: Roof - New
Job Address: 803 91 Terrace NE
Additional Information
Miami Shores Village, FL
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 02/28/2007
Contractor(s) Phone
OBENOUR ROOFING SHEET META 305 - 757 -2612
Primary Contractor
Yes
Comments:
RE -RROF BUILT UP CAP SHUT AND TILE ROOF SYSTEM (VOLCAN SPANISH 5
ONE COLOR)
Type of Work: Re -Roof Additional Info:
Classification: Residential
In consideration of the issuance to me of this permit, I agree to perform the work
covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications
submitted to the proper authorities of Miami Shores Village. In accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work
stated.
Building Department File Copy
Applicant Signature
Parcel #:
Block:
Section:
Permit Status: APPROVED
Permit Number: RF- 2- 06-494
Phone: (305)751 -0714
1132060050230
Lot:
PB:
Total Square Feet: 2100
Total Valuation: $ 14,000.00
Required Inspections
Tin Cap
Hot Mop
Tile In Progress
Up Lift Report
Final Roof
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$8.40
$2.80
$300.00
$9.00
$7.50
$327.70
Invoice Number
RF
Total:
Amt Due
$327.70
MAR 0 3 PAID
iS.
Amt Paid
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
aigti.A.4„..,„ . C � Q s ///
l
Infractio Passe Comments
TIN CAP SPACEING False
'r 3 -c)/
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
nspectionNumper: 1NSP-'
Inspection Date: 04/03/2006
Inspector: Grande, Claudio
Owner: ROJAS, FERNANDO
Job Address: 803 91 Terrace NE
Project: <NONE>
Friday, March 31, 2006
Miami Shores Village, FL
Building Department Commen
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit :NI umber: RF- 2- 06-494
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number (305)751 -0714
Parcel Number 1132060050230
Lot:
Phone: 305 - 757 -2612
Page 1 of 2
nspection Number. INSP-10786
Permit Number: RF -2- 06-494
Inspection Date: 07/31/2006
Inspector: Grande, Claudio
Owner: ROJAS, FERNANDO
Job Address: 803 91 Terrace NE
Miami Shores Village, FL
Project: <NONE>
Building Department Comments
Friday, July 28, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
AUG 01 RED °O
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number (305)751 -0714
Parcel Number 1132060050230
Lot:
Phone: 305 - 757 -2612
Page 2 of 2
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
nspection Number. INSP-10786
Permit Number: RF -2- 06-494
Inspection Date: 07/31/2006
Inspector: Grande, Claudio
Owner: ROJAS, FERNANDO
Job Address: 803 91 Terrace NE
Miami Shores Village, FL
Project: <NONE>
Building Department Comments
Friday, July 28, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
AUG 01 RED °O
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number (305)751 -0714
Parcel Number 1132060050230
Lot:
Phone: 305 - 757 -2612
Page 2 of 2
co UIIVIIIH v6r./wlan.Yna vv ..u.. ••••••
UPLIFT REPORT OK. SEE ATTACHED. 8/21/06 CG.
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: 08/18/2006
Inspector: Grande, Claudio
Owner: ROJAS, FERNANDO
Job Address: 803 91 Terrace NE
Project: <NONE>
Monday, August 21, 2006
Miami Shores Village, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
AUG 2 2 En
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number (305)751 -0714
Parcel Number 1132060050230
Lot:
Phone: 305 - 757 -2612
Page 1 of 2
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)
i
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26
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51
76
2
1
27
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77
3
28
53
78
4
29
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79
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80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
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84
10
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11
36
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86
12
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13
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66
91
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68
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25
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75
100
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 P b 7-1 t ) eZ Permmi�.t # (:r 4
Job Address tom- Ir c ( t T - B.1 444-1 l : ► f1.
Roofing Contrac Qr: C7 N o u' P-- � t'�I J 4 •
Type of Tile: ���#` fSL 5' —°-'c c --I VP tc... r Date Installed: q--?...e.-)L
Approximate Roof Height: 1-7 feet Roof Pitch: r 2
Type of Access to Roof Scaffolds - Ladder Other
Approximate Square Footage of Roof 11 k -C, ft2
Required Testingfo, {fie: 35 lbs. Testing Equipment: Chatillion 100
Date Tested ?l
THIS REPOR
Lab Certification # 98- 0608.04
IN ACCORDANCE WITH THE CRIT RIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
D BY:
State of FL Certificate Authorization # 4100
U.S. SOUTH
Engineering & Testing Lab., Inc.
TEST RESULTS
P = PASS, F = FAIL
Project No 7708
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Notice of Commencement must be filed if the job valuation of $ 2,500.00 and/or more in labor and material.
Please file at 22 NW 1st Street, 1st Floor, Miami, Florida (305) 275 -1155
Permit Number:
State of Florida
County of Dade
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement,
Legal description of property and street address: '33 VE ci 1 T-g.' &
rr
U n.( /};w: s F710 )t -t_ 3.A
Description of improvement:
Owner(s) name and address:
Interest in property:
Name and address of fee simple titleholder:
Contractor's name and address:
Name and address:
krnount of Bond: $
_ender's name and address:
rint
■
Expirati o
liffere date is spe
4
Surety: (Payment bond required by owner from contractor if any)
'ersons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statute:
lame and address:
n addition to himself /herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statute:
■lame and address:
date of Notice of Commencement: (the expirations date is one (1) year from the date of recording unless a
wner's Name:
to and sub ribed before me this
ay of / , 2006
V Personally Known, „or
Produced Identification
Oath taken
)11!V;_`S lily ()and 2[ (I ()MC
AHVEY RUVIN, CLERK,
NOTICE OF COMMENCEMENT
STATE COR014
Eric Y CE ' rlrY,, t rin5 is a R(�c r.uu or the
∎r q,n,;1 t, by ul (h,s ,.,It ce ��n � . -_. U , of
Ab :U C2 rb
i1.
end Courtty C,wrts
C).c-.
Tax Folio Number:
(1, -(44-Q: - 1Dp I-C. 33(3,F
(Signature of Owner)
Prepared by:
Address: LoQ R
Nota'ry P?u.Y_. 7
Print Notary's Name:
ComMission;Bxpires:
11111111
C F 0 20 04 Its 101 0 1 7
OR Bk 24238 P9 0750; (1 P 9 )
RECORDED 03/:3/2006 13:2101
HARVEY RUV'INr CLERK. OF COURT
I1IAMI - -DADE COUNr't r FLORIDA
LAST PAGE
1 2_
NOTARY PI. L.IC•S`L \TF ot•
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