824 NE 100 St (9)I PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date /phi J J h (,,, Job Address 824 /1, i . /DON Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant \-.1 111 / Q r VI . •ew? Master Permit # 3 q T /
Owner's Address & , 0T / V . E_ JOO S "V. 1 Phone 75 ~ 7 `7
Contracting Co. A. I - . mGLs--AL; f1 'R - 0( le Address 36&) / V . 11 . 13 ''-\- � .
Qualifier A , (J - MC.�/v`t-.�n,.. Phone g 3 Z9 — a2. S
State # R1(a l 5q o Municipal # Competency # 702 00 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING )AVING FENCE SIGN
WORK DESCRIPTION " roc-4 F7,--11- - To 00 Cis,' ^ g -# 7S I>4 S$ SLee s
Square Ft.
/DD
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.
X a&an•sti 6 '/
Signature of owner and/or Condo Presid nt Date
Notary as wner an
My Commission Expires:
APPROVED:
Zoning
Mechanical
r Condo President
FEES: PERMIT G ®, oo RADON
Date
OFFICIAL NOTARY SEAL
JUDY CATALFINO
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC546924
MY COMMISSION EXP. APR. 22,2000
C.C.F. 1 3 b
Estimated Cost (value)
Notary as Contractor
My Commission Expires:
NOTARY
4 300 a0
Signature of Contractor or Owner- Builder
Owner -B
OFFICIAL NOTARY
JUDY CATALFINO
r ef
OTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC546924
MY COMMISSION EXP. APR. 22,2000
TOTAL DUE C /.
J'ii )9t
Date
(01J,ls.0
Building ;ow K7 ) Electrical
Plumbing Engineering
Job Address: 8 a zis.,0116,_ Contractor f eat-,_ L Process No.
APPENDIX 'E'
GENERAL:
Type of Roof System Assembly to be Applied:
Manufacturer of Roof System Assembly:
Product Control Approval Number:
System Number from Product Control Approval:
( Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
Fasteners:
METRO -DADE UNIFORM BUILDING PERMIT
SECTION II
BUILT -UP APPLICATIONS AND
MODIFIED BITUMEN SYSTEMS
6.6
q :o33.
( 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. )
Base,Sheet:
Ply Sheet(s):
Cap Sheet: `
Asphalt:
( 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
f,
Job Address: (l�t E. IQO, Contractor Process No.
(Check one of the following)
Recover Re -roof:
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?:
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 lest 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 )
New Construction
(.t
A/
Ply Sheet(s):
( Type and method of attachment )
Built -Up Applications and Modified Bitumen Systems
Page -2
Y
Y X
Y N
Job Address: f Contractor A e)fr,-...._. Process No.
Top Ply:
(Type and method of attachment)
Surfacing:
(Type. if applicable )
Flashing Materials:
( Type and method of attachment )
•
.
. • ... • .. . .
Built-Up Applications and Modified Bitumen Systems
Page-3
1
Job Address: M12 Contractor �i `Y7(,l,►,f�r�
Process No.
inches
inches
FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE
UP ROOF SYSTEM ASSEMBLY AND THICKNESS Component O not n AND
used in
INSULATION LAYER(S).
Roof System Assembly, fill in with "N /A ".)
Surfacing:
(jfappIicaba )
([ op Ply: AL.
Bonding Material:
75777
Ply Sheet(s):
Bonding Material:
Fastener.
(if base sheet one aua
Base Sheet: ON 0 95
Bonding Material: /V '
(if base sheet bonded)
Fastener
(j f top insulation layer
meth attached)
Top Insulation Layer.
( jfopplicable)
1111/4111
�Primcr: f a r `
( ✓app:c e
DECK:
Type: /
8 r/
Gage or Thickness:
Density. if concrete deck:
5
((flop Material:
ion
layer bonded)
Fastener.
(if insulation
meth. attached)
Insulation:
n/
Bonding Material:
(ifi nadatian bonded)
Vapor Retarder:
(if applicable )
Built -Up Applications and Modified Bitumen Systems
Page -4
AT A
Al A
T
•• --• .... ........
Job Address: g1111- Contractor 11 134nact,.... Process No.
Coping Cap
Gage:
Fastener
Spacing: o.c.
Clip Type:
Clip Gage:
Deck Type:
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 attacluitent.
PERIMETER DETAIL #1: Parapet Wall Detail
•
Deck Type:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Areas to be Flashed.
Insert !cadets indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood-
blocking attachment.
•
PERIMETER DETAIL #2: Flashing Detail
Built-Up Applications and Modified Bitumen Systems
Page-5
Job Address: gr9 t/ / ' �. /605' -- Contractor
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gravel
Stop or Drip Edge.
Insert leaders indicating Roofing Components names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
Gravel Stop/ptip Edg
Gage: ems;✓! Cep
Fastener
Spacing: Lp 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:
Deck Type:
PERIMETER DETAIL #3: Gravel Stop or Drip Edge
PERIMETER DETAIL #4: Gutter Detail
Process No.
Built -Up Applications and Modified Bitumen Systems
Page -6•
r
Job Address: pm , 6 ino51-- Contractor 6 MATO Process No.
PERIMETER DETAIL #5: 'Other' Detail
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may exisit.
Insert leaders indicating Rooting Component names,
dimension; thickcsses, 4c.
Include fastener type and spacing used for wood-
blocking attachment.
26 GAUGE EDGE METAL
SBS CAP SHEET
g
Sketch Roofing Components which nuke up Roof
System Assembly at any VW Perimeter Condition
which may exisit. --
Insert leaders indicating Roo Component names,
dimension; thickesscs, etc.
Include fastener type and spacing used for wood-
blocking attachment.
•
ectlhickm.
111.irs.
e14144LE
-r4t4e---1-k;t4it (Qvicern)
Niev:WIEG' .offewo
ristAL
Es, 0.4z.
PERIMETER DETAIL 16: 'Other' Detail
Built-Up Applications and Modified Bitumen Systems
Page-7
....... • •
........ • -
4
Job Address: Pq fis 6, /006{-, Contractor TJLMIi Process No.
Insert Building and Parapet Heights.
( If no Parapet extra. Insert "N/A")
Also insert applicable information pertaining
to the building below.
(See ASCE 7-88 Fact Sheet Attached )
Exposure Category:
Classification Category:
At Hurricane &mane?: Y N
Basic Wind Speed at
Building Location: 1 IOiwk
Building Condition based on
% of Openings:
•
GROUND LEVEL
BUILDING INFORMATION #1
Built-Up Applications and Modified Bitumen Systems
Pagc-8
• • • ..... • . . • ........... • •
Job Address: X A(.6, /00, Contractor
Page -9
Process No.
Sketch Roof Plan indicating all dimensions, any slopes,
roof drains, crickets, or roof top equipment. Also insert
variable labeled "a" which indicates perimeter and corner
dimensions per Chapter 23 of the South Florida Building
Code.
(See ASCE 7-88 Fact Sheer Attached )
4 17
•
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions
•
Built -Up Applications and Modified Bitumen Systems
•
Job Address: .,ga(XE ContractorA8D22z Process No.
•
— FOR PLAN EXAMINER USE ONLY —
Roof System Assembly Product Control Approved:
If NO, note any deficiencies:
Design Pressure Requirements:
Field: psf
Perimeter Areas: psf
Corner Areas: psf
Note any limitations:
Built-Up Applications and Modified Bitumen Systems
Page-10
Reviewed Details?:
Notes:
Reviewed Field Test Data?:
Notes:
•
Job Address: , 6,1 Db5+ Contractor i98-01311.G.- Process No.
Additional Notes:
Built-Up Applications and Modified Bitumen Systems
Page-11
Plan Examiner
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
LIUILDINO CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 93190 -150
1906) 976.2601
PRODUCT CONTROL, NOTICE OF ACCEPTANCE FAX (905) 975 -2900
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 Codc bc
enacted affecting this product or material.
The expense of such testing will bc incurred by tlic Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.:
EXPIRES:
NOV 1 n 1997
METROPOLITAN DADE COUNTY, FLORIDA
MEMO-DADE FLAGLER BUILDING.
aul Rodriguez
Product Control Division
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 Codc
Compliance Department and approved by the Building Codc Committee to bc used in Dadc Cour Florida under
the conditions set forth above.
APPROVED: MAY 0 4 1995
�JV
larks Danger, P.E., Director
Building Codc Compliance Department
Metropolitan Dade County
Applicant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Category: Membrane Roofing System
Sub- Category; Built -up Roofing
Type Modified Bitumen
Sub -Type: SBS, APP
SYSTEMS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Product Control No.: 95- 0330.06
Approval Date:
Expiration Date:
System Description •
MAY 0 4 1995
NOV 1 0 1997
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 !n smooth, granule and fire rated versions. In addition,
GAF offers two ply modified systems to meet the specification requirements for multilayer SBS
modified spec ificaticns.
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, copics of which
can be obtained from GAF and can be found in the Rubcroid Modified Bitumen Application and
Specification manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Undenvritcrs Laboratories. GAF modified bitumen membranes have been tested in compliance with
ASTM D 5147 test requirements.
Contact:
William J. Woodring
Director of Technical Services
(201) 628 -3000
Raul Rodriguez
Product Control No.: 95- 0330.06
•
Jnsulation 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
Maximum Fire Classification
Material Classification
Wood Class A
Steel Class A
Concrete Class A
Lightweight Concrete Class A
Poured Gypsum Class A
3
Product Control No.: 95- 0330.06
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.
Raul Rodriguez
Product
Ruberoid® Torch
Smooth
Ruberoid® Torch
Plus (Granule)
Ruberoid® Torch
Granule
Ruberoid® Torch FR 3/4 sq. roll
90 lbs.
Ruberoid® Mop
Plus (Granule)
Ruberoid® Mop
Granule
Ruberoid® Mop FR
Ruberoid® 20
Ruberoid® 30
Rubcroid® 30 FR
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Dimensions
1 sq. roll
87 lbs.
% sq. roll
. 93 lb. roll
1 sq. roll
102 Ib. roll
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.
Ruberoid® Mop 170 FR 1 sq. roll
103 lbs.
Test
Specification
Product Control No.: 95 0330.06
Product
Description
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 N.on -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 modificd 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
fire retardant, polymer modified asphalt
surfaced and surfaced with mineral
granules.
ASTM D 5147 Non -woven polyester mat coated with
fire retardant polymer modified asphalt
surfaced with miyal gr. n ule.
4
Raul Rodriguez
Product
GAFGLAS®
Stratavent® (Vent Ply)
for Nailable Decks.
GAFGLAS Ply 6®
GAFGLAS Ply 4
GAFGLAS #75®
GAFGLAS®
Mineral Surfaced
Cap Sheet
GAF Materials
Corporation Asphalt
Concrcte Primer
Dimensions
3'x36"
69 Ib. roll
GAFGLAS® 3' x 36"
Stratavent® (Vent Ply) 69 lb. roll
Perforated
3' x 180'
45 Ib. roll
3' x 180'
40 Ib. roll
3' x 108'
75 Ib. roll
3'x36'
76 Ib. roll
5, 55 gallons
GAF Materials 1, 5 gallons
Corporation Fibered
Aluminum
GAF Materials 5 gallons
Corporation
WcathcrCoat®
Emulsion
GAF Materials 1, 5 gallons
Corporation Jetblak All
Weather Plastic Cement
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 sidc 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
v/ith 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.
ASTM D 41
ASTM D 2824 Fibered aluminum coating.
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 wct and dry surfaces.
5
Asphalt concrete primer used to
promote adhesion of asphalt in built -up
roofing.
Raul Rodriguez
Product
GAF Materials
Corporation Jetblak
Flashtite® Cement
GAF Materials
Corporation Plastic
Cement
GAF Materials
Corporation Mineral
Shield® Granules
GAFTEM
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
GAFTITE® Basc Sheet
Fastener and Plate
Galvalume Plates
Polypropylene Plates
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
various
PA 114
3" and 3 'A" PA I I4
3" and 3 '/2" PA 114
6
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.
Raul Rodriguez
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.
Basc sheet fastening assembly.
Round galvalume stress plates.
Round polypropylene stress plates.
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 Polyisocyanuratc foam Apache Products Co.
insulation
Pyrox various PA 110 Polyisocyanuratc foam Apachc 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 1 various PA 110 Polyisocyanurate foam Atlas Energy
insulation • Products
ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy
insulation Products
1-1y-Tec various PA 110 Polyisocyanuratc foam Celotcx Corp.
• - insulation
Hy -Tec 2 various PA 110 Polyisocyanuratc foam Cclotex Corp.
insulation
Hy -Therm AP various PA 110 Polyisocyanuratc foam Cclotcx Corp.
insulation
Hy -Therm White various PA 110 Polyisocyanuratc foam Cclotcx Corp.
Line insulation
Hy -Therm Pyrox various PA 110 Polyisocyanuratc foam Cclotcx Corp.
insulation
Energy LOk various PA 110 Polyisocyanuratc foam Cclotcx Corp.
insulation
Thcrmax various PA 110 Polyisocyanuratc foam Cclotcx Corp.
TRI -STAR insulation
7
Raul Rodriguez k
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
#15
Dekfast Fasteners
#12
TPR
ISO 95+ GW various
ISO 95+ GL various
ISO 95+ Composite
ISO 95+
Asphalt
High Density Wood various
Fiberboard
Perlite Insulation various
Test Product
Dimensions Specification Description
PA 114
PA 114 Galvalume hex stress plate.
PA 114
PA 114
PA 114
PA 110
PA 110 ..
PA 110
PA 110
PA 110
PA 110
Insulation fastener for steel
and concrete decks
Polypropylene locking
plate.
Insulation fasteners for
concrete decks
Insulation fastener for steel
and wood decks.
Aluminun9 fastener for
lightweight, gypsum and
tectum decks
Polyisocyanurate foam
insulation
Polyisocyanurate foam Firestone
insulation
Polyisocyanurate / perlite Firestone
ridged insulation
Polyisocyanurate foam
insulation
ASTM D 312 Type 111 or 1V hot asphalt generic
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
generic
generic
Product
Red Rosin various
Roofing Nails Minimum # PA 114
Tin Caps
al MB aluminum
roof coating
Grundy
Industrial
Emtilsion
#14 Roofgrip
Gripdek Fastener
Dimensions Specification Description
12
Min. 32 ga. x
Type X Gypsum various
Sturdi -Top various PA 110
Premium Metal 3" square
Plate
Standard Plastic 3" round
Plate
Karnak No. 169
Karnak 97
Barrier Board Plus various
Test Product
Rosin paper for barrier
layer on wood decks
Corrosion resistant annular generic
ring shank nails
Corrosion resistant circular generic
discs.
Fire resistant rated gypsum generic
Wood fiberboard
generic
Product Control No.: 95- 0330.06
Manufacturer
Georgia- Pacific
PA 121 Aluminum roof coating Grundy Industries
PA 121 Asphalt emulsion Grundy Industries
PA 114 Insulation fastener steel, ITW Buildcx
wood or concrete decks
PA 114
O
9
Insulation fastener
Raul Rodriguez
ITW Buildex
PA 114 3" square galvalumc AZ55 ITW Buildcx
stress plate
PA 114 Polyolefin plastic plate ITW Buildcx
ASTM D 2824 Aluminum root Karnak Corp.
PA 121 Roof coating Karnak
PA 110 Polyisocyanuratc foam / NRG Barriers, Inc.
wood fiber insulation
Product
Test Product
Dimensions Specification Description
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 . Polyisocyanurate foam
insulation
E'NRG'Y -2 various PA 110
' Con -Tite
(Fluted Nail)
Olympic Standard 3" round PA 114
Olympic G2 Plate
PA 114
3.5" round PA 114
Olympic 3.25" round PA 114
Polypropylene
Olympic Fastener PA 114
Olympic C -R PA 114
[lase Sheet
Fastener and Plate
Fiberglas various PA 110
I0
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Concrete deck insulation
fastener
3" round galvalumc
AZ55 steel plate
3.5" round galvalume AZ55
steel platc.
Polypropylcne
plastic plate
Insulation fastener
Base sheet fastener and
platc.
Fiber glass roof insulation
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.
Olympic
Manufacturing
Group, Inc.
Giympic
Manu facturing
Group, Inc.
Owens - Corning
Fiberglas Corp.
product
Foamglas Board
Multi -Max
Thermaroof
Composite
Fes -Core
Fesco Foam
UltraGard Gold
HD Insul -Fixx
Fastener
Insul -Fixx Fastener
Insul -Fixx S
lnsul -Fixx P
Rawl Drive
Rawl Fasteners
#12
Rawl Fasteners
if
Test Product
Dimensions Specification Description
various
various PA 110
various
various PA 110
various PA 110
various PA 110
PA 114
. PAII4
3" square PA 114
3" round PA 114
PA 110 Expanded glass insulation Pittsburgh Corning
board.
PA 110 Polyisocyanurate foam / Rmax, Inc.
perlite composite insulation
PA 114
PA 114
PA 114
Polyisocyanuratc foam
insulation
Polyisocyanurate foam /
fescoboard insulation
Polyisocyanurate foam /
fescoboard insulation
Polyisocyanurate foam
insulation
Insulation fastener for use
in steel and concrete decks
11
3" round plastic stress plate
Insulation fastener and steel
and plastic stress plate for
concrctc deck
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
Rmax, Inc.
Schuller
International Inc.
Schuller
International Inc.
Schuller
International Inc.
SFS /Stadler
Insulation fastener for steel SFS /Stadler
and wood decks
3" square galvalume AZ55 SFS /Stadler
stress plate
SFS /Stadler
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
Product
Rawl 3" Plate
Rawl Spike
Rawlite
Dimensions
3" round
Rawlite 3" Plate 3" round
Test
Specification
PA 114
PA 114
PA 114
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
12
3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
Raul Rodriguez
Product Control No.: 95- 0330.06
Manufacturer
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
The Rawlplug
Company Inc.
•
Factory Mutual
Research Corporation
Test Reports
Underwriters 81306 Fire Classification
Laboratories, Inc.
Dynatecli Engineering, 3600.02.95 Wind Uplift, Small
Inc. Scale
13
Raul Rodriguez
Product Control No.: 95- 0330.06
Test Agency Test Identifier Test Name /Report pig
Construction Research #4818 Wind Uplift 07/10/87
Laboratory, Inc.
J.l. OT4AI.AM Wind Uplift 08/26/92
J.I. IV7AO.AM Wind Uplift 07/16/92
J.I. 1V8A4.AM ! Wind Uplift 06 /28/93
J.I. 1RIA6.AM Wind Uplift 1 1/15/91
J.I. 0T2Q4.AM Wind Uplift 10/17/91
J.I.0Q6A6.AM Wind Uplift 07/16/91
J.I. 2M0A4.AM Wind Uplift 03 /21/87
J.I. 3X3A2.AM Wind Uplift' 08/02/94
J.I. 0Y9Q5.AM Wind Uplift 07 /29/94
J.I. 3X3A2.AM Wind Uplift 08/02/94
South Florida GAF -53 -X -915 Physical Properties 03/08/91
Test Service
OS /01 /94
02/02195
Membrane Type: APP
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
' %_" or greater plywood or wood plank decks
Base sheet mechanically fastened.
Product Control No.: 95-0330.06
One ply of GAFGLAS® PIy 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or
GAFGLAS® Stratavent® (,Vent Ply) for Nailable Decks mechanically fastened as
described below:
Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9"
o.c. at the sidelap and two staggered rows 12" o.c. centered on the sheet.
Ply 4 and Ply 6® applications require sheathing paper over wood decks before
application of anchor sheet.
(Optional) One, two or three plies of GAFGLAS® Ply 4 or GAFGLAS® Ply 6®
in type III or IV asphalt at an application rate of 25 Ibisq. ± 15 %. •
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
(Optional) Install one of the following:
I. GAFGLAS® Mineral Surface Cap Sheet in typc 111 or IV asphalt at an
application rate of 25 lb./sq. ± 15 %.
2. Karnak 97 or GAF Fibered Aluminum at 1.5 gal. /sq. or GAF WeatherCoat
Emulsion at 3 gal. /sq (for Torch Smooth applications only)..
-60 psf; see System Limitation #3.
'A'; see General Limitation #2.
3:12; see General Limitation #3.
N- 1 -1 -TS, N- 1- 1 -TSC, N- 1 -1 -TG
40
Raul Rodriguez
Membrane Type: SBS
Deck Type 1: Wood, Non - insulated
Deck Description: '%_" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet:
Fastening:
Note:
.PIy Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure: -60 psf.
Product Control No.: 95- 0330.06
One ply of GAFGLAS® PIy 4, GAFGLAS® PIy 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® PIy 4, GAFGLAS® PIy 6® or
a single ply of Ruberoid® 20 in type 111 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 111 or IV asphalt at an application ratc of 25 lb./sq. ± 15 %.
(Optional) Install one of the following:
I. GAFGLAS® Mineral Surface Cap Sheet in type 1i1 or IV asphalt at an
application rate of 25 Ib. /sq. t 15 %.
Maximum Fire
Classification: Class 'A'; see General Limitation #2.
Maximum Slope: 3:12; see General Limitation #3.
Specification No.: N- I -I -MG, N -I -I -MGFR, N -1 -1 -MGFR, N -I -2- 20/30, N - 1 - 2 - 20/30FR,
N- 1 -I -MGP
A i %
i
; -�, % �
1
Raul Rodriguez f i //
4 ' ��'
Wood Deck
System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate
asphalt seepage and bonding of base sheet to wood plank deck. A red rosin
sheet may also be installed on plywood decks as an option. A red rosin sheet
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
Product Control No.: 95- 0330.06
•
Membrane Type:
Deck Type 2I:
Deck Description:
System Type B:
All General and System Limitations apply.
Insulation
Base or Top Layer
ACFoam -1
Minimum: 1.2" x 3' x 4'
Minimum: 1.2" x 3' x 4'
Minimum: 1.2" x 3' x 4'
Minimum: 1.2" x 3' x 4'
Minimum: 1.2" x 3' x 4'
Minimum: 1.2" x 3' x 4'
ACFoarn -I1
Minimum: I'/." x 4' x 4'
Minimum: lY." x 4' x 4'
Minimum: IY." x 4' x 4'
Minimum: I %" x 4' x 4'
Minimum: 1' /." x 4' x 4'
Minimum: I' /." x 4' x 4'
ACFoam Composite
Minimum:I'/2 "x4'x4'
Minimum: 11/2" x 4' x 4'
Minimum: 11/2" x 4' x 4'
Barrier Board Plus, E'NRG'Y-1 Plus, E'NRG'Y-2 Plus
Minimum: I'/--" x 3' x 4'
Minimum: I /2 x 3' x 4'
Minimum: l'' /" x 3' x 4'
Minimum: 1'/2" x 3' x 4'
E'NRG'Y -2, PSI -25
APP
Steel, Insulated, New Construction
18 -22 ga. steel
Base layer of insulation mechanically fastened, optional top layer adhered with
approved asphalt.
Fastener
LW&
Insulfixx S/P
Dekfast S
Roofgrip S/P
Gripdek S/P
Olympic S
GAFTITE® S
Insulfixx S/P
Dckfast S/P
Roofgrip S/P
Gripdek S/P
Olympic S
GAFTITE® S
Insulfixx S/P
Roofgrip S/P
Gripdek S/P
Insulfixx S/P
Dekfast S/P
Roofgrip S/P
Gripdck S/P
Minimum: 1.4" x 3' x 4' Insulfixx S/P
Minimum: 1.4" x 3' x 4' Dekfast S
Fastening
Detail No
43
[
[
[
[
[
[
[
[3]
[3]
[
[3]
[
[3]
[3]
[
[
[
[
[
[3]
[3]
Raul Rodriguez .
Product Control No.: 95- 0330.06
Fasteners
Per Board
6
6
6
6
6
6
8
8
S
.8
8
8
8
8
8
6
6
6
6
Fastener
Density
•
1:2 ft?
1:2 ft?
1:2 ft?
1:2 ft.
1:2 ft?
1:2 ft?
1:2 ft.
1:2 ft.
1:2 ft.
1:2 ft.'
1:2 ft.=
1:2 ft.
1:2 ft.'
1:2 ft.=
1:2 ft.
1:2 ft.
1:2 ft.
1:2 ft.
1:2 ft.=
1:2 ft.=
:2
2
General Limitations:
Product Control No.: 95 0330.06
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 Ibs.sq.. 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 perform; d 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 bast sheet in compliance with Dade County Protocol PA 117 of the
South Florida Building Code.
All attachment and sizing of perimeter Hailers and metal profile designs shall
conform with Dade County Protocol PA 111 of the South Florida Building Code.
Raul Rodriguez /
6/ /
163 r
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 11 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(a)(3) of the South Florida
Building Code.
r
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 Ibs/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 1I
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 Ibf as tcstcd in compliance with Dade County Protocol PA
105. If the fastener values as tcstcd are below 250 Ibf 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 not more than 90 Ibf... •
Raul Rodriguez/
169
•
V •' ,
• ,
21. Fastener spacing for insulation attachment is based on a Minimum Characteristic
Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, is
below 300 Ibf. 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.
170
1
Raul Rodriguez
Product Control No.: 95- 0330.06
•
.• •
RUBER011r Specification N-1-1-MG
1- •
wetes te.
..SLIM
:
MOM.
No
174 1.
er
Sebitrato — inch minimum plywood, gfrpsum, structural wood fiber,
lightweight insulating concrete. See - Ligetweight Insulating Concrete Decks,'
page 10
SIAN —Up ro 1 inch per loot for liglitwe ht insulating concrete; up 10
3 inches per lool tor other MA'S
Materials
WO Materials Corporation Steep
GAFGLAS 175 Wise Sheet
RORER= MOP (Granule Surfaced)
Approximate Weight Per Square
+,••■•■••••••••,.-
P
• Tot81145-155
...---- Suere nteee 1111 bl
Spectlication_ _ ROBERTI fbeny . RUBEROID • •
.. _ , ..
' N-1•1-MG 12.10 1 12. 10 ..
1110■1 IIMOOSOLS
GO111/011A/1011
fienerel
flernminelidations presented on pages 17-22 shall apply In addition to the
following application leCOMMeAdallOnS.
Application IlecominendatiOns
1.1. ay une ply ut GAEGLAS• 175 Base Sheet (or in the case of a fresh lightweight
Insuljting concrete al OYOSuin deck whole S11IATAVEN1' (Vent Ply) for Nagai*
$iik' h 'twined), with a routiriturn 2 Inch side lap and not teas than 6 elell end
laps. Nail ailing side tap ot the base ply at intervals not to exceed 9 inches and
stegger-nail down the center of sheet in two rows with nags spaced at 18 Inch
intervals in each row.
2. Stalling at the low point of the foot fully embed one ply of RUBEROID MOP
(Granule) Ili a nominal 25 pounds per 100 Square feet (plus or minus 20%}
continuous coat of Steep Roofing Asphalt ASTM 0.312 Type 111 or IV. The
RUDE ROID membrane must be positioned 10 provide 4 inch side laps and 6 inch
end laps.
51
FROM :ALLIED MIAMI
11.
••v••• ee • -• -••-
TO:
ROOFING SYSTEMS (TGFU)— Continued
Ply Sheet: One or more (yam of Type G1 GAFGLAS Ply 4. trot mopped in pICe. R
• Membrsne: "Auberoid Mop FR" (granule}.
Surfacing Optional): GAF Meted Aluminum Costing of 1 - 1/2 ouVeo • or GM Weather Cent
(mullion (it 3 gsi/aq• Incline: 1R • '+
10. Deck. C.16/32
Insulation (OptlonsI) Onk or more Were perllts. glass fiber. 2/4 in. min, woey enursts. ure-
thane. perlhe /iaoeyrwrft0 composite, OVIlieurclnerit nom000tte. phenolic. 14/2 In.
Bee Sheet: One or more layers of Type G2 "GAFGLAS #76 Base Sheet ". hot tnoppe d or ow.
- t• . ohantealy fastened M pteoe. 4 ; or '16AFGIA4 Ply h" hot. Ply Sheet: One or more foyers of Type 01 "GAFGLAS My
mopped In place. •
Membrena :"Rubtrold Torch FR" (granule).
$urfaetng (Optional) GAF Fleeted Aluminum Coating Et 1 -1/2 00 /so or GAF Weather Cost •
Emulsion st 3 'WK. Incline: 1/2
Deck C•16/32
Insulation: hcyanunte, 2 In. 1ntn.,'woed fiber, omit. or Bless fiber, any shames. hot
mopped or sn.ehinkally fastened In pteet. Joints off -set d In.
Saes (heat One or more layers of Type G2 "GAFOLAS *76 Bale Sheet'. het mopped er me-
Cnanica8y festered in place.
Ply shoot (Option,* One or Inns bore of Type 01 " GAFGLAS My 4" or - Pty r hot
.Hopped in place.
• Membrane :"Ruberoid Torch FR" (granule). • • •
• '� Surfacing (Optional): GAF Filmed Aluminum Coating at 1•112 oil /sq or GAF Weather Cost
Errwlaion at 3 osVao• Mctins: 1/2
12. (Dock: C•15/32 d O/ ant
Insulation )Optional* lsoeysnurete, partite or glees fiber. any thickness. hot moppe •
chenlcally fastened in place. Joints oH011$ In.
Seat Sheet One or more flyers of Type G2 - GAFOLAS *76 Sae sheer. fat mopped or as
chankety fastened M place. .
Ply Sheet One or more layers of Type GI GAFGLAS Ply 4 " or "Ply Ir. i n hot mopped. Putt
Mtmbrena: "RubsrOid Torch FR (granule).
Surfacing (Optional): GAF Fibored Aluminum Coating at 14/2 eel/sq o► GAF Weather Cleat
Emulsion st 3 gal/IQ. _ _
13. Deck NC
Insulation (Optionstk hoeyanurets. wood fiber board. pergte. Olen fiber. any thickness. hot
mopped or mechanically fastened in plea. Joints of4ot Bin.
Ikea (hest: One or store layers of•Type G2 "GAFGLAS *75 Base Sheet, hot mapped M
plea.
ply Shoot (Optimal)): One or snore Sayan of Typo 01 '"GAFGLA6 Ply 4 " of "Phr 1 hot' •
mopped In place. '
Membrane: "Ruberoid Torch FR" (granule)
Surfacing (Optionatl: MAY Fibered Aluminum Coating of 1 -1/2 geVtrq or ▪ GAF Weather Coat
emulsion at 3 g.Veq. Incline: 1 '
14. Deck: NC •
Insulation (Optionstk Isotyenurats, wood fiber board. porllte, Bien fiber. any thickness. hot
mopped or mechanically fastened In piece. Joints off set d in.
Baas Sheet: One or more Uyere o1 "GAFOLAS *76 Base Sheet". hot mopped in place.
Ply Sheet IOptlonetk One or more foyers of "GAF GLAS Pty 4 or "Ply h" hot mopped In
piece.
Membrane :'Ruberold Tamil FR" (granule).. . ' .
. 4uifeeing (OptIonaq. GAF Weather Cost Emulsion applied it rget /al) Or GAF.FIbfr � unit -°' ; •
OUT Coating at 1 -112 gsVtq. • • "..
15. Deck: C -15/32
Incline: 1 /2
Insulation (Optional): Partite, fiber gins. feocyenurste, urethane. perliter.soeyanurat. (*moos -
he or phenolic.
hose Sheet One or more layers of Type 0.2 or 0.3 base sheet. hot mopped or mechenketly
fastened.
Ply Sheet (Optional): One or more toyer: of Typo 0 -1. hot mopped M place.
Membrane: "Rubrald Mop FR" (granule).
16. Deck: C•15/32 ' Incline: 1/2
-
Insulation (Option)) Perth °. fiber plan. taoeyanurete, urethane, porltto/Isoeyanurate contpoa-
ito or phenolic. offset h in. from Wino.
_ Sago Sheet: Once or .ners Myers .f Type G or G3 bee sheet, het mopped or mechanically
fastened.
Ply Shoot (Optfenal): One or more Isysrs of Type G hot mopped in ghee.
Membrane: One layer of - Ruberotd Torch" (smooth).
Mombr.r►s: OM toyer of "Ruberoid Torch fR" ((ramie) ...
17. peck: NC .. Incline: 1
Insulation (Option(): Partite. firer glass. wood fiber. feocysnursto. Witham, perlitelilocyanu-
rate Compostte Of ph.riolMC. •
B ase Sheet One Or more levers of Type 0.2 or GJ base shell. hot mopped er mechanically
fastened. .
Ply Sheet tOptlonik One Or more layers of Type 6 -1. hot mopped In ptacs.
Mambrene: One foyer of "Rubsrold Mop FR" (granule).
1 • . Deck: HC Incline. 1/2 . •
L Qneoletion (Optional): Pena, fiber glass, weed fiber. kocysIwrate, Itrelhane,. perlttA/kocyanu•
. sate composite or phenolic.
B est Sheet (Optional One or more layers of Type G-2 or G-3 boorsheet, hot rnopp or me'
Ch.nlcatry hstenod. '
Ply Sheet (Optional* One or more layers of Type G-1. hot mopped M plea. • • •
Membrane: One layer of "Iiub.rold Torch" (smooth).
Membrane: One toyer el "Aub.rold Torch FR" (promote). - ••
��.... r wr,w•,v ra
i•.wr oPlrftlG ?___
•
APR ?. 1995
MIAMI SHORES VILLAGE
Application is hereby mode for the approval of the detailed statement 01 we plans and specifications herewith submitted for the build •
inc or other structurr 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.
Owner's Name and Address . Mr, _ No Street_
Registered Architect and /or Engineer.. .„ ... „,r..,...:
Name and address of licensed contactor ,A . 36$•0• •1Wtr- •4•3•5r-•St. O a Locka Fla; 35054
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done
State work to be done and p
i .�
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Ncw Building Remodeling
To be constructed of Kind pE foundation
/ ✓ J�
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 74 Date 10/X7/ (4 Rea • j.worn
Disapproved t Date.__......___,
(Signed)
Building Inspector
Chainnan
Member
\icmbcr .. ..
Council Approved Date
otary
My ommission
PLANNING BOARD
Date Oct 20 80
r
and for no other purpose.
Addition Repairs No, of to
-r
Roof Coovering
Estimated Total cost of improvements rovements 6 '.. o ft Amount of Permit 3.. i ..7
Zone cubage required , Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load tp 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 arbor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supi)lement,
and has complied ssith 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 inspe o on th rte of the work uch Public otice
or notices as are required by the Act. The undersigned agrees to employ only such subcorc rs, o ork to ormed- �+g�i -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
... .to me well known,
and that he did sign the same, and chat all facts
yeribed , > . e roe,
ublic, State o Flo .
aDTARY S IC STATE OF FLOR10tA Al fiA�i
xpires .. irrCOA7fA1SS10N'.fXRPTIE 'E"JZT; ri 2
DATEIDGED > HIU GM” IR6: I tfifill>ll�
Member -
Member
Member
Disapproved
Date
NOTE: A charge of 31.00 will be made for making corrections or changes to this application after approval has been obtained from
tilt I'Lumir'. Board.
A rc•m.pection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for ins tine of faulty
materials and /or workmanship.
BUILDING INSPECTION DEPARTMENT.
MIAMI SHORES VILLAGE
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.
Owner's Name and Address Wm , E . p.
Date... J anua r.Y_
».. »....» _ No. 82 1 ..._...._ ». Street._N . ,.. . . F 100th St.
Registered Architect and /or Engineer
Name and address of licensed contactor Andrews Roofing Imp. Co. 4300 E. 11th Ave. Hia
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 82_4. ......E—_...111.0.t h _
s air leaks in two valle
State work to be done and purpose of building (by floors) ... »_ repair ...�_'
_..__ and for no other purpose.
New Building Remodeling Addition Repairs X No. of Stories 1
To be constructed of Kind of foundation Roof Covering W . S . T. & Gravel
Estimated Total cost of improvements $ 350 . 0 0 Amount of Permit $,. 5.00
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 Andrews Roofing 4 Imp. Co., 4300 E. llth Ave. Hia.
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 subcon ractors on worljto 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 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 state e true .,t �
Permit No.._.__._._..__.. _ Date Read, Sworn to and Subscribed before me.
Disapproved
(Signed)
Chairman
Member
Member .......
Notary Public, State of Florida
Building Inspector —°" My Commission Expires
PLANNING BOARD DATE
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 hoard.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty
materials and /or workmanship.
BUILDING
ELECTRICAL
PLUMBING
ROOFING
MIAMI SHORES VILLAGE, FLORIDA t/
o DATE. #}' r ' 19
❑ PERMIT N9 5961 Contractor's > ,
❑ License No. ;'
❑ Work to be performed under this Permit
Owner of
Building
Architect
Contractor
or Builder
Legal Lot
Description II B1
Address of "'° Value of t.. ' 1 Amount of
Building L.. j `" Project $ f =• . - °'` � 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
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances c d regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
a
CONTRACTOR OR BUILDER
Subdi-
vision
BY
AUTHORITY
AB eel
/"
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 Villagc, 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.
Owner's Name and Address
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be bult on
Lot 6 'Of 7 Block / ( � ,Subdivision
� 9S
Street and Number where work is to be done
APPLICATION FOR BUILDING PERMIT
State work to be done and purpose of building (by floors ) _ ___ _
and for no other purpose.
New Building Remodeling v Addition Repairs No. of tones
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ /1/46), Amount of Permit $ 571 _
Zone cubage required
Distance to next nearest building
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 Sup lement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or
in the work to be performed under this permit; and will post or cause to be posted for inspect' on
or notices as are required by the Act. The undersigned agrees to employ only such sub sn
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
,5`0
Date S ._ , 19_
No Street
cery •5_ 1 (-' C r-
Plan Cubage
_Size of Building Lot
actors employed by him
e work s h public notice
nder this
J
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
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 _ G? 1 Date 1 °l — / 0 —6 C � Read, Sworn to and Subscribed before me.
Disapproved Date
( Signed) `
tt> Notary Public, State of Florida
_
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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and, specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date k kily 14, ,19553
Owner's Name and Address GB Xl @H Q Qn8t- Donovan N 5232 Street W. Flagler St.
Registered Architect and /or Engineer.
Name and address of licensed contractor Sdeaa,_ in$ and Sheet Metal Works, I 261 N. E 73 St.
Location and legal description of lot to be built on:
Lot E 4 Block 169 Subdivision
Street and Number where work is to be done 824 N. E. 100 St.
State work to be done and purpose of building (by floors) S #__left tin oepped
190# __s .at_e___mopped___eo - d
and for no other purpose.
New Building X Remodeling Addition Repairs No. of Stories 1
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 9 Amount of Permit $ 5.00
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 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 %b'e performed under this
permit, as are licensed by Miami Shores Village. \ \>
Remarks (Signed) m� l
ca
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 ______ 1_ ! Date `� ° / 4@ _ Read, Sworn to and Subscribed before me.
Disapproved Date
(Signed)
'ding Inspector
to me well known,
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
t e 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.