863 NE 99 St (12)T at e
X
•
Sigttatut
6 -6 -97
Notary as to el mer and/or C
My Commission Expires:
FEES: PERMIT
APPROVED:
Zoning
Mechanical
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address
863 N.E. 99 Street Tax Folio
egal Description Historically Designated: Yes No
Dwner/Lessee / Tenant � ' fi""Romnev Master Permit # `l U
Dwner'sAddress 863 N.E. 99th Street Phone 754 -2626
ContractingCo.Quality Roofing Contractor, Inc. Address 251 N.W. 99th StrPPt
Qualifier Carlos Arocho 751 —0382
State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mongagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Tear off flat roof to wood deck, tin cap base sheet felt as per code,
install eave drip metals and flashing where required and mop on with type
III asphalt one layer of modified bitumen.
Square Ft. 4 s q• Estimated Cost (value) 1,200.00
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
regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
•
d
4 owner
•
Condo Preside
Date
MARYLOU HERNANDEZ
MY COMMISSION # CC 324212
EXPIRES: October 10, 1997
Bonded Thrr Notary Public Underwriters
RADON
Building
C7
Date
Plumbing
C.C.F.
fli2;of
1
Signature of Contrac •r or Owner - Builder Date
1� t .p 111
► v�F
Notary as to C.1 tractor or Owner - Builder
My Commission Expires:
Electrical
MARYLOU HERNANDEZ
MY COMMISSION # CC 324212
EXPIRES: October 10, 1997
Bonded Thru Newsy Public Underwrtters
(e / 3 1 7
Engineering
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
pp S63 �. E 99 .S
Contractor's Name:Du� l, �� (X?� n C A n��r c1 - �G - Jo b Add ress : l r r /--
ROOF CATEGORY
8 (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
/ ROOF TYPE
❑ New Roof 2 Re roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft S , Sloped Roof Area (ft `0 ` Total (ft '7T Master Permit No.
Exposure category (per ASE 7 -88): .L Building Classification category (per ASCE 7 -88 table 1): 2
ROOF HEIGHT AND SYSTEM DETAILS
c. (Draw details as needed)
1 1(4 ikel
I
t
ROOF PLAN
ATTACHMENT
,)
Fastener Type: 1 /N 1i c h fin a 5
SPACING
II , 11
Field: �2 O.C. Perimeter: O.L. Corner: Go D.C,,
DETAIL 1 & 2
123.01-78 9/96
Page -1
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ridge Ventilation?
MEAN HEIGHT
Deck type:
Underlayment:
D E T A I L I
3
SLOPED SYSTEM DESCRIPTION
Insulation:
Fastener type & spacing:
Cap Sheet:
12"
ROOF SLOPE
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail ,Drawings
3) Municipal Permit Application
4) Other Component Approvals
TILE CALCULATIONS
(Pmaxl: X X (Aerodynamic Multiplier): ) - M = M PCA:
(P1nax2: X 7 (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax3: x a, (Aerodynamic Multiplier): ) - M = M PCA:
Page -2
r
mETRODADE
CS Roofing Products Company, Inc.
5525 MacArthur Blvd., Suite 900
Irving, TX 75038
Your application for Product Approval of CS Roofing Modified Bitumen RonfSystcm5 under Chapter 8 of the
Metropolitan Dade County Codc governing the use of Alternate Materials and types of Constructibn, and completely
described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory
M Research Corporation, Underwriters Laboratories and United States Testing Company, 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 sccurc 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 Codc Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves'
the right to require testing of this product or material should anyamendments to the South Florida Building Codc be
enacted affecting this product or material. •
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.:
EXPIRES:
9 5- 0502.0.4Rcviscs No.• 94.0531.0.11
04/17197
METROPOLITAN DADE COUNTY. FLORIDA
METRO-DADE .FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO.OADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130.1563
(305) 375.2901
FAX (305) 375.2908
PRODUCT CONTROL SECTION
PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (3
Raul Rodriguez
Product Control Division
Supervisor
THIS IS THE COYERSHEET. SEE ADDITIONAL, PACES FOR SPECIFIC AND GENERAL
CONDITIONS.
BUILDING CODE COMMITTEE
This applicn Lion for Product Approval has been reviewed by the Metropolitan Dadc County Building Codc
Compliance Department and approved by•the Building Codc'Committcc to be u.. d in Dade Cot ltl'i Florida under
the condition's set forth above.
APPROVED: 06/13/95
Charles Danger, P.E.. Director
Building Code Compliance Department
Metropolitan Dade County
i 4
NOTICFOF A(',,S'EPTANGE: STANDARI,S'O IT1ONS
Extensions of Acceptance may be considered after a new application has been filed and the supporting data,
ICS( reports no older than ten (10) years, have been re- evaluated.
All reports of re shall bear the seal, signature and date of an engineer registered in the State of
Florida.
Any revision or change in the materials, use, or manufacture of the product or process shall automatically be
cause for termination, unless prior approval is granted for revisions or change. .. •...., •
Any unsatisfactory performance, of this product or process or a change in Code provisions shall be grounds
for rc evaluation.
This acceptance shall not be used as an endorsement of any product for sales or advertising purposes.
•
The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the
expiration date may be displayed In advertising literature- If any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
Product approval drawings, where required for permit applications, shall be provided to the applicant by the
mane facturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be
re scaled by an engineer.
�. Failure to comply with the Standard Conditions shall be cause for termination of the Approval.
This Product Control Approval supersedes No. 9-1-0531.0.8
Raul Rodriguez .
. Product Control Division
Supervisor
0 ,
A r2s)
CS Roofing Products Company, Inc. (MB)
5525 MacArthur Blvd.
Suite 900
Irving, TX 75038
Gates Membrane Roofing System
Sub-Category: Built -up Roofing
Tv Modified Bitumen
St b -Tvpe: SBS /APP
PRODUCT CONTROL. NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL.
Product Control No.: 95- 0502.04
Approval Date: JUN 1 3 ;
Expiration Date: • 09/12/97
System Description
GS Rooting Products Company, Inc. manfiiactures and markets nationally a complete line of residential
and commercial BUR and modified• bitumen products. GS Roofing Products Company, Inc. markets
these products through local distribution in the South Florida jurisdiction.
GS Rooting products and systems are the result ofyrs of manufacturing experience and product
development and have been proven by yearsofccperience to the construction field.
GS offers a variety .of approved nsulatcd and non - insulated roofing systems. For detailed system .
constructions, refer to the following publications: "Commercial RoofSystem Spccifitxtion Manual" and
"FI int lastic Roof System Catalog. ""
GS products and systems have been tested in compliance with alt provisions of the South Florida
Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation Tor
fire and wind uplift resistance.
GS provides technical service and warranty information through regional offices. For the South Florida
Metro -Dade area, call 1 -800- 777 -2563.
Contact:
Pat Neuhaus
Commercial District Manager
2900 Bird St. •
Charleston i•Ieights, SC 29405
(803) 744 -7451
Raul Rodriguez
2
I'rnriti
Dimensions
II \Vcathcr /Empire 36" x 72'; Roll
B :isc Sheet weight: 86 lbs.
(2 squares)
FIcx- I- GlasTm Base 36 "x 103'; Roll
Sheet weight: 90 lbs.
(3 squares)
I- GIasTm FR Base 39 x 50'; Roll
weight: 90 Ibs.
(1.5 squares)
Fl ntglas® Ply Sheet 36" x 180'; Roll
Type IV or VI weight: 40/55 lbs.
(5 squares)
lintlasticSTA 39'/8 "x33 ;Roll
weight: 90 lbs.
(1 square)
f lintl: stir GTA
Hintlastic GTS
Hintlastic GMS /GMS
iPrcinium
TRADE NAMES OF PRODUCTS MANUFACTURED OR
. LABELED ov APPLICANT
39'/ "x33'3
Roll weight: 105
lbs.
(l square)
39'4" x 24'9 ";
Roll weight: 92
lbs.
('A square)
39'/ x 34' 2";
Roll weight:
100/105 Ibs.
(I square)
' i tic,stic FR/FR - 393/8, x 34'2 ";
Roll weight: 105
lbs.
(l square)
Test
$pccificntion
ASTM D 2626 Asphalt coated, organic base sheet.
UL Type 15
UL Type G2
UL Type G2
ASTM D 2178
Type 1V or VI
UL Typc G1
ASTM D 5147
ASTM D 5147 Granule surfaced, APP Modificd
Bitumcn membrane with non -woven
polyester mat reinforcement for toch
application.
ASTM D 5 147 Granule surfaced, SBS Modificd °
Bitumen metiibranc with non -woven
poIycstcr mat reinforcement for torch
application.
ASTM D 5147 Granule surfaced SBS Modificd
Bitumen membrane with non -woven
polyester mat reinforcement for mop
application.
ASTM D 5147 Fire resistant, granule surfaces SBS
Modified Bitumen Membrane with
non -woven polyester mat reinforcement
for mop application,
3
•
Raul Rodriguez
Product Control No.: 95 0502.04
Product
Qcscriptio
Modificd Bitumen. coated fiberglass
base sheet.
Modified Bitumen, coated fiberglass
base sheet.
Fiberglass, asphalt impregnated ply
sheet.
Smooth surfaced, APP Modified
Bitumen membrane with non -woven
polyester mat reinforcement for torch
application.
Produc(
F lintlastic FR Cap
GlasBaseTM Base Sheet
Poly SKIS Base Sheet
Yosemite® Mineral
Surfaced Cap Sheet
Stormshield
Dimensiong
39'1, "x3.4'2' ;
Roll weight: 90
lbs.
(1 square)
36" x 108'; Roll
weight: 69 lbs.
(3 squares)
39'/ x 64' 4";
Roll weight: 90
Ibs.
(2 squares)
36" x 36'; Roll
weight: 90 lbs.
(t square)
36" x 75'; Roll .
weight 76 lbs.
(2 squares)
Test
Specification
Product Control No.: 95- 0502.04
Product
Description
ASTM D 5147 Piro resistant, granule surfaced SBS
• Modified Bitumen membrane with
fiberglass mat reinforcement for mop
applications.
ASTM D 4601 Asphalt coated, fiberglass base sheet.
UL Type 02
ASTM D 5147 Modified Bitumen, coated polyester
base sheet.
ASTM D 249
UL Type 30
PA 103s
4
Raul Rodriguez
Mineral Surfaced organic cap and buffer
sheet.
Slag surfaced SBS Modified B,itume'n
sheet with fiberglass reinforcement for
peel and stick application.
Produc
Thcrm
YJ ro:
?:\POC2i2
Sunbright 400
M P;.
.`'.Croam if
Cc!corc
-\.: chorbond
h;,,tcner
various
various
various
A.nchorbond LCW"
liSh1 veight
Concrete fasteners
Hi;h Density various
ribcrbo.rd
DckHst Fasteners
Dckinsi Hex Plate 2 7/8" x
3 1/4"
Test Product
Dimensions Specification Description
PA 114
PA 114
Dekfast Lock Plate 3" x 3 1/4" .PA 114
TRADE NAMES OF PRODUCTS MANUFACTURED ov OTHERS
PA 110 Polyisocyanuratc foam
insulation
PA 110 Polyisocyanurate• foam
insulation
PA 121 • Roof coating
PA 110 Polyisocyanurate foam
insulation
PA 110 Cellular insulating concrete
system
Insulation fastener and
metal or plastic plate
Base ply fastening systems
for lightweight concrete
decks•.•
PA 100 Wood fiber insulation
Polypropylene locking
plate.
Raul Rodriguez
5
Product Control No.: 95- 0502.04
Apache Products Co.
JNnnufncturer
Apache Products Co.
PA 121 Aluminum roof coating. APOC, Subsidiary of
Gardner
APOC, Subsidiary of
Gardner
ASTM 3019 Asphalt based cold applied APOC, Subsidiary of
Type III adhesive. Gardner
Atlas Energy
Products
Celcorc, Inc.
Cclotcx Corp..
Cclotcx Corp.
Cclotcx Corp.
PA 114 Insulation fastener for steel Construction
and concrete decks Fasteners Ind.
PA 114 palvalumc hex stress plate. Construction
Fasteners Inc.
Construction
Fasteners Inc.
:) Fasteners
Dc:•:ins( Fasteners
\.1•;0, FM - 15,
: , r
u0 FM-90
',.:lydner Cold
::.00r Cement .
LIE
Dc'llsity Wood various
,,t'rJo1rd
. Test Product
Dimcnsius ,$pccilicntion Pefcriptiort jvinnufnctuier
.PA 114 Insulation fasteners Ibr Construction
concrete decks Fasteners Inc.
va rious
PA 114 Insulation fastener for steel Construction
and wood decks. Fasteners Inc.
PA 114 Aluminum fastener for Creative
lightweight, gypsum and Construction
rectum decks , Components
PA 110 Cellular insulating concrete Elastizell Corp.
system
PA 114
i:e Type 'A'
PA 114 •
!•'f'itc Type 'R'
PA 114
• Base ply fastening systems , ES Products, Inc.
for lightweight concrete
• decks
system.
Emulsion PA 121
Asphalt emulsion
Product Control No.: 95- 0502.04
Galvanized steel basc ply ES Products, Inc.
fastener for lightweight
concrete decks
Galvanized steel base ply
fastener for lightweight
concrete decks
M 114 Base sheet fastening GAF
Gardner
I.5, 55. ASTM .D 3019 Flexed asphaltic general Gardner
S al Ions . Ty 111 purpose lap and ply cement.
ASTM D 313 Typo III or IV hot asphalt bcttcric
bitumen adhesive
ASTM D 41 Asphalt Primer gcncric
PA 110 Wood fiber insulation gcncric
board
Raul Rodriguez
6
ES Products, Inc.
nc iu�
c rlitc Insulation
Rosin
Roofing Nails Minimum # PA 114
12
'
aluminum
: coating
\c!rnQr: 81 AF
!odii ed Bitumen
'' Hlusive (Brush
.,rna1; S1 AF
\'!udiflcd Bitumen
Adhcsivc (Trowel
vradc)
rn;ik 97 AF
nn !- : 97
louscy MBA Gold 1, 5, 55
`'ic: �brinc
sac Fibcrcd
illinunt
gallons
C IZG'Y PSI-25 various
Test Product
F) rncnsion $pecificntinn j)eccriptinn
various PA 110
various
Min. 32 ga. x
I s /
various
7
Partite insulation board
Rosin paper for barrier
layer on wood decks
PA 121 hoof coating
Corrosion resistant annular
ring shank nails
PA 121 Aluminum roof coating
5, 55 gallons ASTM D 3019 Cold applied SBS modified
type 111, ASTM adhesive for application of
D 3409 SOS modified bitumen •
systems.
PA MI Roof coating
•
.. • .
ASTM D'3019 Fibratcd, rubberized cement
typo 111 • for bonding modified
bitumen membranes.
PA 121 Fibratcd aluminum roof
coating. °
PA 110 Polyisocyanurato foam
insulation
'PA 1 Polyisocyanuratc foam
insulation
Product Control No.: 95- 0502.04
jvinnuf'ncturer
gcncric
generic
gcncric
Corrosion resistant circular generic
discs.
Grundy Industries
5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak • •
type 111, ASTM adhesive for application of °
D 3409 SBS modified bitumen
systems.
Karnak
Karnak
Karnak.
„
Motscy Products
Co,
Monscy Products
Co.
NRG Barriers, Inc.
NRG Barriers, Inc.
Raul Rodriguez 72L''''
741
Product
E'NRG'Y -2 Plus various
E'NRG'Y -2 various
N.T.B. Magnum
N.T.B. Spin
Weld Plate
•N.'(.B. Plate
Olympic FaS crier
,: l
Olympic Fastener
Olympic CR Base
Felt I and
Us c Sheet Disc
Olynipic Fastener
2" round
•
N.T.B. Plastic Plate 3" round PA 114
Test • Product
Dimcnsiont Speci ficntion Description
PA 110 Polyisocyanuratc foattt
insulation
PA 110 Polyisocyanuratc foam
insulation
PA 114
PA 114
. PA 114
PA 11'4
8
Glass reinforced nylon
fastener for use in gypsum
and ccnicnhtious wood
fiber decks.
2" round amorphorus nylon
locking plate for use with
N.T.B, fasteners with 1"
head
'3" round polypropylene
stress plate for use with
N.T.B. fasteners
3" round galvalume AZS5
plate for use with N.T.B.
fasteners
PA 114 Insulation fastener
PA 114 Insulation fastener
Insulation fastener
assembly for Base Sheet
fastcning only
PA 114 .Insulation fastener
Raul Rodriguez
Product Control No.: 95 0503.04
Mnnufncturcr
NRG Barriers, Inc.
Nita Barriers, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic .
Manufacturing
Group, Inc.
Olympic •
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc. '
Olympic
Manufacturing
Group, Inc.
Olympic
Polypropylene
Fiberglas •
Paroc Cap Board various
: na -Britc No.
120
Test
Dimension Specification
3.25" round PA 114
Olympic Standard • 3" round PA 114
various
Ulu - aGard Gold various PA 110
Rawl 2" Place 2" round PA 114
Rawl 3" Plate 3" round PA 114
Rawlite 3" Plate 3" round PA 114
PA 110
PA 110
PA 114
PA 121
9
Product
Dszriptinn
Polypropylene
plastic plate
3" round galvalumc
AZSS steel plate
Fiber glass roof insulation
Rockwool Insulation
Polyisocyanurate foam
Insulation
2" round galvalumc AZ55 Th
membrane plate C
3" round galvalumc AZ55 • 11
steel plate C
Insulation fastener for T1
ccmentitious and gypsum Co
decks
3" round galvalumc AZ55 Th
steel•platc for use with Co
Rawlitc fasteners
3 100 - Mpdif led 1, 5, 55 ASTM D 3019 Rubberized all - weather
. "•II 4'c3tlicr gallons, also
\ i l I I ry (Type III) and flashing cement, trowel
Cement available in D 3409 grade, modified adhesive,
10.5 ounce
caulking
tubes.
Raul Rodriguez
Product Control No.: 95 0502.04
Jvtnnnfncturc
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Owens- Corning
Fiberglas Corp.
Partek, Inc.
Schuller
International Inc.
c Rawlplug
ompany Inc.
to Rawlplug
ompany Inc.
to Rawlplug
mpany
e Rawlplug
mpany Inc.
Tropical Asphalt
Products Corporation
FIbratcd aluminum roof Tropical Asphalt
coating, Products Corp.
Tes[ Avency/Identifier
Applied Research
Laboratories
Factory Mutual Research
Corporation
Underwriters
Laboratories
United States Testing
Company, Inc.
14nme
Physical Prcipertics
Current Insulation
Fastening Requirements
Fire Classification
Compliance
ASTM D 5147
ASTM D 5147
Tcst Reports
I0
ftpnri
28013
FMRC 1994
1U190
97457-4
97-457-2R
Raul Rodriguez
Product Control No.: 95-0502.04
•
07/13/87
06/03/88
• 12/02/87 ,1
DilLc
06/02/87
01/01/94
Fibrous glass
Perlite
Fiberboard
Rock■ool
Polyisocyanurate
Polyisocyanurate Composite Board
Maximum Qesign Presstiryg
M,,tenal Design Prossurq
Wood -60 psf
Steel -60 psf
Concrete -135 psi
Lightweight Concrete -45 psf
Cennentitious Wood Fiber - psf
Poured Gypsum - psf
•
Maximum Elf Masslaggign
Mnterin1
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 411 assemblies over
dock types. Review system listings for design pressures and the linden
va4te Laboratories
Materials Directory or other approved testing agency listing ' octory for Fire
Classifications. - -
1 1
Raul Rodriguez
Product Control No.: 95- 0502.04
i\''cr Hbr:Inc Type: SBS
'J c!, Type I Wood, Non: insulated
Descrip(ion: "/,;, or greater plywood or wood plank decks
S'stc' ' Type E(1): Base sheet mechanically fastened.
All Ccncral :Ind System Limitations apply.
Base Sheet:
s!nin '
!� Sheet:
Membrane:
S „ rl.�cii1S:
r.•Iaxiifun Design
!'ressarc:
One or more plies of GS Glas Base, GS Flex -1 Glas Base, Flex -1 Glas FR Base or
GS Poly SMS base mechanically fastened to the deck as detailed 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..
(Optional) See products listed under 'Base Sheet' above, or one or more plies of
GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs.sq..
One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, F lintlastic
Premium GMS adhered to the base sheet with approved mopping asphalt applied
within the EVT range and at a rate of 20 -40 lbsisq.; or Flintlastic GTS Torch
adhered to the base sheet.
(Optional) Install one orate following:
I. 400 IbJsq. gravel or 300 IbJsq. slag in a flood
asphalt at an application rate of60 Ibisq..
2. Karnak 97 or APOC 212 Fibroid Alinninum nt
gal. /sq..
-45 psf.
!'r!;I.innuin FUG
Clnssific tiot�: Class 'A'; see General Limitation 112.
\v!:1.\iniuin Slope: 1 :12; sce General Limitation 113.
!ic;ition No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRI3C 2-3
Raul Rodriguez
35
Product Control No.: 95 0502.04
•
coat. of approved mopping
an application rntc of I
•
t f �,�t'.::l :l Ali• , l•r.•�el i a+�
E+Ktr rt thil'dAi ��l �V fi {sV 6: r
.. 1 .'diJdl:�� n4 � "
r nailable decks.
n e
- -%\S BASE base sheet and one
__ AST FR modified bitumen
n a ry of Materials:
C,uare Feet
ra se Sheet (1`:ply) . 23 lbs.
Solid Moppi . 25 lbs.
- . J' _ 1(0 Ffl roll roof in• •
1 pl 100 lbs.
:, _ {�� - 'opal Finl: ,�•.,:.
Weight 148 lbs.
�onai surfac(ng:.
•
:I
38
Raul Rodriguez
Product Control No.: 95- 0502.04
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. Red rosin
sheet may also be installed on plywood.decks as an option.
2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment.
3. A red rosin sheet is required under system II.A where that system is applied
over a wood plank deck.
4. When All Weather Empire base sheet is installed, an interply of Ply IV or Ply
VI must be installed pior to installation of membrane.
General I.inittal ions:
All asphalt shall comply with ASTM D 312 type 111 or type IV requirements. Alt
proposed asphalt producers must be approved by the applicant.
?. Fire ratings arc 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 mopped 8" ribbons in three rows, one
at each sidelap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall•be placed
every 12' in each ribbon to allow cross ventilation. Asphalt application of either
system shall be at a minimum rate of 12 lbs.sq.. Note maximum design velocity
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 Dade County licensed roofing contractor. .
Contractor shall be familiar with the details and specifications published by the
manufacturer. • •
7. - lit 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.
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. I f 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.
All attachment and sizing of perimeter nailcrs and metal profile designs shall
conform with Dade County Protocol PA 1 1 1 of the South f f7,rid. ng ode.
102
Raul Rodriguez
Product Control No.: 95-0502.04
i 3. Fleshings shall be installed according to the manufacturers standard details, and may
be applied in cold application adhesive. approved asphalt or may bc applied in
conjunction with an approved torch applied modified bitumen membrane. Specific
details, approved by the manufacturer. shall be submitted with the Scction Il Permit
Application.
3. Roll good materials shall be stored on end and on a clean, flat and dry surface.
I el. Consult current Underwriters Laboratories Directory for the appropriate coating for
each roofing assembly to obtain the required fire rating. The assembly shall bc
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 determination. 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.
l6. . 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 with approved mopping asphalt applied within the EVT range and at a rate
of 20 -40 IbsJsq., or mechanically attached using the fastening pattern of the top
layer. Refer to manufacturers 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 Codc. , •
1S. The submission of system specifications and details shall accompany the Section 11
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.
9. All standard panel sizes are acceptable for mechanical attachment. When applied in
approved asphalt, panel size shall be4' 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
1 0 5 . I f 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 bc based on a rupture value
(the fastener stress plate pulling over the base ply) of not more than 90 lbf..
Fastener spacing for insulation attachment is based on a minimum withdrawal
resistance value of 300 Ibf. as tested in compliance with PA 105. If the fastener
value, as field tested, arc below 300 Ibf. insulatiot Lute fnc sha not be
acceptable.
103
Raul Rodriguez
Product Control No.: 95- 0502.04
dt':a:N 7iifii 7i):p. •I'i'i Yr. R4 .:L.
266 ROOF COVERING.MATERIALS (TEVT)
`ROOFING' SYSTEMS .(TGFU):-:- Continued
f Memb
used. r ane: "Fllntla STA "GTA ", "GTA Black Diamond" or "GTA White Diamond", Not
• its t:
•I •' Surfaoing:7Gravol,:••• • •,;• • • • .
3. Deck: C-15/32 " Incllno: 1/4
Bose 8heet Type G2, mechanically fastened; •
!" s:: 0 , •Mombrano:''FIItitfastlo'STA " "GTA'r; "'GTA %Black Diamond" or "GTA Whlto Diamond". ilea fused... , •
. "
SurfacInpp: Gravel. • ''
4. Dock: C-15/32' • Incllno: 1
'All Joints blockod with' 2x4's.
Bose.Shoot•• Type G2, nailedt•r•• '
Mombrano: "Fllntlastic GMS ", "GMS Premium" or ' "GMS Black Diamond ", adhorod with ha
roofing asphalt •
Surfacing: Gravel..
6••Dock: C-15/3211:.' I • incline: 1/2
Insulation: Celotox "HyTec ", 2 In. min Joints In Insulation must be offset 6 in. from joints id
deck; mochanically fastened. •• • 4
Base Shoot Typo. 02, mechanically fastened or adhered with hot roofing asphalt. ••
Membrane: ; "FIInUaitic •GMS "•"'GMS Premium "' or "GM$ Black Dlomond", adhorod with ha
roofing asphalt• •
Surfacing: Gravel,"
6. Dock: C -16/32 Incline: 1/2
Insulation: Colotex "HyToc ", 2 In. min, Joints In Insulation must be offset'8 in. from joints to
dock,'machanically fastenod:
Buse Shoot Typo G2, mochanlcally`factonod or adhorod with hot'roofing asphalt.,
Mombrono:•"Fllntlastic STA ", "GTA'; "GTA Black Diamond" or•"GTA APP Whitu Diamond',
hoat fusod.
• Surfacing; Gravel;•• r"` ' •
Class A — Fully Adhorod
Dock: NC Incline: 1 • •
Vapor, Rota (Optional) Typo G2 "Glasbaso" base shoat or UL Classified vapor rotardor.
lnsylatlon: (Optional) Ono or more'Ieyers or cpmblhation of the following: Ullrogard Promisr,
"Polylsocyanurato; pernt°, glass fiber or wood fiber insulation,
Bose Shoot Ono layer of Typo G2 "Glasbaso" base shoot.
Mombror)o:.Ono layer of " Fllntlastic GTA(•3 %4 sq or •1 sq), GTS" (modified bitumen), hell
fusod'or "Fllntlact)o'GMS" hot mopped.
Surfacing: 4PQC "N9. 212 Fibroted Aluminurn, ", 1.1/2 go)..100 sq /ft., '
2. Dock:•NC.. 1 . • • Incline: 3/4 • ''
. Vapor Rotardor (Optional) Type •G2, "Glasbaso" Paso shoot or UL Classified•vapor rotarder.
t ''.Iniulatlon: s (Optlpnal)"Ooo or more layers or combination of tho'following: Ultragard Premier,
polylsocyanurate; porllto, glass'flber or wood (lbw' Insulation. •
Bose Shoot: Ono layer of Type ,G2 " Glasboso" baso sheet.
Mombrano : Ot)q,Jayor,of ': Fllntlastic S.TA (modified bltumon); heat fusod.
33. ' "Surfacing: Karnak' "No. 97 Flbrated Aluminum", 'at 1.1/2 gal. pus; 100 sq /ft.
Dock: 0,16/32: I nc li ne: 1/2`
Insulation: ( Optional) Manyllle':Ultri"Gard polyliocyanuraite, woad thu•
'toss .Shoots One or'robre ppllos of"'Glssbaso ",'hot rnopped or,tnpchanlcally•fastanod.
Mombrarlsp ply•of "Flintlastlo FR" (mod(fled.b)tumen), hot mopped In place. , ; .
.4. . Docks N&, • ••; • , . . Ana= 1/2 . .
Insulation: Polylsocyanurate, pleas filler porllto, wood fiber, hot mopped or Ias
tonod, any thickness.
Base Shoot.Type G2, mochanically fastonod or hot moppod.
.Mombrano :,'•'F((ntlasUc GTA.or STA ", host fusod,
6. gal/ sq••
,
Surlu.
Dock.
t 'JU:i Insult.
ni
mum:
. Dh!S
in pia.
n'r. .•Surto
Insult.
:Ian .•tonuu
usu
B
Il; Ply S•
Mutn.
(g Surly.
1. Dock:
Insulu
thic k
13550 50
with I
M
Cupum c
••12.;..• D
II1 ;:.Insult
moth,
Bust) '
MommL
hot ru
13. Dock:
r ::, • Insult)
b Cni�
i.'•r: ' Bu
Mum:.
not rc
i.4: +.Dock:
10.
!
tr.l • Bust)
Ply S:
�)o Monl:
.ell Surf
at 2•I
15. :'-•Duck:
Insul
thickn
•Bost)
1:• phs
:till • ;PIy
ui
Mum:
.L'• m ing enu
Surfacing: Henry Co, "Henry 620 Aluminum applied at 1 1/2 i . Surlu
Dock N� s /
r•' � r.•s.u7• [ncllna:•1 /4 • •.t ;•art 16. Dock Insult.
tnaulajIAR1 (Optional) Glass (Ibor, porllto or.wood•fibor• board.
Ply Shoot: Typo 02 mechanically fast one d
Mombrano: "Fllntlastic STA ", "GTA ", "GTA Black Diamond" or "GTA Whlto .Dlumond " noel t ;16 11' : ..phalt.
inU
fusod, • r
Surfacingt:Karnak•Chemlcal Corp, "Karnak No. 97'), 1 gal /sq:.
6. Dock: NC Incline: 1 . .
lnsuiatlom Poiyisocyanuroto, glass fiber, perlito, wood fiber; mochanlcolly fastonod or adhond
,..,
Base Shoot Typo 02, mechanically fastonod or adhorod with hot roofing asphalt.
Mombrano: "Flinttastio GMS ", "GMS Black Diamond" or "GMS Promium", odhorod with hp
• roofing;asphait...�
. wlth,hot roofing asphalt, any thickness •.,
Surfacing : :Karnak•Chomicol Corp. "Karnak No: 97 Fibrated 'Aluminum Asphalt Root Coating',
2.1/2 gaVsq.
7. Dock: C•15/32' tncllno: 1
'Ali Joints blockod with 2x4's. Insulation: Glass fiber, porllto, 3 /4.In,.min, Joints in lnsulatlon must be offset 6 in. from joins
In dock; mochanically fastonod, •,•
Base Shoot: Typo G2, mochanically fstoned or odhorod with' hot roofing 'asphalt.
Mombrano: "Fllntlastic GMS ", adhorod with hot roofing asphalt
Surfocing ::Karnak Chemical Corp: "Karnok':No. 97' Flbratod Aluminum Asphalt Roof Coating',
gaVsq.: , ,:......
B. Dock: NC
Incline: 1/2 •+=^ ;I l Buso
lnsulatlon: Polylsocyanurote, glass fiber, porllto, wood fibor, mechanically fastenod or adhett4 � y: ?�'�,.• •:loci ;,:
with hot roofing asphalt, any thicknoss.
• Base Shoot: Typo G2, mochanically fastened or adhorod with hot roofing asphalt. Ply S
Mombrano: "F)intlostIc STA ", "GTA", "GTA •Blabk Diamond" or "GTA Whlto Diamond ", hsu
" clsuni
•
fusod In piace.P•' • • Mom.
Surit.
LOOK° FOR.'MARK• ON PRnnhtcT
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION -- FOR BUILDING PERMIT
Application is hereby wade 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... /1 ..- .._. ..... _..-- ._ —_...— _ ,19.k. : Owner's Name and Address . O I 1 6 / 2 i2.cJ. .... t� / $ No. Street,Ce e.� s
Registered Arcfiitect and /or gngineer ®® t �..... ..- ..
... ,,. .„ - ..
..,...,<...l...t. _.. ....
..
Name and address of licensed contractor A� 5 111 Al'aQ re-'5 A. .1��;.a.. .7 r s r
Location and le dcscc i i on of lot to be built on: f
Lot.i t le
1 7 Block /6 9 Subdivision /y ' ,A,JC1 ' /1._;. 0g ._. 31 ei /ZO
Street and Number where work is to be done . 6..3... . ..5.T _..._..,
State work to be done and purpose of building (by floors)
..Q.-. G' 4 ..,G.... .. . .ic and for no other purpose.
New Building Remodeling Addition Repairs.. No. of Stories...... ..... 0 C 9
. To be constructed of Kind of foundation Roof Covering 7" .F
A
s. Estimated Total cost of improvements $...7.3.,
Disapproved �1.....(. j "Date.
(Signed)
Building Inspector
O
Amount of Permit S.
Zone cubage required plan Cubage
Distance to next newest 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
betsent to -
The undersigned applicant for this building permit does hereby certify that he understands an
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Ge
and has complied with the provisions thereof, and will require similar compliance from all
in the work to be performed under this permit; and will post or cause to be posted for ins
or notices as arc required by the Act. The undersigned agrees to employ only such su
pennit, as are licensed by Miami Shores Village.
Remarks (Signed)
e.ts -his o t
of Florida, Perini
ntracto
the
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. 99 /`
Permit No.._, Z J4 Date.-_ 1 / Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
s as an employer
ent Supplement,
employed by hint
such public notice
performed under this
to me well known,
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board. _ -
A re inspection fee of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty
materials and /or workmanship.
Owner's Name and Address
Location and legal description of lot to be built on:
Lot 2Q_-E __19 Block 169
Street and Number where work is to be done
MIAMI SHORES VILLAGE
Galv, Metal- -tile
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.
Gaines Const — Donovan
Registered Architect and /or Engineer
Name and address of licensed contractor Ide 1iRoofing and Sheet .Metal Works, Inc. 261 N. E. 73 St.
Subdivision
863 N. E.. 99 St.
Date
No
5232
•
State work to be done and purpose of building (by floors) 173Q# felt tin capped
190# slate mopped solid
July 1 ,1953
Street
VJ. Flagler St.
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 $ 9.20.00 Amount of Permit $ 5,90
Zone cubage required _Plan Cubage
Distance to net nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the wofk; such public notice
or notices as are required by the Act. The undersigned agrees to employ only such_subco�ntractors, on work to�lie' performed under this
permit, as are licensed by Miami Shores Village. j %/! /i: > _- /^
Remarks (Signed) Lei
Disapproved +_ Date
(Signed)
Notary Public, State of Florida
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 / ` n ' Date 0 6 A - c7.3 Read, Sworn to and Subscribed before me.
ilding 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
terials and /or workmanship.