1077 NE 96 St (10)Date
Job
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Legal Description Historically Designated: Yes No
Master Permit # 7g,2.4"
Phone/ _1 — (Z SC
/ Tenant \!kse C kk 91 6.1.'L 1�L d.Z %%Via
Owner's Address \ Owl ick 6 S l
Contracting Co)( C SST ��� ��7C C„KNZ.>, - Address
Qualifie P _ .t C> - � S SS#
State # Municipal # Competency ike,C ()Sri sI j Co.eck., „„ _?
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING ' AVING FENCE SIGN
Square Ft. 71A.1 �
lo
FEES: PERMIT a RADON C.C.F.
APPROVED:
Zoning
Mechanical Plumbing
Addresg, Tax Folio
Building
0V
► k7 (/
�yr�t � .E . ��p ST►�.
Estimated Cost (value )k ... 30
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 AVIT I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construc ' and zo the above -named contractor to do the work stated.
Signature of ' ontractor or Owner -Bui der Date
� Owner- Builder Date
° i 7 - r�`
CC ss 85710 Ex.
7 r
Comm. Expires
7/22/03 Q'
li t OF F �- �,�''�
NOTARY
Electrical
BOND
e Cdi
TOTAL DUE (9 D
Structural Engineer
ti
•p s in accordance with Chapter 23 of the SFBC.
I ,�
4 V
Owner's /Agent's ignatu
Signature
5104 APPENDIX "F"
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, to provide the owner with this appendix and to explain to the owner the
content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern
the minimum requirements and standards of the industry for roofing system installations. Additionally,
the following items should be addressed as part of the agreement between the owner and the contractor.
The owner's initial in the adjacent box indicates that the item has been explained.
]. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as
pa of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
eons sled prior to removing the existing roof system)
3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
co tractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,
roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the
or; of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and
y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
e life expectancy and performance of the new roofing system. Ponding conditions may not be evident
original roofing system is removed. Ponding conditions should be corrected.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
v rloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this
• arge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow'
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. •It may be beneficial to consider additional venting which can result in extending the service
life of the . • f
/7 --v3 —co
Date Ctractor's
Signature
Ft.
Contractor's Name: C Q SE( ' \wyg Job Address: t�� .� , X1 S ti
❑ (Low Slope Application)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) 0 (Other)
ROOF TYPE
0 New Roof 0 Re roofing ❑ Recovering VRepair ❑ Maintenance
Flat Roof Area (ft Sloped Roof Area (ft 3 0 Total (ft Master Permit No.
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7-88 table 1):
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
\f'ISsL.L.Q.? LO ■A
Deck type:
AT TACHMENT
Fastener Type:
SPACING
Field:
Perimeter Corner.
DETAIL 1 & 2
*Includes Mortar and Adhesive Set Tile
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
ROOF CATEGORY
❑ (Nail -On Tile) rtar -Set Tile) *
Page -1
r
r
1 :
ROOF PLAN
4
RidgeventihSca?
1►F H T
Appendix. "E"
UNIFORM ROOFING PERMIT APPLICATION ;
PROCESS No.
Deck t 1 l.b a Cq •
� Underlaymen ��
Insnlationi N
ROOPSLCJ
DETAIL 3.
- SLOPED SYSTEM DESCRIPTION
Fastener type & spacing
Cap Sheet
Roof Covering:
Page -2
Drip edg
'r yPe 3:L
‘4‘
so *-
^C gc‘Lc.
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
t
TILE CALCULATIONS
(Pmaxl: x (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax2: x X (Aerodynamic Multiplier)' ) - M = Mrs= PCA:
(Pmax3: x X (Aerodynamic Multiplier): ) - M r = M PCA:
J
'PftIMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 1 13 ) 7 7 (6 ?( p e7 Tax Folio
Legal Description / — V + gal
U JGJ f Z
Owner/Lessee / Tenant ////4D 77 Master Permit # 7 7 a 7
Owner's Address Phone (3 95 7 ' 00 5 Q
KicoJet. l e5 Roofi 1A3 Address Ko'&\k SS# GPi\d
Contracting Co.
Qualifier
Q Q��/�6
State # Municipal # Competency # -1 3 0.J"0_ 13 Ins. Co. c3a5
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
�e WORK DESCRIPTION dr ( 1 6+ (n j — F 104 rocs- ; rep I c�ce_ v/ h c, e ki
Gt . J,( uP rocs s ys e
ov
Square Ft. - l � 0 r � Estimated Cost (value) 500.00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR LMPROVEMENTS 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.
O)NNER'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
Qonstruction and z ring Furthermore, I authorize the above -named contractor to do the work stated.
'\ (
/signature of owner and/or Condo President
xpires: MIRIAM S. :
'= MY COMMISS # cc 690888
wz � ,•• November 6
" 2001
� Bonded Thru Notary Pu6pc
IX Uodetw
m
N
My
FEES: PERMIT
APPROV
Zoning
Mechanical
So
RADON
Date
01
Historically Des Yes No X
Address
Address
Address
c 75q 1/
:-�
� �
X5 - 7'12.2
Signature of Contractor or Owner- Builder
,eYao 696 69- 0 /s - O
Notary as to ' ontra
My Co ssion Ex
Electrical
Date
BOND /D
TOTAL DUE 7!�
Structural Engineer
123.01-78 4/99
f
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: pookJ ou\k) eK Job Address: 107 Ni,Ec gb
' ROOF CATEGORY
i
' (Low Slope Application) El (Nail-On Tile) El (Mortar-Adhesive Set Tile)
E (Asphalt/Fiberglass Shingles) El ( Metal Roofs\Wood Shingles & Shakes) 0 (Other)
/ ROOF TYPE
El New Roof Re-roofing El Recovering 0 Repair DI Maintenance
Flat Roof Area (ft') qoa Sloped Roof Area (ft') 0 Total (ft Master Permit No.
Exposure category (per ASCE 7-88): Building Classification category (per ASCE 7-88 table 1):
Wood V.--t
ROOF HEIGHT AND SYSTEM DETAILS
0 ik 0 erNv details a needee A F m . t tx 6r .
al Cap sheci
A RE; THE TUT. board
G A ,s vENT 3 AV.:9 )(3 na.1 rher
pn
vcs Nr?
T,VnTr....N -
1 ‘14 11 1%"e r
ATTACHMENT
Fastener Type: 1 lArRin
1■1 66 I - 44
SPACING
Field: Perimeter: Corner:
DETAIL 1 & 2
ri p ROOF PLAN
Page-1
MEAN HEICHT
Deck type:
Underlaytuent:
•
Insulation:
e Ventilation h
Fastener type & spacing:
Cap Sheet:
it
12"
ROOF SLOP[
D E T A 1 L 3
Appendix "E
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
SLOPED SYSTEM DESCRIPTION
Roof Covering:
TILE CALCULATIONS
(Pmaxl: X X (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax2: X a, (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax3: X X, (Aerodynamic Multiplier): ) - M = M PCA:
Drip edge:
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Miami -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
APPENDIX "F'•
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it ro ertalnt to this appendix "F ". it is the responsibility tis Appendix and to explain contractor t1c owner the content or Guns provide the owner with the
form. The p pro roe permit, ermit, to provide the owner with pp govern all the n o r i;
or m orm visions of Chapter 34 of the South Florida Building Code l5f ) b
requirements and standards of the indust the o and l tlte o eontractor.so The o.hte� following
at in the
should be addressed as part of the agreement between
odj cent box indicates that the item has been explained. art 1 provisions of Chapter 34 Are the purpose rpose f
I. Aesthetics - Workmanship: The workmanship p erf th performance rpose f
providing that the ee) roofing
ins es :Par not ` cote ideration with s respect o t workmanship s prov ions. Aesthetic issues
Aesthe or o r r architectural issu poet of a zoning code. should be addressed as part of the
aaye ensc color
ern the ner s he contractor.
not pa
mailed
S' 2. Remitting Wood Decks: When replacing 29 of tgltetSFdC r d� k is usually tOnta d p� or w
in accordance with the current provisions of Chaps
rernov ing the existing roof system)
j c• 3. Common Roofs: Common roofs are those
building ls s c +t'ltll v con n On'b +co ^tract °� and/of
u n(i.e. townhouses, condorninirtrstsy ace.).
° a l er should notify the occupants of adjacent units of roofing work to be performed.
t' 4. Exposed ceilings: Exposed. open boom ceilings ore where the underside ance the o roof d n Con r:
towed from below, The owner may wish to maintain the architectural app
penetrations of Cie underside of the decking may trot bo acceptable. The SFBC provides the option of ntaintainit'e
thispppearanee.
— b� 65, pontling Water: The current roof system and /or deck of the building may not drain +veil end ma■
cause tooter to pond (accumulate) i a f ytt + rs of the roof. ral t:ngitteelc,i nn i1 shon s 1 r se lift
distress and may require the review o n D roto! o
expectancy and performance of the new roorttg systems. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be correeted.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is no.:
overloded front a o up wnter. Perimeter/edge l other
le s ore not pro ided t may necessary o n t
install overflow block
upper in accordance
overflow suppers (wall •) ,
with Chapter 23 of the SPEC.
Ventilation: Most roof structures should have some ability to vent natural airflow through the interic:
of the structural assembly (the building itself). The eNistittb amount of attic +entilatiort shall not be reduced. t:
may be beneficial to consider additional venting which can result in exiending situ service lift of the rant.
S0 39a.d
8. The owner may contact the Mianii•Dadc County Coitsunter Semites Department for f
infor tatiofl regardnrla the above.
■.ner's/A ent't Signature
O D H V Dale
0LAAIYaLuzt
Contruefor'a Sin ttu'c
ZZPEOLSIb6 SZ :ZO 666t /Et /0
v
PRODUCT CONTROL NOTICE OF ACCEPTANCE
G.A.F. Materials Corporation
1361 Alps Road
NVaync NJ 07470
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:00- 0331.1 S
Expires:1 1 /0. 1/2003
Approved: 06/29/2000
Internet mail address: postmaster @huildingcodeonline.com
MIAMI -DADE COUNTY,
METRO -DADE FLAGLER B
BUILDING CODE COMPLIANCE OBVICB
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130 -1363
(305) FAX (303) 373.390s
CONTRACTOR L(CENSL \C SECTION
(305) 375.2527 FAX (305) 3
CONTRACTOR LNFORCEMENT SECTION
(305)375._966 FAX (305) 375.2903
PRODUCT CONTROL DIVISION
(3051 375.2902 FAX (305) 372.6339
Your application for Product Approval of:
GPI F Conventional Built -Up Roof Systems for Wood Deck.
under Chapter 8 of the Code orMiami -Dade County governing the use ot'Altcrnate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami =Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
[f this product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements or the South Florida Buildin;
Code.
Chief Product Control Division
TIIIS IS THE CO\'ERSI[EET, SEE ADDITIONAL PAGES FOR SPECIFIC .AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
for Product : \ppro' ll lens been re' iC \ \' by the BCCO the Buildin2. Code
Product Re ,.‘.. Committee to be used in Dacie County, l iorida under the conditions set'forth above.
:r ancisco 10a
Quintana. R.A.
Director
1 of 32 Miami -Dade County
Building Code Compliance on*
Homepage: http : / /www.buildingcodeonline.com
1
GAF ■IATERIALS CORPORATION
4 ;
Cater orv:
Sub- Catezorv:
Deck Tv c:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions
GAF Asphalt
Concrete Primer
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion
GAF Premium
Fibered Aluminum
Roof Coating
GAF Jetbl; k All
Weather Plastic
Cement
RLBF:ROIDZ
Ce,ine; :t
�J
Jetblack Premium
Flashing Cement
GAFGLAS® 475
GAFGLAS f#30
Ultima Base Sheet
GAFGLAS Ply 6
Roofing
BUR
5, 55 gallons
5 gallons
I , 5 I,al Ions
I , 5 gallons
5 ,alto s
5 gallons
3 sq. roll
75 Ib. roll
2 Sq. Roll
70 lbs. /roI I
5 sq. roll
45 Ib. roll
ROOFING SYSTEM APPROVAL
Wood
-75 psf
See General Limitation #1
Test
Specification
ASTNI D 41
60 Ib. bags ASTM D 1863
ASTM
Acceptance No:
Product
Description
ASTM D 2824 Fibered aluminum coating.
3 of 31
ASTN1 D 4586 Asphalt flashing Cement
Approval Date: June 24_2
•
Expiration Date: November 04 2003
Asphalt concrete printer used to promote
adhesion of asphalt in built -up rooting.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shields® Granules shall be used
for flashing, applications only.
1227 Surface coating for smooth surfaced root's.
AST41 D 3019 Refined asphalt blended with a mineral
ASTNI D 3409 stabilizer and fibers. Permits adhesion to
wet and i,1..5.
ASTM D 4 5S6 Fiber
F•ash:n
ASTM D 4601 Asphalt impregnated and coated glass mat
base sheet.
ASTM D4601 Asphalt impregnated and coated, fiberglass
base sheet
ASTM D 2173 Type VI asphalt impregnated glass felt
with asphalt coating.
ran Zuloaga. RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
t
Product
GAFGLAS Flex
PIyTM 6
GAFGLAS Ply 4®
GAFGLAS®
Mineral Surfaced
Cap Sheet
GAFGLAS®
STRATAVENT®
Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT
Nailable
G.AFTE`1PE
Isotherm R
Tapered GAFTE`1P d
Isother: R
GAFTE`1P Isotherm
RA
Tapered GAFTEMP
Isotherm RA
GAFTEMP Isotherm
RN
Tapered GAFTEMP
Isotherm RN
Test Product
Dimensions Sp ecification Description
5 sq. roll ,
45 Ib. roll
5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
60 Ib. roll
various
69 Ib. roll
RUBEROID Modified 3 sq. roll
Base Sheet 67 lbs.
various
‘:Ir;ous
various
various
various
various
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 4897
D 3672
ASTM D 489 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 D4601, Premium glass fiber reinforced SBS-
Type 11, UL modified base sheet
Type G2 BUR
P.\ 110 Poly. isocvar.ura:e foam insulation.
PA 110 Tapered foam insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
3 of 32
Acceptance No: 00.0331.15
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bottom side with mineral
granules embedded in asphaltic coating '
with factory perforations.
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Frank Zuloaga, RRC
Roofing Product Control Examiner
•
•
GAF MATERIALS CORPORATION
Product
GAFTEMP®
Composite
Tapered GAFTEMP®
Composite
GAFTEMP®
Composite A
Tapered GAFTEMP®
Composite A
GAFTEMP®
Composite N
Tapered GAFTEMP®
Composite N
GAFTENIP®
Fiberboard
G.AFTE`IPE
Permali
.ie S
G.AFTEN1P Reco•.er
Board
G.AFTEN1PE
High Density
Fiberboard
GAFTITE® #I2
Standard
Roofing Fastener
GAFTITE® /114
Heavy Duty
Roofing Fastener
GAFTITE ASAP
Test
Dimensions Specification
various
various
various
various
various
various
various
various
I - thick
various
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
4 of 32
Product
Descri ption
Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite
insulation.
Tapered Polyisocyanurate foam insulation
with high density fiberboard or Permalite
perlite insulation.
Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite
insulation.
Tapered Polyisocyanurate foam insulation •
with high density fiberboard or Permalite
perlite insulation.
Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite
insulation.
Tapered Polyisocyanurate foam insulation
with high density fiberboard or Permalite
perlite insulation.
PA 1 I0 Fiberboard insulation.
PA 1 i0 Periite insulation board.
PA P elite rec..;',
PA 1 10 High density wood fiberboard insulation.
PA 1 14 Insulation fastener for steel and plywood
decks.
PA 114 Insulation fastener for steel, wood and
concrete decks.
PA 114 Pre - assembled GAFTITE Fasteners and
metal and pla
Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
t ,
Product
GAFTITE® Base
Sheet Fastener and
Plate
Galvalume Plates
NTB Fasteners
Polypropylene Plates
Ruberoid® 20
Ruberoid® Mop
Granule
RUBEROID MOP
Smooth
RUBEROIDB MOP
PLUS
RUBEROID MOP
1 70FR
RLBEROIDZ MOP
FR '
RUBEROID®
TORCH Smooth
RUBEROID®
TORCH Granule
RUBEROID®
TORCH PLUS
Test
Dimensions Specification
PA 114
3" and 3 %" PA 114
3" and 3 1/2"
1.5 sq. roll
95 lbs.
1 sq. roll
103 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs.
1 sq. roll
103 lbs.
1 sq. roll
105 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs.
% sq. roll
93 lbs.
ASTM D 5147
ASTM D 5147
AST\i D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
5 of 32
Base sheet fastening assembly.
Round galvalume stress plates.
PA 114 Round polypropylene stress plates.
Product
Description
PA, 114 Fastener for use in gypsum, tectum and
lightweight insulating concrete decks.
ASTM D 5147 SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
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 smooth
surfaced.
Non -woven polyster mat coated with
polymer modified asphalt and surfaced
with mineral Granules.
Non-Woven polyester mat coated with fire
retardant me: modified asphalt and
surfaced Wit!l .....feral granules.
Non - `'oven poly ester mat coated with fire
retardant polymer modified asphalt'and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen mem rane
surface
n Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 01i4j1I;
s
Product
RUBEROID®
TORCH FR
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID
ULTRACLAD® SBS
Vent Stacks (metal
and plastic)
GAF Aluminum
Emulsion
GAF Built -Lip
Roofing Asphalt
5 gallons
RUBEROID:; 109. Roll
ULTRACLAD SBS 101 lbs.
G. - \F Aluminum Roof 5 Gallons
Pain:
Test
Dimensions Specification
Product
Description
100 Ib. carons,
bulk
RUBEROID MOD 60 Ib. kegs
Asphalt
RUBEROID MOD 60 Ib. kegs
Asphalt L
RUBEROID MOD 60 Ib. kegs
Asphalt P
% sq. roll , ASTM D 5147 Heavy duty, polyester reinforced, coated
90 lbs. with fire retardant asphalt modified
bitumen membrane, granule surface.
1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with
92 lbs. polymer modified asphalt and surfaced
with mineral granules.
1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with fire
92 lbs. retardant polymer modified asphalt and
surfaced with mineral granules.
1 sq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer.
101 lbs. modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
PA l00(A) One way valve vent used to relieve built -
ASTM D 1929 up pressure within the roof system. GAF
ASTM D 635 Vent Stacks are available in metal or
plastic.
None Mineral colloidal bituminous emulsion
with reflective aluminum flakes
ASTM D 5147 Woven fiberglass mat coated with Polymer
modified asphalt surfaced with aluminum.
copper or stainless steel foil.
AST`1 D2324,
T:. pe 1
ASTM D312,
Types I, II, III
and IV
6 of 32
Non- fibe;ed. a;..,..:num air.: er.;ed, asphai;
roof cJatt:
Interply ino,:pin; and surfacing asphalt
SEBS modified asphalt
SEBS modified asphalt
SEBS modified asphalt
Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
f
Product
GAFTEMP
Composite A
GAFTEMP Tapered
Composite A
GAFTEMP
Composite N
GAFTEMP Tapered Various
Composite N
GAFTEMP Tapered Various
Isotherm R
GAFTEMP Tapered Various
isotherm RA
GAFTEMP Tapered
Isotherm RN
GAFTEMP
GAFCANTTM
GAFTEMP
GAFEDGETh'
Tapered Edge Strip
GAF ; E`IP
PER \
Iap,red Roof
hlsulation
Various
Various
Various
Various
Various
Various
Various
GAFTEMP Recover 1/2" thick,
Board Various sizes
Shingle- MateT"
Underlayment
GAFTITE® ASAP
Test
Dimensions Specification
4 sq. roll
30 lbs.
PA 110
Polyisocyanurate /wood fiberboard
composite
PA 110 Tapered Polyisocyanurate/wood fiberboard
composite
PA 110 Polyisocyanuratc/wood fiberboard
composite
PA 110 Tapered Polyisocyanurate /wood fiberboard
composite
PA 110 Tapered polyisocyanurate foam
PA 110 Tapered polyisocyanurate foam
Tapered polyisocyanurate foam
Cut perlite board
Tapered perlite board
PA 1 10 Tapered der...
PA 110 Perlite board
7of31
Product
Description
Fiberglass reinforced shingle
underlayment
Acceptance No: 00
500 per box PA 114 Pre - assembled fastener and metal and
plastic plates
ran Zuloaga, RRC
Roofing Product Control Examiner
4•."' ..
•
GAF MATERIALS CORPORATION Acceptance No:
P 00 .033t.ts
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Dimensions Specification Description
Pyrox
ACFoam 1
ACFoam 11
Hy -Therm Nail -line
Hy -Therm SP
Hy -Therm AP
Hy -Therm Stable R
PI \ White
Line
Dekfast Fasteners
=14
Dekfast Hex Plate
various PA 110 Polyisocyanurate foam
insulation
various
various
various
various PA 110 .Polyisocyanurate foam
insulation.
various
various
various
2 7/8" x
3 1/4"
Dekfast Lock Plate 3" x 3 1/4" PA 114
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
A.,.hor.con..1 PA .. Insulation
assembly
PA 114 Insulation fastener for steel
and concrete decks
PA 114 Galvalume hex stress plate.
8of32
• Manufacturer
Apache Products Co.
(with current PCA)
Atlas Energy
Products
(with current PCA)
Atlas Energy
Products
(with current PCA)..
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
:,w1:11 current PCA)
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Polypropylene locking plate. Construction
Fasteners Inc.
• (with current PCA)
u oaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
Test
Product Dimensions Specification
Dekfast Fasteners
#14
Dekfast Fasteners
#I2
ISO 95+ Composite
Asphalt
Asphalt Primer
EPS various
High Density Wood various
Fiberboard
Pelite.'tJrethane various
Comp )s:te
Perli Insulation
Pol .:; 1 lene
.
Roofing as
Tin Caps
MB aluminum roof
coating
Dens -Deck
various
4 mil min.
various
Minimum n
12
Min. 32 ga. x
1 5 /8 ,
various
ASTM D 41 Asphalt Primer
9oIP
Product
Description
,PA 114 insulation fasteners for
concrete decks
PA 114 Insulation fastener for steel
and wood decks.
PA 110 Polyisocyanurate / perlite
ridged insulation
ASTM D 312 Type III or IV Hot asphlat
bitumin adhesive
PA 110
PA 110
PA 110
PA 110 Perlite insulation board
Vapor barrier / ,A c ...,.
Extruded polystyrene
insulation
Wood fiber insulation board
Perlite / urethane composite
board insulation
Rosin paper for bar::::
on wood decks
PA 114 Corrosion resistant annular
ring shank nails
Corrosion resistant circular
discs.
PA 121 Aluminum roof coating
PA 110 Gypsum insulation board.
Acceptance No: 00- 0331.13
Manufacturer
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Firestone
(with current PCA)
generic
generic
generic
generic
generic
generic
generi:
Oeneri:.
generic
generic
Grundy Industries
(with current PCA)
Georgia Pacific
(with curre ' CA
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
9,
Product
# 12 Roofgrip
#14 Roofgrip
Gripdek Fastener
Hexcel Fastener
Hextra
Standard Plastic
Plate
ISO 95+
E'NRG'Y -2
ISORoc
Olympic Standard
Olympic Fastener
::I4
Olympic
Polypropylene
Test
Dimensions Specification
3" round
various
various
various
3" round
Product
Description
PA 114 Insulation fastener for steel
or wood decks
PA 114 Insulation fastener steel,
wood or concrete decks
PA 114 Insulation fastener
PA 114 Insulation fastener
PA 114 Insulation fastener and metal
or plastic plate
PA 114 Polyolefin plastic plate
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110
Polyisocyanurate foam
rockwool composite
insulation
PA 1 i- 3' round ealva!ume
.A755 steei plate
PA 114 Insulation fastener
3.25" round PA 114 Polypropylene
plastic plate
10 of 32
Acceptance No: 00:0331,1i
Manufacturer
ITW Buildex
• (with current PCA)
ITW Buildex
(with current PCA)
1TW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA) •
ITW Buildex
(with current PCA)
Firestone
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
Olympic
'lanulacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
f
t..AF hiATEREALS CORPORATION
Test
Product Dimensions Specification
Olympic Fastener
#12
Olympic Fastener
ASAP
Olympic CR Base
Felt Fastener and
Base Sheet Disc
GlasFast Fastener
Paroc Base Board various
Paroc Cap Board various
Multi -tax various
`lu!ti -`tax FA various
L ,:raGardl various
Insul -Fixx Fastener
Insul -Fixx P 3" round
Rawl Fasteners
#12
PA 114 Insulation fastener
PA 114 Pre - assembled Insulation
fastener and plate
PA 114
Insulation fastener assembly
for Base Sheet fastening
only
PA 1 14 Insulation fastener assembly Owens- Corning
with recessed plastic plate Fiberglas Corp.
(with current PCA)
PA 1 10 Rockwool insulation Partek, Inc.
(with current PCA)
PA 1 10 Rockwool insulation Partek, Inc.
PA 1 10 Polyisocyanurate foam Rmax, Inc.
insulation (with current PCA)
PA 1 !0 Polyisocvanurat•_ :oa;n Rmax, Inc.
insulation (with current PCA)
PA ! .0 Pol; isoc\anura:..
insulation
PA 114 Insulation fastener for steel SFS /Stadler
and wood decks (with current PCA)
PA 114 3" round polyethylene stress SFS /Stadler
plate
PA 114 Insulation fastener for steel
and wood decks
11 of 32
Acceptance No: 00.0331.15
Product
Description Manufacturer
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic 2
Manufacturing
Group, Inc.
(with current PCA)'
(with current PCA)
Schuller
International Inc.
(with current PCA)
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
Product
Rawl Fasteners
#14
Rawl 2" Plate
Rawl 3" Plate
Rawlite 3" Plate
Super Prep II
Tru -Fast DL
Tru -Fast Plastic
Plate
Tru -Fast MP -3
Thi-F2st HD
Tru -Fast Ultra
Tru -Fast DP
Tru -Fast TP
Structodeck
•
Test
Dimensions Specification
2" round
3" round
3" round
3.04" round
3.23" round
various
PA 1 I4
PA 114
PA 114
PA 114
PA 121
PA 114
PA 114
PA 114
PA I!.
PA 114
PA 114
PA 114
PA 110
13 of 32
Product
Description
Insulation fastener for use la, The Rawlplug
steel, wood or concrete • Company Inc.
(with current PCA)
2" round galvalume AZ55
membrane plate
3" round galvalume AZ55
steel plate
3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
Roof coating
Insulation fastener for steel,
or wood
3.04" round polyethylene
plastic plate
3.23" round galvalume
AZ50 steel plate
1: sulation :as.er.e;
i 'good, steel o-
decks
Stainless Steel fastener for
use in steel, wood and
concrete decks
High density wood fiber
Acceptance No: 00. 033 1.13
Manufacturer
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug .
Company Inc.
(with current PCA)
Thermo - Materials,
Inc.
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
('..lth current PCA)
Tru -Fast
(with current PCA)
Insulation fastener for use in Tru -Fast
steel or wood decks (with current PCA)
Insulation fastener for use in Tru -Fast
steel or wood decks (with current PCA)
Wood Fiber
ndu
'th cu cnt PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
to
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Factory Mutual Research FMRC 1996
Corporation
Factory Mutual Research J.I. I V8A4.AM1
Corporation
Factory Mutual Research 1.1. 2B8A4.AM
Corporation J.I. 3B9QI.AM
1.1. ODOA8.AM
Factory Mutual Research J.I. ODIA8.AM
Corporation 1.1. OY9Q5.AM
Factory Mutual Research J.I. 3X3A2.AM
Corporation
Factory Mutual Research J.I. 0Y9Q5.AM
Corporation
Underwriters
Laboratories, Inc.
R1306, 87NK11819
Dynatech Engineering 4'3600.02.95 - l
Corporation
Dynatech En,ineering »4482.02.95 -1
Corps tion
13 of 32
Dcscrintion ..
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 44704
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Fire Resistancc Classification
UL 790 - PA 114
Wind Uplift
PA 114
Wind Uplir!
PA 1 ;
Acceptance No: 00- 0331.15
Date
01.01.96
06.28.93
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
08.02.94
07.29.94
01.01.93
02.02.95
02.02.95
Frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
' Systems
Deck Type 11: Wood, Insulated, New Construction or Reroof
Deck Description: 19 / 72 " or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Insulation Fastener Fastening g Fasteners Fastener
Type Detail No. Per Board Density
One or more layers of any of the following insulations.
Approved Type(s): ACFoam - E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus,
GAFTEMP Isotherm RA, GAFTEMP Isotherm ILN, GAFTEMP Composite, GAFTEMP
Composite A, GAFTEMP Composite N
Minimum: l" x 3' x 4' N/A N/A N/A
N/A
Approved Type(s): ISORoc, GAFTEMP® Tapered
Minimum: I "x4'x4' N/A N/A
N/A N/A
Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP
RccoverBoard
Minimum: %" x 4' x 4' N/A N/A N/A
N/A
Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard
Minimum: V:" x 2' x 4' N/A N/A
N /A N/A
Approved Type(s): Paroc
Minimum: ' / "x4'x4'N/A
14 of 32
N/A
Approved Type(s): Fiberglas
Minimum: 15 /16" x 4' x 4' N/A N/A
Approved Type(s): Pcrmalitc Tapered Roof Insulation
Minimum: '/. " x 2' x 4' N/A N/A
•
Acceptance No: 00.0331 is
'A N/A
: \ppro'. ed Mf e(s): Perlite, G.AF FEMP® Permalite , Pcrmalite Tapered
Minirnu:n:':i" x „ x.1' ,7'\ N/A
`% N;A
Minimt:rn
(tor Tapered) '''A” x 2' x4' N/A N/A
N/A N/A
N/A N/A
N/A N/A
Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP
Composite Tapercd, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered
Minimum: ''' /" x 4' x 4' N/A N/A N/A N/A
Frank Zuloaga, RRC
Roofing Product Control Examiner
I ,
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.IS
Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt
within the EVT range and at a rate of 20-40 IbsJs Please refer to Metro-Dade County Roofing
Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only
shall be used only as base layers with a second layer of approved top layer insulation installed as
the final membrane substrate. Composite insulation panels may be used as a to layer placed with
the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT®
perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all
isocyanurate applications.
Anchor sheet: GAFGLAS® Ply 4 ®, Ply 6 ®, GAFGLAS Flex Ply' 6, #75 Base Sheet, GAFGLAS #80
Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or
RUBERO[D® 20 base sheet applied to the deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the
field. Base sheet shall serve as anchor sheet for attachment of insulation
Base Sheet: (Optional) Install one ply of GAFGLAS ® #75, GAFGLAS #80 UItimaTM Ultra Base
Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet
directly over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4).
Ply Sheet: One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS
Flex Ply 6 sheet adhered in a ftill mopping of approved asphalt applied within the EVT
range and at a rate of 20 -40 lbs. /sq..
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbs. /sq..
Surfacing: (Required if no cap sheet is used) Install one oldie following:
1. GAF Special Roofing Bitumen with an application rate or 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER CO: \T 3 Emulsion with an
application rate of 3 gal. /sq.; or GAF Premium Fibcrcd Aluminum Roof Coating with an
application rate of 1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with
an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
Maximum Design
Pressure:
-45 psf (See General Limitation #7)
Maximum Fire
Classification: See General Limitation #l.
Maximum Slope: See General Limitation #1.
Specification No.: I- B -5 -M, I- B- 5- M/P6,1- B -5 -G, 1- B- 5 -0/P6, 1- B -5 -C, I- B- 5 -C /P6, I- 0 -5 -M, 1- 0- 5 -M /P6 I-
B-4-M, [- B- 4 -M /P6, 1- 0 -4 -M, I- 0- 4 -M /P6, I- B -4 -G, (- B- 4 -G /P6, I- 0 -4 -G, I- 0- 4- G - /P6, 1-
0-4-C, I- 0- 4 -C /P6, I- B -4 -C, I- B- 4 -C /P6,
I- B -3 -M, I- B -3 -G, 1- B -3 -C, I- 0 -3 -M, 1- 0 -3 -G, I -0 -3 -C
15 of 32
Roofing Product Control Examiner
GAF 'IATE . LS CORPORATION Acceptance Nu: fiaMa
Wood Deck System Limitations:
I A slip sheet is required with Ply 4® Flex Ply's 6 and Ply 60 when used as a mechanically
fastened base or anchor sheet.
2. '/_ Type X gypsum board is acceptable to be installed directly over the wood deck..
30 of 32
Frank Zuloaga. RRC
Rooting Product Control Examiner
C
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
•
GENERAL LIMITATIONS:
Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials
Directory for fire ratings of this product.
3 insulation may be applied in multiple layers. The first layer shall be attached in compliance %vith
Product Control Approval guidelines. All other layers shall be adhered in a bill mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer.
3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum. •.
4 An overlay and /or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. It' 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 sidetap and one down the center or the sheet
allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" beak
shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either'
system shall be at a minimum rate or 12 lbs. /sq. Note: Spot attached systems shall be limited
to a maximum design pressure of - psf.
5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value
of 275 Ibf., as tested in compliance with TAS 105. If the fastener value. as tield- tested, is below
275 Ibr - ., insulation attachment shall not be acceptable.
6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction %vith the maximum design value listed
within the specific system. Should the fastener resistance be less than that required, as determined
by the Building Official, a revised fastener spacing, prepared. si_,ned and sealed by a Florida
Registered Engineer or Architect may be submitted. Said revised f :tstener spacing utilize the
withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in
compliance Nvith Miami -Dade Rooting Application Standard RAS 117.
Per;.me:er and corner areas shall comply with the enhanced uplift pressure of these areas. as
cal in compliance with Chapter 23 of the South Florida Buildinu Code. Fastener densities
sl ::1 bc ir.cr.ase for both insulation and base sheet as needed ,;,;maliance with
N':..t: -Da ie Roofing ,Application Standard TAS 1 1 7. (When this is specifcally
: rct'rell Within this NOA, General Limitation 49 will not he aplilicahle.l
',::.';:ac! :i :t:, t and sizing of perimeter milers. metal protile, and'or _ desi_ns
shall contorn with ;Miami -Dade County Rootin` Application Standard i \S :. , :md the '' ind load
requirements of Chapter 23 of the South Florida Building Code.
9 The maximum designed pressure limitation listed shall be applicable to all root pressure zones (i.e.
field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this
limitation is specifically referred within this NOA, Gcncral Limitation #7 will not bc
applicable.)
31 or
Frank Zuloaga, RRC
Rooting Product Control Examiner
CAF MATERIALS CORPORATION
•
T C 1 F ACCEPTANCE STAND . RD CONDITIONS
9 This Acceptance contains pages I through 32.
END OF THIS ACCEPTANCE
32 of 32
Acceptance No: 00.0331.1i T .
1 .Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documentation, including test supporting data, engineering
documents, are no older than eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4 Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6 The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature ! ar. potion of the
Not :ce or Acceptance is displayed, then it shall be done in its entirety.
A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all times. The copies need not be resealed by the engineer.
8 Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
Frank Zuloaga, RRC
Roofing Product Control Examiner
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) Continued
and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a
suitable alternate for isocyanurate board in the following Class A, B or C
systems.
"GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and
" GAFTEMP Composite A" may be substituted for any isocyanurate insulation
in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt
Felt Systems with Hot Roofing Asphalt".
GAFGLAS #80 Premium Base Sheet may be used in any of the following
systems.
" GAFglas Flex PIy 6" is a suitable alternate to "GAFglas Ply 6 ".
" GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS PIy 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
O Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or
"GAFGLAS PIy 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, 2 in.
max.
Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
1. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
i Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
eet ".
' Deck: NC Incline: 3
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet".
Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet".
• • Deck C -15/32 Incline: 2
l aSUlation: One or more layers perlite, glass fiber, isocyanurate, ure-
cnane, perlite / isocyanurate composite, perlite/ urethane composite, phe-
n olic, 1.0 in. min (offset from plywood joints 6 in.).
!Ilse Sheet: One or more layers of Type Gl, G2 or G3.
M embrane: On or more layers of "Ruberoid Torch" (smooth or
Ule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
R J (1 e) or "Ruberoid Mop Plus" (granule).
p Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
C -15/32 Incline: 2
2001 ROOFING MATERIALS & SYSTEMS DIRECTORY
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 173
Roofing Systems (TGFU)— Continued
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type Gl.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class B
1. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
PIy Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
2. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 Ibs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
Ply Sheet Three or more layers of Type G1 "GAFGLAS PIy 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq.
2. Deck NC Incline: 1
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
3. Deck NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2-
Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite,
wood fiber and glass fiber, any thickness, mechanically fastened.
Date
Legal Description
/ Tenant
FEES: PERMIT
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address
Historically Designated: Yes No
Master Permit # ' 99 0 I
Phone 3QS)
Owners Address S4 77 /ZJL 4 b ,c7 2
Contracting Co. K)J- ROCP
�
Qualifier P■JLI 1'6,vvcd
State # Municipal #
Architect/Engineer Addmss
Bonding Company Address
Address
Mortgagor
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING) PA
WORK DESCRIPTION ea ' ; 1 n ro r I a �' e w l
Signature of owner and/or Condo President
otary as to Owner and/or Condo President
My Commission Expires: r"
r.
r d 7 7 /VE 9L .st Tax Folio
�l 44 07 y CO B 0 L1UL
L 9ar\d, t
Phone(305) 79/0;e),
Competenc # 6 13139MAns. Co. 4eG{-j e)~'
SS#
Address
tkl 1- 1 I e6 -eke (x c Mors i e Pao 11 conCr —1-1 lc e
Square Ft. 5 o oQ Estimated Cost (value) -11 1 / 000,00
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 pennit 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.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
strction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Date
MIRIAM S. BOWIE
MY COMMISSION 0 CC 690080
DOMES: November 0, 2001
s Bonded Nu Notary pubic t
l ,
RADON
C.C.F.
Signature of
Notary
My CJ1
o Contrac
ssion Exp
/ / (j
( NOTARY
FENCE SIGN
co I or+h
�i
or Owner- Build:, ja Date
ontra
es: GIADYS ViLLAP.
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC7143 _O3
MY • MNISS1ON EXP. MAC
BOND 30
_ /S=
Date
APPROVED: TOTAL DUES_ v �i
Zoning Building Electrical
Mechanical Plumbing
Structural Engineer
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
STATE OF FLORIDA
COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Conunencement:
2. Description of improvement:
3. Owner s) name an
/ -7
Name and address:
Amount of bond: $
6. Lender's name and address:
Name and address:
Narne and address:
Legal description of property and street address:
Notary Public
Print Notary's Name
My Commission Expires:
address:
Imo"
/077 ,v
e -rte
By
TAX FOLIO NO.
v,TNESS my h. n
HARVEY RUVIN,
gnature of Owner
Print Owner's Name H Bo-ui V%Q--
Sworn to and subscribed before me this /, day ofiyi�67 20 0
ICK
0 1R4•45020 2001 RUG 15 15 :28
M
ore
Interest in property:
Name and address of fee simple titleholder:
o. a.1eg Li 55 NE cppj. 5
4. C tractor's na nd address:
M ,bnore S '331 �_�
F ORtpA, CO'J�� O 0
5. Surety: (Payment bond required by owner from e iic�r rl' 9r�y�)
I HEREBY CEk t that ;:his ,s a tn' ' r.: '+ t
if
prsg■nat ludo H
thi c a��8 ce o _� - —
1,. � —
• • ltaciel S„cl.
of Circuit cr;c Ccur ' Cou.ric
•
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:
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) 7., Florida Statutes.
Expiration date of this tice of Commencement (the expiration date is 1 year from the date of recording
s a different date in speci ed)
Prepared by: povikl VC\AAA1
1VE qan i- - f -
Address:
i
PERMIT NO.
-
ADDRESS: -
MIAMI SHORES
BUILDING / ZON
VILLAGE
NG DEPARTMENT'
SECTION
BY
DATE
ZONING
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Subject to compliance with ell Federal, State.
Coca ty.YIltage rules and mutations. Wage assumes
no responsibility for accuracy oftor resutts traca
these plans.
2. This copy. of plans must be suitable on
buHding site or no Impaction wtfl be condccted.
JOB ADDRESS /i; / / v g q 59-
APPLICANT
PHONE f#
APPUCATION f#
SHEET OF
MISCELLANEOUS
CRITIQUE SHEET
DATE COMMENTS
INITIALS
Contractor's Name:
Job Address:
fisE0
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile) Mortar-Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof VRe ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft') 0 Sloped Roof Area (ft') �� 0 " Total (ft') 80 Master Permit No.
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1):
Pik
Ft.
Ft.
A
n
Y
Deck type:
Field:
u
ROOT SLOPE
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
ATTACHMENT
Fastener Type:
I I SPACING
Perimeter: Corner:
DETAIL 1 &k
4
6L.c '.iS
GAS
YES 0 '
`11'YItl- NATURAL " . a.,rr-L°
ROO( PLAN
g
123.01 -78 5/00. •
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Page -1
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ride e i 'on?
Deck type:
MEAN HEIGHT
1x6 V -moo+
Underlayment:
SLOPED SYSTEM DESCRIPTION
•` 3
Insulation:
12"
ROOF SLOPE
D E T A I L 3
Fastener type & spacing:
1 %4'' �ih 361 r ( b c i l° l
� pp �� owe -o„
Cap Sheet: 1 0
Roof Covering: },,li,,,� -. .
1 'v'uJ l•
Drip edge:
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Miami -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
Po I y rext4v1
(Pmax1: L4 61 I x a (Aerodynamic Multiplier): ) - Ni/g5) = M: PCA: b5 6 e71 !
(Pmax2: My a (Aerodynamic Multiplier): .2 1 ) - M:���" = M PCA: 6 L5
(Pmax3: d 6 5x ? (Aerodynamic Multiplier): % ° 2:9 ) - M 5 — Mr3' 196 PCA: 5
TILE CALCULATIONS
Page -2
5104 APPENDIX "F"
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, to provide the owner with this appendix and to explain to the owner the
content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern
the minimum requirements and standards of the industry for roofing system installations. Additionally,
the following items should be addressed as part of the agreement between the owner and The contractor.
The owner's initial in the adjacent box indicates that the item has been explained:
133 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not p consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are not part of a zoning code,.should be addressed as
part of the agreement between the owner and the contractor.
•1; 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be .
renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
concealed prior to removing the existing roof system)
• 1 J 3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,
roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the
option of maintaining this appearance.
5. Ponding Water: The current roof system and /or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
f , B 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with Chapter 23 of the SFBC.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. It may be beneficial to consider additional venting which can result in extending the service
life of the roof.
c51101_1
Owner's /Ag• nt's Signature Date
Signature
Contractor's
Signature
Moller Ll[cIllo LLC
135 NW2OSt.
Boca Raton, Florida 3343
Your application for Product Approval of:
bloater Life(Ue LLC V111a, Capri, & Rol Tiles Types
undo Cllaplar 8 of the Miami -Dario County Coda governing ltcalcu{aMo11s aterials
by:
otConstruction, and completely described in the p specifications arrcl
R dland Technologies, The Center for Applied Eugiucering, inc., and Professional Service
lad asides
has been recommended for acccptanco by the Building Coda m 2-14 and the standard to bo used in
c CDs e
County, Florida under the specific conditions sct forth on pages
pug4 15.
This approval shall not bc valid after the expiration date stated any below. he at JO di nc o o de Co mp l ian e
Office reserves tho right 10 secure this product or material a .
plant for quality control testing. If this product or material fails cop perform riii in he approvedt wa the ial
Building Code Compliance Office may revoke, modify, or sus)
is
immediately. The building Codc Compliance Office reserves she right to rc' ke approval
alrc f
determined by the Building Codc Compliance Office that t 1 product
requirements of tho South Florida Building Codc.
The expanse of such testing will bc incurred by the manufacturer.
ACCEPTANCE NO.: 7- 24. G
EXPIRES: 011.Egi
AlTROVjD:
i O
Internal math address: poatmaeter @bultdtnaeodeonllne.com
1)
Revises: 25:0242E
• 2A-2322
5- 31 G. A
me 1 rivM ETRO DADS FI AGLER UUIIDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE F1AGIfrFI UUILViN0
140 WEST FtAG�R STREET. It)A 33130.1
N (305) 375 -2901
FAX (305) 375-200a
PRODUCT CONTROL DIVISION
(3U5) 375 -2002
FAX (305) 372. -033!
aul Rodriguez
l'roduct Control Supervisor
IFE.• S VD T I NA PAGES FOR S 'E 11 1__ AND C
A I , 1Z CONU T ONS
This application for Product Approval has been reviewed by the Miami Dade County Building Cudc
Compliance Office and approval by the Building Codc Committee to be used in Dadc County, Florida
under the conditions sct forth above.
Charles Da nger, P.C.
Director
building Codc Compliance Dept.
Miami -Dadc County
t{omopayo :' htlp :llwww.buildingeudouadlao.cutu
- MONIER LUfl TLLE LLC
.1'rrot) $t
Monier Lifctilo
LLC Villa & Roll
Monier Llfeitlic
LLC Capri Tilo
Trim Pieces
pro dttct
Rainproof II
Ica and Watcr
Shield
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LADELED JJY APPLICANT
J)iu ci1310113
lei 161/2"
wr 13"
'A" thick
L r, 17"
W= 12 "
'h" thick
1 F. varies
w .. varics
varying
thickness
Pi fl C11S10!AS
30" x 75' roll
36 "x75'roll
or
60 "x75'roll
36" x 75' roll
Tut
Slteclkcnlions
PA 112
PA 112
PA112 •
TIRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED 13Y APPLICANT
Test
.5iicclficati0n'.4
PA 104
I'A 103
Page 2 of 15
Product Control No.: % / -I A a-r. y u
Low profile, intcrlocking, high
pressure cxtrudcd cuncrctc roof tile
cquippcd with onc. bole and
double roll ribs. For direct deck or
battened nail -on, mortar or
adlicsivc sct applications.
Low profile, intcrlocking, high
pressure extruded cuncrctc roof tits
equipped with one nail hole and
double roll ribs. For direct dcck ur
battened nail -on, mortar or
adlicsivc sct applications.
Accessory trim, cuncrctc roof
pieces for use at hips, rakes, ridges
and valley terminations.
Manufactured for each tilt profile.
1'ruduc1
pcscriptiuri I Iaitufrrct 1rev
Single ply. nail -on
underlayincnl with
2" self - adhering top
edge.
Self-adhering
undcrtayntent
Product
Dcscripliou
1'rotcct- O- Wrap.
lru:.
(with currcut NOA)
W.R. Grace Cu.
(with current NOA)
Crank Zutoaga,
Roofing 1'rbduct Control Examiner
.... . c MONT= L F f LE LLC
Divsjsil
Wood Battens
Tito Nails
Tito Screws
Roof*filo Mortar
( "TilOTttCTM ")
lu rision4
Vertical Wood Preservers Salt pressure
Min. 1 "x 4" lnstitutc LP — 2 treated or dccay
ilst.th9RLai
resistant lumber
Mln. 1 "x 4" for use
vattctts
with vertical battens
Or
Min. I "x 2" for use
alone
Min. 8d x 2 'A or PA 114 Appendix C Corrosion resistan generic
nun. 10dx 3" scrcw or smooth
shank nails
pax 2'/i' long 1'A 114 Appendix E Corrosion resistant,
gcltcric
coated, square
0.335 " dia. Jriva, galva,liacd,
0.13 I" shank dia. coarse thread wood
0.115" screw lltrcad screws
• dia.
N/A 1'A 123
Roof Tilo Mortar N/A PA 123
( "Quikrctc® Roof
Tile Mortar
111140"
Roof Tile Mortar
( "DONSAL®
Roof Tito Mortar
Mix ")
Roof Tile
Adhcsivo
( "1 olypro®
A1(160 ")
I lurrlcano Clip &
Fastcacrs
N/A 1'A 123
•
N/A Scc PCA
Clips
Min. Y" width
Mitt. 0.060" thick
Clip hnslcncrs
Mitt. 8d x 1
Test Product
rccit'cnt' rr Mg/dation
rase 3 of 15
1'rOuuc a.u,a. .•
Prcparcd mortar
mix dcsigncd for
mortar scl roof tilt
applications.
Prcparcd mortar
mix dcsigucd for
mortar sct roof tilt
applications.
Prcparcd mortar
mix dcsigncd for
mortar set roof tilt
applications.
Mattufa�turcr
generic
Ucrmuda pouf
Company, Inc. with
current l'CA
Quikrcte
Construction
Products with
Current PCA
W. R. 13onsal Cu.
wills current I'CA
Two component 1'otyfoartt Products.
polyurcthunc .
adhesive dcsigncd 1'CA 1194. U4U 1 .0 1
for adhesive set
roof tilt
a pplications.
1A 114 ► Appendix E Corrosion resistant Gcncric
clips with corrosion
resistant nails.
1oaga, rRe— —"---
Roofing Product Control Examiner
. .........._. y- dc�.�1s�.1Y,bts. delve# mar ... ..•8•40 4 •414e 1 +..••••1•••wM -----
' MONIER LlitWETILE LLC
MIA
Redland Technologies
Redland Tcclutologics
The Center for Applied
Engineering, Inc.
Tito Ccntcr for Applied
Engineering, Inc. •
The Center for Applied
Engineering, Inc.
ThoCcoter for Applicd
Engineering, Inc•
The Ccntcr for Applied
Engineering, Inc.
Tito Ceutcr for Applied
E•nginccring, Inc.
The Ccntcr for Applied
Engineering, Inc.
EVIDENCE SUBMITTED
Test tticnlifcr
7161 -03
Appcndix 111
7161 -03
Appcndix 111
94.081
94 -06013
25- 7094 -1
25- 7094.
25 7094 - 4
25.7183 -
•
25- 7183 -
, ..�.i' , : , .- •- - -=.�s _ t+0••1111w..,
Product Control Nu.:
Pagc 4 of 15
Test Name/Rent/ft
Static Uplift Testing
1'A :02
Static Uplift Testing
PA' 102(A)
Static Uplift Testing
- 1'A 101
(Mortar Scl)
Static Uplift Testing
PA 101
(Adhesive Sct)
Static Uplift Tcsting
1'n 102
(4" Ilcadlap, Nails, Direct
Dcck, New Construction)
Static Uplift 'Testing
PA 102
(4" 1-Icadlap, Nails,
Ualtc.ts)
Static Uplift Tcstiu'g
I'A 102
(4" l-Icadlap, Nails, Direct
Dcck, Rccovcr /Rcroof)
Static Uplift Testing
1'A 102
(2 Quik -Drive Screws,
Direct Dcck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws,
Uattcns)
Dale
Dec. 1991
Dcc. 1991
May 1994
Ocl. 1994
Oct. 1994
Oct. 1994
Fcb. 1995
Fcb. 1995
March, 1994
rat Luloaga, RRC
Roofing Product Control C„ tat1ti11Cr
• •MON1LR LIFETILE LLC
qAeeucy
Tito Center for Applied
Engineering, Inc.
Redland Tcchnologics
Rcdland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Teat Identifier'
25- 7214 -2
Tho Center for Applied 25- 7214 -6
Engineering, Inc.
7161 -03
Appendix 11
Letter Dated Aug. 1,
1994
l'0631 I
1'0402
Project No. 307025
Test IIMDC -76
224 -47099
•
Page S of 15
rwuu......,.•.
Test nnie/ eport RAW
Static Uplift Testing
PA 102
(1 Quik -Drivc Screw,
Direct Deck)
Static Uplift Testing
i'A 102
(1 Quik -Drivc Screw.
Battens)
Wind Tunnel Testing
1'A 108
(Nail -On)
Wind Tunnel Testing
PA 108
. (Nail -Oil)
Wind Tuancl Testing
1'A 108
(Mortar Set)
Withdrawal Resistance
Testing of screw vs.
smooth shank nails
Wind Driven [fain
1'A 100
Physical Properties
I'A 112
March, 1995
March, 1995
Dcc. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Scpt. 1994
s ki
oaga, 1
Roofing Product Control Examiner
02 -p1/00
TUC 12:,00 FAX 581 338 5391
MONIER LIV$ TILE LLC
Profile
Monier Lifetle Villa, Roll, and
Capri Tile
)IONIER LIMILB
Application
Mortar Sot'
6
i ++ A 1I C FT LAUD)
ACCEPTANCE N )_ 994011.0'2
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
NQTICE OF ACCEPTANCE; STANDARD CONDITIONS
r✓ Table 4: Attachment Resistance Expressed as a Moment M, (t -Ibf) 1
for Two Patty Adhesive Set Systems
r Tile Tile Application Minimum Attachment
Profile resistance
'Monier Lifetile Villa, Roll. and Adhesive 2 •
' Capri Tile. _
2 See manufactures component approval for Installation requirements. _ - ____I ,
3 Flexible Products Company "rile8ond Average weight per patty 1 1A grams.
l Po(yfoarn Product. Inc. Average weight per patty 8 grams.
Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) 1
for Single Patty Adhesive Set Systems
Tile Tile Application
Minimum Attachment
Profile i - - Resistance
Monier Lifetile Villa. Roll, Polytoam PolyProT" 80.61'
and Capri Tile Polyfoam PoIyPrOTM 45.5' _
4 Lar'o paddy placement of 54erams of PolyProm. i
5 Medium paddy placement of 24yrams of PatyPro• J
1
Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
for Mortar Set Systems
Tile Tile Att.ichn%ent
•
Re:istance
20 60
5. LABELING
All tiles shall bear tha imprint or identifiable marking of the manufacturer's name or lotto.
or Following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following
6.1.1 This Notice of Acceptance.
6.1.2 Arty other documents required by the Building Official or the South Florida
Building Code (SFBC) in order to properly evaluate the installation of this system
uloasa, RRC
Roofing Product Cont-ol Examiner
la00i
MONIER x lsr»,TIL,li. LLC
SYSTEMS
(CONTINUED)
Deck Typo: Wood, Non - insulated
Deck Description: Now construction 19/2" or greater plywood or wood plank.
SYSTEM 1.); Direct Dcck Application
;ilopo Range:
4":12" to 7 ":12"
Note: System 13 Is only NCCCI,tAVIC in this slope range. Fur slopes Ices than
4 ":12", refer lu System A. For slopes in excess ui 7 ":12 ", refer to
System C.
Install uudcrlayment system in compliance with Dadc County Application
Standard PA 118.
Install tile in compliance with Dadc County Application Standard PA 118.
(Sec "Data for Attachment Calculations" included in this Approval.)
1. For re-roof applications, 15/ plywood is an acceptable substralC.
UndcrInyruent:
Roofing Tile:
Comments:
l'agc7
Product Control No.: 97- A 'Lsq
rik uloaga, RRC
Roofing Product Control Examiner
- MONIER LIF) TJLE LLC
SYSTEMS
(CONTINUED)
Deck Typo: Wood, Non - insulated
Deck Description: New construction 19/ or greater plywood or wood plank.
SYSTEM C:
Horizontal flatten Application XCCSS
Scope Range: 4 ":12" or grcalcr
Nalc: or a d arc a 23
tional for slopes of 4 " : 12 " to 7":12 "` For slopes
of 7 ":12 and arc optional
to System A. .
less than 4":12", re
Hnticrtayn :cat:
Install undcrlayment system in cotnpliancc with Dade County Application
Standard PA 119.
llorizoutal Mittens: Install horizontal battens in compliance with Dade County Application
Standard PA 119.
Install tile in compliance with Dade County Application Standard l'A 119.
Roofing Tile:
(Sec "Data for Attachment Calculations" included in this Approval.)
Comments:
1. For rc -roof applications, 151 32" plywood is an acceptable substrate.
Page 8 of 15
Product (:Ottrror i•v. y--r --
Frank Zuloaga, RAC
Rooting Prbduct Control Examiner
' .MONIilR LIE TLLE LLC
1 "luuM .■ a•■•• v.. • .•
SYSTEMS
(CONTINI!ED)
Deck Type: Wood, Non-insulated
Deck Description: Now construction 191 or greater plywood or wood plank.
SYSTEM D: Mortar or Adhesive Sct Application
Slope Range: 2 ":12" 10 7 ":12"
Notc: System D is only acceptable in this slope range. Fur slopes in excess
of 7 " :12 ", refer to System C.
Undcrhiyment: Install undcrlaynicnt system in compliance with Dade County Application
Standard PA 120. (Sec Systcm Limitation NS.)
Rooting Tile: Install tilc in compliance with Dade County Application Standard PA 120.
(Sec "Data for Attachment Calculations" included in this Approval.)
L'uniruents:
1. For re-roof applications. 15 /32" plywood is an acceptable subslratC.
Page 9 of is
•ran Zuloaga, RKC
Roofing l'r uduct Control Examiner
•
!z
• • MONIER LIVETILE LLC
SYSTEM LIMITATIONS
1. The standard minimum roof pitch for Monier Lifctile LLC Villa. Monier Lifctile LLC Capri &
Monier Lifctile LLC Roll, low profile lilt shall comply with Dadc County Application Standards
PA 113, PA 119 or PA 120, depending on the ntclhod of installation.
2. For nail -on applications, fasteners for tuccltanical attachment of tiles shall have a head diameter
larger that that of the preformed !talcs in tho tile.
3. System installation shall be in compliancc with dm system specifications outlined in this Product
Control Approval. The method of attachment utilized shall provide sufficient attachment resistance
to meet or exceed the rcquircd resistanco determined in compliancc with Dadc County Protocol 1'A
115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static
uphill perfonuancc, therefore, attachment calculations for installation in compliancc with I'A 115 or
PA 127 shall bc dono as a 'Moment Based System'.
4. For adtiealve set Lilo applications, a field static uplift test by a Dade County accredited testing
agency, in compliancc with Dade County Protocol PA 106, shall bc performed.
i 5. For tile applications. 30/90 hot mopped undcrlaymcnt applications may bc installed perpcndiculal
to the roof pitch unless stated otherwise by the undcrlaymcnt material manufacturer's published
literature.
I
6 All tilts shall bear the imprint or idcntifablc marking of the manufacturer's ionic or logo for
li identification in the field.
i
it 7. Applications for roofing permits shall include a completed Section 11 attic Uniform Building
:I Permit, a copy of manufacturer's current specifications and details. a copy of this Product Control
1 ' Approval and a copy of Ilia Product Control Approval of any Roofing Component used in (Ito
� proposed tile application. Reference shall be made to appropriate data for the rcquircd fire rating.
8. 77hc applicant shall retain the services of a Dade County ccrlified testing laboratory to maintain
quality control in compliancc with the South Florida Building Codc and related protocols. Samples
taken shall bc in compliancc with Dadc County Protocol PA 112, Appendix 'A'.
9. tiro classification is not part of this accplancc.
•
I'agc 10 01'15
Product Control t1u.; �+ �•
.0*„.„„0111
Frank Zuloaga, IU&C
Roof Product Control Examiner
NONIBR =STILE LLC
Tile
Profile
Monier Llfelile LLC Villa Tile,
Roll Tile-, and Ca • rl Tile
Table 1: Aerodynamic Multipliers - it
X (ft')
Batton A a Itcatlon
0.27
Table 2:
Tile
Profile
3 " :
� '
Batten Direct
s Deck
Monier 5.57 6.30
Lirotile LLC
Villa Tllo,
Roll Tile,
and Capri
Trio
Tile
Profile
Profile
Tile
Application
DATA FOR ATt ACUUMLNT
CALCULATIONS
Restoring Moments duo to
5 ":12"
4 " :12 "
Batton Direct
s Deck
5.40 6.18
Batten Direct
s Deck
5.37 6.05
Table 3: Attachment Resistance expressed as a Moment - M
for Nall -On Systems
Approved
Screws
Approved
Nails
1 nail 2 nails
Monier Battens
Lilo lie LLC
Villa, Roll,
end Capri
Direct Deck 11.00
1 Data noted In Table 3 is for instal ation with a
2 Approved screws are as noted In the 'Trade
and 'Prone Drawings' 1 t allon c unlesS of
the Required
Approval.
attachment Raqu ed 9
noted above.
4.10
7.10
2.1.00
1 2
screw screws
22.90 49.10
25
.00
i'agc 11 of 15
Gravit
47.10
Product Control No.: Yr- �r_���
Batton
s
5.24
24.30
X (ft')
Direct Deck Application
0.29
M (ft -I bf)
6":12" 7 ":12" or
greater
Batters Direct
s Deck
5.09 N/A
24.20
Direct
Deck
5.90
Approved
Field Clip
With:
1 nail 2 nails
34.80
35.50
rt - Ibf)
Approved
Cave Clip
With:
1 nail 2 nails
19.00
32.20
31.90
3 Li o hoadlap. ptltci s'
Names of Products Manufactured By
Clips on eave Tile aro not required for this
Moment of Resistance exceeds the values
uloaga,
Roofing Necklet Control Examiner
1 . IKONJER 1.1FE'lt'ILE LLC •
Tile
Profile
Monier Urethra LLC Villa Tile,
Roll Tile, and Capri Tile
DATA FOR A77ACIIMENT
CALCULATIONS (CONTINUED)
•
Tllo
Application
Mortar Set
Adhesive Set
Page 12 of 15
Product Control Nu.: y 1 - 1 £..•I, £ ti
Table 3 -A: Attachment Resistance Exprossed as a Moment - M (ft -Ibf)
for Nail -On S stems
'rile Tile Two (2) 10d x 3" long nails
Profile Application _
Monier Llfetile Direct Deck 67.50
LLC Villa Tile, New Construction
Roll Tile. and (min. "I plywood)
,Ceprl Tile
Direct Deck
Recover /Reroof
(min. 15 / 31 " plywood)
Battens 50.90
New Construction
1 Tile Installation with a 4" headlap using two (2) Approved 10d x 3" long
polymer coated, corrosion resistant, ring shank nails installed in
manufactured holes located 2W from the head of the tile. Clips on nave
tile are not required for this attachment configuration unless the Required
Moment of Resistance exceeds the values noted above.
— Table 4: Attachment Resistance Expressed as a Moment - M, (tt -Ibf) - —
for Mortar or Adhesive Set Systems
Attachment
Rosislafce
20.60
56.61
,/
n uloaga, ItILC
Roofing l'roduct Control Examiner
NIONIEIt LLC
PROFILE DRAWINGS
iiYVMV��+
Pagc13
MONIER L1FETILE LLC VILLA TILE
MONIERL1FE11LE LLC 1toLt.TI
ran uloaga, ltRC
Roofin& Product Control Cxnmincr
•11IONIEIt U&!ETILN LLC
o.or
palolk* \**
1'LIOV 11.6 plIAWINGS
(CONTINUED)
MONIEIR L1FETILE LLC CArIU
1••••13 oca.
Page 14 of 15
GI I.v.n.vr
APPI(OvED SCREW FOR SCREW DATA IN TA 3
to ga, tC'- ---- -- ----
Roofing Pfoduct Control Ex81111nCr
!MONIJI R LIFgT1LsE LLC
- Mohler 'Nettie LLC
135 N.W. 20 St.
Ikea Raton, FL. 33431
RD , NDMTI NS
CE 1'
Page 15 of 15
ACCEPTANCE NO: T
APPROVED : •i ,n c�s�lyyj1
EXPIRES : Juuc S 1UUt
IC a .0 E'T
cnewal of this Acceptance (approval) shall be considered after a renewal application has been
1 R
Cdcd and the original submitted documentation, including test supporting data, engineering
documents. aro no older than eight (8) year.
Y
2
A n and all approved products shall bc permanent) labeled with the ntanufacturct's name, city,
state, and the following statement: t. Mtatttt -Da ounl Y Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of AccepUmce will not be considcrcd if:
a) There has been a change in tho South Florida Building Code chaf cs ;lg the evaluation of this
prod
product and like product is not in compliance with tike co d B
b) The product is no longer the same product (identical) c one originaly approved;
c) If tho Acceptance holder has not complied with all
including the correct installation of the product.
The engineer who originally prepared, signed and sealed d t o required documentation initially
s ubmitted, is no long er practicing racticing the engineering p
prior 4 product
ri u to
revision or change in tho materials, use, and/or manufacture
es f acturc tihne e p or pr
approval has or process shall
automatically bo cause for termination of this Aa witll appropriate fcc) and granted by this
requested (through kite filing of a revision application
Witco.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, anlverlisitlg ur any
outer purposes-
M )-D Florida,
It of inc
G
111c Notice of Acceptance number preceded byc in advertising d
ores Miami County, (' lorida, °'►
followed by the expiration date may be displayed
Notice of Acceptance is displayed, then it shall be done in its entirety.
• roved drawings and other documents, where it applies,
A copy of this Acceptance as well as app
shall
be provided to the user by the ntantufacturcr or its n o s be r tors a n by rho c a te l la ble for
and shall inspection at tho job silo at all tittles. The copies need
with any section of this Acccptancc shall bc cause fur termination and removal
8 Failure to comply
of' Acceptance.
9 This Acceptance contains pages i through 15.
END OF THIS ACCEPTANCE
oaga,
Roofing Product Control L-•xulubier
Legal Description 2 b
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date /7 1,7" 23. Job Address //O 7/? /12c .. c f 7, Tax Folio 1/ i? t /"T ,%O F
Owner / Lessee / Tenant Lt/ e -t 11/1 P5 . / • p Q c.!)1 -- Master Permit #4 1 /7
•
Owner's Address /672 Wr 96 ST Phone
Contracting Co. !/u ►,Q/G / 1 s%n,P(}• i,(J nP? Address )93,g; i()(5 1 ( - 0 12Q 6 a (4 •
Qualifier % ea'�� V , SS# / Phone 4 i - ��
State 4k Municipal ►t 8 (Q Competency # 016 Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor -- Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 6 2 L 2 O l a.) 6r40 s C 3 ) / i)' /4/91tA4
Square Ft. Estimated Cost(value) 5 co
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.
OWN' 'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be one in compli • = all applicable laws regulating construction and zoning. Furthermore., ---
aut ori • abo a -n.med retractor to do the work stated.
resident
Signs
D
Notary as
My Commiss
** * *
FEES: PERMIT
APPROVED:
Expires
ondo President
Signatur
Date:
tary as to Contractor or Owner- Builder
My Commission Expires: — 11A 4 - (o f ?
OFFICIAL NOTARY SEAL
LEON MOISE EMMANUEL
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC366661 *
+� MY COMMISSION EXP. SEPT 1619'I
.
L �� RADON
C.C.F. k¢ NOTARY TOTAL DUE 07.7a
Fire
Zoning Building
Mechanical Plumbing,
* * * * * * * *
1P
f Contractor or Owner- Builder
Other
r Electrical
Engineering
1. Legal description of property and street address:
2. Description of improvement:
3. Owner(s) name and address: a/Ltt,
6. Lender's name and address:
9. Exp'
diffe
atiocip• , te is specified)
Notary Public
Print Notary's Name
STATE OF FLORIDA, COUNTY 0: DADE
r HERE 3 CEOUFV p o this is a ►rue
®. i3.na f.10.1 ii p.n.s o +i a on
ay
O.0
, A D. '9
W MESS my h nd .,r Of:Icial
'K, of .it on d Coun►y Courts
NOTICE OF COMMENCEMENT
1
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement.
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: IAA (AIR( fl eig ±D.a/A)1 ( 2 ?
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
1 q 3R Gar:. 1 4-) j &22 wo,M
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: N 07is-i
M77 72.f_
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:
/D77 1
Signature of Owner
Print Owners Name 1 (/14 0 TN
Sworn to and subscribed before me this Ae�r1r of .Zg Iz. 19 Q s .
-1-teg 4 ,
My Commission Expires: ,� T / �j / q 9 7
FFICIAL NOTAR
N MO 1SE
EMMANUEL
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC316661
MY COMMISSION EXP. SEPT 16,1997
93R564444 1993 NOV 16 11:08
ate of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
Prepared by: /c.i 0 ilgrpro
Address: /gg, /Oa' )q7 %2
• pUo Oho. c-
7 ME i RO�GLI ()AL)E L.,OUN i Y. rLIdrilLJA
J
METRO
Chairman.
Brnrtmr .1 Wiinnoss
t ice•Chairman
H.() L.:..irer
Slembem
R.nulii .4trr
James .4nos
Grurrr Berlin
Thomas M. Black
Lai.rence .4. Boman
TeJ Bndis
Oscar Brennan
Jahn Calpint
&luanlo Came
Jove de la Tornente
H. Carlton Decker
.4rnold Goldman
Richard .i1. Horton
Daniel Leas
John Lindstrom
Steven Lowe
Joseph Mokher. Sr.
James Pose•
William Riley
.Armando Al.
Thomas L'neroack
.dried Wiisbrd
Rudy Williams
Board Consultant
John Pistonno
Staff
Charles Donner
Sunny Wernreb
Gil Dtamund
Vinyl Tech, Inc.
155 Center Court
Venice, F1. 34292.
Your application for Product Approval of Series 4100 Aluminum
Single Hung Dual Frame window DH -R30 under Sections 203 and 204
of the South Florida Building Code governing the use of
Alternate Materials and Types of Construction, and completely
described in the plans, specifications and calculations as
submitted by Applicant along with Miami Testing Laboratory.
Inc. report No. MTL -14925 (incl. F.E.R.1 and dated October 14.
1991 has been accepted by Product Control under the Specific
Conditions set forth on pages 2 -2a and the Standard Conditions
on Page 3 for Glazed Products
EXPIRES
APPROVED:
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ACCEPTANCE No.: 92- 1113.6 (91)
APPROVED : March 16. 1992
: Oct. 14. 1995
P 4 111
i i t
METRO -DADE CENTER
BOARD OF RULES ANO APPEALS
SUITE 1010 •
111 N.W. 1st STREET •
MIAMI. FLORIDA 33128 -1974
(305) 375.2981
(305) 375 -2610
J/
Gil Diamond, P.
Product Control Division
Supervisor
* *PLEASE NOTE **
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND
GENERAL CONDITIONS
BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Board of Rules and Appeals to be used
in the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
March 16. 1992
-1-
Charles Danger, P.E.
Deputy Secretary
Metropolitan Dade County
Board of Rules and Appeals
Vinyl Tech. Inc.
Z4]JNTINS : None
REINFORCEMENT: None
ACCEPTANCE No.:
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
92- 1113.6 (91
March 16. 1992
Oct. 14. 1995
ASSIGNED ACCEPTANCE MARKINGS
AAMA 101 -88 DH -R30
Dade County Approval #92- 1113.6 (91)
Expires: October 14, 1995
Approved for installation up to 15. ft.
above grade.
CAUTION: Elevation must be reduced in
DESCRIPTION OF UNIT
MODEL DESIGNATION
Series 41 Aluminum Single
Hung Dual Frame Window DH -R30
9VERALL SIZE:
4' - 5" by 5' - 3" high the coastal construction zone
Ho. & SIZE OF VENTS: One; clear 1/16"
48 high;
3 /16 /
frame glazed at the top with
(0/1).
WEATHERSTRIPPING: Single in eeting rail.
bottom Double 1 pil in
/2 by
each vent jamb rail. Single vinyl bulb 1/8" adesive back open cell foam g asket on interior perimeter of single
hung frame and on exterior perimeter of sub frame.
OPERATORS & LOCATIONS: Spring and pulley balance. One metallic cam
lock 10 1/2" from each end of vent top rail, and one installe d o np r igh t
frame jamb of single hung, locking onto the sub frame,
bottom of jamb. One 2 1/2" aluminum butt hinge, 8" and 23 3/ 4" from
each end of left frame jamb, each secured with two rivets into single
hung frame jamb and two into sub -frame jamb.
GLAZING MATERIAL: Double strength annealed glass.
GLAZING METHOD: Exterior glazed using a silicone adhesive bedding
compound with a rolled aluminum glazing bead.
WEEPHOLES: 1 5/8" weep notch in each end of sill screen retainer.
-2-
_ 1 Diamond, P.E
roduct Control Division
Supervisor
7
Vinyl Tech. Inc.
ACCEPTANCE No.: 92- 1113.6 (91)
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
March 16, 1992
Oct. 14. 1995
ADDITIONAL DESCRIPTION: Flange type frame. 1 1/2" high overall
interior sill flange. Overall single hung frame size is 51 3/4" by
62" high.
TESTS:. SCREWS AND METHOD OF ATTACHMENT
INTERIOR WINDLOAD: 45.0 p.s.f. SILL : 3 # 8 x 1 1/2" RH SMS
EXTERIOR WINDLOAD: 45.0 p.s.f. HEADER: .3 # 8 x 1 1/2" RH SMS
WATER RESISTANCE : 4.5 p.s.f. JAMBS : 4 # 8 x 1 1/2" RH SMS
AIR INFILTRATION : 0.31 cfm /s.f.
FORCED ENTRY : MTL 14925 (FER) NOTE: please see Note #11. Page 3
A2PROVED FOR ELEVATIONS UP TO: 15. feet above existing grade
This product must be re- evaluated for structural adequacy when installed
within the Coastal Construction Zone in accordance with Chapter 23
Sub - section 2309.2 (b) of the South Florida Building Code.
-2a-
1 Diamond, P.E.
oduct Control Division
Supervisor
7
(ail I intnoncl,
Product. Control Division
Supervisor
NOTICE OF ACQEP7'ANCE: S'1AISUA1t,U C_ 0 NUl' 110.11S _F_Vll-_C:LAZEiLMI
1. For multiple window installations, approved mullion drawings and calculations must be
filed with Product Control.
2. This ncceptnnce will qualify smaller units of the Rnit►C design and materials its the
unit tested.
3. All_ _tail h iv_Al. le_ aaufurtttcct.s_.I► ante. ty_.12toduc;
ilQn trol Approval Number. approved elevation and date of expiration.
4. Extension of Acceptance may be considered after n new npplieution has been filed
and the supporting dntn, for test reports less than four (4) ycnrs old, hits been re-
evaluated.
6. Any revision or chnnge in ntnteric►Is, use or manu facture of the product shalt
nu town ticnliy be cnuse for termination, unless prior nl►pruvnl is grim Led for revision
or change.
6. Any unRnt.isfnctory performance of this product. or 11 c :hrcr►I;e in Cod) provisions shill
be grounds for re- evaluation.
7. '11118 ncceptnnce Rhnii not be used ns nn endorsement of nnv product. sales or
advertising purposes.
8. Windows and sliding doors have been tested in nccordc►nce with the Am►►ericnr
National Standards Institute's specifications and the . Architectural , Aluminum
Manufacturer's Association Standnrds ANSI -AAMA 101 - Rr or for wood units
ANSI /AAMA 302 and 402 and for vinyl units AS'I'M 1)- 4099 -82.
9. Swinging doors shall be tested for positive and negative wind pressures ns per
Chapter of the South Florida Building Code.
10. 11nt•dware for all windows and doors shall conform to intrusion and Ilur•glnry Security
C,hnpt.er RC of the Code of Metropolitan Dade Comity.
11. '11te spacing of fasteners shall be ns tested or 24" whichever Is Icss.
R IlLe _ first faeleme.r lialLbe__!CZ(a L_Ll_- IUaXuuntutt.-Vf (. AVM - CtIch_ctiLl)t: r rtttcl mullion
or stile. Minimum penetration of fnstener shrill lte ns tested or 3/4" whichever is
higher. No wood or plastic shields or pits shall be used.
Unless otherwise noted in the test report, Milli tnuIll size of screws shut! he No. 8
for • first a second floor installations and No. 10 for nll other floors ()hove the
first and second floors.
7
METROPOLITAN DADE COUNTY, FLORIDA
METRO.OAOE
(?airman •
Bertram S. libnhau.
trite -Cbai mmn
H.O. Lasseter
Members
Ronald Ater
James Arias
George Berlin
Thomas M. Black
Lawrence A. Borsari
Ted Bridis
Oscar Brennan
John Calpini
Jorge de la Torriente
If. Carlton Decker
Arnold Goldman
Richard M. Horton
Daniel Le tis
John Lindstrom
Stem Lowe
Joseph Mokher. Sr.
James Parer 4
William Riley
Armando M. Ri :o
Thomas Unerback
Alfrrd Riisbnid
Rudy Williams
Board Consultant
John Pistorino
Staff
Charles Danger
Sandy ;Winnh
Gil Diamond
APPROVED:
Vinyl Tech, Inc.
155 Center Court
Venice, Fl. 34292.
Your application for Product Approval of series 4000 Aluminum
Single Hung Window DH -C35 under Sections 203 and 204 of the
South Florida Building Code governing the use of Alternate
Materials and Types of Construction, and completely described
in the plans, specifications and calculations as submitted by
Applicant. alona with Miami Testing Laboratory. Inc. report
4MTL -14885 and MTL'14455 (incl. F.E.R.) dated June 6. 1991 has
been accepted by Product Control under the Specific Conditions
set forth on pages 2 -2a and the Standard Conditions on Page 3
for .Glazed Products .
ACCEPTANCE No.:
APPROVED
EXPIRES
pRODUCT CONTROL NOTICE OF ACCEPTANCE
91- 0905.5
Dec. 9. 1991
June 6, 1995
December 9. 1991
METRO-DADE CENTER
BOARD OF RULES AND APPEALS
SUITE 1010
111 N.W. 1st STREET
MIAMI. FLORIDA 33128.1474
(305) 3752981
(305) 375 -2612
it Diamond,
Product Control Division
Supervisor
* *pLEASE NOTE **
THIS IS THE-COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND
GENERAL CONDITIONS
DOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Board of Rules and Appeals to be used
in the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
Charles Danger, ' . E.
Deputy Secretary
Metropolitan Dade County
Board of Rules and Appeals
Vinyl Tech. Inc.
DESCRIPTION OF UNIT
MODEL DESIGNATION
Series 4000 Aluminum
Single Hung Window
DH-C35
OVERALL SIZE:
NOTICE OF ACCEPTANCE:
-
ACCEPTANCE No.: 91- 0905.5
APPROVED
EXPIRES
SPECIFIC CONDITIONS
Dec. 9 1991
June 6. 1995
ASSIGNED ACCEPTANCE MARKING$
•
AAMA 101 -88 DH -C35
Dade County Approval #91- 0905.5
Expires: June 6, 1995
Approved for installation up to 25. ft.
above grade.
CAUTION: Elevation must be reduced in
the coastal construction zone
4' - 5 1/16" x 6' - 4" high
Ila. & SIZE OF VENTS: One; 50 1/8" by 25 3/8" high; one fixed light,
frame glazed at top with a clear opening of 49 9/16 " by 47 high
(O /X).
WEATHERSTRIPPING: Double pile at each jamb rail of vent. Single pile
at fixed meeting rail. Single vinyl bulb at frame sill and vent bottom
rail.
OPERATORS & LOCATIONS: Spring and pulley balances. One metallic cam
lock, 10 1/2" from each end of vent top rail.
GLAZING MATERIAL: Double strength annealed glass.
GLAZING METHOD: Exterior glazed using silicone bedding compound and
rolled aluminum glazing bead.
WEEPHOLES: 1 3/8" notch at each end of sill screen retainer.
MUNTINS: None
REINFORCEMENT: None
ADDITIONAL DESCRIPTION: 1 11/16" high overall interior sill flange.
G '1 Diamond, P.
oduct Control Division
Supervisor
Vinyl Tech. Inc. ACCEPTANCE No.: 91- 0905.5
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
APPROVED FOR ELEVATIONS UP TO: 25. feet above existing grad:
-2a-
it Diamond, P.
roduct Control
Supervisor
Dec. 9. 1991
July 24, 1995
TESTS: SCREWS AND METHOD OF ATTACHMENT
INTERIOR WINDLOAD: 54.0 p.s.f. SILL : 3 - 412 x 2" FH wood screws
EXTERIOR WINDLOAD: 61.0 p.s.f. HEADER: 3 - 412 x 2" FH wood screws
WATER RESISTANCE : 8.30 p.s.f. JAMBS : 4 - 412 x 2" FH wood screws
AIR INFILTRATION : 0.27 cfm /sf
PORCEb ENTRY : MTL 14885
NOTE: please see Note 411. Page 3
This product must be re- evaluated for structural adequacy when installed
within the Coastal Construction Zone in accordance with Chapter 23
Sub - section 2309.2 (b) of the South Florida Building Code.
ivision
-3-
REVISED 6 -18 -91
_^ • • ;•1 Nti
; :►1I :; h•►I�IIY•►I• J•:
Si Y • 1 ► •�
ulti le 'window installations, approved mullion drawings and calculations must be
1. Form P
filed with Product Control. and materials as the
2. Zhis acceptance will qualify smaller units of the same design
unit tested.
8.
•I %. • ••••
be considered after a new application has been filed
4,
and of Acceptance data, o est reports less than four (4) years old, has been re-
nd the supporting
evaluated. product shall
revision or change in materials, use or manufacture of the for t shall
6' Any be cause for termination, unless prior approval is granted
od ll
automatically
or change. provisions shall
g. Any unsatisfactory performance of this product or a change in Code p
be grounds for re- evaluation. roduct sales or
7. This acceptance shall not be used as an endorsement of any P
advertising purposes.
been tested in accordance with the American
8. Windows and sliding doors have specifications and :the Architectural • Aluminum
National Standards Institute's � 101-85 or for wood' units
Manufacturer's Association 402 and vinyl units�ASTM D-4099-82.
ANSI /AAMA 302 and
positive and negative wind pressures as per
•
Chapter 23 3 of Swinging doors the shall
Florida Building Code.
.. a �o.�. Se-urity
10. Hardware for all windows and doors shall e County.Intrusion and Bur,
Chapter 8C of the Code of Metropolitan Dad
11. The spacing of fasteners shall be as tested or 24" whichever is less.
and mullion
.•n J• -- J CU= an
R 1,- .: •=
. • II : , 09 11 4 ". whichever is
or stile. Minimum penetration of fastener shall be as tested or 3
higher. No wood or plastic shields or pins shall be used.
Unless oth
erwise noted in the test report, minim 10 for all of other s flo ha l l above o the
for first and second floor installations and o•
first and second floors.
Gil Diamond,
Product Control Division
Supervisor