ROOFINGTest Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
1
26
�sQ
51
76
2
r ,1/444-1:,
27
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
36
_
61
86
12
37
62
R7
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
50
75
100
Owner's Name
Job Address
Roofing Contractor:
Type of Tile / L Ty F E —
Approximate Roof Height J. feet
THIS REPORT BMI BY:
(Asc-
PNA Pe, -4
FOA-P. Ci>c j
Type of Access to Roof: Scaffolds ✓Ladder
Approximate Square Footage of Roof: 400—o ft
Required Testing F rc : 35 lbs. Testing Equipment: Chatillion 100
Date Tested: 0 � (
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
04
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
thorization # 4100
P.E.4iG j
SITE SPECIFIC INFORMATION
TEST RESULTS
P = PASS, F = FAIL
p ermit #
t ('
4 ?� '7S
Date Installed
Roof Pitch 4 :12.
Other
Project
N° 1343
$KETCH OF ROOF
JOB 19 2'S 1 4 8� L
SHEET NO Of L_
CONTRACTOR
CHECKED BY
SCALE
DATE
■111111VU W &
■mrspnum ■% ■�'�. r o-
...ammowslgrow
■ ■ ■■■ ■ ■■�:�il, &4
1
umma morn \\ =,, , \r te
aill■■tea ■ ■L ■ %■\
111111
W ARW.'
NOTES:
• a>"•
Date
Legal Description S 53 1,Z /� I n n e y f,& Historically Designated: Yes No
v �i 7 ')Ff
1-07" K
Owner/Lessee / Tenant 3 f e �c e /l ,- 4, %"-4
Owner's Address f 0 a - N L 9r � ) Slug 12 s
Contracting Co.
Qualifier � ✓v 5
State #
Architect/En
Bonding
Mort
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA
WORK DESCRIPTION K -- ia-cf
, 2141 r-e f /41 r� f ar
Square Ft. ,-- 5 Estimated Cost (value) /Adt7
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AF
laws regul
IDAVIT
cons
cti
Signature of owner and/or Condo President
J 7/r
Notary as to Owner and/or Con o Pfesident Date
My Commission Expires:
g/c e TO Z
FEES: PERMIT I/ /fi r
APPROVED:
Zoning
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
v-�
Job Address to as /\1 -
I
Municipal #
Date
`\\2t t//1 „.. CLAUDIA VAN ZYCK
,.otary
�pubric Mate of Florida :
My Comm. Exp: 04108/00`
i�
/// \ ` Comm #: CC54013
'..n.A �,�1/�e�. A MAC ^�nnM�l1MMIN�
Building 7)
Mechanical Plumbing
Tax Folio // -- 3a 0S— 0 3. — 6°V°
Phone (3 ° r) 7 .?G (49
- z �� G N(h 3)/( 0/
3 b1 S5
Competency # '1713S b,> (V7
-734---.5 ~
Ins. .
Address
Address
Address
address
Master Permit # (/' 31 ? W
ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
and z • ring. Furthermore, I authorize the above -named contractor to do the work stated.
RADON C.C.F. / .2 0 NOTARY
Electrical
AVING FENCE SIGN
e — rov}.
BOND
Signatur of ontractor or Owner- Builder Date
/0
ff l l �. y, _ 414(0 / /
ti►?! V%'� • :
Not 'R • �� •�� �' , ' :1 LC' der Date
CI all( ANY :v
My C mmissio 1• -�S�LCIe"t)
W 3SA NVUON "' tit{
Z
TOTAL DUE 0(4
Engineering
Low Slope Application)
❑ (AsphaltlFiberglass Shingles)
Flat Roof Area (ft') ( 10V Sloped Roof Area (ft') Total (ft') moo' Master Permit No. !
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1)•
Ft.
12341-Te 196
Appendix "E"
UNIFORM ROOFING PERMIT A.P.P
ROOF CATEGORY
❑ (Nail -On Tile)
❑ ( Metal Roofs\Wood Shingles & Slta;ces) ❑ (Other)
ROOF TYPE
❑ New Roof ❑ Re- rooting ❑ Recovering ❑ Repair ❑ Maintenance
ATTACH :4F.N T
Type:/ /S
5PACt.1 ;
Field: Perimeter: Corner:
DETAIL 18r. 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
6/
Page -1
Addr;a,.:
ROOF PLAN
klYtol;a, Auitesn Sct 'file)
GAFGLAS 3 Specifications N- B- 4 -M /P6 and N -B -4 -M
t sueLep
VW 2144
i .
GAFCLAS
Mineral Surteted
Cep Sleet
1 r spa Lae ..
Meltable asee I
Sheath /al riper
(II required)
hie Steel
(leo arrow)
GAF4r.AS rly
Materials _
Sheathing paper (1 pry, ii required)
Base Sheet
GAFGLAS Ply (2 plies)
GAF Materials Corporation Roofing Aspriei!
tnterpties
Cap Sheet
GAFGLAS Mineral Surfaced Cap Sheet (1 ply)
Roane
Mplee
Ncrth, South, and West Zones
Nadable decks up to 6 inches per loot slope, except for lightweight insulating
concrete cecks which are limited to a maximum slope of 1" per foot. Mood,
plywood poured gypsum. precast gypsum planks, other acceptable nailabte
decks. for lightweight insulating concrete decks, see page 9.
Approximate Weight per Square 175- 250los..
Specifications
General
Design and Application Considerations detailed in this Manual shall apply in
addition to the hollowing recom,nendaiwns ana sueciiications.
Application of Roofing Membrane
1. Over entire surface. lay one ply of sheathing paper where applicable. Lap
eacn she 2 inches over preceding sheet. Nail scrficiently to hold in pine.
2. Starting at the low point of the roof, lay one pry of Base Srreet, lapping each
sheet 2 inches at edges and not less than 6 inches at end laps. Nail atnng lap
of base ply at intervals not to exceed 9 inches and stagger -nail down c2iitei of
sheet in two rows wit'I !f A l i ; s'J ?Ceu at I S nt ;I; role' /2:5 in
teners with integral metal heads at least 1 inch in diameter or square that are
recommended by GAF Materials Corporation or the deck manufacturer. (See
'Special Instructions' below.)
3 Starting at the low point cf the roof, mop two psias at GARiLAS Fly shingle
fashion : ; I' rel;f l'/ 1ins trs(r. art.;:pr': :ecin ;lrhiet:'nnil!).
mopping to the •.nler jiG,1 base S'i t to r;;', le t`;B' ;Iles o',P.r the ".ntlre
area
Asphalt Requirements
interpry mappings of flooring Asphalt must be applied in a continuous film and
> shall consist of approximately 25 pounds per 100 square feet of root area with
a toieran_d r.Lt to ?rr.aed 20% phi; Cr r ^:r :US. T:15 E,rpaC.frid ?: 657h?tt for 'he
slopes mvolu r most be iise4.
Slope per foot
Upto3'
UL Class_
A
A
B
Substrate
c
NC
C
SNac ;11•r +itn
Vaahi:'o
N- B- 4 -M/P6
N-B-4-M
Asphalt Type
Steep ASTM Type tlf
HT•Steep ASTM Type IV
Slope
2'
3'
3 'h'
IllM91111
C0.'14411061
On slopes up to '/r inch per foot, Fiat ASTM Type II may be used except in
Florida, Texas, New Mexico, Arwona, and Califomia.
Surfacing
Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application
instructions on page 20, so that the laps are offset from the laps of the ply sheets.
Special instructions
1. See recommendations for use over gypsum decks on page 9.
2. Acceptable Base Sheets include: STRATAVENT• Nailable required for freshly
poured gypsum decks, GAFGLAS 175 Base Sheet, RUBEROID' Modified Base
Sheet. GAFGLAS. PLY 6', and GAFGLAS Ply 4. For woad decks and structural
wood fiber decks, when GAFGLAS Py 4 or GAFGLAS PLY 6 is used as a base
sheet, a sheathing paper is required.
3. See 'Nailing of Base Sheet,' page 19.
4. For roof slopes of 1 inch per toot or more, all ply felts must be back - nailed 4
inches in from the back edge of the felt. See installation on Steep Roofs,' page 10.
UL Classification
UL Chart Key
1. Substrate
C = Combustible and Noncombustible
Combustible = Wood planks, boards, etc., plywood (min. '' /n inch thickness),
oriented strand board (min. VI inch thickness).
NC = Noncombustible only
Noncombustible = Steel, poured or precast structurai concrete, lightweight
irsirlaf nb ; ; :er• ; t /psurr, structural wood fi; 'r, etc.
2. Slope
Maximum slope a!lnweel, in inches per foot.
Coax: :tees Available
Liberty Guarantees
15 yr. West Zuoa ,:hr; 'A'c 7d De:ks.+
15 yr.
Lightweight Insulating Concrete.
(See page 9.)
12, 10, 5 yr.
1
56
OAP YAT[RIAu
CORPORATION
Bleep Asphalt
ASTM TypelI
Uphtwelpht Insu or IV
Counts Deck �� �
or Plywood
STRATAVENT
Nall akle 71
4' Side
LAP
�
39�/i
2'' In ittf.el
GAFGLAS PLY B
RUBEROID MOP PLUS .
or MOP FR
Substrate— Lightweight insulating concrete decks with a maximum slope
of 1 inch per foot. See "Lightweight Insulating Concrete Decks," page 10.
West Zone only - minimum plywood decks with a maximum slope of
3' per foot.
Materials
Base Sheet
GAF Materials Corporation Steep Roofing Asphalt ASTM D -312 Type III or IV
GAFGLAS PLY 6° (2 ply)
RUBEROID MOP PLUS or MOP FR
Approximate Weight Per Square Total 220 -275 lbs.
General
Design and Application Considerations detailed in this Manual shall apply in
addition to the following recommendations and specifications.
Application Recommendations
1. For lightweight insulating concrete decks, starting at the low point of the
roof, lay one ply of STRATAVENP Nailable, side lapping each sheet 2 inches
with not less than 6 inch end laps. Nail along the side lap of base ply at inter-
vals not to exceed 9 inches and stagger -nail down center of sheet in two rows
with nails spaced at 18 inch intervals in each row. For " /32' minimum plywood
decks (West Zone only), starting at the low point of the roof, lay one ply of
RUBEROID Modified Base Sheet or GAFGLAS #75 Base Sheet, side lapping
each sheet a minimum of 2' and with a minimum of 6' end laps. Nail along the
side lap of the Base Sheet at intervals not to exceed 9' and stagger nail down
the center of the sheet in two rows with nails spaced at 18 inch intervals in each
row. See 'Nailing of Base Sheet' on page 20.
2. Starting at the low point of the roof, mop two plies of GAFGLAS PLY 6, shin-
gle fashion, lapping each sheet 20' /e inches over the preceding sheet; solidly
mopping to the underlying STRATAVENT to provide three plies over the entire
roof area.
3. Starting at the low point of the roof, embed one ply of RUBEROID MOP PLUS
or MOP FR (Granule) in a solid mopping of Steep Roofing Asphalt ASTM 0 -312
Type III or IV applied at a rate of 25 pounds (plus or minus 20 %) per 100
square feet. The membrane must be positioned to provide 4 inch side laps and
6 inch end Zaps.
Note: Steep Roofing Asphalt should be mopped at a minimum temperature of
400' F (with a target temperature of 425' F) or 20' F above the EVT, whichever
is higher. Walk or press the seam to provide for 'I, inch asphalt flow out to
assure sound laps.
RUBEROID® MB Specifications N -3 -1 -MGP and N -3 -1 -MGPFR
RUBEROID FR UL Classification
UL Class Substrate Slope Specification
A NC
A C
1" N -3 -1 -MGPFR
'/:" N -3 -1 -MGPFR
For more extensive UL classifications, see page 6.
UL Chart Key
1. Substrate
C = Combustible and Noncombustible -
Combustible = Wood planks, boards, etc., plywood (min. ' inch thick-
ness), oriented strand board (min.' /: inch thickness).
NC = Noncombustible only
Noncombustible = Steel, poured or precast structural concrete, lightweight
insulating concrete, gypsum, structural wood fiberboard, etc.
2. Slope
Maximum slope allowed, in inches per foot.
CompositeRcof
Each of the specifications on this page
meets the demanding requirements
of a GAF CompositeRoof system.
TN
Guarantees Available
Specification
RUBEROID Liberty RUBEROID
N -3 -1 -MGP, N -3 -1 -MGPFR 20, 15, 12, 10 12,10
PRODUCT CONTROL NOT }CE OF ACCEPTANCE
GAF Materials Corporation
061 Alps Road
Wayne, NJ 07470
Your application for Product Approval of:
GAF Conventional Built -Up Roof Systems for !Wood Decks l � 2/
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Mate als a}td Types of
Construction, and completely described in the plans, specificatians and calculations as subrnintdr :
Dynateclr Engineering, Inc., Factory Mutual Research Corporation, and !Irrderwriters Laboratories, Inc.
has bccn recommended for acceptance by the building Code Compliance Office to be used in Dade'County, flork:a
under the spetilU. conditions s..t faith cr pagr'S anti the ;tsndard conditions on ,ra1ge 41.
This approval shall not be valid afte,• :hr: io.piration date stated below, The building Code Compliance Cf7ict.
reserves the dell: iQ xr:urc li ' ?reducf. .l- ro37erta1 at any 'tme from a job :l;. ci' ninnufact :)In ii fur t!i l�ty
control testing. If this product or material faits to perform in the approved manner, the Building Code Compliance
Office may revoke, modify, or suspend the use of such product or material immediately. The building Code.
Compliance Office reserves the right to revoke this approval, if it is determined by the building Code Compliance
Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code.
The expense of such testing wiil be incurred by the rnc. u a 1urer.
Acceptance No.: 97- 0804.21 Iteviut;t :ra.; 95- 1003.03
Expires: I ;. :6
Appro'rtt : 111(34,T
Internet malt adaress: postmester@bulldingcodeonlIne.com
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
N 4 2,' , 1 c IDA A, SUITE .1563 1603
J�" , X377 ���l IB 3330
(' (305) 375-2901
FAX (305) 375.2908
PRODUCT CONTROL DIVISION
(3)5:37°.• 902
FAX (30S) 37339
aul Rodriguez
Product Control Supervisor
TIIIS IS THE COVERSIIE£T, SEE ADDITIONAL l'AGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Office and approved by the building Code Committee to be used in Dade County, flori under the
conditions set forth above.
Charles Danger, P.C.
Director
Building Code Compliance Dept.
Metropolitan Dade County
,e { .vim
ttomapage: Irttp .l /www.buitdingcoceonline.com
q 'P[�ltcan_t:
GAIL Materials Corporation
1361 Alps Road
Wayne, N1 07470
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING ' SYSTEM APPROVAL
ROOFING
Category: Membrane Roofing System
Sub - Category: Built -up Roofing
Type: Conventional
Sub -Type: Fiberglass
System Description
GAF Materials Corporation, a manufacturer of commerc=al roorr.g products for more than 100 years,
produces a wide range of roof products for built -up and modified'uiiumen roofing systems. In addtuon,
GAF offers two ply modified systems to meet the demands for multi -ply SBS modified :,p
GAF provides warranted systems over various insulated and not.- ins:1ht►eu s..,L. x•21!:1 ;, copies cf whirl'
can be obtained from GAF and can be found in the "GAFGLAS Built - Up Roofing Application xict
Specifications" manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratoris and have been tested in compliance with al! requirements of the South Florida
Building Code. Specific classifications for assemblies are :isted i ;s t!!e cutreat a1:t... Roofing M.aterinl
Directory and t current ,'.:. r Mutual .ova! .u;
GAF Materials Ccrmit products are distributed through a wide network of roofing who'csate
distributors throughout the South Florida area.
For more information on specific roof system , :nnstructions, contact the Serii:c Tice, ioc: led
in Wayne, New Jc:sey, a! i..8OC..[?00r. 1,
Contact:
Wil!i>rm '. Woodring
Director of Technical Service:
(973) 628 4134
Page 2 cacti
Product Control No.: 97-0804.2i
App ;ova; Datc: No•v r j' r 41, 1997
.t'..Xplrinioti Dric: ru:Y:':.': :0.itr 1, 1n90
7,',ofing Product Control Exemit.Tr
Insulation Types:
Basalt Wool
Perlite
Polyisocyanurate
Composite Board
Woou i tberlidErd
I ligit Density Wood 7iber1 d
Rockwool
\Aev:mitm Design Pressure
Material Design Pressure
Wood -75psf
Mrximum Fire Classificmion
Material Classification
Wood Clr 'A'
Note: i'tre cyc:;siiications and maximum d;Ei;a pressir..s do not reference all assemblies over all deck
types. f &e: iew systcni :cr d',ign pi ::; .ures and ti,e llyd^r.vri!ers Laboratories Roofing
Mntcri:,ls Diieciory tbr Fire :'Iass ;Ccaticils.
Page 3 of 41
ga,
Rooting Product Control Examiner
Product
GAF Asphalt
Concrete Primer
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion
GAF Premium
Fibered Aluminum
Roof Coating
GAF 3etblak Al;
Weather Plastic
Cement
RU13ER0!
Modified Bitumen
Flashing Cement
lctbI ck Premiu:tl
tasii,lig Cement
GAFGLAS® X75
GAFGLAS 1180
Ultiina 13ase Sheet
GAFGLAS Ply 6®
GAFGLAS Flex
P1yTM 6
GAFGLAS Ply 4®
TRADE NAMES OF PRODUCTS MANUFACTURED OR
�.,t. BELED BY APPLICANT
Dimensions
5, 55 cations
60 lb. bags , STMv1 7 :f1". , 3
5 ^1llo!tti
gallons
5 galions
5 gallons
5 g2!lcr.i
3 sq. roll
75 Ib. roll
2 Sq. Roll
70 lbs. /roll
5 sq. roil
45 Ib. roll
5 sq. roll
45 Ib. roll
5 sq. roll
Tes t
Specification
ASTM D 41
ASTM 1227
/ %S FM i1 301=9
ASTM D3409
ASTM D 4586
Pape 4 nr4t
Product
Description
,A..sohalt concrete primer used to promote
ftcllte�on of asphalt in built -tip rooting.
urzr.uic ; for surfacing of exposed
asphalt, cold process cement or
ti.u�l'r•m. C,t !v: iii:; � ;ltir:l:c
Granules shall be used for flashing
applications only.
Surface coating for sn'onrtl Surfaced
roofs.
ASTM D 2824 Fibered aluminum coating.
Relined asphalt blended with a minerzil
stabilizer arid fibers. Permits 'adhesion
to wet and dry surfaces.
Fiber rciniorced. polymer modified
Flashing cement
ASTM ^ 4586 As;,' alt tjashirn; Cetr,cr.t.
ASl"!1
D 4601 rlspl�..l; i.r. :);,:rd glass
mat b:ac
ASTM D460I Asphalt impregnated and coated,
fiberglass base sheet
r6'1 i.i ti 2 i i J Ty pz. V 1 .:spha,t .i::pi _g 1_:eg! glass f:!t
with asphalt coating.
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2 1 7 8 Type I V asphalt impregnated glass felt
with aspllatt
oo ing Product Contro
Product
GAFGLAS®
Mineral Surfaced
Cap Slscct
GAFGLASO
S•rRATA VENT { ty
Perforated
GAFGLAS® Flashing
GAFGLAS®
STRAT.AVENT
Nailable
RUDEROID Madi!'eJ 3 ..q troll
Base Sheet 67 lbs.
GAFTEMP®
Isotherm R
Tapered GAFTEMP®
isotherm R
GAFTEMP isotherm
RA
Tapered GAFTEMP
tsother.•,i T:A
GAFTEMP 1•ot:it FT
RN
Tapered GAFTEMP
isotherm RN
GAFTEMP®
Composite
Tcst
Dimensions Specification
76 lb. roll
60 lc. ;o1
various
69 1b. roll
various
various
various
various
var,o :is
various
various
ASTM D �G9 A.',pl',a1t rr3ae'J, glass fiber mat cap sheet
surfaced with mineral granules.
ASTM r 4F9
D 3 u':
A.STM D2.60', r emi•int gl,rs fiber rejriforc t. fins -
Type 11, UL Type modified base sheet
32 CUP.
ASTM D 489
1:) 3672
Product
Description
iFer E "ass base s,teet irr ;r:gnet;d and
comc•,: or !..:•a:1i si ;I _ .:ith nsidialt,
Surfaced on the bottom side with
mineral granules et bedded in Aspl
coating ►:.fill; ac :cry ns.
Asphalt coated glass fiber mat (lashing
sheet available in three sizes.
Fiber glass base sheet impregnated end
coated on both sides with asphalt.
:S!,rfaseiJ on the bottom site with
mints.! P,�ar.+:les embedded in srpheltsc
coating.
PA 1 10 Polyisr.c.y .nor,ite f,am insulation.
PA 110 T pored f o!yisocy anurate foam
insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam
insulation
t :0 i\ Iy :y:ntirate foam insulation with
hiblt density fII ,.rboard or Permalite
perlitc instill�i
Page 5 of 41
Roofing Product Control xa
Product
Tapered GAFTEMP®
Composite
GAFTEMP®
Composite A
Tapered GA FTEMP®
Composite A
GAFTEMP®
Composite N
Tapered GAFrEMF®
Composite Al
GAFTEMP®
Fiberboard
GAFTEME )
Permatite®
GAFTEMP P.ec"ver
Board
GAFTEMF
Ftig ► L.:xity
Fiber;::owd
GAFTITE® a 12
Standard
Roofing Fastener
GAFTITE® it 14
Heavy Duty
Roofing Fastener
GAFTITE ASAP
Ttst
Dimensions Specification
various
various
various
''ai itUS
varic;us
various
various
1/2" thick
PA 110 Tapered Iolyisocyanuratc foam
insulation with high density fiberboard
ct retrnaliic pr insulation.
PA 110 Polyisocyanurate foam insulation with
11;gi► dc.i.;4 fiberboard or Pennalite
`Icr:i;e in3ulatic;t.
PA 1 ; 0 1" apered ty;so::yanurate foam
insulation with high density fiberboard
or Permalite periite insulation.
1'e`. 1 !ti F'olyisocyanura;c 1r.mm insulation with
high density fiberboard or Permalite
per; :t• ins�L►:iun.
PA 110 Ta f cry I i; :yr• curate foam
stsula■icri wAl1 high density fiberboard
or Permalite perlite insulation.
PAM
F 1 . i !O
PA11
PA t i n
I IVVVtI •..Vt111V11•U. 7 VYV1.4
Product
Description
1"i 'oerootirc."; in;u ;ation.
Fcr'ir.- ias►datioo board.
Pcjite rccovc: goad
High density wood fiberboard
insulation.
FA 114 1►asula;icn fastener for steel and p;y:voot
derks.
1'A 114 Insulation fastener for steel, wood and
PA 114 Pre - assembled GAFTITE Fasteners and
metal and pta:ttc plates.
Page 6 of 41
oa mg Product Contro xam
Product
GAFTITE® Base
Sheet
Fastener and Plate
Galvalunic Plates
NTD fasteners
Polypropylene Flutes
Rttberoid® 20
Ruberoid4) Mup
Granule
RUBEftOiD MOP'
Smooth
RUDEROID® MOB'
PLUS
RUBEROID® MOP
170fR
RUBEROIC> MO!
FR
RUBEROID®
TORCH Smooth
RUBEROID®
TORCH Granule
Test
Dimensions Specification
3 " and 3' /:"
aml
..5 rot
1`_`3.
1 :;r,. :cll
103 lbs.
1 S.y. �('I
87 lbs.
sq. ro:I
102 lbs.
1 sq. roll
;o: 11s.
1 ::q. tot:
105 lbs.
1 sq. roll
37 lbs.
1 sq. roll
102 lbs.
P?. 1'
PA 114 Round galvalumc stress plates.
PA 114 Fastener for Ilse in gypsum, rectum and
lightweight insulating concrete decks.
`A ; !4 Round polypropylene stress plates.
ASTM D 5147 SBS modified asphalt base sleet and
interply sheet reinforce with a glass finer
mat.
ASTM D 5147 Non -woven polyester mat coaled with
polytncr modified asphalt and surfaced
with mineral granules.
ASTM G 5147 Non -w. over" polyester mat coated with
polymer modified asphalt and smooth
surfaced.
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
Page 7 of 41
Product Control No: 97- 0804.21
Product
Description
(lase sheet fastening assembly.
Non -wovca polystcr mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Non- Vilven polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Heavy duty, polyester reinforced,
aspiwi. i'.;odiicd bitumen membrane,
smooth surface.
I Leavy duty, polyester reinforced,
;.� p,ta t modified bitumen membrane,
0o trig Product Control Examiner
Product
RUI3EROID®
TORCII PLUS
RUBEROID®
TORO! FR
RUI3EROID® 30
RUBEROID® 30 FR
RUDERO=D
ULTRACLAD® SDS
Vent Stacks (metal
and plastic)
GAF Aluminum
RUBEROID® 109. Roil
ULTRACLAD'® SBS 101 lbs.
GAF Cluitr -tlp
Roofing Asphalt
RUBEROID MOO
Asphalt
Test
Dimensions Specification
'/. sq. roll
93 lbs.
% sq. roll
90 lbs.
1 sq. roli
92 lbs.
1 sq. r o l l
92 lbs.
!sq. roll
i ( 1 lbs.
5 gallons
GAF Aluminum Roof 5 gallons
Paint
100 Ib. cartons,
bulk
60 lb. kegs
ASTM D 5147
ASTM D 5147
ASTM C+ I•i7
ASTM D 5147
ASTI•.t :: 5147
PA I00(A)
ASTM D 1929
ASTM. 1: 535
None Mineral colloidal bituminous emulsion
ASTM D 5147
ASTM D2324,
Type I
Page 8 of 41
Product Control No: 97. 0804.21
Product
Description
Heavy duty, polyester reinforced,
asphalt modified bitumen membrane,
granule s:n•fs=c
Heavy duty, polyester reinforced, ::o!ted
with fir,: retardant asphalt
bitumen membrane, granule surface.
Non woven fiberglass mat cos:c:d
polymer modified asphalt and surfaced
with mineral granules.
Non woven fiberglass mat coated with
fire retardant polymer modified a_pltalt
and surfaceu with mineral gran :s.
Woven fiberglass mat coated with
Polymer ni i!icd asphalt and su;;Acr:d
with aluminum, copper or sta;n!css stir:
foil.
One way valve vent used to relieve
built - up pressure within the roof system.
GAF Vent Stacks are availabi:: h tnet:,I
or plastic.
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
aluminum, copper or stainless steel foil.
Non-fiber aluminum pigmcii eJ,
asphalt roof coating
ASTht D312, Interply mopping and su;:ucir,t a. hat:
Types I, 11, I'.I and
IV
SEES modified asphalt
Roofing Product Control Examiner
Product
RU3ERO1O MOD
Asphalt L
RUBERO11) MOD
Asphalt P
GA1'TEiv!P
Composite A
•.-r► n i
l 1 L: 1..11.......
:•- A
♦.UTi�10.11* ..
GAF TEMP
Composite N
GAFTEMP Tapered
Composite N
GAFTEMP Tapered
. _
1 w ulcilll 1.
GAFTEMP Tapered
Isotherm RA
I3AFTE.MP T pered
isotherm RN
GAFCANT ;"
G GAFTEMP
v : r r" - ' - '•-
T_ .1 T,Ine Ctrin
GAFTEMP
PERMALITE0
Tapered Roof
Insulation
GAFTEMP Recover
Board
Shingle - Mate m
Undcrlayment
'T'est
Dimensions Specification
60 lb. kegs
uv w.
Various
V rit111S
Various
Various
Various
Various
Various
`1 riolJs
Various
Various
112" thick,
Various sizes
4 sq. roll
30 lbs.
1'A 110
PA 110
Pn!yicncyanurate /wood fiberboard
composite
PA 110 Tapered Polyisocyanurate/wood
fiberboard composite
DA tin
I'A 1 10 Tispcicu NvijisGcyanurat: f am
nA 11I1
1
r1 . Ss*
PA 110 Perlite board
Page 9 of 41
PivJuct /-__. -_t u 97
Product
)vsci i1 ;u' — ,
SEI3S modified asphalt
SEi3S modified asphalt
composite
Tapered Polyisocyanurate /wood
fiberboard composite
T.r..r.,I .•nlukrievnnunle fnarn
Tapered polyisocyanurate roam
Cut perlite board
Tapered perlite board
PA 110 Tapered perlite board
Fiberglass reinforced shims
undcrlaymcnt
e
Fr - - --
Roofing Product Control Examiner
1 IVYY�1 VV1111 VI 1 •V• is • VY■1.4. 1
Test Product
i=rotluct Dimensions Specification Description
r. e !rf Trd0 ASAP 500 pc: box PA 114 Pre - assembled fastener and metal and
plastic nlatcs
Page 10 of4t
oaga,
Roofing Product Control Examiner
�1
Pyrox
Product
ACFoam 1
ACFoam 11
1 ty- T1kcrm Nail -line
!!y_Therm SP
Icy -Therm AP
l ly -Therm Stable R
TI, '•Ili.
Line
A nchorbond
Fastener
Dekfast Fasteners
414
Dckfast 11cx Plate
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTIIERS
Test Product
Dimensions Specification Descr:ption
various
various
various
various PA HO
ti
various PA 1 ,10
various PA 110
various PA 110
vnr ?ous PA 110
PA 114
PA 114
PA 114
2 7/8" x
3 1/4"
l'A 110 Polyisocyanuratc foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanuratc foam
insulation
_......e l r3 loan:
insulation
t'Oiy1SOCynnurate fo ^m
insulation.
Polyisocyanuratc foam
insulation
i foam
insulation
Polyisocyanuratc foals
insulation
insulation fastening
assembly
Insulation fastener for steel
and concrete decks
Galvaiume hex stress plate.
Page 11 of 41
Manufacturer
Apache Products Co.
(with current PCA)
Atlas Energy
Products
(with current PCA)
Atlas Energy
Products
(with current PCA)
CGkt:x _m.r.
(with current PCA)
Celotex Corp.
(with current PCA)
CPlntex Corp.
(with current PCA)
Celotex Corp.
(with current Psi.)
Celotex Corp.
PCA)
Celotex Corp.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
u oaga,
t'ocr.ig Prsduct Con Er. ?mi, -er
Product Dimensions Specification
,.
Dekfast Lock Plate 3" x 3 i/4 11
D ckfast Fasteners
#14
Dekfast Fasteners
ii i2
Test Product
LI.Jus JI -..
P A 11d Polypropylene locking
plan.
PA 114 insulation fastener for stet!
and wood decks.
Page 12 ()NI
I
I IVY••■ \. V•II•V• 1IV. •, ••■•• ••••
Manufacturer
Construction
Fast:itets itic.
(w;ai cxrent PCA)
PA 114 insulation fastener:: for Construction
concrctc (tCCkS FastcItciS inc.
(with ^_urrent
;5(;tirtiof
Fnstencrs Inc.
(with current PCA)
1SO 95+ Composite PA 1! n Pnlyisocvanurate / perlitc Firestone
ridged insulation (.vitit curt::::: PCA)
A^p•.talf
AS'„v, D :1! 2 TypL ill ^ 1`! 1-1.ft a�phlat generic
bitumin edllesiVe
Asphalt Primer
ASTM D 41 Asphalt Primer generic
EPS various PA :!I0 ! xtru`!t i ! ;o!vrtyrene generic
insulation
ligh Density Wood var:eus PA 110 Wood i ;a :,kL: )t' ,`Ir.l ,'
6P!rroc
Fiberboard
Pelite/Urethanc various PA 110 Perlite / urethane composite generic
Composite board insulation
Perlite lnsulation various PA 110 Perlite insulation board • generic
1'•
Polyethylene 4 mil thin.
Vapor barrier / Air barrier generic
Red Rosin various
eosin paper for barrier generic
layer on wood decks
Roofing Nails Minimum # PA 114 Corrosion resistant annular generic
12 ring shank nails
aga,
Roofing Product Control Examiner
Tin Caps
Product
MB aluminum roof
coating
Dens -Deck
#12 Roofgrip
;114 Roofgrip
Gripdek Fastener
Hexcel Fastener
UUextra
Standard Plastic
Plate
150 95+
E'NRG'Y -2
I SORoc
Olympic Standard 3" round
Test
Dimensions Specifictiti on
Min. 32 ga. x
IV,"
various
3" round
various
various
various
PA 110
Product
Descriptiota
Corro;Rw. resis► :ire..:,
PA i21 Alumint;m roof cot tiop
Gypsum insulation board.
PA 110
PA 114 Insulation fastener for steel
ar wood decks
PA 114 Insulation fastener
wood or concrete c!ec.i.s
PA 114 Insulation fastener
PA. 114 insulation fastener
PA 114 Insulation fastener and
metal or plastic plate
PA 114 Polyolefin plastic plate
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
Polyisocyanurate foam /
fockwool coniposite
insulation
PA 114 3" round galvalume
AZ55 steel plate
Page 13 of 4 I
Product Control No: 97- 0804.21
Manufacturer
generic
Grundy Industries
(wit; current PCA)
Georgia Pacific
(with current PCA)
ITW Buildex
(with current PCA)
1TW Buildex
(with current PCA)
ITW Buildex
(%ith current PCA)
ITW Buiidex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
Firestone
(w,vitlt current PCA)
NRG Barriers, Inc.
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Roofing Product Control Examu e
Product
Olympic Fastener
11(4
Olympic
Polypropylene
Olytnpic Fastener
N12
;Olympic Fastener
ASAP
Olympic CR Base
Felt Fastener and
Base Sheet Disc
GlasFast Fastener
Paroc Base Board
Paroc t_ p Hoard
Multi-Max
Multi -Max FA
Test
Dimensions Spccif� n
3.25" round
various
various
various
various
Product
Description
PA 114 Insulation fastener
I'A 114 Polypropylene
plastic plate
PA 114 Insulation fastener
PP. 114 Pre - assembled Insulation
fastener and plate
PA 114
PA 114
Insulation fastener
assembly for Base Sheet
fastening only
Insulation fastener
assembly with recessed
plastic plate
PA (10 Rockwool insulation
PA 110 Rockwool insulation
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insuiath'n
Page 14 of 41
i'roduct Control No: 97 UttU4.2 t
Manufacturer
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Jroup, 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)
Partck, Inc.
(with current PCA)
Rmax, Inc.
(with current PCA)
Rmax, Inc.
(W 'ili
current PCA)
Roofing Product Control Examiner
Product
UltraGard
Insul -Fixx Fastener
lnsul -Fixx P
Rawl Fasteners
11 12
Rawl Fasteners
11 1
Rawl 2" Plate
Rawl 3" Plate
Rawke 1' i Este
.auper Prep 11
Tr, -Fast DL
Tru -Past •'ia:.tic
Plate
Tcs t
Dimensions Specification
various
PA 114 Insulation fastener for steel
and wood decks
3" round PA 114 3" round polyethylene
stress plate
PA 114
2" round
3" round
3" :
PA 110 Polyisocyanurate foam
insulation
PA 114 Insulation fastener for use
in steel, wood or concrete
PA 114 2" round galvalurne AZ55
membrane plate
PA 114 3" round galvalunic AZ55
steel plate
PA 114
Product
Description
Insulation fastener for steel
and wood decks
3" round galvalume AZ55
steel plate for use with
Rawlite ffsteneis
PA 121 Roof coating
PA 114 Insulation fastener for sleet,
or wood
3.04" routed PA 114 3.04" round polyethylene
plastic plate
Pagr. 15 of 41
Product Control No: 97- 0804.21
Manufacturer
S� h' :tier
,- .crn.Y.icr,rti
ith current PCA)
SFS /Stadler
(with current 1'CA)
SFS /Stadler
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Tirc Rawlplug
Company Inc.
(with current PCA)
Thcrrno- Materials,
Inc.
(with current PCA)
Tru -Fast
(with current I'CA)
Tru- Fast
(with current PCA)
ra++ + oaga,
Roofing Product Control Examiner
Test Product
Product Dimensions Specification Description
Tru -Fast MP -3
Tru -Fast I D
Tru -Fast Ultra
Tru -Fast DP
Tru -Fast TP
Structodeck
3.23" round PA 114 3.23" round galvaiume
AZ50 sleet plate
various
PA 114
PA 114
Insulation fastener for use
in wood, steel or concrete
decks
Stainless Steel fastener for
use in steel, wood and
concrete decks
PA 114 Insulation fastener for use
in steel or wood decks
PA 110 High density wood fiber
Page 16 of41
Manufacturer
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
PA 114 Insulation fastener for use Tru -Fast
in steel or wood decks (with current PCA)
Wood Fiber
Industries
(with current PCA)
Roofing Product Control Examiner
Test
Anenc Ildentifier
Factory Mutual Research
Corporation
Factory Resz.-an.711
Corporation
Factory Muusal Research
Corporation
Nance
Current Insulation
Attacliment
Requirements
Wind Uplift
FMRC 4470 - PA 114
FMRC 4470 - PA 114
Dynatech Engimtring Wind Uplift
Corporation PA114
PA 114
TEST REPORTS
Report
FMRC 1996
J.1. OT4A 1.AM
.1.1. I V8A4.AM
N3600.02..9_5
Page 17 0141
rtuuuka %-untrui vi-V01/.4.4
Date
01.01.96
08.26.92
06.28.93
Factory Mutual Realch
Corporation
Factory tvlutuai ilescarcE
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
IRIA6.AM
1.1. OT2Q4.AM
J.I. 0Q6A6.AM
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
rropc 4470- PA 114
Wind Uplift
FMRC 4470 - PA 114
J.I. 3X3A2.AM
1.13,91
10.17.91
07.16.91
08.02.94
Factory Mutual Research Wind Uplift J.I. 0Y9Q5.AM 07.29.94
Corporation 1 4 PA 114
Factory Mutual Research Wind Unlift, FMRC J.1. 1139A8.AM
Corp. 4470 - PA 114
Underwriters
Laboratories, Inc,
r ire Resistance
Classification
UL 790 - PA 114
R1306, 87NK11819
01.01.93
02.02,95
1 02 02 95
Dynatech Engine:Ting V.nd Uplift #4482.02.9-..
Corporation
Roofing Product Control Examiner
Deck Type I:
Deck Description:
System Type A(2):
Base Sheet:
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure:
Ma\ininin Fire
Classification:
Maximum, Slope:
Specification No.:
Wood, Non - insulated New Construction or Reroof
19 / 12 " or greater plywood or woos plank decks
Base sheet mechanically fastened.
All General and System Limitations shall apply.
GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®,
GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy, GAFGLAS® STRATAVENT®
Nailable, RUAEROID M ^dif cd Barr Sh.:et ^r Rl URERO!D® 20 applied to the
deck with approved annular ring shank nails and minimum 1 ' /," tin caps at a
fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the
:enter line of the sheet in the fl.tid
Two or three plies of GAFGLAS® PLY dt/D OAF01. 7!c:c 2ty 6 or
GAFGLAS® PLY 6® ply sheet adhered in a f;:l mopping of approved asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq..
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbs. /sq..
(Required if no cap sheet is used) Install one of the following:
I.GAF WEATHER COAT® Emulsion with an application rate of 3 gallsq.; or
GAF Premium Fibertd Aluminum Roof Coating with an applie :tion rate of 1.5
gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq.. respectively.
-45 psf. (Sec General Limitation #7)
'A'. See General Limitation #2.
6 ":12 ": See General Limitation #3.
N B - 3 - G, N B - 3 - C, N B - 3 - M, N B - G, N B 4 -G /P6, N B.4 -M, r ..4“./F6, r ''.4
N B 4 -C/P6, N B - 5 - C, N- B 5 -C /PC, N- B - 5 - G, N B 5 - G /P6, N -B - , -P 1. rJ- B 5•M /P6
Page 21 c f 41
r tvuu.t ■-.UIIUVt I'U. 9 1 - 4'0
■
Roofing Product Control Examiner
Wood Deck System Limitations:
1. Fastener spacing for anchor sheet : :;1clrr.:ent is b:+s.d as , Minirmmn Characteristic Force (F')
of 95 Ibf or greater as tested in compliance with Metto. D,:de Ccu ?; y Protocol PA 105. If F' as
tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing
the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and
calculations in compliance with Metro -Dade Roofing Application Standdrd PA 117.
2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are
applied in hot asphalt, maximum panel size shall be 4' x 4'.
a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of
275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing
Application Standard PA 117. if the fastener value, as field tested, arc below 2751bf. insulation
attachment shall not be acceptable.
3 A slip sheet is required with Ply 4® Flex Ply' 6 and Ply 60 when used as a mechanically fastened
base or anchor sheet.
4. '/: Type X gypsum board is acceptable to be installed directly over the wood deck..
Page 37 014!
Zbt ga,
Roofing Product Control Examiner
n ±! z s�ltiIt slit!!! comply with ASTM D 312 type III or type IV requirements, and
app,oved by ;:pp;ican?.
2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to
current Underwriters Roofing Materials Directory or other fire testing data listed in the
testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of
tit! S ^tit!. +: l�;�ritia.�uii tin; Code.
GENEIU.L Li I2 S
Page 38 of 41
Product Control No: 97-2894
Vary air each system; consult curr�r�t Ui'ttll'rvaiters
Maximum slope t�uit�C shall .)'"
-�anufactu,er'. specifications for
rr ei Materials DI��'; J ,� and lea
i.ub::;�r:oric:� Z:o� .t,�
comp'.iancc , .vit., design criteria for each project.
4 An overlay and/or recovery board insulation panel is required on all applications over
closed cell foam insulations when the base sheet is fully mopped. lino recovery board is
used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet
may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.;
or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of
the sheet allowing a continuous area of ventilation. Encircling of the strips is not
acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation.
Asphalt application of either system shalt be at a minimum rate of 12 lbs. /sq. Note:
Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where
STRATAVENT Perforated is used over approved isocyanurate foam insulation, the
maximum design pressure is limited to— GOpsf.
5 MI work shall be performed by a contractor licensed to do roofing work in Metro -Dade
County. Contractor shall be familiar with the details and specifications published by the
manufacturer, and the requirements of the SFBC.
6 The submission of system specifications and details shall accompany the Section 11
131uiIdtng Code Permit. This in ot•mation is available in the publications listed in the
'System Description' of this Prothc' Control Approval. Tho sl'lmlissi0n of these
documents, as well as the propci r:rplica:;cn ind installation of ii'l r,ixe„ais shall be the
soic r :;pop ibility of !he ^.0ntrac'rlrr.
•r ail ?uloa;a,
R.oci iAg Product C nt.rc1 2nAtn: net'
7 ►'crinicter and corner areas shall comply with the. ert;t:tnc °d a ^lift p rpssu;c nr these areas,
its caicttla ed in compliance with Chapter 23 of th.e South i lotida Utntding Cue. Fusiener
densities shall be increase for both insulation and base sheet as needed calculated in compliance
with Metro - Dade County Roofing Application Standard PA 117. (When this limitation is
specifically referred within this NOA, General Limitation #20 wilt not be applicable.)
8 All attachment and sizing of perimeter nailers, metal p rctf ie, anchor 'lashing termination
desiq shall conform with Metro -Dade County Roofing Application Standard PA 111
and the wind load requirements of Chapter 23 of the South Florida Building Code.
9 Flashings shall be installed according to the manufacturers standard details, and may be
applied in cold application adhesive, approved asphalt or may be applied in conjunction
with an approved torch applied modified bitumen membrane. Specific details, approved
by the manufacturer, shall be submitted with the Section II Permit Application. All details
shall comply with the provision of the South Florida Building Code.
10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force
(F') value as tested in compliance with Metro -Dade County Protocol PA 105. 11 the fastener
values as tested are below those listed in the System Limitations, a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro -
Dade County Protocol PA 105 test report and calculations that comply with the wind Toad
requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard
PA 117.
' . (:'') value of 275 bf.. as tested in compliance with PA 105. lithe fastener value, as field trstrd,
are below 275 ibf. insuiation attachment shall not be acceptable.
13 Asphat• mopping shat: be with applied with approved asphr<i: and ;l1::l1 be I 1t coil! f:l'ance
1114..111!1.1 V1 t1 �,11011 Ucic,n►rti■ntun. nspnait containers or
hulk tickets shall indicate an EVT, finished blowing temperature (FOT) and flash point. Asphalt
typs and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South
Florida Bt,ildiiig Code.
13 Insulation may h 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 applied within the EVT range and at a rate of 20 -40
lbs. /sq., or mechanically attached using the fastening pattern oldie 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 hdhesive, which shall
comply with provision of Roofing Applirntinn 5,,, PA ! 17.
Page 3vof4I
1 I:::13 L. %..V1111U1 1'IU. 7I VOV'.i 1
v .....• •-V.v..J..V • •• VV
Roofing Product Control •za
Fage40ofAl
Product Control No: 97- 0804.21
14 Ail standard panel sizes are ac tptablef for mechanical attachment. When applied in
approved asphalt, panel size shall be 4' x 4
15 Iii rc- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a
bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for
uplift resistance. Test pressures sltalC calculated
s Code to e design pr wind the roof. d
requirements of Chapter 23 of the South
16 In re- roofing applications, moisture content in an existing roof must be in compliance with
Section 3401.10(m), (n) of the South Florida Building Code.
17 Roll good materials shall be stored on end and on a clean, flat and dry surface.
18 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.
19 Consult current Underwriters Laboratories Directory for the appropriate coating for each
roofing assembly to obtain the required fire l he South m Ftorid s Building Code for
strict compliance with sections 3401.5 and 3401.6 of t
maximum fire classification.
20 The maximum designed pressure limitation listed shall be applicab:e to ail roof pressure
co rners). No rational analysis, nor extrapolation shall be
zones (i.e. field, perimeters, ��•. corners).
permitted for enhanced fast :I;ing at enhanced pressure zones (i.e. perimeters, extended
corners, v.nd co:`•'•zrs;. (Wite this limitation is specifically rcrei .d within this NOA,
General Limitation #7 will not be applicable.)
Rueful& Product Control Examiner
CAFE Materials Corporation
1361 Alps Road
Wayne, NJ 07470
1
9 This Acceptance contains pages 1 through 41
END OF 7111S ACCEPTANCE.
Page 41 of 41
Product Control No: 97- 0804.21
ACCEPTANCE NO.: 97- 0804.21
APPROVED : November 4, 1997
EXPIRES : November 4, 2000
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall aengineer g documents, are no tha
original submitted documentation, including tes! supporting data
eight (8) years.
2 Any and all approved products shall be permanently rl Control Approved " as specifically stated in the
and the
following statement: "Metro - Dade County oduc
specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted,
is no longer practicing the engineering profe :`•ior
4 An revicinn or chankt in the v.- .at;:rials, use, and/or manufacture of the product or process shall automatically
be cause for termination of !hi:. Acceptance, unless prior written approval has been requested (through the
filing of a revision application w! :h appropriate fee) and granted by this office.
5 Any of the following sh't! E;so be grounds for remnval of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of rrI prctltt:t, fcr :al advertising or any other
purposes.
6 The Notice of Acceptance number preceded by tttc words Ivlctro -Daft; Cur.(;', F13: irt and followed by the
expiration date may be displayed in advertising literature. If any portion oldie Notice of Accemsrce is
displayed, then it shall be done in its entirety.
7 A copy of thit Acceptance as well as approved drawings and who docut•mentc, wiser: 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 limes. The copies need not be resealed by the :nzin':r;r.
8 Failure to comply with any section of this Acceptance' shall be cause for termination and removal of
Acceptance.
•runts: Z ,oaga,
[tcc; :.g Product Control Exs,riler
ROOF COVERING MATERIALS (TEVT)
Sr3:iR , T(i'SC ;' ..Vii:`-- Continued
Foam: 'Poly -Iso" or 'Poly -Iso Special" with "Polyfoam 251' or 'Polyfoam
303', 1 in. min.
Base Coat: One or two applications "Gacoftex U8- 7050", applied at 1
gat /sglapptication or three applications, applied 1.1/4 gal /sq/application
(16 -32 dry mils).
Surfacing: "Gacoftex UA -65" Series (various colors), applied 1 gal /sq (12 2.
dry mils).
30. Deck: NC inctine: 1/2
Foam: "Pely•Iso' or "Poly -Iso Special" with "Polyfoam 251' or "Polyfoam
303', 1 in. min.
Base Coat: One or two applications "Gacoftex U8. 7050 ", applied at 1
gal/sq./application or three applications, applied 1 -1/4 gal /sq/application
(16-32 dry mils).
Surfacing: "Gacoftex UA -60" Series (various colors), applied 1 gal /sq (15 3,
dry mils).
31. Deck: NC Incline: 2
Foam: "roly•Iso' or "Poly -Iso Special" with "Polyfoam 251' or " Polyfoam
303', 1 in. min.
Base Coat "GacoSit S- 1000', applied at 1 gal /sq (10 dry mils).
Surfacing: "Gacoftex S- 1000 ", applied at 1 ga. /sq (10 dry mils).
32. Deck: NC Incline: 1
Foam: 'Polyfoam 251' or 'Polyfoam 303 ", any thickness. 4,
Surfacing: "Gacoftex Ure•Shield 7007", 40 dry mils.
33. Deck: NC Incline: 2 -1/2
Foam: "Polyfoam 275 ", any thickness.
Base Coat: 'Gacoftex A- 6211", 1.1/2 gat /sq (14 dry mils).
Surfacing: 'Gacoftex A -6200" series (various colors), 1 -1/2 gal /sq (14
dry mils).
GAF MATERIALS CORP R1306 (N)
1361 ALPS RD, WAYNE N. 07470
'RUBEROLD 20' or "RUBEROID Modified Base Sheer may be utilized as an
alternate to Type 02 base sheets in any of the following CLassificatilow.
1/2 in. thick !,min) ctyosnrn hoard or s. /4 in. thick (min) Georgia - Pacific
'Dens- Decko" overtaymeni board may be used in a:!y e..isting noncombustible
deck Classification. When this is dcee, the r.::;. :tt!g roofing system is
acceptable for use over combustible (15/37 in. min) ;,c, decks. The joints in
the gypsum board and overlayment board arc off•.;t 6 in. with the joints in the
deck. If polystyrene is part of the roof system, it m' :st be placed below the
overtayment board.
ASPHALT FELT SYSIEMS WITH NUT ROOfiNG ASPHALT
Type G2 asphalt glass mat base ;nett ` "r�.I ,LAS 1175 Base Sheet") is a
suitable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or
'GAFGLAS Ply 6 ") in the Class A, 8 or C roof systems indicated below.
The roof d= !: may first be covered with a Type G2 asphalt glass mat base
"G,1 _AS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent
i;:rr r!yl `or nailable decks'. Perforated to be mopped and naitable to be
mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 075 Base S'iee'."
sr "GAFGLAS Stratavent (Vent -Pty) for nailable decks ") may be substituted for
61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the
nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, spot mopped cr mechanically
fastened.
Unless others i:rdic:rted, 4 in: 1 4+3 ic ris mi. :y be. :rot nropr. '1 n mr:`.anicr G
fastened.
"GAFGLAS Flashing' or "Ruberoid" may be used for flashing in any of the Class
A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE°" or any
other U1 Classifies: cc:lite i :u_la'. :c-,.
Crushed stone or slag are suitable alternates for grave! in any of the Class A,
9 or C systems listed.
Structural cement fiber building units are considered suitable to be :r;cli.dacl
as a deck in the following (leis A, P. or ; watams r °Str•1 nvc" C•35/32 or NC
The use cf gypsum board under any of the fouowing Class A, 8 or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is
an acceptable alternate for insulation over C -15/32 decks.
The use of otyst•.renc 'nsc!a'inn b:>er1 b.!tw ?er min 3/4 in. nerlitt board
and deck with ruin paper ( perlite /rosin paper,'po:yscyrene / perlrte) is 4
suitable alternate r
f.�r ,socyant ra:': board iri � cr'losving Ct a�' I„ P or
systems.
"GAFTEMP isotttarm F;. ". 'at !I' aJr ?G iso•h.•ra: F'A" a'�.' 'G "• 'Er'.'
Composite A" may be svhsrirvt. l car any rsnrya'iurat' insulation in any of the
following Ctassificatio:.c.
Class A, B and C.
hot rocf ng asphalt. for use with organic and glass felts or modified bitumen
}.,
5.
6.
7.
8.
1.
2.
COOK }DR 4ARK ON rT
ROOF COVERING MATERIALS (TENT) 135
ROOFING SYSTEMS (TGFU) — Continued
urethane composite. wood fiber /isocyanurate composite, phenolic. any
thickness.
Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4' or "GAFGLAS Pty
6 ", hot mopped.
Surfacing: Gravel.
Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, pertite /isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic. any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4' or *GAFGLAS Ply
6'.
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet".
Deck: NC Incline: 2
Insulation (Optional): One or mere layers pertite, 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 61 'GAFGLAS Pty 4' or 'GAFGLAS Ply
6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheer.
Deck: NC Incline: 1/2
Insulation: One or two layers 'Isotherm R", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper. nailed to deck.
Base Sheet: One layer of Type G2 "GAFGLAS 075 Base Sheer (may be
nailed).
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4' or GAFGLAS Pty
6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheer.
Deck: NC Incline: 3
Base Sheet: One layer of Type G2 "GAFGLAS 075 Base Sheet'.
Ply Sheet: One or more layers of Type 01 `GAFGLAS Ply 4' or GAFGLAS Ply
6 ".
Cap Sheet: One layer of Type G -3 'GAFGLAS Mineral Surfaced Ca? Sheer.
Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane,
perlite/isocyanurate composite, perlite ;:t"ethene composite. phenolic,
1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type G3, G2 or G3.
Mewlrrtu: Jnc .i more layer, of "Ruben•: Torch' ;sr1c•ctii u: granule),
"Ruberoid Torch Plus' (granule), ' Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap ihuet: i.Ai1LA. M :nera: Surfaced Cap Gi,ret', Irot rw
Deck: C -15/32 1nctlea:
Insulation (Optional): One or more Layers perlite, wood tber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane Loraposir, ewai,d fiber /isoryanurate composite, pt'motic, any
thickness.
Base Sheet: Two cr more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type G1.
Yre r.bnr.e: '�e rr rncee '.Ayers of 'Ruberoid Torch' (smooth or granule),
" Rubernid Torch Phis" (granule). 'Ruberoid Mop" (smooth or granule) or
'Ruoeruid M:4) Plus' (5rasule).
Cap Sheet: 'GAFGLAS Mineral Surfaced Cap Sheer, hot mopped.
Class 8
Oece: C-15/32 Incline: 3 -1/2
Ine.!r Hnr: ;Qfr :`ie:w1j_ One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, pertr;e/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
f! f Sheet: Twit. or nel l.i"rr: of Type G1 "GAFG..A.S ?'y 4" ;r 'GAFGLAS
Ply 6'
Cap Sheet: Type 03 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Deck: C -15/32 lnctine: 3.1/2
'•nsirtac'or (!lat'.cr ): Oee or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, pertite/isocyanurate composite. pertrtei
,ra•nz • rrpctnr Yr•)3a giber /isocyanurate composite. phenolic. glass
any
thickness.
basr `I:e h+n or r..cre ::;ors of Type 01. G2 or G3
`cembceee 1The :r mr.re '.3� acs of "Ruberoid To :t' (s-n..oth or granu
"Ruberoid Torch Plus" ( granule), 'Ruberoid Mop" (smooth or granule) o
" Ruberoid Mop Ptus (granule).
Cap : :ire :: fGL: : :. lfintrdt . ur{a(ed (2.9 .chu . jltlf t,Qu„rci
L.f 'aHttildi)t, OgititefASO :y tilt, IM PO S ry
!'RODU �_ to composite. Henry.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 11-16-00 Job Address 1025 N. E. 98 Street Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant Chris Canton Master Permit #
OwnefsAddress 1025 N.E. 98 Street Miami Sho=es Phone 758 -6687
Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue
Qualifier Carlos Arocho Phone 751-0382
State # RC 0 0 5 8 5 2 7 Municipal # Competency # '17889 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b ASTM felt, install
galvanized eave drip and valley metals where required, mop on with type III asphalt
one layer of 901b. ASTM felt., install MonierLifetile Capri White color thru tile
with polyfoam adhesive setting.
Square Ft. 30 sq . Estimated Cost (value) $ 11 ,:0 0 0.0 0
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
cons )r and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Notary as to l and/or Condo President
My Commission Expires:
FEES: PERMIT RADON
fit! .. 7 -mod i/-01 7 - 00
or Condo President Date Signature of Contractor or Owner - Builder Date
Date
0.14., .1 MARYLOU HERNANDEZ
t.
• r MY COMMISSION # CC 680474
hH
V....:; EXPIRES: October 10, 2001
' o ' " Bonded Thru Notary Public Underwriters
C.C.F.
APPROVED; TOTAL DUE
Zoning Buil 4 Electrical
Notary as to Contra . r' r or Owner- : uilder Date
My Commission Expires:
NOTARY
BOND
Mechanical Plumbing Structural Engineer
9111 1 7s
4.1111 MARYLOU HERNANDEZ
is MY COMMISSION # CC 680474
." EXPIRES: October 10, 2001
q 4'' Bonded Thar Notary Public Underwriters
00
Contractor's NameQ00 }-■..' I)\()() (19 CC) ( 1C,a5 K.)6_ 3' -}sre
ROOF CATEGORY �/
❑ (Low Slope Application) ❑ (Nail -On Tile) LV1 (lortar esive Set Tile
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof Ltd Re roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft') Sloped Roof Area (ft2) 3 0 51 , Total (ft Master Permit No.
Exposure category (per ASCE 7 - 88): C Building Classification category (per ASC 7 - 88 table I):
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
A
Ft.
A
v
Deck • e: l
ATT CHMENT
Fastener Type:
SPACING
Field: Perimeter: Co er:
DETAIL 1 & 2
1
ROOF PLAN
2t1
3y
123.01-78 Use
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Page -1
Ridge Ventilation?
I Pr
Deck type:
Uuderlaynuent:
Insulation:
MEAN HEIGHT l 3 I la
2"
12"
ROOF SLOP[
D E T A 1 L 3
SLOPED SYSTEM DESCRIPTION
Fastener type & spacing:
Cap Sheet:
Roof Covering:
Drip edge:
(o I r 0- G. Ct9/ne /a' perdva -c.
1--e- CdorliNINT
ATTACHMENTS REQUIRED
I) 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
(P max1 7 2.3 x
(P )O /) x 71
(Pmax.I:(03;1 x 71
(Aerodynamic Multiplier):,,O. Q )
(Aerodynammic 30. Q )
k
(Aerodynamic a ni Multiplier): ? 0 .0 )
Appendix 11 E 1 e
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
TILE CALCULATIONS chlheS',J
M = M �LH,7 RIn.L I
M x.30 = M PGA PGA: g� ? •(tt
M =1v1, PCA:
APPENDIX "F"
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
• >s it pertains to this Appendix "F ", it is the responsibility of the rooting 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 (SFf3C) govern all the minim: :
requirements and standards cf 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.
a 0 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the p ur osc of
providing that the roofing system meets the wind resistance and water intrusion performancestandards.
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 tite
agreement between the owner and the contractor.
e' 2. Renailing Wood Decks: \Vhen replacing roofing, the existing wood roof deck ma • have to be renai'ed
in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to
removing the existing roof system)
a ` 0 _, 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.
&2_, 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 m.intainin�,
this appearance.
-a S. Ponding Water: The current roof system and /or deck of the building may not drain well and may
egos: 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
n roofin`t system is removed. Ponding conditions should be corrected.
_ -6. Overflow Scuppers (waII outlets): It is required that rainwater flow off so that the roof is r.o:
overloaded from a build tip of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scuppers in a:cordanee
with Chapter 23 of the SFBC. '
q-. J
‘7. \'entilntion: Most roof structures should have some ability to vent natural airflow tltro ;iuIi the inter i.;:
of the structural assembly (the building itself). The existing, amount of attic ventilation shall not be reduced. I:
may be beneficial to consider additional ventin`, which can result in extending the service life of the roof.
'`'5. The owner may contact the Miami-Dade County Consumer Services Department foe furii:c,
information regarding the above.
Owner's /Agent's Si' nnttire
/( d 1 -tee a d
Date Contractor's Signature
. NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
a_isCrR56 r' 164 2000 NOV 28 11:19
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address:
2. Description of improvement: Reroof to a new Tile roof.
3. Owner(s) name and address:
Interest in property: Owner
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quality Roofing Contractor, Inc.
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0
6. Lender's name and address N/A
Chris Canton
1025 N.E. 98 Street
Miami Shores, Florida 3 31 38
1025 N.E. 98 Street Miami Shores, Florida 33138
13800 N.W. 1st Avenue Miami, Florida 33168
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: N/A
8.1n 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: N/A
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
diffe e t • ate is specified) `I
Signature of Owner
Print Owner's Name
C , eiNTOx
Sworn to and subscribed beforeine this V7 day of /OD L . , 20
Prepared by Carlos Arocho
Quality Roofing'_ Contract(
. NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
O O R 6 7 164 2000 NOV 23 11:19
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address:
2. Description of improvement: Reroof to a new Tile roof.
3. Owner(s) name and address:
Interest in property: Owner
Chris Canton
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quality Roofing Contractor, Inc .
13800 N.W. 1st Avenue
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0
6. Lender's name and address N/A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: N/A
8.10 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: N/A
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
diffe a t
il
. ate is specified)
/ /
Signature of Owner
Print Owner's Name
1025 N.E, 98 Street
1025 N.E. 98 Street Miami Shores, Florida 33138
4, eii
Sworn to and subscribed before e this 1 day of /OD 1J . , 20
Notary Public
Print Notary's Name
My Commission Expires
STATE OF FLORIDA. COUNTY OF DADE
r HEREBY CER that this is a tr y
or r Ned in this office on _ _ S of the
, a!
J�S day
WITNESS my hand an d p Seal.
j. 20
HARVEY VIN, CLERK. ntr mitt an County
Courts
Sy
D.C.
Miami Shores, Florida 33138
MARYLOU HERNANDEZ
EXPIRES: October 10, 2001
[leaded mw Newt' Publl Undo'
Miami, Florida 33168
Prepared by Carlos Arocho
Quality Roof ing''Contract(
Address: R00 N 411 1 Av
Miami, Florida 33168
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Monier Lifetile LLC
135 NW 20 St.
Boca Raton, Florida 33431
Your application for Product Approval of:
Monier Lifetile LLC Villa, Capri, & Roll Tiles
under Chapter 8 of the Miami -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:
Redland Technologies, The Center for Applied Engineering, Inc., and Professional Service
Industries
has been recommended for acceptance by the Building Code Compliance Office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on
page 15.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance
Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's
plant for quality control testing. If this product or material fails to perform in the approved manner, the
Building Code Compliance Office may revoke, modify, or suspend the use of such product or material
immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is
determined by the Building Code Compliance Office that this product or material fails to meet the
requirements of the South Florida Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 97- 1124.16
EXPIRES: 06/25/01
au! Rodriguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Miami -Dade County Building Code
Compliance. Office and approved by the Building Code Committee to be used in Dade County, Florida
under the conditions set forth above.
APPROVED: 06/25/98
Internet mail address: postmaster@buildingcodeonline .com
Revises: 95- 0322.07
95- 0322.03
95-0316.04
1
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Miami -Dade County
Homepagefhttp://www.buildIngcodeonlIne.com
MONIER ' LLC
Monier Lifeitile
LLC Capri Tile
Trim Pieces
Product
Rainproof II
Ice and Water
Shield
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Product Dimensions
Monier Lifetile 1= 16%2"
LLC Villa & Roll w = 13"
'/:" thick
L= 17"
W= 12 '4"
%:" thick
1= varies
w = varies
varying
thickness
Dimensions
30 "x75' roll
36 "x75'roll
or .
60" x 75' roll
36 "x75'roll
Test
Specifications
PA 104
PA 112
PA 112
PA 112
Test
Specifications
Page 2 of 15
Product Control No.: 97- 1124.16
Product
Description
Low profile, interlocking, high
pressure extruded concrete roof tile
equipped with one nail hole and
double roll ribs. For direct deck or
battened nail -on, mortar or
adhesive set applications.
Low profile, interlocking, high
pressure extruded concrete roof tile
equipped with one nail hole and
double roll ribs. For direct deck or
battened nail -on, mortar or
adhesive set applications.
Accessory trim, concrete roof
pieces for use at hips, rakes, ridges
and valley terminations.
Manufactured for each profile.
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Product
Description Manufacturer
Single ply, nail -on
underlayment with
2" self - adhering top
edge.
Protect -O -Wrap,
Inc.
(with current NOA)
PA 103 Self - adhering W.R. Grace Co.
underlayment (with current NOA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
••�••• •�..� �+Y'L' IYLLG L+L L
Product
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiterM ")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar
#1140")
Roof Tile Mortar
( "BONSAL®
Roof Tile Mortar
Mix ")
Roof Tile
Adhesive
( "Polypro®
AH 160 ")
Dimensions
Vertical
Min. 1:'x 4"
Horizontal
Min. 1 "x 4" for use
with vertical battens
or
Min. 1 "x 2" for use
alone
Min. 8d x 2 '''A" or
min. 10dx 3"
#8x 2 V2" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Hurricane Clip & Clips
Fasteners Min. %:" width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 ''V4"
Test
Specifications
Wood Preservers
Institute LP — 2
PA 114 Appendix E Corrosion resistan
screw or smooth
shank nails
PA 114 Appendix E Corrosion resistant,
coated, square
drive, galvanized,
coarse thread wood
screws
PA 123
PA 123
PA 123
See PCA Two component
polyurethane
adhesive designed
for adhesive set
roof tile
applications.
PA 114 Appendix E Corrosion resistant
clips with corrosion
resistant nails.
Page 3 of 15
Product Control No.: 97- 1124.16
Product
Description
Salt pressure
treated or decay
resistant lumber
vattens
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Manufacturer
generic
generic
generic
Bermuda Roof
Company, Inc. with
current PCA
Qu ikrete
Construction
Products with
Current PCA
W. R. Bonsal Co.
with current PCA
Polyfoam Products,
Inc.
PCA #94- 0401.01
Generic
aga,
Roofing Product Control Examiner
MONR LIFETILE LLC Product Control No.: 97- 1124.16
Underlayment:
Roofing Tile:
Comments:
SYSTEMS
(CONTINUED)
Deck Type: Wood, Non - insulated
Deck Description: New construction 19 /32" or greater plywood or wood plank.
SYSTEM D: Mortar or Adhesive Set Application
Slope Range: 2 ":12" to 7 ":12"
Note: System D is only acceptable in this slope range. For slopes in excess
of 7 ":12 ", refer to System C.
Install underlayment system in compliance with Dade County Application
Standard PA 120. (See System Limitation #5.)
Install tile in compliance with Dade County Application Standard PA 120.
(See "Data for Attachment Calculations" included in this Approval.)
1. For re -roof applications, 15 /32" plywood is an acceptable substrate.
Page 9 of 15
ran Zuloaga, RRC
Roofing Product Control Examiner
MONIER LIFETILE LLC Product Control No.: 97- 1124.I6
SYSTEM LIMITATIONS
1. The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri &
Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards
PA 118, PA 119 or PA 120, depending on the method of installation.
2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter
larger than that of the preformed holes in the tile.
3. System installation shall be in compliance with the system specifications outlined 74 this Product
Control Approval. The method of attachment utilized shall provide sufficient attachment resistance
to meet or exceed the required resistance determined in compliance with Dade County Protocol PA
115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static
uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or
PA 127 shall be done as a 'Moment Based System'.
4. For adhesive set tile applications, a field static uplift test by a Dade County accredited testing
agency, in compliance with Dade County Protocol PA 106, shall be performed.
5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular
to the roof pitch unless stated otherwise by the underlayment material manufacturer's published
literature.
6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control
Approval and a copy of the Product Control Approval of any Roofing Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain
quality control in compliance with the South Florida Building Code and related protocols. Samples
taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'.
9. Fire classification is not part of this aceptance.
Page 10 of 15
Frank Zuloaga, RRC
Roofing Product Control Examiner
Table 1: Aerodynamic Multipliers - X (ft")
Tile
X (ft')
X (ft')
Profile
Batten Application
Direct Deck Application
Monier Lifetile LLC Villa Tile,
0.27
0.29 .
Roll Tile, and Capri Tile
Batten
s
Direct
Deck
Table 2: Restoring Moments due
to Gravity
- M (ft -Ibf)
6 ":12"
7 ":12" or
greater
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
1 nail
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Monier
Lifetile LLC
Villa Tile,
Roll Tile,
and Capri
Tile
5.57
6.30
5.48
6.18
5.37
6.05
5.24
5.90
.
5.09
N/A
Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Nail -On Systems
Tile
Profile
Tile
Application
Approved
Nails
Approved
Screws
Approved
Field Clip
With:
Approved
Eave Clip
With:
1 nail
2 nails
1
screw
2
screws
1 nail
2 nails
1 nail
2 nails
Monier
Lifetile LLC
Villa, Roll,
and Capri
Battens
4.10
7.10
22.90
49.10
24.20
34.80
22.10
32.20
Direct Deck
11.80
21.90
25.80
47.10
24.30
35.50
19.00
31.90
MONTER LIFETILE LLC
DATA FOR ATTACHMENT
CALCULATIONS
Product Control No.: 97- 1124.16
1 Data noted in Table 3 is for instal ation with a 3" tile headlap.
2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others'
and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this
attachment configuration unless the Required Moment of Resistance exceeds the values
noted above.
Page 11 of 15
uloaga, RRC
Roofing Product Control Examiner
MONIER LIFETSLE LLC
DATA FOR ATTACHMENT
CALCULATIONS (CONTINUED)
Product Control No.: 97- 1124.16
Table 3 -A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
for Nail -On Systems
Tile
Profile
Monier Lifetile
LLC Villa Tile,
Roll Tile, and
Capri Tile
Tile
Application
Direct Deck
New Construction
(min. t9 / 32 " plywood)
Direct Deck
Recover /Reroof
(min. 1 %2' plywood)
Battens
New Construction
Two (2) 10d x 3" long nails
67.50
43.00
50.90
1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long
polymer coated, corrosion resistant, ring shank nails installed in
manufactured holes located 2'/" from the head of the tile. Clips on eave
tile are not required for this attachment configuration unless the Required
Moment of Resistance exceeds the values noted above.
Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Monier Lifetile LLC Villa Tile,
Roll Tile, and Capri Tile
Tile
Application
Mortar Set
Adhesive Set
Attachment
Resistance
20.60
86.61
Page 12 of 15
1
uloaga, RRC
Roofing Product Control Examiner
MONIER LIFETILE LLC
PROFILE DRAWINGS
Page 13 of 15
MONIER LIFETILE LLC VILLA TILE
MONIER LIFETILE LLC ROLL TILE
Product Control No.: 97- 1124.16
uloaga, RRC
Roofing Product Control Examiner
LY1U1N LIFETILE LLC
0.07"
0.71" 0.13"
-+I 1 •-0.0]"
0.11"
PROFILE DRAWINGS
(CONTINUED)
MONIER LIFETILE LLC CAPRI
0-
23 01 C.
2.40"
Page 14 of 15
1.71"
O.131"
APPROVED SCREW FOR SCREW DATA IN TABLE 3
Product Control No.: 97- 1124.16
*******■-
IMMO
F2 r g ay -.-
Roofing Product Control Examiner
0.173"
MONTER LIFEtILE LLC Product Control No.: 97-1124.16
Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.16
135 N.W. 20 St. APPROVED : June 25. 1998
Boca Raton, FL. 33431 EXPIRES : June 25 2001
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documentation, including test supporting data, engineering
documents, are no older than eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4 Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7 A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all times. The copies need not be resealed by the engineer.
8 Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9 This Acceptance contains pages 1 through 15.
END OF THIS ACCEPTANCE
Page 15 of 15
Roofing Product Control Examiner
'MIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY
• Date _ 2 0/ g3 j Job Address / o;,7 $' /lit t_ Cr Tax Folio // IrQ J oey
Legal Description kt;t01/7 � Master Permit #
Owner
ehz/t,s1tif agn,24,J
Owner's Address (92 S' W. f. 9cf at cr. Day -Time Phone 1...5:9
Contracting Co. /g —/ g ',j,J/Dn/44 Ce,..4744,6 Address / 9Lir A .. €, /S'd
Co D /w- h.�
Qualifier 0/11•71£4 Ae.41 An n SS# 2tiS - !v? - /CGS Phone Srll- evsl
State# Cr C 7 o SZ3 I Competency# Ins. Co.
Architect /Engineer
Bonding Company.
Mortgagor
Permit Type:ctalWin,DING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN
Application is hereby made for a permit to do work & installation as indicated. I understand that
separate permits are required for Electrical, Plumbing, Signs, Pools, Roofing, & Mechanical work.
WORK DESCRIPTION P/L(5Sv� eigtovi ) /Jro ,�,,�,/ �? l� /io e �ln�.r , �Ia.r. � .
6r p
lag ' C/ Awn, //ff q '
�?Lry q rr. e+ El Ct / /�1' 41;1, U " itobv. et.a4
•
Estimated Cost4 /0
Square Ft.
Signature of Property Owner or Condo Pres.
ADMINISTERED
SWORN TO &
L) DAY
ATH ❑
SCRIBED BEFORE ME THIS
, 1915
i»!BM ' / 0 1D
Signs ure of NOTARY o Owner /Condo President
NOTARY aJai.CETAE I7 a.:
(Print, Type, or Stamp Commissioned Name)
Personally Known ❑ or Produced I.D. ❑
Type of I.D. produced
Zoning Building
Mechanical
Plumbing
Tenant S.9-vve
Address
Address
Address
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 TH:•NOTICE. A BACKFLOW PREVENTION DEVICE
PERMIT AND CERTIFICATION TEST MAY BE REQUIRED IN ACCORDANC' WITH ORDINANCE #825. CALL THE PUBLIC
WORKS DEPT. AT 787 -1001 OR VISIT THEIR OFFICE AT 1815 N.E. 150 ST.
OWNER'S AFFIDAVIT: I certify that all the foregoing information Is accurate, and that all work will be done in compliance with all
applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
ignature of , ntrac :off"
ADMINISTERED OATH ❑
SWORN TO & SUBSC•IB
D OF
RE ME THIS
Sign ure of NOTARY t• Contractor
NOTARY PUBLIC STATE: Of
MY COM SSIO N EX .ET C.
BONDED T3-:.:U CIA = INS. Lu 4-4
(Print, Type, or Stamp Commissioned Name)
Persen•.ally Known ❑ or Produced I.D. ❑
of I.D. •roduced
Electrical
Engineering
Al PROFESSIONALS GENERAL CONTRACTORS, INC.
LICENSE # CGC 005231
12875 N. E. 14TH AVENUE • NORTH MIAMI, FLORIDA 33161
TEL. (305) 895 -0154 • FAx (305) 895 -0944
NOTICE OF COMMENCEMENT
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: Fig : I13) • 0 0 3200 Y 0
0 24' /v. C. 94 Ma i S Monza 53/5P
2. Description of improvement:
3. Owner(s) name and address: CI,4'wj 2e (/i, ,)
/0 -7.r "v7 9J" SA M',1
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: /91O
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: XV/9.
6. Lender's name and address: N 4-
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., FI rida Statutes
Name and address: ti/d
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: Y & G I v ,7 a
9. Expiration date of this Notice of Com en ment: (the expiration date is 1 year from the date of recording unless a
different date is specified) �
Signature of Owner
Print Owner's Name (2 & -C / F,
Sworn to and subscribed
Print Notary's Nana'e VIC` , 'Aj-o N Altillt3C STATE OF aoL5 ,.
1, f MY C i SSION EXP.DEC. 29,1995
My Commission Expires: i BONDED 773RU C;FNFP,AT, INS. UND.
Notary Public
FORM A -104 White - Original
is 7) day of / J ✓o J r y , 19 1 3 .
Canary - Office
1 NEQEBI CERfIW That this b o kw cep • the
erlylnol fil M this offic _ 2- e ./
, A. D. v �3
*MESS my • net and °algal a•af.
/.r
Prepared by: i4 - l 4 94a r/o•,
Address:
/ 7d9SN.C
/vtnomiLm) PL. 334 /
1,
•
QGENERAL CONTRACTORS)
MIAMI SHORES VILLAGE,
Building Department,
Dear Sirs:
This application is for a Re -roof ,440 Sq. Ft. Category 92
- Gravel Roofs. We will do the following:
Remove all existing roof cover,
replace damage wood on deck up to 50 feet. Additional facia
board will be billed at $2.25 per feet,
Install one #30 lbs. felt tin capped,
Install all necessary galvanized metal & lead stacks,
Mop two fiberglass felt with hot asphalt,
Apply a layer of hot tar with gravel,
26 gauge galvanized gravel stop, 6lbs per Sq.Feet.
We will begin work on Monday 30,1993 and will finish the roof
September 1, 1993. Weather permitting.
GENERAL CONTRACTORS
LICENSED - INSURED
PROJECT DEVELOPMENT • FINANCIAL PLANNING • INSPECTIONS F. CERTIFICATIONS
CONSTRUCTION • REMODELING • ADDITIONS • REPAIRS • ROOFING • MAINTENANCE
"A Cooperative of Construction Professionals"
essionals General Contractors, Inc.
12875 N.E. 1 4TH AVENUE • NORTH MIAMI, FLORIDA 33161
TEL. (305) 895-0154 • FAx (305) 895 -0944
•
GENERAL CONTRACTORS)
MIAMI SHORES VILLAGE,
Building Department,
Dear Sirs:
GENERAL CONTRACTORS
LICENSED - INSURED
PROJECT DEVELOPMENT • FINANCIAL PLANNING • INSPECTIONS & CERTIFICATIONS
CONSTRUCTION • REMODELING • ADDITIONS • REPAIRS • ROOFING • MAINTENANCE
"A Cooperative of Construction Professionals"
This application is for a Re -roof ,440 Sq. Ft. Category 92
- Gravel Roofs. We will do the following:
Remove all existing roof cover,
replace damage wood on deck up to 50 feet. Additional facia
board will be billed at $2.25 per feet,
Install one #30 lbs. felt tin capped,
Install all necessary galvanized metal & lead stacks,
Mop two fiberglass felt with hot asphalt,
Apply a layer of hot tar with gravel,
26 gauge galvanized gravel stop, 6lbs per Sq.Feet.
We will begin work on Monday 30,1993 and will finish the roof
September 1, 1993. Weather permitting.
essionals General Contractors, Inc.
12875 N.E. 1 4TH AVENUE • NORTH MIAMI, FLORIDA 33161
TEL. (305) 895-0154 • FAx (305) 895 -0944
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby utndc for the approval of the detailed statement ur the plans and specifications herewith submitted for the build
inc 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 prpgreu of the work.
Owrtcr's Name and Address
Building Inspector
Q ,19.
._ No. P „„ . Street_ /1 e .
Registered Architect and /or Engineer . _::,, , ,. ... •nnnnsmne•,n:m,
Name and address of licensed contractor CAV—V7J/ i 6PF. /N(: CO. t //! — 3CL /l/i'✓ „ .. 5 � •• filA M,'
Location and legal description of lot to be built on:
Lot Block Subdivision _ .._.. _.._.... .
Street and Number where work is to be done I0 .� N� ...JT „ .. ._. .._.
_ /�� - ~ 0 041 / 41 " 3 3 s w�lT� SIlINGcI� Tl �E
State work to be done and purpose of building (by floors) _ te°°F - � 3 ,�_ „... ..__... „_ ._.... „._.._. .._
„... „ . . ......and for no other purpose.
New Building Remodeling Addition Repairs ✓ No. of Stories / _
To be constructed of Kind of foundation Roof Covering C 4 t l/
Estimated Total cost of improvements $ $6� �' d U Amount of Permit $. ' rr0
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 %%ith 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 performed under this
permit, as are licensed by Miami Shores Village.
Remarks _ ,_.__ (Signed)
7
STATE OF FLORIDA.
COUNTY OF DADE. as.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. per>ortally 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 fads
therein by him stated are true.
.`
Permit No.. L 3 g Date .tt4 -1 a - $0 , ._._ Read, Sworn to and Subscribed before me.
Disapproved . � ._ . Date _
(Signed)
Notary Public, State of Florida
My Commiuion Expires .. „.._... „... __ — —.
PLANNING BOARD DATE
ChairmanMember ....... _ ....................... _ ._...._...._......... „. „...._._
Member Member
Member .. Member __.. „. „.... „.....__.._...._ ...... ...
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by Improper notice for inspevtitrn or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
Disapproved ___ Dat
(Signed)
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.
'1 Date A T ` 19
Owner's Name and Address.... 1?.E Afit e /- t' S $ CAI No / 0 Z 5 Street Ale- L .8... 7 Y"
Registered Architect and /or Engineer _
Name and address of licensed contractor _L,t!_.L
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done /82-r A/
State wor to be dons and purpose of building (by floors)
Qo_F_ / /`/_C S _ (Q _�_/U' e 3�
B ilding Inspector
6 f { / 4 /S //0 35- A('ou 2 `7,q u
8 57
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof overing._._7YL o
Estimated Total cost of improvements $./ 00 —
Amount of Permit $
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building pennit 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
pennit, as are licensed by Miami Shores Village. f q
Remarks (Signe .:�57 ��'LlI"„
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. /
Permit No 7 /'7 Date 7' 6 ---66'
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.