67 NE 94 St (16)BUILDING
ELECTRICAL I �
PLUMBING PERMIT NU 7291
j j
ROOFING []
Owner of
13111ding
A :chitect
ConTractor
cr Blinder _
Legcrl Lot
Description
Addiass of
Building
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
DATE lg.
B1
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or dcvi.e described in the applica-
tion herefor in strict compliance with al' ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are clanged without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed. a_ ` —_ —__— �� - _ INSPECTOR
Li consideration of 'tiro issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
nrtcining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In an-
piing this permit I assume responsibility for all work done by either, myself, my agent, servant or employes.
Work to be performed under this Permit_
Contractor's
License No.
Subdi-
vision
Value of I' Amount of
Project I' Permit
BY AU'!:HORITY nirt�T
_
R:.
dwner/Lessee / Tenant a 9 �� ) �%
Ovum's Address
'.'erndt Type (circle one): BU
WORK DESCRIPTION)/
Square Ft.
:FEES: PERMIT
a ,
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Dzte Job Address /� Tax Fo1ib'
Legal Description Historically Designated: Yes No
1
Phone 3?)5 7,C2- D 1 19
Ccntiacting Co 1, 4, aeve,,s, / . Addres _ i - 2 i-oeJ
Qualifier v ,�1 � UP Phone�� tis i,6 ,L
State #
Arch :tact /Engineer Address
?Bcnding Company Address
Mor';afcr Address
Notary as to Owner and/or Condo President
My commission Expires:
APPROVED:
Zcning Building
Mechanical Plumbing
C / /fl f ) ,C Master Permit #
Municipal # Competency # C 6 ?Ok Ins. Co.
DING E CTRICAL PLUMBIN MECHANICA ROOFING/ PAVING FENCE SIGN
rte 41-1'N
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
JMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be d• e in co pliance with all applicable laws regulating
co 1st - uction and zonir — F ore, I authorize the above -named contractor to do a work sta
\!�l1I
Condo President Da S ur-- of'"ontractor or 4, `• er- Build:! Date
4) >--z.- / a •t
R ADON
C.C.F. �" NOTAR` BOND 4„
J
r a
Estimated Cost (value)/ / S6';
Date otary as to C. actor or Owner -B
My Commission Expires:
Electrical
Structural Engineer
r,, ,, Date
IyP '•, Shantz $tJVaw4 S jhliry
I COME lasion n 1;t ` +1:34444
FR es Jana i,k 2694
� ��� J'n4td
u
'nns` Atlanta Bonding r
� tnc,
Contractor's Name:
M A FLOPIA 43 ,47 ROOF CATEGORY
e a -- ( - Low Slope Application) ❑ (Nail - On Tile) ❑ (Mortar Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Pieta! Roofs',«'ood Shtag(.s & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof CJ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Root (ft) � Sloped Roof Area (f1 ® Total (ft ! ztv, Master Permit No
Exposure category (per ASCE 7 -88): Building Classification categor (per ASCE 7 -88 table 1) /
Ft.
Y
123.01.78 4/99
(Draw details as needed)
Deck type:
Fastener Type:
UNI7FORM R
LS ..fLQA,?
ROOF HEIGHT AND SYSTEM DETAILS
A T AC}I Eti'T
DETAIL 1 8 2
cnsc \\frV.Qi*
1
Appendix "E"
OFING PERMIT APPLICATION
PROCESS No
Job Address:
Page -1
8 N e4 c 6
T
ROOF PLAN
e
Field: aN Perimeter: Corner: ;
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
e Ventilation:
MEAN HEIGHT
Deck type:
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
Underlayment:
Insulation:
Fastener type & spacing:
12"
ROOF SLOPC
Cap Sheet:
Roof Covering:
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
(PmaxI: x X (Aerodynamic Multiplier):
(Pmax2: x X (Aerodynamic Multiplier):
(Pmax3: X X (Aerodynamic Multiplier):
) - M
) - M
) - M
TILE CALCULATIONS
= M
= M
= M
Page -2
PCA:
PCA:
PCA:
Li
ii
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance
with the cur provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the
existing roof system.)
Of-„S AVt ;F; APPENDIX "F" C
E.R
• *D g.
OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
plioNE4 y C' 4 °
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 all the minimum requirements and standards of the indus-
try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between
the s 'ner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
/ /j i
, Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof-
ing 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 part of the agreement between the owner and the contractor.
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town-
houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the
occupar,ts 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 under-
side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance.
Ponding Water: The current roof system and /or deck of the building may not drain well and may cause wa:er 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 roof-
ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions
should be corrected.
6, Overflow Scuppers (wall outlets): It is required that rainwater flo'.v 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 he necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC.
d 7, Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur-
a! assembly (the buildig i The reduced. It may y ntself). e existing amount of attic ventilation shall not be red
�t �' be beneficial to
consider venting which can result ir. e.cte,idinc_ the ser, , ice life for the
The owneer nay cc i'. :i ft,_ ?`.1 := ni-D::le Ccy.m :y CoGS_ :e S;ry .i D :Tan r:. r: r fo t fi
fr f�_ 3:,per tn:,,. i%;. re _. ;:
llr
the above.
Owno: s /,+,;one's Sig atvre
12) 01 12 PACE 2 7/99
Consact is Sig;la
11111tRODUCT CONTROL, NOTI 9'./ ,9ak
CE OF ACCEPTANCE
G.A.F. Materials Corporation
1361 Alps Road
Wayne
Acceptance No.:00- 0331.15
Expires: 1 1/04/2003
.Approved: 06/29/2000
07470
v CONTRA
x'11 F0 .
Your application tor Product Approval or:
G -1 F Conventional Built -Up Roof Systems for {Poor Deck.
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami =Dad;
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 tn:s
rroduct or material at anytime from ajobsite or manufacturer's plant for quality control testing.
r this product or material fails to perform in the approved manner, BCCO may revoke. modify, or susperci
use of s'_lch product or material immediately. BCCO reserves the right to revoke this approval, it it is
.tern ;iae_ 3000 that this product or material (ails to meet the requirements of the South Florida Building
Code. -
The expense otsuch testing will be incurred by the manufacturer.
BUILDING CODE CONIPLIANC1s p B
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130.1363
(305) 375.2901 FAX (305) 375 -
72-1
Raul Rodriguez
Chi,:f Product Co:.tro:
TINS ES THE CO\ ERSIIEET. SEE ADDITIONAL I': \C[ SPECIFIC AND GE`ER.\L
CO.D[T1O■S
[;! [1J)I CODE I'RD1)LLC1' !UT\ I[',\ r' )'.l` I rT Irr
CONTRACTOR LICF.aSI, \C SECTION
(305) 373.2327 FAX (305) 3
CTOR ENFORCEMENT SECT . •
(305)375•_966 FAX (303)375.29ps
PRODCCT CONTROL DWIS(O.
(305) 375.902 FAX (305) 3
:rancisco . Quintana. R•A•
Director
1 of 32 Miami -Dude County
Building Code Compliance 01.110:
Internet mail address: postma sterghuddingcodeonline.com Homcp4ge: http : / /www.buildingcodeonline.com
STATE OF FLORIDA,
COUNTY OF DADE. ss.
8AM1 SHORES
UILDING INSPECTION
Owner's Name and Address._
Registered Architect and /or Engin .... - _
Name and address of licensed contractor_
Location and legal description of lot to be built on
State work to be done and purpose of building (by floors) _____
aLLAGE
EPARTMENT
f I UI.`'ATIDN FC3 - UD[ C ING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mianii
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Mianii Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
/..,/ °.V• (. Date - - / ,19
No. /Ps� et
Lot Block / Subdivision
Street and Number where work is to be done -/ 1.4-- •
and for no other purpose.
New Building Remodeling Addition Repairs No. o¢ $toriesq-
To be constructed of Kind of foundation Roof Coverine G
Estimated Total cost of improvements $ -_„0 •�
Ainount of Permit $
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be. sent to_.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection o, the site of the work such ubli : notice
or notices as are required by the Act. The undersigned agrees to employ only such su aco ractoy:(on yrprk to be performe. u '. er this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him staters are true.
Permit No Date - ?- ' , k. - 7; G' Read, Sworn to and Subscribed before me.
Disapproved / "Date __f ,f f
i Notary Public, State of Florida
O
�� \ ,
(Signed) . r • - ---
Building Inspector My Commission Expires
PLA INC BOARD DATE
Chairman i 1�' Member
Member Member
Member _ ._ . Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
APPLICATION FOR U .. ING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing o. other stet tune herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Villag -, F orida, and all provisions of the Laws of the State of Florida, all ord of Miami Shores Village and all rules and
regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cope of approv d
plans and specifications must be kept at building during progress of the work.
Zone cubage required_
Distance to next nearest building
Maximum live load to be borne by each floor_
Chairman
Member
Member _ _ _ _
Council Approved _
MIAMI SHORES VILLAGE
LDILDING INSPECTI S N DEPARTMENT
ector
LANNING BOARD
- - DaLe
Date_
Owner s Name and Address ___ __ Dr'. Carr
Registered Architect and /or Engineer _-
Name and address of licensed contractor `3K' -dY
Location and legal description of lot to be built on:
Lot_ _ Block ______.__ _____ ______ ____ -__ Subdivision
Street and Number where work is to be done_ _ 67 1 1.0. _ FL. 9 tb 5 t_0
State work to be done and purpose of building (by floors)_ — ____ __ Reroofing_
Hoofing_ & Sheet Natal = 2955 N
No._
4. E. Street__ _94th St..
7 1. 73rd St.
and for no other purpose.
New Building _ Remodeling _ __ . _ Addition__ _ _ ____ _____ Repairs No. of Stories
To be constructed of - _ __ _ . Kind of foundation _ Roof Covering
Estimated Total cost of improvements $ ._1500- _Amount of Permit $ 6000
_Plan Cubage
Size of Building Lot
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to - --- - - - -
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of F orida, Permanent Supplement
and has complied with the provisions thereof, and will require similar compliance from all contractors or s . - contractors employe by h.
in the work to be performed under this permit; and will post or cause to be posted for in- .ection on 0 sit of work such public
or notices as are required by the Act. The undersigned agrees to employ only such . -.. ntractors, wok %performed u
permit, as are licensed by Miail i Shores Village.
Remarks- - - (Signed) - -- "- d� 7.-:, -
_ (Si
STATE OF FLORIDA,
COUNTY OF DADE.
Before me, the undersigned authority, a notary public, duly zuthorized to administer oaths and take acknowledgments, personally ap-
peared — - - -- - -
Member __
Member
Member
Disapproved
NOTE: A charge of $1.00 will be made for making corrections or changes to
the Planning Board.
A re- inspecton fee of $1.00 will be charged when such re- inspection is made
materials and /or workmanship.
DATE
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the _ ____ _____ ___ _- ._.___ __, __ -_
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Per_nit No. _� �. Date_ _ _ ,--° Read, Sworn to and Subscribed before me.
Disapproved _
( Signed)
Notary Public, State of Florida
My Commission Expires
Date
this application after approval has been obtained from
necessary by improper notice for inspection or faulty
Date /
Square. Ft.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
r - .
/ Job Add I / ress C' AV' . � ; - Tax Folio
L grj Description
Own /Lessee / Tenant"
A1
Owner's Address 7 /v r
IP¢rm t Type (circle one):
WORK DESCRIPTION (t`
V
6�s
Municipal #
Historically Designated: Yes No
Address
SS#
Competency #
Address
Address
Master Permit #
Contracting Co.
Qualifier
State #
Architect/Enj eer
Bonding Company
Mortgagor Address
Phone
Ins. Co.
ING .IZILECTRICAI:L PLUMBING MECHANICA ROOF PAVING FENCE SIGN
) - W L- 4d) .16 YJ,Vf LAJL-
Estimated Cost (value)
WARNING TO OWNS e Yap > MUST h EC® "'. ;I? A N 1"TICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FO "; 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
perm -ts are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that ali wo
laws regulating construction and zoning. Furthermore, I authorize the above -named contrac r to do the workted.
Signature of owner and/or Condo President Date ignature of ontrac ..r or Owner-Builder Z.'/a?
r /2 / 7' - �/
Notary as to Owner and/or Condo President Date Notary as Contractor orOwnr- i lde' ^ ' Date
My Commission Expires: My Commission Expires
, ro
f�
ES: PERMIT CO RADON C.C.F. ' '' NOTARY j BOND
e done in compliance with all applicable
TOTAL DUE
A?PSROVED: r r
r_ zg Building */ Electrical
Mechanical Plumbing Engineering
MIAMI SHORES VI LLAG E
UILDING DEPARTMENT
305- 795 -2204
Building lInspection Request
I:.
Date Time
?ype Insp'n
Permit No.
;game
Address
Company
Phone #
For Inspector:
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Dat 2 ‘ Time
Type Insp'n h�
Permit No. I'
Nam 9 -10:•
Address `^�
Approved
Correction
Re- Insp'n Fee
Phone #
(6-
For Inspector 1 " a Name & Date
60
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request ,
Time (
Date
For Inspector:
Approved
Correction
Re- Insp'n Fee
,Type Insp'
Bp ®- _g 1
�� Permit No. � � �-�
Names s .
Address (9 — 7 11 ____ -
Company .'° -e C p�
Phone # -2 3c ° ,2 / Gd
9� Name & Date
Catct orv:
Sub - Category:
Deck Type:
itilaximum DesiLtn Pressure
Fire Classification:
Product
GAF Asphalt
Concrete Primer
GAF \A eatherCoat s
Enlulsic.1
GAF Premium
Fibered .Aluminum
RJof Coatis_
C-\F
•
e P .�
]H,:;' Ce,.._ : :
C - .FGL.\S S. »75
GAFGLAS 30
1 Itima Base Sheet
GAFGLAS Ply 6sID
ROOFING SYSTEM APPROV -L
Roofing,
13UR.
Wood
-75 psf
See General Limitation #1
TRADE NAv1ES OF PRODUCTS MANUFACTURED OR LABELED 13Y APPLICANT:
Dimensions
5, 55 gallons
GAF Mineral S.►ielJs 60 Ib. bags
Granules
5 gallons
Test
Specificatio
ASTNI D 41
ASTN1 D 1863
AST \I
1.5 e.allons AST'1 D _s_ Fibered
3 sq. roil
75 Ib. roil
2 Sq. Roll
70 lbs. /roll
5 sq. roll
45 Ib. roll
-\.57 1 3-::c.%
AST I D 460:
AST'1 D4601
Expiration Date: November 04 2003
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up rooting.
Granules for surfacing of asphalt:
cold process cement or emulsion. GAF
Mineral Shield:S Granules shall be used
for tlashin_ applications only.
1227 Surface co :in_ for smooth surfaced roots.
AST ?l D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
t
Approval Date: June 29 20 00
Asphalt ;inuregnated a::d coated ;'ass mat
base sheet.
Asphalt impregnated and coated. fibcr,glass
base sheet
loran Za!oa ;a. RRC
Rooting Product Contra: airliner
Product
GAFGLAS Flex
piyTM 6
GAFGLAS Ply 4®
GAFGLAS®
Mineral Surfaced
Cap Sheet
GAFGLAS®
STRATA V ENT®
Perforated
G.AFCLASFs Flashing
C A F L L .AS
STRA . - AVENT
Nailab.e
RUBEROID Modified
Base Sheet
R.A
Tapered GAFTEN1P
sotherm R.A
GAFTEMP isotherm
RN
Tapered GAFTEMP
Isotherm RN
Dimensions
5 sq. roll .
45 Ib. roll
5 sq. roll
76 Ib. roll
60 lb. roll
various
69 Ib. roll
3 sq. roll
67 lbs.
various
various
Test
Specification
Product
Descria
ASTM D 2173 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
ASTYI D 4897
D 3672
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bortom side with mineral
granules embedded in asphaltic coating
with factory perforations.
.Asphalt coated glass fiber mat flashing
sheet available in three sizes.
.AST'I D 489 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bortom side with mineral
granules embedded in asphaltic coating.
.ASTN1 D460', Premium Foss fiber reinforced SBS-
Mpe II, LL r.,odined base sheet
P.A 110 TopereJ+ Poi? isec; anurate foam insulation
P.A 1 1 0 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
Frank Zuloaga, RRC
Roofing Product Control Examiner
Product
GAFTEMP®
• Composite
GAFTE`t
Fiberboard
G.AFTE` ' P :;
High Density
Fiberboard
GAFTITEg 412
Standard
Roofing Fastener
GAFTITE® #14
Heavy Duty
Roofing Fastener
GAFTITE ASAP
Dimensions
various
Snecitication D
PA 110
Polyisocyanurate foarp insulation with
high density fiberboard or Permalite perlite
insulation.
Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation
Composite with high density fiberboard or Permalite
perlite insulation.
GAFTEMP2 various PA 110 Polyisocyanurate foam insulation with
Composite A high density fiberboard or Permalite perlite
insulation.
Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation
Composite A with high density fiberboard or Permalite
perlite insulation.
GAFTEN1P various PA 110 Polyisocyanurate foam insulation with
Composite N high density fiberboard or Permalite perlite
insulation.
Tapered G.AFTENfPE, various PA 110 Tapered Polyisocyanurate foam insulation
Composite N with high density fiberboard or Permalite
perlite insulation.
various PA 110 Fiberboard ir,_;:1a:ien.
PA 114 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 pia
� 3: 32
Zuloaga, RRC
Roofing Product Control Examiner
Product
GAFTITE® Base
Sheet Fastener and
Plate
Galvalume Plates
NTB Fasteners
Polypropylene Plates
Ruberoid® 20
Ruberoidd Mop
Granule
RUBEROID MOP
Smooth
RUBEROIDn N1OP
PLUS
BER ; ?
FR
RUBEROID'2:
TORCH Smooth
RUBEROID®
TORCH Granule
RUBEROIDO
TORCH PLUS
Test
Dimensions Snecification
3" and 3' /_"
3" and 3 '/"
1.5 sq. roll
95 lbs.
1 sq. roll
103 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs.
1 sq. roil
87 lbs.
1 sq. roll
102 lbs.
'/a sq. roll
93 lbs.
PA 114
Product
Descrip
Base sheet fastening assembly.
PA 114 Round galvalume stress plates.
PA.1 14 Fastener for use in gypsum, tectum and
lightweight insulating concrete decks.
PA 114 Round polypropylene stress plates.
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.
ASTNI D 5147 Non -woven polyester mat coated with
polymer modified asphalt and smooth
surfaced.
:\ST`1 D 5:4 Non -woven pcl'.ster mat coated with
^ rncd.t7e,.1 asphalt ar.d surfaced
m ine-al
A,S7,'.
surfaced with mineral granules.
ASTM D 51.4 Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
ASTM D 5147 Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
ASTv1 D 5147 Heavy duty, polyester reinforced, asphalt
modified bitumen membrane
surface
Zuloaga, RRC
Roofing Product Control Examiner
Test Product
o Product Dimensions Specification Description
RUBEROID® % sq. roll ASTM D 5147 Heavy duty, polyester reinforced, coated
TORCH FR 90 lbs. with fire retardant asphalt modified
bitumen membrane, granule surface.
RUBEROID® 30 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with
92 lbs. polymer modified asphalt and surfaced
with mineral granules.
RUBEROID® 30 FR 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with fire
92 lbs. retardant polymer modified asphalt and .
surfaced with mineral granules.
RUBEROID Isq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer
ULTRACLAD® SBS 101 lbs. modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
Vent Stacks (metal PA 100(1) One way valve vent used to relieve built -
and plastic) ASTM D 1929 up pressure within the roof system. GAF
ASTNI D 635 Vent Stacks are available in metal or
plastic.
GAF Aluminum 5 gallons `one Mineral colloidal bituminous emulsion
reticcti.. a!unlinum flakes
Emulsion
RLBER ll) 109. Roll
SBS lbs.
RL; BEROID `ICD
Aspllalt
RUBEROID MOD
Asphalt L
RUBEROID MOD
Asphalt P
n T, � I.l
60 Ib. kegs
60 Ib. kegs
60 Ib. kegs
ASTM D 51 `.l o'.en ' 2ss mat coated
, di „e. a3: - 3'. s'. raced '.'. th a! •".it,
s :__.
SEBS modified alpha
SEBS modified asphalt
SEBS modified asphalt
ranK Zutoaga. RRC
Roofing Product Control Exarn.ner
Product
GAFTEMP
Composite A
GAFTEMP Tapered
Composite A
GAFTEMP
Composite N
GAFTEMP Tapered
Composite N
GAFTEMP Tapered
Isotherm R
GAFTEMP Tapered
[so 'terrn RA
GAFTT\IP Tapered
[sother -i RN
GAFTEN1P
GAFCA`Tr"
G.- \FT£`rP
G.AFE7CET`t
Ta per S:::"
C- \FTEV.?
Jam: ru
SNing!e- MateT"
L rder1ayment
Test
Dimensions Specification
Various
Various
Various
Various
Various
Various
Various
Various
Various
V1; icll5 S,Z °_S
4 sq. roll
30 lbs.
GAFTITE® ASAP 500 per box
PA 110
PA 110 Tapered Polyisocyanurate/wood fiberboard
composite
PA 110 Polyisocyanurate /wood fiberboard
composite
PA 110 Tapered Polyisocyanurate.'wood fiberboard
composite
PA 110
PA 110
Product
Dcscrintion
Polyisocyanurate /wood fiberboard
composite
Tapered polyisocyanurate foam
Tapered polyisocyanurate foam
Tapered poly isocyanurate foam
Cut perlite boar,.
Tapered
?e,.,.., bo27
Fiberglass reinforced shingle
underlayment
PA 114 Pre - assembled fastener and metal and
plastic plates
ran K Zuloaga, RRC
Roofing Product Control Examiner
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Product
Pyrox various
ACFoam 1 various
ACFoam II various
Hy -Therm Nail -line various
Hy- Therm SP various
Hy -Therm .AP various
Hy -Therm Stable R various
•
- 2 —k fast Hex P.a:_ : 7 3 x
3 1/4
Test
Dimensions Specification
Product
Description
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
P.-\ 110 Polyisocyanurate foam
insulation
PA 110 Poly isocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation.
PA 110 Polyisocyanurate Foam
insulation
PA ! 10 Pol isocyanurate F on-,,
insulation
and concrete decks
PA 114 Galvalume hex stress plate.
DekFast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate.
Manufacture
Apache Products Co.
(with current PCA)
Atlas Energy
Products
(with current PCA)
Atlas Energy
Products
(with current PCA)
Celotex Corp.
(with current PC,-\)
Ce!otex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with Current PCA)
Fasteners Inc.
(\' ith current PCA)
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
u oaga, RRC
Roofing Product Control Examiner
Test
Product Dimensions Specification
Dekfast Fasteners
#14
Dekfast Fasteners
#12
MB aluminum roof
coating
M:n.32g3.x
Product
Description
PA 114 Insulation fasteners for Construction
concrete decks Fasteners Inc.
(with current PCA)
PA 114 Insulation fastener for steel Construction
and wood decks. Fasteners Inc.
(with current PCA)
[SO 937 Composite PA 110 Polyisocyanurate / perlite Firestone
ridged insulation (with current PCA)
Asphalt ASTM D 312 Type [I[ or IV Hot asphlat generic
bitumin adhesive
Asphalt Primer ASTM D 41 Asphalt Primer generic
EPS various PA 110 Extruded polystyrene generic
insulation
High Density Wood various PA 110 Wood fiber insulation board generic
Fiberboard
Pelite. i 'rethane various PA 110 Perlite ' urethane con,: csite generic
Com; )s:::.-.. board insulation
P-rl! 1r:5..:a:•cn various PA . 10 Perlite in;u!atior. h_....
Manufacturer
12 ring shank na
Corrosion resistant circular genes ::
discs.
PA 121 Aluminum roof coating
Dens - Deck various PA 110 Gypsum insulation board.
Grundy Industries
(with current PCA)
Georgia Pacific
(with curren PCA
Frank Zuloaga, RRC
Roofing Product Control Examiner
#12 Roofgrip
#14 Roofgrip
Gripdek Fastener
Hexcel Fastener
Hextra
Standard Plastic
Plate
ISO 95—
E'NRG'Y -2
ISORoc
Test
Product Dimensions Specification
Olympic
Polypropylene
3" round
various
various
various
3.25 ' round
PA l I4
PA 114
PA 114
PA 114
PA 114
PA 114
PA 110
PA 110
PA 110
Product
Description
Insulation fastener for steel
or wood decks
Manufacturer ( 111P'
ITW Buildex
• (with current PCA)
Insulation fastener steel, ITW Buildex
wood or concrete decks
Insulation fastener
Insulation fastener
Insulation fastener and metal
or plastic plate
Polyolefin plastic plate
Polyisocyanurate foam
insulation
Polyisocyanurate f�
. Cck'.vcoi
P
PA 114 Polypropylene
plastic plate
(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)
Polyisocyanurate foam NRG Barriers, Inc.
insulation (with current PCA)
NRG Barriers, Inc.
� .... cu- .,. PC.A
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
Product
' Olympic Fastener
#12
Olympic Fastener
ASAP
Olympic CR Base
Felt Fastener and
Base Sheet Disc
GlasFast Fastener
Paroc Base Board
Paroc Cap Board
`tu!ti - �t1x
s•. . :xx
Ins l Fixx P
Rawl Fasteners
4 12
Dimensions
various
various
various
3" round
Test
Specification
PA 114
PA 114
PA 114
PA 114
PA 110
PA 110
PA HO
PA
PA 114
PA 114
3:
Product
Description
Insulation fastener
Pre - assembled Insulation
fastener and plate
Insulation fastener assembly
for Base Sheet fastening
only
Insulation fastener assembly
with recessed plastic plate
Rockwool insulation
Rockwool insulation
Polviscc'. ;e
insu!a ; ;cn
Insulation faste,,.,
and wood decks
3" round polyethylene stress
plate
Insulation fastener for steel
and wood decks
Manufacturer
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Owens - Corning
Fiberglas Corp.
(with current PCA)
Partek, Inc.
(with current PCA)
Partek, Inc.
(with current PCA)
Rmax. Inc.
h c.u,en: PCI.
PCA,
SFS, Stadler
(with current PCA)
SFS /Stadler
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Con!rol Examiner
Product
Rawl Fasteners
#I4
Rawl 2" Plate
Rawl 3" Plate
Rawlite 3" Plate
Super Prep If
Tru -Fast DL
Tru -Fast Plastic
Plate
has: ,-
c ast DP
Tru -Fast TP
Structodeck
Test
Dimensions apesiticati
2" round
3" round
3" round
3.04" round
rvl :
various
PA 114
Product
Description
Insulation fastener for use in • The Rawlplug
steel, wood or concrete • Company Inc.
(with current PCA)
PA 114 2" round galvalume AZS5
membrane plate
PA 114 3" round galvalume AZS5
steel plate
PA 114
3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
PA 12: Roof coating
PA 114
PA 11;
, Z :0
Insulation fastener for steel,
or wood
3.04" round pol�c:h� le.._
plastic plate
S :a.nless S',eei :e
use in steel, wood a-..d
concrete decks
P.A H
PA 114 Insulation fastener for use
steel or wood decks
PA 110
Insulation fastener for use
steel or wood decks
High density wood fiber
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 curren: PC.A'
. r'.:-CaSZ
PC.A
r',. -Fast
:... :urr_,,: PCA)
in Tru -Fast
(with current PCA)
in Tru -Fast
(with curren PCA)
Wood Fiber
ndu seri
cu
Frank Zulcaga, RRC
Rooting Product Control Examiner
f
,EVIDENCE SUBMITTED:
Test AQCncv
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory `tutual Research
Corpora: ion
Underwriters
Laboratories, Inc.
Dynatech En_ineerin,
Corpora:ic:'
Test Identifier
FMRC 1996
J.I. 1 V8A4.A`I
1.I. 2B8A4.AN1
1.I. 3B9Q1.AM
1.I. ODOA8.AM
1.I. ODIAB.ALt
1.I.0Y9Q3.AN1
1.I. 3X3A2.AN1
1.1. OY9Q:.AM1
R1306, 87NKI 1819
- `3600.02.95 -1
Description
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 44704
Wind Uplift
Fv1RC 4470 - PA 114
Wind Uplift
FN1RC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Fire Resistance Classification
UL 790 -P:A 114
Wind Upli;r.
PA 1 1 4
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
2
Frank Zuloaga, RRC
Roofing Product Control Examiner
•••■•• v. I \ 11/4„/1
, Deck Description: PO / or greater plywood or wood plank decks
System Type A(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®,
GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable,
RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with
approved annular ring shank nails and minimum I s / tin caps at a fastener spacing of 9"
o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the
field
Ply Sheet: Two or three plies of GAFGLAS® PLY 4®, GAFGLAS FlexPly 6 or GAFGLAS® PLY
6® ply sheet adhered in a full 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
Ibs..'sq..
Surfacing: (Required if no cap sheet is used) Install one of the following:
I.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gai./sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. = :0' 4); plus grave! or slag
an application rate of 400 lbs. /sq. &. 300 lbs. /sq., respect. ..
psf. (See Genera'
\- 3 -3 -C. ` B . t B G. ti -B -- -G '� `
3 t C,P5 N- 3 -5 -C, ti- 3.3 -C. PC,
Frank Zuloaga, RRC
Roofing Product Control Examiner
Wood Deck System Limitations:
I A slip sheet is required with Ply 4® Flex Ply' 6 and Ply 6® 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..
Frank Zulu;., RRC
Ruutin, Product Control .
,G ENERAL LIMIITATLONS:
I Eire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Direc.ory for fire raaings of this product.
lnsulation may be applied in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping o f
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.
t An overlay and /or recovery board insulation panel is required on all applications over closed cell
roam 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 sidelap and one down the center or the sheet
allowing a continuous area of ventilation. Encircling or the strips is not acceptable. A 6" break
shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either'
system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited
to a maximum design pressure of -45 psf.
Fastener sparing for insulation attachment is based on a `liair.?um Cl'aractcristic Force (F) val1:c
o 2T5 UDC., as tested in compliance with TAS 105. If the t astener',alue, as field- tested. is bolo'•'.
insuiation attachment shall not be acceptable.
6 Fas•-ner spacing for mechanical attachment of anchoribase sheet or In ::nbrane attachment is base1
on a tn:nimum fastener resistance value in conjunction with the maximum dcsi_en value listed
within tl e specific system. Should the fastener resistance be Tess than th,it required, as determine:;
by the Building Official, a revised fastener spacing, prepared. si_n'_d and sealed by a Florid.:
Registered Engineer or Architect may be submitted. Said re\ (.;s :ever spacing utilize Oa.:
withd-a'..:l resistance value taken from Miami -Dade Pratocol T :'•.S 103 and calculations
ith Nliaini -Dade Roofing Application Standard R. - \S
corner areas shall comply v.!tll the
�._.. •..•r.oliance'.' '.l Cl'apter __ F;...
_ shoe
T-\S - I \\ !1C:1 (ll .
t!lk NO:. 11. , 1'. .
•
iesigned press ;,re limitation listed shalt be applica'c _ z.,. _s •
corners). No ra ana :ysis. nor extrapolation shall ce permitted for eni anceo.
fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
Frank Zuloa ;a, R:tC
Rooting Prod :e: `an:ro
i Renewal of this Acceptance (approval) shall be considered after a renewal application has and the original submitted documentation, including est supporting � lii been
documents, are no older than eight (8) years. g PPorting data, engineering
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 initiall
submitted, is no longer practicing the engineering profession. y
4 Any revision or change in the materials, use, and /or manufacture of the product or process shall
autcma:ically be cause for termination of this Acceptance, unless prior written approval has been
requ; -sted (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
°the; purposes.
The �' e or Acceptance number
ords \t;a
• b: • :r dare ., a� be diseia'.e� a o
c: ^ . ::,., :s ;s: a
a: ejo si'e at al; times. The copies s �..: :e a'.a:'�able r',�
ies reed not be resealed b■ the engineer.
Failure to comp) w; :h any section or this Acceptance shall be cause for termination and removal
.Acceptance.
This .Acceptance contains pages I through 32.
END OF THIS ACCEPTANCE
NO I OF CCEPTA CE STANDARD CONDITIONS
J:
Frank Zuloaga, RRC
Roofing Product Control Examiner
•
•
d
0 ' C OF A CEPTA CE STAND ' RD CONDITIONS
I
Renewal of this Acceptance (approval) shall be considered after a renewal a lication has
filed and the original submitted documentation, includin test supporting been
documents, are no older than eight (8) g pporting data, engineering
)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) lithe 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
autcma:ically 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, ad'.ertising or any
other purposes.
Th \_.:.e of Accep:ance number preceded b: s
xpiration da :e may be d:solave.O
m•ar , ra;.,urcr Cr , :5�'3u nu:Cr a. (f for •
-. :.:., 3 : ob site at all times. The copies need not be resealed by the engineer.
Failure to comply with any section of this Acceptance shall be cause for termination and removal
of .Acceptance
y his .Acceptance contains pages I through 32.
END OF THIS ACCEPTANCE
3:
Frank Zuloaga, RRC
Roofing Product Control Examiner
riled
1 -Jr v
at 50
,s• '•(ems.
AS
'ovs _re G2t
Foam: - incline: 1/4 -
foam 3o3 I "" or "Poly -Iso Special" with "Polyfoam 251" or "Poly-
• Base_ min
at: One or two applicetions "Gacoflex UB -64 ", 1 gal /sq/
application (12 -24 dry mils).
Surfacing: " Gacoflex UA-65" Series 1 gal /sq or "Gacoflex
applied at 1 -1/4 gal /sq (12 dry mils).
Deck: NC Incline: 1/4
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly-
foam 303 ", 1 in. min.
Base Coat•. One or two applications "Gacoflex LB- 7050 ", applied at 1
gal /sq /application or three applications, applied 1 -1/4 gal /sq/
application (16-32 dry mils).
Surfacing. "Gacoflex CA -65" Series (various colors), applied 1 gal sq
(12 dry mils).
Deck: NC Incline: 112
Foam: "Poly -iso" or "Poly -Iso Special" with " Polyfoam 251" or " Poh• -
foam 303 ", 1 in. rrun.
Base Coat: One or two applications "Gacoflex L13- 7050 ", applied at 1
gal; sq 'application or three applications, applied 1 -1, 4 gal. sq
application (16 -32 dry mils.
Surfacing: "Gacoflex L'A -b0" Series (various colors), applied 1 gal sq
(I5 dry mils).
Deck: NC Incline: 2
Foam: "Poh• -Iso' or "Poly -Iso Special" with " Polyfoam 251" or "Poly -
team 303 ", 1 in. min.
Base Coat: "GacoSil 5- 1000 ", applied at 1 gal sq (10 dry mils).
Surfacing: "Gacotlet S- 1000 ", applied at 1 gal sq (10 dry mils).
Deck: NC Incline: 1
Foam: "I'd! 251" or "Polvfoam 303 ", any thickness.
Surfacing: Gac. r1ex Ure- Shield '007 ", 40 dry mil_.
Deck: NC incline: 2
Foam: "Poi•. :earn 275 ", any thickness.
Base Coat: ' Cac "riex .A- 6211 ", 1 -1 2 gal • sq (14 dry mils;.
Surfacing: " .A -62C0" series (various colors), 1 -1. 2 gal s. , 14
dry mils).
Deck: \C Incline: 2
Foam: Polv:o am 251 " Polyfoam 275" or " Polyfoam 303", any thickness.
Base Coat: Cne or :•.wo applications "Gacoflex LB- 7050 ", applied at :
4a1 sq., application ' :6-32 W-v mils,.
Surfacing: C^.e app cation of 'Gacorle\ A -55 Se:es" ( various colors
' riled at i-: 2 al :q. (15 dry mils!.
Deck: \C Incline: 1 4
Foam: 'P ..,.. 251'. 'Polyfoam _ or i'
Ba se Coat: - .ac et ''B
:•G _ .. ..
T rowel Coat • - :mesh ...,:hid ..a; u:..',. r',trd a: a ra :e
• :.. - ex _ B- applied a: : aal sq l',:
.3r= • ..., : : -: : r ^r
5urfacin mesh a: .._., re,: .. pLed ]t
--
g ' ^n,...,: ,e d a :. _ .;a, Jr.-
. 1F MATERIALS CORP R1306
:3e1 ALPS RD, «'.atNE NJ J74T0
RLBEROID 20" o: - RLBEROID Nfodified Base Sheet" may be utilized as ar.
mate to Type G2 ease sheets in any of the following Classifications.
2 in. thick (rrun) gypsum board or 1, 4 in. thick (min) Georgia - Pacific
-_ns- Deck®" over!avment board may be used in any existing noncombus-
e deck Classification. When this is done, the resulting rooting system is
:eptabkfor use over combustible (15i 32 in. min) roof decks. The joints in
• • • : d and overlayment board are offset 6 in. with the joints in the
e is part of the roof system, it must be placed below the
plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to
hot asphalt.
atavent Nailable Base Sheet" may be mechanically attached
over noncombustible decks and as a recover over existing roof
perlite Insulation may be utilized as a cover board over "EVER -
ation in anv of the following systems.
LT FELT SYSTEMS WiTH HOT ROOFING ASPHALT
halt glass mat base sheet ("GAFGLAS 475 Base Sheet" or
•:FGLAS #80 Premimum Base Sheet" ) is a suitable alternate for Type GI
: ':alt glass fiber ply sheet ■" GAFGL.AS Plv 4" or "GAFGLAS Plv 6" .) in the
LOOK FOR THE UL MARK ON PRODUCT
sheet "GAF ""' 444.7t r< wrracu wuna Type (,2 asphalt GAaGLAS mat
GLAS Stratavent (Vent -Ply) perforated" or
(Vent -Ply) for nailable decks". Perforated to be mopped and nailaSb trata
mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet (" GAFGLAS #75
Sheet", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Strata
(Vent -Ply) for nailable decks" ) may be substituted for CI asphalt ass
ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base pl
the following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or meth tally fastened.
Unless otherwise indicated, all insulations may be hot mopped or medically fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for fl
ashin
Class A, B or C systems listed below. gin any o the
When "perlite" is referenced, this includes "GAFTEN(P PERNLALITE; • or
any other L'L Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in anv of the Class A.
B or C systems listed. .
Structural cement fiber building units are considered suitable to be included
as a deck in the following Class .A, B or C systems listed over C -15 32 o \C
The use of gypsum board under anv of the following Class .A. B or C system
does not adversely effect the rating. The use of 1 2 in. min gypsum board ;s an
acceptable alternate for insulation over C-15' 32 decks.
The use of polystyrene insulation hoard between min 3 4 en. perlite board
and deck with rosin paper (perlite 'rosin parer polystyrene, perlite) is a
suitable alternate for isoc'vanurate board in the following Class .A, B or C
systems.
"GAFTEMP Isotherm RA ", "GAFTENIP Tapered isotherm RA ar.d
" GAFTEMP Composite .A" :nay he substituted ;cr any isocyanurate insulancc
in any of the following Classifications.
Trambull "Perrna Mop" may be utilized with any of the followinc 'Asphalt
Felt Systems with Hot Roofing .Asphalt ".
GAFGLAS 4S0 Premium Base Sheet may be used in any of the followers
systems.
" GAFglas Flex Plv ri" is a suitable alternate to " GAFglas Ply
' GAFTEMP Permalite Recover Board" may re used in lieu or an'.
insulation in any of the following \C Classifications . pe l '
Class A, B and C
Hot roofing asphalt, for use with organic ar.d glass felts or rid ; : :, d S: r -- ^
membrane;.
'R;:heroid Heat Ixeld SBS roofing memhrarer ma% be used
'Ruberoid Mop ' SBS products in any applicable Classification :
Class A
1 Deck: C -15 32 Incline:
Insulation (Optional,: Ore r..r n. se :a•;r-s pr-'::e
..ter rl'c'. i ^:I 'a: " . . •' r. -^c'r !:c' , ... .... �`
..-r :hare .., ;e . ti� _... ^c: �'.... ....:c -
PI Sheet:
Surfacing: Gra'.
Deck: C- 32 incline:
Insulation (Optional): 3
see iscc ;a.^.,,._ e .ire.`ra. C
.i :ethane cor :e. %w d : .._r.,. : i os:t r .:: _ •.
tnickness. r^ •c • :te r-
Ply Sheet: Three or more '.a•.rrs Tyre GAFGLAS 71% 4 it
"GAFGLAS Ply b.•
Cap Sheet One laver Type G3 GAFGLAS Mineral Surfaced Cap
Sheet ".
Deck: NC Incline: 2
Insulation (Optional): One or more lavers 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 GI "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet One laver Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
4. Deck: NC Incline: 1/2
Insulation: One or two lavers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any LT. Classified gravel surfaced C1asi .1 asphalt glass fiber
mat system.
5 Deck: C -15 32 incline: :
Slip Sheet (Optional): Red :osir raper. ra;led :o deck
Oats �� • Job Address
• • • • • • • .. •
10050 N.E. 2nd Avenue • Miami Shores, Flol S3148 •rijoiV: 305=195 -2204 • Fax: 305 - 756••8972
r Tax Folio
Description
:y.: c i /Lessee /Tenet
O .727'S Address 1 I
PERMIT APPLICATION 3 QI M!AMI;SUIIRES VILLAGE
Copt: _cling Co.
�. 9cr SS#
S = =c # Municipal #
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
7'II ERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER IINSPECTION.
Permit Type (circle one):
WORK .DESCRIPTION: ` =�sr
SL:uLr. Ft.
ELECTRICAL
'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, CONSUI:1 WITIH
YO1;R LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby mace to obtain a pernit to do work and installation as indicated above, and on the attached addendum (f applicable). I certify that
: v. ork will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for :.ill disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
r g;. hating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated.
S 1 nature of owner and/or Gnndo President Date
°� %.•:� , e•: Erndcd ws.
", s ;`,;e AL:.nt4..:ni it co, rao.
[ ES: PERMIT � - - RADON
\PPROVEi):
/.o ling
Mechanical
Building
• • • • •••
• • •• • • • • •
IleortcalI DeS atCd: � Yes
• • • • • • •
••• ••• •• • •
Master Permit #
•• • • • •• •••`'C�
P :orfi •
• • • • A ~ •
Date
Competency #
• �.' ►� Irv. , ; .
Estimated Cost (value)
Signature of Cont or O, -caner Builder Date
dt ry as to contractor or Bu
My Commission Expires. P.0 I . i'ec!ser
=�
y Cur irnissiin :!)150(!41
V Expires' uver:°ibe' 15, ;r:ft}E?
NOTARY ' e v uT BOND ...
y
Phone
PLUMBING MVIECIIANICAL
1/t .1 'p
4L
Electrical
7
Plumbing Structural Engineer
c , , Ins. Co. I
No
6
DRO OPING.;
t'lt I . / ;C
TOTAL DUE ,y • s
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit A.pliratios.Form
Section A •• •• •
. ° ° °.
Gtn°e a Irifr t
• •
- - -- m � 'an
Master Permit No.
Contractor's Name
Job Address
❑ Low Slope
❑ Asphaltic
Shingles
Process No.
44. •
69 IVE:111‘feh.*
•
� •
ROO TEOCA : ° •
•
0 Mechanically Fastened Tile 0
Mortar/Adhesive Sot Tile
0 Metal Panel /Shingles ❑ Wood Shingles /Shakes_
0 Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof dRe- Roofing ❑ R
ecovering 0 Repair ❑Maintenance
ROOF SYSTEM INFORIUI'ATION
Low Slope Roof Area (SF) Steep Sloped Roof Area SF
� ) Total (SF)
3) 5° 3) So
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,
scuppers and overflow drains. Include dimensions of sections and levels, clearl
identify dimensions of elevated pressure zones and location of parapets.
Section B (Roof plan
• °°
stem
Florida Building Code Edition 2002
High Veloci Hurricane Zone Uniform Permit A.. '-=Eon Form.
' • • ••• • •
Section C L•aw s �o'. J of S •
•
Fill in Specific Roof Assembly Components •
and Identify Nianuf cturer
(If a component is not used, identify as °NA") •
System Manufacturer: :••
NOA No.:
Design Wind Pressures, From RAS 128 or CalcelatioAS •
•• •
Pmaxl: _ Pm
Max. Design Pressure, From the Specific NOA
System:
Deck:
Type:
Gauge/Thickness:
Slope:
Anchor /Base Sheet & No. of Ply(s):�_
Anchor /Base Sheet Fastener /Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of Fly(s):
Base Sheet Fastener /Bonding Material:
.::.e:f(s) %• id.: ui P!y��)
PIy Sheet Fastener /Bonding Material:
Top PIy:
Top PIy Fastener/ Bonding Material:
Surfacing:
•
• • • •
•
..
•
•
•
•••
•
_ •
Fastener Spacing for Anchor /ease Sheet
.Attac4ument
• • • •
•• • • •
•Field: • • " a Lap, # Rows
"oc
Perimeter. " • oc na Lao. # Rows r, oc
• • • .
rGorner: ° oc @ Lap. # Rows
• @ " oc
Number of Fasteners Per Insulation
Board -
Field
Perimeter Corner
Illustrate Components Noted and
Details as Applicable: •
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Copkig, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material, Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
F
7FT.
Parapet
Height
Mean
Height
r►orida Building Code Edition 2002
Hi•h Veroci Hurricane Zone Uniform Permit A..ticatio
Section D
Roof Slope:
ca--: 12
•
Minimum Design Wind [Pressures, • If • • • •.. .
.Appltcable (PrOh'ti RAS 127 or Calculations)
P1: ql P2:10Ot b p3: '00I
Method of tile attachment: Po y Fo
f ge Ventilation?
Stee Slo ed Roof S stem Descri do
n
Deck Type:
ype Underlayment:
Insulation:
Fire Barrier:
N V 'Tr`fi) f
Fastener Type & Spacing:
\Adhasi•ie „'ypz:
ype Cap Sheet:
Roof Covering:
r
Type & Size Drip
dge:
rot
Section E
For Moment based tile systems, choose either Method 1 o1 Cam
for M, with the values from M If the M value's are gteater:t)nas o equal
values, for each area of the roof, then the tile qltachm8nt >met •'tc>sp1?�d the values
p to the Mr ••• ••
ho dysatable.
�� tb a I t
x
ba
1 "Mo • :
( n t Based Tile Calculations Per 1&,S 127"
2 Q� �" — DIg: r �• -1►I , • • • • VOA 14I
— Mg: � — ICIA y i :.. . 1`OA M, . oo rb �
NOA Mr ro
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below
NOA M
(Pt
(P2 :
(P,
*`lust be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for Ft.,with the
values for F If the F' values are greater than or equal to the F values, Por, each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per IAS 1279
— ev •
X l:
x l:
Florida Building Code Edition 2002 � _
High Veloci Hurricane Zone Uniform Permit Ap.lic
Tae's Ea. ei ®n
5
n°s ■en Pressure PI or P2 or P3 , Where to find
RAS 1..7 Table 1 or by an engineering analysis prepared by PE based on
Mean Roof Het - t ' 7
Roof Slope lob Site
Tile Dimensions
Calculated
NOA
I= length NOA
All calculations must he submitted to the Building Official at the time of . ermit a..Iicatiun.
�9:
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRTD OWNgg NOTIFICATION FOR ROOFING
CONSJDER4T1 NS :: '.
• •••• •
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the crantent of this section.. The provisions of Chapter
15 of the Florida Building Code, Building govern.tl>:a jninicnurirrgquirerrlents and standards of the industry for
roofing system installations. Additionally, the, fp91¢vtng.itedis:sD®uld Ile 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.
r
L-_ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) 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 part 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 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed 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 contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
LA 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 Florida Building Code provides the
option of maintaining this appearance.
G--" 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.
1--5 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 the Florida Building Code, Plumbing.
L_ c- ) 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.
1 •
• w eer's/Agent's Signature
CAOOCL'91E -I cop'LOCA LS- 1\Ttmp'SECTION 1324.dc0
• • ••• • • • •••
• • • • • • • • • • • •
• • • • • • . • 0 • •
• • • • •• • • •
• • • • • • • •
• • ••• • • • • •••
/3/03
Date
Contractor's Signature
v••• Ly ,3gcr 1 ggtiU
MIA
81 ti LD1 NG CODE CON PL!ANCE PFiCE (BCCO)
PKODCCT CONTROL')IVISION
NOTICE OF ACCEPTANCE (VOA)
Monier Lifetile, LLIe
.. • • • .. . ••
. .. ••••••• •
1.35 NW 20` Street • • • •
• • • • • . • • •
•• • • • • • ••• ••
Boca Raton, FL 33431
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction raterials.
1 he documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
t}ic Authority Havint: Jurisdiction (AEIJ).
1 his 1°• OA shall not he valid after the expiration date stated below. Thc Miami -Dade County Product Gintrol
Iivision an Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the nght to
lave this product or material tested for quality assurance purposes. If this product or material fails to pt rform in
accepted manner, the manufacturer will incur thc expense of such testing and the AHJ may itrunedi itely
r ®vok':, modify, or s>>spend the use of such product or material within their jurisdiction. BORA reserve s the right
to revoke this accepiancc, if it is determined by Miami -Dade County Product Control Division tha; tihis product or
niter .al fails to meet the requirements of the applicable building code.
his ;iroduct is approved as described herein, and has been designed to comply with thc lligh Vcllcity hurricane
.yonc of the Florida Building Code.
DESCRIPTION: Villa, Roli, and Capri Concrete Roof Tile
LAPELING: Eacl unit shall bear a permanent label with thc manufacturer's name or logo, city, ;tate and
following statemere: "Miami -Dade County Product Control Approved ", unless otherwise noted ha:rein
RE''EWAL of chi; NOA shall be considered after a renewal application has been filed and there has been no
chan ;e in the applicable building code negatively affecting thc performance of this product.
TEi'.MINATION of this NOA will occur after the expiration date or if there has been a revision or c range in thc
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement r,f any
product, for sales, advertising or any other purposes shall automatically and removal t o NOA this NOA. Failure t r comply
with any section of this NOA shall be cause for
by
ADVERTISEMENT': The NOA number preceded by h u e. words Miami-Dade the NOAH Honda. and d, foll hall
the xpiration date may be displayed in advertising lit I any y portion
be done in its entirety.
I SPECTI P copy of this entire NOA shall be provided to the user by the manufacturer or its d stnbutota
and shall be available for inspection at the job site at the request of the Building Official
Thi.; NOA consist; of pages 1 through 7.
The submitted doe umentation was reviewed by Frank Zuloaga, RRC
ABC 11130 -TILE
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • • MiAM1- DADECOtR4T t.
METRO -DADE FU1t;LER.
• • •140.WEST FLACLER STREET. a urn 1 • • • • • • • • • • • MIAMI, FLORIDA 33130-1561 • • • • • • (305) 375-2901 FAX (3CS) 375.3,9011
••• ••• •• • •
•
NOA Nc. 014205.
E:piratton Date: 12116/07
Approval Date; 01/021
!age 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category:
M.iterial:
1. SCOPE
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
M infer Lifetile LLC 1= 16'A"
V. tla & Roll w = 13"
'/" thick
micr Lifcitile i.LC
C:'pri Tile
T im Pieces
The Center for Appli :d
i ;ngineering, 1r c.
:'hc Center for Applied
:ngi . ng, Ir c.
r P«
2 1 SUBMITTED EVIDENCE:
Test Az:ncv
edland Technologies
t .cdland Technoiogies
I .edland Techn 'logics
.+.+.9 d1
••
LLL w Profile Roofing r es
Concrete
L = 17"
CAI= 12 3 /
A" thick
= varies
w = varies
varying thickness
• • ••• • .• • • ••
•... • •• •
• . • • • • • • • •
• • • • ••• • • • • •
• • • • • • • • • • • •
• • ••• • • • • • ••
•
Test identifier
7161 -03
Appendix Ill
7161 -03
Appendix II
PO402
94 -0609
94 -084
U311-TILE Phr
•
••
•
•••
•
• •
••
••'
• •••
•• •
•
• • •
••••
• •
•• • • . •• ••• ••
• • •
• •
This renews a system using Monier •L•ifetile V111a! Rot• 'uM Capri Concrete Roof Ti e, as
manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For
locations where the pressure requirements, as determined by applicable Building Cod,: does not
exceed the design pressure values obtained by calculations in compliance with RAS 12:' using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
Test
Specifications
PA 112
PA 112
PA 112
Test Name/Report
Product
Description
Low profile. interlocking. high pressure
extruded concrete roof tile equipped wi:h one
nail hole and double roll ribs. For darer t deck
or battened nail -on, mortar or adhesive set
applications.
Low profile. interlocking, high pressure:
extruded concrete roof tile equipped w:th one
nail hole and double roll ribs. For dircr:t deck
or battened nail -on, mortar or adht sive sct
applications
Accessory :'inn. concrete roof pieces fcr use
at hips, rakes. ridges and valley termin :itions.
Manufactured for each tile profile
Date
Static Uplift Testing Dec. 1991
PA 102 & PA 102(A)
Wind Tunnel Testing Dec. 1991
PA 108 (Nail -On)
Withdrawal Resistance Testing of ;.ept. 1993
screw vs. smooth shank nails
Static Uplift Testing Mardi, 1994
PA 101 (Adhesive Sct)
Static Uplift Testing May 1994
PA 101 (Mortar Sct)
NOA No.: 02.1205.05
Expiration Date: 12/16107
Approval Date: 01/02/03
Page 2 of 7
Test Anna
Re( Hand Technologies
Rey tland Technologies
Prc Service
Industries, InC.
Thi: Centcr for Applied
Engineering, Inc.
T1 ,: Center for Applied
Er ginecring, Inc.
Tt'c Center for Applied
En gineering, Inc
Tl :c Center for p pplied
Ei ,ginccring, Inc
Tic Center for A.pp1ied
Engineering, Inc.
T'ic Center for Applied
E iginccring. Inc .
1 he Center for , \pplicd
E r gincering,
( elotcx Corporation
esting Services
Walker Engines :ring. Inc.
Walker Engine' :ring, Inc.
'•Valker Enginc•:ring, Inc.
4alkcr Engine -ring, Inc.
' Engincering, Inc.
Walker Engineering. Inc.
• •
•• ••
• • • •
• • •
`!rest Identifier •
P0631 -01 •
••
•
Letter Dated Aug. i i •
1994
224 -47099 ••
25- 7094 -1
25- 7094 -7
25-70944
Project No. 307025
Test #MDC -762
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
••
528454 -2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
.Volker Engineering. Inc. Evaluation Calculations
•
•
•
•
•
•
• •
•
•:
ABC 0130 —TILE
• • • •••
• • • • • • • •
• • • • • •
••• • • •
If
Wind Tupnel besting
1'4 101 :(101ott fr Set)
Vl�iad Terp te4 Fisting
PA 108 (Nail-On)
Physical Properties
• •• • ,P A 11
Static UplifCTesting
• • • • , ISA • i02
(4" Headlap, Nails, Direct Deck,
Ncw Construction)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Rccovcr/Reroof)
Wind Dnvcn Rain
PA 100
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Sc-cws. Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Dircct Deck)
(1 Quik -Drtvc Screw, Battens)
Static Upl :f: Testing
PA 101
Aerodynamic Multiplier
25 -7183
25-7094
•
••
25 -7496
25 -7384
25- 7803b -8
25 -7804- & 5
25- 7343 -6
Aerodynamic Multipliers
Evaluation Calculations Two Patty Adhesive Sct System
1DWit!'
1July 19)4
Aug. 1594
Sept. 1994
Oct. 1S94
Oa. 1! 94
O:t. 1'194
Oct. 1)94
r- :b. 1995
Feb. 1995
M arch. 1995
Sep. i 998
I)ec. 1993
1v,arcI 1999
Marct 1995
Fe arua. y 1996
April 1996
)ecc mbcr
1496
Apri 1999
April 1999
NOA 01-1205.05
Expiration Bate 12/16/07
Approval Mate: 01102103
F age 3 0(7
UZI V. ' LVV.I t'J. LM 7J+i'i7S
3. LIMITATIONS
Tile
Profile
Monier Lifetile
Villa. Roll. and
1 Zapri Tile
Tile Profile
Battens
5.57
Table 2: Aerod
Tile
Profile
Monier Lifetile Villa, Roll and Ca•ri Tile
• • .••
•• •• •
• • • •
• • •
• • •
• • •••
. • • • •••
3.1 Fire classification is not part of th accept r . . • . • o • •
3.2 For rtartar or adhesive set tile appleations .tame field up1i t test shal<1 be pc fon cd in
accordance with RAS 106.
3.3 Appl.cant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test i t accordance with 'F r S lit. Qiveitaix3X testing shall be submi9ted to
the Building Code Compliance Office fartcpit v •.
3.4 Mini num underiayment shall be IA c8rripliance v3itlb• the tpplicable Roofing Auplications
Standards listed section 4.1 herein.
3.5 30/41) hot mopped undcrlayment applications may be installed perpendicular to the root slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components stall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RA: 120.
4.2 Data. For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w
Weight -W (lbf)
Monier Lifetile Villa and Roll Tile 9.1
ytonier Lifetile ;,apri Tile
ABC 0138-T1L 'r°
• • • •••
• • • • • • •
• • • • • •
••• • • •
• • • • •
• • • • • ••
namic Multipliers - 1.4') — ---�
A. (ft
Batten A lication Direct Deck A Elication �
0.267
Table 3: Restorin • Moments due to Gravi
3 4 ":12" 5 ":12..
Length -1 (ft)
1 33
1 42
6 ":12"
Width -vg :ft)
1.08
1.03
7 ":12°' or
ctrea'.er
Direct Battens Direct , Battens 1 Direct ! Battens
Deck I 1 Deck 1 1 Deck I
6.18 , 5 3 1 6 05 5.24 11 5.90 T 5.0 L
Direct
Deck
5.73
NOA 4o.:0: -11
(Expiratcoa Or 12/1610
Approval Date Ot/02103
Page 4of7
CMG. CO.,' ay.•••
Tile
Profile
Monier Lifetrle
V i 9, Roll. and
Ca.ri Tile
• • ••• • , • • •••
•• •• • • • •• •• •
• • • • • • • o • •
• • • ••• • • •
Tabi' 4: Attachment Resistande ExpteSsed as a Moment - Li, (ft-1130
for Nall -On Systems
Direct Aec1C • • Rim .Deck
(min'S/32• e • : ° Itt!in.19f
plywood)• • • • i
2 - 10d Ran ' Shank Nails
1.10d Smooth or Screw
Shank Nail
2.10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
t -10d Smooth or Screw
.;hank Nail Field Cli
1.10d Smooth or Screw
Shank Nail Eave Cli
2-10d Smooth or Screw
;;hank Nails ! Field CIi •
-10d Smooth or Screw
<;hank Nails Eave Cli
2 Rin • Shank Nails
43.0
Installation w tit a 4' tile 'media and Easterners are located a min. of 21/2 from head of toe
Tile
profile
Monier Lifetile Villa. Soil. and
C See rt ifs °tufes t :apri Tile
" nenent a ro yal fo mstallatlon re uaeme 4.grams.
�— weight per patty Fl pro.iucts Company TileBond Average
Pof oam P•aduct. Inc. Avers a Vvei ht er at 8 rams. —`
Fastener Type
T2 bte 5: Attachment Resistance Expressed as a MO nt M, (ft-lbf)
for Two Pa Adhesive Set S tems
Tile Application
Till:
Profile
I Monier Lifetite Villa, Roll. poi
4 oam Pol Pro'
and C Tile — _._ — — -
Lame p ads y pEacement of 54 ram of Pol Pro"" .
5 Medium ad iacem f 24gr of P ow? %
Better; s
28.8
4.1
Adhesive
Taale 5A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
for Sin • le Pa Adhesive Set S stems
Tile Application
oam Poi Pro'm" 1J
7.1
22.9
49.1
242
22 1
34.E
32.:
50'1
Resistance
Minimum Attachment
Minimum Attach
Resistance
_
45.77
NOA No.: C2420
E:piratiorn Oaf 01/07 X03
MPPeovsa ID• fate s of 7
T. le
Prcdile
Mo nier Lifetile V lia, Roll. and
C.spri Tile
IVNt HOLE 1
11 -31tr i'- - -1 P?
• • ••• • • • • ••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • o •••
Table 5B: Attachment Resistance Expressed as a Moment - M,(ft -tbf
for Mortar.Set S terns
• •• • o• •
• • •
•
••• • • • • • o•• • •
S. LABELING
All tilts shall bear the imprint or identifiable marking of the manufacturer's name • r lo ;o, or
follow statement: "Miami -Dade County Product Control Approved ".
6_ BUILDING PERMIT REQUIREMENTS
6.1 P.pplication for building permit shall be accompanied by copies of the followir g:
6.1.4 This Notice of Acceptance.
6.1 .2 Any other documents required by the Budding Official or applicable buuldit.g
code in ordcr to properly evaluate the installation of this system.
PROFILE DRAWINGS
MONII R LIFETILE VILLA CONCRETE ROOF TILE
Villa
NOA No : 02 -1: *3.05
Espiradoo Data: 12/16107
Approval Date: O142/03
Pale 6of7
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•• •• •
• • • •
• • •
• • •
• • •••
• • •
• • •• .•
• • • • •
•• • • •
•
• • • •
• • • -
•••
•
•
•
•
MiONIER LIFETILE ROLL CONCRETE ROOF TILE
MONIER LIFETILE CAPRI CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
4OA Np.: 02- 1205.
ExpiPation ii ate:: 2/t610
Apprmvst Date: Ir1/02/83
Pave ? of 7
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 MIAMI -DADE:
THE UNDERSIGNED hereby gives r oslce 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.
. Legal description of property and street/address: 61 7 f q _ S ) '- 7 L (GL{'(•i i �
+ _ aa.
2. Description of improvement: Ke -rn
3.,n�er,(� rime and address:
interest in property: 0 /" -er
Name and address of fee simple titleholder:
4. Contra'ctor's name and address'
it 6. Surety: (Payment bond required by owner from contractor,
� Name and address° s ; NT
kl Amount of bond $
6. Lender's name and address:
I gna ure of Owner //
t( /( A
Print Owner's Name , � /91 /74-.S
Sworn to and subscribed before me this (-, day of
� ar
�� Bonded
.�'9� Atlantic Bonding
Notary Public
' Print Notary's Name
My commission expires:
123.01 -52 PAGIE4 8ro2
TAX FOLIO NO.
03R 12 11 659 2003 FEB 21 11840
s
7. Persons within the state of Florida designated by Owner Uportho no ces or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
R. In addition to himself, Owners 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:
S. Expiration date of thls Notice of immencement: (the expiration date is 1 year from the date of recording unless a
t date
Prepared by
204 ..
Addrgss' g-1155 Nc ' 1a St
Printed: 2/20/2003
Contractor KAWALEK PAUL
Local Phone: 786 -277 -9540
Parcel # 1132060130570
Signed:
,c(A
Applicant: ANDREW
Owner: OLIS A-1113REW A.4\
JOB ADDRESS: 67 NE 94 ST
Contractor's Address: 485 N. E. 90
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 20 & 21 BLK 4 LOT SIZE 100.000
Fees: Description
FEE2003 -1077 Building Fee
FEE2003 -1078 CCF
FEE2003 -1079 Notary Fee
FEE2003 -1080 Buildier's Bond
Total Fees:
Amount
$232.50
$7.80
$5.00
$300.00
$545.30
Total Fees: $545.30
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 8/19/2003 Construction Value: $13,000.00
Work: TEAR OFF EXISITING TILE ROOF REPLACING W A NEW MONIER COCNCRETE COLORTHRU ALL TILES SAME COLORTILE ROOF
If there is no permit package accessibe.pn the job -site for ins
fee is $50.00, which must be paid in advance before calling for a
This Permit is granted to the contractor or builder named above to construct the bu
ordinances pertaining thereto and with the understanding that the work will be perforn
and approved by the proper municipal authorities. This Permit may be revoked at an
authorization. A further condition upon which this permit is granted is the understand
ordinances and regulations pertaining to the work covered hereby whether shown on
by his agents, servants or employees.
Signed:
In consideration of the issuance to me of this permit, I agree to perform the work c
with the plans, drawings, statements or specifications submitted to the proper autho
myself, my agent, servants or employes.
a i t i g-- ° (Contractor or Bulkier)
av
018
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Page 1 of 1
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