RF-07-1037ection Nu
Ins
ber: P.49
Permit Number: RF- 5 -07 -1 037
Scheduled Inspection Date: June 16, 2009
Inspector. Rodriguez, Jorge
Owner:
Job Address: 78 NE 98 Street
Project
June 15, 2009
Miami Shores, FL
<NONE>
Contractor: CARRUTH ROOFING CO INC
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Roof
Inspection Type: Up Lift Report
Work Classification: Tile/Flat
Phone Number
Parcel Number 1132060130900
Phone: (305)759 -2005
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
op LL) OCO
Page 28 of 31
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
21 -25
Passed
6 -10
Passed
26 -30
Passed
11 -15
Passed
31 -35
Passed
16 -20
Passed
36-40
Passed
PROPERTY ADDRESS: 78 NE 98 St. Miami Shores
OWNER:
TILE TYPE: Flat
ATTACHMENT: Polyfoam
Testing Equipment: Digital Chatillon DFIS 200
THIS ROOF HAS: PASSED
Reviewed by:
Alberto Cardona, P.E
Lic. No. 17138
595 West 18 Street
Hialeah, FL 33010
FLORIDA
Providing Solutions to the Roofing Industry
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
CONTRACTOR: Carruth Roofing Co. Inc.
Test Tabulation
"ROOF SKETCH"
www.floridatec.net
Front
Lab Report No. 09- 060072
PERMIT No:
ROOFING SQUARES: 30
ROOF PITCH :: 4:12
INSPECTOR INITIALS: JH/AA
TEST DATE: 6/11 /09
C.A. #: 26095
Lab Certificate: 08- 0514.02
Required Testing Force: 35 Ibs
FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106.
Tel: (305) 256 -4550
Fax: (866) 333 -6988
1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
1
Low slope roof area (ft.1
Section A (General Information)
Process No.
Job Address:
Ce> .'.4:4 1 0C— 7a N E 98 5
orner Size (a' % a'):
CB CD
D
m W C
L I Mortar /Adhes1e *11
/ Low Roof Category
Slope ❑ Mechanically Fastened Tile
❑ Asphaltic Shingles ❑ Metal PanelShingies ❑ Wood Shirigtes/SPi k
o
❑ Prescriptive BUR-RAS f50 ❑ Other. z O
- a
m
i D
Roof Type I- o
I
1=1 New Roof WI Re- Roofing El Recovering ❑ Repair El Maintenance n
CO
■
u _
Are there Gas Vent Stacks located on the roof? El Yes (No If yes, what type? El Natural Natural ❑LP
Roof System Information o
m
Steep Sloped area (ft.') ` jE:5 Total (ft.') Aq r-
Section B (Roof Plan) •
•
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow draihs.hirWe dimensions
of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. •
Perimeter Width (a'):
••••
D
•
•
1
V.•
1 1 1'1R aj liUU7■I',L■■1 111111
■.....1111■•.■ r1.► .a iw •I mar ,•1 a ourii �_�r 142111/I■•r11!■
1 ■• ■11.11 ■. ■■• ■l1► tPul (411111 IP U.! 1■ -M 'AL. ;r■i.'�1■
ICiad
■■u�■MP.M1•■,:11■►:9■►. -_x411 4 �- Y ■■ ■iiiria:ri■■■■(511 tW1111 rl. ?^
111 ■11■ ■■�c4■■1■rr■■■■ • ••1••••••••1111..•..- ..� - ;"7■■■ �rV/ a/k
.1111n11■11� 1i•••11 :•: ■1111. ■•11 ■ ■ ■ ■ ■�1.�� ■:.:11■■■ ZO ■ ■ V*
■ r!irl •. ■11 ■•t: 111111111111111111111111 r1:•�•.11 11►�•r! %• 1.11. , ? Y
7+ ■ 4:
■ ta_aa_r ■C�..___ a_ r _aMr ■►"% ■■ UMW
■■■• ■1 ■1111■■■■.•.•• ■ ■ ■ ■■■•� ■■ ■•Its•• ■1/I ■11• l••ii /111.■ •
u.s.a.I•U• NUU•:::::_u i N • A::I ■ ■•■+ O man " NC
■■ ■■■ mma• ■ ■ ■■•••••• ■■ ■ ■ ■ ■ ■ ■ ■� ■ ■■ : ■ � ■ romm::�j11 1 �■ � ■I�!■ 11 ■ :
=I WPM uutatsaaa� 11�� ■ ■11�•.• •M1■■ ■ ■•.1• /•• IO le
/ .11:0 ■
■1111: ■1is ■u..sil 1111 ■111c, . 11 11 :11� ■ ■ ■ ■ ■ ■\ ■■■ ■1 ■ ■ ■. .
1111 �■ �..�...��..a��i rpr�r
. i t:r: :::I ■ w:: i ■ e 11 ��i ■ 2 • ` ■
■ ■v ■ :4 l :
111 :_1::::::0011 : :: :::::: •• ! I MMI I Urn
�..� : :I I
: : ::�
u� •••••• : : ■■ r ■
.::: :::: -: ;.1.••:::: ■u.. ■
.�■■■:■■■■�=11111�:1111 :WN 1111x,... ■.a i ll �■
1111 ■ Nr•1mmum.t__ .11 N ■•Emmn1'�tata�trirm N 1 ! ■ 11 =N
■•r1•.. ■•11 , •••■ ■ ■ ■■••••■■1.••t 11•/•11•..- ' ���
.......11611111111111111101111111111 ■■...•■•■x.111 :■r■•11• ■ ■ ■■ w
N.■.•
■...••11.1�•••IJt•11..■ .• Itarr• .•. .■r ••�•• ■•.••■� 7,IilE[E ••• ■•■.•i•••u•■ ■ 1 � .■ ■ ■• : ■ ■ ■■•!':1�:a ■. :•Il ii ■� ■ ■1 I. ■6. ■ ■11 ■■ ■■ . ■1111 ■N ■....•N.11...•.• 1111' 111 i.•r�•.1I•.�•.••• •••!I•. •t aNUI■ 1
I■ ■ ■ ■.1I ■•r1•■■ ■ ■■ :.111111[41.. 4,�►2%i:. +]
■■■■■■ ■•■•■••• .. ■ ■1 ■.11•IPIJ■ ■••■ 1111 ■.•11■ ■.111 ■1111
• •
MAY 2 2 2007
• •
• •
• •
• •
• •
•
••
• •
• •
4 2 cat.o CLIILNIU Cbt
¶Ci T
ldi
http: / /www.miamidade. ov/buin roofin ermitin ermit a sectiori_a.FITML 5/21/2007
g � � �- P l�P PP_
Roof Slope: — "/12"
Roof Mean Height 12 ft
Ridge ventilation: Jn /a
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Method of Tile Attachment
'Adhesive, Large Paddy Polyfoam Polypro
Altemate Tile Attachment Method: In /a
Clip Spacing for Metal Roof Panels
Field: Il /a Perimeters: n/a Comers: Fa
Perimeter Width: n/a
Section D (Steep Sloped Roof System)
;., Aloped $ em Description
Page 4
Deck Type: 1 x 6" T &
Alternate Deck Type:
I n /a
Underlayment type:
11 layer 30# felt
Insulation/Fire Barrier Board:
i n/a • • •
• Optional Naiable Substrat • •
1 n/a
Fasteners:
•
••••
••••
•
Drip Edge Fastener Type:
11 1/4" RS nails & 1 5/8" tincaps
Hook Strip/Cleat ga. or weight:' N /A
.. .•
• 1••
• • •
•
• • •
•
11 1/4" RS nails & 1'578" tinCap "'
Cap Sheet Type/Adhesive f4pe:. . " •
11 layer 90# slate ivjtIi, - ot asp ah •
Roof Covering: • • • • •
'Monier Vanguard rotlgd•tiles . ••••
Roof Covering Attachment Method: thod: ' •' • •
'large paddy foam adhesive "`•
Drip Edge Size & Gauge:13" face 26 ga.
Drip Edge Material Type: 1GalViniZed Metal
Page 1 of
•
•
•
•
•
•
•
.'
•
•
• •
•
•
Roof System Manufacturer: MON I ER
Notice of Acceptance Number. 102
Minimum Design Wind Pressures, 0 Applicable (from RAS 127 or Calculations):
P1: P2: P3:
Maximum Design Wind Pressures, (From the PCA Specific system):
86.61
Roof Slope: — "/12"
Roof Mean Height 12 ft
Ridge ventilation: Jn /a
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Method of Tile Attachment
'Adhesive, Large Paddy Polyfoam Polypro
Altemate Tile Attachment Method: In /a
Clip Spacing for Metal Roof Panels
Field: Il /a Perimeters: n/a Comers: Fa
Perimeter Width: n/a
Section D (Steep Sloped Roof System)
;., Aloped $ em Description
Page 4
Deck Type: 1 x 6" T &
Alternate Deck Type:
I n /a
Underlayment type:
11 layer 30# felt
Insulation/Fire Barrier Board:
i n/a • • •
• Optional Naiable Substrat • •
1 n/a
Fasteners:
•
••••
••••
•
Drip Edge Fastener Type:
11 1/4" RS nails & 1 5/8" tincaps
Hook Strip/Cleat ga. or weight:' N /A
.. .•
• 1••
• • •
•
• • •
•
11 1/4" RS nails & 1'578" tinCap "'
Cap Sheet Type/Adhesive f4pe:. . " •
11 layer 90# slate ivjtIi, - ot asp ah •
Roof Covering: • • • • •
'Monier Vanguard rotlgd•tiles . ••••
Roof Covering Attachment Method: thod: ' •' • •
'large paddy foam adhesive "`•
Drip Edge Size & Gauge:13" face 26 ga.
Drip Edge Material Type: 1GalViniZed Metal
Page 1 of
•
•
•
•
•
•
•
.'
•
•
• •
•
•
Mean Roof Height
in Feet
15'
20'
25'
30'
40'
Roof Slope
4.
4.
4.
1
4.
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
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section E (Tile Calculations)
For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the
values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the
roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
P 1: 47.6 x A 0.289 - Mg :630 = Mr1: 7.45 NOA Mf: 86.61
P 2: Fiir x A Pair - Mg: 630 = Mr' : 22.77 NOA Mf: 86.61
P 3: 1100.6 x A 0.289 - Mg: 630 = MM ; 22.77 NOA Mf: 86.61
Method 2 "Simplified Tile Calculation Per Table Below"
••••
•
Required Moment of Resistance (Mr) From the Table Below: 34A1
NOA ruff. 86.6E • •
Mr Required Moment Resistance* •..• • •
•
Page 5
•• •• • • •
• • • • •
•• •• • . ••
• •
.. .•
.• •
•
• •.
• • •
• • ..•.
• •
• • ••••
•
• • •
.• • •.. •
••
`This Table must be used in conjunction with a list of moment based tile systems endorsed by
the Broward county Board of Rules and Appeals.
Page 1 of 1
•
•
•
http: / /www.miamidade.gov/ building /roofing permiting/section e 3.htm 12/29/2006
•
BUILDiNC CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (,NOA)
Monier Lilfcttle, LLC
135 NW 24" Street
Boca Raton, FL33431
SCOPE:
This NOA is being issu ed under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Surisdietion (A1-!J).,
This NOA shall not be valid after the expiration date staled below. The Miami -Dade County Product Control
Division In Miami Dade County) and/or the AH1 (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 Veloeitz l irricane
•
• .
• •
Zone of the Florida Building Code. •
DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile •
• • • • •
•
L ABELING: Each unit shall bear a permanent label with the manufacturer's name of,Idiq,'city, siete
following statement: "Miami -Dade County Product Control Approved ", unless otheTWiacingted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filled an; there its be an no
change in the applicable building code negatively affecting the performance of this plodt
TERMINATION of this NOA will occur after the expiration date or if there has been a rcvtstan ;Chari 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 is advertising literature. If any portion of the NOA is displayed, that 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 7.
The submitted documentation was reviewed by Frank Zuloaga, RRC
M IAMi -DADE COUNTY, FLORIDA
METRO -DADE FLAOLER BUILDING
140 WEST fLACLER STREET, SUITE I03
MIAMI, FLORIDA 33130 -1563
(305) PS - 2901 FAX (305) 375 -2908
NOA No.: 02- 1205.05
Expiration Data: 12/16/01
Approval Date: 01/02/03
Page 1of7
ONY11NNNS AdLP:v SOC? 'y eN
•
• •
• •
•
ROOFING ASSEMBLY APPROVAL
Category; Roofing
Stab - Category: Low Profile Roofing Tiles
Material: Concrete
1. SCOPE
This renews a system using Monier Lifetile Villa, Roll, end Capri Concrete Roof Tile, as
manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance, For
locations where the pressure requirements, as determined by applicably 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'
Manufacturc,by
Aneliriant
Monier Lifetile LLC
Villa 8c Roll
Monier Lifeitilc LLC
Capri Tilt
Trim Pieces
Test A e gy
Rcdland Technologies
Rcdland Technologies
Rcdland Technologies
z d lP6? °N
Test
en io c Sncclficatione
1'. l 6'/1'
w=13"
W thick
L .. 17"
Wm 12' /i'
''A" thick
1•. veries
w varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Identifier
7161 -03
Appendix 111
7161 -03
Appendix Il
PO402
The Center for Applied 94 -060B
Engineering, Inc,
The Center for Applied 94-084
ring, Inc.
Test N zme/Renorl
Static Uplift Testing
PA 102 & PA IO2(A)
Wind Tunnel Testing
PA 108 (Nail - On)
Withdrawal Resistance Testing of
screw vs. smooth Shank nails
Static Uplift Testing
PA 101 (Adhesive Sot)
Static Uplift Testing
PA 101 (Mbrtnr Set)
ri1119 , a"...
Product
p
....
PA 112 Low profile, interiockinK hIg}t pressure:
extruded concrete rool;tll; equlpprd witr one
Mail hole and double rot L ibi. For drect ;leek
or battened nail-on, mo'rior.4r'adhcstve set'
applications.
PA 112 Low profile, interlocking, hit pressure
extruded concrete roof, tltipped with one
nail hole and double roll ribs' For d1tLtt tisck
or battened nail -on, tndrter er adhcsi *e's"et
• applications. • :
PA 112 Accessory trim, concrete roof pieces for Cie
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Date
Dec. 1991
Dec. 1991
Sept. 1993
Mauch, 1994
May 1994
NOA No.: 02.1205.05
Expiration Date: 12/16/07
Approval Date:01 /02/03
rage 2of7
Test Aeol
Redland Technologies
Redland Technologies
Professional Service
industries, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotca, Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
E 'd lti6Z
Test Identifier
P0631 - 01
Letter Dated Aug. 1,
1994
224 -47099
25- 7094 -1
25 -7094-7 •
25-7094-4
Project No, 307025
Test #MDC-760
25-7183-1
25- 7183.2
25.7214 -2
25- 72146
528454 -2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evalua Calculati
Evaluation Calculations
Test Name/Report
Wind Tunnel Testing
PA 108 (Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Physical Properties
PA 112
M \Q
July 1994
Aug. 1994
Sept. 1994
Static Uplift Testing Oct_ 1994
PA 102
(4 Ideadlap, Nails, Direct Deck,
New Construction)O
Static Uplift Testing Oct. 1994
PA102
(4" Headlap. Nails, Battens)
Static Uplift Testing Oct 1994
PA 102
(4" 1leadlap, Nails, Direct Deck,
Recover/Remo f)
Wind Driven Rain Oct 199
PA 100 • •
• •
0000
Static Uplift Testing '.. • • Feb. 1945.
PA 107
• • •
.. •
(2 Quik -Drive Screws, D ireer • • • •
0000
.. •
• • • • •
Deck)
Static Uplift Testing • • • Fcb: 1945
PA 102
. . •
• .• • 9 •
. • ..
(2 Quik -Drive Screws,133% ..
Static Uplift Testing ;• • March, :I2S
PA 102
(1 Quik -Drive Screw, Direct v t): 1 .. •
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25-7183
25 -7094
25 -7496
25-7584
25- 7804b -8
25-7804-4 & 5
25- 7848 -6
Aerodynamic Multipliers
Two Patty Adhesive Set System
ONV1I10111S
. .
• • 0090
..
Sep. 1998
Dec. 1998
March 1999
March 1995
February 1996
April 1996
December
1996
April 1999
April 1999
NOA No.: 02.1205.06
Expiration Date: 12116/07
Approval Date: 01102103
Page 3 or1
WARtr ! t, ^f,i1'
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in
accordance with R.AS IOG,
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS '112, appendix 'A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance' with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope
unless stilted otherwise by the underlayment material mwangfueturers 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 Monier Lifetilc Villa, 'atoll, and Capri Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120. ....
4.2 Data For Attachment Calculations . •
.. • •••
Table 1: Average Weight (W) and Dimensions (1 x w . � . � .. • •
Monter Lifettie Villa and Roll Tile y_t
Monier Ocilla Capri Tile
Tile
Profile
Monier Oaths
Villa, Roll, end
Capri Tile
ti 'd It6Z1N
5,57
3 :12
Battens
Table 2: Aerod
Direct
Deck
6.30
4 " :12"
Battens Direct
Deck
5,4.8 6,18
Length -I (ft)
namlc Multi ' tiers
Tile �(ft )
Profile _ Batten Application
Monier Ufetlie Villa. Roil and Ca.ri Tile 0.267
— tibia 3: Restorin -. Moments due to Gray' M. ft-lb
6 ":12"
Betten3
5.37
5 " :12"
Direct
Deck
8 0
/luu,,......-
Direct.
Deck
5.90
ikidthA r'(.ft)'.
.... • ••
•
O. •
•
• .•..
• �.
• •
1.
lication
)
Direct Deck A
0.289
7 ":12" or
rester
Battens Direct
Deck
5.08 j 5.73
NOA No.: 02- 1205.05
£aspiration Date: 12/16/07
Approval Date: 01 /02/03
Page 4 of 7
415,
Q 'd l)6l'oN
Tile
Profile
Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -lbf)
for Nall-On Systems
Tile Fastener Type Direct Deck Direct Deck
Profile (min 15/32" (min, 19/32
plywood) plywood)
Monier Vetlle 2.10d Rina Shank Naails 27.8 37.4 28.8
Villa, Roll, and i.lOd Smooth or 3crerw 8.8 11.8
4.1
Capri Tile 1 Shank Naii
2 -10d Smooth Or Screw 16,4 21.8 7.1
Shank Nails -
1 4 Screw 25.8 26 8 22.9
2 #8 Screw 47.1 47.1 49,1
1 -10d Smooth or Screw 24,3 24.3 24.2
9hank Neff Field Clip)
1.10d Smooth or Screw 19.0
Shank Nall Save CI'
2 -10d Smooth or Screw 33.
Shank Nails Field CI
2 -10d Smooth or Screw 3 .9
Shank Naas (Eave CtiP •
Monier Ltfatite Villa, Roll, and
Capri Tile
2 See manul: tures com • • Went a • • royal for Installation re
Flexible Products Company Tllationd Average weight par patty 11.4 grams.
Poi oam Product I Avera•ewel,ht • - •a 8 !rams.
19.0
35.5
31.9
•
Table SA: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
for Sin • le Pa Adhesive Set S stems
Tile Application
Monier Odle Villa, Roil, holyfoam Poi_
and Capri. Tile Potyfoam Poi roTM 45.5
4 La • e •ado •Iacementof64, rams ofP• - TM
5
Battens
ONV11NNi1 s wa�fi fi.
22.1
34,8
3 74. •
• • •
2 -10d Rine Shank Nails' 43,0 67.5 •! 5 •:
1 Installation with a 4- lila tl4gdlaa and fastemers are located fro head of rye.
4, 04100 0
.. •
• • •
.••• • .•
Table 5; Attachment Resistance Expressed as a Moment 1017 e3 ••
for Two Pa Adhesive Set S stems . .. ..
Tile Application Mita ri% rte Attachment
• Resistance • • •
• X6.1
Tile
Profile
Adhesive
tdrements.
•
••
•• •
• •
Minimum Attachment
Resistance
88.61'
!MA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 5 of 7
•
•
•
• •
•
• •
•'
•
• •
Table 6$. Attachment Resistance Es;oressed as a Moment • Mr (ft•ibf)
for Mortar Set - terns
Tile
Profile
Monier Mille Villa, Roil, end
Capri Tie
Mortar Set
Attachment
Resistance
20.60
5 . LABELING • •
AU tiles shall boar the imprint or • • •
following starement: "Miami -Dade Counidentifiable
y I Productt Control Approved". p f
6. BUILDING PERMIT REQUIREMENTS
•
6.1 Application for building permit shall be accompanied by copies of the follow ••• •
6.].1 This Medea of Ampullae. • •
6.1.2 Any other documents required by the Building Official or applicable bo':$itt:
God* In ordor to properly evaluate the ittsrallation'of this system. • • • • • • •
•
9 'd I176d'oN
END OF THIS ACCEPTANCE
PROFILE DRAWINGS
MQtttER LIPETILE VILLA CONCRETE ROOFTILE
IYOA Nod 02- 1205.05
Expiration Dates 121t6/07
Approval Data: 0t/07/03
page 7 of
•
NOA No.: 02430545
Expiration Dates 12l1dJ07
Approval Date: 0UO2J03
rage 6of7
• •
••••
•
• • •
• • ••••
• •
••••
• • •
•• • ••• •
• ••• •
•
• • • •
•• •
• • •
•• • • •
• • •
• ••
• •
•• •
• • •
•
•
••
•
•
11
113.112
13'
MONI ER LIFETILE ROLL CONCRETE ROOF TILE
11'
••••
•
••••
• MONIER UvETILt CAPRI CONCRETE ROOF TILE
.. ..
• •
• • ••••
• • •
•• • • •••
• • •
•• •
•
• •
•• •
• • •
• ••
•• •
• • •
• ••
• • •
• ••••
• • ••••
• • •
•• • ••• •
•
•
•
• • •
•
• •
•••••
• •
•
.
•
• •
• •
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
1 Alfo
L
S
3 V 0
1 454 /
•
3 AtifitoziO
E1ECp
•
•
Page 3a
Parapet Wall Height W 6 Ft.
Mean Roof Height 9 Ft
Page 1 of 1
• •
• • •
•
•• • •
• •••
• • •
•• •
•
• • •
• • •
•.•• • ••
• •
• • •
• • • • •
•• • •• • ••
•
• •
• • • •
• • ••••
• •
• • • •••• • •
• • •
http:// www. miamidade. gov/ building /roofing permiting /section_c_4_2.html 4/1/2007
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section C (Low Sloped Roof System)
Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A)
in the text box.
Base Sheet(s) & No. of Ply(s):
GAF one layer 75# base sheet
Base Sheet Fastener /Bonding Material:
NOA No: 03- 0501.05 System Type: 1 1/4" RS nails & 1 5/8 tincaps
Wind Uplift Pressures, From RAS 128 or Sealed Calculations: Ply Sheet(s) & No. of Ply(s):
(P1) Field: -52 psf (P2) Perimeters: 87.3 psf 3 layers PLY IV
Ply Sheet Fastener /Bonding Material:
(P3) Comers: 131.4 psf hot asphalt
Maximum Design Pressure, From the Specific Top Ply:
NOA System: -52 psf 1 layer fiberglass cap sheet
Top Ply Fastening /Bonding Material:
Deck type: 1" x 6" T & G hot asphalt
• These decks require a fastener pull test by Surfacing:
an approved test laboratory
Other Deck Type:
n/a
Deck Support Spacing:
n/a
Roof System Manufacturer:
n/a
Single Ply membrane: ••••
• •
n/a ••••
• • • •
•• • • ••• •
Single Ply Sheet Width: n/4 • • • • V2 sheep vier': •
•
:12 No. of Single Ply 1/2 sheets: FM 'I' •
Single Ply Membrane Fasteriinaonding Meerut: •
•••• • ••
Fire or Vapor Barrier: n/a • • • • •
n/a • • u • e • • or weigh.. 3'+ fa ce 26 •
Drip /GS •
Edge Metal Size & tag • • •
Anchor/Base Sheet & No. of Ply(s): • • • ! • • • •
Drip /GS Material Type: GarVin,Z@d Metal.. • •
one layer 75# base sheet •
Anchor /Base Sheet Fastener /Bonding Material: Drip /GS Hook Strip /Cleat M ;(aI g @dgp or weigh! • N 7 A • •
1 1/4" RS nails & 1 5/8" tincaps Parapet Coping Metal Size & Gauge or weight: N��;
Insulation Base Layer Size & Thickness: Coping Material Type: N/A
Parapet Hook Strip /Cleat Metal gauge or weight: N/A
Slope: 1/8
n/a
Insulation Base Layer Fastener /Bonding Material:
n/a
Insulation Top Layer Size & Thickness:
n/a
Insulation Top Layer Fastener /Bonding Material:
n/a
Wood Nailer:
n/a
Wood Nailer Fastener Type and Spacing:
n/a
FASTENER SPACING FOR BASESHEET ATTACHMENT
9 ^ oic @ laps & 2 rows @ 9
1. Field:
2. Perimeter:
3. Comers:
Fastener Type :
N/A
Altemate Fastener: n/a
6 ^ o/c @ laps & 4
6 ° o/c @ laps & 4
rage t utG
rows @ 6
rows @ 6
NUMBER OF FASTENERS PER INSULATION BOARD
Field: n/a Perimeter: n/a Comer: n/a
http : / /www.miamidade.gov/building/ roofing_ permiting /section_c_4 %202.htm 4/18/2007
MIAM FDADE
ING 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:Higlr Velocity «u ricane'
Zone of the Florida Building Code. ' • • • • • • •
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1141,";ity, state grid • •
following statement: "Miami Dade County Product Control Approved", unless otherwisgnotgd hereig • . •
RENEWAL of this NOA shall be considered after a renewal application has been fileddanct there har,no
change in the applicable building code negatively affecting the performance of this procict..' . • • • •
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:10/2.3/03
Page 1 of 21
•
•
•
•
•
•
•
•
•
•
Deck Type 1: Wood, Non - insulated
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: GAFGLAS #80 Uhlman( Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS HeatWeldTM Smooth or RUBEROID SBS Heat Weld 25 base sheet
mechanically fastened to deck as described below;
Fastening Options: • GAFGLAS® Ply 4 ®, 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)
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #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 PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps'a1'a' .
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows9' o.c. in fig�
field. (Maximum Design Pressure —52.5 psf, See General L eitgipn #7) . . •
GAFGLAS #75 Base Sheet or any of above Base sheets attached l a deck with.
Drill-Tec (GAFTZTE) #12 or #14 Screws and 3" Plates, 12" o v.•iri rows Qne .
row is in the 2" side lap. The other rows are equally spaced appi0eimatel}► 9" • •
•- •
o.c. in the field of the sheet. • • .. -
(Maximum Design Pressure —60 psf, See General Limitatio ; •
Any of above Base sheets attached to deck approved annular ring chink nails..
and 3" inverted Drill Tec (GAFTITE) insulation plates at a fastener spacings . •
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 (GAl• 1'rrB) #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® 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.
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- 40lbs./sq.
; NOA No: 03-0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 18 of 21
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 20 lbsJsq with an
application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; 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 400lbs.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 19 of 21
Membrane Type:
Deck Type 1:
Deck Description:
System Type E (2):
Anchor sheet:
Ply Sheet:
Cap Sheet
Maximum Design
Pressure:
Maximum Slope:
BUR
Wood, Non - insulated
19 / 32 " or greater plywood or wood plank
Tile Underlayment, Base Sheet mechanically attached.
GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 or Tile -Mate Base
Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet
may be applied at a right angle (90 °) to the slope of the deck with approved
annular ring thank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side
lap, and two 12" o.c. staggered rows along the center of the sheet.
(Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exPlyTM 6
sheet, GAFGLAS #80 UltimaTM, 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- 40lbs./sq.
One ply RUBEROID® MOP, RUBEROID® MOP PLUS or Tile -Mate Cap
membrane may be applied at a right angle (90°) to the slope of the deck* adhered
in a full mopping of Type IV asphalt applied within the EVT range and at a rate
of 20- 40lbs./sq. Membrane shall be backnailed to deck with approved annular
ring shank nails and tin caps in accordance to applicable Building Code. No
nails or tin caps shall be exposed
• •
• •
* Membrane may also be installed parallel to the slope of the road (i.e . • ; .:
strapping). If membrane is strapped, then anchor sheet and ply tIM4t thust alsObe
strapped.
Refer to tile manufacturer' s NOA.
....
•
• •
.• ..
•.. •
•. •
• • •
• ..
• . •
•. •
• .
Must Comply with Roofing Application Standard RAS 118, Rip 119, RAS Lal •
and applicable Building Code.
• .
• • ••••
• . .
• • ••• •
NOA No: 03-0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 20 of 21
1
A
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 1 /a" Dens Deck or V2 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 pattem of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
1, 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 12lbs./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)eirie of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. it the . •
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 e4 a ment is based
on a minimum fastener resistance value in conjunction with the maximum design lake liste i n •
a specific system. Should the fastener resistance be less than that required, as deWehined thy •
Building Official, a revised fastener spacing, prepared, signed and sealed by a 1 on Regisiered: •
E n g i n e e r , Architect, o r Registered R o o f C o n s u l t a n t m a y be submitted. Said re i listener spicing . •
shall utilize the withdrawal resistance value taken from Testing Application St adaidt TAS IA••and •
calculations in compliance with Roofing Application Standard RAS 117. • • • • • • • •
• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure raqu • •
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 (Le. perimeters, extended . corners and comers).
(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:1 /03
Page 21 of 21
P
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) Continued
Top Coat (Optional): "Gacoflex UA-65" Series (various colors), applied
at1 gal /sq or "Gacoflex UA -60 "; applied at 14/4 gal /sq (12 dry mils).
Deck: NC Incline 1/4
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly -
foam 303 ", 1 in. min.
Base Coat: One or two applications " Gacoflex UB-64 ", 1 gal /sq/
application (12 -24 dry mils).
Surfacing: "Gacoflex UA-65" Series 1 gal /sq or " Gacoflex UA -60 ",
applied at 1 -1/4 gal /sq (12 dry mils).
. Deck NC Incline: 1/4
Foam: "Poly -Iso" or "Poly -Iso Special" with " Polyfoam 251" or "Poly-
foam 303 ", 1 in. min.
Base Coat: One or two applications " Gacoflex UB- 7050 ", applied at 1
gal /sq /application or three applications, applied 1 -1/4 gal /sq/
application (16-32 dry mils).
Surfacing: " Gacoflex UA -65" Series (various colors), applied 1 gal /sq
(12 dry mils).
Deck: NC Incline 1 /2
Foam 'Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly-
foam 303 ", 1 in. min.
Base Coat One or two applications " Gacoflex UB- 7050", applied at 1
gal /sq /application or three applications, applied 1 -1/4 gal /sq/
application (16-32 dry mils).
Surfadng. "Gacoflex UA-60" Series (various colors), applied 1 gal /sq
(15 dry nrils).
Deck NC Incline 2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly -
foam 303 ", 1 in. min.
Base Coat " GacoSil 5-1000" or " GacoSil 5- 1600" (GacoRoof), applied at
I gal /sq (10 dry mils). .
Surfacing: " GacoSil S -1000" or "GacoSil S- 1600" (GacoRoof), applied at
1 gal /sq (10 dry mils).
Deck NC Indine 1
Foam: Polyfoam 251" or "Polyfoam 303 ", any thickness.
Surfacing: " Gacoflex Ure- Shield 7007 ", 40 dry mils.
Deck NC Incline: 2
Foam Polyfoam 295 ", any thickness.
Base Coat " Gacoflex A-3211", 1-1/2 gal /sq (14 dry mils).
Surfacing: " Gacoflex A -3200" series (various colors), 1-1/2 gal /sq (14
dry mils).
Dada NC Incline: 2
Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness.
Base Coat One or two applications " Gacoflex UB- 7050 ", applied at 1
gal /sq. /application (16-32 dry mils).
Surfacing: One application of " Gacoflex A -55 Series" (various colors),
applied at 1 -1/2 gal /sq. (15 dry mils).
Dada NC Incline: 1 /4
Foam: "Polyfoam 251 ", " Polyfoam 275" or "Polyfoam 303 ", any thick-
ness.
Base Coat: " Gacoflex UB-64," applied at 1 -1/2 gal /sq. (18 dry mils).
Trowel Coat 30/60 mesh crushed walnut shells mixed at a rate of 5
lb/gal with " Gacoflex UB -64," applied at 1 -1/2 gal /sq or " Gacoflex
UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast
application of 30/60 mesh crushed walnut shells applied at 7-8 lb/sq.
Surfacing: "Cacoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils).
Deck: NC Incline: 2
Foam: " Polyfoam 275 ", any thickness.
Primer. "E -54" (not UL Classified), 0.67 gal /sq.
BasetTop Coat "U -62 ", 2.0 gal /sq.
Base Coat: "Cacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils).
Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5
lb/gal with " Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex
UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast
application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq.
Surfacing: " Gacoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils).
Dace NC Incline 2
Foam: " Polyfoam 275 ", any thickness.
Pruner. "E -54" (not UL Classified), 0.67 gal /sq.
Base/Coat: "U-62", 1.25 gal /sq.
Base Coat: "U -62," 0.75 gal /sq.
Base Coat (Optional): "U -62," 0.75 gal /sq.
Base Coat "U -62," 0.75 gal /sq.
Surfacing (Optional): walnut chips at 9 to 11 Ibs per sq.
Deck: NC Incline: 2
x005 HOOFING MATERIALS AND SYSTEMS DIRECTORY
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 173
Roofing Systems (TGFU) — Continued
Primer (Optional): "taco Primer ", (not UL classified).
Base Coat " GacoSil S -1600" ( GacoRoof) at 1 gal per sq.
Top Coat "GacoSil S- 1600" ( GacoRoof) at 1 gal per sq.
Surfadng (Optional): Roofing granules applied at 30 to 35 ibs per sq.
GAF MATERIALS CORP R1306
1361 ALPS RD, WAYNE NJ 07470
"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 is thimin) gyps board or 1/4 in. thick (min) G-P Gypsum
Dens -Deck® may be used in 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. 1f 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
Gsum Dens -Deck® in hot asphalt.
Ultra" is an acceptable alternate to "EnergyGuard" in any
applicable Classification.
GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani-
cally 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 "EVER -
GUARD" 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. Pol sty
rene reference in any of the following Classficatons include "ENERGuardYEPS
Insulation ".
References to glass fiber insulation include "EnergyGuard Fiberglass Insu-
lation".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
T ppee G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base Sheet" or
" G 480 ULTIMA" ) is a suitable alternate for Type GI asphalt glass
fiber ply sheet ( "GAFGLAS Ply 4" or "CAFGLAS Ply 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 (Per4oratedp or "G a....
Stratavent Eliminator Venting Base Sheet (k�tlgble)" . Pe'rfoiated to 1 ' '
:
mopped and 'tellable to be mechanically atteshed granule side€e 'n.
•
As an oopption ype G2 asphalt glass maf; a i$eet ("G•A,FoS.AS B75 Base... •
Sheet", "'GAFG 480 UL or "GAF Stratevent Eliminatot Venting Base
Sheet ( Nailable)" may be substituted for' G? %Vitals lass r ply sheet.. • •
( "GAFGLAS Ply 4" or " GAFGLAS Ply tr "•)•a�s•tre natk�t•laasA ply in he '
following systems. • • • • • • •
Bottom ply or base sheet may be solid :opj,i pot mw gr mechani , , •
cally fastened.
Unless otherwise indicated, all insulatiotsonaq�be hot mepped'br mechatif
•...
tally fastened. • •
GAFGLAS Flashing" or " Ruberoid" ma: be used for flastlin iji any of Vv.,
Class A, B or C systems listed below. • •
When " perlite" is referenced, this includes "GAFI'EMP PBItM1ALITE® "' '
any other UL Classified perlite insulation.... ' : • • • • • • • •
Crushed stone or slag are suitable alternates for gravel in any 0f,ne Class A,
13 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, 13 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 insula-
tion m any of the following Classifications.
Trumbull "Perna Mop" may be utilized with any of the following "Asphalt
Felt Syysstems with Hot Roofing Asphalt ".
GAFGt.AS 080 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 Pennalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot
Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq.
Class A, B and C
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
" Ruberoid Mop" SBS products in any applicable Classification.
Class A
174 ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
1. Deck: C -15/32 Incline: 3
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 Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15/32 Incline: 2
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 Cl "GAFGLAS P1y 4" or
" GAFGLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
torllr r u utlrrr,,ihv, wood fiber / isocyanwrate composite, phenolic, 2 in.
max.
Ply Sheet: Two or more layer; Type G1 "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
4. Deck: NC Incline: l/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber
Incline: I
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 G1 "GAFGLAS Ply 4" or GAFGLAS
Ply 6 ".
Cap Sheet One layer Type G-3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
6. Deck: NC Incline: 3
Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ".
Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet One layer Type G-3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
7. Deck: C -15/32 Incline 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, ure-
thane, perlite /isocyanurate composite, perlite /urethane composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet One or more layers Type Gl, G2 or G3.
Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or "Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.
8. Deck C -15/32 Incline: 2
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.
Base Sheet Two or more layers Type G2 or G3.
Ply Sheet (Optional): One or more layers Type Gl.
Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule),
" Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granule)
or " Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
9. Della NC Incline: 2
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
Base Sheet One or more layers Type G2; "GAFGLASS #75 Base Sheet ".
Ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6".
Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
Surfacing: "Fireshield MB ", 2.5 — 3.0 gal. /sq.
Class B
cuua nvvrintu mwt ttiLALS ANU SYSTEMS DIRECTORY
Deck: C -15/32 Incline: 3-1/2
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: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6"
Cap Sheeh Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
2. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanura to composite. phenolic. 27
thickness.
Base Sheet: Two or more layers Type Gl, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or " Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C -15/32 Incline: 1/2
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.
P1y Sheet Three or more layers Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: 'Special Roofing Bitumen" 201bs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Ciao A
I. Veck: 15, i' Incline: i, .:
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyaR tr4tg composite, perlite/
urethane composite, wood fiber issocyanurAto composite, rheadi•,•m
thickness. • • • • • • • •
Ply Sheet Three or mgr. j rs Type' • C f l• "(1AFGLA•S•:lx: •n
"GAFGLAS Ply 6 ", hot mo p i N : with coal tar bitumen. • •
Surfacing: Gravel
COMBINATIO • N'I'IOT r1ND 3l.STEMS•
eat.,sA • ••
• •
1. Deck: NC !nohow: 2.
Insulation (Optional): Cy v% prom lays NO wood iilievarslv
fiber, 2 in. max. • •
Ply Sheet Three or mpie Zay :rs Type "GAFGLAS Ply'a;'
"GAFGLAS Ply 6". • • .G.1: •
Surfacing Grundy Indastrirs• "� 1 MB Ahereinum Rooft:y"'t
1-1/2 gal/sq. •• • ••• • • •
2. Deck: NC Incline'1„
Insulation (Optional): One or more layers perlite, wood fiber. gla,
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite;
urethane composite, wood fiber /isocyanurate composite, phenolic. in
thickness.
Ply Sheet Three or more layers Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
3. Deck NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass him
mat system.
4. Deck NC Incline: 2
Insulation (Optional): lsocyanurate, perlite, isocyanurate/cornpesite.
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet One ply Type G1 or G2, mechanically fastened or but
mopped.
Ply Sheet One or more plies Type Gl or G2, adhered with hot room):
asphalt.
Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 - .:
gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
5. Deck: NC Incline: I
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, woad !iv
mechanically fastened, any thickness.
Base/Ply Sheeh One or more plies Type G1 or type G2, hot mhmd a
place.
Coating: "Fibered Aluminum Roof Coating ".
1.
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) — Continued
Owner's Notification for Roofing Permits issued under the Florida Building Code
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing
Considerations
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner war
the required roofing permit, and to explain to the owner the content of this section.. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owners initial in the adjacent box indicates that the
item has been explained
✓ (AWi. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurrcane
Zone) are for the pufpose of providing that the roofing system meets the wind resistance and water
intrusion performance standards. Aesthetics (appearance) issues are not a 'consideration with respect to
workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a
zoning code, should be addressed as part of the agreement between the owner and the contractor
a M 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system)
Q'YYt 3. 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
(� j 4 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of they oof decking
V can be viewed from below. The owner may wish to maintain the architectural aapeawce, thgjgae.
roofing nail penetrations of the underside of the decking may not be acceptable'.T.Me Florida 43t.aing Coce ••
provides the option of maintaining this appearance. • •• • •
0 -1' 5 Ponding Water: The current roof system and /or deck of the buildinirraaynot drawn weli and. •
V may cause water to pond (accumulate) in low -lying areas of the roof. Ponding carabe an inaic' 0 of •
structural distress and may require the review of a professional structural enginaar•Rondin .may shorte
r..
the life expectancy and performance of the new roofing system. Ponding condieiono•may flat diatitdenl.
until the original roofing system is removed. Ponding conditions should be corrected. • •6
Q lSI 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that t'he3Gpdf is npt •
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may blgdik•thii • •
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install oJellow
scuppers in accordance with the Florida Building Code, Plumbing.
a -r^ 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 oe
reduced. It may be beneficial to consider additional venting which can result in extending the service life c
the roof
1/ Owner's /Agent's Signature
Date Contractor Signature
•
Owner:
!Inspection Number: INSP -49847
Permit
Number:
RF -5 - 07 -1037 `l
Inspection Date: 06/08/2007
Inspector: Rodriguez, Jorge
Job Address: 78 98 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: CARRUTH ROOFING CO INC
Building Department Comments
Thursday, June 7, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130900
Lot:
Phone: (305)759 -2005
re -roof flat slope roof flat 75# base mop 3 plies ply IV
fiberglass cap sheet 3x3 eave drip slope 1 -30# feelt T.0
3x3 eave drip mop on 1 -90# slave monier cement tile
JUN a 8 2007
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 1 of 2
re -roof flat slope roof flat75# base mop 3 plies ply IV
fiberglass cap sheet 3x3 eave drip slope 1 -30# feelt T.0 .
3x3 eave drip mop on 1 -90# slave monier cement tile
MAY 3 1 2001
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
oraTe
t rsee r dim
Inspection Date: 05/30/2007
Inspector: Grande, Claudio
Owner:
Job Address: 78 98 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: CARRUTH ROOFING CO INC
Building Department Comments
Tuesday, May 29, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Hot Mop
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130900
Lot:
Phone: (305)759 -2005
Page 1 of 2
re -roof flat slope roof flat 75# base mop 3 plies ply IV
fiberglass cap sheet 3x3 eave drip slope 1 -30# feelt T.0 .
3x3 eave drip mop on 1 -90# slave monier cement tile
MAY 2 5 2007
/ ( 7 mnsPect0r
Passed
Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: 05/25/2007
Inspector: Grande, Claudio
Owner:
Job Address: 78 98 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: CARRUTH ROOFING CO INC
Building Department Comments
Thursday, May 24, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130900
Lot:
Phone: (305)759 -2005
Page 2 of 2
Date
Wednesday, May 23, 2007
05/23/2007 Check
Receipt
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Number: RF -5 -07 -1037
Invoice Number: RF -5 -07 -28575
Applicant:
Company Name: ROBERT N MIMS TR
Owner Address:
78 NE 98 ST
MIAMI SHORES, FL 33138
Job Address:
78 98 Street NE
Miami Shores Village, FL
Payment Type Check Number
3680
Amount
$334.90
Change
$0.00
Total Payment: $334.90
Page 1 of 1
Project Address
78 NE 98 Street
Miami Shores Village, FL
Owner Information
ROBERT N MIMS TR
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Address
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$13.80
$4.60
$300.00
$9.00
$7.50
$334.90
Parcel Number
1132060130900
Block: Lot:
78 NE 98 ST
MIAMI SHORES FL 33138 -2335
Contractor(s)
CARRUTH ROOFING CO INC
Phone Cell Phone
(305)759 -2005
Type of Work: Re -Roof
Additional Info: COLOR THRU
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
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Wednesday, May 23, 2007
Expiration: 11/19/2007
Total I Amt Paid I Amt Due
$ 0.0 $ 0.0
Payment Type:
Ct<
W' 2 3 PAID
$ 0.00
Applicant
Phone
ROBERT N MIMS TR
CeII
Valuation:
Total Sq Feet:
$ 23,000.00
2912
Available Inspections :
May 23, 2007
Date
Inspection Type:
Tile In Progress
Hot Mop
Up Lift Report
Tin Cap
Final Roof
1
NOTICE OF COMMENCEMENT 11 1111 iIIII 11111 11111 11111 iIIII�IIIi 1111 11 11
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TINS OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
2. Description of improvement:
CFN 20 07R0519928
OR Bk 25642 Fs 3283; (190
RECORDED 05/23/2007 10:44:10
HARVEY RUVIN? CLERK OF COURT
t1IAMI -DADE COUNTY? FLORIDA
LAST PAGE
1. Legal description of property and street/address:
7 f• l/ . fir
3. Owner(s) name and address: 4-/1/I
7( //I/ 1 9ff gy ,0 .F#ef; 5 ;yA,e.,:s ,z 53/31?
interest In property: €
Name and address of fee simple titleholder.
4. Contractor's name and address: . ,e0e7AX�� d?
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: sA r ) moA
1 HEREBY CERTIFY fhaf ?iris
Amount of bond $ ork;rrEr r•Is4 rn tr,;
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
Signature of Owner
Print Owner's Name
Notary Pubi
Print Notary's
My commission expires:
Azadil A3 75 -iota
km`5' Or ,leet
' ■.•,,__ /N 1 15:;. • a•P• • •,« r
my
HARVEY RUVNN. C:L'ERK
ed as
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Wes' 41-
Sworn to and subscribed before me thiceli, day o 20 01
Prepared byyrJ G"1i5l/v�
Address:1Q Ave '#6' 7
�A0yiAW,"
Contractor's Address
$ Value of Work For this Permit ...ta
. 0,r/ i ;,q
Submittal Fee $
Notary $ —
Scanning $ cI -oo
Code Enforcement $
Total Fee Now Due $ 53410
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING �l �a1
PERMIT APPLICATION p(w,,
FBC 2001
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) /ff_5 , .&A/ " /, Phone #
Owner's Address 78:
City z/ 5" State A Zip 35. 37
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
‘
Type of Work: ['Addition fAlteratioh ❑New
Describe Work:
Master Permit No.
Permit No. a 0
Square Footage Of Work: 9/p--
MAY 2 2 2007
City Miami Shores Villas e County Miami -Dade Zip
Es Building Historically Designated YES NO
Contractor's Company Name G �/�/Pet - e - "0.0 i 6 .l Phone # -1 -d
City le? 1;02. ?'- . # 2,4 ' $ State i Zip
Qualifier ,�
State Certificate or Registration No. ee'e P49J 7/ Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Repair/Replace_
Demolition
****************************F
*, * ** * *, * * *, * * *** Fees, * *, * * *, * * * * * *** **** * * *** * * * **
�
Permit Fee $ 00 -= • CCF $ IS - 0,'O �' C n O /CC
Technology Fee $ �- )(0
Radon $ Zoning Bond $
Structural Plan Review. $
Training/Education Fee $ 4 1 -CQO
OX
MAY 2 3 PAI®
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 peranit-is issued -In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
NOTA
Sign
Prin
My Commission
Chc 05/13/03
Owner or Agent
The foregoing instrument was acknowledged before me this
day o . ;, 200, by ah
w . ersonally nown tom or who has produced
As identification and who did take an oath.
VIA
-
IRE Septenter 2, 20f1-
• Bonded Ito Notary p °bra Wanton
Signatures _ (
Contractor
The foregoing.instcument was acknowledged before
day. iL,21■ . 20 0 7 b
ersonal� known
NOTARY - P
Si
Prin
My Commission Ex
e o has produced
as identification and who did take an oath.
* * * * * * * * * ** *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** *** * ** ** ** * * * ** ** * * * * * * * * * * * * * * * * * * * * * * *
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning