ROOFINGPERMIT APPLICATION FGA MAMI SHORES VILLAGE
10050 N.E. 2nd / Avenue • Miami S Florida 33138 • 305- 795 - 220044
Date a Job Address A 5 i Tax Folio f \ ✓ a0 6 -o I�
Leg Description (6 4 2 , 6 Po r {- "`J p!5 /""/") Y g
Historical] Designated: Yes No
1 r3LA 3 Lo
Owner/Lessee/Tenet J & V t
Owner's Address
Contracting Co. Z4—EA
Qualifier 7 d k ig a ' 2 SS# Phone
State # C .GA__ oQ 6-( Municipal # Competency #
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIPTION: / E iZ 4
�( /9-� 43 0 77 ,2 c & / �i rl -/ 1/9D
-717
A) wJ'( ,v.9,E
Square Ft. 9 (000 / �� Estimated Cost (v
300 Sc j
Master Permit # B p .100 c.? //
Phone , . l �'/ �•
Address ":02-6) sw 1 / l [ 1i
r t— 4/ce,-3
Ins. Co.
`
ue) I i 000
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work 11 be done in compliance with all applicable laws
regulating construction and zoning. Furthermore, I authorize the above named contractor to do the L rk stated.
Signature of `. •r�C:fito LUZ AQUINO Date
. Public, State of Florida
m Aug. 23, 2002
r " "T ,/mmission No. CC769332
=- / ///
er
y Commission E
sident
0z
Date Not as to Contractor Date
Commission Expir
C.C.F ICl % e Z�
NOTARY
-. BOND DO
FEES: PER T o, 0 0 RADON
APPROVED: TOTAL DUES? t■ V / •
Zoning Buildin Electrical
Mechanical Plumbing Structural Engineer
rvva aa.� yr �.VlvuvltIVC.tJVItINI 1
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
02R046038 2002 JAN 24 14:46
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
1. Legal description of property and street address:
DoT E L«
2. Description of improvement:
3. Owner(s) name and address:
Interest in propery:
Name and address of fee simple titleholder:
Ri - i2Dof
- _ & , �P 6.i-160 -eeL
$ A-7w x(,)r-C.6 J �
4. Contractor's name and address: 7 V/ _a 7 '
,a 7 ' f.)f
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date isA / P year f the date of recording unless a
different date is specified) ` (
Signature of Owner -...__ _ -
Print Owners Name
Notary Publ
Sworn to . nd subscri
ed belore mef this
Print Notary's Name /�ia /cam /
My Commission Expires: • / --2 - 3 L'
W 7/7 -1,-
Y ,pla.".'ubli tat 91
o y
. _ o ' • °2002
z "' l� Commission No. CC769332
/1-32d6 dry
(v',7 3 42 e Pvc.- Pb Q -/3
-
STATE OF FLORIDA, COUNTY OF DADE
r HEREBY CERTIFY that this is a u "PY of the
original hied m t oft on
�►� , A D 20
WITNESS m y hand and Official Seal.
HARVEY RUVIN, CL RK, t int and County Courts
D.C.
t3 -
:)5 �� i'r' •
/mi /�'�
Prepre
by (`/7
Village of Miami Shores
10050 NE 2nd Avenue
Miami Shores, FL 33138
Phone: 305 - 795 -2204
Printed: 1/18/2002
Applicant: FELIPE
Owner: PIANELLI
Contractor ZARA INC Address: 420 SW 18 TERR
Local Phone: Cellular:
Parcel # 1132060190420
Job Address: 250 NE
Fees:
FEE2002 -352
FEE2002 -353
FEE2002 -354
91 ST
Description
Building Fee
CCF
Buildier's Bond
Total Fees:
Permit Status: Approved Permit Expiration: 7/17/2002
If there is no permit package accessible on the job -site for inspectors to verify, there will be no insope+i
fee is $50.00, which must be paid in advance before calling for - --- •
Legal Description: 6 53 42 EL PORTAL
Work: RE -ROOF TILE ROOF WITH MONIER COLORTHRU TILE
This Permit is granted to the contractor or builder named above to construct the t
ordinances pertaining thereto and with the understanding that the work will be perfoi
and approved by the proper municipal authorities. This Permit may be revoked at a.
authorization. A further condition upon which this permit is granted is the understan
ordinances and regulations pertaining to the work covered hereby whether shown or
by his agents, servants or employees.
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work cc
with the plans, drawings, statements or specifications submitted to the proper authori
myself, my agent, servants or employes.
Signed: (Contractor or Bu
Building Permit
Permit Number: BP2002 -118
PIANELLI
FELIPE
Amount
$255.00
$6.60
$300.00
$561.60
Construction Value: $11,000.00
Page 1 of 1
PB 9 -101 LOTS 6 & 7 BLK 3 LOT SIZE 100.000 X
Total Fees: $561.60
Total Receipts: $0.00
1
.
Deck type:
Contractor's Name:
ROOF CATEGORY
, (Mortar- Adhesive Set Tile)
❑ (Nail -On Tile)
� (Low Slope Application)
❑ (Asphalt/Fiberglass Shingles) ales &Shakes) ❑ (Other)
[1] ( Metal Roofs \Wood Shit ,
ROOF TYPE
0 New Roof X
[1 Re air ❑ Maintenance
1 /' Re-roofing 0 Recovering P
Total (ft`) ; �_. � �--- Master Permo �---
Area ft') �— Slope Roof Area (ft') — per ASCE 7 -88 table 1):
Exposure ( Building Classification category P
Exposure Category (per ASCE 7 -gg)
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed 4
cii,
Ft.
12101-78 5/00
Fastener Type:
Field:
ROOD 1LOPL
Appendix "E" .
UNIFORM ROOFING PERMIT A PPLICATION No.
DETAIL 1 & 2
SPACING
Job Address: _
• —; J / i
ir- C i
e $0111SelA
auto ) �11� S311OHS U1�d IPS.4
aueld l
ATTACHMEN
Perimeter: Corner:
page -1
ROOF PLAN
_ ,
J
Rid Ven
MEAN HEIGHT
Deck type:
Appendix "E"
UNIFORM ROOFING PERMIT A PPLICATION No.
SLOPED SYSTEM DESCRL'TION
Insulation:
^ t
ROOF SLOPt
D E T A t L 3
Fastener type & spacing:
(Pmaz �� X A, (Aerodynamic Multiplier)_' / -
l
X X ( A Multiplier): ) kei
��_' )
(Pmcix3
J x (Aerodynamic Multiplier
Cap Sheet:
Roof Covering:
T1LE CALCULATI( NS
m: G' /� M ��PCA:
8
mg: 6 /� •,Z� �IPCA:
= M
6,1? ✓` t �/ PCA:
Page -2
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
5104 APPENDIX "F"
4
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.
/ / 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 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 Nvith the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
concealed prior to removing the existing roof system)
r. 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.
f � r
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.
/ v 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.
/ 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.
r . 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 i extending the service
life of the roof.
Owner's /Agent's Signature ate
Signature
' C• T ractor's
ignature
MIAM I-DADE
BCILDLNG CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NO.A is betr.t.: Issued the arr and re2:alat.ohs . cor.st7act:oh.
The documental:DI". ,,,,, ..as bt:er. re:.:ev the '.3CC O and - Code and
ConitnIttee to be Lsed :it Dade CoL:.1 01 areas
Th:s NO.A rot be ar the a.e stated below.. The BCCO Dade and C
areas other thar Dade I reser:, e the h.a this prodhaot 1±. 10.7
asst.:zahce Tvt.:7 prod....c hr.atert.:: pet Or:Y. ::: the
:I :- i "'•-C—• 17): "2"._
that this product or :nater:a: talls to :nee thc rec or the applicable
ThIs prociuct is approved as diescrIbed hore:r.. and has bt.:er. c. o coinp:: v,tth. the Syt:th
Code. 1994 Edition for Mia:r.:-Dade Court■ 07 FlorIda Bhg Cc.
DESCRIPTION: GAF Conventional Built-Up Roof System for \Vood Deck.
RENEWAL of this NOA shall be considered after a renewa: app:teation has beer. f'.1eci arc: the: has beer ho
char.2.e in the aT. httild'Ii . code neuatIve:: arfectIn c. the perfortr.ance or this product.
TERIINATION of thIs NOA '0,:01.:7 after the expIratIor. date 07 IhC70 has beer. a rc\ ::CV. 0h:111:20
:ra1e13s. use. and 07 inaruracture or the product 07 process. Misuse \OA as ar. erciorse:y..oat ot
rrod't.:ct. for saes. ac:\ Jr ;11 purp•, 1a1 autornat:c.-111 thIs FaIIre
• at' S001101'. Of NOA s b at:sc ror IC 7.11:or. and re:no\ a: orNO.A.
ADVERTISEIENT: The NOA r.t.mber pr.d:ceCied .-.):"C.S CoLtItt. F:orIcta. 3r.a rol:ow
the expiratIon date IT:ay be dIspla%coi :a ad% enisinu ::terature. If al:' or the NOA Is dIspla: ed. then It sha::
be done :r its enttret\
INSPECTION: A cop:. o( 1:s 0:11:7 NOA sha:: be r7TY.:C.0C. 10 LSC: the :;fall:: 07 :tS dist:Mt:tors.
arld' shall be available for :aspect:or. at the :oh site at the 7: of the BuI:dind
This NOA consists of pages 1 oe 23.
The submitted documentation was 7•0% ec h Frank Zuhoaoa. P.RC
MIAMI-DADE COUNTY. FLORIDA
METRO-DADE FLAGLER BLLLDING
140 wEST FLAGLER STREET. SUITE 1603
MIANII. FLORIDA 33130-1563
(305; 3 FAX 3051375-290
NOA No: 01-0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 1 of 23
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressu -e
Fire Classification.
Product
G.
G.AF \. ,...._ _
Fibered 30: E:r.uisot:
GAF Pre :.iu::: Fibe.ec.
R:iDf CDatine
ste :r. Pro
Aluir:ii u:r. Roof Coatir.i:
Fibered =01
GAF Seth ��. :..
P:ast:c
Star.,: :arc: \Vet D-, Roof
Cement 20-
RLBEROID =
Bitemer. F:.._..:r.
Cem.ert
ietbiaci
F'.as'.:ir._ Ce : : :_•:t
GAFGLAS _
GAFGLAS Ply -; x
GAFGLAS =S0 Ulti:r.a
Base Sheet
GAFGLAS Flex Ply"`'
Roofing
BUR
Wood
- psf
See Get:.....
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED B1
Test
Dimensions Specification
: . :D As Fibs-:d a:.u:rit :;.:r. doa;m
1. _ =,ST' \1 9 3019 Refire:. asp':.. v.111: a ...:t:e.�.
-. STl \t 9 _ -. rl stab:.:/C7 at :d I.1 s.
and
wide
(1 meter}
wide
39.37 (I meter)
wide
39.37" (1 meter)
wide
•
39.3 i 1 mete: .AST \1 D 2 ,6C1
ASTM D- 0i
ASTNI D 21 - S
ASTM D 21
Product
Description
-.ST' \! 9 _ _ _ .. .a:......... _ Ce:r. ' .;
Asphalt impregnated and c:oatcci glass :r.ai
has si eet.
Asphalt imps `gated and :Date... fiberglass
base sheet
Type VI asphalt impregnated glass -felt wit.:
asphalt coating.
Type IV asphalt impregnated glass felt with
asphalt coating.
NOA No: 01- 0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 2 of 23
j
Product
GAFGLAS.g. Mineral
Surfaced Cap Sheet
GAFGLASZ
STRATAVENT
Eliminator Perforated
GAFGL.:.1S r- 7. •
GAFGLAS.
STRATAVE\
Na:lablc
RUBEROID
Baso Si.tcct
SB5
4 ..ST11 9 51 a
Nlor 1 D 62:2 Nott.- tt-r.
ASTM 9 51 pol■ asphalt arc.' stz
mir.27a:
RCBEROID MOP 1 :r.ottt'71 ACTN1 D 62P8 Non-v. polyester ntat coat w:th
Smooth D 51 po', :ioc1:ec asphalt and smooth
sli7facec:.
RUBEROID.: \10i)
PLUS
RCI3EROID MOP
1
RLDEROID: MOP FR
RUBEROID.: TORCI1
S:root1
RUBER019:-T TORCH
Granule
RUBEROIDZ TORCH
PLUS
Test
Dimensions Specification
39.37" ( I meter) ASTM D 3909
wide
39.37 t
1 meter) ASTM D 4897
wide D 3672
ASTM D
ID ---
•Yi T11 D6(i.
Product
Description
Asphalt coated. glass fiber mat cap sheet
surfaced with mineral granules.
Fiber glass base sheet impregnated and
coated on both sides with asphalt. Surfacec.'
on the bottoin side with minc_. eranule
embedded ir. asphaltic coatire I\
pC71
ava:l.ah:e
F:bC7' 1 base sheel
coated or both s:des
or, bc,no:r. s'.de hr.Mcra:
em.beaded aspha:t:::
f.br
"
1 D 6163 Non- \\ ovon mat coatc.:
ASTM 9 514 poly:r:c7nc asphalt arc:
, 1 9 Nor-
9 i -. poi asphalt ar..5.
surfac: :
. 9 t-.1 Nc.r.- poi\ t:s1:-."
ASTN1 9 51 asphalt arc:
:th Ltrart:Ics.
1 1 1 . 9 51 pol■CSIC.7 asphalt
s
1 A 9 514 7:2:11 asphalt
wIde bituhr.en me:r,b7 2ranuic
surface.
39.3 (1 meter) ASTM D 6222 Heavy duty. polyester reinforced, asphalt
wide ASTM D 5147 modified bitumen membrane. granule surface
NOA No: 01-0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 3 of 23
Product
RL TORCH
FR
RCBEROID t 30
RLBEROID:( ..
RL99R0i9
LLTRACT .=."
RLBERO'D c
L LTRA` L.`.D
CIAF
Emulsion
GAF Alwrinu:r. R, c
Paint (NIatrix.1_ Sv
Pro Alt: r.it:u :r. Roof
Coating Fiberec 302.,
GAF Built -Up Roof:!:
Asph.ai1
RLi3EROID
Asphalt. Asp: ::a..
.Asphalt P
Sh:ngie- '\;ate' \'
Lnd:. ia\ meta
Dimensions
39.3 ( 1 meter)
wide
39.3 - " (1 meter)
\\:ce
`a..o 1:;
:b<
Test
Specification
Heavy duty. polyester reinforced. coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced wit':
n:incral eranules.
'\ vs f:be- :rat coa:_`
:tardant po' :r: :roc:i: a> ..,:c.
_. iace,
• C.0'∎er. !:ber':3ss :rat
:r.u:.. "pp . or _. ......:
C`7"
ASTM D 6222
ASTM D 5147
ASTN1 D 6163
.ASTM D 5147
-.ST \`: 9 0163
_ \ t ID 51
.S \1 D ;'.::_.._ a\ a : :ab :_
.el;eet:ve
AST \1 D35 . Non- f:berec. alu:,.ii i p: :rert_ . asp1:a:.
Tyne I oof ^at ne
Product
Description
i b. oar „,.s. ASTI\1 9312. Itaerp'.■ moppiei2 arc: surha. :::_ ...:t .
1' 1.11. 111 11
ai :5
SEJ
F:hc :ass ..:i
NOA No: 01- 0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 4of23
j
J
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Product
Pyrox
Asphalt
Asp21t Pm
Polyethylene
Ked Rosin
NIB alum:I:Lir
szoal:r.t.2
.Supor Prep 11
GAFTENIP PERMALITE
Tapered Roof 'Esc:at:or.
GAFTEN1P GAFCANT
GAFTEN1P Recovet
PYROX
Nail-Line
Product Namt.
Dimensions
various
4 mil min
APPROVED INSULATIO:
GAFTENIP Tar CO:1 - 17. ) , 1 :1 . .:' A
BNICA!GAFTEl\ IP F:Perbz
GAFTENIP Per:ralite
G.AFTEN1P GAFF_DGE
Ede St7ip
GAFTENIP.E
Fiberboard
Test Product
Specification Description
PA 110 Polyisocyanurate foam
insulation
ASTM D 312 Type III or IV Hot asph:at
biturnin adhesive
.ASTN1 D Asphalt Prirrer
Vapor barrier Air barricri:
Rosir. pap:: barrie:
o:c.: cccs
A11.::T.:1:1.::1". 700 F
I \HIF.
Product Description
Ci.AFTENIP Isother:r. R. RN & Po1:
Coirposite
GAFTENIP Tapered Isot: R. Tapered pc.):■ art.:rate foam
RN & Composite
GAFTENIPIE Co:rposite A & N
Polyisocyanurate foam insulation ■vith
densit. fiberboard or Pe7.
perlite irsulatior.
Tapered' Pc' ood
C
Po: :111:131:01: boa7c1.
Cut per:ite board
Pci
Tap:re per:ite board
ns c f" :11SL31:011.
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Manufacturer
Apache Products Co.
(with current PCA ■
gcnerk:
•
INIanulactur,r
(With Currcut
GAF NI:11:71als CoT_.
GAF Nlatals. Corp.
GAF Nla:.eria:s Corp.
Co7r.
Nlateria:s Co7p.
GAF Vaa:s
GAF Nlat:!: CoT.
GAF Nlat::s7:a1s C
GAF N121:27:a1s Cap.
Apache Products Co.
Apache Products Co.
NOA No: 01-0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 5 of 23
APPROVED INSULATIONS:
Product Name
White Line
ACFoam 1.11 & Composite
ISO 95—
Wood F:h;
! r' Deg._
Dens Dedk
. : be ra as_ :.
'vlu:u -Max a F.A
Paroc Base Board'
Paco: Cap Board
Fastener
Number
Product
Name
APPROVED F.ASTE\ ERS:
j.AFTIT
_!_ Standard t =1:
Fastener
-. GAFTITE Dr:!: -Ted
_ s . j )
G AFTJTE = . Dr:::- .
Base Sheet Faster._. and
Prate
Ga!va :cm Prates .D- :.:-
Tee
�t v1eta.
5. Polypropylene Plates
)Drill- Tec.1i Plastic)
TABLE 2
Product Description
Poivisocvanurate foam insulation
Polvisocvanurate foam : nsulation
r olvisocv ar.urate foam insulation
\ "a
h er :i t su r.
anurate ro o ::r.su.a.
Ro.k\\ool in:u!ar.or.
TABLE 3
Product
Description
lc
_lC... J d
Pr.- assn :bred G.AF T I T E
Fasteners _ and. :rota: and'
p:astic plate_.
Base sheet Caste
assc :r.b :■ .
Round `a:', a.u:ne strc =s
plates.
Round polypropylene
stress plates.
Dimensions
C.AF Mate.....: Corp.
G.AF Materials Corp.
and 3 GAF Materials Corp.
and =
Manufacturer
(With Current NOA)
Apache Products Co.
.Atlas Er.ergv Products
Firestone Bui':dir:`=
Products.
•
Pane:..
cur: ent PC .A
Manufacturer
(With Current \OA)
G 'Mater :a.s Corp.
GAF Materials Corp.
NOA No: 01- 0712.18
Expiration Date: 11/04/03
Approval Date: 10 /18 /01
Page 6 of 23
j
APPROVED FASTENERS:
Fastener
Number
Product
Name
1131:. mp1c Fastener =12 £
01) c Fastener .AS.A.I)
Po:vpr..
(Dli G-2
Starciarc.
Fastener
, ec p:
Insul-Fixx P Plate
TABLE 3
Product
Description
6. Dekfast Fasteners =12. Insulation fastener for
= 1= = 15 wood. steel and concrete
decks
and. siee...
Ca:\ Flaie.
assembly \\IC::
plastic pate
Insu1ation fastener
Pre-asse:1
fastener and plaie
Po1:)Trop:C.ere plasi1c
p:aie
3.5" rour. al%
AZ55 steel p:atc
TOLIFIC dalva:ume AZ51)
steel pat:
11 1,7)7
S:1
roLnd AZ5r.
steel pate
3" round polyetb■lene
stress plate
Manufacturer
Dimensions (With Current NOA)
c'•
3 r o
Construction Fasteners
Inc.
Fasiene
Inc
C FasieFers
1' .c.
01\ :r.pic
Group.
01Y:1 NlanufacairIF.::.
Group.
3.25 (1)::)mpic I■lanufacturir
Group. Inc.
rot:r.C. 01■mpic NIan.ufacturin..2..
Group. Inc.
roL.r...i 01\ Fr.pic I■lanufactunri...
Group. Inc.
SFS Stadler
3" roi...rd SFS StadIer
round SFS Stadler
NOA No: 01-0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 7 of 23
APPROVED FASTENERS:
j
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
21. Tru-Fast Insulation fastener for The Tru-Fast Corp
steel and wood deck
Ti Platcs 7" 7ound ea!valuire AZ 7" 7Cvs1.11C. The Ti 51
siee1 p:ate
7:
EVIDENCE SUBMITTED:
Test Aoenc\ Test Identifier Description Date
L. „ . •
Far.itc Lp.:11
- 1 1
Factom NIctLa: Wind Cp1iii
CoToratior. - PA 1 i
Facto 7v Mutua1 0Y9Q5.A\I %Vire Uplift
Corporation F\1RC - P.A
Dynatech 17- s6()0.02.9.5- 1 \Vim:: Uplift
Ccoato
PA 114
Dynatech
Co7poi 11 ,).•: , , 11
TABLE 3
■-•
NOA No: 01-0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 8 of 23
Deck Type 1:
Deck Description:
System Type A(2):
All General and Sy
Base Sheet:
P 1 .% Sh
Wood, Non-insulated New Construction or Reroof
19,
" or greater ply or wood plank decks
Base sheet mechanically' fastened.
stem Limitations shall apply.
N"
GAFGLAS 'g C.AFCLAS =SO UtImtc Base
GAFGLAS T< PLY 6)1. GAFGLAS FxPv. GAFCiL.ASR cTRATAVENT.,t,
Eimirato7 Pe:forated Na0ab1e. RUBER01 Base Sheet.
NIor o: RUBEROID o :C; applIeo 13 tlte anved:
shar. nalis and minimu:r. 1 t caps at a lastenc: spacIr.: of Q o.c 11
two rOWS alone 1:lic Or the S'r.:2:1
Two 07 :7:07C 170i3s of G.AFGLAS,E PL' 2, 0. GAFGLAS F 0. (i.LftrOL.Ac
PLY 0.L. p. hect. =St; EROID 20 ad1te:eu In a ft..11
app:o\ ci asphalt applied v the EVT arc . at a :ate of 2!)--0 1bs. sc
Op One facec Co
ed. :LI:. - Lite EV. at a
.rito cap slte.c‘t Is u': ioia. one of Ilte 1
• GAF WEATHER COAT0 Emulsion wit an application: :at: of sq.: o:
GAF Premiun Fibe:ed Aluminum Roof CoatIn2 wItlt an app:IcatIon :talc of 1.5
• Asp1ta1t flood coat at an appl:catIon :ate or (10 lbs. sd. = 20' c. p;us 0: 07
an application :ate of 400 1bs. sq. & 200 1bs. sq.. :
2. To Coat Su:Face Seal. Top Coat NIB Pos. GAF Weathe:Cot:- o:
LOW-VOC app1le0 at :at; 31 1-1.5 2;a:
psr. !Sec Genc:a1L::r.:tatIon
NOA No: 01-0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 11 of 23
WOOD DECK SYSTEM LIMIITATIONS:
1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMIITATIONS:
I. Fire c :ass:f:cat :on is not part o: this acceptance. refer to a cu.._..'. ApP "o \: Roofln` \Cali ....-
Directory for fire ratings of this product.
2. ;rsL:ation ma\ be installed in multiple The f... , . : h_ .:n..e..ec :r. _o:r,p::ar:e
Product C, :: -: ..t..
.tt r c
appro% ed. asphalt applied .. it...- _ . - ..:e_..a.:._
a,taenee. r. the fastening patter: of top :a∎ e.
standard parel sizes are acceptable for err ap:.._c :r. ..
3spha11 p op., , ,:,,.. .. ._- _ An o\ er :a\ arc': 0: redo\ e"■ board :I:st. :at:ol: pale. is . ed ot: a.. :pplications 'o', _. e.osee. cell
foam insulations ',\her. the base sheet is Iu. cropped. , . ;: .ceo\ "\ hoard is used the .__c ... :e_.
shah be app L >. silot it.opp. .... _' ,.. p . ... 12 .':ame __„ .
... each .._._rap J.... the ..
f .. :... acceptable. .. h r
.i. ca.. . :[Viol i. , a..c c Bros_ ,.......... ... ..... .�....o i - . ��: e :i :1: si ::r... - .....
••~L:r. rate of 1.2 .,_. _- Note: Spot attached systems shall be limited to a maximum dcsi2n
pressure of -45 psf.
_ . Fastener spaeit:_ fo: insulation attac.:...e...._ based or. a '\i:1 :. :ru :r. Cha :acie..sti.: Force !F a:Le o
lhf.. as tester. :r. cooplianee .,.. Test: r.2 Application Standard TAS 105. If the fasierer value,
as field-tested. are below c lhf. :I:sulatior attachment shall not be acceptable.
h. Fastener spacing' for mechanical, attachment of anchor base sheet or :r :e :r.b:ane atiaca:r'ert is base..
on a minim:..m fastener resistance Value in conjunction \\ - ]t:: the maximum des :e1: value .,sled \yithir.
a specific system. Should the fastener resistance be less than that relit: :red. as determined h\ the
Building Official. a revised fastener spacing prepared. 2 and sealed by a Florida Registered
Engineer. Architect. or Reg ed Roof Consultant may he submitted. Said revised fastener spacir._
shall utilize the v it'..c :a\\a :._,:star:_: ,a:ue taxer. from. Testing Application. Standards T=,S 105 arc
calculations :i: compliance \::t.'. Root:i :L' Application Standard RAs 1 1 .
Pe: and coner areas s. co: \i :th the eitha._e3 uphill pressure .:'l::.e :rents of
areas. Fastener densities _ha: be :1 :creased for both insulation and base sheet as calculated ii'
comp:iarec with. Roofir.0 Application Standard R.AS 1 1 -. (When this limitation is specifically
referred \yithin this NOA. General Limitation =9 will not be applicable.)
�. .\1i attacaniert and sizing of per. :rc.er ra lers. ;petal profile. and or l:as.'.in. termination des'`r_
conform.',\:tl: Roof:r.0 Application Standard RAS 11! and applicable \v :nd load reduiremcms.
9.
The maximuir cicsi2ited pressure lim..i:at:,i:listed shah he applicable to air roof p :ssu zone, ..;.
field. pe..irete.s. and corners). Neith:7 rational analysis. t:0: extrapolation shalll he permitted Co:
enharcec fasten :ne at erb.ance p"essu :e zone_ l:.c pc ::r;te.s. extended corners arc eOniersl.
(When this limitation is specifically referred Nyithin this NO.-it. General Limitation =7 will not he
applicable.)
END OF THIS ACCEPTANCE
NOA No: 01- 0712.18
Expiration Date: 11/04/03
Approval Date: 10/18/01
Page 23 of 23
11 •
ROOF COVERING MATERIALS (TES
Roofing Systems (TGFU)— Continued
various colors}, applied
(Optional): "Gacoflex CA-65" Series (various
s f d mils',.
Top C lo "Gacoflex UA-60° a pplied at 1-1/4 g
cal sq Incline: l'4 noi\
3: ' _ c.. t with "Polyfoam :.51 ' o:
Deck: \C eea."
Foam t,• 1 in. min.
.3... One o: ^'.ica ons "Gacoflex LB 64' - 1 gal s
C oat ,� A oC .
Base dry mils.). "l SO or "Gaa,tie
•'vas_.:.; ,_ - -
Incline:. 4
with r., ;\t 0
- rec'.a'.
ga.e Coat'.
•
Base Cc
. dry ..,.._
Incline: 2
oo
200 ROOFING MATERIALS & SYSTEMS DIRECT uti 1
ROOF COVERING MATERIALS (TEVT)
Roofing
Systems (TGFU)— Continued
Class A. B or C roof systems indicated below,
asphalt glass mat i : ass
ria Type or "G halt gl s Strata :.ase t
The roof deck may first be c en red ) with a Tam G. as . d and nail able tc ':
sheet '"GAF or na Strle decks". t ". Perfforated to be :no: pe
t��ent -Ply) for nailable decks °•
s A
m anicalli attached granule side down.
As an option Type E asphalt glass mat hee " beet ,,.GgpGLAS or ' GAFGLAS Strata\
5a c°
c @ Pre n glass
Sheet„ "GAFGLAS •
decks" ) :na\ be subs u:. te ;fir nailed base .
,•, FG1 4.. 'G AFG AS Ph c' 1 as
Incline:
Incline:
G
Incline:
annneal
^-. o.. e-
-`ne \� ........
... or= at -
■
R1306
CAI MATERIALS CORP
. 1 �. 5 RD, 1�.11NE NI 0 "170
A _C'
LBEROID or • R'�5ERO1D �ioc : :e Base Sheet- may be uti::zee ar.
�irer+ate to ' -: ^ 02 'base sheets in anv of the followi O ,Pacific
e, e r. , ;, pn ba .or be 1 used in any existing noncombus-
ns Oe Oa o\ con t may system :-
8 e� Clasne over n. mben board this ( done, the roof The joints in
for use over combustible 1 s tible (15 in. minn) ) with the joints t the
board and overlavment board are offset 6 in. laced joints i^' the
ystyrene is part of the roof system, it must be placed
to
board. 6"
� ► multiple to h plies ot asph alt. of "GAFGLAS Ply 4" or
"Ply may be
s nit Stratayent Nailable Base Sheet" d ma as a recover mechanically
existing roof
� over noncom bustible decks an
ER
us Perlite Insulation may be utilized as a cover board over "E '
CAR
Insulation in any of the 'following SVStems.
ASMA1T CF1 5YS';•EIV WITH bT ROOFING R l let" or
Dec.)
Insa;at :on ■O,.L'onai:
pl. Sheet: . nre<
Surfacing: v :a
Dec.).:
Insulation tOption.al;
sheet ^.o . �� o r mec, ...
`
bottom p/\. or parr
cal';\' tai;e"' _ . .
... •-
ate_:
a .:
rr' ,,
a.:-.-. s `:.1'1< i ' ail
`
1tc lu ii .. 50a::
Per;.-.al NC
:.\
Class A, B C
..:....::or. �, and
Cass
In: fie.
C; FC, . c \ltnera.
169
Ph' Sheet: T=ree
Pt) r
Cap Sheet: One 71:pi: 07
Sheet'. Incline: 2 00c,
rlbe f
Deck: NC One or :pore ',avers : e :�1 ;e.
clonal}: O n : an: rate ;or " c
Insulation (Optional): p n ic ,
{fiber. isocyanurate, urethane, erlite Irate composYe ph ens
urethane composite, wood fiber, fsocyan'
max•
Ply Sheet Two or more layers Type 01 ' G.•�.FGLAS Ply 4.. o' ��`
`L . ,_
GLAS Ply 6".
GAFGLAS `lines.
Cap Sheet One laver Type G3
Sheet ". Incline: 1 '-
4 Deck: NC in. max, hr: T.oF
Insulation: One or tw'o layers "Isotherm '
asphalt L.a
Pty Sheet Any UL Classified gravel sur :aced Class A >
mat system. Incline: 1
Deck: C 15132 AIL - I? -i rosin paper, nailed to deck.
itack: NC
ease Sheet:
Ply Sheet.
CSA_FGL
Cap Shee'
Sheet'
Deck; C-13 3:
Insulation
-- •
Bast r-rtect
ROOF COVERING MATERIALS
Roofing Systems (TGF....!—C..--.::?1;4c.:
. sheet One layer of Type G: CAFC baf,
Sheet 071t 0: 71137E .av 0:
ailed).
,AFGLAS 1 21\• 6"
Sheet One laye: o:
• , •
•.. .
Car Sheet
Fneet.
•Ontional
2000 ROOFING MATERIALS & SYSTEMS DIRECTOR''
ROOF COVERING MATERI4LS 7EVT
Roc)fmg.
CON1B1NATION HOT AND COLD S1'STENIS
Class A
De ;k: Incline: L
Insulation (Op O
tional:: m or more lavers perlite, vs ....id fiber o:
Sheet: o• CI "0 A,FGLAS Pl.: 0 .
fine: :7. max.
1,F -
Surtacing:
ca s.
' • •
(Optional
Cap Sheet -
Class B
Deck: C.-1 7-2
Insulation (Optionall: c.ass
ri' Sheet: o: .: 4
Cap Sheet:
I Deck: C-1. Incline: ::-I
Insulation (Optional): On, 07
ftne:
thich.nesf-
Base Sheet: Twc more ',avers 0: 7::0c (.7_,1 G. 0:
Membrane: 071E 07 la% .)7
granule) "Ruberoid Torc 71U5
grangle o: - I . :I.:per:id
Cap Sheet: "CA.FGL.:;S: Minera 3..:rrace3 Ca; 7:-:opped
Class C
Deck: C-1.3 32 Incline:1 . 2
Insulation (Optional): One o: 7.1:7E lavers perlite, WC fiber. glass
fiber, isocyanurate, urethane pere is3cyanurate con-iposite, pe:lite
urethane composite, ivood fiber isocvanurate composite, phenolic. any
Ply Sheet: Three o: more lavers of Type G1 "GAFCLAS Ply 4' or
thickness.
"GAFGLAS Ply 6".
Surfacing: ' Roofing Bitumen" 20 lbs,' 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 / i composite, phenolic, any
1 .
Insulation (Optional:: d.ass :. .s.
Base Pl■ Sheet: 7:7
Coating: Finrea
Deck: NC incline:
Insulation )Optior,all: Perittc gIass
an‘
Base`Pl Sheet: o: TI:es ne C:
1%..:::
Ler.
Coating: C0tt72 I-1 gal
Deck: C Incline: 2
Base Sheet: C: faF•tenc'±
PIN Sheet: 7 . - 7.7e or more oe Tv:E. G'1, 7to1 :-.-,07-0e,d 17 '7:1ace.
Coatings: • .,;1:,:r.-1171:-.1-, Roo', Cs.:a:t7g..- 2 gal sq.
Class B
Deck: Incline: _
Insulatior. (Optional): 0: :0e: wood
reri:te
lsoc■•ary.;rate composite, phen0 11:.
y Sheet 0:- more laYer• o: "Tv' Cl -GAFGLAS PI\
Pl 4
"CAFGLAb Fl o , ho: n-:oppeci.
Surfacing: Gn.ndy Industries "al MB Alurrunur. Roof Coating' 1-..
gal . sq.-
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, gia
fiber, isocvanurate, urethane, perlite/isocyanurate composite, perlite
urethane conlposite, Wood fiber; isocyanurate composite, phenolic, an:.
Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" 0:
thickness.
"GAFGLAS Ply 6".
Surfacing: "Weather Coat Emulsion AF:' at 1-1/2 gal/sq.
Class C
Deck: C-15/32 Incline: Unlimited
Insulation (Optional): One or more layers perlite, wood fiber or glW
max.
Pht 4" c'
k:
ulaL
tIna: •
thic
Surtac:
Deck
rt,
71:
Karna;. '
title .
Tropl:a.
OassIficatt:
-
systems.
-,,-
mechanicF.. •
OC an 7'
covering :.
are ho:
0:1 4 17.
ove: tne ZeZ,
"EVERC
alternat, •
in any C :ht
1.
Insula
roeca
Mern1
Surfac
Deck: (
Insuli
Meml
urfa
Pos 's
Deck:
I nsul
Base
Men
Surf
Deck:
1 nsu
Tier
Slip
Sur
Qw
Dec&
Ins
2.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
I\Ionicr Lifetile LLC
135 W20St.
Boca. Raton
Your application for Product Approval of: i.3o5) 375 -290'_ FAX (505) 372.6339
Vi!ia & Ro!! Capri Low Profile Tile
under Chapter 8 of the Code of Miami -Dade County governing the use of .Ak(cr - hate vlatenals and Tvpes of
Construction, and completely described herein, has been recom.rnended for acceptance by the Miami -Dade
• County Building Code Compliance Office (BCCO) under We conditions specified herein.
This approval sh<<ll not be valid after the expiration date stated BCCO rese" '' -s Cne right to secure is
product or material at anytime from a jobsite or manufacturer's plant for cualitl. control testing.
If this_ product or material fails to perform in the approved manner, BCCO may re'_o':e, modify, or suspend
the use of such product or material immediately. BCCO reserves the rieht to this approval, if it is
dete7mined BCCO that this product or material fails to meet the reauremen :s of tt South Florida Building.
Code.
`he 'expense of such testing will be incurred by the manufacturer.
Acceptance `o.:99- 1012.02 (Revises `o.: 97- 1124.16) / —)
Raul :'. ^drinUc'L
U
:oduc( Con;nol
Expires .12116/200
FL 33431
T IS THE, C0\'ERSHEET, SEE ADDITIONAL PAGES FOP. cP CIFIC AD GENERAL.
A p p roved: l2 /30 :'1999
CONDITIONS
BUILDING CODE & PRODUCT REY1EV • CO:'
Internet Mail address: pbStmrct.rTl.:. :"wi....' "
MIAMI -DADE COUNTY. FLORIDA
2(ETRO - OA DE FLAGLER BUILDING
8L CODE COMPLIANCE OFFICE
METRO -DAOE FLAGLER BUILDING
140 EST FLAGLER STREET, SUITE 1603
2'1IA2II- FLORIDA- 13130-1561
(305) 375.1901 FAX (305) 375 -1908
CONTk ACTOR LICENSING SECTION
(305) 375.2527 FAX (105) 175 -2556
CONTRACTOR ENFORCEMENT SECTION
(305) 375-2966 FAX (305) 37S•290
PRODUCT CONTROL DIVISION
,Tu
ice :io for Product Approval has been reviewed by the BCCO a ..crov ec by the Building
W -C P oc.'uct Review Com i ee to be used in Dade Count', Florida ^de ire conditions set forth above
I (lyu
rancisco Quintana. R.A-
Director
1 of 9 iviiami -Dade County
Building Code Compliance Oil`
MONIER LIFETILE LLC
Product:
Rainproof 11
ice and Wacez
Shield
Wood Bart.em;
Nalls
S vs
2.1 Components or products manufactured by others
Tile N10.
("TileTitern
Roof Tile Mortar
("Quilzrete® Roof
Tile Mortar
1140
NOTICE OF ACCEPTANCE:
Dimensions
30" x 73' roll
36 x 75• roll
or
60" x 75' roll
36" x 73' roll
Vertical
N•lin. 1 4"
Horizontal
Min. 1 4" for use
with vertical battens
o r
-f,in 1 2 for est
alone
0.335' had dia.
0.13 i" shank dia.
0.17.5 screw thread
dia.
10dx 3
N/A
N/A
Test
Specifications
PA 104 Single ply. nail-on
underlayrnenc ■v;th
PA 103
Wood Preservers
Institute LP - 2
P A 123
PA 123
PA 114 Appendix E Corrosion ress[ant
screw or sr
shan't: nis
PA I I- Appendix E Corrosion rests:ant.
coated, square
drive, galvanized,
coarse thread wood
screws
ACCEPTANCE No. : 99-1011.02
APPROVED :December 30,1999
EXPIRES :December 16,2002
STANDARD CONDITIONS
Product
Description
2" sclf-Ldhering top (with current NOA)
edge.
Selt
undeclayrnent
Salt pressure
treated or decay
resistant lumber
bartens
Prepared MCC
mix designed For
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar sec roof tile
applications.
Manufacturer •
Protect-O-Wrap.
Inc.
W.R. Grace Co.
(with current NOA)
generic
r
generic
Bermuda Roof
Company, Inc with
current PCA
Quik.retc
Construction
Products with
Current PCA
`IONIER. LIFETILE LLC
L.I
NOTICE OF ACCEPTANCE:
i ;cane CH c. Clips PA 114 Appendix E Corrosion resistant
Faster.e s rvi in. ' /_' width clips with cormsior.
Min. 0.060" Chick resistant nails.
Clip Fasteners
(v1in Sdx1' „”
ACCEPTANCE No. : 9-1012.02
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
STANDARD CONDITIONS
Test Product
Product Dimensions Specifications Description Manufacturer
Roof Tile Mortar N/A PA 123 Prepared mortar `V. ft. Bonsai Cc.
("BONSAL® mix designed for with current PCA
Roof Tile Mortar mortar set roof tile
i`'lix ") applications.
Roof Tile NAP. See PCA Two component Polyfoam Proci
Adhesive polyurethane Inc.
( "Polypro® adhesive designed
AH160 ") for adhesive set
roof tile
applications_
Roof Tile Factory premixed See PCA. Single component Flexible Products
Adhesive canisters polyurethane (with cur -en.:
TileBond foam roof tile NOA)
adhesive
Fire classification is not part of this acceptance.
For mortar or adhesive set tile applications, a static field uplift test shat! be
performed in accordance with RAS 106.
Applicant shall retain the services of a Miami -Dade County Certified Laborato
to perform quarterly test in accordance with PA l 12, appendix `A'. Such testing
shall be submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayments shalt be in compliance with the applicablf: Roofing
Applications Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to
the roof slope unless stated otherwise by the-underlayment material manufacturers
published literature.
3.6 This acceptance is for wood deck applications. -� - . • s shall
be in compliance with chapter 29 of the SFBC
Gene,
Tile
Profile
X (ft)
Batten Application
‘/. (ft')
Direct Deck Application
, Monier Lifetiie villa, Roll and Capri Tile
0.267
0 209
MONIER LIFETILE LLC
NOTICE OF ACCEPTANCE:
4. INSTALLATION
4.1 Ivilonier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its co.rnpone:lts shall be
installed in strict compliance with Miami Dade County Roofing Application Standard
RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Tile
Profile
Monier LifetilE:
Villa. Roll. an.i
Capri Tile
Tile
Profile
tnstanation with a
Table 2: Restoring Moments due to Gravity - M, (ft
Battens
5.57
Table 1: Aerodynamic Multipliers - l (ft')
3 ":12" 4 " :12" 5 ":12" 6 ":12"
ACCEPTANCE No.: 99 -1 01 � 0?
APPROVED :December,30, 1999
:December 16, 200
EXPIRES
STANDARD CONDITIONS
7":12" or
greater
Direct Battens Direct
Deck ` Deck
5.90 5.09 5 73
Direct
Deck
Battens f Direct
Deck
Battens
Direct Battens
Deck
6.30 5.48 I 6.18 ( 5.37 1 6.05 I 5.24
i able 3: Attachment Resistance Expressed as a Moment - M.
for Nai( -On Systems
Direct Deck
(min 15132"
plywood)
Fastener Type
Monier Lifetil€ 2 -10d Ring Shank Nails
villa. Roll, and 1 -10d Smooth or Screw
Car i Ti!e Shank r :ail
2 - 10d Smooth or Screw
Shank Nails
1
#8 Screw
2 #.8 Screw
1 -10d Smooth or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
2-10d Rin • Shank Nails'
27.8
8.8
16.4
25.8
47.1
24.3
Direct Deck
(min. 19(32"
plywood)
37.4
11
2 1.9
25.8
47.1
rankgitloaga RRC
• _-
Eattens
26.E
4 1
71
22.9
4P
1
31.9
31.9
fr
24.3 24.2
19.0 19.0 22.1
35.5 35.5 34.8
32.2
Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Villa, Roll, and
Capri Tile
Adhesive
26.1'
2 See manufactures component approval for installation requirements
3 Flexible Products Company TileBond
Polyfoam Product, Inc. Average weioht
Average weight per party 11.4 grams.
per patty 8 grams.
Table 4A: Attachment Resistance Expressed as 2 Moment - M, (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application • Minimum Attachment 1
; Resistance
Monier Lifetile Villa, Roll,
and Capri Tile
Polyfoam PolyProTM I 66.61'
Polyfoam PolyPro 45.5
54grams of PolyPro '.
4 Large paocy placement of
5 Medium paddy placement
of 24crams of PolyPro
R I,IFETILE LLC
NOTICE OE ACCEPTANCE: STANDARD CONDITIONS
Table 43: Attachment Resistance Expressed as 2 Moment - M,(ft -ibf)
for Mortar Set Systems
Tile I Tile
Profile I Application
Monier Lifotil Vilia Roll, and Mort2r Set'
Can Tile
ACCEPTANCE No. : 99- 1012.02
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
Attachment
Resistance
20.60
3. LABEI;.ING
ll tile_ shall bea the i rIprin: or identifiable marking Of 1. he ma f cture - 's name or 1'030.
or following statement: "Mia_mt -Dade County Product Control Approved'
BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6. l.1 This Notice of Acceptance.
6.L2 Any other documents required by the Building Official or the South Florida
Building Code (SFBC) in order to properly evaluate the installation of this system.
y• •
LIFETTLE LLC
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1 -V4"
MONIER LtFETILE V[LLA CONCRETE ROOF TILE
N 1lHCLE
11 -3l4� 1 -12`
PROFILE DRAWINGS
WATER CCUR
ACCEPTANCE No.: 994011.02
MONIER LIFETILEROLL CO,ICRETE ROOF TILE
Villa
MONIER LIFETILE CAPRI CONCRETE ROOF TILE
ACCEPTANCE No:: 99 -1012.
APPROVED :December 30,1.999
EXPIRES :Deccmber'16, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
•
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1 Renewal of this Acceptance (*approval) shall be considered after a renewal application has bean
filed and the original submitted documents, including test - supporting data, engineering documents,
are no older than eight (8) years.
Z. Any and al[ approved products shall be permanently labeled with the manufacturer's name. city,
state, and the following statement: "Miami -Dade County Product Control Approval", or as
specifically stated in the specific conditions of this Acceptance.
Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of till:
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 ncc product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
submitted, is no longer practicing the engineering profession.
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 bier.
requested (through the filing of a revision application with appropriate tee) and granted t:..
office.
A71y Of the following shall also be. grounds for removal of this Acceptance_
a. U /satisfactory prfo'rna;nce of this product o: process.
o
f product, for sale .ertising
Cv'isuse of this Acceptance as an endorsement . any r• . '""
other purposes.
i. .amber prececee oy the \vcrds Miami -Dade County, Florid:. a• ^
followed by the expiration date may be displayer is adver`tsing literature. If any portion of
Notice of Acceptance is displayed, then it shall be done in its entirety.
F. copy of this Acceptance as well as approved drzwinakend 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 time. The engineer need not reseal the copies.
8. Failure zo comply with any section of this Acceptance shall be cause_ for termination and removal
•
of Acceptance_ _
9. :This Notice of Acceptance consists of pates 1 through`3 an
EL IF..:OF THIS=ACCEi'T •
ACCEPTANCE No.:_29A0:11.1)2
APPROVED :December30, 1999
:December 16, 2002 .
EXPIRES
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date /d - 020' JobAddr ss S25 %/ . Tax Folio
Legal Description
/ Tenant
/U
Contracting Co ' r 4 f ' g-'
Owner's Address
0/x-9- � SS #,� - d
Qualifier ��AL2� /
State # 3 90y Municipal # CF/% Competency # e;
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIPTION )t ne l e_642 '
ae_o . 176 1,1 <0 O( o
Square Ft. 41W.
Signature of owner and/or Condo President Date
Notary as to Owner and/or Condo President Date
My Commission Expires:
FEES: PERMIT 6 RADON
stimated Cost (value)
My Commission Expires:
Historically Designated: Yes or No i D
Master Permit # /J,/
Phone
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
ite 42L2 gSWer0.642.
Ins. Co.
AVING FENCE SIGN
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.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil •e done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contract to •X e work stated.
r
h.
p + ature of Coi. tor or Owner- Builder Date
A
Aalk
1 ` 1 FF. as o Contractor or Owner - Builder Date
C.C.F. /20 NOTARY BOND
TOTAL DUE 340/2
APPROVED:
Zoning Boil. ! Electrical
Mechanical Plumbing /� Engineering
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date /a - , q0-9c.Iob Address Of 6 O /V.5. 7[ Tax Folio
Owner / Lessee / Tenant / Fi Q' e/ /
Owner's Address D1 ,t.' b ° S7' i
Legal Description
Contracting Co. R & /`
Qualifier /CO Per tafd SS#
East! F/l.8 Ins .Co. )1-5 F /L_C •
Signature of Contra o or Owner Builder
Notar
My Co
*
TARY
*
Master Permit #
Phone 75 - X71
JA
6664% $wr 1 - Builder
x pN 548480
anuvy Known 11 Other I. D.
*
*
*
*
TOTAL DUE
Other
Electrical
Engineering
1:),
Contractor's Name:
(Low Slope Application)
Ft.
Ft.
og
Deck type:
Field:
go bt ?r4
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof CH Re roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft 5p Sloped Roof Area (ft IJi y\ Total (ft S0 Master Permit No.
Exposure category (per ASCE 7 -88): (' , Building Classification category (per ASCE 7 -88 table 1): 7 '
A
&' - 4511 8'r T
ATTACHMENT
Fastener Type: I o/ R•■ n'q Shan k. MU t5
Perimeter:
DETAIL 1 & 2
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
SPACING
��dF1 Job Address:
LO nn PR-'J
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
ROOF CATEGORY
❑ (Nail -On Tile)
•x v .
EAug"
1)(4-ti-
Corner: 3"'
Page -1
r
r
r
r
r
1 N E I 5► 2F E T
❑ (Mortar- Adhesive Set Tile)
ROOF PLAN
.
� _Erno0ADE
METROPOLITAN DADE COUNTY, FLORIDA
METRO.OAOE EL.AGLER OUILDING
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
OUILDING COUE COMPLIANCE DEPARTMENT
SUITE 1603
METRO.OAOE FLAMER BUILDING
140 WEST FLAGLEFI STREET
MIAMI, FLORIDA 33130 -1583
1306) 375•290I
PRODUCT CONTROL NOTICE OF ACCEPTANCE FA X (305) 3754906
Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under
Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of
Construction, and completely described in the plans, specifications and calculations as submitted by Construction
Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters
Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code
Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth
herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO.':
ACCEPTANCE NO.: 95- 0330.06
EXPIRES: NOV 1 n 1991
- PLEASE NOTE -
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC ANA'S
CONDITIONS.
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade Couttp�c lIng-e
Compliance Department and approved by the Building Code Committee to be used in Dade Co unat0B3oNd
the conditions set forth above.
APPROVED: MAY 0 4 1995
-- •
Via. -
.. 7 '.
;
y
yr y,
ul Rodriguez P. ' •''
Product Control Divis gi ptov. —
Supervisor
arles Danger, P.E., Director
Building Code Compliance Department
Metropolitan Dade County
Category; Membrane Roofing System
Sub - Category; Built -up Roofing
TVr Modified Bitumen
Sub -Type; SBS, APP
SYSTEMS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
System Deacriptioa
Applicant:
GAF Materials Corporation Product Control No.: 95- 0330.06
1361 Alps Road
Y 0 Wayne. Ni 07470 Approval Date: 1995
Expiration Date: NOV 1 0 1q97
GAF Materials Corporation has been manufacturing commercial roofing products for more than 100
nears.
GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen
products include both APP and SBS products in smooth, granule and fire rated versions. In addition,
GAF offers two ply modified systems to meet the specification requirements for multilayer SBS
modified specifications.
GAF products are distributed through a wide network of roofing wholesale distributors throughout the
South Florida area.
GAF provides warranted systems over various insulated and non - insulated substrates, copies of which
can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and
Specification manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with
ASTM D 5147 test requirements.
rnsulatiort,l'ypes:
Fibrous glass
Perlite
Fiberboard
Polyisocyanurate
Expanded polystyrene (EPS)
Polyisocyanurate Composite Board
Maximum Design Pressures
Materiaj Design Pressure
Wood -60 psf
Steel -75 psf
Concrete -248 psf
Lightweight Concrete -45 psf
Poured Gypsum -45 psf
Maximum Fire Classification
Materiaj Classification
Wood Class A
Steel Class A
Concrete Class A
Lightweight Concrete Class A
Poured Gypsum Class A
Note: Fire classifications and maximum design pressures do not reference all assemblies over
deck types. Review system listings for design pressures and the Underwriters Laboratories
Roofing Materials Directory or other approved testing agency listing directory for Fire
Classifications,
3
Product Control No.: 95- 0330.06
Ruberoid® Torch 3 /4 seq. roll
Plus (Granule) 93 Ib. roll
Ruberoid® Torch 1 sq. roll
Granule 102 Ib. roll
Ruberoid® Torch FR
• Ruberoid® Mop
Plus (Granule)
Ruberoid® Mop FR
Ruberoid® 20
1 sq. roll
102 lbs.
1 sq. roll
105 lbs.
Ruberoid® 30 1 sq. roll
92 lbs.
Ruberoid® 30 FR
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
1 sq. roll
92 lbs.
Ruberoid® Mop 170 FR 1 sq. roll
103 lbs.
4
Raul Rodrigu
Product Control No.: 95- 0330.06
Test Product
' :duct DimensH% Spec;r cation Descrip ^tics
. _.5eroidg `7, ! sq. roll ASTM D 5147 Heavy curt', polyester reinforcec.
Smooth 87 lbs. asphalt modified bitumen membrane.
ASTM D 5147 Heavy duty, polyester reinforced,
asphalt modified bitumen membrane.
ASTM D 5147 Asphalt impregnated, coated felt,
surfaced with mineral granules.
3/4 sq. roll ASTM D 5147 Non -woven polyester mat coated with
90 lbs. • fire retardant polymer modified asphalt
surfaced with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -wo% en polyester mat coated with
Granule 103 lbs. polymer . :,odified asphalt and sur: d
with mir:cra! granules.
ASTM D 5147 Non -woven polyester mat coated with
fire - retardant, polymer modified asphalt
surfaced with mineral granules.
1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet
reinforce with a glass fiber mat.
ASTM D 5147 Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non woven fiberglass mat coated with
fire retardant, polymer modified asphalt
surfaced and surfaced with mineral
granules.
ASTM D 5147 Non -woven polyester mat coated with
fire retardant polymer modified a,:phalt
surfaced with min . 1
Produs
G.\ JLAS®
Stratavent® (Vent PIv)
For \ailable Decks.
Dimension
3'x36"
69 Ib. roll
GAFGLAS® 3' x 36"
Stratavent® (Vent Ply) 69 Ib. roll
Perforated
GAF Materials
Corporation Asphalt
Concrete Primer
GAF Materials
Corporation Fibered
Aluminum
GAF Materials
Corporation
WeatherCoati
Emulsion
GAF Materials
C )ration Jetb j,.
`V e_.her Plastic Cement
3'x 180'
45 Ib. roll
GAFGLAS Ply 6®
GAFGLAS Ply 4
CiAr. ;LAS P$7 s. : .. 108'
75 Ib. roll
3' x 180'
40 Ib. roll
GAFGLAS® 3' x 36'
Mineral Surfaced 76 lb. roll
Cap Sheet
5, 55 gallons
5 gallons
1, 5 ¢allons
Test
Specification
ASTM D 4897
D 3672
Product Control No 95- 0330.06
Product
Description
Fiber glass oase sheet impregnatec
coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
ASTM D 4897 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
ASTM D 2178 Type VI asphalt impregnated glass ,e
with asphalt coating.
ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
ASTM D4601 Asphalt ;regnated and coated
mat base ::.cet.
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
ASTM D 41 Asphalt concrete primer used to
promote adhesion of asphalt in built -up
roofing.
1, 5 gallons ASTM D 2824 Fibered aluminum coating.
ASTM 1227 Surface coating for smooth surfaced
roofs.
ASTM D 3019 Refined asphalt blended with a mineral
AST\1 D 3409 stabilizer ._11d fibers. Permits adhe ;i n
to wet anu dry surfaces.
5
Raul Rodriguez
Product
Red Rosin
Roofing Nails Minimum # PA 114
12
Tin Caps
Type X Gypsum arious
Sturdi -Top various PA 110
al MB aluminum
roof coating
Grundy
Industrial
Emulsion
014 Roofgrip
Gripdek Fastener
Premium Metal
Plate
Standard Plastic
Plate
Karnak No. 169
Karnak 97
Test Product
Dimensions 5pecificatioq Descriptioq
various
Min. 32 ga. x
I s /I ,,
3" square
3" round
PA 121
PA 121
PA 114
PA 121
Barrier Board Plus various PA 110
9
Rosin paper for barrier
layer on wood decks
Corrosion resistant annular generic
ring shank nails
Corrosion resistant circular generic
discs.
Fire resistant rated ti ", psum generic
Wood fiberboard
Aluminum roof coating
Asphalt emulsion
PA 114 Insulation fastener steel,
wood or concrete decks
PA 114 Insulation fastener
Polyolefm plastic plate
ASTM D 2824 Aluminum roof coating
Roof coating
Polyisocyanurate foam /
wood fiber insulation
Raul Rodriguez
Product Control No 95- 0330.06
Manufacturer
generic
Georgia- Pacific
Grundy Industries
Grundy Industries
ITW Buildex
ITW Buildex
PA 114 3" square galvalume AZ55 ITW Buildex
stress plate
ITW Buildex
Karnak Corp.
Karnak
NRG Barriers, Inc.
Membrane Tvpe: SBS
Deck Type 1:
Deck Description:
System Type E:
Base Sheet:
Maximum Design
Pressure: -60 psf.
Wood, Non- insulated
" '3 : or greater plywood or wood plank decks
Base sheet mechanically fastened.
All General and System Limitations apply.
One ply of GAFGLAS® PIy 4, GAFGLAS® Ply 6 ®, GAFGLAS® *75 or
GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as
described below:
Fas _ Wing: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps
• i the :.si) and two row. raggered in Che .:'r 'f the sheet :" o._
Note: Ply 4 and PIy 6® applications require sheathing paper over the w.,ud deck
before application of base sheet.
Ply Sheet: (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 60 or
a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25
lb. /sq. ± 15 %.
Membrane: One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid®
Mop FR in type III or [V asphalt at an application rate of 25 lb./sq. ± 15 %.
Surfacing: (Optional) Install one of the following:
1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an
application rate of 25 lbisq. t 15 %.
\l:. (Imum Fire
:._ssification:
Class 'A% sec 6cneral Limits.wn F$2.
Maximum Slope: 3:12; see General Limitation #3.
S pecification No.: N - 1 - - MG, N-1-1-MG FR, N- l- 1 -MGFR, N -1 -2- 20/30, N- 1 2 - 20 /30FR,
N- 1 -1 -MGP
Product Control `•o 9 - 0330.06
Wood Deck
System Limitations:
Product Control No. 95- 0330.06
A red rosin sheet shall be .:stalled , _)n ail .. .d plank decks •■ ei :i r:ate
asphalt seepalze Lind bondinv r base sneer to ..)od plank deck. :A re.. :sin
sheet may also be installed on plywood decks as an option. A red rose„ sheet
is required on all applications where Ply 4® or Ply 6® is used as an anchor
sheet.
?. Pre - assembled 'Cap Nail' shall.not be used for base sheet attachment.
3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on
the sheet. Approved to -45 psf.
4. See PA 117 for extrapolation of data for higher design pressures.
42
Raul Rodriguez
General Limitations:
Product Control No.: 95- 0330.06
1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All
proposed asphalt producers must be approved by the applicant.
2. Fire ratings are determined by a combination of sloe deck type and assembly.
Refer to current Underwriters Laboratories Roofing Materials Directory or other fire
testing data listed by an approved listing laboratory agency. Fire ratings shall be in
compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code.
3. Maximum slope range shall vary for each system; consult current Underwriters
Laboratories Roofing Materials Directory and manufacturer's specifications for
compliance with design criteria for each project.
;. .An overlay /recovery board ins lacion canei is .: ,uired on all applications over
closed cell foam insulations when the base sheet is fully mopped. If no recovery
board is used the base sheet may be applied using spot mopping with approved
asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three
rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of
either system shall be at a minimum rate of 12 IbsJsq.. Note maximum design
pressure restrictions on spot attached systems.
5. Any amendments to these provisions shall be in compliance with Sections 203 and
204 of the South Florida Building Code.
6. All work shall be performed by a Contractor licensed to do roofing work in Dade
County. Contractor shall be familiar with the details and specifications published by
the manufacturer.
7. In re- roofing applications, moisture content in an existing built - up roof must be in
compliance with Section 3401.9(c) of the South Florida Building Code.
8. , Prior to application, all existing roof surfaces usea a bonding substrate ;na11 be
tested for uplift resistance in compliance with Dade County Protocol PA 124 to the
calculated design pressure of the roof deck.
9. If required, any Factory Mutual Approved vapor barrier in conjunction with
proprietary or approved adhesives may be used prior to the application of the
insulation layer.
10. Perimeter and corner areas shall have an increase in fastener density for both
insulation and base sheet in compliance with Dade County Protocol PA 117 of the
South Florida Building Code.
11. All attachment and sizing of perimeter milers and metal profile designs shall
conform with Dade County Protocol PA 111 of the South Florida Buil ' g C•de.
168
Raul Rodriguez
l
Fiashtn¢s shall be installed according to the manufacturers standard Lie :.: ,is.
be applied in cold application adhesive, approved asphalt or may be applied in
conjunction with an approved torch applied modified bitumen membrane. Specific
details, approved by the manufacturer, shall be submitted with the Section 11 Permit
Application.
13. Roll eood materials shall be stored in strict compliance with GAF `laterials
Corporation requirements.
14. Consult current Underwriters Laboratories Directory for the appropriate coating for
each roofing assembly to obtain the required fire rating. The assembly shall be
installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida
Building Code for maximum fire classification.
15. Asphalt moppings shall be with applied with asphalt approved by the applicant and
shall be approved in compliance with equiviscous temperature (EVT) methods of
asphalt application. Asphalt containers or bulk tickets shall indicate an EVT.
.r.uhed blowing temperature (HT) and flash poir.. Asphalt types and temperature
001 of th - ; m: Florida
16. Insulation may be installed in multiple layers. The first layer shall be attached in
compliance with Product Control Approval guidelines. All other layers shall be
adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq.
15 %, or mechanically attached using the fastening pattern of the top layer. Refer to
manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for
correct application procedures of insulation panels in approved asphalt or adhesive.
17. Pre- assembled cap nails may only be used for termination of fully bonded surfaces
such as mechanical termination at wood blocking, head and side laps, and base
flashing terminations. Cap nails shall not be used for the mechanical attachment of a
base sheet. Tin caps are required by the South Florida Building Code.
18. The submission of system specifications and details shall accompany the Section 1I
Building Code Permit. This information is available in the publications listed in the
'System Description' of this Product Control Approval. The submission of these
documents, as well as the proper application and installation of all materials shall be
the sole responsibility of the contractor.
19 standard p ci s1zes are a.:.., aoie ; r ,;._... __. ,ttachment he
approved asphalt, panel size shall be 4' x 4' maxuuum.
20. Fastener spacing for base sheet attachment is based on a minimum withdrawal
resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA
105. If the fastener values as tested are below 250 Ibf a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken
from Dade County Protocol PA 105. Calculations shall be based on a rupture value
(the fastener stress plate pulling over the base ply) of n, mon tI a 90 I,13f..
///
-
169
Raul Rodriguez
'roduct Control No 95- 41330.06
21. 'r astener spacin¢ r'or insulation att.i.:nment is oast .t a Minimum L. Kara. _cr.stic
Force (F') of 300 lbf. as tested in compliance wit:. 105. If r as field te:zed. is
below 300 Ibf. insulation attachment shall not be acceptable.
,7
GAF does not allow application of roof coatigs, other than a pour coat of asphalt and
gravel, over its granule surfaced Ruberoid® products.
23. In addition to the requirements of this Product Control Approval and the South
Florida Building Code, applicator shall follow the manufacturer's specifications.
170
Raul Rodriguez
rsocyanurate. ore-
oo fiber /iaocyanurate
.�5 Ply 6 ".
:al /so.
,sr. isocyanurete. ure-
oo tiber/isoCyenurate
:AS Ply 6 ".
lowing systems.
ns may utilize multiple
mechanically fastened.
nor, isocyanurete, ure-
)od liber /isocyanurete
,ulel. "Ruberoid Torch
.Iel
x roofing asphalt.
nuts). "Ruberoid Torch
rlel.
any thickness.
•nule). "Ruberoid Torch
, d•).
ne. perlite /isocyanurete
,s loft -set from plywood
mule), "Ruberoid Torch
uIel.
nule). "Ruberoid Torch
is/ Ind. "20 F Emulsion" •
rurate, urethane. perlite/
• min.
anule). "Ruberoid Torch
rule).
fiber, isocyanurata, urt
.rood fiber / isooyanurate
ranule). "Ruberoid Torch
mule).
,nurate, urethane. perlite/
n. min.
Ir anule), "Ruberoid Torch
,pule).
r. min, iaocyanurate, urr
anolic, 1.1/2 in. min.
neet ". hot mopped or me-
ROOF COVERING MATERIALS (TEVT)
217
ROOFING SYSTEMS (TGFU)— Continued
A rie , Ply Sheet One or more layers of Type G 1 "GAFGLAS
Membrane; "Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating a;
Emulsion at 3 gaVsq.
10.. Deck: C -15/32 • In
Insulation (Optionslk One or more layers partite, glass
thane, partite /isocyanurete composite. perlite /urethane c
r Bess Sheet One or more layers of Type G2 " GAFGLAS
chenicelly fastened in place.
Ply Sheet: One or more layers of Type 01 "GAFGL
mopped In place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Coat
Emulsion et 3 gaVsq.
Deck C -15/32 • Incline: 1/2
11
LOOK FOR MARK ON PR()UCT
4 ". hot mopped in place.
1.1/2 gaVsq or GAF Weather Coet
inc 1/2
'Der, 3/4 in. min, isocyanurete, ore.
• phenolic, 1.1/2 in „ern.
7 5 Bass She•t ", not mouuea or r-
Ply 4 ". or " GAFGLAS Pty 6" hot
11.
Insulation: Isoysnurate, 2 In. min.. wood fiber, perlite or glass fiber, any thickness, hot
mopped or mechanically fastened in place. Joints offset 6 in.
Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped or me-
chanically fastened in place.
Ply Sheet (Optional): One or more layers of Type 01 " GAFGLAS Ply 4" or "Ply 6" hot
mopped in place,
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Options* GAF Fibered Aluminum Coating at 1-1/2 gaVsq or GAF Weather Coat
Emulsion at 3 gaVsq.
12. Deck: C -16/32 Incline: 1/2
Insulation (Optional): Isocyanurete, perlite or glass fiber, any thickness, hot mopped or me.
chanically fastened In piece. Joints off-set 6 In,
B ase Sheet One or more layers of Type G2 " GAFGLAS #75 Bus Sheet ", hot mopped or me-
chanically fastened In place.
Ply Sheet One or more layers of Type G 1 " GAFGLAS Ply 4" or "Ply 6 ". hot mopped in place.
Membranes "Ruberoid Torch FR" (granule).
Surfacing (Optionalk GAF Fibered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Cost
Emulsion et 3 gaVsq.
13. Deck: NC .I Incline: 2
Insulation (Optionelk Isocysnurati, wood fiber board, partite, glass fiber, any thickness, hot
mopped or mechanically fastened In place. Joints off -set 6 in.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in
place.
PIy Sheet (Optional): One or more layers of Type 01
mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optlonatk "GAF Fibered Aluminum Coating"
Emulsion at 3 gaVsq.
14. Deck: NC Inc
Insulation (Options* Isocyanurate, wood fiber board, w
mopped or mechanically fastened in place. Joints off -set
Base Sheet One or more layers of " GAFGLAS #76 Bas,
' Ply Sheet (Optional): One or more layers of "GAF GL,
place.
Membrane:: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion apP)ieu - at 3 gaVsq or GAF Fibered Alumi
num Coating at 1.1/2 gaVsq.
D eck: C - 16/32 Incline: 1/2
Insulation (Optionslk Peruse, fiber glass, Isocyanurate, urethane, perlite /iaocyanurate compos-
ite or phenolic.
B ase Sheet One or more layers of Type 04 or G-3 base sheet hot mopped or mechanically
fastened
Ply Sheet (Options* One or more layers of Type 0-1, hot mopped In place.
Membranes " Ruberold Mop FR" (granule).
It Deck: C -16/32 incline: 1/2
Insulation (Optional): Perlite, fiber glass, iaocyanurate, urethane, perlite /isocyanurata compos-
ite or phenolic, of-set 8 In. from joints.
Base Sheet One or more layers of Type G -2 or G-3 base sheet hot mopped or mechanically
fastened,
Ply Sheet (Optional): One or more layers of Type G -1, hot mopped In place.
Membranes One layer of " Ruberoid Torch" (smooth).
Membranes One layer of "Ruberoid Torch FR" (granule)
17. Deck: NC incline: 1
Insulation (Optfonalk Perlite, fiber glass, wood fiber, Isocyanurate, urethane, perlite/isocyanu-
rate compwlte or phenolic.
B us Bleat One or more layers of Type 04 or 04 base sheet, hot mopped or mechanically
fastened
Ply Sheet (Options* One or more layers of Type G-1, hot mopped in place.
Membrane: One layer of "Ruberoid Mop FR" (granule).
11. Deck: NC Incline: 1/2
Insulation (Options* Perlin, fiber glass. wood fiber, iaocyanurate, urethane, perlite/isocyanu-
rate composite or phenolic.
Base Sheet (Options* One or more layers of Type G-2 or G -3 base sheet, hot mopped or me-
chanically fastened
Ply Sheet (Options* One or more layers of Type G -1, hot inopped In place.
Membrane: One layer of "Ruberoid Torch" (smooth).
Membrane, One layer of "Ruberoid Torch FR" (granule).
" GAFGLAS PIy 4" or "Ply 6" hot
1.1/2 gaVsq or GAF Weather Coat
ne: 1
Mite, glass fiber, any thickness, hot
in.
heat ", hot mopped in place.
Ply 4" or "PIy 6" hot mopped in
Registered Architect and /or Engineer
Permit No
MIAMI SHORES VILLAGE
APPLICATION FOR BUILDING PERMIT
Application is hereby wade for the approval of the detailed statement ur ore plans and specifications herewith submitted for the build •
ine or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the i3uil.Iing Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address ...... E 250 N t E,,,, _ STREET
Name and address of licensed contractor.... A.• N......MA.RT1N— .B.Q.0.E:LLLGs..
Location and legal description of lot to be built on:
Disapproved � \ Date
(Signed)
Building Inspector
Chair :flan
\icrriber
Mcmbcr _....._......_..._._ ...._.......
Council Approved Date
NOTE: A charge of $1.00 will be made for
the P1, nnir.,. Board.
. A rc- inspection fee of 51.00 will be charged
materials and /or workmanship.
BUILDING INSPECTION DEPARTMENT
Lot Block Subdivision
Street and Number where work is to be done 2 5. Q... a ...E.,,.... 91 �� -- . �� ...aTw. _._ __...._.._... _.._ ._,
State work to be done and purpose of building (by floors) :C.rlr p� r7 (✓t_
PLANNING BOARD DATE
Date..._..._....__...___.._2 _ _
— No7.5 $. - 6 J . street._..
13 5... T u_..__
Estimated Total cost of improvements $
Zone cubage required Plan Cubage
Distance .to next nearest building.. Size of Building Lot
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
_..__ and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories /. _
To be constructed of Hind of foundation Roof Covering
Amount of Permit S......
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 undcrsi red applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be rformed under this
pennit, as are licensed by Miami Shores Village.
Remarks..._..... ___ —. -- (Signed)..
STATE OF FLORIDA, i
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
_— ....to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
N l/
Date ......✓S! /N..%/`'17..
Mcmbcr
Member
Member
Disapproved Date
making corrections or changes to this application after approval has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building E'i ".
PERMIT N9 _ 4385
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE. FLORIDA
Architect
Contractor
or Builder M Fr
Legal Lot
Description 11 B1
Address of
Building
Signed-
Work to be performed under this Permit
Value of
Project $ J
Subdi-
vision
v / _
• i,1�pE
DATF r'
Contractor's
License No. a
Amount of
Permit $
195 a"
This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specications and that he assumes responsibility for work
done by his agents, servants or employees. ;'"
BY
INSPECTOR ,/
In consideration of the issuance to me of this permit I agree to perform the work coverecj hereunder in compliance with, all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac-
cepting this permit I assume responsibility for all work done by either, myself, my- agent, servant or employee.
BY f AUTHORITY
BUILDING
ELECTRICAL
PLUMBING
. ROOFING
• 4
� r.4 E G-
/0
- s'° Tr."" 7
Owner of %� v 1
e0
Building
Architect
Contractor :.
or Builder tJ --+
Legal Lot
Description
Address of
Building v ,a ._
MIAMI SHORES VILLAGE. FLORIDA
DATE _1 %� 195
PERMIT N° 7200 Contractor's -�
License No.
Work to be performed under this Permit
B1
pp Value of
( Project $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the st ements gt specif' a ons and that he assumes responsibility for work
done by his agents, servants or employees.
Signed. ✓ �' CS
•INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac-
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
r �
• CONTRACTOR OR BUILDER
BY AUTHORITY
Subdi-
vision
Amount of
Permit $ /• --�~" "°�
BY•
Registered Architect and /or Engineer
Name and address of licensed contractor
State work to be done and purpose of building (by floors)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT /
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work. A
Owner's Name and Address. - /1 ' ` e e ,„,e 4 4,
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done ,
Date G r
No. �B Street
19
o
a..oasg
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 $ .S 6 b Amount of Permit $
Zone cubage required _Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load o 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 hint
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subc8ntr } tors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed) � ` "' a4
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. j
Permit No 1__ t/ e. (1 Date 5 C Read, Sworn to and Subscribed before me.
Disapproved ____ �f _ Date
_ Notary Public, State of Florida
( Signed)
ing Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and/or workmanship.
C.I.V.I•t
ENGINEER
Zara, Inc.
420 Southwest 18 Road
Miami, Florida
Project:
Dear Sirs;
LG ENGINEERING SERVICES, INC.
Consulting Engineers
2020 Northwest 7th Street
Miami, Florida 33125
Tel: (305) 649 -6454
Fax: (305) 541 -3298
TILE UPLTET_TEST
Residential Home
250 Northeast 91 Street
Miami Shores, Florida
Information provided by client:
Permit Number: 2002 -118
Date Completion: February 28, 2002
Roofing Contractor: Zara, Inc.
LG Engineering Services, Inc. Project Number: LG02 -0432
(Testing Laboratory Certificate #00- 0224.07)
March 5, 2002
In accordance with your request and authorization, a representative of LG Engineering Services,
Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard RAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and
mechanically attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 5000 square feet, and the mean height of
the roof is less than 30 feet above ground surface. The type of tile used for this project was
reported to be Capri Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile
in the perimeter area and one test for every 200 square feet of roof tile in the field area were
tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof
tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner
were physically examined.
Based on our' test results, we conclude -that the installation of the roof the a the above re
project: the test requirement outlined in the above mentioned protocol Attache ► end
a copy of "our test report for your review.
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
yohamad Sonny Salleh, P.E.
-Project Manager
TILE_J TEST
Residential Home
250 Northeast 91 Street
Miami Shores, Florida
Test Number
Test Load (lbf)
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
Report of
TILE UPLIFT TEST
for
Residential Home
250 Northeast 91 Street
Miami Shores, Florida
Project Number: LG02-0432
LG Engineering Services, Inc. -- Tile Up lift Test Result -- Project Number: LG02-0432, Page 1
Test Number
Test Load (ibf)
Test Status
24
35
Pass
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass ,
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
52
35
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02-0432, Page 2
Test Number
Test Load (lbf)
Test Status
53
35
Pass
54
35
Pass
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
5
Fail
71
35
Pass
72
35
Pass
73
35
Pass
74
35
Pass
75
35
Pass
76
35
Pass
77
35
Pass
78
35
Pass
79
35
Pass
80
35
Pass
81
35
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Prolect'Number: LGO Page 3
Test Number
Test Load (lbf)
Test Status
82
35
Pass
83
35
Pass
84
35
Pass
85
35
Pass
86
35
Pass
87
35
Pass
88
35
Pass
89
35
Pass
90
35
Pass
91
35
Pass
92
35
Pass
93
35
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02-0432, Page 4
North -
Approximate Test Location
LG Engineering Services, Inc. Tile Uplift Test Result -- Project g g � t Number: LG02 -0432, Page 5
Date
Type Insp'
Permit No.
Name
Address
Company
Phone # V 05
For Inspector: n_
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
D
ime
,✓ Name & Date
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
r
Lot
Address of c
Building
MIAMI SHORES VILLAGE. FLORIDA
DA
PERMIT N? 4133 ' \ Con
0
0
CONTRACTOR OR BUILDER
F d
d
Work
to be pert
BY
0
+J -195''
Subdi-
vision
Value of
Project $ ( +; ° ,
Amount of:, 7
Permit t
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawls or in the statements or specificat ons and that he assumes responsibility for work
done by his agents, servants or employees. �' ..`,�- -'`.; 0°.. -� ., ./` •
e s/ '` ,
Signed: 7.-4 . ? . A' < , _ / l BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac-
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
AUTHORITY o
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Builder Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address
Registered Architect and /or Engineer........ f ,r
Name and address of licensed contracto Lk? f� ie
Location and legal description of lot to be built on:
Lot Block 'Subdivision
Street and Number where work is to be done °C 7) .f
State work to be done and purpose of building (by floors)
peered
Disapproved .._.... _.. .. Date.
(Signed) L)) i'
Building Inspector'
PLANNING BOARD.
Chairman
Member - -.... __._........._.._._.._
Member
Council Approved._ _ Date
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of $1.00 will be charged
materials and /or workmanship.
f /a
1 9
Date ..._.... � � a
ado saz' 6
.A A
r {r
b .
- y and for no other purpose.
New Building Remodeling. Addition Repairs No. of Stories
To be constructed Kind of foundation Roof Covering
Total cost of improvements $ 7 t ' ,1 Amount of Permit $ ..1
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. AU 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 5988, Compiled General Laws of Florida, Penn• nt Supplement.
and has complied with the provisions thereof, and will require similar compliance from all con Mors or sub - contractors iployed by him
in the work to be performed under this permit; and will post or cause to be posted for in • i .. on he site of the woe ch public notice
or notices as are required by the Act. The undersigned agrees to employ only sue for_ `` b i e ormed under this
permit, as are licensed by Miami Shores Village. ! :,
Remarks ..... _ .. (Signed _'� / - if - -
STATE OF FLORIDA, I
COUNTY OF DADE. I W '
Before me, the undersigned authority, a notary public, duly authorized to administer oaths
take acknowledgments, personally ap-
.to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No. A Date 2 .. Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
DATE
Member
Member
Member
Disapproved Date
making corrections or changes to this application after approval has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
MIAMI SHORES VILLAGE, FLA.
JOB vt •4 A✓ /4- -S S
ADDRESS :C'a < < . /,
INSPECTION 1 1$ ` —
TIME READY J afQ "
N9 5016
..y
REMARKS:
7/
INSPECTOR t r✓�� i�
DATE 9
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
FOUNDATION
C,- / - -
4I
? C_ 1/"14
TEMPORARY SERVICE
TEMPORARY SERVICE Y
, �� P
BEAMS & LINTELS
'- ( I. - SZ,44>
-5,
cow%
S ',
SEWER
RANGE CONN. $
FRAMING
/ -1 -.SL rk
4to 44-
Li-WI
$
GAS
FIXTURES $
$
$
at $
FINAL
DATE
BY
RE- INSPECT
BY
.
BY
h
LEAN -UP
-a`. -GA
- '±
TO O
4((Zt>- Q -2 7•SZ
007.
<#1.
_/
1G
[CONTRACTOR F S I q 4 9 e�0••••4 3 j..ac.. �+
. Co
PHONE
��J
7 //
PERMIT NO. 2 pp
DATE O —Z0 —,Z.
FEE $ f4". 0 0
NEW BLDG. X 1 ALTERATION 1 ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
TEMPORARY SERVICE Y
, �� P
$
SEPTIC TANK Ocgj 0 Cr „ 5r_�C � IT
O- 71479e,y
AZ
S ',
SEWER
RANGE CONN. $
$
SOLAR HEATER
4 MOTORS S
$
GAS
FIXTURES $
$
$
at $
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
ROUGHING 2
GAS
-a`. -GA
- '±
TO O
4((Zt>- Q -2 7•SZ
007.
<#1.
_/
1G
k,SEW ER
*ROUGHING
SEPTIC TANK
W. HEATER CON
SOLAR HEATER
RANGE CONN.
!%IXTURES
' ' "FI XTURES & FINAL O
O/G To Po—A4-- o
o /..-/.3 - a
a-
CONTRACTOR P
PHONE
PERMIT NO. D
DATE F
FEE $
•NEW BLDG. A
ALTERATION I ADDITION R
REPAIRS
9
t SPECIAL PERMITS ,
PERMIT NO. D
DATE F
FEE
TEMPORARY SERVICE Y
, �� P
/ atJG S ,1 <<-,"' -
-.$ % - '-' ;d /. D-a
?H. W. HEATER CONN. $
$
RANGE CONN. $
$
4 MOTORS S
S
FIXTURES $
$
at $
$
t I NSPECTIONS D
DATE B
BY R
RE- INSPECT B
BY R
RE- INSPECT B
BY
1.
(°TEMP. SERVICE {f L
L.. Ci -4i-i 4
474 .4 - 0
0K T
To ,°0...,�., 6
6 .
.
*ROUGHING
W. HEATER CON
RANGE CONN.
' ' "FI XTURES & FINAL O
O/G To Po—A4-- o
o /..-/.3 - a
a-
rim-CAP- BUILDING INSPECTIONS r�°rn i7 �i 3.4t'J
PLUMBING PERMITS & INSPECTIONS
IL _
\j
N
1.1
ELECTRICAL PERMITS & INSPECTIONS
f _
V APPROVAL. TO POWER CO. FOR SERVICE DATE
BY
A OWNER'S NAME
C. l:cCut:chen
PRESENT ADDRESS
. r
250 I :-.,;. ';1s . Sto
LICENSE NO.
_ PHONtiZ 4O.
JOB LOCATION (ST. OR AVE.)
250 L. I. J1st ,)t.
LOT
G ": 7
BLOCK
3
SUBDIVISION
.;,1 i ortal Sub.
GENERAL CONTRACTOR
lean ':.. Claussen
ADDRESS
PHONE NO.
LICENSE NO.
1W5
1133
BUILDING PERMIT NO.
8/6/56
DATE
2'(.00
PERMIT FEE $
BUILDER'S BOND
-2006 8/6/56
NO. DATE
ZONE REQUIREMENTS 17,500 CU. FT.
';''
PLAN CUBE x '! 77 ` ) CU. FT.
EST. COSTS x' C'07o00
�. r. harkel
DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY:
DATE
C /G/56
NEW CONSTRUCTION
TYPE
C
STORIES ROOF CONSTRUCTION
1 Tile
INTERIOR CONSTRUCTION
2 ER- 2 3ath
REPAIRS
DESCR IPTION
:ioocl Floors a.}.d ease, 1 las iercd ::alls and Ceilings
ALTERATION
DESCRIPTION
and Tile Sills
ADDITION
SUBMITTED TO PLANNING BOARD
APPROVED
REJECTED
REFERRED TO COUNCIL
REASONS
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
REMARKS
CERTIFICATE OF OCCUPANCY NO. � \
, I S.
SSUED
e.4
BY
I C , M c a tee c A) '
TO
BUILDING PERMI]I' /AND INSPECTION RECORD -MIAMI SHORES VILLAGE