230 NE 94 St (8)e
1
Notary Public
Print Notary's Name
My Commission Expires:
E OF FLORIDA, c bNTY OF DADE
0 HEREBY CERTIFY Ma, Phis is is Pruo cony . C:0
original fil od in Phis offico on 1 ,
, A.0. 19
C /Ili §( Jy n1N OfICCIcI ySoaI,
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERM NO. TAX FOLIO NO.
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. 3
nres ( 33 j �??
2. Description of improvement:
3. Owner(s) name and address: W'--( AWI g0 (LT ` � In I T 1
C c. S• . Yt11�►n t SHO € �� 33I3?
(merest in property: i c7p %
Name and address of fee simple titleholder:
4. Contractor's name and address: G 4
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 Uenor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different datejs specified)
Signttura of Owns' i C � , � ,
Print Owners Name //G- -✓' � #&,€T � �"' /7 i
Sworn to and subscribed ., _ - e - this 2 - _ day of / "\4 T . 19 k
dir
Q
OFFI IAL NOTAR • S
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC374357
MY COMMISSION EXP. MAY 22,1998
96R221390 1996 NO 22 13:24
by: Prepared b / r J r ■`3-,
p Y
Address: s �S I ��W 1 t L e l
N' JrL FI J
123.01-52 2413
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date S' l G �I S Job Address 2 3 r 7 N , Tax Folio X
.15 5' 4 & tL "� ia�'" l) t4'
Legal Description X( +RM / 04-10, 5 Si l_ i I f.S ,O /7Q XHistorically Designated:
p er /Lessee / Tenant Ui 1C.(, I AlVi 0..(7 i1T m r i +4 ). .
*Owner's Address Z 3 c'7 {J FG( c
Contracting Co.
Qualifier
State # 646 2 2'70 Municipal #
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one): BUILDING ELECTRICAL
WORK DESCRIPTION
Square Ft. - .3
Signa e of owner and/or Condo President Dat
FEES: PERMIT ' c . oo RADON
APPROVED:
�"oning
Mechanical
T// 127 ce1 U f 'Usk T 1 ) con,i? Address c14 s �, P°? A Li ; %? (44 ,
U
3o3- 4 6 o
USA) r4 , , J/! �
PLUMBING MECHANI AL OOFING PAVING FENCE SIGN
.
seq./ � .� ex:� 4i ���� ��, i (are o e 7S
Ocess ��� 4 1„0�+ +�� [ ()
Estimated Cost (value) 4 "7 (� . d
e,
Building
9
S l G -9
and/or Condo President Date
My Commission Expir
c10 p� �tDtEL BARRIOS
c • % COMMISSION t CC 544572
$ � ► n EXPIRES APR 01, 2000
�` • EONGEL; THRU
4 00 R' ATLANTIC BONDING CO.. INC.
Competency # Ins. Co.
Address
Address
Address
/f .3,10- 0/ 3 3 30
Yes No
Master Permit # 3'' 7 2/
Phone
Electrical
?8J ✓533
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, 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 with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
of Contractor or 0
er- Builder
a ! '
:e — actor or Owner- Builder
My Commission Expires:
ARDIEL BARRIOS
� 01r'041 G COMMISSION 0 CC 544572
r�► n EXPIr -S APR 01, 2000
n
^` ° i.:...ev •MAU
'�OM. ATLANTIC BONGING CO.. INC.
Date
S -
Date
C.C.F. �3 (..5 NOTARY TOTAL DUE F, 7, c5
Plumbing Engineering
Job Address: 2-Z IQE Contractor v, (»- i Process No.
123 01.166 9/94
Base Sheet:
Fasteners:
Ply Sheet(s):
Cap Sheet:
Asphalt:
APPENDIX 'E'
METRO -DADE UNIFORM BUILDING PERMIT
SECTION 11
BUILT -UP APPLICATIONS AND
MODLF ED BITUMEN SYSTEMS
GENERAL: (�
Type of Roof System Assembly to be Applied:
L� -1 rfl �•
YP Y Y PP
Manufacturer of Roof System Assembly: G /17
Product Control Approval Number: `i S : `���3 3a • a 4.
System Number from Product Control Approval: G�
(Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
( Note: If a minimum roof system is to be applied, describe all
components within the system and list the manufacturer of
each component. DO NOT complete this section if system is
Product Control Approved. )
( Note: No insulation .system is acceptable under the minimum
roof category. )
Complete the following for all Roof System Assemblies:
Built -Up Applications and Modified Bitumen Systems
Page -1
Job Address:
( Check one of the following)
Recover
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?: Y G' / N
If YES, has an ASTM E907 test been carried out
to confirm adhesion of the existing membrane to
the substrate ?:
(If yes', attach ASTM E907 test report. )
Proposed Fastener:
(Attach withdrawal resistance test report. )
Has the deck been examined for moisture ?:
(Provide data confirming compliance with
Section 3401.9(c) . )
THE SYSTEM:
All Roof System Assemblies in the Product Approval have a variety of options. Briefly
describe the Roofing Components to be used in the Roof System Assembly and attach a copy of
the manufacturer's published specification:
Deck:
(Briefly describe )
Insulation:
( Type, size and method of attachment,
if applicable )
Base Sheet or Ply:
( Type and method of attachment )
Ply Sheet(s):
(Type and method of attachment )
Contractor Process No.
Re -roof: v New Construction
Y ✓ N
(x6
6- N ? s -t Cq } n ec
rt. b ...� )(._ ( ,,r
L' ems, ,.,ne,Ye4s 3 v.). ,\
f , -.) ._ ce ca /-16 ■r‘ Q, __)\\' \Az4
Built -Up Applications and Modified Bitumen Systems
Page -2
`• J
Job Address: Contractor Process No.
Top Ply:
( Type and method of attachment )
Surfacing:
(Type, if applicable )
Flashing Materials:
( Type and method of attachment )
NCInZ
V. f's
) (4
b e y ` S( • wi E
Built -Up Applications and Modified Bitumen Systems
Page-3
Job Address: Contractor Process No.
H inches
i nches
,
(, inches
FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE
UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND
INSULATION LAYER(S). (Where Roofing Component not used in
Roof System Assembly, fill in with "N /A ".)
Surfacing:
(briefly descnbr
tf appbcab4 )
Top Pl R K . �r i): 1rt �(� 1� 0
�l
Ply Sheet(s): q sr S5
Fastener: l 2 t� �u y
(if • sheet meek o he
Base Sheet: tt 9 5
Fastener: N / 4
(iftop ineulanon layer f
:..:. :......� Bonding Material: mnelatton
layer bonded )
Insulation:
Bonding Material: N(4
(if bate sneer bonded )
meth. onached)
Top Insulation Layer: (t)(4
(lf opplicablc)
Fastener:
(i/inndanon
meth. anoched)
Bonding Material:
(lf inndation bonded)
� Vapor Retarder.
(i /applheable )
Primer:
(if oppheab7e)
DEC}: ' ! I
Type:
Gage or Thickness:
it s .t
Denstry, ijconcrete deck:
/
Built -Up Applications and Modified Bitumen Systems
Page -4
N/4
Bonding Material: A -1\4,\1- 4
Bonding Material: A 4 ,
Ay
N (4
N (4
N ( 4
Job Address: Contractor Process No.
Coping Cap
Gage:
Fastener
Spacing: _ o.c.
Clip Type:
Clip Gage:
PERIMETER DETAIL #1: Parapet Wall Detail
Deck Type:
PERIMETER DETAIL #2: Flashing Detail
Built -Up Applications and Modified Bitumen Systems
Page -5
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Parapet Walls.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Areas to be Flashed.
Insert leaders indicating Roofing Component names.
dimensions, thicknesses, etc
Include fastener type and spacing used for wood -
blocking attachment
Job Address:
Contractor Process No.
Sketch Roofing Components which make up Roof
System / sembly at Perimeter Edge with Gravel
Stop or Dnp Zdge.
Insert leaders indicating Roofing Components names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
Gravel Stop/Drip Edge
Gage:
Fastener
Spacing: o.c.
Clip Type:
Clip Gage:
Deck Type:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gutters.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
Gutter Type:
Gutter Gage:
Fastener
Spacing:
PERIMETER DETAIL #3: Gravel Stop or Drip Edge
Dec :' Type:
PERIMETER DETAIL #4: Gutter Detail
Built -Up Applications and Modified Bitumen Systems
Page -6
. Job Address: Contractor
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may eicisit
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
PERIMETER DETAIL #5: 'Other' Detail
ecd
Sketch Roofing Components which make up Roof
System Assembly at any 'other Perimeter Condition
which may exisit
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
L'
r
1- T_)
PERIMETER DETAIL, #6: 'Other' Detail
Built -Up Applications and Modified Bitumen Systems
Page -7
Process No.
Job Address: Contractor Process No.
Insert Building and Parapet Heights.
(If no Parapet exists, insert "N /A ")
Also insert applicable information pertaining
to the building below.
(See ASCE 7 - 88 Fact Sheet Attached )
Exposure Category: 6
Classification Category: —L
At Hurricane Oceanline ?: YK N
Basic Wind Speed at
Building Location: 110 mph
Building Condition based on
% of Openings: fi
GROUND LEVEL
k.) A feet
feet
BUILDING INFORMATION #1
Built -Up Applications and Modified Bitumen Systems
Page -8
Job Address:
Contractor
Skctch Roof Plan indicating all dimensions, any slopes,
roof drains, crickets, or roof top equipment. Also insert
variable labeled "a" which indicates perimeter and comer
dimensions per Chapter 23 of the South Florida Building
Codc.
(See ASCE 7.88 Foct Sheet Attached)
v‘CreuSe
6,1 J ct - t
( �Q y 4 ' �e
/3'
37
BUILDING INFORMATION t12: Roof Plan with Perimeter and Corner Dimensions
Built -Up Applications and Modified Bitumen Systems
Page -9
Process No.
Jnlimited
glass fiber, 2 in. max.
or " GAFGLAS Ply 6 ".
" at 1 -1/2 gaVsq or 'liyeathe
. glass fiber, isocyanurate, a►
osite, wood fiber/rsocyamaa*
or " GAFGLAS Ply 6 ".
rt 1 -1/2 gaVsq.
Jnlimited
glass fiber, isocyanurate, •►
•osite, wood fiber/tapeyenrsaa
or " GAFGLAS Ply 8 ".
TEMS
of the following systems.
ne Systems may utilize mufti*
VT)
7tinued
osite, wood fiber/awcya
4" or " GAFGLAS Pty 8-, 4
1 -1/2 gsVsq.
. glass fiber. isocyanurate, ets
osite, wood fibsr/isocyam mi
or " GAFGLAS Ply 8 ".
e laid or mechanically fastened
'stem.
'sq.
1/2
glass fiber, isocyanurate. es
osite, wood fiber/isocysnuran
1 or granule), "Ruberold Tad
.s " (granule).
:oat of hot roofing asphalt
1/2
33.
or granule). "Ruberoid Tad
.s" (granule).
1/4
lass fiber, any thickness. _
33.
n or granule), " Ruberold Tad
.s" (granule).
1/2
1, urethane, perlfe/isoeyafU
thickness (off -set from Peimeo
or granule), "Ruberoid Tad
s" (granule).
1/2
33.
1 or granule), "Ruberoid Tan'
or Grundy Ind. "20 F Emul e f •
1/2
isocyanurate, urethane. Pet" !
1 -1/2 in. min.
G3.
h or granule), "Ruberoid Tad
is" (granule).
1/2
glass fiber, isocyanurate.
asite, wood fiber/Isoeys°
UCT
ROOF COVERING MATERIALS (TEVT) 217
ROOFING SYSTEMS (TGFU)— Continued
Bass Sheet Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type G1.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch
pl (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97. 1 -1/2 - 3 gaVsq or gravel.
peck: NC Incline: 1/2
tnsulsNo :: One or more layers perlite, glass fiber. 3/4 in. min. isocyanurate, urethane. partite/
,socyanurate composite, perlite /urethane composite, phenolic. 1 -1/2 in. min.
dese Sheet (Optional): One or more layers of Type 61. G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch
plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule).
Surfacing: "AL MB Aluminum Roof Coating" at 1.2 gaVsq.
a Deck: G15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite. glass fiber, 3/4 in. min. isocyanurate, ure-
thane. perlite /isocyanurate composite, perlite /urethane composite, phenolic. 1 -1/2 in. min.
Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or me-
chanically fastened in place.
Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4 ". hot mopped in place.
Membrane: "Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gaVsq or GAF Weather Coat
Emulsion at 3 gaVsq.
10 Deck: G15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min. isocyanurate, ure-
thane, perlite/isocyanurate composite. perlite /urethane composite. phenolic, 1.1/2 in. min.
SAM Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or me-
chanically fastened in place.
Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4 ", or " GAFGLAS Ply 6" hot
mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Coat
Emulsion at 3 gaVsq.
it Dock C -15/32 Incline: 1/2
Insulation: lscyanurate, 2 in. min., wood fiber, partite or glass fiber, any thickness, hot
mopped or mechanically fastened in place. Joints off-set 6 in.
Base Sheet One or more layers of Type G2 " GAFGLAS #76 Base Sheet ", hot mopped or me-
chanically fastened in place.
Ply Sheet (Options* One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot
mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat
Emulsion at 3 gaVsq:
11 Deck: C -15/32 Incline: 1/2
!mutation (Optional): Isocyanurate. perlite or glass fiber, any thickness. hot mopped or me-
chanically fastened In place. Joints off-set 6 in.
Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or me-
chanically fastened in place.
Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gal /sq or GAF Weather Coat
Emulsion st 3 gaVsq.
13 Deck: NC Incline: 2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot
mopped or mechanically fastened in place. Joints off-set 6 In.
Bass Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet hot mopped in
Place.
PIy mopped Sheet (Optionelk One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot
in place.
Membrane: "Ruberoid Torch FR" (granule).
Su sion at 3 (OptgaloVsq. nalk "GAF Fibered Aluminum Coating "' at 1 -1/2 gaVsq or GAF Weather Coat
t o Dock NC Incline: 1
Insulation (Optional) Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot
4
mopped or mechanically fastened In place. Joints off-set 6 in.
Base Sheet One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place.
Oly Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in
Place.
Membrane: "Ruberoid Torch FR" (granule).
SuASNng (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Alumi-
c )
lnum Coating at 1 -1/2 gaVsq.
Deck: C -15/32
lie or phenolic.
Incline: 1/2
Insulation (Optional): Partite, fiber glass, isocyanurate, urethane, perlite/isocyanurate compos-
S i.. Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fas-
tened.
Ply Sheet (Optional): One or more layers Type G1, hot mopped in place.
` Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule).
t
Deck: G15/32
Mauls Incline: 1/2
(Optional): Partite. fiber glass, isocyanurate, urethane, perlite /isocyanurate compos-
he er Phenolic, off-set 6 in. from joints.
• •S • S One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically
tion
Ply Sh eet (Optional): One or more layers of Type G-1, hot mopped in place.
M embrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth).
M embrane: One layer of "Ruberoid Torch'FR" or "Ruberold Mop FR" (granule)
•
LOOK FOR MARK ON PRODUCT
jf
v
e:
•
•
METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
UUILOINO CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130 -1583
(305) 376 -2901
PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 376.2008
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under
Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of
Construction, and completely described in the plans, specifications and calculations as submitted by Construction
Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters
Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code
Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth
herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO.:
ACCEPTANCE NO.: 95- 0330.011 ul Rodriguez
Product Control Division
EXPIRES: Nov 1 n 1997 Supervisor
- PLEASE NOTE -
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS.
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Department and approved by the Building Code Committee to be used in Dade Co lorida under
the conditions set forth above.
APPROVED: MAY 0 4 1995
.ov
arles Danger, P.E., Director
Building Code Compliance Department
Metropolitan Dade County
Applicant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
SYSTEMS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Category. Membrane Roofing System
Sub - Category: Built -up Roofing
Type: Modified Bitumen
Sub -Type: SBS, APP
Product Control No.:
Approval Date:
Expiration Date:
95- 0330.06
MAYO4
1^ M
NOV 1 0 1997
System Description
GAF Materials Corporation has been manufacturing commercial roofing products for more than 100
years.
GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen
products include both APP and SBS products in smooth, granule and fire rated versions. In addition,
GAF offers two ply modified systems to meet the specification requirements for multilayer SBS
modified specifications.
GAF products are distributed through a wide network of roofing wholesale distributors throughout the
South Florida area.
GAF provides warranted systems over various insulated and non - insulated substrates, copies of which
can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and
Specification manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with
ASTM D 5147 test requirements.
•
•
Insulation Types:
Fibrous glass
Perlite
Fiberboard
Polyisocyanurate
Expanded polystyrene (EPS)
Polyisocyanurate Composite Board
Maximum Design Pressures
Material Design Pressure
Wood -60 psf
Steel -75 psf
Concrete -248 psf
Lightweight Concrete -45 psf
Poured Gypsum -45 psf
Product Control No.: 95- 0330.06
Maximum Fire Classification
Material Classification
Wood Class A
Steel Class A
Concrete Class A
Lightweight Concrete Class A
Poured Gypsum Class A
Note: Fire classifications and maximum design pressures do not reference all assemblies over
deck types. Review system listings for design pressures and the Underwriters Laboratories
Roofing Materials Directory or other approved testing agency listing directory for Fire
Classifications.
3
product
nl^^ensions
Ruberoid® Torch 1 sq. roll
Smooth 87 lbs.
Ruberoid® Torch
Plus (Granule)
Ruberoid® Torch
Granule
Ruberoid® Torch FR
Ruberoid® Mop
Plus (Granule)
Ruberoid® Mop
Granule
Ruberoid® Mop FR
Ruberoid® 20
Ruberoid® 30
Ruberoid® 30 FR
Ruberoid® Mop 170 FR
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
3 /. sq. roll
93 Ib. roll
1 sq. roll
102 Ib. roll
3/4 sq. roll
90 lbs.
1 sq. roll
102 lbs.
1 sq. roll
103 lbs.
1 sq. roll
105 lbs.
1.5 sq. roll
1 sq. roll
92 lbs.
1 sq. roll
92 lbs.
Product Control No.: 95- 0330.06 ,
Test Product
Specification D s. ri otion
ASTM D 5147 Heavy duty, polyester reinforced,
asphalt modified bitumen membrane.
ASTM D 5147 Heavy duty, polyester reinforced,
asphalt modified bitumen membrane.
ASTM D 5147 Asphalt impregnated, coated felt,
surfaced with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
fire retardant polymer modified asphalt
surfaced with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
fire- retardant, polymer modified asphalt
surfaced with mineral granules.
ASTM D 5147 SBS modified asphalt base sheet
reinforce with a glass fiber mat.
ASTM D 5147 Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non woven fiberglass mat coated with asphalt
fire retardant, polymer
surfaced and surfaced with mineral
granules.
ASTM D 5147 Non -woven polyester mat coated with
fire retardant polymer modified asphalt
surfaced with min u
4
Raul Rodriguez
•
•
Product
GAFGLAS®
Stratavent® (Vent Ply)
for Naitable Decks.
GAFGLAS® 3' x 36"
Stratavent® (Vent Ply) 69 Ib. roll
Perforated
GAFGLAS Ply 6® 3' x 180'
45 lb. roll
(GAFGLAS Ply 4
GAFGLAS #75® )
GAFGLAS® 3' x 36'
Mineral Surfaced 76 lb. roll
Cap Sheet
GAF Materials
Corporation Asphalt
Concrete Primer
GAF Materials
Corporation Fibered
Aluminum
GAF Materials
Corporation
WeatherCoat®
Emulsion
GAF Materials
Corporation Jetblak All
Weather Plastic Cement
Dimensions
3'x36"
69 lb. roll
3' x 180'
40 lb. roll
3' x 108'
75 lb. roll
5, 55 gallons ASTM D 41
1, 5 gallons ASTM D 2824 Fibered aluminum coating.
5 gallons
1, 5 gallons
Test
Specification
ASTM D 4897
D 3672
Product Control No.: 95- 0330.06
Product
Description
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
ASTM D 4897 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
ASTM D 4601 Asphalt impregnated and coated glass
mat base sheet.
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
5
Asphalt concrete primer used to
promote adhesion of asphalt in built -up
roofing.
ASTM 1227 Surface coating for smooth surfaced
roofs.
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
Raul Rodriguez
Product
GAF Materials
Corporation Jetblak
Flashtite® Cement
GAF Materials
Corporation Plastic
Cement
GAF Materials
Corporation Mineral
Shield® Granules
GAFTEMP® various
Isotherm R
GAFTEMP® Composite various
GAFTEMP® Permalite various
GAFTEMP® Fiberboard various
GAFTEMP®
High Density
Fiberboard
GAFTITE® #12
Standard
Roofing Fastener
GAFTITE® #14 Heavy
Duty
Roofing Fastener
NTB Fasteners
Test Product
Dimensions Specification Description
1, 5, 53 gallons ASTM D 4586 Asphalt flashing cement.
1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement.
various
GAFTITE® Base Sheet PA 114
Fastener and Plate
Galvalume Plates 3" and 3 '/2" PA 114
Polypropylene Plates 3" and 3 /2" PA 114
Product Control No.: 95- 0330.06
Granules for surfacing of exposed
asphalt, cold process or emulsion.
PA 110 Polyisocyanurate foam insulation.
PA 110 Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
PA 110 Perlite insulation board.
PA 110 Fiberboard insulation.
PA 110 High density wood fiberboard
insulation.
PA 114 Insulation fastener for steel and
plywood decks.
PA 114 Insulation fastener for steel, wood and
concrete decks.
PA 114 Fastener for use in gypsum, tectum and
lightweight insulating concrete decks.
Base sheet fastening assembly.
Round gaivalume stress plates.
Round polypropylene stress plates.
6
Raul Rodriguez
Product Control No.: 95- 0330.06
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
Test Product
Product Dimensions Specification Description Manufacturer
Hy Therm AP various PA 110 Polyisocyanurate foam Apache Products Co.
insulation
Pyrox various PA 110 Polyisocyanurate foam Apache Products Co.
insulation
White Line various PA 110 Polyisocyanurate foam Apache Products Co.
insulation
ACFoam Composite various
PA 110 Polyisocyanurate foam Atlas Energy
. insulation Products
ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy
insulation Products
• ACFoam II various PA 110 Polyisocyanurate foam
insulation Atlas Energy
Products
Hy -Tec various PA 110 Polyisocyanurate foam Celotex Corp.
insulation
Hy -Tec 2 various PA 110 Polyisocyanurate foam Celotex Corp.
insulation
Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp.
insulation
•
Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp.
Line insulation
Hy -Therm Pyrox various PA 110 Polyisocyanurate foam Celotex Corp.
insulation
Energy LOk various PA 110 Polyisocyanurate foam Celotex Corp.
insulation
Thermax various PA 110 Polyisocyanurate foam
TRI -STAR insulation
7
Raul Rodriguez
Celotex Corp.
Product
Dekfast Fasteners
#14
Dekfast Hex Plate 2 7/8" x
3 1/4"
Dekfast Lock Plate 3" x 3 1/4" PA 114
Dekfast Fasteners
#l5
Dekfast Fasteners
#12
TPR
ISO 95+ GW various
ISO 95+ GL various
ISO 95+ Composite
ISO 95+
High Density Wood various
Fiberboard
Test
Dimensions Specification
PA 114
PA 114
PA 114
PA 114
PA 114
PA 110
PA 110
PA 110
PA 110
ASTM D 312
PA 110
Perlite Insulation various PA 110
8
Product
Description
Insulation fastener for steel
and concrete decks
Galvalume hex stress plate.
Polypropylene locking
plate.
Insulation fasteners for
concrete decks
Insulation fastener for steel
and wood decks.
Aluminum fastener for
lightweight, gypsum and
tectum decks
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate / perlite
ridged insulation
Polyisocyanurate foam
insulation
Type III or IV hot asphalt
bitumen adhesive
Wood fiber insulation
board
Perlite insulation board
Product Control No.: 95- 0330.06
Manufacturer
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Creative
Construction
Components
Firestone
Firestone
Firestone
Firestone
generic
generic
generic
•
•
•
Product
Red Rosin various
Roofing Nails
Type X Gypsum various Fire resistant rated gypsum generic
Sturdi -Top various PA 110 Wood fiberboard Georgia- Pacific
al MB aluminum
roof coating
Grundy
Industrial
Emulsion
#14 Roofgrip
Test Product
Dimensions Specification Description Manufacturer
Min. 32 ga. x
1
Gripdek Fastener PA 114
Rosin paper for barrier generic
layer on wood decks
Product Control No.: 95- 0330.06
Minimum # PA 114 Corrosion resistant annular generic
12 ring shank nails
Corrosion resistant circular generic
discs.
PA 121 Aluminum roof coating Grundy Industries
PA 121 Asphalt emulsion Grundy Industries
PA 114 Insulation fastener steel, ITW Buildex
wood or concrete decks
Insulation fastener ITW Buildex
Premium Metal 3" square PA 114 3" square galvalume AZ55 ITW Buildex
Plate stress plate
Standard Plastic 3" round PA 114 Polyolefin plastic plate ITW Buildex
Plate
Karnak No. 169 ASTM D 2824 Aluminum roof coating Karnak Corp.
Karnak 97 PA 121 Roof coating Karnak
Barrier Board Plus various PA 110 Polyisocyanurate foam / NRG Barriers, Inc.
wood fiber insulation
9
Raul Rodriguez
Product
E'NRG'Y PSI -25 various PA 110
E'NRG'Y -1 various PA 110
E'NRG'Y -2 Plus various PA 110
E'NRG'Y -1 Plus various PA 110
E'NRG'Y -2 various PA 110
Con -Tite
(Fluted Nail)
Test Product
Dimensions Specification Description
PA 114
Olympic Standard 3" round PA 114
Olympic C -R
Base Sheet
Fastener and Plate
Fiberglas
PA 114
various PA 110
10
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Concrete deck insulation
fastener
3" round galvalume
AZ55 steel plate
Olympic G2 Plate 3.5" round PA 114 3.5" round galvalume AZ55 Olympic
steel plate. Manufacturing
Group, Inc.
Olympic 3.25" round PA 114 Olympic
Polypropylene Manufacturing
Group, Inc.
Olympic Fastener PA 114
Polypropylene
plastic plate
Insulation fastener
Base sheet fastener and
plate.
Raul Rodriguez
Product Control No.: 95- 0330.06
Manufacturer
NRG Barriers, Inc.
NRG Barriers. Inc.
NRG Barriers, Inc.
NRG Barriers, Inc.
NRG Barriers, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Fiber glass roof insulation Owens- Corning
Fiberglas Corp.
product
Multi -Max
Thermaroof
Composite
• HD Insul -Fixx
Fastener
•
Insul -Fixx Fastener
Insul-Fixx S
Insul -Fixx P
Rawl Drive
Rawl Fasteners
#12
Rawl Fasteners
#14
Test Product
Dimensions 5sIggiraatipn pescript
Foamglas Board various PA 110
various PA 110
various
Fes -Core various PA 110
Fesco Foam various PA 110
UltraGard Gold various PA 110
3" square PA 114
3" round PA 114
PA 114
PA 110 Polyisocyanurate foam / Rmax, Inc.
perlite composite insulation
PA 114 Insulation fastener for use SFS /Stadler
in steel and concrete decks
PA 114 Insulation fastener for steel SFS /Stadler
and wood decks
PA 114
PA 114
Expanded glass insulation
board.
Polyisocyanurate foam
insulation
Polyisocyanurate foam /
fescoboard insulation
Polyisocyanurate foam /
fescoboard insulation
Polyisocyanurate foam
insulation
3" square galvalume AZ55
stress plate
3" round plastic stress plate
Insulation fastener and steel
and plastic stress plate for
concrete deck
11
Insulation fastener for steel
and wood decks
Insulation fastener for use
in steel, wood or concrete
Raul Rodriguez
Product Control No.: 95- 0330.06
Manufacturer
Pittsburgh Corning
Rmax, Inc.
Schuller
International Inc.
Schuller
International Inc.
Schuller
International Inc.
SFS /Stadler
SFS /Stadler
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
Product
Rawl 3" Plate
Rawl Spike
Rawlite
Rawlite 3" Plate
Test
Dimensions 5 Cation
3" round PA 114
PA 114
PA 114
3" round PA 114
Product
Description
3" round galvalume AZ55
steel plate
Insulation fastener and steel
and plastic stress plate for
concrete deck
Insulation fastener for
cementitious and gypsum
decks
3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
12
Product Control No.: 95- 0330.06
Manufacturer
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
•
•
Test Agency
Construction Research
Laboratory, Inc.
Factory Mutual
Research Corporation
South Florida
Test Service
Underwriters
Laboratories, Inc.
Dynatech Engineering,
Inc.
Test Identifier
#4818
J.I. OT4A 1.AM
J. [. 1 V 7AO.AM
J.I. 1V8A4.AM
J.I. 1 R 1 A6.AM
J.I. 0T2Q4.AM
J.I. 0Q6A6.AM
J.I. 2M0A4.AM
J.I. 3 X3A2.AM
J.I. 0Y9Q5.AM
J.I. 3X3A2.AM
GAF -53 -X -915
R1306
3600.02.95
Test Reports
Test Name/Report
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Fire Classification
Wind Uplift, Small
Scale
13
Raul Rodriguez
Product Control No.: 95- 0330.06
Date
07/10/87
08/26/92
07/16/92
06/28/93
11/15/91
10/17/91
07/16/91
03/21/87
08/02/94
07/29/94
08/02/94
03/08/91
08/01/94
02/02/95
•
•
•
Membrane Type: SBS
Deck Type 1:
Deck Description:
System Type E:
All General and System Limitations apply.
Base Sheet:
Fastening:
Note:
PIy Sheet:.
Membrane:
Surfacing:
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
Wood, Non - insulated
19 / 12 " or greater plywood or wood plank decks
Base sheet mechanically fastened.
Product Control No.: 95- 0330.06
One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or
GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as
described below:
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps
9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c..
PIy 4 and Ply 6') applications require sheathing paper over the wood deck
before application of base sheet.
(Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or
a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25
lb. /sq. ± 15 %.
One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid®
Mop FR in type 1II or IV asphalt at an application rate of 25 lb./sq. ± 15 %.
(Optional) Install one of the following:
1. GAFGLAS® Mineral Surface Cap Sheet in type I1I or IV asphalt at an
application rate of 25 lb. /sq. ± 15 %.
-60 psf.
Class 'A'; see General Limitation #2.
3:12; see General Limitation #3.
N- 1 -1 -MG, N- 1- 1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20 /30FR,
N- 1 -1 -MGP
41
Product Control No.: 95- 0330.06
Wood Deck decks to eliminate Limitations: 1. A red rosin sheet shall be installed on all wood plank ate
plank deck. A red ir ate
asphalt seepage and bonding of base
oos� de to wood an option. A red rosin sheet
sheet may also be installed on plyw
is required on all applications where Ply 4® or Ply 6® is used as an anchor
sheet.
2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment.
3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on
the sheet. Approved to -45 psf.
4. See PA 117 for extrapolation of data for higher design pressures.
42
Raul Rodriguez
•
General Limitations:
1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All
proposed asphalt producers must be approved by the applicant.
2. Fire ratings are determined by a combination of slope, deck type and assembly.
Refer to current Underwriters Laboratories Roofing Materials Directory or other fire
testing data listed by an approved listing laboratory agency. Fire ratings shall be in
compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code.
3. Maximum slope range shall vary for each system; consult current Underwriters
Laboratories Roofing Materials Directory and manufacturer's specifications for
compliance with design criteria for each project.
4. An overlay /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 may be applied using spot mopping with approved
asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 lbsJsq.. Note maximum design
pressure restrictions on spot attached systems.
5. Any amendments to these provisions shall be in compliance with Sections 203 and
204 of the South Florida Building Code.
6. All work shall be performed by a Contractor licensed to do roofing work in Dade
County. Contractor shall be familiar with the details and specifications published by
the manufacturer.
7. In re- roofing applications, moisture content in an existing built -up roof must be in
compliance with Section 3401.9(c) of the South Florida Building Code.
8. Prior to application, all existing roof surfaces used as a bonding substrate shall be
tested for uplift resistance in compliance with Dade County Protocol PA 124 to the
calculated design pressure of the roof deck.
9. If required, any Factory Mutual Approved vapor barrier in conjunction with
proprietary or approved adhesives may be used prior to the application of the
insulation layer.
10. Perimeter and corner areas shall have an increase in fastener density for both
insulation and base sheet in compliance with Dade County Protocol PA 117 of the
South Florida Building Code.
11. All attachment and sizing of perimeter nailers and metal profile designs shall
conform with Dade County Protocol PA 111 of the South Florida Buil; • g C • • e.
AL I A/
168
Raul Rodriguez
Product Control No.: 95- 0330.06
Product Control No.: 95- 0330.06
12. Flashings shall be installed according to the manufacturers standard details, and may
be applied in cold application adhesive, approved asphalt or may be applied in
conjunction with an approved torch applied modified bitumen membrane. Specific
details, approved by the manufacturer, shall be submitted with the Section II Permit
Application.
13. Roll good materials shall be stored in strict compliance with GAF Materials
Corporation requirements.
14. Consult current Underwriters Laboratories Directory for the appropriate coating for
each roofing assembly to obtain the required fire rating. The assembly shall be
installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida
Building Code for maximum fire classification.
15. Asphalt moppings shall be with applied with asphalt approved by the applicant and
shall be approved in compliance with equiviscous temperature (EVT) methods of
asphalt application. Asphalt containers or bulk tickets shall indicate an EVT,
finished blowing temperature (FBT) and flash point. Asphalt types and temperature
ranges shall be in compliance with Subsection 3403.4(aX3) of the South Florida
Building Code.
16. 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 at an application rate of 25 lbs/sq. t
15 %, or mechanically attached using the fastening pattern of the top layer. Refer to
manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for
correct application procedures of insulation panels in approved asphalt or adhesive.
17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces
such as mechanical termination at wood blocking, head and side laps, and base
flashing terminations. Cap nails shall not be used for the mechanical attachment of a
base sheet. Tin caps are required by the South Florida Building Code.
18. The submission of system specifications and details shall accompany the Section II
Building Code Permit. This information is available in the publications listed in the
'System Description' of this Product Control Approval. The submission of these
documents, as well as the proper application and installation of all materials shall be
the sole responsibility of the contractor.
19. All standard panel sizes are acceptable for mechanical attachment. When applied in
approved asphalt, panel size shall be 4' x 4' maximum.
20. Fastener spacing for base sheet attachment is based on a minimum withdrawal
resistance value of 250 lbf as tested in compliance with Dade County Protocol PA
105. If the fastener values as tested are below 250 lbf a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken
from Dade County Protocol PA 105. Calculations shall be based on a rupture value
(the fastener stress plate pulling over the base ply) of n moog th U
90 ' j, . ,
b� /,
.. I
Raul Rodriguez
169
170
Raul Rodriguez
Product Control No.: 95- 0330.06
21. Fastener spacing for insulation attachment is based on a Minimum Characteristic
-Force (F) of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is
below 300 lbf. insulation attachment shall not be acceptable.
22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and
gravel, over its granule surfaced Ruberoid® products.
23. In addition to the requirements of this Product Control Approval and the South
Florida Building Code, applicator shall follow the manufacturer's specifications.
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building i
Architect
Contractor
or Builder
Legal Lot
Description
Address of '
Building z.
n
(V Work to be performed under this 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
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed: BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
PERMIT N? 11751
f
Bl.
Subdi-
vision
Value of
Project $
BY
DATE
Contractor's
License No
Amt. of
Permit $
AUTHORITY
195
Name and addicts of licensed. contractor CARRUTH
Locaticp arid legal description of lot to be b yrs:
Lot,(ei Block
Street and Number where work is to be ...
State work t',o be done and purpose of building (by
two layers of 15# felt and gravel
New Bui!ding
MIAMI SHORES VILLAGE
Subdivision 22.48
Reinarls (Signed)
SUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the ainworal of the detailed statement us one parts sod opecifiestioos herewith ssibrnitted Isp-the build
i at oas structure herein detscribcd. This application ts made i compliance and conformity inth the Building tirdinanet of Miarni
Shores vtliter. FloridA. anti oll provisions nf the Laws n( the State of Firmida, all ordinances of Miami Shores Village and all rules and
regul O
ations of w dulkling Divc,sna of Miami Shores Village shall be complied with, whether herein specified ee sot. A Dopy of appro./Id
plans and specification angst be kept at building during peggreas ol the work.
February 20, 87
Date , la._
N 230 NE 94 s
...1••••••■••■••••...11”.,-T•
Owner's Name and Address ..Ms..... Taal ,Se•&t.$)u. -
Restricted Architect and/or Engineer . . . .
ROOFING CO., INC. —301 NW 71st Street, Miatni,Fla.33150
//MW 11 J,IaL4L2O." 3
NE 94th Street
nooro_ge,maof_ga_back with one lus_t_D# base sheet
.
THE WHOLE ROOF IS FLAT WITH GRAVEL.
•
and for to other purpose.
Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation .,....s quares R c on d os Re—roof
ii
Estimated Total cost of improvements 4,950.00 ents $ Amount of Permit' L.
Zone cubage required .... _Plan Cubage
Distance to next nearest building Siza of Building Lot
Maaimum 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 %Md.( 1,1C r.td 3rpl,c. for this'hiiilding per:nit does hereby certify that he understands and accepts his obligations 3% ir cmployer
of labor under the Flor Workmen's Corensatio» Act. being Section 59(,6, C.ompiled General Laws of Florida, )ermant-nt Sopplyment,
3n ti hs complird ...ilk the rrovision. thereof, and will requ m
ire similar compliance from all contractors or sulx-cew..cractors ear,:!( yt.e,
to bc pt.rformyn uncicr um permit, and will post or cauce to be posted for inspection on the site of the work =Willi. notice
or notices as are regwred by the A . The undersigned agrees to employ only such subcontractors, on work to be per( under this
permit, as are licensed by Miami Shores Village.
STATE OF FLOTADA,
COUNTY OF DADE. IS '
Bcforerne, 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 tl.e ahoi.e described et.nstruction, that he has carefu ly read the foregoing application, and that he did sign the same, and that all facu
therein by him stated are true.
109
Pent No. .& Date
Disapproved ..... Date.
; • I
(Signed)
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Inspector My Commission Expires......._
PLANNING ...... -.--..----DATE
. .... Member
....... . Member
Member
Council Approved Dale Disapproved
to me well known,
Date
NO A charge of 11.00 will be made for snaking corrections se changes to this application &Ns approval hat here obtained bean
she 11'1.mr,11...!
A 'Km fee of al..00 will be charged when oath os-itaepectien h made eiecesaary by Improper seek, ke Wpm:ties% se fruity
oisteral, anciior workmanship.
BUILDING ❑
ELECTRICAL ❑
PLUMBING ❑
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal Lox 11
Description 11 B1
Address of >'i 's yi
Building 3o '�
CONTRACTOR or BUILDER
MIAMI SHORES VILLAGE, FLORIDA
PERMIT Np 8776
Work to be performed under this Permit
,47" - 2/ #
Date
Contractor's
License No.
BY AUTHORITY
_19_4/
I
Subdi-
vision
Sq. Ft.
Value of C 11 Amount of
Project $ 1 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 applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed (INSPECTOR) BY
In consideration of the issuance to me of this permit agree to perform the work covered hereunder in compliance with all ordinances and regulation,
pertaining thereto and in strict conformity with the plans, ings, 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,pty agent, servant or employee.
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.
Owner's Name and Address . - N rs . I. Sexton No 2 N. E' 9treet St.
Registered Architect and /or Engineer
Name and address of licensed contractor.('ri. f e-T2....ThdUSt.r.l T.nC..F Q - BQ.X... Tam i am i St a . Ni am i .
Fla. 33 144
Location and legal description of lot to be built on:
Lot Block. Subdivision
Street and Number where work is to be done 23Q...N.....E.
State work to be done and purpose of building (by floors) Remove roof over Living Room Only, Apply
. -- /4Q --. and-..- 2/ 45 #- ..A-sphal-t...Fe .Capp.er Flashing
and for no other purpose.
New Building Remodeling. Addition
To be constructed of Kind of foundation
Remarks (Signed)
5 -22 , 19 67
Repairs X No. of Stories
Roof Covering Gravel
5 -_ 9 Qa Sqs
Estimated Total cost of improvements $ 750.-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 R Y fir- -13ex- 565, dam -a am- S x i -an, Miami, Fla- 33144
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has 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 such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on worlr°ttt'b rformed under this
permit, as are licensed by Miami Shores Village. it ; ,x .1 DUSTR % S. INC.
L. R. N; rt
fg. Dept.
STATE OF FLORIDA, j
COUNTY OF DADE.
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. _ __- . 7S?__ Date S 3 Read, Sworn to and Subscribed before me.
Disapproved ' ate
(Signed)
Buil•v Inspector
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 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.