229 NE 101 St (5)Owner /Lessee/Tenet
Permit Type (circle one):
WORK DESCRIPTION:
APPROVED
Zoning
Mechanical
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
/ 10050 N.E. 2nd Avenue • Miami Spores, Florida 33138.305- 795 -2204
Date ! l' Z ` a - / D/ C 14
Job Address / Tax Folio
Legal Description Historically Designated:
' - (e 1- - 5 . 5'404 .
Phone
/ al& Cvj /ma
Owner's Address
Contracting Co. ,y,
Qualifier M ` / �"� //; /_' SS#
/
State # «(G2 ?KR � Municipal # Competency # Ins. Co.
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
BUILDING ELECTRICAL
/(7-)-k 7 4- /& /_• .
Square Ft. Estimated Cost (value) • 0
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated.
Notary as to Owner and/or Cond Pres nt
My Commission Expires 76� /
FEES: PERMIT 0 RADON
Date
C.C.F
Master Permit #
Address
I �
otary ;to t Co
My Commissio
Yes No i
3�S- 76c9 S
PLUMBING MECHANICAL
72 3 f
nature of Contractor or Owner Builder Date
0 ."' 94.) --/. actor or Owner Builder _ l eNs
p B, A Gi La t , E'C ,E
ls` 1 Cl COP M cO ?3 ∎ :J :''-J fl
r., 'tu''' ■l WV CO . :i.r^.3U :4 ti Si: '".: 1
NOTARY , .) 4 BOND
TOTAL DUE
Building Electrical
Plumbing Structural Engineer
tip Vi lo;10 tivevicane Lane Undonn Permit Aggplegftwv
11
fit Pamir No. , Primes Mc
CrTra=giirarreg
Job Adartiossii }L 11/ L_
1;
1; ROOF cArecoot V
0 Low Wei
a Asphaltic 0 Ithichanically falliffiibd Tits 0 otivieriAltnieelae Stn "Mk I
0 MOM Ponechfcialips 0 Weld eitinitsaralrAzUs I
61,0411es I
I
1
D PrescelOve SLIR4IAS e
I Roar rtpt
I
0 Mem 1111 I I
a ReActelng 0 Rece.ter. fp-ftapdar :-.,
11.4 a641“41110111160 1
ROOF SYSTEZ INFORMATION
I
tow Sup* A Ares (SF) Sump Sloped Roof Area ($F) Total
1
tieng
Skala R4s), .111ustralir � ;owe)" and teemr., reel -07&74,1 . .. szwiRta, ovadiow
ScuPP*1:400•40ow &Mac loseiblds) rthimmottn2 of mums; gat troata. clearly
idennlip . kims 01 itfirvallati "mow? tumid httoeg,t411 aof
-t-,- A..., .;...!...i.
....... . .....,_.,..........,..!., :..................... .:..................... .... ........... ........i.........:___„...."-:.
. . . , .• ...• ...;...:. aro, ........., -.. . • . ... ....!. • . • ...• . • • -.. ••• . ..... •••••• ...... - ...a.. a. • ; J • - • ;
. 1 . • .
- - ; .... _.--- -- n • an...... r.. ...Ma Ilainawnim• no an • •••• • ... • ..... • .• •• •••■• . • • • . ...OD. •• ...M..; •••• ••• 114 ■••••/• •■ m.o. ■••••■•••■••• • Ir." i
• •••• •••••••.: I. • ••••• • ..•••• :••• •••••••••• Mo..* •• ••••• ow •••■••••■••••• dom.- •• ■• — • . a. a .
• • •.:•■44•••:. a. ilm=•••••••• 44 0.1. IMMOI■ 111 -- ■•■•• 0 ON ■••WillIMI aMs• J0,..• ..••,....• ...m......._ — , A ' • A • • ' - . ... ' 1
• • :
. • • , •• .11••• •••.••••••••.......L .. ••
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7- 46 .1••• ± ............. t • ............,_
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• 10. . e . az . • ...... • ••••• .... . • 1 .
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4nm • ■•••••• •■■••••■• .•• • -L.:- -
zt !
•
Pay to the
order of
0 HARW1p 2000
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 5/24/2002
Applicant: JAMES
Owner: FEE
JOB ADDRESS: 229
MICHAEL WILSON
305 - 893 -1557
Nj M FL 33161
Contractor MIKE WILSON
Local Phone: 305 - 893 -1557
Parcel # 1132060134790
Fees:
FEE2002 -2974
FEE2002 -2975
FEE2002 -2976
FEE
JAMES
NE 101 ST
APPROVED Permit Expiration: 11/19/2002
Work: REPAIR TO THE BACK FLASHING WHERE FLAT MEETS SLOPE
Permit Status:
If tharo -
/keg 4J
Maximum Advantage Banking
SouthTrust
BaOkS
For o 030 612 3633
(Contractor or Builder)
Building Permit
Permit Number: BP2002 -984
Contractor's Address: 870 NE 122 ND
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 15 & 16
Description
Building Permit Application Fee
CCF
Notary Fee
Total Fees:
l/
d&z,
2 trate
Construction Value:
3633
63- 943/631
BRANCH 89232
G(�
Ilars r
Amount
$60.00
$1.80
$5.00
$66.80
$450.00
Total Fees: $66.80
Total Receipts: $0.00
Irify, there will be no inspections. Re- inspection
ction.
the equipment or device described in the application herefor in strict compliance with all
with any plans, drawings, statements or specifications that may have been submitted to
s not done in compliance with such ordinances or if the plans are changed without
:tor or builder named above assumes the responsibility for a thorough knowledge of the
igs or in the statements or specifications and that he assumes responsibility for work done
compliance with all ordinances and regulations pertaining thereto and in strict conformity
Village. In accepting this permit I assume responisibility for all work done by either
BY:
BLK 35 LOT SIZE 100.000
BY:
Date D(11.31?? Job Address 2. DU 17 / G7 / ') (- J11 2 -- Tax Folio // — 2 6 — 0 / 3 — l f 7 7 0
Legal Description Historically Designated: Yes No V
Owner/Lessee / Tenant 612 v 6 li j rnw 2 / Master Permit # /q (
Owner's Address 1 7 /V n, / O 1 3 s �>201 -6- Phone 7 3 6 J �-
Contracting Co. / L e. 54-2, - N � C��i Address �� / a k 31 Y 4I� /d AVd p // to , , ks
Qualifier ,�cG�o M , 20 A I 1
State # C• C 058 I Municipal #
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Architect/Engineer Address
Bonding Company Address
ss# 42-17 O 3
Competency # 274 Ins. Co. eiC iarai Qv t /
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIP'T'ION � f L
P'. J 6t, -c6 -
Square Ft. J
I // 3 1ei7
Signature of owner and/or Condo President Date
as to Owner and/or Co • Presidr Date
Commission Expire MARIA RODRIGUEZ
z ,•� �-�, COMMISSION # CC 518688
Q EXPIRES DEC 17, 1999
Az) � BONDEDTHRu
OF f\ ATLANTIC BONDING CO.. INC.
FEES: PERMIT 1 RADON
APPROVED:
Zoning Building
Mechanical Plumbing
C.C.F.
Estimated Cost (value)
1'f4-
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- name ontractorj do the work st
Notary a o Contractor or Owner -B er
My Cmissio Y D MARIA ' • DRIG t�F.Z
y / gtn z `ci, COMMISSION # CC 518668
o EXPIRES DEC 17, 1999
C f- BONDEDTHRU
OF tti A TLANTIC BONDING CO., INC.
Electrical
AVING FENCE SIGN D
.Z I'� Gc�iee
Date
Date
NOTARY TOTAL DUE "4 /j
Engineering
PR R N ems„ �
9 et./ /O/ 6
Contractor's Name: 1010 ALI BABA AVFNUF Job Address:22
OPA-LOCKA, FLA. 33054
PHONES: 685- 5101.2
ROOF CATEGORY
(Low Slope Application)T. ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof ERe roofing El Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft 714 Sloped Roof Area (ft ■• • Total (ft �� Master Permit No.
Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): '
•
Ft.
Ft.
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
ScoPPeb R
4 'E.OSo2,O ai-
3 "DaiP e_ awl
0.44217" p / # ?,•
fr r7.5
G �
Rasia P4PeR _ _
Deck type: 'ooto ( dT,
ATTACHMENT
Fastener Type: RI N SH,tRJ 4V C�'2'd', rte
114-"
SPACING
Field: 14 Perimeter: Corner:
DETAIL 1 & 2
Page-1
r
Izz�F3 = •'IG
4 2o.
.7.v x to pc
7q� sq CF
ROOF PLAN
20
Ridge Ventilation?
MEAN HEIGHT
Deck type:
z Underlayment:
Insulation:
Fastener type & spacing:
Cap Sheet:
D E T A I L 3
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
12"
ROOF SLOPE
SLOPED SYSTEM DESCRIPTION
Roof C overing:
A i r Drip edge:
TILE CALCULATIONS
(Pmaxl: X X1 (Aerodynamic Multiplier): ) - M = Mr PCA:
(Pmax2: X X (Aerodynamic Multiplier): ) - M = M _ PCA:
(Pmax3: X a (Aerodynamic Multiplier): ) - M lVl PCA:
Page -2
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
METRO DARE
CS Roofing Products Company, Inc.
5525 MacArthur Blvd., Suite 900
Irving, TX 75038
Your application for Product Approval of GS Roofing 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 Applied Research Laboratories, Factory
Mutual 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 secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
.or suspend the use of such product or material immediately. The Building Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO.:
ACCEPTANCE NO.: 95-0502,04 (Revises No.: 94- 0531,1 Raul Rodriguez
Product Control Division
EXPIRES: 09/12/97 Supervisor
- PLEASE NOTE -
TIIIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS.
BUILDING CODE COMMITTEE
This application for Product Approval has been 'reviewed by the Metropolitan Dade County Building Code
Compliance Department and approved by the Building Code Committee to be u ,,d in Dade Co Florida under
the conditions set forth above.
APPROVED: 06/1319'_5
J'RODUCT (9NTROL NOTICE OF ACCEPTANCE
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375.2908
PRODUCT CONTROL SECTION
(305) 375-2902
FAX (305) 372 -6339
Charles Danger, P.E., Director
Building Code Compliance Department
Metropolitan Dade County
Applicant:
GS Rooting Products Company, Inc. (MB)
5525 MacArthur Blvd.
Suite 900
Irving, TX 75038
Category: Membrane Roofing System
Sub-Category Built -up Roofing
Type: Modified Bitumen
Sub -Type: SBS /AP['
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 Roofing Products Company, Inc. manfuactures 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 Roofing products and systems are the result of years of manufacturing experience and product
development and have been proven by years of experience in the construction field.
GS offers a variety of approved insulated and non-insulated rooting systems. For detailed system
constructions, refer to the following publications. "Commercial Roof System Specification Manual" and
.1
GS products and systems have been tested in compliance with all provisions of the South Florida
Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for
fire and wind uplift resistance.
"Flintlastic Roof System Catalog."
GS provides technical service and warranty inforl nation 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 Heights, SC 29405
(803) 744 -7451,
2
Raul Rodriguez
Product
All \Veather /Empire
Base Sheet
Flex- I- GIasTM Base
Sheet
Flex- I- GIasTM FR Base
Sheet
Flintg Ply Sheet
Type I V or VI
1
Flintlastic STA
Flintlastic GTA
• Flintlastic GTS
• 'Flintlastic GNIS /GNIS
Premium
TRADE. NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Dimensions
36" x 72'; Roll
weight: 86 lbs.
(2 squares) •
36" x 108'; Roll
weight: 90 lbs.
(3 squares)
39'/ x 50'; Roll
weight: 90 lbs.
(1.5 squares)
36" x 180'; Roll
weight: 40/55 lbs.
(5 squares)
39'/ x 33'; Roll
weight: 90 lbs.
(I square)
39'/ x 33' 3 ";
Roll weight: 105
lbs.
(l square)
39'/ x 24'9 ";
Roll weight: 92
lbs.
(Y. square)
39 x 34' 2 ";
Roll weight:
100/105 lbs.
(I square)
39'/ x 34' 2 ";
Roll weight: 105
lbs.
(1 square)
Test Product
Specification Description
ASTM D 2626 Asphalt coated, organic base sheet.
UL Type 15
UL Type G2 Modified Bitumen, coated fiberglass
base sheet.
UL Type G2 Modified Bitumen, coated fiberglass
base sheet.
ASTM D 2178 Fiberglass, asphalt impregnated ply
Type [V or VI sheet.
UL TypeGI
ASTM D 5147
ASTM D 5147 Granule surfaced, APP Modified
Bitumen membrane with non -woven
polyester mat reinforcement for toch
application.
AS;TN1 D 5147 Granule surfaced, SBS Modified
Bitumen membrane with non -woven
polyester mat reinforcement for torch
application..
I .
ASTM D 5147 Granule surfaced'SBS Modified
Bitumen membrane with non -woven
polyester mat reinforcement for mop
application.
.;
ASTM D 5147 Fire resistant, granule surfaced SBS
Modified Bitumen Membrane with
non -woven polyester mat reinforcement.
for.mop application.
Smooth surfaced, APP Modified
Bitumen membrane with non -woven
polyester mat reinforcement for torch
application.
Raul Rodriguez
Product Control No.: 95- 0502.04
Dimensions
39'/ x 34' 2 ";
Roll weight: 90
lbs.
(1 square)
GlasBaseTM Base Sheet j'36" x 108'; Roll
weight: 69 Ibs.
(3 squares)
Poly SMS Base Sheet 39 x 64' 4 ";
Roll weight: 90
lbs.
(2 squares)
Yosemite® Mineral 36" x 36'; Roll
Surfaced Cap Sheet weight: 90 lbs.
(I square)
Storntshield 36" x 75'; Roll
weight 76 Ibs.
(2 squares)
,Test
Specification
ASTM D 5147 Fire resistant, granule surfaced SBS
Modified Bitumen membrane with
fiberglass mat reinforcement for mop
6 applications.
.
ASTM D 4601 Asphalt coated, fiberglass base sheet.
UL Type G2
ASTM D 5147 Modified Bitutnen, coated polyester
base sheet.
ASTM D 249 Mineral Surfaced organic cap and buffer
UL Type 30 sheet.
PA 103s
Raul Rodriguez
Product Control No.: 95- 0502.04
Product
Description
Slag surfaced SBS Modified Bitumen
sheet with fiberglass reinforcement for
peel and stick application.
J
Product
Hy Therm
Pyrox
APOC 212
Sunbright 400
MBA
ACFoam 11
Celcore
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
Dimensions
various
various
various
Anchorbond
Fastener
Anchorbond LCW
lightweight
Concrete fasteners
I -ligh Density various
Fiberboard
Dekfast Fasteners
#14
Dekfast Hex Plate 2 7/8" x
3 1/4"
Dekfast Lock Plate 3" x 3 1/4"
Test
Specification
PA 110
PA 110
PA 121
PA 121
ASTM 3019 ° Asphalt based cold applied
Type 111 adhesive.
PA 110
PA 110 Cellular insulating concrete Celcore, Inc.
system
PA 114
PA 114
PA 100
PA 114
PA 114
PA 114
• 1 LI
t I
•
'i
.I
Product
Description
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Aluminum roof coating.
Roof coating
Polyisocyanurate foam
insulation
Insulation fastener and
metal or plastic plate
Base ply fastening systems
for lightweight concrete
decks
Wood fiber insulation
Insulation fastener for steel Construction
and concrete decks . Fasteners Ind.
Galvalume hex stress plate. Construction
Fasteners Inc.
Polypropylene locking
plate.
Raul Rodriguez
Product Control No.: 95- 0502.04
Manufacturer
Apache Products Co.
Apache Products Co.
APOC, Subsidiary of
Gardner
APOC, Subsidiary of
Gardner
APOC, Subsidiary of
Gardner
Atlas Energy
Products
Celotex Corp.
Celotex Corp.
Celotex Corp.
Construction
Fasteners Inc.
Product
Dekfast Fasteners PA 114
#15
Dekfast Fasteners
412
TPR
Elastizell
FM -30, FM -45, PA 114 Base ply fastening systems ES Products, Inc.
FM -60, FM -90 for lightweight concrete
Fasteners decks
Nail -Tice Type 'A' PA 114
High Density Wood various PA 110
Fiberboard board
Test ; Product
Dimensions Specification Description Manufacturer
Insulation fasteners for Construction
concrete decks Fasteners Inc.
PA 114 Insulation fastener for steel Construction
and wood decks. Fasteners Inc.
PA 114 . !! Aluminum fastener for Creative
lightweight, gypsum and Construction
tectum decks Components
PA 110 Cellular insulating concrete Elastizell Corp.
system
Galvanized steel base ply
I. fastener for lightweight
concrete decks
Product Control No.: 95- 0502.04
ES Products, Inc.
Nail - Tice Type 'R' PA 1 14 Galvanized steel base ply ES Products, Inc.
1 i i , fastener for lightweight
concrete decks
GAFTITE various PA 114 ; Base sheet fastening GAF
system.
Asphalt Emulsion PA 121. Asphalt emulsion Gardner
Gardner Cold 1, 5, 55 ASTM D 3019 Fibered asphaltic general Gardner
P gallons Type III purpose lap and ply cement.
ASTM D 312 Type 111 or IV hot asphalt . generic
bitumen adhesive
ASTM , D 41 Asphalt Primer . generic
6
Wood fiber insulation generic
Raul Rodriguez
Product
Perlite Insulation
al MB aluminum
roof coating
Karnak 81 AF.
Modified Bitumen
Adhesive (Brush
Grade)
Karnak 81 AF •
Modified Bitumen
Adhesive (Trowel
Grade)
Membrane
Adhesive
Prograde Fibered
Aluminum
Dimensions
various
various
Minimum #
12
Min. 32 ga. x
1
5, 55 gallons
5, 55 gallons
Karnak 97 AF
Karnak 97
Monsey MBA Gold 1, 5, 55
gallons
E'NERG'Y PSI -25 various
E'NRG'Y -1 various
Test •
Specification
PA 110
PA 114 Corrosion resistant annular generic
ring shank nails
PA 121 Aluminum roof coating Grundy Industries
ASTM D 3019 Cold applied SBS modified Karnak
type 111, ASTM adhesive for application of
D 3409 SBS modified bitumen
systems.
ASTM D 3019 Cold applied SBS modified Karnak
type 111, AS1 M adhesive for application of
D 3409 SBS modified bitumen
1 systems.
l
PA 121
PA 12,1
ASTM D 301.9
type I I I
PA 12,1
PA 110
7
Product
Description
Perlite insulation board
Rosin paper for barrier
layer on wood decks
Corrosion resistant circular generic
discs.
Roof coating
Roof coating
Fibrated aluminum roof
coating.
Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
• Raul Rodriguez
Product Control No.: 95 0502.04
J
Manufacturer
generic
generic
Karnak
Karnak
Fibrated, rubberized cement Monsey Products
for bonding modified ' . Co.
bitumen membranes.
Monsey Products
Co.
NRG Barriers, Inc.
NRG Barriers, Inc.
Product
E'NRG'Y -2 Plus
E'NRG'Y -2
N.T.B. Magnum
N.T.B. Spin
\Veld Plate
Dimensions
various
various
2" round
N.T.B. Plastic Plate 3" round
N.T.B. Plate
Olympic Fastener
#12
Olympic Fastener
#14
Olympic CR Base
Felt Fastener and
Base Sheet Disc
Olympic Fastener
Test
Specification
PA 110 ; Polyisocyanurate foam NRG Barriers, Inc.
insulation
PA 1 10 Polyisocyanurate foam NRG Barriers, Inc.
insulation
PA 114
PA 114 2" round amorphorus nylon Olympic
locking plate for use with Manufacturing
N.T.B. fasteners with 1" Group, Inc.
head
PA 114
PA 114 •3" round galvalume AZ55 Olympic
plate for use with N.T.B. Manufacturing
= fasteners Group, Inc.
PA 114
PA 114
PA 114 Insulation fastener Olympic
assembly for Base Sheet Manufacturing
fastening only Group, Inc.
PA 114
•
8
Product
Description
Glass reinforced nylon
fastener for use in gypsum
and cementitious wood
fiber decks.
3" round polypropylene
stress plate for use with
N.T.B. fasteners
Insulation fastener
Insulation fastener
Insulation fastener
Raul Rodriguez
Product Control No.: 95- 0502.04
Nlanufacturer
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
Olympic '
Manufacturing
Group, Inc.
Product Dimensions
Olympic
Polypropylene
3.25" round
Olympic Standard 3" round
Fiberglas
various
Paroc Cap Board various
UltraGard Gold various
Rawl 2" Plate 2" round
Rawl 3" Plate 3" round
Rawlite
Rawlite 3" Plate 3" round
# 2100 - Modified
All Weather
Flashing Cement
Aluma -Brite No.
120
I, 5, 55
gallons, also
available in
10.5 ounce
caulking
tubes.
Test
Specification
PA 114
PA 114
PA 110 Fiber glass roof insulation Owens- Corning
Fiberglas Corp.
PA 110 Rockwool insulation Partek, Inc.
PA 110 Polyisocyanurate foam Schuller
insulation International Inc.
PA 114
PA 121
9
Product
Description
Polypropylene
plastic plate
3" round galvalume
AZ55 steel plate
2" round galvalume AZ55
membrane plate
PA 11"4 "'; Insulation fastener for
cementitious and gypsum
decks
ASTM D 3019 Rubberized all- weather
(Type III) and flashing cement, trowel
D 3409 grade, modified adhesive.
Raul Rodriguez
Product Control No.: 95- 0502.04
Manufacturer
Olympic
Manufacturing
Group, Inc.
Olympic
Manufacturing
Group, Inc.
The Rawlplug
Company Inc.
PA 114 3" round galvalume AZ55 The Rawlplug
steel plate Company Inc.
The Rawlplug -
Company Inc.
PA 114 3" round galvalume AZ55 The Rawlplug
steel plate for use with Company Inc.
Rawlite fasteners
Tropical Asphalt
Products Corporation
Fibrated aluminum roof Tropical Asphalt
coating. Products Corp.
Test Agency /Identifier
.Applied Research
Laboratories
Factory Mutual Research
Corporation
Underwriters
Laboratories
United States Testing
Company, Inc.
a e if
Physical Properties
Current Insulation
Fastening Requirements
Fire Classification
Compliance
ASTM D 5147
ASTM D 5147
Test Reports
. 10
Report
28013
FMRC 1994
RI190
97457 -4
97- 457 -2R
Raul Rodriguez
Product Control No.: 95- 0502.04
Date
06/02/87
01/01/94
07/13/87
06/03/88
12/02/87
Material
Fibrous glass
Perlite
Fiberboard
Rockwool
Polyisocyanurate
Polyisocyanurate Composite Board
Maximum Design Pressures
Material Design Pressure
Wood -60 psf
Steel -60 psf
Concrete -135 psf
Lightweight Concrete -45 psf
Cementitious Wood Fiber -52 psf
Poured Gypsum -52 psf
Maximum Fire Classification
•
Classification
Wood Class A
Steel . Class A
Concrete Class A
Lightweight Concrete Class k
Poured Gypsum Class A
Note: Fire classifications and maximum design pressures do not reference all assemblies over
deck types. Review system listings for design pressures and the Underwriters Laboratories
Roofing Materials Directory or other approved testing agency listing directory for Fire
Classifications.
II
Raul Rodriguez
Product Control No.: 95 0502.04
Membrane Type: SBS
Deck Type 1:
Deck Description:
System Type E(2):
All General and System Limitations apply.
Base Sheet:
Fastening:
PIy Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
Wood, Non - insulated
19 / 3 ," or greater plywood or wood plank decks
Base sheet mechanically fastened.
Product Control No.: 95- 0502.04
One or more plies of All Weather Empire base sheet, GS Glas Base, GS Flex -1
Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically attached to
the deck as detailed below.
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps
6" 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 PIy 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 lbs. /sq..
One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic
Premium GMSadhered to the base sheet with approved mopping asphalt applied
within the EVT range and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch
adhered to the base sheet.
(Optional) Install one of the following:
1. 400 lb./sq. gravel or "300 Ib. /sq. slag in a Flood coat of approved mopping
asphalt at an application rate of 60 lb./sq..
2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 '/-
gal. /sq..
-57 psf.
Class 'A'; see General Limitation #2.
1:12; see General Limitation I #3.
GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3
•
Raul Rodriguez
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 11.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.
t
I 1111,1
I�� t�
38
Raul Rodriguez
Product Control No.: 95- 0502.04
i
" ROOFING
f PR ® %rvCTS
FLINTLASTIC FRPTM MODIFIED BITUMEN MINERAL SURFACE ROOF SYSTEM
ONE PLY OF GLASBASE BASE SHEET & ONE PLY OF FLINTLASTIC FRP,
PREMIUM FRP, OR FRPG
FOR USE OVER NAILABLE DECKS (FOR LIGHTWEIGHT INSULATING
CONCRETE DECKS, SEE GENERAL REQUIREMENTS SECTION PARAGRAPH 3.9)
Inclines: Up to 6" in 12" (inclines 2" to 6" in 12" see Nailing Requirements Section.) Inclines above 3" in 12" use Type
IV asphalt.
PART 1 - GENERAL
1.01 DESCRIPTION
PART 2 - PRODUCTS
2.01 ROOFING SYSTEM
SECTION 07510
S pecification
No. FRP -2 -3
Shaded areas indicates zone in
which the specification applies.
A. Related work specified elsewhere. Accessories as required by project details.
1.02 PRODUCT HANDLING, STORAGE AND DELIVERY
A. Products. Materials shall be GS brands delivered in original packages bearing manufacturer's labels.
B. Storage of Materials. Store all roofing materials, coatings and miscellaneous accessories off the ground
completely protected against weather.
1.03 WARRANTY
A. Roof Membrane Warranty. GS will issue the applicable Roof Membrane Warranty on the roofing mem-
brane upon receipt of the warranty fee, when all published conditions are met. To be eligible requires
installation by a GS Authorized Roofing Contractor or a member of the GS GOLDEN STAR Applicator
Program. Prior to commencing work, the Roofing Contractor shall submit the necessary application form
to GS for approval. The Roofing Contractor shall notify GS three working days prior to commencing work
to arrange for required inspections.
I
A . Modified Bitumen Roof System on Nailab4 Decks. On areas indicated on drawings to receive modified
bitumen roofing, apply FRP -2 -3 Roof System,jkwith the appropriate GS Approved Base Flashing and Metal
Counterllashing or Wall Covering, as specified in the current GS Specification Manual. Roof shall be
installed by a Roofing Contractor authorized by GS to install the specified Woof Membrane Warranty Roof
System.
B. Insulation. (07240 or pages 115 -128 of this catalog.)
C. Summary of Materials per 100 Square Feet
*GLASBASE Base Sheet (1 ply) 1. •
Type III Asphalt Solid Mopping i;
23 lbs.
25 lbs.
FLINTLASTIC FRP roll roofing (1 ply) (Premium FRP = 105 lbs., FRPG = 100 lbs.) 105 lbs.
Approximate Total Weight 153 lbs.
D. Asphalt. Apply asphalt at a temperature between 400° and 450 °F.
E. Cants. In angles of roof deck and vertical surfaces, the Roofing Contractor shall furnish and install a
solid wood, wood fiber or insulation type Cant Strip with a minimum 3" face.
*Alternate approved GS base sheets include: Ultra, Premium, Flex- i -glas, or All Weather /Empire Base Sheet. GS
approved SBS cold process adhesives may be used in lieu of asphalt. Contact GS for details.
page 88a
258 ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU)— Continued
5. Deck: C -15/32 Incline: 1/2
Insulation: Celotex "Hy -Tec ", 2 in. min, joints in insulation must be offset 6 in. from joints in
deck, mechanically fastened.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt.
Membrane: "Flintlastic GMS ", "GMS Premium" or "GMS Black Diamond ", adhered with hot
roofing asphalt.
Surfacing: Gravel.
6. Deck: C -15/32 Incline: 1/2
Insulation: Celotex "Hy- Tec ", 2 in. min, joints in insulation must be offset 6 in. from joints in
deck, mechanically fastened. s'
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt.
. Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond" or "GTA APP White Diamond'
heat fused.
Surfacing: Gravel.
Class A - Fully Adhered
1. Deck: NC Incline: 1
. Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder.
Insulation (Optional): One or more layers or combination of the following: Ultragard Premier,
polyisocyanurate, perlite, glass fiber or wood fiber insulation.
, Base Sheet One layer of Type G2 "Glasbase" base sheet.
Membrane: One layer of "Flintlastic GTA ( -3/4 sq or -1 sq), GTS" (modified bitumen), hen
fused or "Flintlastic GMS" hot mopped. .
Surfacing: APOC "No. 212 Fibrated Aluminum ", at 1-1/2 gal. 100 sq /ft
2. Deck: NC Incline: 3/4
Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder.
Insulation (Optional): One or more layers or combination of the following: Ultragard Premier,
polyisocyanurate, perlite, glass fiber or wood fiber insulation.
Base Sheet: One layer of Type G2 "Glasbase' base sheet. •
Membrane: One layer of "Flintlastic STA (modified bitumen), heat fused.
rfacing: Karnak "No. 97 Fibrated Aluminum ", at 1-1/2 gal. per 100 sq /ft.
De 5 9
Inclin
Insulation
e
S.7 rr p ronar; - ocern ermtsmattar� um-a-cam , polyisocyanurate, wood fiber.
board, perlite, fiberglass, isocyanurate, any thickness.
Base Sheet: One or more plies of "Glasbase", hot mopped or mechanically fastened.
ne: One ply of "Flintlastic FR" (modified bitumen), hot mopped in place.
Deck:NC lereell1e milefi''
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fas•
tened, any thickness.- B a s e Sheet Type G2, mechanica111rfastened or hot mopped.
Membrane: "Flintlastic GTA or.SIA'_:'heat fused.
Surfacing: Henry Co. "Henry-520- Ajuininum ", applied at 1 -1/2 gal /sq.
- Deck: NC — - - - - Incline: 1/4
Insulation (Optional): Glass fiber, perlite or wood fiber board.
Ply Sheet: Type G2, mechanically fastened.
Membrane: "Flintlastic STA ", "GTA", "GTA Black Diamond" or "GTA White Diamond ", heal-
fused.
Surfacing: Karnak Chemical Corp. "Karnak No. 97 ", 1 gal /sq.
Deck: NC Incline: 1
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered
with hot roofing asphalt, any thickness.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt.
Membrane: "Flintlastic GMS", "GMS Black Diamond" or "GMS Premium ", adhered with ho:
roofing asphalt.
Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating
2 -1/2 gal /sq.
7. Deck: C- 15/32' Incline: 1
All joints blocked with 2x4's.
Insulation: Glass fiber, perlite, 3/4 in. min, joints in insulation must be offset 6 in. from joins
in deck, mechanically fastened.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt.
Membrane: "Flintlastic GMS", adhered with hot roofing asphalt.
Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating.
2-1/2 gal /sq.
8. Deck: NC Incline: 1/2
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adheres
with hot roofing asphalt, any thickness.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt.
Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond" or "GTA White Diamond ", her
fused in place.
Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating.
3 gal /sq.
9. Deck: NC Incline: 1 •
Insulation (Optional): Perlite, glass fiber, polyurethane, isocyanurate, phenolic combination is:
cyanurate /perlite, polyurethane /perlite or wood fiber, any thickness, hot mopped or nailed.
Membrane: "Flintlastic STA ", "GTA", "GTA Black Diamond ", "Flintlastic GTA White Diamond.
"GMS", "GMS -5M", "GMS Double Coverage" or "GMS Premium ", heat fused or hot mopPr
in place.
Surfacing: Grundy Industries, Inc. "al MB Aluminum Roof Coating" at 1 -2 gal /sq.
10. Deck: C -15/32 Incline: 1/4
Insulation (Optional): Any thickness polyisocyanurate, glass fiber or perlite, mechanically fl)
toned, joints in insulation must be offset 6 in. from joints in deck. •
Base Sheet Type G2 base /ply sheet, mechanically fastened or hot mopped.
Ply Sheet: Type G2 base /ply sheet, mechanically fastened or hot mopped.
Membrane: "Flintlastic STA", "GTA White Diamond " or "GTA Black Diamond ".
6.
ROOFING SYSTEMS (TGFU)— Continued
Surfacing: Grundy's - al MB Aluminum Roof Coating" at 1 to 2 gal /sq.
Deck: NC Incline: 1/2
Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any
thickness, mechanically fastened.
Base Sheet: Type G2, "Flex- l-Glas FR" or "Flintlastic FR Base " ", mechanically fastened or ad-
hered with hot roofing asphalt.
Membrane: "Flintlastic FR -P " ", "Flintlastic Premium FR -P ", "Flintlastic - FR/PG" or "Flintlastic FR
Cap ", adhered with hot roofing asphalt. '
12 D C- 15/32•
•AII eck: joints in deck blocked with 2x4's. Incline: 1/2
Insulation (Optional): Polyisocyanurate, glass fiber, perlite, any combination, any thickness,
mechanically fastened.
Base Sheet: Type G -2, mechanically fastened or adhered with hot roofing asphalt.
Membrane: "Flintlastic FR-P", "Flintlastic Premium FR -P " or "Flintlastic- FR/PG ", adhered with
hot roofing asphalt.
13. Deck: NC Incline: 1/2
Insulation (Optional): EPS, any thickness, covered with 1/2 in. min perlite or wood fiber, me-
chanically fastened.
Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. .
Membrane: "Flintlastic FR-P ", "Flintlastic Premium FR-P" or "Flintlastic- FR/PG ", adhered with
hot roofing asphalt.
14.' Deck NC Incline: 1/2
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness,
mechanically fastened.
Base Sheet: Type G2 or "Flex- i- glas ", adhered with hot roofing asphalt.. -
PIy Sheet: "Poly SMS Base Sheet ", adhered with hot roofing asphalt.
Membrane: "GMS", adhered with hot roofing asphalt
Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating",
at 2.1/2 gal /sq.
15. Deck: NC Incline: 1/4
Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any
thickness, mechanically fastened or adhered with hot roofing asphalt.
Base Sheet Type G2 or "Flex-i-glas", mechanically fastened or adhered with hot roofing as-
phalt.
Ply Sheet (Optional): Type G2 or "Flex-i-glas", mechanically fastened or adhered with hot
. roofing asphalt.
Membrane: "Flintlastic GMS", "GMS Premium ", "GMS Black Diamond" or "GMS White Dia-
_ mond ", adhered.with.hot, roofing asphalt. -
Surfacing: Asphalt Products Oil Corp. "APOC -400 Sunb rite ", 3 gill /sq. ` -- -- it Deck: C -15/32 • Incline: "1 /4
Insulation: Glass fiber, perlite, 1 in. min, joints in insulation must be offset 6:ih from joints in
deck, mechanically fastened.
Base phalt. Sheet Type G2 or "Flex-i-glas", mechanically or adhered vvith _ hot - roofing as-
- Ply Sheet (Optional): Type G2 or "Flex- i- glas ", mechanically fastened or adhered with hot
. roofing asphalt.
Membrane: "Flintlastic GMS ", "GMS Premium", "GMS SBS Black Diamond" or "GMS SBS
White Diamond ", adhered with hot roofing asphalt.
Surfacing: Asphalt Products Oil Corp. "APOC-400 Sunbrite", 3 gal /sq.
17. Deck: NC Incline: 1/2
Insulation (Optional): Polyisocyanurate perlite, glass fiber or wood fiber, any thickness, me-
chanically fastened or hot mopped in place.
Base Sheet: One or more layers of Type G2 or "Flex-i-glas", mechanically fastened or hot
mopped in place.
Ply Sheet (Optional): One or more layers or Types 61, G2 or "Flex- i- glas ", mechanically fas-
tened or hot mopped in place.
fus
Me mbrane: "Flintlastic GTA", "GTA Black Diamond"", "GTA White Diamond" or "STA", heat
Surfacing: Karnak Chemical Co. "No. 97 " ", applied at 1.1/2 gal /sq.
IB. Deck: NC Incline: 1/4
•
Insulatimax thickon (Optional): Perlite, glass fiber, mechanically fastened or hot mopped in place, 2 in.
ness.
Base Sheet: One or more layers of Type G2 "Flex- i- glas ", mechanically fastened or hot
mopped in place.
Ply Sheet (Optional): One or more layers of Types 61, G2, "Flex- i- glas " or "Poly SMS Base
Sheet", mechanically fastened or hot mopped in place.
19. Membrane: "'GTA " ", "GTA Black Diamond ", "GTA White Diamond" or "STA", heat fused.
Surfacing: APOC No. 212 Aluminum Coating, applied at 1 -1/2 gal /sq.
Deck:
place. C -15 Incline: 1/2
Insulation: Glass fiber or perlite, min 1 in. thick, mechanically fastened or hot mopped in
Base
mopped Sheet in place. Type G2, "Flex- I- Glas " or "Flex- I -Glas FR Base", mechanically fastened or hot
-
Membrane: "'Flintlastic FR -P " ", " "Flintlastic Premium FR-P" or "Flintlastic-FR/PG", hot mopped in
Place.
Deck; NC Incline: 2
Insulation (Optional): Perlite, glass fiber, polyurethane, isocyanurate, phenolic, combination
or ho i socyanurate /perlite,
t polyurethane /perlite or wood fiber, any thickness, mechanically fastened
mopped in place.
Base mopped Sheet: in '"Flex- l -Glas FR Base ", Type G2 or ""Flax- I- Glas " ", mechanically fastened or hot
place.
Membrane: Flintlastic- FR/PG ", "Flintlastic FR -P" "Flintlastic Premium FR-P" or "Flintlastic FR
Cap ", hot mopped in place.
11.
20,
ROOF COVERING MATERIALS (TEVT) to
LOOK FOR MARK ON PRODUCT
Date
Leval Description
Owner's Address
Contracting Co.
Qualifierd64W 0,.
State # U.W tP Municipal #
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIPTION
( . l) if
Square Ft.
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. Fu ermore, I
the above -named contractor to do the work stated.
auu horize
Signature
Date:
Notary as to Owner and /o
My Commission Expires:
FEES: PERMIT
v
APPROVED:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Lessee / Tenant
Job Address c c NE /O[
S
229 NE /of .f
SS#
/- 7 b
of owner and /or Condo President
OFFICIAL r ` °
SANDRA D OBENOUP
NOTARY PUBLIC STATE C°' FLORIDA
COMMISSION NO. CC2652.72
MY CC?It.4MISS *N !?�?'• FAR I? ; - *
RADON
Fire
Zoning Buildin
Mechanical Plumbing
Estimated Cost(value)
Tax Folio I ( - 3 ap — 01 3 — ct 7 ct a
Master Permit # 373 3L.
Phone
Address I .90 i 1,1J1 J-ta!e-C'F
Phone c 5 7 2C/ 2
Competency # Ins . Co . u,.S (22/D 744
ROOFINL PA VING FENCE SIGN
ature of Contractor or Owner- Builder
ate:
Notary as to Cont a°eto _ or:_Owner- Builder
My Commission Expf` res COQ ���... } ;
it
�1s `. ': . • i °- j
�IJCZ� ^ �, .:
C.C.F. /u NOTARY TOTAL DUE 1
Other
Electrical
Engineering
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. / 1 — 3 2- 0 t — 1 3 — ' 7 D
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address:
2. Description of improvement:
ko
71220.42i r .ai) . FL
J
o NF /0 /Q' c -
3. Owner(s) name and address: � c Ce L _/,D
/1/4 /a St L
Interest in property: Q }t
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
Notary Public
Print Notary's Name
My Commission Expi
COMMISSION EXP. MAR. 12 t �;r%
SEA
1 0.02
le
7. Persons within the,State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Co ( ncement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
SRN/ r 0)612 , L.
t!,)i �v1rvs
Y
Signature of Owner
Print Owners Name
Sworn to and subscribed before me this 17 day of a,'2h / , 19 /S.
STATE OF FLORIDA, COUNT)' 0= DADE
I HEREBY CERrtfY t .a this is o true cry of tho
originof filed In p office on day of
W my h i,d and Official Seal.
HAItV , RUVIN.CLERK, fci cui nd CountyCoos$
/
95R167662 1995 APR 28 15:03
Prepared by: /N,Os/
—Oki )14e
Address: 4-6o M P'caNS/
/ /g13
302/
123.01.52 2/93
• Job Address: golq L I / * Contractor
PER METER DETAIL #1: Parapet Wall Detail
Coping Cap
Gage:
Fastener
Spacing: _ o.c.
Clip Type:
Clip Gage:
rol
Deck Type:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Parapet Walls.
Insert leaders indicating Roofing Component names,
d xnensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
Deck Type:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Areas to be Flashed.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood-
blocking attachment
PERIMETER DETAIL #2: Flashing Detail
Built -Up Applications and Modified Bitumen Systems
Page -5
Process No.
Job Address: ,224 0E. 10( Contractor
PERIMETER DETAIL #3: Gravel Stop or Drip Edge
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 St
Gage:
1
1�1
Fastener
Spacing: �u o.c.
Clip Type: 0I it
Clip Gage: l
Deck Type: t/JopCt
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:
4-
Deck Type:
PERIMETER DETAIL #4: Gutter Detail
]atilt -Up Applications and Modified Biteamen Systems
Page -6
Process No.
Job Address: ayk
PERIMETER DETAIL #5: 'Other' Detail
Process No.
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may eicisit.
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may exisit.
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
PERIMETER DETAIL #6: 'Other' Detail
Built -Up Applications and Modified Bitumen Systems
Page -7
Job Address: Q tue (0 1 j Contractor
Insert Building and Parapet Heights.
(If no Parapet exists, insert "N /A ")
Also insert applicable information pertaining
to the building below.
(See ASCE 7 -88 Fact Sheet AttacWd )
Exposure Category:
Classification Category:
At Hurricane Oceanline ?:
Basic Wind Speed at
Building Location:
Building Condition based on
% of Openings:
110 mph
PI
GROUND LEVEL
T
6 feet
1 feet
BUILDING INFORMATION #1
]built -Up Applications and Modified
Page-8
itumen Systems
Process No.
Job Address: lAL(0 /5t Contractor 8§00-0.4
Process No.
Sketch Roof Plan indicating all dimensions, any slopes,
roof drains, rockets, or roof top equipment. Also insert
variable labeled "a" which indicates perimeter and comer
dimensions per Chapter 23 of the South Florida Building
Code.
(See ASCE 7 -88 Fact Sheet Attached )
`2
2- 0
a- 2
10
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions
Built -Up Applications and Modified Bitumen Systems
Page -9
Job Address: Contractor 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:
Reviewed Details ?:
Notes:
Built-Up Applications and Modified Bitumen Systems
Page -10
Y N
Y N
Job Address: 7") IUE 10/52 Contractor
1
inches
T
I _ inches
inches
FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE
UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND
INSULATION LAYER(S). (Where Roofing Component not used in
Roof System Assembly, fill in with "N /A ".)
Ply Sheet(s):
r Surfacing: 61€04 J 1
(briefly describe,
if applicable )
Top Ply: { O1&1AJ1&d
Bonding Material: P` i t 4 Sri aAt
Bonding Material:
Fastener: V t ' J ( ifbastsheetmech Ita ed 1
Base Sheet:
Insulation:
Vapor Retarder.
(if applicable )
Primer
(i /applie
Bonding Material:
(if base sheet bonded)
Fastener:
(if topinsulanon ayer
mech. attached)
Top Insulation Layer:
(i/apphcable)
Bonding Material:
(if top ovulation
layer bonded)
Fastener:
(ifinsulatlon
mech. attached)
Bonding Material:
(l/insulation bonded )
/ t. tit
i 1
75 tok �►IL
rl f
J
J
DECK: ,�((
Type: WOO l
Gage or Thickness:
It-
Density, if concrete deck:
Built -Up Applications and Modified Bitumen Systems
Pagc -4
Process No.
• Job Address: 2,2 /0/57 Contractor Process No.
Top Ply:
( Type and method of attachment )
Surfacing:
(Type, if applicable )
Flashing Materials:
(Type and method oj attachment )
__i24.SP
rYnc9 4(1)-e 4 ety‘c lt-
1\,) fr
qA-(1u d hlP•
Built -Up Applications and Modified Bitumen Systems
Page -3
Job Address:
The undersigned certifies that the Wosivismigte or
Assembly is in compliance with the plans, specifications, and details
submitted by the architect.
STATE OF FLORIDA - COUNTY OF DADE
Before me this day personally appeared J 11) _0. ( L
who, being first duly sworn, deposes and says that all information submitted
herein is true and correct.
Sworn to and subsbrjbed before -me- this -
i uu ,..�s.21..
i
M3 commission expires:. ° -- ---
1_11.: .::
Licensed Contractor / ner
Signature
; th day of C�/
6H 4 9 Am
Notary Public
Stale of Florida
Contractor.
Wood Shingle or Shake Systems
Page - 7
Process No.
Job Address: Contractor Process No.
Reviewed Field Test Data ?:
Notes:
Additional Notes:
Y N
Plan Examiner
Built -Up Applications and Modified Bitumen Systems
Page -11
Job Address: o?o9 L /ci4 Contractor
GENERAL:
Type of Roof System Assembly to be Applied:
Manufacturer of Roof System Assembly:
Product Control Approval Number:
System Number from Product Control Approval:
123.01 -166 9/94
Base Sheet:
Fasteners:
Ply Sheet(s):
Cap Sheet:
Asphalt:
APPENDIX 'E'
ff)
Process No.
METRO -DADE UNIFORM BUILDING PERMIT
SECTION II
BUILT -UP APPLICATIONS AND
MODIFIED BITUMEN SYSTEMS
(�A F
qS :033D .�
N - 1—I -/rid
(Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
( Note: If a minimum roof system is to be applied, describe all
components within the system and list the manufacturer of
each component. DO NOT complete this section if system is
Product Control Approved. )
( Note: No insulation system is acceptable under the minimum
roof category. )
Complete the following for all Roof System Assemblies:
Built -Up Applications and Modified Bitumen Systems
Page -1
Job Address: ; l /LYE Contractor
( Check *one of the following )
Recover Re -roof: t/
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?: Y N
If YES, has an ASTM E907 test been carried out
to confirm adhesion of the existing membrane to
the substrate ?:
(If yes, attach ASTM E907 test report. )
Proposed Fastener:
(A ttach withdrawal resistance test report. )
Has the deck been examined for moisture ?:
(Provide data confirming compliance with
Section 3401.9(c) . )
THE SYSTEM:
New Construction
Process No.
Y N
iu//
Y N
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: Wood
( Briefly describe )
Insulation:
(Type, size and method of attachment,
if applicable )
Base Sheet or Ply:
( Type and method of attachment )
A3
•
IA
# 75
Ply Sheet(s):
( Type and method of attachment )
Built-Up Applications and Modified bitumen Systems
Page -2
Guarantees Available `n
S ecificatt .'f `RUBEROIO LUi .: , RUBEROI
RUBEROID® Specification N- 1 -1 -MG
4' Min.
Side lap
MIL: Nallable"
,Steep Asphalt
lype III:
orIV
Substrate — inch minimum plywood, gypsum, structural wood fiber,
lightweight insulating concrete. See "Lightweight Insulating Concrete Decks,"
page 10.
Slope —Up to 1 inch per foot for lightweight insulating concrete; up to
3 inches per foot for other decks.
..Materials
GAF ; Materials` Corporation Steep Roofing Asphalt ASTM D',312 Type III or IV
GAFGLAS; #75 Base Sheet
RU MOP (G ranule Surfaced
Approximate. Weight Per Square ti' f ' Total 145 155tib&
Ism
r i Q
OAP
COR PORA
General
Recommendations presented on pages 17 -22 shall apply in addition to the
following application recommendations.
Application Recommendations
1. Lay one ply of GAFGLAS® #75 Base Sheet (or in the case of a fresh lightweight
insulating concrete or gypsum deck where STRATAVENT° (Vent Ply) for Nailable
Decks is required), with a minimum 2 inch side lap and not less than 6 inch end
laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and
stagger -nail down the center of sheet in two rows with nails spaced at 18 inch
intervals in each row.
2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP
(Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %)
continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The
RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch
end laps.
51
0
CD
TI
0 0
FD
7Q
mErno DADE METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLEII BUILDING
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO-DADE FLAGLER BUILDING
140 WEST F1.AGLER.
MIAMI, FLORIDA 33130.1503
1305) 376.2901
PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 376.2000
Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under
Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of
Construction, and completely described in the plans, specifications and calculations as submitted by Construction
Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters
Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code
Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth
herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.: 95- 0330.06
EXPIRES: NOV 1 n 1997
ul Rodrig
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 Code
Compliance Department and approved by the Building Code Committee to be used in Dade Cou aA lorida under
the conditions set forth above.
APPROVED: MAY . 0 4 1995
*nay
axles Danger, P.E., Director
Building Code Compliance Department
Metropolitan Dade County
Applicant:
GAF •Materials Corporation
1361 Alps Road
Wayne, NJ 07470
SYSTEMS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Category: Membrane Roofing System
Sub- Category: Built -up Roofing
Type; Modified Bitumen
Sub -Type: SBS, APP
System Descriptiort
Product Control No.: 95- 0330.06
Approval Date: MAY 0 4 1995
Expiration Date: 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 in smooth, granule and fire rated versions. In addition,
GAF offers two ply modified systems to meet the specification requirements for multilayer SBS
modified specifications.
GAF products are distributed through a wide network of roofing wholesale distributors throughout the
South Florida area.
GAF provides warranted systems over various insulated and non - insulated substrates, copies of which
can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and
Specification manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with
ASTM D 5147 test requirements.
Contact:
William J. Woodring
Director of Technical Services
(201) 628 -3000
2
Product Control No.: 95- 0330.06
Insulation Types:
Fibrous glass
Perlite
Fiberboard
Polyisocyanurate
Expanded polystyrene (EPS)
Polyisocyanurate Composite Board
Maximum Design Pressures
Material Design Pressure
Wood -60 psf
Steel -75 psf
Concrete -248 psf
Lightweight Concrete . -45 psf
Poured Gypsum -45 psf
Maximum Fire Classification
Material Classification
Wood Class A
Steel Class A
Concrete Class A
Lightweight Concrete Class A
Poured Gypsum Class A
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.
3
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
Dimensions
1 sq. roll
87 lbs.
3 /4 sq. roll
93 lb. roll
1 sq. roll
1021b. 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.
Ruberoid® 30 FR 1 sq. roll
92 lbs.
Ruberoid® Mop 170 FR 1 sq. roll
103 lbs.
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
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 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
fire- retardant, polymer modified asphalt
surfaced with mineral granules.
ASTM D 5147 SBS modified asphalt base sheet
reinforce with a glass fiber mat.
ASTM D 5147 Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non woven fiberglass mat coated with
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 mineral grgnu
4
Raul Rodriguez
Product Dimensions
GAFGLAS® 3' x 36"
Stratavent® (Vent Ply) 69 Ib. roll
for Nailable Decks.
GAFGLAS® 3' x 36"
Stratavent® (Vent Ply) 691b. roll
Perforated
GAFGLAS Ply 6®
GAFGLAS Ply 4
GAFGLAS #75® 3' x 108'
75 lb. roll
3' x 180'
45 lb. roll
3' x 180'
401b. roll
GAFGLAS® 3' x 36'
Mineral Surfaced 76 Ib. roll
Cap Sheet
GAF Materials
Corporation Asphalt
Concrete Primer
GAF Materials
Corporation Fibered
Aluminum
GAF Materials
Corporation
WeatherCoat®
Emulsion
GAF Materials
Corporation Jetblak All
Weather Plastic Cement
5, 55 gallons ASTM D 41
1, 5 gallons ASTM D 2824 Fibered aluminum coating.
5 gallons
1, 5 gallons
Test
Specification
ASTM D 4897
D 3672
5
Raul Rodriguez
Product Control No.: 95- 0330.06
Product
Description
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
ASTM D 4897 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
ASTM D 4601 Asphalt impregnated and coated glass
mat base sheet.
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Asphalt concrete primer used to
promote adhesion of asphalt in built -up
roofing.
ASTM 1227 Surface coating for smooth surfaced
roofs.
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
Product
Dekfast Fasteners
#14
Dekfast Hex Plate 2 7/8" x
3 1/4"
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
Test Product
Dimensions Specification Description
PA 114
PA 114
Dekfast Lock Plate 3" x 3 1/4" PA 114
PA 114
PA 114
PA 114
PA 110
Perlite Insulation various PA 110
8
Insulation fastener for steel
and concrete decks
Galvalume hex stress plate.
Polypropylene locking
plate.
Insulation fasteners for
concrete decks
Insulation fastener for steel
and wood decks.
Aluminum fastener for
lightweight, gypsum and
tectum decks
PA 110
• PA 110
PA 110 Polyisocyanurate / perlite
ridged insulation
PA110 •
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
ASTM D 312 Type III or IV hot asphalt generic
bitumen adhesive
Wood fiber insulation
board
Perlite insulation board
Raul Rodrigue
Product Control No.: 95- 0330.06
Manufacturer
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Construction
Fasteners, Inc.
Creative
Construction
Components
Firestone
Firestone
Firestone
Firestone
generic
generic
Product
Red Rosin various
Roofing Nails
Tin Caps
Type X Gypsum various
Sturdi -Top
al MB aluminum
roof coating
Grundy
Industrial
Emulsion
#14 Roofgrip
Gripdek Fastener
Premium Metal
Plate
Standard Plastic
Plate
Karnak No. 169
Karnak 97
Minimum # PA 114
12
Min. 32 ga. x
1 5 /8 1,
various PA 110
3" square
3" round PA 114
Barrier Board Plus various PA 110
Test Product
Dimensions Specification Description
PA 121
PA 121
PA 114
PA 114
PA 121
9
Rosin paper for barrier
layer on wood decks
Manufacturer
generic
Corrosion resistant annular generic
ring shank nails
Corrosion resistant circular generic
discs.
Fire resistant rated gypsum generic
Wood fiberboard
Aluminum roof coating
Asphalt emulsion
Insulation fastener steel,
wood or concrete decks
Insulation fastener
Polyolefin plastic plate
ASTM D 2824 Aluminum roof coating
Roof coating
Polyisocyanurate foam /
wood fiber insulation
Raul Rodriguez
Product Control No.: 95 0330.06
Georgia - Pacific
Grundy Industries
Grundy Industries
ITW Buildex
ITW Buildex
PA 114 3" square galvalume AZ55 ITW Buildex
stress plate
ITW Buildex
Karnak Corp.
Karnak
NRG Barriers, Inc.
Test Agency
Construction Research
Laboratory, Inc.
Factory Mutual
Research Corporation
South Florida
Test Service
Underwriters
Laboratories, Inc.
Dynatech Engineering,
Inc.
Test Identifier
#4818
J.I. OT4A 1.AM
J.I. 1 V7AO.AM
J.I. 1V8A4.AM
J.I. 1R1A6.AM
J.I. 0T2Q4.AM
J.I. 0Q6A6.AM
J.I. 2M0A4.AM
J.I. 3X3A2.AM
J.I. 0Y9Q5.AM
J.I. 3X3A2.AM
GAF -53 -X -915
R1306
3600.02.95
Test Reports
13
Test Name/Report
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Fire Classification
Wind Uplift, Small
Scale
Raul Rodriguez
Product Control No.: 95 0330.06
Date
07/10/87
08/26/92
07/16/92
06/28/93
11/15/91
10/17/91 •
07/16/91
03/21/87
08/02/94
07/29/94
08/02/94
03/08/91
08/01/94
02/02/95
Membrane Type:
Deck Type 1:
Deck Description:
System Type E:
All General and System Limitations apply.
Base Sheet:
Fastening:
Note:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
SBS
Wood, Non - insulated
19 / 32 " or greater plywood or wood plank decks
Base sheet mechanically fastened.
Product Control No.: 95- 0330.06
One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or
GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as
described below:
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps
9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c..
Ply 4 and Ply 6® applications require sheathing paper over the wood deck
before application of base sheet.
(Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or
a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25
lb. /sq. ± 15 %.
One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid®
Mop FR in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %.
(Optional) Install one of the following:
1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an
application rate of 25 lb. /sq. ± 15 %.
-60 psf.
Class 'A'; see General Limitation #2.
3:12; see General Limitation #3.
N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR,
N- 1 -1 -MGP
41
Raul Rodriguez
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
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 lbs. /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 performed by a Contractor licensed to do roofing work in Dade
County. Contractor shall be familiar with the details and specifications published by
the manufacturer.
7. In re- roofing applications, moisture content in an existing built -up roof must be in
compliance with Section 3401.9(c) of the South Florida Building Code.
Prior to application, all existing roof surfaces used as a bonding substrate shall be
tested for uplift resistance in compliance with Dade County Protocol PA 124 to the
calculated design pressure of the roof deck.
9. If required, any Factory Mutual Approved vapor barrier in conjunction with
proprietary or approved adhesives may be used prior to the application of the
insulation layer.
10. Perimeter and corner areas shall have an increase in fastener density for both
insulation and base sheet in compliance with Dade County Protocol PA 117 of the
South Florida Building Code.
11. All attachment and sizing of perimeter nailers and metal profile designs shall
conform with Dade County Protocol PA 111 of the South Florida Buil, • g Cede.
168
Raul Rodriguez
12. Flashings shall be installed according to the manufacturers standard details, and may
be applied in cold application adhesive, approved asphalt or may be applied in
conjunction with an approved torch applied modified bitumen membrane. Specific
details, approved by the manufacturer, shall be submitted with the Section II Permit
Application.
13. Roll good materials shall be stored in strict compliance with GAF Materials
Corporation requirements.
14. Consult current Underwriters Laboratories Directory for the appropriate coating for
each roofing assembly to obtain the required fire rating. The assembly shall be
installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida
Building Code for maximum fire classification.
15. Asphalt moppings shall be with applied with asphalt approved by the applicant and
shall be approved in compliance with equiviscous temperature (EVT) methods of
asphalt application. Asphalt containers or bulk tickets shall indicate an EVT,
finished blowing temperature (FBT) and flash point. Asphalt types and temperature
ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida
Building Code.
16. Insulation may be installed in multiple layers. The first layer shall be attached in
compliance with Product Control Approval guidelines. All other layers shall be
adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. f
15 %, or mechanically attached using the fastening pattern of the top layer. Refer to
manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for
correct application procedures of insulation panels in approved asphalt or adhesive.
17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces
such as mechanical termination at wood blocking, head and side laps, and base
flashing terminations. Cap nails shall not be used for the mechanical attachment of a
base sheet. Tin caps are required by the South Florida Building Code.
18. The submission of system specifications and details shall accompany the Section II
Building Code Permit. This information is available in the publications listed in the
'System Description' of this Product Control Approval. The submission of these
documents, as well as the proper application and installation of all materials shall be
the sole responsibility of the contractor.
19. All standard panel sizes are acceptable for mechanical attachment. When applied in
approved asphalt, panel size shall be 4' x 4' maximum.
20. Fastener spacing for base sheet attachment is based on a minimum withdrawal
resistance value of 250 lbf as tested in compliance with Dade County Protocol PA
105. If the fastener values as tested are below 250 lbf a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken
from Dade County Protocol PA 105. Calculations shall be based on a rupture value
(the fastener stress plate pulling over the base ply) of n9t mow thaq 901,b .
ti 1' ->> )
169
Raul Rodriguez
Product Control No.: 95 0330.06
Product Control No.: 95 0330.06
21. Fastener spacing for insulation attachment is based on a Minimum Characteristic
Force (F') of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is
below 3001bf. 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
Raul Rodriguez
•
BUILDING p MIAMI SHORES VILLAGE, FLORIDA _
Date �`� � ' 3 19
ELECT
PLUMBING L ° o PERMIT
ROOFING
Owner of
Building
Architect
Contractor " — t
or Builder
Legal
Description
Address of
Building
LOt
Work to be performed under this Permit -g-
v
� J
I BI
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 o thy,ptans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employe y � s
Na 37836
Subdi-
vision
Sq Ft.
Value of
Project
Contractor's
License No.
1
Wes_
// 3020 / 3 4z2.9_6
9
HS /
. 7 V /h. 11 II Permit
Signed• - (INSPECTOR) BY
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
CONTRACTOR or BUILDER BY AUTHORITY
OBENOUR ROOFING, SHEET METAL
& SUPPLY CO.
OFFICES:
9325 PARK DRIVE, SUITE F
MIAMI SHORES, FLORIDA 33138
(305) 757 -2612 • (305) 757 -7861
Fax (305) 758 -8484
O 0 /$ 1 4 /9gs
(11)
1??,,teortu
tee: kvu)721;t
Pjedie celA
gzei-vo LAIlaulfr •
Over 60 Years of Service
WAREHOUSE:
7357 N.W. MIAMI COURT
MIAMI, FLORIDA 33150
shores s • silage, I Innd.t and all provsrinns of tq LAW,' n( the
r.•ruletions of the dtsikling Divistnn of /Ma si'; s VII
plans end spo the ei sq awn be ° kepi M it*dhi
New Building d d q Rerb
TO be construtted of ' ,, I.. • "t" • 101 tigti
Esetnt t d Total of f' '.. i ` 5 R
Nteaiinuni lire bad•e be bones
1 herebr O�
� teas
be sent to.
STATE. OF FL.OR1
COUNTY OF bA
Before me
geared ........_.:.`�
Disapproved
(Signed) '
\!ember •
Council Approved
PLEASE SEND OUR . F ' MORE `• f`�I:DING:.' PAR` � B'S ?:
+trt11"i fa,
NI. g. '� :.,
The ,nnilersi p••aed atirdieafit I1i�t `•:- i.,
of . {:ihur under' int;Fleinfla Wwliniq,se
and hai enmphed with the oI
in tke work' to•be t
or,raiioes all IN • �..u_
pesinit; As
•
•
.. r l.!.'..Y...N�. .. -
Badding
MIAMI SKCI4E$
BUILDING INSI TIbN>I 'DIEP,MITMEN1,'
APPLICATION ' Ei,IJ'eL:ID 1 N'13 P h
A{�t�l►.ation it herehY ma le for the ar proval bi the detaikil'�$trtti.►N•r�r u ui. Miff .. n,e�Jieetioaie herewi pubtnitted for rho build
ins or other structure herein dernrnbtd. This p 1 •ation b, madp bb e `
Y 1 ��.
M �'l1t1,1t' - 0i0 4
fit' e- 11 It w eenlormit with
•
•
Sandra: Winters Y •
Owner's Name and Address
.' 1w.. �w! i� ►!IrN�Yq�NY.......•»•NY..wiwrw� NYNw..b.N.A..1.Y.I
Registered Architect salter ;noises .. ' ' �r
.
w�..rrji►,!. '.YtY : i::. ' a { ..r .:. 7�q 1r•.. It{.. ,
ox .7 � .tid. A ,am .,
Name and .address of,hceased contractor.::. • ob .,,, ,,,,,,,, » coder Rbf • . N 1 � •y �
f
Location and a l { Yr Mid P M•M► + w.,� » :.•:..., 1 . ' r. r • an k �b l dlr iptl0a of 10t to M 'A :a.% ro •;, r § r ' i #i4 l .. ..,
401 a �. -. ,
B lock i '+ a . • rG t tt • Tom• ► •r. �
Street and Number where worts Is to Ira X11• ` 2.29;' r • 4•0 . S » >Et . M ~ S2io x es .I r `�.`" »"
� } r w «wry.. ry 'wY".•'•'.w«r'�'.i+•rir4K `' A h f..
Sate week be dote ;turd p.,p e('Iiuj$ (1 AMp) e:FOof ei'itixe ase a,dpnee With '..1;" white
• shingle tile'. ; •
i � 1 . T , :t,, .... 9a 1 �.p,N w' '" ' �11 ►'�! � 'w`t•'!h.i d••+IMri:,1. r.q•4aL.r. i
w.•...:•.••» .• ••,..i�N - M• .MM•••i it F ,A:,y it � 1 S - 4. •..' `
.. • �,.•M.P .p•M �. t Yi.IFId • Np � • MY•T.y�wa/F'j�. . ..r....•... •jM. r....
S. r t�
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Zone eubage regiured ' • 24 st u O.ti ea
Distance •to Haut • neatist i g .... .... 4:1#0 ,6•w..,
hy � 0 . " .I
and who. bein by .me heel ' 4 1r man. a oat, de ,; k
dt the above described eatstNtelloa,. t rh* by e 0 St
therein
by . Wt IMF• Yyb:' 4� . W� .• .'.b,
Permit No.....1»�yfv.M�L.M �... �aN �� y (
wN tS•
. PLANNING ..00AID., ' » .........::..wOA
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Drill In •• •- (frdinents . e1 Miarni
85
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f.•r.... :•••Y•�. .
fo i sle�NIMr'purpose.
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WICNILIII01001 hit**.
,• 4.!'4#:1 i... �i3} s�.. °'; ' Ili I,4_1 41 bails
- �fiOTARY�f'�6 s Fes' teflteft ,
MY COMMISSION••EXPIRES FEB. 18. 1989
...... ..... .•hw. •.• ••. . .. • •. 1 .'........••rH•1.•N��iyy ' . : ∎∎••. »M,.• •'•.••• r ..4.4.41••••••••••••." .•. cr .
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D i. ,' . DIaa pr. d :.. .. -
� �.s.. t Date
XtiTI•:: A t'h.uge Of $):00 will be made fee mobs* fetadi met oor'ehoolles, spp$ati ' .e1ter spprm•al Mt.bern_obIai 1rotn •
• the M. liu.ud
A ►,:• in python far of 111.00 will be 'shamed N4 he'shamed .When sods sterol 1las la oad10 eeeswtwp b1► Itss,e 111111 'feet '
u►aleyalb and/or worhW►a.shig. msr►taiieni w Buhr
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
11 .3 24) e )3 g Rio 5
1�
Application is hereby wade for the approval of the detailed statement or one plans and specifications herewith submitted for the build
ine 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. of approved
plans and specifications must be kept at building during progress of the work.
_... Ma.Y_...._._ .._._�_..._. .._.... ,19. 3
Owner's Name and Address GEORGE TALLEY _ No..2 2 9 _. Street_...NE 101 Street
Registered Architect and /or Engineer
STATE OF FLORIDA,
COUNTY OF DADE. ss'
Dat
{ITT .f,...
Name and address of licensed contactor ANDREWS ROOFING f; IMP ,_ �Q!}� a.. e ah . s Fl
Location and legal description of lot to be built on:
Lot Block Subdivision ...r..__
Street and Number where work is to be done 22.9 .S.treet_
State work to be done and purpose of building (by floors) RE — ROOF FLAT GRAVEL SECTION ONLY.
Apply (.1) . #30 with tin caps nails, p�,y (...) .. jj,1 . 5 ,..ALb 5:t.Q,5,it.....sot asphalt
spread gravel into heavy pour of hot asphalt over area. and for no other purpose.
New Building Remodeling Addition Repairs XXX No. of Stories •
To be constructed of Kind of foundation Roof Covering 0r434e ........
.,._.,__
Estimated Total cost of improvements $..2.7.Q.Q...D 0 Amount of Permit S. ZII....Q.O
Zone cubage required 9... .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 ...R.0.0F'ING. -:S .IMP GO —...,J.,.. ROBERT ANDREWS
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of Libor 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•thc work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such ubcon• actors, on to be • rfo • d under this
f
pennit, as are licensed by Miami Shores Village. / . /
Remarks (Signed) .
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No.._. � Date 1- 3 Read, Sworn to and Subscribed before me.
Disapproved . 1` Date
(Signed)
Notary Public, State of Florida
Bui • ing Inspector My Commission Expires
to me well known,
PLANNING BOARD DATE
Chairman Member _
Member Member
Member .. ... Member _.._.....
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Pl.innir.g 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 anti /or workmanship.
BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA
ELECTRICAL ❑ Date -
PLUMBING ® PERMIT N? 10238
ROOFING ❑
Owner of ��
Building _ M "„r
Architect
Contractor I jut
or Builder M+
Legal
Description
Address of
Building
t
Lot
I I BI
1-1
CONTRACTOR or BUILDER
Work to be performed under this Permit
C
196Y
Contractor's
License No
i
Subdi-
vision
Sq. Ft.
Value of � 11 Amount of
Project $ II 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 � s' t '' " 'st (INSPECTOR) BY
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date
Owner's Name and Address. /.Ills.- -(��11..s-j‘o N
Registered Architect and /or Engineer �►-
Name and address of licensed contractor..... 71/1/x.. 7/ 1 J 741.L I27L
Location and legal description of lot to be built on:
Lot Block Subdivision..
Street and Number where work is to be done... 7 0 g ,lY.l�
State work to be done and purpose of building (by floors)
Permit No
Disapproved �� Dat
(Signed)
Date 7 / 47----C "
Building Inspec
Addition Repairs No. of Stories
New Building Remodeling
To be constructed of Kind of foundation Roof Covering...
00
Estimated Total cost of improvements $ Amount of Permit $
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of orida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or b- 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 to of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on ork to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
reference to the building
19.!
ree - ✓4.1 . .
and for no other purpose.
and its construction
may
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.
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
ANNING 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.