1280 NE 101 St (13)Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 0 2. Time
Type Insp'n
Permit
Addressr -
Company
Phone #
For Inspector?
`7';',
IP 6/ c
� oa3,ss�
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
/o 3 .j
Date
Type Insp'n
Permit No.
Name
Address
Company
Phone # C 3c)
For Inspector:
a
Time
4 ,0(3 Name &
L oo7 �3
Type Insp'n
Permit No.
Name
Address
Company
Phone #
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date ) ` O
For Inspector:
Correction
Re- Insp'n Fee
firgAiurn
Time `3
3 I II
l g t� r 1 v s)
oi
II
1
• • ••• • • • ••
PERMIT 4.PPLIQ4 ZION B'OR MIAM I SHORES VILLAGE
• • • ••• • • •
ate / / o) Job Address 1 2 N t � 1 •' 'r = , i�o 11-3z05-02-1- 001 O
/ Legal Description • • • • ` stoticillyDe gnated: Yes No /�
1 • • • • • •
Owner/Lessee / Tenant CI ,,,,Ua t w t.) 3 • • • • • • ' • ' ' • ' Master Permit # 6 P ' (9 3 . I ( S
Owner's Address \2-F)D N � 10 s• � Phone Q ��
• '
_ _ • •' ' • , _ n _ .n . 1c ( 1.4- t'�4. -•
Contracting Co. M Or' �Q�
Qualifi 11 ' - �a 6 Nz 3o5 - l(S g
er 1 '1 t� � cJ / � SS# ? � � / Phone
State # . S / 7 OD ( 9 7 Muni _ ; ., # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIPTION 1e.a.lr
APPROVED:
Zoning
Mechanical
%46..
.' om mission Expires:
". Angela M Becker
. d ` My Commission DD150048
Expires November 15, 2006
41n cry 3o av1 7 eaSi n t Wak
Square Ft. Estimated Cost (value)
• WARNING TO OWNER: YOU MUST RECORD A NOTICE COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT : I certify that all the foregoing information is accurate and that all work will be done in compliance wi all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
C.C.
Date
ommission Expire
NOTARY-5 0 / 0 BOND T '1 '
TOTAL DUE
ectrical
PAVING FENCE SIGN
4 ())0c
5016, v_400.1,24
110, op co
No ''as to '► • ntract • or Owner- Builder Date
Plumbing Structural Engineer
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2003 -113
Printed:1 /24/2003
Applicant: CLAUDIA
Owner: NAGY
JOB ADDRESS: 1280 NE 101
Contractor MURPHY ROOFS
Local Phone: (305) 892 -1700
Parcel # 1132050210010
FEE2 \443 -445
93-446
FEE2003 -447
FEE2003 -448
This Permit is granted to the contractor or buil
ordinances pertaining thereto and with the under
and approved by the proper municipal authorities
authorization. A further condition upon which thi
ordinances and regulatio' •ertaining to the wo,
by his agents, servan or • ' . oyees.
Signed:
Description
Building Fee
CCF
Buildier's Bond
Notary Fee
Total Fees:
PAY
TO THE
ORDER OF
0
°
In consideration of the issuance to me of this Bankof rica0
with the plans, drawings, statements or specific s I'�
myself, my age ervants or employes. { ACH R/r003100277
`' ..� l '` FOR 0 CO 0.
Building Permit
NAGY
CLAUDIA
ST
Page 1 of 1
Contractor's Address: OPERATING IN DADE COUNTY
Legal Description: MIAMI SHORES SEC 8 AMD PB 42-40 LOT 1 BLK 184 A LOT SIZE 135.000
Amount
$262.50
$9.60
$300.00
$5.00
$577.10
Total Fees: $577.10
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 7/23/2003 Construction Value: $16,000.00
Work: TEAR OFF OLD ROOF TO WOOD DECK DECK REPLACE ROTTEN WOOD TIN CAP 30 LB INSTALL ALVAN & FLASHINGS MOP 90 LB
If there is no permit package acce«ihla nn_the iob -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in
S e c a r i f v e n h n e d A n c u nt e n
MURPHY ROOFS
305-734-2503 PAGER
305 - 892 -1700
10903 N.E. 8TH COURT
NORTH MIAMI, FL 33161
detail
See bnc
DATE
1398
63 -4/630
13,
it) c DOLLARS 8 a:
NOTICE OF COMMENCEMENT 147
, st•
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION A
• •-•1
PERMIT
5TAT E OF rLoritoA
COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement
Legal description of property and street address:
2. Description of improvement: Ze-.13:4
3. Owner(s) name and address: nit„uot• pin
1 511 1/NA 0 v-e.c6
o "..Q."-7
Interest in property: tA)
Name and address of fee simple titleholder:
4. Contractor's name and address: AA
kOS
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond: $
6. Lender's name and address'
7 . Persons within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by Section 713.13(1)(a)7., Florida Statutes.
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro-
vided 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 in specified) —
Signature r Owner
Print Owner's Name t
_ CAOLL,C1 o
Sworn to a cribed before me this
Notary Pu
Print y's Name _
My Commission Expires:
123.0 7194 PAGE 3
TAX FOLIO NO. - 32. 05 - 0 2 -1 '0010
"..rurrnIsalon DD150048
. es November 15, 2005
STATE OF FLORIDA, COUNTY
HERE E3Y CERTIFY that this is a
ginol filed in this office on
iITNE.)S
NARVE
By
dad Of Seal.
'305-215-5
OF ODE
u c PY the
day 0
A D
ficial 20
of CI Jit and C unty Courts
Prepared by: v`i
accordance
Addre;:- 7Th . ••••••••$.:477.7._
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. t� � Process No.
Contractor's Name
Job Address
❑ Mechanically Fastened Tile ❑ Mortar
❑ p T tt�C ❑ Metal Panel /Shingles ❑ Wood Shing es es
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof Re- Roofin ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF
6b01 3_
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.
• i•
- i
•
•
ROOF CATEGORY
/' cF
rrN
L
• Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form
Surfacing:
Section C
All in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as'NA")
System Manufacturer:
NOA No.:
Design ■AAnd From RAS 128 or Calculations:
Pmax1: (f (P Pmax2: !Q ° Pmax3: / 0), 1
Max. Design Pressure, From the Specific NOA
System:
Deck:
Type:
Gauge/Thickness: -
Slope: �--
Anchor/Base Sheet & No. of Piy(s):
Anchor/Base Sheet Fastener/Bonding Material:
VD St
Insulation Base Layer.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of PIy(s): 7
Base Sheet Faster , r /Bonding Material:
/ N J
Ply Sheet(s) & No of PIy(s): r2 y 1 I)
PIy Sheet Fastener/Bonding Material:
-- f
Top PIy: (\ f k cL
Top PIy Fastener/ Bonding Materials
? U
9 Pi-
Low SIo
ed Roof S stem
Fastener Spacing for Anchor(Base Sheet
Attachment
Field: " oc Q Lap, # Rows Q • oc
Perimeter: ' oc Q Lap, # Rows , Q
Lap, # Rows aQ ' oc
Corner: • oc @ P�
Number of Fasteners Per Insulation
Board
Field Perimeter Corner
Illustrate Components Noted and
Details as Applicable: Edge Termination,
Woodblocking, Gutter,
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 Manufacturers Details that
Comply with RAS 111 and Chapter 16.
oc
arapet
Height
Mean
Roof
Height
Florida Building Code Edition 2002
-High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. /lf�� Process No.
Contractor's Name .)f
Job Address /2 9D to . / /
s
❑ As
Shingles
❑ New Roof
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
ROOF CATEGORY
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF
6bo aq6
M
❑ Mortar
❑ Wood Shing es es
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.
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
NOA No.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: l z tY Pmax2: /90 4 Pmax3:JW 1°
Max. Design Pressure, From the Specific NOA
System:
Deck:
Type: G OO°
Gauge/Thickness: `3 4 /i 1
Slope: P j
Anchor /Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fasteopr /Bonding Material:
/'Y kJ
Y iv
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material
Top Ply: PI 1 N
Top Ply Fastener/ Bonding Material
Surfacing:
Section C (Low SIo
aG
ed Roof System
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: " oc @ Lap, # Rows @ " oc
Perimeter: " oc @ Lap, # Rows @ " oc
Corner: • oc @ Lap, # Rows @ " oc
Number of Fasteners Per 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 Manufacturers Details that
Comply with RAS 111 and Chapter 16.
NEL_
FT.
■FT.
A
arapet
Height
Mean
Roof
Height
Roof System Manufacturer: U 1
Notice of Acceptance Number: q /
0
12 ' 0 1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pmax1: ''� Pmaxk 9 7. 3 Pmaii: 3 / •
Maximum Design Pressure 6
(From the NOA Specific System):
'
2 —
/
Method of tile attachment 4 7 c b ,
---_.e
Roof Slope:
:12
i
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
i
Section D (Steep Sloped Roof System)
Steep Sloped Roof System Description
Deck Type:
Ridge Ventilation?
Mean Roof Height:
Type Underlayment:
Insulation.
Fire Barrier:
Fastener Type & Spacing
Adhesive Ty
P4 6 3 Cr 4
ype Cap Sheet:
Roof Covering:
Type & Size Drip
Edge: d�,d
1
Owner's Notification for Roofing Permits issued under the Florida Building Code
NUAM1 -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing
Considerations
1
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of
Chapter 15 olr the Florida Building Code, Building govern The minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the
item has been explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water
intrusion performance standards. Aesthetics (appearance) issues are riot 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 bet omen the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: 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.
4. Exposed Cetittings: Exposed, open beam cetltings are where. the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,
roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code
provides the option of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
unfit the ortigtinat roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
s ;tJppers in accordance with the Florida Building Code, Plumbing.
� nV► 7. Ventilation: Most roof structures should have some ability to vent natural afrftow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. it may be beneficial to consider addtitionat venting vrhi h can result in extending the seniice fife of
the roof.
OtiwnefslAgeris Signature
ht tp: / /www.co.miami dade.fl.us/ bldg / roofing_permiting /owner_notification.html 9/26/2002
/I }/
Hate Contractor's Signature
High Velocity Hurricane Zone Uniform Permit ADplica:ion Form.
Section E (Tile Calculations)
(f Method 1 "Moment Based Tile Calcula ons Per RAS 127"
(P1: x =(1' a- Mg: =M1 .- NOA m 4'
NOA Mf
(P /L)C) i a i21._= ../ 7) t 1 ) - Mg: P..t. = Mr/ . (�� NOA M
.n• /cam.;. z X =77. l 4) - Mg: = r4
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA M
Method 3 "Uplift Based T
(P iI: = z w: = _�
(P x l: = x w: _
(P3 : x I: _ >< w: _
• e Calculations Per RAS 127"
z cos B: = F NOA F'
x cos 9: = Fr2: NOA F'
- W• z cos 9: = Fr3: NOA F'
`Must be used in conjunction a List of moment based tile systems endorsed by the
Broward County Board of Rul and Appeals.
For Uplift based tile systems use Method 3. Comps d the values for F' with the
valves for F If the F' values are greater than o qual to the F values, for each
area of the roof, then the tile attachment metho is acceptable.
J
Where to Obtain Information
Description
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Tile Dimensions
Symbol
P1 or P2 or P3
H
0
M.
Mr
M.
F
w
Required Uplift Resistance
Average Tile Weight
length
w= width
All calculations must be submitted to the Building Offi al at the time of permit application.
Where to find
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Job Site
Job Site
NOA
NOA
NOA
NOA
A
OA
M Required Moment Resistance*
15'
20'
25'
30'
40'
Mean Roof Height -
Roof Slope
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34
36.0
37.4
39.8
4:12
30.4
.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 Permit ADplica:ion Form.
Section E (Tile Calculations)
(f Method 1 "Moment Based Tile Calcula ons Per RAS 127"
(P1: x =(1' a- Mg: =M1 .- NOA m 4'
NOA Mf
(P /L)C) i a i21._= ../ 7) t 1 ) - Mg: P..t. = Mr/ . (�� NOA M
.n• /cam.;. z X =77. l 4) - Mg: = r4
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA M
Method 3 "Uplift Based T
(P iI: = z w: = _�
(P x l: = x w: _
(P3 : x I: _ >< w: _
• e Calculations Per RAS 127"
z cos B: = F NOA F'
x cos 9: = Fr2: NOA F'
- W• z cos 9: = Fr3: NOA F'
`Must be used in conjunction a List of moment based tile systems endorsed by the
Broward County Board of Rul and Appeals.
For Uplift based tile systems use Method 3. Comps d the values for F' with the
valves for F If the F' values are greater than o qual to the F values, for each
area of the roof, then the tile attachment metho is acceptable.
J
Where to Obtain Information
Description
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Tile Dimensions
Symbol
P1 or P2 or P3
H
0
M.
Mr
M.
F
w
Required Uplift Resistance
Average Tile Weight
length
w= width
All calculations must be submitted to the Building Offi al at the time of permit application.
Where to find
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Job Site
Job Site
NOA
NOA
NOA
NOA
A
OA
Dccaber 12, 2002
lqt, Rye Moody
Monier Lifctile LLC
135 N.W. 20 St-
Boca Raton, FL 33431
« Sr E -mgr Profile Te Renewal _N . 02- 1205.04
Dear Mr. I &v ndY
is to inform n f Proposed ,Action for the above rcfctnccd p a
71�s yo that the Notice o� Xi /PLANNING final • L •. • PM
=t:wat zturcher will be issued and sent to the Board of Rules and Appeals for their u which time the
December 13, 2002. We expect that the review will be completed within 20 days,
Notice ofAccept3 CC (NOA) will be issued.
By means o f this ltt er we are exter iiag the exgiratioA of the below listed NOA from the original of
December 16, 2002 dcp cation
date to Ianuary 17, 2003 to cover the committees final review time.
Please attach a copy of this Idler to the existing NOA at time ctpermittinp,,
Hi Profile Tile New Expt1 Pate January 17, 2003
99-1012,01 Mission "S Ewa- �
This letter expires January 17, 2003.
Webope this addresses your concerns, should you require any farther information Go this matter please
feel free to contact this office. •
SinctAely.
ecdore Berman, P.E.
Deputy Director
cc Hanka° F. Goosaler, P•R, Daectaz
VOA 1e
r ox:vntiectm sTwnus u t c �„ ,ae: UMW'
I inn mart= p 'fin
TnkI 2J I _rwu flQ! Al AM TD:
M3Alff -DADE COUNTY, FLORIDA -
METRO -DAVE FLAGL.ER BUILDING
(30613 1
FAX (30) 373490
PRODUCT OOA116101- DtVIStot4
(3C6) 375.2902
FAX (305)37Z-6339
PAGE:1
Approved: 12/30 /1999
FL 33431
Internet mail ■ddrees: postatritert @buildingeodeooline.eom
METRO -DADS FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
7—r7:77. cl,lrir 1603
(5 )... 2 FAX (305) 375-2527 375 -2558
CONTRACTOR ) 3 5 F966 FAX 375 -2908
PRODUCT CONTROL DIVISION
(305) 375-2902 FAX (305) 372-6239
r ijllV . �..: .
Monier Lifetile LLC
135NVii2
Boca Raton
application for product Approval of:
Your aQp es of
Mission "S" Espana-High ,P Tile governing the use of Alternate vlaten e M ;Dade
under Chapter 8 of the Code of e s c be he rein, has been recommended for County g g
and completely described he acceptance c
f ed herein.
Conn y i i1 an p liance Office (BCCO) under the conditions specified
Building Code Comp right to secure this
•
be valid after the expiration date stated below. BCCO reserves control testin;
This u t or material eria CO
not obsite or manufacturers plant Q or suspend
]me from a j BCCO may revoke, modify,
If this product o material at material erform in the approved manner,
t this product or material fails top of the South Florida Bu
material immediately. BCCO reserves the right to revoke this ap p r oval, if it is the use red BCCO CO hat thor is s product determined BCCO that this product or m aterial fails to meet the requirements
Code. d by the manufacturer.
The expense of such testing will be Inc
99- 1Q12.01 (R iscs No -: 97- 1124.1
Acceptance No.:
Expires:1212 /1� 2 v , aL
E'I SEE ADDITIONAL PAGES FOR SPECIFIC AND GE1 ER
THIS IS THE COVERSHE CONDITIONS
• BUILDING CODE Sc PRODUCT REVIEW COMMITTEE
Q Code
Approval has
the BCCO and approved by the Buildin
This application for Product App been reviewed by Florida under the conditions set forth above.
and Product FZeview Committee to be used in Dade County,
1 /1:44k
Raul Rodriguez
Chief Product Control Division.
concise° Quintana. R.A.
Director
Miarni-Dade County lice OFtic
l of 8 Building Code Comp
Honwpage: http : / /vrw .build in s codeonlinr.coto
PAGE:2
1. SCOPE
This revises a roofing system usin o Monier Lifetile Mission `S' and lrspana Mission
Concrete Roof Tile, as manufactured Monier Lifetile s L � Florida Bu ISection Code, t 4
Notice of .1-cceptance, Edition for Miarrii -Dade Count, For he a' the '' design pressure values obtain by do determined by SFBC Chapter
23,
calculations in. compliance with RAS 127 using the vallueslisted in section 4 herein. The
attachment calculations shall be done as a moment based system.
Category: Prepared Roofing
Sub Category: High Profile Tile
2. PRODUCT DESCRIPTION
Manufactured by
Apnn —t
Monier Lifetile LLC
Mission 'S' Tile
Monier Lifetile LLC
Espana Mission Tile
Trim Pieces
Dim�ns
l= I 6tA"
w = 13"
'V" thick
L = 17"
W = 12 3/8"
�Y" thick
1= varies
w - varies
varying thickness
Test Product
DC$Crl lion
$ necifitations
PA 112 High profile, interlocking, one - piece, 'S'
shaped, high- pressure extruded concrete
roof tile equipped with two nail holes. For
direct deck or battened nail -on, mortar set
or adhesive set applications.
PA 112 High profile, interlocking, one-piece. 'S'
shaped, high- pressure extruded concrete
roof tile equipped with two nail holes. For
direct deck or battened nail -on, mortar set
or adhesive set applications.
PA 112 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
2
Fran Zuloaga, RR•C
Roofing Product Control Examiner
PAGE:3
Product
Rainproof 11
2.1 Components or products manufactured by others
Product
D CSCri tit.
Ice and Water
Shield
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
("TileTite7M' )
Roof Tile Mortar
("Quikrete® Roof
Tile
fit 1 140")
Min. 10dx 3"
;g, 2 y" long
0335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
Test
Species lions
Dimensions
30" x 75' roll PA 104
36" X 75' roll
or
60 "x75'roll
36" N.75' roll
PA 103
Vertical Wood Preservers
Min. "x 4" Institute LP —
Horizontal
x
Min. 1 "x 4" for use
with vertical battens
or
Min. 1 "x 2" for use
alone
PA 114 Appendix E
PA 114 Appendix E
PA 123
PA 123
3
Single ply, nail -on
underlaymcnt with
2" self - adhering top
cdgc.
Self - adhering
underiayment
Salt pressure
treated or decay
resistant lumber
battens
Corrosion resistant
screw or smooth .
shank nails
Corrosion resistant,
coated, square
drive, galvanized
coarse thread wood
screws
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed For
mortar set roof tile
applications.
,, !ncturer
Protecr -O -Wrap
Inc.
(with current NOA)
W.R. Grace Co.
(with current NOA)
generic
neneric
• g eneric
Bermuda Roof
Company, Inc. with
current PCA
Quikrete .
Construction
Products with
Current PCA
Prank Zulonga, RRC
Roofing P Control Examiner
PAGE:4
Product
The .y
( "BONSALO
Roof Tile Mortar
Mix ")
Roof Tile
Adhesive
("Polypro®
AH160 ")
Roof Tile
Adhesive
TileBond
Hurricane Clip 84
Fasteners
Test Product
Specifications Desc nt'p°
ime i
N/A
N/A
Factory premixed
canisters
Clips
Min '/:" width
Min. 0.060" thick
Clip fasteners
Min. 3d x 1 ' /:'
PA 123
Two component Poly foam Products,
polyurethane Inc.
adhesive designed
for adhesive set
roof tile
applications.
See PCA Single component
polyurethane
foam roof the
adhesive
See PCA
i:rl nom.
EXPIRES
. AND R Cn�!1(�TTIO`i
Prepared mortar
designed for
mortar set roof tilt
applications.
PA 114 Appendix E Corrosion resistant
Flips with corrosion
resistant nails.
:Lccen..,s: . .
l■tunufacturer
W. R. Bonsai Co.
with current PCA
Flexible Products
(with current
NOA)
Generic
3. LIMITATIONS
3 For mortar or adhesive set tile applications,
3.1 Fire classification is not part of this acceptance• a static field uplift test shall be
.Certified Laboratory
to perform quarterly .. p pp ormed in accotaithe with services of 106.
Miami -Dade County Such testing
3.3 Applicant shalt to appendix 'A'.
terly test in accordance with PA lt_, apP
shall be submitted to the Building Code Compliance Office for review:
fiance with the applicable Rooftn "-
omp
3 4 "Minimum underlayments shall be in comp a
Applications Standards listed section 4.1 herein• be installed p rP
endicular to
30/90 hot mopped underlayment applications may
�.5 a unless stated otherwise by the underlayment material manufacturers
be in compliance the roof slop �� • . with chanter ?9 of the SFBC. 111111 nts shall
published literature. lications- Mt
3_6 This acceptance is for wood deck.app
� xxc
Roofing Product Control Examiner
4
PAGE:5
APf
EXPIRES :DCCEic.J
STa.l \L'"k
4. INSTALLATION ana Mission Concrete Roof Tile and its
4.1 Monier Lifetile Mission `S' and Espana
components shall be installed in strict compliancewith Miami Dade County Roofing
Application Standard RAS 118, RAS 119, and RP
4.2 Data For Attachment Calculations
Table 1: Aerodynamic Multipliers - t (ft')
x (ft')
Batten Application
0.262
Tile
Profile
Monier Lifetile Mission 'S and Espana""
Mission Tile
h (fta)
Direct Deck Application
0.284
Tile
Profile
3 ":12"
Monier Lifetile
Mission 'S',
Espana"' Mission
Tile
Table 2: Restorin• Moments due to Gravity - M. (ft-lbf)
5':12" 6 ":12'.
Direct
Deck
Direct
Deck
Direct
Deck
7 or
greater
Battens
Dired
Deck
Tile
Profile
Monier Lifetile
fission 'S'.
Espana Mission
Tile
Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf)
for Nail -On Systems
Direct Deck Direct Deck
(min 1 5132" (m Inwood)"
e plywood) p Y
Fastener Type
2 -10d Ring
Shank Nails 28
1 -10d Smooth or Screw Shank Nail is
2 -10d Smooth or Screw Shank
1 -10d Smooth or Screw Shank Nail
(Feld Clip) •
1 -10d Smooth or Screw Shank Nit
(Eve Clip)
2 -10d Smooth or Screw Shank Nails
(Feld Clip)
2 -10d Smooth r Screw rew Shank Nails
2 -10d Ring Shank Nails'
1 Installation with a 4" 61a headlap and fastemers are located a min. of 2'
27.6 27.6
Battens
5
cap, RR
Roofing Product Control Examincr
PAGE:6
Table 4: Attachment Resistance Expressed as a Moment M, (
ft-lbt)
Minimum Attachment
Resistance
29.3'
Tile
Profile
Monier Lifetile Mission S.
T� i M ion 'Tile
Adhesive
Espana ss
2 See manufactures com•onent approval for installation re • irements.
d Average weight per patty 10.7 grams.
.
031T1 Product. Inc. Average weight per pa 8 rams.
Flexibl e
Products Company -=legon
Poi
Table 4A: Attachment Resistance Expressed as a'Morrient - M1 ( f t -Ibf )
A .1
for Single Patty Adhesive Set Systems
Tile
Profile
Monier Lifetite Mission 'S',
=s pana " Mission Tile
4 Large paddy placement of • • rams of Pol ProT".
5 Medium paddy placement of 24grams of PolyProTM.
Tile Application
Expressed as a Moment - M� (ft�lbf)
Table 4B: Attachment Resistance s Systems
Attachment
Resistance
Tile
Profile
Monier lifetite Mission 'S
Espana " Mission Tile
Tile
Application
5`: LABELING of the manufacturer s name or logo,
All tiles shall bear the imprint . °D de County Product C °ntrol Approved" -
or following statement: "M
6. BUILDING PERMIT REQUIREMENTS by copies of the following:
6.1 Application for building permit shall be accompanied
6.1.1 This Notice of Acceptance.
6.1.2 Any documents required by the Building O the of South th Florida
Building Code (SFBC) in order toproperly evaluate the t
act•timaciM ID:
NOTICE OF ACCEPTANCE:
STANDARD CONDITIONS
6
APPROVED
77'n T.RES
: December 30, 1999
:December 16, 2002
ran Zuloaga, RRC Examiner
Roofing product Control E am
PAGE:7
JAN -2 -2003 THU_ 0a:02AM ID:
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
PROFILE DRAWINGS
MONIER LIFETILE MISSION `S' CONCRETE ROOF TILE
MONIER LIFETILE ESPANAT MISSION CON
"'7 : December 30, 1999'
EXPIRE
oaga, R.RC
Roofing Product Control Examiner
•
•
•
PAGE:8
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documents, including test- supporting data, engineering documents,
are no older than eight (8) years.
1 Any and all approved Pro statemen I t b ° M "Miami-Dade Dade County with
Product manufacturees city,
as
state, and the following
specifically stated in the specific conditions of this Acceptance:
3. Renewals of Acceptance will not be considered if;
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product i no longer holder has not complied with al the requirements of this acceptance,
c. If the Acceptance
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has.been
requested (through the fling of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shalt also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida
followed by the expiration date may be displayed in advertising literature. If any portion the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer need not reseal the copies.
3. Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8.
END OF THIS. ACCEPTAN
uaN -2- 101 TH-IU 09 : 03AM ID:
8
APYRO �'i Fi
EXPIRES . :D +=:.
ran • Zuloaga, RRC
Roofing Product Control Examiner
PAGE: 9
. 'M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE ( BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
This NOA consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida.Building_C.ode
DESCRIPTION: GAF Conventional Built -Up Roof System-for Wood- Deck:_
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or
and shall be available for inspection at the job site at the request of the Building Official.
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
. Deck Type:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product Dimensions
GAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixT"
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixT"' System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All
Weather Plastic Cement
(MatrixTM Standard
Wet/Dry Roof Cement
204)
RUBEROID® Modified
Bitumen Flashing
Cement
Jetblack Premium
Flashing Cement
GAFGLAS® #75
GAFGLAS #80 Ultima
Base Sheet
GAFGLAS Flex PIyTM 6
Roofing
BUR
Wood
-75 psf
See General Limitation #1
5, 55 gallons
60 lb. bags
5 gallons
1, 5 gallons
1, 5 gallons
5 gallons
5 gallons
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (I meter)
wide
Test
Specification
Product
Description
ASTM D 41 Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used for
flashing applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
ASTM D 4601
ASTM D4601
ASTM D 2178
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
Product
GAFGLAS Ply 4®
-GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
Eliminator Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT
Eliminator Perforated
Nailable
RUBEROID® SBS Heat -
WeIdT`' Smooth
RUBEROID® SBS Heat -
WeldTm Granule
RUBEROID® SBS Heat -
WeldTM 170 FR
RUBEROID® SBS Heat -
WeldTM PLUS
RUBEROID® SBS Heat-.
Weld PLUS FR
RUBEROID® SBS Heat -
WeldTM 25
RUBEROID Modified
Base Sheet
Ruberoid® 20
Ruberoid® Mop Granule
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D 2178
ASTM D 3909
ASTM D 4897
D3672
ASTM D 4897
D 3672
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D460I,
Type II, UL
Type G2 BUR
ASTM D 6163
ASTM D 5147
ASTM D 6222
ASTM D 5147
Product
Description
Type IV asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS -
modified base sheet
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Product
Vent Stacks (metal and
plastic)
GAF Aluminum
Emulsion
GAF Aluminum Roof
Paint (Matrix® System
Pro Aluminum Roof
Coating Fibered 302)
GAF Built -Up Rooting
Asphalt
RUBEROID MOD
Asphalt, Asphalt L &
Asphalt P
Tile -Mate Base Sheet
Tile -Mate Cap Sheet
Shingle- MateTM
Underlayment
TopCoat® Surface Seal
SB (Matrix 602 SB
Coating)
GAF WeatherCote®
MB +(Matrix 715 MB
Coating)
TopCoat MB +(Matrix
715 MB Coating)
WeatherCoteTM (Matrix
531 WeatherCote®
Elastomeric Flashing
Grade)
Matrix Low VOC
Matrix 101 System Pro
SBS Adhesive
(Ruberoid ®MB) Matrix
201 System Pro SBS
Flashing
(Ruberoid ®MB) Matrix
102 Select SBS
Adhesive
Test
Dimensions Specification
5 gallons
5 gallons
100 lb. cartons,
bulk
60 lb. kegs
39.37" (1 meter) ASTM D4601
wide
39.37" (1 meter) ASTM D 3909
wide
4 sq. roll
30 lbs.
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
PA 100(A)
ASTM D 1929
ASTM D 635
None
ASTM D2824,
Type I
ASTM D312, Interply mopping and surfacing asphalt
Types I, II, III
and IV
ASTM D3019
ASTM D3019
5 gallons ASTM D3019
Product
Description
One way valve vent used to relieve built -up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
Mineral colloidal bituminous emulsion with
reflective aluminum flakes
Non- fibered aluminum pigmented, asphalt
roof coating
SEBS modified asphalt
Asphalt impregnated and coated, fiberglass
base sheet
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass reinforced shingle underlayment
Surface coating for smooth
mineral surfaced roofs. •
Surface coating for smooth
mineral surfaced roofs.
Surface coating for smooth
mineral surfaced roofs.
Surface coating for smooth
mineral surfaced roofs.
surfaced and
surfaced and
surfaced and
surfaced and
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Product
Ruberoid® Mop Plus
(Granule)
RUBEROID MOP
Smooth
RUBEROID® MOP
170FR
RUBEROID® MOP FR
RUBEROID® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID® TORCH
PLUS (Granule)
RUBEROID® TORCH
FR
RUBEROID 170FR
TORCH
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID
ULTRACLAD® SBS
RUBEROID® Dual FR
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (I meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (I meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
39.37' (1 meter)
wide
39.37' (I meter)
wide
39.37" (1 meter)
wide
39.37' (1 meter)
Wide
Test Product
Specification Description
ASTM D 6222 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 6164 Non -woven polyester mat coated with
ASTM D 5147 polymer- modified asphalt and smooth
surfaced.
ASTM D 6164 Non -Woven polyester mat coated with fire
ASTM D 5147 retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D 6164 Non -Woven polyester mat coated with fire
ASTM D 5147 retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D 5147 Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
ASTM D 5147 Asphalt impregnated, coated felt, surfaced
with mineral granule.
ASTM D 6222 Heavy duty, polyester reinforced, asphalt
ASTM D 5147 modified bitumen membrane, granule
surface
ASTM D 6222 Heavy duty, polyester reinforced, coated
ASTM D 5147 with fire retardant asphalt modified bitumen
membrane, granule surface.
ASTM D 6222 Heavy duty, polyester reinforced, coated
ASTM D 5147 with fire retardant asphalt modified bitumen
membrane, granule surface.
ASTM D 6163 Non -woven fiberglass mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 6163 Non -woven fiberglass mat coated with fire
ASTM D 5147 retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D 6298 Woven fiberglass mat coated with Polymer
ASTM D 5147 modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
ASTM D 6164 Non -woven polyester and fiberglass mat
ASTM D 5147 coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
Deck Type 1:
Deck Description:
- System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet:
Fastening Options:
Ply Sheet:
Cap Sheet:
Wood, Non - insulated New Construction or Reroof
19 / 32 " or greater plywood or wood plank decks
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 to deck as described below;
GAFGLAS® Ply 4 ®, 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 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 PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or
#14 Screws and 3" Plates, 12" o.c. in 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.
C pfaximum Design Pressure-- 45- psf,.See Gener�r ! . Limitation #7)
GAFGLAS Flex PIyT`l 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
Maximum Design Pressur ' -52.5 psf, See General Limitation #J�
GAFGL • : ase ee or any o ove ase sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec (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 475 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #I2 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 D esign PP essure-7-5-psf Limitation #7)
One or more plie FGLAS ®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 ranee and at a rate of 20-
+0 ibs.isq.
(Optional) One ply of GAFGLAS® Miners Surfaced Cap Sheeladhered in a
full mopping of approved asphalt applied within tlie the-E range d at a rate of
20 -40 lbs. /sq.
.,xplrat: +;.: :...
Approval Date: f.
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 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.
Cxpl: i :id.. .. •
Approval Date: 05/23/0:
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/ 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 shank 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 FIexPlyT` 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 -40 lbs. /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 -40 lbs. /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 roof (i.e.
strapping). If membrane is strapped, then anchor sheet and ply sheet must also be
strapped.
Refer to tile manufacturer's NOA.
Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120
and applicable Building Code.
E plration Date: 11/04/03
Approval Date: 05/23/02
Page 20 of 21
•
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically
anchor sheet.
2. Minimum 1/4" Dens Deck or 'A Type X gypsum board is acceptable to be installed
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and /or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field- tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 1 17.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet 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.)
END OF THIS ACCEPTANCE
fastened base or
directly over the
NOA No: 02- 0408.09
Expiration Date: 11/04/03
Approval Daze: 05/23/02
•
. ,,
•
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) — Continued --
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
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
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 G1 "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 G1 "GAFGLAS PIy 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/
urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in.
max.
Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
5. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet: One (dyer of Type G2 "GAFGLAS #75 Base Sheet" (may be
nailed).
PIy Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS ,Mineral Surfaced Cap
Sheet ".
6. Deck: NC Incline: 3
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ".
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4"
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
7. Sheet ".•
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: 0-_ .. , !avers of Tvpe GI,
Membrane: One or more layers of "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.
'I 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 of Type G2 or C3.
Ply Sheet (Optional): One or more layers of Type G1.
Membrane: One or more lavers of "Ruberoid Torch" (smoohi-
grarn.:1,! „
ROOF COVERING MATERIALS (TEVT)
oofing Systems (TGFU) Continued
"GAFGLAS Mineral Surfaced Cap Sheet", hot mopp
Class B
Deck: C -15/32
Incline: 3 -1/2
�j Insulation (Optional): One or more layers
fiber, isocyanurate, urethane, perlite/isocyanurate t composite, p glass
urethane composite, wood fiber /isocyanurate composite, phenolic any
thickness.
Ply Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6"
Cap Sheet 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 /isocyanurate composite, phenolic, any
thickness.
Base Sheet Two or more layers of Type G1, G2 or G3.
Membrane: One or more layers of "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.
1. Deck: C -15/32 Class C
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.
Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 lbs/sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
1. Deck: C -15/32 Class A
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.
Ply Sheet: Three or more lavers of Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing. Gravel.
COMBINATION HOT AND COLD SYSTEMS
1. Deck: NC Class A
Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
Ply Sheet: Three or more layers of Tvpe G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6".
1 lacing : Grundy Industries "al MB Aluminum Roof Coating" at
2. Deck:�NC q Incline :l
or I 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.
PIy Sheet: Three or more layers of Type GI "GAFGLAS PIy 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
3. Deck: NC
insulation: One or two layers "Isotherm R ", 4 in.. hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2
Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite„
wood fiber and glass fiber, any thickness; mechanically fastened.
Base Sheet One ply Type CI or G2,
mopped. i fastened or hot
Ply Sheet: One or more plies Type
asphalt.
Surfacing: .. .
gal /sq or
173
;
The Sunshine State
IICO*3E KAMER
M610- 179-49 -415-0
DENTS WILLIAM MURPHY
10903 NE 8 CT
BISCAYNE PARK, FL 331814220
BIRTH DATE SEX HGT. REST. ENDORSE.
11 -16.48 M 6 A
ISSUED EXPIRES DUPLICATE
09 -14-98 11-15-04 10.18-01
ORGAN DONOR :III. SAFE DRNER
301101110002
Operation at a motor vehicle constitutes consent to any sobriety test required by law.
Date `i I Q"t Job Address On ) k ) , la ♦ pie, e> Tax Folio I I - -1 n- () 1 - t JV I D c
Legal Description 'f 1 fDA - o 1 Fc4 A , I' S. ���C,
Owner / Lessee / Tenant 0,IQ1 d n. k)etaq Master Permit # GOIV(J
IARn ICE I N Sk C r hone ��Jc� #
Ha ciend _ B N
Contracting Co. Address R--, . La vAerciae FL . 1L4
Qualifier 1�n I P 1,��, SS# ) - Phone an- - 7q -1 - w.1
State # Municipal # Competency kal),611(_ Ins.Co.
Owner's Address
Architect /Engineer M JA
Bonding Company NI IA
Mortgagor 1 U N
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIPTION efYlh�r sC.1. \ t oc °t replace (.J1c1 -h I Is.P ).S y • fl )C)-`Li 1
61-ocren OFT) a
Square Ft. (
2)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, P00 ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing i
be done in compliance with all applicable laws regula
autharize the above -named contractor to do the work
** *
APPROVED:
Si: ture of owner • / nd
D- 1
Notary as to Owner and /or Condo President
My Commission Expires:
ANITA G HAROLD
M Con nissioll CC3031122
EIIires Aug. 01, 1987
Bonded by ANB t i TA NOTARY TOTAL FEES: PERMIT
Zoning
Address
Address
Address
Estimated Cost(value) 41, r :1(.() )
Si
Da
n is ac rate and that all work will
tructi•• and zoning. Furthermore, I
PAVING FENCE SIGN
ctor or Owner- Builder
Notary as to Cp�actol NRIBuilder
My Commission + IA re s : My commission cc303822
* Expires Aug. 01. 1997
• j l Bonded by ANB
• 4�orAt�44' 8004152-56711 *
* **
Fire Other
Buildin: ' Electrical
Mechanical Plumbing Engineering
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 1 - 3aCel - ()al - 0010
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address:
2. Description of improvement: l i7G
3. Owner(s) name and address: l ,C LX. ] I' .1((
\ r ic>l rtt°t° ti M1 m 1 She FL-
Interest in property:
Name and address of fee simple titleholder: NIA
4. Contractor's name and address: e ---{aQ tJ� �[ � lnc
e.rvin ? a #14 . erclGCLQ_ I A_ 33 ,9tt4
5. Surety:(Payment bond reg fired by owner from contractor, if any)
Name and address: o� \�
Amount of bond $
6. Lender's name and address:
MIR
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: n1�A
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes. _ ^_ n I 1
Name and address: 3 y. in 0 s one. Pe e i[ L Y t
ao o ` 1 ` c t f d c . `Flu 4 -4 R- . l Q - rr ( 0
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)
0.),v-iLrA)0
Signature of Owner
Print Owners Name
Sworn to and slebScribed before me this
Notary Public Q
Print Notary's Name_
My Commission Expires:
Bondsd by ANB
�1RR Alto - 4870
STATE OF FLORIDA, COUNTY Or DADE
1 HERESY CERTIFY fha: this is o True co • of fh•
0 9ainot fi in f is office on d
CoontyCourto
w t s
4• 47 , •
ecL - le- rec
day of
, 19g_4_.
Prepared by:
Address:3�,r^�%l�C,rn�
k
12a01-52 2/99
4
lien Roofing Systems
fic:ations
t Concrete : ='
`Firestone MB "or
Venting‘Base'Sheet
cr linear foot. For slopes above 3
the APP is required.
Per 100 Sq. Ft.
,_..� 1 Ply
1 Ply
, :oncrete deck must conform to
. .cneral Requirements Section 2.)
of the roof, install 1 ply of
by rolling out the sheet dry
+dust be mechanically attached in
::iriauions. The first sheet of
half width to assure a stagger
and capsheet shall maintain
1,:s for all laps. (See General
ilia: at the low point of the roof,
t'f• Membrane. Torch apply the
irig the Flame of the torch evenly
uternbrane with the torch until it
I. arance. The Firestone APP
o the base sheet by using positive
c quirements section 9.1.)
tst be Firestone APP 160, 170, or
:ctiun 10.)
Max. Red
Shield Warranty 'Perm
10
10
I
pcur�:
t,r the APP 160 or 170.
years:
� ,nJ
Sheet or torched under
:,1) only
. M16 , M1S7,,,N;�W.*M18 M ti r ah } r t r 3
Firestone APP'Membrane:a
Slope
Positive drainage up to 3 inches per linear foot. For slopes above 3
inches per linear toot, fastening of the APP is required.
Material Requirements
Firestone MB Base Sheet
Firestone APP 160, 170, 180
Per 100 Sq. Ft.
1 Ply
I Ply
Deck: The wood deck must conform to Firestone general require-
ments. (See General Requirements Section 2.)
Base Sheet: Starting at the low point of the roof, install 1 ply of
Firestone MB Base Sheet by rolling out the sheet dry over the roof
deck. The base sheet must he mechanically attached in accordance
with Firestone specifications. The first sheet of the Firestone MB
Base Sheet shall be a half width to assure a stagger with the APP
cap sheet. The base sheet and cap sheet shall maintain a minimum
stagger of 12 inches for all laps. (See General Requirements
Section 8.)
Firestone APP Membrane: Starting at the low point of the roof,
install one layer of Firestone APP Membrane. Torch apply the
Firestone APP Membrane by passing the flame of the torch evenly
across the face of the roll. Heat the membrane with the torch until it
develops a sheen or glossy appearance. The Firestone APP
Membrane must be fully adhered to the concrete deck by using posi-
tive pressure on the roll. (See General Requirements section 9.1.)
Flashing: The flashing material must be Firestone APP 160, 170, or
180. (See General Reqdirements Section 10.)
Warranty: Max. Red
Spec. No. Shield Warranty Term
C- I'I( -N 111
C -PI7 -N 10
C-P18-M 12
Requirement to upgrade term to 12 years:
• Apply an approved coating to the APP 160 or 170
Requirements to upgrade term to 15 years:
• Tear -off or new construction and
• Mopped Firestone MB Base Sheet or torched APP 160,
under
• APP 180 or APP 170 (coated) only
; 12/23/1993 13:17 813 -854 -3169
FACSIMILE TRANSMITTAL
ATTN: Bob FAX NO.: 305 - 593 -5446
COMP ANY: 1led Bi nn Prn1d ,1r'fg
FROM: David DeMeza
COMPANY: Minteer, Inc.
DATE: December 23rd, 1993
re: Metro -Dade Acceptance Reports
MINTEER INC
.A♦ ..I• P�1t �
PHONE NO.: (513 855-5354
The above- referenced reports have been received by Firestone. We do not yet have a hard
copy but the numbers are as follows:
92- 0930 -02 - ISO
93- 0701 -10 - Modified Bitumen (APP & SBS)
Please call if you have any questions.
OUR FAX NO.: (813) 854 -3169
HAPPY HOLIDAYS?
TOTAL PAGES INCLUDING COVER SHEET 1
PAGE 01
•
02-07-1994 01: 11P1 FROM BRRDCO Ft Laud
Ai b- -- ti L- Ai
7970039 HMI
424.
TO: , Cindy Davis arid Rob (teary
FROM: Greg Brandt
DATE: December 20, 1998 1 : : : • i
fitlealtCr: Metro-Dade Acceptance Reports .
I have today rocieved Firestone's ISO and Modified Bitumen MetrDade Reports. Tie
nuulbers eateeetbilows:
... os.ociao.0% . WO CLIO imps) '
93.0701.10 - Modified filtumen(APP and SEIB) ( avprolt. SO. inigig41" 7 -
1 have not reviewed the 180 document but 1 have reviewed Moed Intuition. The IgitaLltit;
h 60 ,, o r a 1 nest* kaso whieli I forwarded corrections to laa t. week, but that never weave placid
4..';;•, lathe reports ' ' • '
You rosy use the rannbers but boosuse or tbe otse or tha documents it will be 1100811113LE
co
fax the report to ANYONE, Mould MOW= Gorinteer, etc.) wont a copY tan tliitewirt
have to Wait Until It January 4 and I will discuss the situation personally with theta, .
If you veMt to look at the reports they ere sitting on my desk. Please dati't ewove them
.si. . . ' " 1 Will Ca in , daUy during vocation so If you have any questions, Wave a votoe mall, • :
01-18-1994 03:12PM
P .
TOTAL P.0.1
• r
L i r L e r 1 y» 2.:17 8/29543169
U /36,1993
fritaals
Paola* commit
n$ coisrodeost Blvd.
eittrasl, Its 4so3a i
.fit 111111114,
Presidio
Nat Mt. Minna
Mau= la mods, to tar oaflmpozok,00 rsgudiug eutorui42
APorowto.
tips to the dalq► 9a tits caiaolsdon of the documentation for all
Maccoonads Appeavali tot routing produots shall to extendsd
dme WI g doll be oolsrpleoed. nds
cow �► �p��tosits ds. MI revuton r
toga% Waver, di, r ons wul aot fm put of t appravat
Vim daaii'
teq+to ad, place emote its tee
sksi
st 0 aka.
Singtonly goats, f
1
Balding � a • omas
• 1
Vie
I •
11 -1 7-1993 03 a 40PM 813 854 3169
MTNTEER It v_
Daosrahm tilt 1003, st
is boa otl prodiets thttt Uwe
bs dealt vdth !I for silted
tits um aped is boast
your Wefts Product
PAGE 91
P. 01
Tnll4l. P. f2
1•ilNIEER INC
• 4 18-'i992 31=55. PROM FIregtone Technology CO
MMOPOLITAN DADS COUNTY. r- LOAIDA
.Yw�
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•
l'huirr„ rm
.1lv,, ht•rr•
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1,nnp. legal
41t•'ne 6t
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t,u. rru,t 1. • 80 0• 4,11
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1h,tlr fl,T•n,
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ACCEPTAlleg No.: .. -. �.a_a__ __
,APPROVED ! ,�4��>.2.� r•�
EXPIRES' _11111e_11.1_1211___
A PROVEDs Qctphat 2,1 1991
**E /1°14**
-1-
913 e t5 •1• -y I b •y
58138543159 1
!1's.
METSc.),DAUE CENT5r
V iAfln OF RULES ANO APPEALS
SUITE 1010
11 NY/. 151 STREEY
MIAMI, FLOPIbA 33
.(3QS) 376.2981
PAIRUCT_SMTROL_ItalgILQE_XIMITItiiCA
Firestone Building Products Company
525 Congressional Boulevard
Carmel, Xn. 46032.
Your application 1Cor Product Approval of F "e 11 e_ARR= .t0
APE -1,0 &n& $„ 180 under sections 203 and 204 of the' South
'lorida Building Code overning the use of Alternate Materials
and Types of Construction, and completely described in the
lane, specifications and calculations as submitted by worts
;Oatgt_ LabOratoxy 1twRl. SL .2at l,a.g
C I,n15..�anv. FM 1,,1.E lg,516 ariyi ,othara has been accepted by Product -
Control.to be used in the Unincorporated area of Dade County
under the Specific conditions set forth on pages 2u2b and the
Standard Conditions on Page 3
1 D1amond, P.
Product Control
Supervisor
Division
Tom,, ' RUES -: -_ StB_8C IFIC A11t
uTIMaiLsolUaTisata
:•c: 1
� . 1
This application for Product Approval has been accepted by •
Metropoli,Can County Board of Rules and Appeals to be used
in the Xncorporated and. Unincorporated area of Dade County
under the conditions set forth above.
Charles Danger, P.C.
Deputy Secretary
Metropolitan Dads County
Hoard of Rules and,Appeals
1 N rte ' ,Li ; r ll.q; ,,, 7,'J .. " J n� ;;.x�u
� r rwuv�.r,� r W ;
2..
ACCEPTANCE No . 1 . 4 0111.1 _,
APPROVED __Oct, . 21. 1991
EXPIRES ,Luna 11. 1993_
=TO OFA C. C EPTANtat_S2.1.C..1FIC_.C II .
This approves k'irestOne APP -160, APP -170 and APP18O (nominal 4mm
mm (170 and 4.6 nut (180 mil.), thick,
: .4Aspectively).:p1aeticized bitumen single ply roofing membrane,
'reinfoxdedw th a polyester core, manufactured to the following.
specifications.•
:Tensille Strength (ASTM 0-2707 and 0-412)
Before accelerated aging 569 p.s.1.
.Afer „
t 550 p.s.i.
.Elongaton.:;(ASTM D-2707)
eeforg accelerated aging 55%
,;After. 431
ardnesS, Shore A. 71
E'ire (ASTM E -.108) Class A
o'kbombustibie decks with a slope
12" .maximum)
Water Vapor Transm,issl.on . (ASTM ii. -96) .0704 metric perms
HeatAResiBtance (ASTM D -573) No substantial change
.Firestone APP -160 APP - 170 And APP - 180 may be coated witl.
.Pirestono white /a finish
•
Preparation of Various types of decks to xNsceive Pirestond APP- 160.
APP «170'4ind : APP-180 shall be as follows a
p1icatjon of membrane «•(•$].1 types)
reetDn e APP APP - 170 and APP -100, shall be E
sth.:; prepared surface by hut_Walding with a propane torch.
e same' mathod is used to seal the 4" side and end laps.
•
e
/11 Diamond, P.E. .
Product Control p1
Supervisor
•
1911i'I'F_EI ?, 111
-- 11, l �t �JLUl1 vii.0 ucTS It)
C
9631 FP.03
nccrP'1IU Cr Ho.:
APPROVED I __s t • ? c_13.,Q1._
EXPxRE8 t Jame -1 L9 9
b) 3
X suitable underlayment, placed directly on the deck or (Wer'
rigid insulation is mechanically fastened to the plywood
sheathing with #I2 screw and washers, spaced 16 o c . each
way. (CALL Assemblies #3877, 3877A -X) .
Maximum height above grade shall be as permitted for bulldi.nu.
of 'X'ype III and Type V Constructions.
c) 1S e.R.lr. sUs.. (26 end 28 gage)
The cnrrUgations are filled with light-weight concrete (such
as Elastizo1l) so as to be covered 1/8" - 1/4" minimnum.
• 5eveyral options are then available.
1 A 2" thicl:..layez: of Elastizell is poured over the deck
and the surface of the pour J. primed (CRL Assembly
4028A-I11).
Maximum elevation' above
ziniall_5x09.1 'i .ke.e., (2 8 gage and 26 gage)
02 2' x 4' expanded polystyrene ene boards (EPS) 2" thick, eat
with six 2 1/4" keying holes, placed on the wet conere .
over the corrugations and topped with 2" of LlastisoilF
which is allowed to set and then primed before receivil
the membrane (CRL Assemblies 4028 and 4028A),
Marc, elevation above
finish grade ,t 2y g , -3.59 evr
j,QTEI Maximum spans over supports shall bet
4' 6" for 28 gage
6' -- 0" for 26 gage
-2a-
.
1 b1amon , p... t:.:,
roduct Control Division
Oupervisor
••
M I NTEER INC 9 1 3 8 - 3169 ...,;,. ty :
JAW-24-092 1.0 00 FROM FIRESTONE BLDG PRODUCTS TO 918132543169 P . 04
ACCEPTANCE No.3 _ d - U131 R
APPROVED $ Q.ct. 21, 1991
EXPIRES
ii ,,�P,;_12F A . '�1;: SY?ECTJIC _CO WI TI_Q1L
d) SSr'etgokg e
3' x 4' x 1" thick GAF polyurethane board faced with asphalt
saturated felt, the joints between boards covered with 3"
wide asphalt saturoated felt strips. Each board attached to
deck with six pneutek 0.165" shank, 0.310" head 2 1/4" long
fasteners with 3 3/9" washers. (CRT, Assembly 3912).
Maximum elevation above finish grade
3. All work shall be perform by a licensed roofing contractor,
acceptable to the manufacturer.
4. ' Applications for roofing permit shall be accompanied by two
duplicate prints of the roofing plan, indicating the scope of work
to be performed, approved by the architect or project enginser
long.with the manufacturer's specifications and standard details.
5. This r evision' supersedes Notice of Acceptance #90- 0131.1 dated June
11, 1990, and is for the purpose of adding APIA -170 and APP -180
membranes'to the Notice of Acceptance.
2.5.0_190t
i Oiamon., P.E.
Product Control Division,
supervisor
08,35
' JAN -24 -1992 10 00
.IVIETaONOUTAN,PADE VOUNTY, FLORIDA
METR0.DAng
1. . Extension Of Acoeptar;ce may be considered after a new
application has *been filed and the supporting data, test reports
no older than ten (10) years, have been re- evaluated.
All reports .of re- testing 'shay bear the seal, signature and
date of an engineer registered in the Sate of rlorida.
.2.
'3'3(15 6613 ill4L 14211 MPG MAT MIA
NiNlk•I,R INC
FROM FIRESTONE BLDG PRODUCTS TO
Any recision or change in
the product or process
termination, unless prior
dhange
813 854 31,8,
the meiteH.als, use, or manufacture of
Shall .automatically be Cause for
approval is granted for revisions or
Any unsatisf ajtory performance Cif this product
change i>1dodo provisions shall be grounds for
r -!evalue t;ion
918138543169 P.05
• n
.
(305) 375-2612
005
• /
METRO.DADE CEN1Ef
13UILDINC & ZONING, DSFAp1M &NT
SUITO 1018 '
f It M.W. 161 sumer
MIAMI, hloa0CA 03120•1974
or process or a
This acceptance.. shall not 'be. used as an endorsentent of any
product for males .or advclrt;ising• purposes.
rho 'Notice of . Acceptance ritim.Kir preceded by the words ade
• Coutlty� .;Piori,dr�, . and followed .by the :. eicpiration date mtay
.. ditplttyed :fin ' a,dv®rtising iiteraturo . . X i any portion' of the
;' Notic9 is displayed, then' it . shAii be done in its
6. Product approval drawings where required tor permit
app1icatione,..shall be provided to the applicant . by. the
...manufacturer or 'his distributors; unless otherwise noted in the
Notice ' of ,. A 4ceptanee . The print need not be re- sealed by an
engiheer,
•
.to' :tiompiy . with Standard Conditions shall be
termination, a Approval
cause
for
MHTRO DADS
June 30, 1993
Gregory Brandt
Firestone Building Products
525 Congressional Blvd
Carmel, Indiana 46032
Poat -II'• brand fax transmittal memo 7671 f etpagan • ,2_
N
reC4OE n1T'/N L
Oapt.
ax N
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
!WILDING CODE COMPLIANCE DEPARTMENT
eu;tE 1603
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(306) 375-2901
FAX (306) 375.2908
P
K rn.. < s
I n) r r; c 1c, I►7 C •
o
yC. �3l- Nyc,E3
P N
J -°._
Dear Mr. Brandt:
The recent amendments to Chapter 23 of the South Florida Building Code will require a review of
al' N JII RS as well as all pending f ilo, Due to the extent of the revision, the Code
�
Compliance office is taking this opportunity to revise the acceptance document to include more
information and to provide that information in a format that is believed to be more user friendly to
ttaf
all parties using the document on a regular basis.
Due to the extensive changes needed, all existing acceptances s ha have expire
t or w ill
wa lxpire
over the summer s d extended
to er also m be used as confirmation of the
application and fee a have been subnvtt lease note at the bottom the
extension. If this letter is submitted for confirmation of acceptance, p
submission date of the renewal application.
Please sub
mit the information noted below within the next 21 days to begin the review process.
The files will be reviewed in the order of the receipt of the requested documentation.
1. Name and contact number of Technical Director.
2. Two copies of all sales literature.
3.
Two copies of all technical literature relating to the systems requesting approval.
a. List o p
f all products manufactured by you utilized in the systems including trade names and
a summary description.
5.
List of all products utilized in the systems manufactured by others including all trade
names and a short description of the product and its use.
6. A list of all systems to be approved in South Florida including e
used in the system; substrate over which they can applied; methods of bonding or
attaching; minimum and maximum thickness; and maximum slopes.
All standard details relating,to the systems.
A section of each build -up showing the layers calling out each product and option.
9. Copies of all approvals supporting the use of lsystem. Tile ea Labs lido ents SBCC
should include Factory Mutual Research apP si
and ICBO approvals, if available and any other test documentation uplift. tthat may
systems inh
u
evaluation of the roof systems. Any data supporting
excess of 90 psf will be helpful in evaluation of systems unde the new ASCE requirements.
10 All physical property data required on the attached sheet.
Please forward this documentation as soon as possible to begin the review process.
8.
OR ::4 U.SOri 660 761,1
Very truly yours,
Charles Danger, F.
Director
CD:mvf
r C)7
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the
State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
Date -d3I 19
Owner's Name and Address Gf 1280 1`. E lb 1 _ No. Street
Registered Architect and /or Engineer / ` r �(�
Name and address of licensed contractor R . �kl T1� 11 1 `Ok\i_T /
Location and legal description of lot to be built on:
(Signed)
Lot / Block /O 4 n i v S / ubbdivis si ion 14 N `+\ i r �r "W
Street and Number where work is to be done 1 a 0 V 1 `11.1.+ i
State work to be done and purpose of building (by floors), state exterior colors (submit samples) `\ L
and for no other purpose.
New Building Remodeling Addition Repairs >V No. of Stories I
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements S t 1 ( 1 01 ). Au Amount of Permit S
3a ..0
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's
Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar
compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection
on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed
under this permit. as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA
COUNTY OF DADE. } ss.
Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared
^ � � to me well known.
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the the above described construction, that he has carefully read the for going pplication, and that he did gn the me, nd at all facts therein by himsiated are true.
Permit No. O 7 Date^ (
Disapproved Date
Building Inspector
(
Read, Sworn to and Su
3 Leo 13 St-
Opa\_OLL 'a- \a. 3__..)r
Notapy,.public,. State of- Florida.
My Commission Expires NOTARY PUBLIC Sidi€ DF- fiOBIDb
PLANNING BOARD DATE flY COMMISSION EXP JUNE 28,1991 •
BONDED THRU GENERAL INS._UND.
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board.
A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.
PHONE 78 -3957
VENTILATORS
ROOFING SUPPLIES
ALLIED SHEET METAL COMPANY
SHEET METAL AND ROOFING CONTRACTORS
187 Northwest 54th Street
MIAMI 38, FLORIDA
Village of Miami Shores
Miami Shores, Fla.
April 26, 1951
Re: Dr. and Mrs. P. V. Dunn, Owner
Nielsen and Son, Contractor
1280 N. E. 101 St.
Enclosed is our check for a roofing permit on the
addition to the above residence.
Years very truly,
ALLIED SHEET METAL CO.
By
GUTTERS
DUCT WORK
DOWNSPOUTS
MIAMI SHORES VI LLA, -
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitL
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordina,.,
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of apj,_
plans and specifications must be kept at building during progress of the work.
Date l 1 4 , 19
Owner's Name and Address �_____ __, No Street
Registered Architect and /or Engineer
Name and address of licensed contractor CX-�� — 1 2 . >Q-- - �
Location and legal description of lot to be built on:
Lot Block Subdivision__ �J
Street and Number where work is to be done 1 )g __o 'N6 , a. Lb __ x t
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Remodeling Addition
To be constructed of Kind of found ti Roof Covering
Estimated Total cost of improvements $_ _ _Amount of Permit $
cubage required _____ Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor__ ___________________
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
Repairs No. of Stories
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village. c
Remarks (Signed) -4 4
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. ��
Permit No. ___ -o 2„. Date ` o ti Read, Sworn to and Subscribed before me.
Disapproved Date 99
A � - '1,
Notary Public, State of Florida
( Signed)
Building Inspector My Commission Expires
to me well known,
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
n
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State oI Florida, all ordinances of Miami Shores Village and all rules and
regulations of the i3uilcling Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
New addt: 5i sqs. Reroofing: 7*
3.
sqs.
Building Permit # 19009 Date..._..._..._ ._... _ . _. Januexy. llth ,19.22
Owyner's Name and Address Mr , Fogarty _ No... .L28.0 . Street._.N...E....1O1at
Registered Architect and /or Engineer LP" ._ _ it/ .•.• .... ...:..... „<,.,,,,,,..,-- . ......
Name and address of licensed contr tctor Lang Roofing & Tilp Go,„. In9„. N, K..7;i t # ,,,
Location and legal description of lot to be built on:
Lot 1 Block 184 A Subdivision Miami Shores
Street and Number where work is to be done.. 128Q. .J�E....1Q1at ....._..._......__ _.._..,_
State work to be done and purpose of building (by floors )New addition & Reroofing: _ Tin cap 1 -30 # , f elt,,_ mom
2-15 .. felts!d �i ho P I:t,...acTe '.. Edith_a. _layar...of..pea..gra.Yel...... E.z.... Tear...off .ex; Qt3 ng ,
tin cap 1 -30# felt, mop 2 -15# felts with hot asphalt , then gravel. and for no other purpose.
New Building Remodeling Addition X Repairs.Rer.OQ i11g. No. of Stories
To be constructed of Kind of foundation Roof Covering. -Ply Gravel
Estimated Total cost of improvements $.12 600. Amount of Permit S. 12.50
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the si •f the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subco : actors, o o to be formed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No.._.._ l Date � ,C 1 ' 9 - 7 Read, Sworn to and Subscribed before me.
Disapproved / fi e___ _ '2 Date
( Signed) L.- al' • 2 �--
Building I Spector
Notary Public, State of Florida
My Commission Expires
to me well known,
PLANNING BOARD _.._......DATE
Chairman Member
Member Member
Member _....._..._.�._.. Member _ _._._...
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained from
the PI. nnir,g Board.
A re inspection fee of x1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build -
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date....... Feb ruarg . - 24r._ ----.......,147.7_
Owner's Name and Address Mr. FQyartt ,..,_ _ No 1280 Strom.. ,N. E. 101 St.
Registered Architect and /or Engineer ,, .. .....
Name and address of licensed contractor MAYO ROOFING_COMPANY= . Q 520911 Miami, Fla. 33152
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 1280 N.E. 101 Street
State work to be done and purpose of building (by floors) Roofing Permit
26 squares
White Tile Pitched Roof
Gravel Flat Deck
and for no other purpose.
New Building Remodeling Addition X Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 2.971 Amount of Permit S.
Zone cubage required plan Cubage
Distance to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to performed under this
pennit, as are licensed by Miami Shores Village.
Remarks... (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. j ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared _•
- •----------- - - - - -- to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No..__._/ -9 /'L Date - - 7 Read, Sworn to and Subscribed before me.
Disapproved
(Signed) W X.
Building Inspe or
Notary Public, State of Florida
My Commission Expires ...
PLANNING BOARD DATE
Chairman Member _...._......... _.......... _
Member Member
Member _....._...-- - -_ - • - Member --- _ - _ - --
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has been obtained from
the Planning Board.
A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during pp gress of the work.
1 , Date... 11r h 4 , ,19. . 74
Owner's Name and Address M G & Mrs. F 2 9 . r t v • * N 12 $ 0_..._. S N - E , 101 S t r e'e t
Registered Architect and /or Engineer — ---
Name and address of licensed contractor PPr feswt S ea.1 .- .2.973.... we...1z Aueranar. L.is ti 1..... _.._..._.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 1280 N , E , 101 $ t r e e t 19 s a ua r e s
State work to be done and purpose of building (by floors)..._ Existing :one & two story residence.
Roofing; renew bad wood; cap 1 -30# felt; install new vent stacks & gravel
stop;hot mop 2 -15 #; imbed white _pea rock in hot \flowing as halt
- - -•..• ....P._ and for no other purpose,
remove ti�l.e tie in new. ro replace tl e.
ew w mg emo a mg Addit�on Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 1675 4 00
Amount of Permit $.
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to Perfect Seal N.W. 17 Avenue Miami,F la . - 33142
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of : e work such public notice
or notices as are required by the Act. The undersigned agrees to employ only s c su ntractors, on work • ' be , . armed und this
permit, as are licensed by Miami Shores Village. ,
Remarks
— -- (Signed
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized tc'administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application,
therein by him stated are true.
Permit No.. 3-.4 2i Date
Disapproved ...._.__. D
(Signed)
ing Insp t
Buil
ANNING BOARD
Read, Sworn to
to me well known,
and that he did sign the same, and that all facts
and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
DATE
Chainnan Member
Member ._.._ Member
Member .. ..__ Member sass_ _
Council Approved ._ „_._..... . „ Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application. after approval has been obtained from
the Planning Board.
A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
contractor
or Builder
Legal
Description
Address of
Building
Lot
I
I
s i MJ
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
PERMIT IN? 12853
ork to be performed under this Permit
Bl.
Subdi-
vision
Value of
Project $ fi r'
DATE
BY AUTHORITY
�._. 195
Contractor's
License No
Amt. of
Permit $ .t
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawing or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed. BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to'pperform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee:
MIAMI • HARES VILLAGE, FLA. N? 6146
JOB Dv N 0
.1* �
_
ADDRESS ) 2 - e a A)- / -y,
INSPECTION F; I / i✓ -
TIME READY A-4 - - ` Si
REMARKS
INSPECTOR (1) e f ( ) DATE
R EQUEST FOR INSPECTION
Company Fri L
Job _eo 1D1 -
PHONE
r
Address
Inspection
1 �9
Time Ready I 1 V L) A.M. (P.M.
Date Ready ' �° � 6 ( Q c
BUIWING
r
ELECTRICAL
PLUMBING
Owner of
; uilding
chitect
itractor
-3uilder
Lot
Tiption.
MIAMI SHORES VILLAGE, FLORIDA
P1 PERMIT N° 10448
Work to be performed under this Permit
Bl.
Subdi-
vision
ess of V alue of
/
mliftwomo
�,
ing / f / .. at Project $1, o
CONTRACTOR OR BUILDER BY
DATE
195 t*''
Contractor's
License No
Amt. of
Permit $ ,
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
.s, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
he work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
g to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
his agents, servants or employees.
Signed: BY
INSPECTOR
consideration of the issuance to me of this'permit I agree- to/perform the work covered hereunder in compliance with all ordinances and regulations
thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
g this permit I assume responsibility for all work done either, myself, my agent, servant or employee.
AUTHORITY
MIAMI SHORES VILLAGE, FLA.
JOB
ADDRESS
INSPECTION
TIME READY
REMARKS.
/.2 a /VV /o/
842
INSPECTOR DATP
is lzi/ �r
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date /0 //` ) `"_ , 6 � •
Owner's Name and Address es No Street 1ir-� 1 v Jo/ e d
Registered Architect and /or Engineer
Name and address of licensed contractor -1 � / /c
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done _11: 8U
r d
3 ( ? 4 3^ /( r2! P. = n:L,o
State work to be done and purpose of building (by floors)
/c j r
/ and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ (77 0 ,5 Amount of Permit $
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
STATE OF FLORIDA,
COUNTY OF DADE. j Ss.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date Read, Sworn to and Subscribed before me.
Disapproved Date
Notary Public, State of Florida
(Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.