759 NE 94 St (5)Test 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
? / A4 -- 4. ' 7
26
A.44 p
51
76
2
27
T
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
87
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
Civil Engineer:
Lab Certification # 98- 0608.04
State of FL Certificate Authorization # 4100
U.S. SOUTH
Engineering & Testing Lab., Inc. \[2 4179
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 COMPILANCE
PROTOCOL PA 106
SITE SPECIFIC INFORMATION
Owner's Name: / h P4 y Ry4
Job Address 751 t1 g q4 *T. t (INA t �-4. 1
Roofing Contracto : Ci' = r - 0
Type of Tile: 'CIP� Ili pc - 59 4 ...- .9 =-i
Approximate Roof Height: t Z feet
Type of Access to Roof: Scaffolds Ladder
Approximate Square Footage of Roof % OoO fI2
Required Testing or 35 lbs. Testing Equipment Chatillionl00
Date Tested I I-�' r 1,
•
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY _CONTROL T T.
THIS REPORT BMITTED BY*
•
P.E. 41 ( 5
TEST RESULTS
P = PASS, F = FAIL
i/z-ef /03
Permit # 7 x2 ,2/OR
Date Installed 1 2 9 1
Roof Pitch: 3' a Z
Other
$ KETCH OF ROOF
JOB
159 5i M1Ist► -4 P- --6P
SHEET NO. O 1 - -
CONTRACTOR _
CHECKED BY DATE
SCALE
G
0
r3`
aimimrjN7L•■
F, ■■L ■n��l
NOTES'
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 12 /6/2002
Applicant: ELIZABETH
Owner: RYAN
JOB ADDRESS: 759 NE 94 ST
This Permit is granted to the contractor or builder named above to construct the
ordinances pertaining thereto and with the understanding that the work will be perfc
and approved by the proper municipal authorities. This Permit may be revoked at 1
authorization. A further condition upon which this permit is granted is the understa
ordinances and regulations pertaining to the work covered hereby whether shown c
by his agents, servants or employees.
Fees:
FEE2002 -6978
FEE2002 -6979
FEE2002 -6980
FEE2002 -6981
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the wort
with the plans, drawings, statements or specifications sut1itted to the proper auti
myself, my agent, servants o !oyes.
Signed:
Description
Buildier's Bond
CCF
Notary Fee
Building Fee
Total Fees:
Building P
Permit Number: BP2C )2 -2108
(Contractor
RYAN
ELIZABETH
Contractor KAWALEK PAUL Contractor's Address: 48
Local Phone: 786- 262 -1457
Parcel # 1132060142020 Legal Description: MIAMI SHORES SEC
Pay to the
order of
Amount
$300.00
$7.20
$5.00
$217.50
$529.70
Permit Status: APPROVED Permit Expiration: 6/1/2003 Construction Value: 1,450.00
Work: TEAR OFF EXISITNG TILE FLAT ROOF REPLACE W AH NEW MONIER 9" F 1 T COLOR THRU ALL TILE THE SAME COLOR (VERONA
If there is no permit package accessible on the job -site for inspectors to verify, th .e will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for •��-' �^�� +leln.
PAUL R. KAWALEK
485 N.E. 92ND S
MIAMI SHORES, FL/
BankofAm
ACH Ft/T 003100277
For ' '1
':o6 3 Loc
a
mit
E 92 ST
LOOFING & PAINTING
PH. 305- 754-0191
3138 -2566
PB 10 -37 LOT 23 & W1/2 LOT 24 BLK 67 LOT SIZE
r\1I D es er iv\ i
'ME. ci (-rf
Page 1 of 1
Total Fees: $529.70
Total Receipts: $0.00
\ps
Date
2??': 00366060 L9 L411' 30 l 2
3012
63-27/631 FL
810
$ 52'r,
rs 8
Date
Legal Description
wner /Lessee/Tenet
' 305 '751'S'93
Contracting Co. �:: �� - • 5 ' I
Address
U� IVE.
pad,d
Owner's Address
Qualifier
State # Municipal #
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
/ 10050 N.E. 2nd Avenue • Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 L) )2,) b '+ddress 9 V g r Et q 45 ""
+, t' -
FEES: PERMIT / >� .
Signx re of owner and/or Condo President �, I Date
3
1 h
Notary as to 0 Date
My Commissi ` ir' eSte 0.ornr^ir+r r)0150048
a
ar i0: Expires Novemner 15, 2006
C.C.F
Historically Designated: Yes No
Master Permit # (
Phone
SS# Phone ✓ " S 75 -- OM/
Competency # qa S O / In Co. L ea " de t —
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING
I
i Q `'� ro� y- lA WORK DESCRIPTION: & � e X LS +i f1 � I I e f"`4! 3 J / e/V ' e t'V� et, h e t10
Mo n,er c o to r- Aroudtka l 14-i le +h e &t oe zo `orC(1ei vha tiI
Square Ft. !- Estimated Cost (value) 6+4/
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work 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.
Siptfattue of Contractor or Owne
.,
Notary as to Co(Strac
11y Ex
1 , -' NOTARY C - (�
APPROVED:
Zoning Building
Mechanical Plumbing
Tax Folio
PC f CCJL e 0////0.2
Buildef Date
• My Commission 00150048
Expires November 15, 2006
BOND �� (`
Structural Engineer
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA ")
t14-F
02- ogo ri
Field: " oc @ Lap, # Rows
@> "oc
Perimeter: ' oc @ Lap, # Rows @ " oc
Design Wind Pressures, From RAS 128 or Calculations: Corner: oc @Lap, # Rows @ " oc
,,,ay2 :r max? Number of Fasteners Per Insulation
Board
System Manufacturer:
NOA No.:
Pmax1
Deck:
Type:
Max. Design PressureAorie Specific NOA
System: G t
_ Perimeter Corner
Illustrate Components Noted and
Details as
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Anchor /Base Sheet & No. of PIy(s): 1 b&l-Se Indicate: Mean Roof Height, Parapet Height,
A or B se,She t Fast ner /B n i a r, Height of Base Flashing, Component Material,
I tin K S % Cl 1 5 0 /�,n a Material Thickness, Fastener Type, Fastener
t1 1 i7'JSpacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Gauge/Thickness:
Slope:
Insulation Base Layer:
kloo d-
6
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Surfacing:
Section C (Low Sloped Roof System)
Base Sheet(s) & No. of PIy(s):
Base Sheet Fastener /Bonding Material:
y4i b-er-t3
Pty e )1) Net ner/iBonding Material:
Top Ply: 6 A-r /via d
Top ly Fafie Material:
Fastener Spacing for Anchor /Base Sheet
Attachment
Field
6p,F Mod 6-J i v
3 „cli p e dge
_ 61'1M-rip
�5b ik
1X6 V-ro(n`f”
Parapet
Height
Mean
F.V cf
Height
Roof System Manufacturer: On
'el
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 4-it P2: 9615 P3: 1(7I
Maximum Design Pressure
From the NOA S • ecific S stem .
Method of tile attachment: C2 00111A &. d1 he 6 I r/ e-
Ridge Ventilation?
- - - -_�
Florida Building Code Edition 2002
Hi. h Veloci Hurricane Zone Uniform Permit A. plication Form.
Section D Stee • Slo • ed Roof S stem
Deck Type:
ype Underlayment:
Insulation:
Mean Roof Height: 1
Stee • Slo • ed Roof S stem Descri • tion
Ixb U
Fire Barrier:
Fe
N/A-
Fastener Type & Spacing: I C Ve949 i
` �� K I I / o ' oo ,efd
\AdhasivP
N/ A
1
ype Cap Sheet: I Ifq D 5 'ece
Roof Covering: q l-+_' cO i /O
IM0 tter hroh* 1�G
Type & Size Drip
- U
Edge:
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Process No.
Contractor's Name &Ad a kid et 1 e k
Master Permit No.
Job Address
v
❑ Low Slope
❑ Asphaltic
Shingles
❑ New Roof
Low Slope Roof Area (SF)
� 5v
99 9L4'h<*
Ov 61/6/
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, cl
identify dimensions . dlevated pressure zonTs and location of parapets. '
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
Mortar /Adhesive Set Tile .
❑ Wood Shingles /Shakes
Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) Total (SF)
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M with the values from Mr. If the M values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable. • •
Method 1 "Mo •nt Based Tile Calculations Per RAS 127" a p
(P Lib x � _ 3 A -M 6 t =11I 7133, NOA M 16 Q !
(P2: f. x11 fl �•�1- . Mg: ti =Ma A. i s NOA M
P. 7 £ - Mg: - b - 72 -- =m, 3 4), d€ NOA M
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA Mr
TEN
30'
39.7
37.4
35.1
32.8
30.5
28.2
*\lust be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for Ft' the
values for F If the F' values are greater than or equal to the F,. values, fox each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: xl: = x w: = ) -W:
(P2 : x I: = x w: = ) - W:
(P3 : x I: = x w: = ) - W:
Description
r-s;gn Pressure
Mean Roof Height
H Job Site
x cos B:
x c o s 9:
x cos 0:
= F NOA F'
= Fa: NOA F'
= Fr3: NOA F'
40'
42.2
39.8
.37.3
34.9
32.4
30.0
Where to Obtain Information
Symbol 1 Where to find
PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE base or ;SC.' ,
7
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Calculated
NOA
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
All calculations must be submitted to the
B
X
Ni
M
M,
F'
F,
W
1= length
«idth
Job Site
NOA
NOA
NOA
Calculated
NOA
NOA
Buildin, Official at the time of permit application
•
M Required Moment Resistance*
Mean
Roof Height -).
Roof Slope
15'
20'
25'
2:12
34.4
36.5
38.2
3:12
32.2
34.4
36.0
4:12
30.4
32.2 r
33.8
5:12
28.4
30.1
31.6
6:12
26.4
28.0
. 29.4
7:12
24.4
25.9
27.1
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M with the values from Mr. If the M values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable. • •
Method 1 "Mo •nt Based Tile Calculations Per RAS 127" a p
(P Lib x � _ 3 A -M 6 t =11I 7133, NOA M 16 Q !
(P2: f. x11 fl �•�1- . Mg: ti =Ma A. i s NOA M
P. 7 £ - Mg: - b - 72 -- =m, 3 4), d€ NOA M
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA Mr
TEN
30'
39.7
37.4
35.1
32.8
30.5
28.2
*\lust be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for Ft' the
values for F If the F' values are greater than or equal to the F,. values, fox each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: xl: = x w: = ) -W:
(P2 : x I: = x w: = ) - W:
(P3 : x I: = x w: = ) - W:
Description
r-s;gn Pressure
Mean Roof Height
H Job Site
x cos B:
x c o s 9:
x cos 0:
= F NOA F'
= Fa: NOA F'
= Fr3: NOA F'
40'
42.2
39.8
.37.3
34.9
32.4
30.0
Where to Obtain Information
Symbol 1 Where to find
PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE base or ;SC.' ,
7
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Calculated
NOA
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
All calculations must be submitted to the
B
X
Ni
M
M,
F'
F,
W
1= length
«idth
Job Site
NOA
NOA
NOA
Calculated
NOA
NOA
Buildin, Official at the time of permit application
•
1
HIGH VELOCITY HURRICANE ZONES A CTION 1524
QUIRED OWNERS \ ' O TIFICATION FOR ROOFING
CO NSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility
the required roofing permit, and to explain to the owner the content tent of this section.. to provide the owner with
Building Code, Birildi�i
roofing system installations. Additionally, the following items should ion.. The provisions of Chapter
Building govern the minimum requirements and standards of the industry for
n the owner and the contractor. The owner's initial in the adjacent ea dict
indicates art
ed. box P the the ar been
agreement
es that the item has b
1. Aesthetics - Workmanship; The workmanship
Zone) are for the purpose of providing that the roofing system provisions of meets t h e vpter I (High Velocity
performance standards. Aesthetics (appearance) Hurricane
issues are not a consideration with t respect to workmansh intrusion
(ppearance)
provisions. Aesthetic issues such as color or architectural appearance, that are no t part of a zoning code, should
be addressed as part of the agreement between the owner and the contrac ip
tor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof in accordance with the current provisions of Chapter 16 (High Velocity y Zones) of the Florida
Building Code. f deck may have to be
deck is usually concealed prior to removing the existing roof sste
(The roof d 3. Common Roofs: Common roofs ar roofing o to be y m)
fi_____°-... units (i.e. townhouses, condominiums, etc, a those which have no visible delineation between neighboring
In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of e
p .formed.
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 architectura
penetrations of the underside of the decking may not be acceptable. The Florida Buil
I appearance, therefore, roofing nail
option of maintaining this appearance.
Building Code provides the
5. Ponding Water: The current roof system and/or deck of the building may not water to pond (accumulate) in low -lying areas of the roof. Ponding can be an i
distress and may require the review of a y of drain well and may
expectancy and performance h of the new roofing professional stem structural engineer. Ponding may ation to of stth li f l
i
original roofing system is removed. Ponding conditions should be corrected
may not be cued nt until the
6. Overflow scuppers (wall outlets): It is required that rainwater flow off
overloaded from a build up of water. Perimeter /edge walls or other roof extension
overflow scuppers (wall outlets) are not provided. It may so that the roof is not
acco dance with the Florida Building Code, Plumbing. s may block this discharge if
c y be necessary to install overflow scuppers in
7. Ventilation: Most roof structures should have some ability to vent natural
interior of the structural assembly interior
It may structural
be beneficial i to c consider uildi nil elf). which airflow at n shall not no t
e
>)• The existing amount of attic ventilation ll b
roof. venting can result in extending the service life of the
CADOCLAI E 1 4mpILOCA LS- nTrmulSErnnv In.
1)- /i_
Date
Contractor's Signature
A pproved : 12 /30/1 999
J
lotaew.c ewe ; eddy/oft: eve!lverf Iaiq,Q•••11kk
Nw
0
k
Moab CONTROL NOTICE st'u'��atg�c ,� ��'
I3S NW 20 Std LLC OP A CCE �VYCE +o �� it; `N �t ncrast
R oca Raton w`„
PL 33431
tt •
o ur S/ cation for Prod A Con�•R �� �
wader C ke arid Slam 1`7ar P rode of sus•
Pier 8 oldie Code of PM/Profile ?ale
PRODUCT tsa�ra`.n`
at M � - Dade Co �
County Building
Code ComlY described t YBov e g use t3on » 2902 FAX h1�p oms
'Ns approw sna1! net be valid Office (BCCO) been mmeriti f r specified h Maters and : .._
product or serial at after the c CePtMce Y
Construction, and co
If this product or �YU val from aft a • mTiration dare stated conditions herein.
the Miami .
the material fait Jobsite or below. BCCO
tm is t
If this
Cr product or material immediately. pp � a A r. B C qu�; coq ri fy r us
Code. that SProduct or ma B Co o react r BC C° may revoke. l tc si; 9
The ex meet th r 8 w revoke thi diry, o susreo.
expense of such re re quirement s approval. if it is
sting will be ' South Florida
Acceptance incurred b the mart Ft l t
co !Y .: n ,
0 9 9 -1012, ofactttr,� =
F.z it 7 (Revises No.: 98-0604.01)
P cs:I2 / 1 6�OOZ
THIS IS 7•N �- t _
E
COVERS Raul r i� u � � .
— , SEE ADDITIONAL Chief Produce t
PACES F �nrrnr l:,visir
B UILDING CODE CONDITIONS OR SPECIFIC
AND (' ;!�rF n,41
Th: - ,�PFlication for Produce dt PRODUCT REVIEW
3.� Product Review Committee has been rev COM,1 -F E
mittee to be used in pride County F BCC under t e condi d b
nda t by the Building Cniz
• Lzder ,he cordction se forth aSc,,.
rariCcSCO - "
1 of 8 Director
Miami -Dad
Building Code Corr';:ea.:cc OtYc
A
i
t a c it!
Rainproof ll
Ice and Water
Shield
1. SCOPE :t ..11. :1 t
This revises a Tea :r '� -
rile Actual-bade depgaod LLC d . Shake Stat C signs For the the South Plaids B S ing C 2 of *t t
z mp�°Fta z3. do not �'xoeed me �8 Code, 1994 ice Zrf
SFBCFB with 3, d ] of the re q u irements, taro a �i
sal be done 7 n using the dub 1 pressure t eon obtain by -�"'e�d b
Category; based syste herein. The attach y
Sub Category. Flat Prepared S� �aeat
z Tile
PRODUCT DESCRIPTION
lig4f � ��
������
Dr, "'+1�/Y
Monier [ itetil _
Atlantis Shake and 1 15"
Slate Tile 1 %10 VS"
thick
Trim Pieces
2.1
C omponents or products matt. ufactured
by others
kiaagg� Test
a
30"x 75' roll
36" x 7;• roll Pa log
Or
60"x 75 ' roll
36"x 75' roll
1.- varies
`v = varies
varying thickness
PA 103
2
.1
Test
je
PA 112
PA 112
Product
Flat i nterlocking, hl
concrete Shake and slate pressure
oofcjj etUt+uect
with two nail holes. For roof re tal Mo rt
or adhesive set a pplication s t d�. m ortar
Accessory trim, concrete roofpiece•
cr ip rakes, rides and valley
rtationa. Manufactured fore r,l
profile.
Product
°tfew
Single ply, nail-on
underVYment w'
self-adhering nth "
2
top
edge.
Sel Kadhering
1111
flanVaet_ uj
Protect.0 1Vrip,
Inc.
(with current 140A)
wt
11 ! R. Gra r <,.
_--
'�""� ProQtre ce Examiner
Tile Nails
Tile Scre
Roof Tile Mortar
("TileTitetx)
Roof Tile Nom
C'Quilcrete® Roof
Tile Mortar
1 140")
Roof Tile M
raoNSA
RoofTik Mortar
Ft co( Tile
`adhesive
( "Polypi
AE1160'
katalla
Weed &aaen
J
IY/A
yaw
Min, i x 4" '
with vqt;cel battens
or
Min. 3_4 2" for use
alone
N/A
NSA
Min, l Odx 3"
•8x 2 SS" long
0.335" head dia,
0.131 shank die,
0.175 screw thread
dia.
WA
3
PA 114
Appendix E
PA 114
A ppendix E
PA 123
PA 123
See PCA
PA 123
Teat
fungametat Product
Wood i
institute en Sa rp met
dpy�, .�tStan t
lu mber battens
Corrosion resistant
UMW or smooth
shank nails
Corrosion resistant,
galvanized. : square drive,
wane
thread wood scram
Prepared mortar mix
d esigned for mortar
Set roof tilt
a Pplicatio,L;,
ix
r
Prepared mortar m
designed for mortis
Set roof rile
a pplicatktis .
Prepared mortar mi
designed for mortar
set roof m
application :.
Two component
polyurethane
adhesive desi9ted for
adhesive ict :oof the
applications.
Acarrurfcg tfa .
ampules se
. hie _i b
t-, 11
Prank 7 7" RR --
Roefa= prod ca
Co�mro Exxrifter
lik leitbPtur et:
g
generic
generic
Bermuda Roof
Company, inc. with
eurTent PCA
Quik••t
Constructio
Product with
Current PCA
w. R Bonsai Co
With current PCA
Polyfoarn Products,
Inc.
Clips
Min. r5" PA 114
Min. 0.060" thick Appendix E
Clip Fasteners
Min lid x t /."
3 . LIMITAT
'' l Fire claSSiFcat;o
3.2 For a is not part of this
ortar or adhesive yet tilt a cceptance.
3 3 m performed in accordance with a pplications, a static geld uplift
Applicant shall retain the B RAS 106. n cts• : ..,
to perform quarterly test of a Miami-Dade
shall rf submitted to ac corda nCe with P,4 112, County Certified
3.4 Minim the Buildin . p ice for vi Laborato
A �n underlaYrtients shall 6 Code Compliance Office f Such cesrirs
3 S 3
Applications Standards listed section 4 1 herein. nee with the cevie.v.
hot mopped undecla herein. the applicable Ruotin�
the noel slope m p pl an t a pplications
publis unless stated otherwi3e may be installed
3.6 els li tetattut. by the underl perPendirul� :
This sec Yment material manulcc;�, ;s
�ancei for wood �
be u, rom p ta nc. a with c k applications. Minimum deck
3 7 May be installed d on slo hapter 29 o f th
pes 7;1? and SFBC. iequiremcir; shall
4. I N ST A TION BTearer with a minimum of two scree,.
Monier Lifetile Atlantis
shall
be ins Shake
Application S talled in strict compliance Roof Dade an d its ty components
4.2 Data For Attachment d RAS 118, RAS 119, and Mc . _ Po s
�� Gkulation, �S l Z(
Table t: Aerodynamic MulUpl he
•
re
Roof Tile
Adhesive
?ileBond
H urricane Clip &
Fasteners
Tile
MQ • Profile
Kettle Aaanes Shake & Slate TM e--�.
J
Factory premixed
canisters
4
.1
ACCEPTANCe K0.
APPROnb ZR •D
Test
prod „..,
See PC
1
r
Single coznpo
nent
roof til
e
Corrosion resistant
clips with corrosion
resistant nails
- -
Direct 0
tck A puyUon
•
Roofing
• Control f_stln+ine•
-- bitrrr
Flexible Products
(with entrant
NOAH
Generic
- -
•
Table 2: Rested Van*
1-700 SmOolfc Or Screw
Shank Nell Field
1-10d Smooth &Screw
Shank Nal awe Cr
2-10d Smooth or Screw
Shank Nails Role C
2-100 Sniooth or
Shank Naas Eaee C
• 38.1
9.8
18.8
Tabie 3: Attachment Resistance E Xpreesed a
Tile for Naii.On stamt
ras toner Type
Profile
Direct Deck
(min 18122"
Plywood)
3 0.8
51.7
24.3
s -a Moment - M,
Monier Lifeltis
Atlantis Shake &
Slate 7ife
2 R Shank Nails'
ti_rrserenation vein a headla
50.3
end harmers any located flirt. of 214" from head of hie
85.5 4.°F
fl
Table 4: Attachment Resistance Expressed as a Moment 14, (fWbf)
liIo Profe/e for Two Patty Adhesive Set S stems
Tile Application
Ostia Atlantis Shake & Siete Tile
manufsetwes COm Pollent • ' • br
Adhealvs3
Placable Products Compaq? Tilef3and Avolug• weigh, MX petty 13.9 grans.
Polyrowo Produ Avers • We insts/latIon requirements.
5
1
•
ACCAIPTNCiffe, •
___ArritOVED
names
4.1148
Lbleolliberne EgItat-
-weft** 14 2.0 tr-F
kg 01 VI
24.3
19.0
3S
31.9
I LE
• ••• I I I I I "
icac
Reeling Produ convv:
Exam
Minimum Attachment
Resistance •
74
le
24 7 —. 11
24.2 !
22.1. '
34.8
32 2
1
• •
••■
•••■•
1
•
\
.:1
Table 48 Attachment Resistance EsSpressed as a Moment - 41,(ft-lbf)
TIle . for Mortar or Adhesive Set 3 ma
Profile
A lleaflon Attachnlint
Monist Ulnae Atlantis Shake St Tile
Resistanc
The
5. LABELVVG
390 -
An tiles ihail bear the imprint or identifiable :narking of the manufacturer's name ..): lo6,:.
or following statement: "Miami-Dade Cowaty Product Contro/ Approved".
6- BUILDING PERMIT REQUIREMEM'S
6.1 Application for building permit shall be acc ompanied by copies of the follovein2:
6.1.i This Notke of Acceptaace.
6.1.2 Any other docuatents by by the Building Officia/ or the South Florida
Building Code ( in order to properly evaivatc the installation of this systec,4
Frank Zatega, ItRc
6
Soon% ?milk* contrul Liatnin•r
.1
114!"'
WAIERUICE
\ \� • -
tT ` .�`��` .4
V
7
•
9 -1 Tt
MONfIER LIFETIL.1 ATLANTIS SHA & SLATE Co
r'►CRBTE ROOD TILE
FEZ 'MC
itftrinel Pred'a Connor Examiner
1 1/
,iC
3
8
.1
elec6lTANCE No.
'
�vED :December
Ren a+al of this Aceepra (aPPrtya!
and the ori6insl eptanc ed ) $ball lot .. .
are no older than eight (1) years. u � incluQ;Qg P S al been Any and all aP row engineeringunents,
2.
P ed r
P oductY
specitr� ��d rhe ec •� Dade � 1� w;th the "wtaf
sp Fic °°editions of th ;s trry Product Cont net's t om e. city, •
J. Rcnewa[s ofA� Acceptance. ^Ppro va l ' . or at
a. eptanpe will not be considered if:
There has been a change in the the So uth Florida Building C ode
Product and the affect;
b .
c. Product is no longer Product is not in compliance with the eval
mute the code change! tta t 1 en of chit the Acceptance r tha: product (identical) as the
ptttrt holder h� riot pee or► inait
including ce correct ; c omplied with all there 8 Y approved.
d. installation of the Product, gairentertts of this :cce prance.
The engineer who originally prepared,
submitted. e w longer rally i signed and sealed the required d
4. J I; � engineering Profession. � txt+mentation Illici.i 1y
Any revision or change M e
automatically e revision be chose for te e m teri t fuse, and/or manufacture of
auto ati (through the film this Acceptance, unless prior the o p r erects:, b een
requc, g of a revision application with appropriate has been
PPropriate fee) and granted by this
5. Any of i
ollowf
the following shall also be
a. U the f grounds for removal of this Acce
a. Misuse of this pe ane of this product or prance:
Acceptance as an endorsement
OF any product, for sales advertising Cr any
other Purposes.
6. Tie Notice of Acce
followed b ptancc number preceded b
Notice d b by ex Acceptance at di n date may be dts I Y the words Miami-Dade Coanty,Florid, and the
D Abed in advertising literature. If any po,;ior GI the
relayed, then II shall be done in its entiret
7. A copy of this Acceptance as wall as a
shall "be provided ro the user the ma pprov where it . :pp;iel.
i upe be at the Cuter or its distrib4tors and shall be
lob site at all tune. The engineerd not reseal the, copies. available ion
8. Failure to comply with any section Of this A
o f Acceptance. Acceptance s hall be ca'Se for termination and re- nc+val
9 . This Notice; of Acceptance consists ofpae l through 7 and this last pag 1
END OF THIS ACCEPTAN
PMk &teas'RRC
Roofing Product Coauot BU/1141 r
MIA MMADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 33.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 02-0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 1 of 33
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All Weather
Plastic Cement (MatrixTM
Standard Wet/Dry Roof
Cement 204)
GAFGLAS #75®
GAFGLAS #80 UltimaTM
Base Sheet
GAFGLAS Flex PIyTM 6
GAFGLAS Ply 4®
GAFGLAS ®Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
Eliminator Perforated
A
Roofing
SBS /APP, Modified Bitumen
Wood
-75 psf
See General Limitation #1
Dimensions
5, 55 gallons
60 lb. Bags
100 Ib. bags
5 gallons
1, 5 gallons
1, 5 gallons
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (I meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
ASTM D 3019
ASTM D 3409
ASTM D 4601
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D3672
ASTM D 4897
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed
asphalt, cold process cement or
emulsion. GAF Mineral Shield®
Granules shall be used for flashing
applications only.
Surface coating for smooth surfaced
roofs.
Fibered aluminum coating.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
Asphalt impregnated and coated glass
mat base sheet.
Asphalt impregnated and coated,
fiberglass base sheet
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced on the
bottom side with mineral granules
embedded in asphaltic coating with
factory perforations.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 2 of 33
Product
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
Eliminator Perforated
Nailable
RUBEROID® SBS Heat -
We1dTM Smooth
RUBEROID® SBS Heat -
WeIdTM Granule
RUBEROID® SBS Heat -
WeldTM 170 FR
RUBEROID® SBS Heat -
WeldTM PLUS
RUBEROID® SBS Heat -
Weld PLUS FR
RUBEROID Modified Base
Sheet
RUBEROID® Modified
Bitumen Adhesive
RUBEROID® SBS Heat -
WeIdTM 25
Ruberoid® Mop
Granule
RUBEROID MOP Smooth
RUBEROID MOP PLUS
RUBEROID MOP 170FR
RUBEROID MOP FR
RUBEROID TORCH
Smooth
Dimensions
various
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37 '(1 meter)
Wide
1 sq. roll
87 lbs.
39.37" (l meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D3672
ASTM D 4897
ASTM D -6164
ASTM D -6164
ASTM D -6164
1 meter (39.37 ") ASTM D -6164
wide
1 meter (39.37 ") ASTM D -6164
wide
39.37" (1 meter) ASTM D4601,
Wide Type II, UL
Type G2 BUR
5 gallons ASTM D 3019
Type III
1 meter (39.37 ") ASTM D -6164
wide
ASTM D 6222
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6222
ASTM D 5147
Product
Description
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced on the
bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven Polyester 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 -Woven Polyester 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.
Premium glass fiber reinforced SBS -
modified base sheet
Fiber reinforced, rubberized Adhesive
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -woven polyester 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 -Woven polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 3 of 33
Product
RUBEROID TORCH
Granule
RUBEROID TORCH PLUS
RUBEROID TORCH FR
RUBEROID 170FR
TORCH
Ruberoid® 20
Ruberoid® 30
Ruberoid® 30 FR
RUBEROID®
ULTRACLAD® SBS
RUBEROID® Dual FR
Vent Stacks (metal and
plastic)
GAF Aluminum Emulsion
GAF Aluminum Roof Paint
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 302)
GAF Built -Up Roofing
Asphalt
RUBEROID MOD Asphalt,
Asphalt L & Asphalt P
Shingle- MateTM
Underlayment
Tile -Mate Modified Base
Sheet
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (I meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
5 gallons
5 gallons
100 Ib. cartons,
bulk
60 Ib. kegs
4 sq. roll
30 lbs.
1.5 sq. roll
Test
Specification
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6164
ASTM D 5147
PA 100(A)
ASTM D 1929
ASTM D 635
None
ASTM D2824,
Type I
ASTM D312,
Types I, II, III
and IV
ASTM D 5147
Product
Description
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
SBS modified asphalt base sheet
reinforce with a glass fiber mat.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non woven fiberglass mat coated with
fire retardant, polymer modified asphalt
and surfaced with mineral granules.
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
One -way valve vent used to relieve built -
up pressure within the roof system.
GAF Vent Stacks are available in metal
or plastic.
Mineral colloidal bituminous emulsion
with reflective aluminum flakes
Non - fibered. Aluminum pigmented,
asphalt roof coating
Interply mopping and surfacing asphalt
SEBS modified asphalt
Fiberglass reinforced shingle
underlayment
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat tile underlayment.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 4 of 33
Product
Tile -Mate Modified Cap
Tile -Mate Modified Cap
Plus
TopCoat® Surface Seal SB
(Matrix 602 SB Coating)
GAF WeatherCote®
MB +(Matrix 715 MB
Coating)
TopCoat MB +(Matrix 715
MB Coating)
WeatherCoteTM (Matrix
531 WeatherCote®
Elastomeric Flashing
Grade)
Matrix Low VOC
Matrix 101 System Pro SBS
Adhesive
(Ruberoid ®MB) Matrix
201 System Pro SBS
Flashing
(Ruberoid ®MB) Matrix
102 Select SBS Adhesive
(Ruberoid ®MB) Matrix '
202 Select SBS Flashing
Matrix 203 Standard Plastic
Cement
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold Adhesive
Matrix 303 Select Fibered
Aluminum
Matrix 304 Select Non -
Fibered
RUBEROID® Modified
Bitumen Adhesive
Dimensions
1 sq. roll
103 lbs.
1 sq. roll
102 lbs.
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D 5147
ASTM D 5147
ASTM D3019
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D4586
ASTM D3019
ASTM D 2824
ASTM D2824,
Type I
ASTM D 3019
Type III
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlayment.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlayment.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing
Cement
Standard Plastic Asphalt Roofing
Cement Caulk Grade.
Cold Applied Asphalt Adhesive.
Fibered aluminum coating.
Non - fibered. Aluminum pigmented,
asphalt roof coating.
Fiber reinforced, rubberized Adhesive
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 5 of 33
APPROVED INSULATIONS:
Product Name
GAFTEMP Isotherm R, RA, RN &
Composite, EnergyGuard RA
GAFTEMP® Composite A & N
(BMCA)GAFTEMP® Fiberboard
GAFTEMP® Permalite
GAFTEMP GAFCANTTM
GAFTEMP Permalite Recover
Board
GAFTEMP GAFEDGETM Tapered
Edge Strip
(BMCA) GAFTEMP® High
Density Fiberboard
BMCA EnergyGuard, RA
BMCA Composite EnergyGuard,
RA
PYROX
White Line
ACFoam I, II & Composite
ISO 95+
ISO 95+ Composite
EPS
Wood Fiber
High Density Wood Fiberboard
Pelite/Urethane Composite
Perlite Insulation
Dens Deck
E'NRG'Y -2 & ETIRG'Y -2 PLUS,
UltraGard Gold
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
High density wood fiberboard insulation
Polyisocynurate foam insulation
Polyisocynurate /wood fiberboard
composite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate /perlite ridged
insulation
Extruded polystyrene insulation
Wood fiber insulation board
Wood fiber insulation board
Perlite / urethane composite board
insulation
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
. GAF Materials Corp.
BMCA
BMCA
Apache Products Co.
Apache Products Co.
Atlas Energy Products
Firestone Building
Products, Inc.
Firestone Building
Products, Inc.
Generic
Generic
Generic
Generic
generic
G -P Gypsum Corp.
Johns Manville
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 6 of 33
APPROVED INSULATIONS:
Product Name
FiberGlass Roof Insulation
ISORoc
Structodek
Multi -Max & FA
Paroc Base Board
Paroc Cap Board
APPROVED FASTENERS:
Fastener
Number
1. GAFTITE® (Drill -Tec ®)
#12 Standard & #14 Heavy
Duty Roofing Fastener
2. GAFTITE® (Drill -Tec ®)
ASAP
3. GAFTITE® (Drill -Tec ®)
Base Sheet Fastener and
Plate
4. Galvalume Plates (Drill -
Tec® Metal)
5. Polypropylene Plates
(Drill -Tec® Plastic)
6. Dekfast Fasteners #12, #14
& #I5
7. Dekfast Hex Plate
8. Dekfast Lock Plate
9. #12 Roofgrip Fasteners
10. Metal Plate
11. Gearlok Plastic Plate
12. Glasfast Fastener
Product
Name
TABLE 2
Product Description
Glass fiber/Mineral fiber insulation
Polyisocyanurate foam / rockwool
composite insulation
Wood fiber insulation board
Polyisocyanurate roof insulation
Rockwool insulation
TABLE 3
Product
Description
Insulation fastener for
steel, wood & concrete
decks.
Pre - assembled GAFTITE
Fasteners and metal and
plastic plates.
Base sheet fastening
assembly.
Round galvalume stress
plates.
Round polypropylene
stress plates.
Insulation fastener for
wood, steel and concrete
decks
Galvalume hex stress plate.
Polypropylene locking
plate.
Insulation fastener for
wood and steel.
Galvalume stress plate.
Polypropylene round plate
Insulation fastener
assembly with recessed
plastic plate
Dimensions
2 7/8" x
3 '/4"
3" x 3 'V4"
3" round
3" square
3.2"
Manufacturer
(With Current NOA)
Johns Manville
Johns Manville
Masonite.
RMax, Inc.
Partek, Inc.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
3" and 3 /2" GAF Materials Corp.
3" and 3 %" GAF Materials Corp.
Construction Fasteners
Inc
Construction Fasteners
Inc.
Construction Fasteners
Inc.
ITW Buildex Corp.
ITW Buildex Corp.
ITW Buildex Corp.
Johns Manville
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 7 of 33
APPROVED FASTENERS:
Fastener
Number
Dynatech Engineering
Corporation
PRI Asphalt
Technologies, Inc.
IRT of S. FI.
IRT of S. FI.
Product
Name
13. Olympic Fastener #12 &
#14
14. Olympic Fastener ASAP
15. Olympic Polypropylene
16. Olympic G -2
17. Olympic Standard
18. Insul -Fixx Fastener
19. Insul -Fixx S Plate
20. Insul -Fixx P Plate
21. Tru -Fast
22. Tru -Fast Plates
23. Tru -Fast Plates
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research
Corporation
Factory Mutual Research
Corp.
Trinity Engineering
TABLE 3
Product
Description
Insulation fastener
Pre - assembled Insulation
fastener and plate
Polypropylene plastic plate
3.5" round galvalume
AZ55 steel plate
3" round galvalume AZ50
steel plate
Insulation fastener for steel
and wood decks
3" round galvalume AZ50
steel plate
3" round polyethylene
stress plate
Insulation fastener for steel
and wood decks
3" round galvalume AZ55
steel plate
Polyethylene plastic plate
Test Identifier Description
Current Insulation FMRC 1996
Attachment
Requirements
Wind Uplift, FMRC J.I. 1B9A8.AM
4470 - PA 114 J.I. 3D4Q2.AM
Wind Uplift PA 114 4483.04 97 -1
Wind Uplift #3600.02.95 -1
PA 114 #4482.02.95 -1
GAF - 020 -02 -01 ASTM D 4977
02 -005 TAS 114
02 -014 TAS 114
Manufacturer
Dimensions (With Current NOA)
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
3.25" round Olympic Manufacturing
Group, Inc.
3.5" round Olympic Manufacturing
Group, Inc.
3" round Olympic Manufacturing
Group, Inc.
SFS /Stadler
3" round
3" round
3" round
3" round
SFS /Stadler
SFS /Stadler
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
Date
01.01.96
09.04.97
04.30.97
06.06.97
02.02.95
02.01.02
01.18.02
03.22.02
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 8 of 33
Membrane Type:
Deck Type 1:
Deck Description:
System Type E (1):
All General and System Limitations shall apply.
Base sheet:
Fastening Options:
Ply Sheet:
APP /SBS Heat Weld
Wood, Non - insulated New Construction or Reroof
19 or greater plywood or wood plank decks
Base sheet mechanically fastened.
GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below;
GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14
Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c.
at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
(Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or
RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4 ®,
GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's
application instructions.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 29 of 33
Membrane:
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID®
SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat- WeIdTM 170 FR,
RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat- WeIdTM Smooth,
RUBEROID® U1traCladTM SBS and RUBEROID® SBS Heat- We1dTM 25 applied
according to manufacturer's application instructions.
Surfacing: (Optional) Install one of the following:
1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat
of approved asphalt at 60 lb. /sq.
2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF
WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only)
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5
gal. /sq.
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
gal. /sq.
Maximum Design
Pressure: See Fastening Above
,
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 30 of 33
Membrane Type: SBS
Deck Type 1: • Wood, Non - insulated
Deck Description:
Anchor sheet:
Membrane:
Maximum Design
Pressure:
Maximum Slope:
19/ or greater plywood or wood plank
Refer to tile manufacturer's NOA.
System Type E -2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached.
All General and System Limitations shall apply.
Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120
and applicable Building Code.
.,,•.i.ylar, - 1' ,
GAFGLAS® #80 UltimaT"' Base Sheet, RUBEROID® 20 base sheet or Tile -Mate
Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end
lap. Base sheet may be applied at a right angle (90 °) to the slope of the deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the
2" side lap, and two 12" o.c. staggered rows along the center of the sheet.
Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyTM 6
sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20
adhered iri a full mopping of approved asphalt applied within the EVT range and at
a rate of 20 -40 lbs. /sq.
One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS
Heat- WeldTM Granule, RUBEROID® SBS Heat- WeIdTM PLUS, Tile -Mate
Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a
right angle (90 °) to the slope of the deck* adhered in a full mopping of Type IV
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Membrane
shall be backnailed to deck with approved annular ring shank nails and tin caps in
accordance to applicable Building Code. No nails or tin caps shall be exposed
* Membrane may also be installed parallel to the slope of the roof (i.e. strapping).
If membrane is strapped, then anchor sheet and ply sheet must also be strapped.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 31 of 33
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply T "' 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum '/" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall 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 shall
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field- tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
END OF THIS ACCEPTANCE
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 33 of 33
NOTICE OF COMMENCEME
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -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. Lega sc iption of property and street/addr ss: 7� /1 6 q q
! ahem‘ P 33 /3 X
2. Description of improvement
3.Owner(s) name and address: •?
5e �� 9' y s,� y�, . S�� - s , �L 33/3
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name and add ss* P�
( (l c /1) ( 72 5s / / � t t 1 r �d� r!"L 33/?e?
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address*
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided
In Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date Is specifi
Signature of Owner
Print Owner's Name :7;„./
Sworn to and su ribed before me this
Notary Publ
Print Note ' s Name
My commission expires;
123.01 -52 PAGIE.1 6/02
}y,
F
Arwala M backer
t J My Commission DD160o48 •
Swore &A'e November 16, 20ae
02R 2002 DEC 05 12 :36
STATE OF FLORIDA, COUNTY OF DADE
1 HEREBY CERTIFY that this is a true copy of the
I filed in this ofhce on
day of
D
n o 20
Off;e,at Si aI.
CIrcui and County Courts
D,O,
Prepared by 1 kard
Address: l aJ q II
«k Sic et- 33/
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 5 G.2 Time
Type Insp'n 1 4 7 .f
Permit No. )P 200 2)
Name 741644—, ,` y
Address 25 Jig 9 T 5 `
Company
Phone # 34Y 25 i" y pz,
For Inspector: S- / D Name
Approved
Correction
Re- Insp'n Fee ❑
Application is hereby mode for the approyal of the detailed statement u► ire plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date. . t - -- — • '. `` -
Oss -ncr's Dame and Address . 4 ......__ — o.. �? q•—• Street f. .......:_.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Registered Architect and /or Engineer •... Z
Name and address of licensed contractor...1. :t
Location and legal description of lot to be built on:
Lot Block � Subdivision
Street and Number where work is to be done
Building Inspector
i)///,- - ii 7 41 .2.4(6; ./ ' t .
K ,. . 4 . 1.Z. ' 7 : . r(," 1 .4 : . * : - 11 7 jr ; 2 , 6..
State work to be done and purpose of building (by floors) . .».
__..._........ for no other purpose.
New Building Remodeling Addition Repairs No. of SO es ,.
To be constructed of Kin o foundation s,�� l 6P,
oof,� overing... - ' -'...
Estimated Total cost of improvements $ t5� Amount of Permit $s.. % 4C
Zone cubage required Plan Cubage
Distance .to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to..
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such ntracto work to be performed under this
pennit, as are licensed by Miami Shores Village.
Remarks __._..__ (Signed) / '2
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true..
Permit No . Date �
�( Read, Sworn to and Subscribed before me.
Disapproved .... .. 1 �... Date
Notary Public, State of Florida
(Signed)
My Commission Expires . ._...
PLANNING BOARD DATE
Chairman Member ........_
\Icrr,ber 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 froth
the I'lannir.g Huard.
A re- inspection fee of SI.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials anti /or workmanship.
Legal Description
Owner / Lessee / Tenant
Owner's Address
Date 0V/?S` Job Address
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
S(o f fi �l
73-9 /v; 9/ Si
Contracting Co. C f /' (-dur/ tvc / !'c
ear/ 5
SS ##
Estimated Cost(value)
*
® 0
My
ommission Expires:
*
Master Permit # 3/3 08
Phone 751 - WOO
Address 5-Z3 Jr I 44 ,„, , / ?/
Phone 3 S ' � Sub / t y /9702-7n3
actor or Owner- Builder
N if r as to Contractor or Owner- Builder
. E i SM'"'h
r 1 OFFI ^ � � Kt
* : ; •sMykc%nm I . EROii:..: 10-+ 97 **
�: ;, r j BONDED THROUGH
NOTARY °� `a.AIAN Si Oia RVICEr o
Other
Electrical
Engineering
Job Address:
5 f onti4
Base Sheet: 4 tJ
Asphalt:
Contractor / l/a Process No.
APPENDIX 'E'
METRO -DADE UNIFORM BUILDING PERMIT
SECTION II
BUILT -UP APPLICATIONS AND
MODIFIED BITUMEN SYSTEMS
GENERAL:
Type of Roof System Assembly to be Applied: (V! 1; 1 'I of
Manufacturer of Roof System Assembly: 6 S 200 )'-‘; � , Ake
Product Control Approval Number: c) L, : 05 — 3 / p
System Number from Product Control Approval:
INC CQPTF
(Attach £A of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
( Note: If a minimum roof system is to be applied, describe all
components within the system and list the manufacturer of
each component. DO NOT complete this section if system is
Product Control Approved. )
Fasteners: f '/q PS d c. / f e„
-Cis c.- � •
Ply Sheet(s): V
Cap Sheet:
T ry. Lut
( Note: No insulation system is acceptable under the minimum
roof category. )
Complete the following for all Roof System Assemblies:
Built -Up Applications and Modified Bitumen Systems
Page -1
Job Address: Contractor Process No.
(Check one of the following)
Recover Re -roof: ,/ New Construction
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?:
If YES, has an ASTM E907 test been carried out
to confirm adhesion of the existing membrane to
the substrate ?: Y N
(If 'yes', attach ASTM E907 test report. )
Proposed Fastener:
(Attach withdrawal resistance test report. )
Has the deck been examined for moisture ?: Y N
(Provide data confirming compliance with
Section 3401.9(c) . )
THE SYSTEM:
All Roof System Assemblies in the Product Approval have a variety of options. Briefly
describe the Roofing Components to be used in the Roof System Assembly and attach a copy of
the manufacturer's published specification:
Deck:
(Briefly describe )
Insulation:
( Type, size and method of attachment,
if applicable )
Base Sheet or Ply:
( Type and method of attachment )
) ( 4 6
Ply Sheet(s): 1N (4-
4,
7 S`(
i f Co ' / es Jr
( Type and method of attachment )
Built -Up Applications and Modified Bitumen Systems
Page -2
Y N
1✓/
Job Address: Contractor Process No.
Top Ply:
( Type and method of attachment )
Surfacing:
(Type, ifapplicable )
Flashing Materials:
( Type and method of attachment )
Page -3
5 , 10uevi
,0 EOIVe- vc (?
Built -Up Applications and Modified Bitumen Systems
Job Address:
Contractor
Built -Up Applications and Modified Bitumen Systems
Page -4
Process No.
T
T
inches
T
inches
inches
FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE
UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND
INSULATION LAYER(S). (Where Roofing Component not used in
Roof System Assembly, fill in with "N /A ".)
Top Ply: 1141:4
Bonding Material:
Ply Sheet(s):
1 ,
Surfacing:
(i if a)
Bonding Material:
Fastener: - 1 IN f 1 7/j Do )?l
(iif base sheet mech. attached')
Base Sheet:
Bonding Material:
(ij base sheet bonded)
Fastener
(ijtop insulation layer
mech. attached)
Top Insulation Layer.
(il applicable )
Bonding Material:
(if top insulation
layer bonded)
Fastener.
(Ijinsulation
meth. attached)
Insulation:
rt
i A-
q3►0 base
Bonding Material:
insulat bonded)
Vapor Retarder:
(iif applicable)
Primer:
(if applicable)
DECK:
Type: PP 6 T e G
Gage or Thickness: 3 / '
Density. if concrete deck:
Job Address:
Contractor
PERIMETER DETAIL #1: Parapet Wall Detail
Process No.
Coping Cap
Gage:
Fastener -
Spacing: _ o.c.
Clip Type:
Clip Gage:
Vefo'
Deck Type:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Parapet Walls.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
Deck Type:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Areas to be Flashed.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
PERIMETER DETAIL #2: Flashing Detail
Built -Up Applications and Modified Bitumen Systems
Page -5
Job Address:
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gravel
Stop or Drip Edge.
Insert leaders indicating Roofing Components names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
Gravel Stop p Edge
Gage: 1,
Fastener
Spacing: .3 o.c.
Clip Type:
Clip Gage:
1W
Y
Deck Type: / K b T <o
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gutters.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
Gutter Type:
Gutter Gage:
Fastener
Spacing:
n
Deck Type:
Contractor
PERIMETER DETAIL #3: Gravel Stop or Drip Edge
PERIMETER DETAIL #4: Gutter Detail
Built -Up Applications and Modified Bitumen Systems
Page -6
Process No.
Job Address:
Contractor
PERIMETER DETAIL #5: 'Other' Detail
PERIMETER DETAIL #6: 'Other' Detail
Built -Up Applications and Modified Bitumen Systems
Page -7
Process No.
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may exisit.
Insert leaders indicating oofing Component names,
dimensions, thickesses, e c.
Include fastener type an spacing used for wood -
blocking attachment.
30
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may exisit.
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
•
Job Address: Contractor Process No.
Insert Building and Parapet Heights.
(If no Parapet exists. insert "N/A")
Also insert applicable information pertaining
to the building below.
(See ASCE 7 -88 Fact Sheet Attached )
Exposure Category:
Classification Category:
At Hurricane Oceanline ?: Y /14
Basic Wind Speed at
Building Location: 110 mph
Building Condition based on
% of Openings:
GROUND LEVEL
feet
a
feet
BUILDING INFORMATION #1
Built -Up Applications and Modified Bitumen Systems
Page -8
Job Address:
Contractor
Built -Up Applications and Modified Bitumen Systems
Pagc -9
Process No.
Sketch Roof Plan indicating all dimensions, any slopes,
roof drains, crickets, or rooftop equipment. Also insert
variable labeled "a" which indicates perimeter and comer
dimensions per Chapter 23 of the South Florida Building
Code.
(See ASCE 7 -88 Fact Sheet Attached )
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions
Job Address: Contractor Process No.
Reviewed Details ?:
Notes:
-- FOR PLAN EXAMINER USE ONLY --
Roof System Assembly Product Control Approved: Y N
If NO, note any deficiencies:
Design Pressure Requirements:
Field: psf
Perimeter Areas: psf
Corner Areas: psf
Note any limitations:
Built -Up Applications and Modified Bitumen Systems
Page -10
Y N
Job Address: Contractor Process No.
Reviewed Field Test Data ?: Y N
Notes:
Additional Notes:
Built -Up Applications and Modified Bitumen Systems
Page -11
Plan Examiner
METr rV..D"_
GS Roofing Pruducts
5525 Mac Arthur Blvd.
Suite 900 •
Irving Texas
J
PRQPCICT CONTROLNOTICE OF ACCEPTANCE
M ETROPdiY `I{it(S"i'tit'e6:Jg.. rLhi;iDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO-DAM.. FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130.1563
(305) 375-2901
FAX (305) 375 -2908
Your application for Product Approval of GS Roofing Products. Modified Bitumen Membrane Roof System
under Chapter 8 of the Metropolitan Dade County Code Governing the use of Alternate Materials and types of
Construction, and completely described in the plans, specifications and calculations as submittedd by Applied
Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories, Inc. and United
States Testing Laboratories has be recommended for acceptance by the Building Code Compliance Department
to be used in Dade County, Flol ida under the specific and standard condition, set forth herein.
The approval shall be valid for a period of three yc. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for duality control testing. if
prodcut or material fail to perform in the approved manner, the Code Compliance Depal..,,ent may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Dipalmcnt reserves
the right to require testing of this product or material should any atr;emlments to the South Hui Budding Code he
enacted ..; tecting this product or material.
THE EXPENSE OF SUCII TES'I e G WILL BE INCUHRFD BY TUE MANl1FAC 1IAEA.
PRODUCT NC).: (ell 1.Q
ACCEPTA NO.: 9 :
EXPIRES:
. ": 25
NOTE-
THIS IS THE COVERSIIEET. SEE ADDTIONAL I'AGFS FOR SPFC'FIC AND GENERAL
CONDITIONS. •
BUILDING CODE COMMITTEE
This anr)Ilcatiun for Product .Approval has been reviewed by the Metropol" Dade Count:. !inildin!i
Code Comp:.unce Department and approved by the 1.3nilding Code Committee to be u':ed in Dade :ounty,
ft1oric'a under 0, c conditions set forth above.
ADDROVEIl: t1!' 2 C
,„
Gil Uiarnond —P .
- Oduct Control Division
Supervisor
Charles Danger, P.E., Dirt. for
Building Cuue Compliance Department
Metro -Dade County
Membrane Type: SBS
Deck Type 1: Wood, Non - insulated
Deck Description: 19 / 32 " or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Product Control No.:94 0531 - 04
One or more plies of GS FlintGlas ply IV or Ply VI, GS Glas Base, GS Flex -I Glas
Base, Flex -I Glas FR Base or GS Poly SMS base mechanically attached to the
deck as detailed below.
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps
7'/2" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c..
(Optional) See products listed under 'Base Sheet' above.
One ply of Flintlastic FR, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium
GMSadhered to the base sheet with approved mopping asphalt at an application
rate of 25 lb./sq. ± 15 %; or Flintlastic GTS Torch adhered to the base sheet.
Surfacing: (Optional) Install one of the following:
1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping
asphalt at an application rate of 60 lb. /sq..
2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 '/
gal. /sq..
Maximum Design
Pressure: -57 psf.
Maximum Fire
Classification: Class 'A'; see General Limitation 42.
Maximum Slope: 1:12; see General Limitation 43.
Specification No.: GMS 2 -3 / INS -W, FRP /INS -W, GTS 2 -3 / INS -W, FRBC 2 -3 / INS -W
32
Gil Diamond. P.E.
Phone ` O _c ° — Z;Z
Date Tax Folio
Legal Description Historically Designated: Yes (No
,�Owne ssee/Tenet Pall t5 i Z: '� .� Master Permit # • x ,r r % . C
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204
Job Address
Owner's Address
Contracting Co. t : z" J
Qualifier , v , . ) / S
State #
FEES: PERMIT 0
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING
WORK DESCRIPTION: = ( er,lit' t.c i / _ o/ - - 14-- - e / > /Y• 0
Square Ft.
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work 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.
cAA, Lik--11)0
Signa re of owner and/or Cando President ` Date Signature of Contractor or Owner Builder Date
5 C CtS "2„
N- ary as to O + er and/or o reside,
My Commission Expires'
Municipal #
RADON
Mechanical Plumbing
' ('c
SS#
C.C.F l 6 1)
Address 71 1
APPROVED:
Zoning Building d ` _ ' Electrical
( Phone
Competency # Ins. Co.
Estimated Cost (value) d®
Notary as to Contractor or Owner Builder Date
My Commission Expires
NOTARY BOND
TOTAL DUE t ..� .,
Structural Engineer
Contractor's Name –!) o -0y9 / " 3 e) Job Address: - 7‘ - q 9
❑ (Low Slope Application)
❑ (Asphalt/Fiberglass Shingles)
❑ New Roof
Flat Roof Arca (ft Sloped Roof Area (ft Total (ft Master Permit No.
Exposure category (per ASCE 7 -98): Building Classification category (perASCE 7 -98):
FT
FT
ROOF CATEGORY
❑ (Nail -On Tile) ❑ (Mortar -Set Tile)"
• . ❑ (Metal Roofs/Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ Re- roofing ❑ Recovering ] Rcpair ❑ Maintenance
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
DECK TYPE:
FASTENER TYPE:
ATTACHMENT
SPACING
FIELD: PERIMETE11: CO
FLORIDA BUILDING CODE — BUILDING
DETAIL 182
SECTION 1525
HIGH VELOCITY HURRICANE ZONES
UNIFORM PERMIT APPLICATION
NER:
r
r r
r
5.
L_ _
ROCF Furl
r ^�
FIGURE 152E
J
15.37
Contractor's Name' -,1 /'OO ti 4 AC, Job Address: 7S9 /
❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar -Set Tile)*
❑ (Asphalt/Fiberglass Shingles) • • ❑ (Metal Roofs/1Vood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof %"-` ❑ Re- roofing ❑ Recovering �Rcpair 0 Maintenance
Flat Roof Area (ft Sloped Roof Area (ft Total (ft Master Permit
Exposure category (perASCE 7 -98): Building Classification category (perASCE 7 -98):
FT
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
DECK TYPE:
FASTENER TYPE:
ATTACHMENT
SPACING
FIELD: PERIMETER: CO
FLORIDA BUILDING CODE — BUILDING
DETAIL 1&2
SECTION 1525
HIGH VELOCITY HURRICANE ZONES
UNIFORM PERMIT APPLICATION
ROOF CATEGORY
NER:
ROO P<Ar+
r
r
L_
r
FIGURE 152E
J
15.37
Miami Shores Village
10050 NE 2nd Avenue
Contractor
Local Phone:
Parcel # 1132060142020
Signed:
Signed.
Building Permit
Phone: 305 - 795 -2204 Permit Number: BP2002 -845
Printed: 5/2/2002
Applicant: ELIZABETH RYAN
(tamer: RYAN ELIZABETH
Jb$ ADDRESS: 759 NE' 94 ST
Contractor's Address:
Page 1 of 1
Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 23 & I 1112 LOT 24 BLK 67 LOT SIZE
Fees: Description Amount
FEE2002 -2454 Building Permit Application Fee $60.00
FEE2002-2455 Notary Fee $5.00
FEE2002 -2456 CCF $0 60
Total Fees: $65.60
Total Fees: $65.60
Total Receipts: $0.00
Permit Status: Approved Permit Expiration: 10/28/2002 Construction Value: $390.00
Work: REPAIR LEAK ON REAR FLAT ROOF
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.40, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances
pertaining thereto and with the understanding that the wcrk will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the
proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon
which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work
covered hereby whetner shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees.
(INSPECTOR) BY:
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with ail ordinances and regulations pertaining thereto and in strict conformity with the
plans. drawings. statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibiiity for all work done by either myself, my agent,
servants or employes.
(Contractor or Builder) BY
Look for: bine hackgrot,nd on the front of this check. and the intageSaferD logo on back. If not present. do not cash.
—.
PAY
TO THE
ORDER OF
m =a
DALEY ROOFING, INC.
78 N.E. 106TH STREET
MIAMI SHORES, FL 33138
305 - 754-9892
VLILae,C 'w 5,7)
L .
Bank ofAmerica,
ACH N/F 063100277
FOR
11 2611' 1:0630000471: 00 /596 2 19 50 3o
DATE s / /7 /a,
3926
63 -4/630 FL
1035
DOLLARS` 8 m�
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
Lot
❑ PERMIT N? 3942
❑ Work to be performed under this Permi
Address of Value of 1 Amount of
Building ' Project $ " 1 Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed. t . INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac•
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
Bl
DATE i9
Contractor s
License No.
Subdi-
vision
BY AUTHORITY nrsnOT PRINT
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
D a t e p GG J o b A d d r e s s 7 cf /CC q t" NY Tax Folio
Legal Description Historically Designated: Yes No /r
C __e3er6Lessee / Tenant 1 4A'S 7 4 - ,o9 EZ/Z . /Z `f,9
Owner's Address 7s ' 9 9' S-r
Contracting Co. b /2-0a /k/
Qualifier 74 D
State # 6 S0 /9 0 Municipal # Competency #
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN PAVING FENCE SIGN
WORK DESCRIPTION IC.ekt - ' /L4,e 1/420 776E ,//, 9 `O L/' 092 / i ,.L' 13d9//
6 G0-0,O. , 2' AAJO /S' .__ 77 467770 C/ •
Square Ft. Estimated Cost (value / >'.35 °r)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
and/or Condo President Date
3/- .5 e60
- /�
Notary as to er d/or on 17004MILLAII Dater.
My Commission Exp °r2b: C SiZ d N* ' A
FEES: PERM1T
APPROVED:
Zoning
Mechanical
RADON
6//&ho
Signature of ontractor or Owner - Builder Date
C.C.F. / • 0 NOTARY
Master Permit #
Phone 75 O 3
Address 7t ,(4 / % l
SS# Phone 7 9 2
J
Notary Ss to Contractor or Owner - Builder
My Commission Expires:
Ins. Co.
-// N°
Date
Building � fu Electrical
Plumbing Structural Engineer
APPENDIX "F"
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required
roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions
of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus-
try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between
the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
/(1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof-
ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are
not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,
that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance
with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the
existing roof system.)
7 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town-
houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the
occupants of adjacent units of roofing work to be performed.
&7<4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from
below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under-
side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance.
�Je_ Gam- _--- / t mss.
5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond
(accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the
review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof-
ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions
should be corrected.
eV 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build
up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets)
are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC.
Z7e 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur-
al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to
consider venting which can result in extending the service life for the roof.
�� 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding
the above.
Owner's /Agent's Signature
o „, cal; z�6ei6 R
`z SS Nom' 9 c
127.01 12 PAGE2 7/99
Date Contractor's Signature
Contractor's Name:
Ft.
Ft
Deck type:
DETAIL 1 & 2
•Indudez Mortar and Adhesive Set Tile
. Appendix 4E,.
UNIFORM ROOFING PERMIT APPLICATION _.
PROCESS No.
0460 iteetin
ATTAC WMFNT
Fastener Type
SPACING
Field: Perimeter: Corner.
Job Address:
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile)
❑ (Asp balt/Merglass Shingles) ❑ ( Metal RoofsWWood Shingles & Shakes)
ROOF TYPR
❑ New Roof ❑ Re-roofing ❑ Recovering a Repair ❑ Maintenance
ROOF HEIG131 AND SYSTEM DETAILS (Draw details as needed)
Page -I
❑ (Mortar-Set Tile) *
❑ (Other)
Flat Roof Area (f) Sloped Roof Area (f) Total (fe) Master Permit No.
Emposure category (per ASCE 7 -88): Building Classi category (pa ASCE 7-88 table 1):
ROOF PLAN
4.
•
Contractor's Name:
❑ (Low Slope Application)
❑ (Asphalt/Fiberglass o ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE,
❑ New Roof ❑ Re- roofing ❑ Recovering pair ❑Maintenance
Flat Roof Area (f) Sloped Roo[ Area (ft) Total (fe) Master Permit No.
Exposure category (per ASCE 7 -88): Bmilrling C1acation category (per ASCE 748 table 1):
W
Ft.
Ft
Deck type
Fastener
Field:
• Append "
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
*Includes Mortar and Adhesive Set Tile
10/1 //j `` Job Address:
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
ATTACHMENT
SPAC'TNG
Perimeter: Corner.
DETAIL 1 & 2
ROOF CATEGORY •
❑ (Nail -On Tiie) ❑ (Mortar -Se Tie)'`
Page -1
ROOF PLAN
•
•
Date
Type Insp'n
Permit No.
Name /
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
/c.9-cc)
Address Tb'"l / 9 L S �� -
Company ji■atUCCIte,/</
Phone #
For Inspecttor:'
Approved la
Correction
Re- Insp'n Fee
qc);), 1�
Time
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 2— Z t , Time
Type Insp'i
Permit No.
Name
Address 1 31
\ - C
Compa
Phone #
For Inspector:
0a-_ Name & Date
Approve
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date `) - /' - ,2 Time
Type Insp'n ��'� ;VI
Permit No. c
Name
Address
Company
Phone #
7
For Inspector: 5_/g.-3 Name to
Approved
Correction ❑
Re- Insp'n Fee ❑
Date i% Time
Type Insp'n
Permit No B P C C a 0-A
Name
a L�
Address S c '
Compan _ _ �t:/� • / ;
Phone #
For Inspector: ( / /C3 dame & Da
Correction
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
!‹)
Re- Insp'n Fee ❑
3,41
00') y
��