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
Pfoet' GIB
26
IFA.
51
1�tCi� r)
76
2
1
27
1
52
I
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
SITE SPECIFIC INFORMATION
Owner's Name L) F{=' Permit # (3?2aaZ
Job Address 1 2 - 2 ac 5 rt AA t kke. f t E-�Or sS , .
Roofing Contractor: Qu - t Ty R.o o 1 i vd. h
Type of Tile: 'r ►J 15 t t 1 F-0111.0.-4 'G T Date Installed: 1 t g - 62
Approximate Roof Height: 13 feet
Type of Access to Roof: Scaffolds ✓ Ladder Other
Approximate Square Footage of Roof: '30 o v ft2
Required Testing Force: 35 lbs. Testing Equipment Chatillion100
Date Tested it -Zt - OZ.
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TES
THIS RE SU IITTED BY:
Civil Engineer:
Lab Certification # 98- 0608.04
State of FL Certificate Authorization # 4100
Engineering & Testing Lab., Inc. N2 4094
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
P:E.71
U.S. SOUTH
TEST RESULTS
P = PASS, F = FAIL
Roof Pitch: 2- I ° ( Z
tie
KETCH OF ROOF
IIiIIIP__ / %�■
\■■1161/i■U■ EE ■■■■ ►\■■■ ■I�171 U■■
MOM
11111/1111111MMILIMEN•111111111111MINIMI
■■■■ ■sri mrtri► ■mu■mU■■■■■
MA ■IMIE■SE ■C"Z,\i■ MEN
IIIMIELI 1,■■ ■■■■`i■■■111■11■
■\WAri■es 1,91•\0111■■
� 1111111111111iIMIEll 111111111INEMENII
111111111111■N'imii rim um momi►u
r7Lo%i ■11∎i1i�11•E» ; �■i!I
M ;
M■�EINEM \I■ ■i1it�11
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E
(
NOTES' a 56 3 t rj ` j 41 ( " A-1"
t3
JOB
t2.2,z OE 99 57, Del StioP_E5
2 .0F
Q011.-1 4T;/ tjoo,F % N c,
SHEET NO
CONTRACTOR
CHECKED BY
SCALE
Date4/61 Job Address /36 NL 7? ST
Legal Description /�
Owner / Lessee / Tenant fi e Df,t,;/A.. Abp Master Permit # • 7 3`7-i
Owner's Address - ? ' -/c euri !te/e/F F A0./70/ Phone
FL C",,.v6 -
Contracting Co. d2. 1. C. oi,6' s4 . a) 6°e,0/ Address g'4%/ S . 2 'o
Qualifier X+7,1 4eTi/ w. FliW,u/G SS# Phone 37 5' '-:=5K5 -00
State # Arco: 7�8� Municipal # Competency # Ins.Co.
Architect /Engineer /U /4 Address
Bonding Company A... /4 Address
Mortgagor Ql /-- Address
Square Ft.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Permit Type(circle one): BUILDING ELECTRICAL
WORK DESCRIPTION Rya :et /�o2
Co•��',PE 0l1 7'ii-/A1)
— hv�Aa2
Signature of owner and /or Condo President
Date:
Notary as to Owner and /or Condo President
My Commission Expires:
** * * * *
C CU
FEES: PERMIT
APPROVED:
0
7• RADON C.C.F.
Fire
Zoning Buildin
Mechanical Plumbing
Tax Folio
PLUMBING MECHANIC ROOFING �AVING FENCE SIGN
SCoec C.... /7
9"
Estimated Cost(value)
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 APPIDAVIT: I certify that all the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construct ).on and zopin &. Furthermore, I
authorize the above -named contractor to do the work stated.
Sc e9 T7 elc'/�Q ,APe./
Signature of Contractor or\9mer- Builder
Date:
/
Not
My
pi pIDPkat MONTIEL
i. COMMISSION NUMBER
CC401261
COMMIS ION .EXP.
OF f UG. . 1-7 1999 *
NOTARY
s
/3 /S'S'
hGD c 7 ,e &
er- Builder
TOTAL DUE `'', b
* *
•
Other
Electrical
Engineering
s� � ;s ContracCing Go '
{ •, d (� , f ?
Qualifier
Legal Description
Owner, / Lessee '/, TenauL
Date •
FEB 06 '95 10:55AM LFC MAINTENANCE DEPT P.2 /3
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
•` Job Address f etf5 N 997w sr., T ax Polio • ,. •
er' Address _�« -� __,�' ��__, .�
S ; * C 4511 e
Mortgagor
as to Owner and
My Commission Expires:
? PEES: PERMYT
APPROVED:
, rl'°
X11,
5'
_ fi x Lrr,.
Municipal + ,._`
• 3 j ..
. / J�J Ctr' i . s c,
•
tency,
r, r
Ar hite,ct /Engineer • L1 'A;: x _ _ _ , :Address` '
• v f
r - :.
Master Permit
'Ins . :; -4 --
;&:Bonding Company _ _ Address --
r.K,• a> - . ! om -v_ . ry . > -..._, • --.... ...._..,.•L.
a . ,Address
j
•
;Permit Type(circle one) • 4 BUTLOING ELECTRICAL;, PLUMBING' MEL'FJANICAL - 'RO FFIN
, _ c _\.f•.1. kV r..� . i .. -.r
.r < - 4-r-, ' ,----,/, l ---.. !, , • � ..r i {..J ;..- 5.,.../•'y--\ V : "-i,6 4, a rl � • - , N„ a , ��t lw r �.r•
WORK., DESCRIP ` ` QdG N o vi ' W 7 M 4 " C ■ i �iS���' �A l ,i��1 ?e
' . y : a ' ...1' ' `V '
C' .3.4 Nc,eM - x� TlL /�iP? �9�� ;[ �YS7 ri "��9/ i,/�_ _T. .Gv i T r!„ i,/ .7 �Tiicc�
'"l F•'.S 2 - `1,
. ; .d . t ':4 r" , r .: :}. .- ^t..,,. ,� ., +` ! ` .1' - _'t':..' 4 ..'• •., s ., 1 1
Square Pt { . _` l 7'`� d _ .. _. + s .. Estimated Cost value) /y �D Q4.ar, " ., M ,.;
PAYING FENCE
5 . + ` �I !•� H , It
.. 1 zr a ' h " _ ' - ;• •. `°° • r a , . ... � . , S. ;
• �iA R N INC TO OWNER : :. YOU MUST RECORD A . 11OT I CB 'O COMMENCEMENT '' YOUR 'FAILURE OA .
; SO MAY RESULT, * IN YOUR PAYING.-TWICE' FOR :,,IMPROVEMENTS',TO ;+PROPERTY ' "(IF�,YOUx INTENT
• TO''OETAIN ;FINANCING; :,CONSULT WITH YOUR . LEND ER C+R AN A TTORNEY . B EFORE RE YOUF
' � + + r 0 1,+ a� v l5 J7 ! a u 4 . v o $ + t 'u.-i- ,r
S ;r 1 ;- i 6�7 • r f
NOTI O C OMMENCEMENT) b r � / d,�)�1 1 " t 7 2(a -9 t 4.4 r
'' , •a..n,J ; . � '! c ...: rr / _; 1f : s �. ,.Y t t Y "F
Application .s 'hereby ma to obtain, a permit F,to, (if applicable). ,de work and ; `meta " patio f ri',as indicsted abov
on .the attached addendum: . ,.; I�•cerify that
''All work will' ba;�performed'...so meet n th
,standards "of a11 laws regulating: construction in this:. jurisdiction , I understand' that ra
sepate
< p ermits' are required for' ELECTRICAL; PLUMBING SIGNS, POOLS ; 1 and ML'CHANICAL' NOR.K''T
� a: ..k, - .'a � 71 v, .:..R. . .,,.:.)' t '• , , ' ,.... [,a (•
OWNER` APPYDAVIT f ;I . 'certify'tbat ' "a11`the `foregoing a i accurate's d that 'aII wor w •
•
• Is v inforaatio c i sty c `C t
h done in,compliance with alh •plicable' lawsi, regn1a :construct.iori ^and - zoning: ' rFurthermore ;c%.
r e. the' abo _ : d co 'actor` to. do the; work `stated "" �±
Zoning
Signature , of Contractor`; or Owner Builder,
aDate:
I-
Notary as Contractor or' Owner- Builders
MY Commissions Expires: AZ
r' %.14
, Prudential Home Mortgage
February 7, 1995
RE: 1260 N.E. 99th Street
Miami Shores, FL 33138
To Whom It May Concern:
Please be advised that The Prudential Home Mortgage Company, Inc. has an obligation to
preserve and maintain the above referenced property in the event the mortgagor fails to do so.
This letter is to inform you that The Prudential Home Mortgage Company, Inc. has given LFC
Nationwide and Michael Lund, Inc., as acting agents, access to this property to replace the
roof and further that they are our local representative in that area and property manager until
all work is complete.
If you should have any questions, or require further clarification, please feel free to contact
our office at (301)846 -8200.
Your cooperation in this matter is greatly appreciated.
Sincerely,
J nne M. Seils
Director /REO Dept.
State of Maryland:
County of Carroll:
My Commission : Expires: April 1, 1996
The Prudential Home Mortgage Company, Inc.
5325 Spectrum Drive
Frederick, MD 21701
Subscribed and sworn to before me, the undersigned, a Notary Public in and for the State and
County aforesaid, this 7th day of February, 1995.
el ,1.
OR ' SHIPLEY OND 1 N- Notary Public
An Affiliate of The Prudential Insurance Company of America,
doing business as P.H. Mortgage Company, Inc. in Ohio.
01/11/35 11:47
Amount of bond S
6. Lender's name and address:
fknuu e O - net
Print • ! nera Name
Sworn to and st before me INS
Notary Pub
Print Notary's
My Commi331on Expires:
NOTICE OF COMMENCEMENT
PSAMtT N:;. TAX FOLIO NO. � O ! . 0/6c> c�
STATE OF ;LORCCA:
COUNTY OF OAOE.
THE UNOERSIGNEO hereby pees notice that improvements will be tmtade to certain real property, and in accordance with
Chapter 713. Florida Statutes. t'e following information is provided in this NodCe of Commencement.
1 . legal description of properly and street address: 1 2 - ( .D $ WE. 99 rz.t S te. A.-LAA f SU O r-2E S PL
(ti &j- , T oT 4- c 5'o •i moo. - - -7--f •-- S
2. Oesafotion of improvement:
3. Owner(s) tame and address:
14 3 so ,.J�w T cu r.➢o t o� U�Jay .I Wit✓ tZtc_u Nitib • Zt 1
interest in proOeiy. n w fJ E 2 To 2IzeSt= i
Name and address of lee simple tltllhotder: _.'. ‘0 rz Lt r . y 0 n._ a o
s. Contractor's name and address: ^ A moo
-�7 Q t'�L /eo O f=
- / S _ x"57' ,6
3. Surety:(Payment bona required t: y owner from contracCor. if any)
Name and address: N C
Al 0
7_ Persons within the State of rtarias design iced by Owner upon whom notices or other documents may be served as provide:
by Section 713.13(1)4)7_. Florida S :atutes.
Name and address: Aloti
SEPTEM ER 17, 1991
NO.591 P002/004
a. in addition to hemsett. C+v ner des ' tr:e following persort(s) to reeelv4 a Copy of the Lienor's Notice u provided in
Section 713.13(1)(b). Florid t Status+:s.
Name and address: ! ��__
9, Expiration data of 114 Notice of Commencement: (the expiration date is 1 year from the date of recording units a
Different date Ls specified)
Prepared by:
COUN'� OF DADE
STATE OF FLORIDA tapA of the
}fEREBb CERTIFY that this is a fru day o f
orlginalfitod in this o ffice on A.O. 19
hrtf'icial Seal. ,._� on
VIOUIOVIN 4 „IC'ro d r a , ✓
95804794.6 199'5 FEB )6 09:49
.ov fit, -.
Address: ° E c9;'
Job Address: Contractor:
4. The Tile System Assembly:
Job Address:
Project Information (continued):
If the proposed underlayment is sclf - adhered, have you complied
with the venting requirements of Section 2913.3 (b), (c) and (d) of
the South Florida Building Code?
yes no
Are all related accessories approved for use with this tile system
assembly?
Are the proposed edge metal attachment fasteners in compliance
with the requirements of the South Florida Building Code (minimum
12 ga. annular rin: j._nk, corrossion reisistant nails)?
The following information is required to confirm compliance with
Subsections 3403.5(a) and (c) and Section 3404 of the South Florida
Building Code.
Tile:
Note:
Tile Name: iecx' >' 'r 774. E
Manufacturer:
Tile Material:
❑ Clay
` Concrete
❑ Other:
no
no
Product Control Approval Number:
Mortar or Adhesive:
dt--> /
Check one of the following which apply to the proposed tile
securement for use with the proposed tile system assembly:
Mortar or Adhcsivc Set Tile Systems
Page - 2
.
-
Contractor:
❑ Mortar: Manufacturer:
Mixing Ratio:
Adhesive:
❑ Other: Type:
Length:
❑ N/A
Underlavment:
Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment.
Also insert variable labeled "a" which rcprcscnts perimeter and corner dimensions
per Chapter 23 of the South Florida Building Code.
(See ASCE 7 -88 Fact Sheet Attached )
//eA
Ez NA ✓r
(FtEPcACC)
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions
Job Site Identification:
Mortar or Adhesive Set Tile Systems
Page - 7
Type:
Manufacturer:
Process No.
oe" ,7oP
cam .tti.c,
Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12"
and is less than or equal to 7 ":12 "):
Check one of the following which apply to the proposed tile
fasteners (for the first three courses) for use with the proposed tile
system assembly:
Minimum 12 ga. galvanized roofing nail:
Length: c� Z
If
All tiles shall be installed in compliance with the provisions set
forth in the tile system assembly manufacturer's Product Control
Approval and the minimum requirements set forth in Subsections
3403.5(c) and 3404.2 of the South Florida Building Code. Tile
fasteners in the first three courses (if applicible) shall be of
sufficient length to penetrate the sheathing a minimum of 1" or
through the sheathing thickness a minimum of / ", whichever is
less.
The following information is required to confirm compliance with
Section 3403.5(b) of the South Florida Building Code.
Process No.
Job Address:
0 5°s -/eR e" _5
Contractor:
The undersigned certifies that the Mortar or Adhesive Set Tile System
Assembly is in compliance with the plans, specifications, and details
submitted by the architect.
STATE OF FLORIDA - COUNTY OF DADE
Before me this day personally appeared CaAeE7- - Av
who, being first duly sworn, deposes and says that all information submitted
herein is true and correct.
Licensed Contractor / Owner
Signature
Sworn to and subscribed before me this i2 th day of 5_.. „F„ e/,
19f
My commission expires:
/268 A/� 55 3
Job Address:
Il. General
2. IIDocumentatiorm
12301.158
.p
. PUe OFFICIAL NOTARY SEAL
0 ei SANDRA M MOtTIE L
COMMISSION NUMBER
�'q�':• Q CC401261
17. � Q?� rnv coB,i issiopi .EXP.
OF Fl AUG. 17.1998
APPENDIX °E°
METR -DADE UNIFORM BUILDING PERMIT
SECTION II
MORTAR a1R ADHESIVE SET TILE SYSTEMS
The information provided in this Section is required to confirm
Product Control Approval of the proposed tile system assembly;
confirm compliance with the wind load requirements of Chapter 23
of the South Florida Building Code (SFBC); and confirm compliance
with Sections 3403.5 and 3 < 1-, of the South Florida Building Code.
The following documents are required for submission with the
Uniform Building Permit application:
Two (2) copies of the proposed tile system assembly's and
associated roofing component's Product Control
Approval(s).
One (1) copy of the tile system assembly and/or roofing
component(s) manufacturer's published application
instructions and literature.
All documents attached herein, filled out and completed in
full.
3. Project 'Information
Check one of the following:
❑ Ne nstruction
e -Rcoff
Note: Mortar or adhesive set tile systems are not acceptable as recover
applications.
.. — - /3 - 9J
Notary Public
State of Florida
Mortar or Adhesive Set Tile Systems
Page - 8
Contractor: (8 'E AL( A ede4 4'94 Process No.
Note:
Mortar or Adhesive Set Tile Systems
Page - )1
Process No.
Is the deck solid sheathed? (circle `yes' or 'no')
yes no
Deck Type (check one of the followingl:
❑ Nominal '' /A” Plywood (for re -roof only)
❑ Nominal 5 / 8 " Plywood
❑ Wood Plank /
❑ Other (fill in)
Roof Pitch (fill in):
" : 12"
Mortar or adhesive set tile systems shall not be installed at a pitch
greater than 7'/, ":12 ". Mortar or adhesive set tile applied at a
pitch greater than 3 ":12" and less than or equal to 7 ":12" shall
have the first three courses of tile nailed with not less than one
nail per tile. As an alternate, the first three courses of tile may be
applied in mortar over a single layer of minimum 12 ga. wire
mesh with square openings of not less than '/®" which is
mechanically attached to the sheathing with not less than one nail
per 2 ft'.
Circle 'yes' or 'no' for each of the following:
Have you attached two copies of the tile system manufacturer's
Product Control Ap' for the proposed tile system?
no
Have you attached a copy of the tile system assembly and/or
roofing component(s) manufacturer's published, application
instructions and othe rature
no
Is the proposed underlayment approved for use with this tile
system assembly?
no
Job Address:
Job Address:
ineral Surfaced Roll Roofing with: 0 19" overlap
O 6"ov lap
L9 4 overlap
Manufacturer:
❑ Other:
Type:
Manufacturer:
A
Underlavment Fasteners (if applicable):
Other: C7O
T Cd1 .5
Length:
Manufacturer: - I - 7"-y ,0 / -c=
Contractor:
Process No.
Ridge Height: Eave Height: Roof Mean Height
/5 4 feet feilf " feet � � y ° feet
Insert Building Ridge Height, Eave Height and Roof Mean Height.
Also insert applicable information pertaining to the building below.
( See ASCE 7 -88 Fact Sheet Attached )
Exposurc Category:
Classification Category:
At Hurricancc Occanlinc?:
Basic Wind Speed at
Building Location. 110 mph
Building Condition based on
% of openings:
(See Table 9 of ASCE 7-88)
Ground Level
BUILDING INFORMATION #1
Job Site Identification:
Underlavment (continued):
Check all of the following which apply to the proposed underlayment
for use with th proposed tile system assembly:
Check one of the following which apply to the proposed
underlayment attachment:
Minimum 12 ga. electro - galvanized roofing nail with
minimum 32 ga. x 1' / tin cap:
Length:
Manufacturer: 4
Mortar or Adhcsivc Set Tile Systems
Page - 6
Contractor: Process No.
Mortar or Adhcsivc Set Tile Systems
Page -3
Spacing (per tile system assembly Product Control Approval):
Field: 9 " o.c.
Laps: " o.c.
ASTM #30 asphalt saturated felt with: 0 19" overlap
O 6" overlap 5. Related Accessories:
4" overlap
Manufacturer: i i C- -/) Edge Metal (refer to Section 3408.2 of the South Florida Building
Code):
❑ ASTM #15 asphalt saturated felt with: 0 19" overlap
O 6" overlap Type:
❑ 4" overlap
Manufacturer: Dimensions:
3
Gauge or Thickness: e / i 4
Finish: �4 c_ u AV
Note: All edge metal shall be nailed on the flange and nailed or clipped
at the face in compliance with the provisions set forth in Dade
County Protocol PA 111, marked Appendix 'U' in the South
Florida Building Code.
Adhesives (check one of the following):
old Adhesive:
❑ Flashing Cement:
Type: 4,A -?zs5 P4,077( eoer
Manufacturer: - r ,' ec, • c?€o-tZ R-77
Type:
Manufacturer:
Job Address: Contractor:
Note: Application of adhesives shall be in compliance with the Roofing
Component Product Control Approval and the minimum
requirements set forth in Subsection 3403.5(e)(4)(cc) of the South
Florida Building Code.
Note: If underlayment is comprised of a self - adhered membrane, both soffit
and ridge ventilation systems are required, unless a base sheet is
applied as an anchor sheet below the self - adhered underlayment.
Note: The Tile System Assembly shall be installed on strict compliance
with the application instructions enumerated in the Product
Control Approval. A permit shall be issued for application of the
specified Tile System Assembly only. Any change to the specified
Tile System Assembly shall require submission of a revised
SECTION II with a copy of SECTION I, noting the permit
number issued.
Job Address:
Adhesives (continued):
Ventilation System (check one or more of the following1:
The following information is required to confirm compliance with
Subsection 3401.4(e) of the South Florida Building Code.
O Ridge: Type
Soffit: Type
Size in
to
Size i n 2
Mortar or Adhesive Set Tile Systems
Page - 4
Contractor:
DETAIL #1
Job Site Identification:
Mortar or Adhesive Set Tile Systems
Page - 5
Additional Notes:
Process No.
Process No.
Ridge Venting:
( (/applicable
P/4
Deck:
Type: �C1L'i .'✓
Thickness: / 4
Underlayment: 3ov'" /seqF
/ Underlayment 4
Fastener 4 .1 1/4
i e-A t7a'/
/sA / /Ti,u 4
12"
FILL IN APPLICABLE. ROOFING COMPONENTS WIIICII MAKE UI'
TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS
INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN
ON THIS PAGE. (Where Roofing Component not uscd in Tile Systcm
Assembly, fill in with "N /A ". )
Head Lap Dimension:
(minimum 7' unless otherwise specified
in the life symm assembly Product Control
APProv'aO
Mortar /Adhesive: 1' C —777
Tile: 7 �) r,,4 ,,4 J 9
J 441'
� 4 e"
Tile Fastener: t C C J� rr
A/A e L
Edge Metal or Gutter
Fastener: / dl dedr,vetst4„d
Bird Stop:
applicable)
Edge Metal d/
or Gutter:
iLi�s4t/ i /1
Existing or Proposed
Soffit Venting: .3
^i4_® — iw
MEMO DADE MET►101'OLITAN DADE COUNTY. FLORIDA
METfO•DADE FLAGIER BUILDING.
Monier Roof Tile _
1900 Northwest 21st Avenue
Fort Lauderdale, FL 331 1 1
Your application for Product Approval of Monier toof Tile Mortar or Adhesive Set Concrete "Bermuda MCI
Roofing under Chapter 8 of the Metropolitan Dadc 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, Inc. has
been recommended for acceptance by the Building Code Compliance Department to be used in Dade County,
Florida under the specific and standard conditions set forth herein.
'Ilse approval shall be valid for a period of three years. The Building Code Compliance Departinent reserves the
right to secure a product or material at any time for a jnbsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Codc Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Codc be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.: 94- 1221.08
EXPIRES:
APPROVED:
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAOLER BUILDING
• 140 WEST FLAMER STREET
MIAMI, FLORIDA 03130.1503
PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305 06 375.2009
DEC 271997
Dix 21 1994
Raul Rodriguez
Product Control Division
Supervisor
- PLEASE NOTE -
TIIIS IS TIIE COVERSIIEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL
CONDITIONS.
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc
Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida
the conditions sct forth above. — ^
Charle4anger, P.E., Direct
Building • Code Compliance Department
Metropolitan Dade County
Applicant:
Monier Roof Tile
1900 Northwest 21st Avenue
Fort Lauderdale, FL 33111
Category: Prepared Roofing
Sub Category: Tile
Type: Mortar Set/Adhesive Set
Sub -Type: Concrete
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
System Description
Product Control No.: 94- 1221MR
Approval Date: CE 2 7 19 9 4
Expiration Date: EEC . 2 7 19 9 7
Monier Roof Tile is a member of the Rcdland Group, a world wide producer of primary building
products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set
applications in plants throughout the United States ranging from Washington State to Florida. All tile is
manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic
oxides, and blended abgregates. This Product Control Approval relates to Monier's "Bermuda Flat" tile
profile. Refer to appropriate Product ControLApprovals for other tile profiles.
Monier sells tile systems through local distribution and directly to consumers. All profiles have
matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such
as underlayment, ventilation systems and flashing systems are also available. These accessories are
manufactured for all profiles and form a part of this Product Control Approval.
Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building
Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for
Monier's "Bermuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". Sec the "Profile Drawing" section
in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has
been tested for both wind characteristics and static uplift performance, therefore, any consideration for
installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in
Tables 1 through 3 of this approval.
Contact:
Reese 11. Moody
Technical Service Accessories Manager
1900 NW. 2I st Avenue
Ft. Lauderdale, FL 33311
(800) 432-2715
Raul Rod
0,
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY'APPLICANT
Test Product
Product D(mensI9 a Specifications Description
Bermuda Flat Flat 10 15" PA 112 Flat, interlocking, extruded concrete
Tile w a 10' /," roof Tile equipped with two nails holes.
1 h" thick For mortar set or adhesive set
applications.
Trim Pieces
— 1 a varies
w a varies
varying thickness
PA 112 Accessory trim, concrete roof pieces
for use at hips, rakes, ridges and valley
terminations. Manufactured for each
tile profile.
Raul Rodriguez
Product Control No.: 9,1-1221.08
Product
1130 Felt
1143 Coaled Base
Sheet
Mineral Surface Cap
Sheet
Dimensions
N/A
N/A
N/A
Lenzingtex -ZB 140 59" x 164' roll
Underlayment 22 Ibs/roll
Rainproof I1
Ice and Water Shield 36" x 75' roll
Mopping Asphalt
Flashing Cement
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
N/A
N/A
to
Test
Specifications
ASTM D 226
type 11
ASTM D 2626
ASTM D 249
ASTM D 312
type 111 or IV
ASTM D 4586
PA 104
PA 104
PA 103
Product Control No.: 94- 1221.011
Product
Description
Saturated organic felt
to be used as a nailed
anchor sheet.
Saturated and coated
organic base sheet for
single or double ply
underlayment.
Mineral surfaced
asphalt roll roofing
for use as a top ply itt
a double ply
underlayment system.
Single ply, nail -on
underlayment.
Single ply, nail -on
underlayment with 2"
self - adhering top
edge.
Self- adhering
underlayment for use
as a top ply in a two
ply underlayment
system with approved
1130 or 1143 as the base
layer.
Asphalt for bonding a
mineral surface cap to
a mech. attached base
sleet in a double ply
underlayment system.
Cut back, asphalt
based, asbestos free,
Cb krcinforced,
trowdl rade cement
for repak and flashing
applications.
Manufacturer
generic
generic
generic
Lenzing
Performance, Inc.
PCA 1194 -0527.05
Protect -O- Wrap, Inc.
PCA 1194 - 0714.01
W.R. Grace Co.
PCA 1192- 1116.01
generic
generic
Test Product
Product Dimensions Specifications Description Manufacturer
Asphalt Primer N /A\ ASTM D'41 Cut back, asphalt generic
1, based coating used to
la facilitate bonding of
dissimilar materials.
Roofing Nails
Tin Caps
Tile Nails
Valley flashing
min. 12 ga. with
'/," head
min. 32 ga.
min. 1 o.d.
max. 2" o.d.
min. 8d x 2'h" or
min. l0d x 3"
min. 26 ga:
min. 16" width
PA 114
Appendix E
PA 114
Appendix E
PA 114
Appendix C
Roof Tile Mortar N/A 1'A 123 Prepared mortar mix Bermuda Roof
("TileTitcT" ") designed for mortar Company, Inc.
sct roof tile PCA 1194 - 0614.01
applications.
Roof Tile Mortar N/A PA 123 Prepared mortar mix Quikrete Constructio
( "Quikrete® Roof designed for mortar Products
Tile Mortar 1/1140") set roof tile PCA 1194- 0808.01
applications.
Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co.
( "BONSAL® Roof designed for mortar PCA 1194- 0628.03
Tile Mortar Mix ") set roof tilt
applications.
Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products,
(Polypro® AI-1160) for use in roof tile Inc.
applications. PCA11I4- 0401.01
ASTM A 525
Raul Rodriguez
Annular ring shank,
hot dipped, cicctro or
mechanically gals.
roofing nails for use
in undcrlayment
attachment.
Corrosion resistant
circular disc for use in
undcrlayment
attachment
Corrosion resistant,
screw or smooth
shank nails for
additional tile
attachment at cave tilt
courses.
Galvanized steel
valid), flashing
Product Control No.: 94- 1221.08
generic
generic
generic
generic
Test Product
Product Dimensions ,Specifications Description Manufacturer
Drip Edge min. 26 ga. PA 11 I Galvanized steel drip generic
min. 2" face flange edge
min. 2" deck flange
5
it, 11 Rodriuuez
Product Control No.: 94 -1 721 _08
TEST REPORTS,
1.:•" t3
Test Aunty '\ Test identifier Test Nome/Report Dile
The Center for Applied \ 94 -084 Static Uplift Testing May 1994
Engineering, Inc. 1 •• PA 101
(Mortar Set)
The Center for Applied 94 -060A Static Uplift Testing March, 1994
Enigneering, Inc. PA 101
(Adhesive Set)
Redland Technologies P0631 -0I Wind Tunnel Testing July 1994
PA I08
(Mortar Set)
Professional Service 224 -47099 Physical Properties Sept, 1994
Industries, Inc. PA 112
ti
Raul Rodriguez
Product Control No.: • Q4- 1221.08
Roofing Tite:
SYSTEMS
Deck Type: Wood, Non - insulated
Deck Description: New construction 19 / 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.
Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade
County Protocol PA 120, in compliance with Section 3.02 of PA 120. See
System Limitation 116.
Install tile in compliance with PA 120 using one of the approved mortars or
adhesives noted in this approval. Mortar or adhesive shall be applied in
compliance with the mortar manufacturer's Roofing Component Product
Control Approval. The mortar or adhesive attachment shall provide sufficient
attachment resistance expressed as a moment to meet or exceed the required
moment of resistance determined in compliance with PA 115 or PA '127. The
mortar and adhesive attachment data is noted in Table 3, attached.
Comments: I. For rc -roof applications, " / „” plywood is an acceptable substrate.
2. For mortar set applications, the first three courses of tile shall be nailed with
not Tess than one nail per tile. As an alternate, the first three courses of tile
shall be applied in mortar over a single layer of minimum 12 ga. wire mesh
with square openings of not less than' /," which is mechanically attached to the
deck with not less than one roofing nail every I fe. For roof pitches from
6 " :12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth
course, shall be nailed with not less than one nail per tile.
7
Product Control No.: 94- 1221.08
Raul Rodriguez
SYSTEM LIMITATIONS
Product Control No.: 94- 1221.08
•
1. The standard minimum roo£ pitch for Monier "Bermuda plat" mortar set or adhesive set tile
applications is 2" rise in 12" nun (2 ":12 "). The maximum roof pitch for mortar set or adhesive set
tile applications is 7" rise in 12" lrun ":12 ").
2. Monier's "Bermuda Flat" tile profile has not been tested for nail -on applications, therefore,
System A (Counter - Batten Nail -On Application), System 13 (Direct Deck Nail -On Application) and
System C (Horizontal Batten Nail -On Application) do not form part of this approval.
3. System installation shall be in compliance with the system specifications outlined in this Product
Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or
tilt adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The
method of attachment utilized shall provide sufficient attachment resistance expressed as a moment
to meet or exceed the required moment of resistance determined in compliance with Dade County
Protocol PA 115 or PA 127.
4. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail
per tile. As an alternate, the first three courses of tile shall be applied in mortar or adhesive over a
single layer of minimum 12 ga. wire mesh with square openings of not Icss than )/," which is
mechanically attached to the deck with not less than one roofing nail every I ft'. For roof pitches
from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be
nailed with not less than one nail per tile.
5. For mortar set or adhesive set tile applications, a field static uplift test by a Dadc County
accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not
less than 30 days after application to confirm tile adhesion. The results of this testing shall be
reported to the Building Official and the installer stating that the application has passed or failed PA
106 testing. If the application fails PA 106 testing, the report shall state which portion of the test
was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent
to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area
(i.e. ridge/rake) tile with approved tilt adhesive. The installer shall place an identifiable marking on
each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile.
6. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be
installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material
manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in
compliance with Appendix 'A' of Dade County Protocol PA 120.
7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
8. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static
uplift performance, therefore, attachment calculations for installation in compliance with Dadc
County Protocol PA 115 or PA 127 shall be done as a'Momcnt'.Based System'
Raul Rodriguez
SYSTEM LIMITATIONS
(CONTINUED) ,
9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of Monier Roof Tile'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.
10. 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'.
11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South
Florida Building Bode.
Raul Rodriguez
Product Control No.: 94- 1221.08
Table 4: Attachment Resistance Expressed as a Moment - M, (it -Ibf)
• from PA 101 Testing
Tile
Profile
Tile
Application
Attachment
Resistance •
Monier Bermuda Flat Flat Tile
Mortar Set
39.00
Adhesive Set
118.90
Table 2: Restoring Moments due to Gravity - M (ft-lbf)
from PA 101 Testing
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Monier Mission
Barrel Tile
5.20
5.12
5.01
4.89
' N/A
DATA FOR ATTACIIMENT
CALCULATIONS
Raul Rodriguez
Product Control No.: .94- 1221,08
Table 1: Aerodynamic Multipliers - A (ft')
from PA 108 Testing
Tile
Profile
X (ft')
Batten Application
X (ft')
Direct Deck Application
Bermuda Flat Flat Tile
, ♦
N/A
0.24
..
DATA FOR ATTACIIMENT
CALCULATIONS
Raul Rodriguez
Product Control No.: .94- 1221,08
MONIER ROOF TILE
„0=t a itt
ant u�o
�.5
PROFILE DRAWING
BERMUDA FLAT FLAT TILE
Raul Rodriguez.
Product Control No.: 44- 1221.0R
This approval supersedes all previous approvals.
METROPOLITAN DADE COUNTY, FLORIDA
METRO•DADE FLAGLEII BUILDING.
DUILDINQ CODE COMPLIANCE DEPARTMENT
SUITE IG03
METRO -DADE FLAMER BUILDING
140 WEST FLAULER STREET
NOTICF OF ACCEPTANCE: STANDARD CONDITIONS. MIAMI, FLORIDA satao•ISea
• pm 376.2901
FAX (305) 375.2008
Extensions of Acceptance may be considered after a new application has been filed and the supporting
data, lest reports no older than ten (10) years, have been re- evaluated.
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of
Florida.
2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically
be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds
for re- evaluation.
4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. .
5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the
expiration date may 6e displayed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
6. Product approval drawings, where required for perntit applications, shall be provided to the applicant by
the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need
not be re- sealed by an engineer.
7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval.
LRa Rodriguez
Product Control Division
Supervisor
it MONIER ROOF TILE
Installation Specifications
These specifications are designed as a manageable
guide to he used by roofing contractors. installers
and code officials. Architectural format
specifications arc available upon request for the
requirements of specific projects.
Requirements of building code(s) applicable to the
area of installation may differ from the information
herein and should take precedence over these
specifications.
(Please contact Monier's Customer Service
Department for the Installation Guide showing
recommended drawings and detail for tilt and
felt application.)
MATERIALS
Tiles
FLAT BERMUDA
SHINGLE TILE
1. Flat Bermuda Shingle - Portland cement
color- through concrete tile manufactured by
Monier Roof Tile.
2. Tile fixtures • Hip, ridge, half and full starters and
finishers.
3. Surface finish • Smooth or broomswept.
4. Approximate weight - 7.0Ibs. each. 840 lbs. per
square (2" headlap) - not including mortar when
installed.
S. Tile meet or exceed all waterproof requirements
for absorption and permeability as wen as break
strength and freeze thaw requirements.
Underlayments
Note; Minimum underlayment recommendations
are listed below. Check with local codes for local
requirements.
'two -ply system.
1. Organic Type 11 Commonly called (No. 30) or
(30#) asphalt felt, and 74# mineral surface roll
rooting felt commonly called 90*.
Membranes
1. Organic • Asphalt impregnated cotton membrane,
min. 3" wtuc. Conforming to ASTM 1)-173.
2. Inorganic - Asphalt impregnated fiberglass
membrane, min. r wide. Conforming io ASTM
D -1668.
Nails
1. For tiles, tile futures, hurricane clips and hip
nailers•- corrosion resistant min. hot dipped
galvanized or approval equal.
2. For standard roof deck (felt and flashings) -•min.
3/4" galvanized roofing nails.
Metal Flashings
Min, 26 gauge galvanized G -90 coated, corrosion
resistant conforming to ASTM A -525 and A -90
or approved equal.
Mortar, Coloring Compound
For the purpose of bedding field tilt, hip, ridge.
rake and for pointing valley areas, wall bases and
roof protrusions.
A. Components.
1. Blended high strength masonry cement-Pipe M
conforming to ASTM C -91.
2. Portland cement -Type I, conforming to ASTM
C -150.
3. Masonry cement - Type M, conforming to
ASl'M C -91.
4. Sand - uniformly graded, clean and free from
organic materials, conforming to ASTM C -144.
I3, Mixes -Type 'M' mortar, conforming to ASTM
C -270 (2.1/4 to 1 sand /cement ratio).
1. Blend high strength masonry cement with sand
until desired mix ratio is achieved.
- -OR-
2. Blend equal portions of Portland and masonry
cements, with sand until desired mix ratio is
achieved.
C. Integral color -fast synthetic oxides to match tile
color.
Eave Closure
NOTE: Pre. manufactured thickbutt rile is mast
commonly used as an cave closure with Flat
Bermuda Shingle tile.
1. "fbickhutt tile - Manufactured tile with 1.1/2"
thickness to the cave edge of the tile.
2. Prefabricated EDPM synthetic rubber con-
forming to AS'tl t C -1056.
3.Metal • Min. 26 gauge galvanized G -90 coated,
corrosion resistant conforming to AS ITT A -525
and A -90 or approved equal.
4. Mortar for u.sc with mineral surface roll roofing
felt only (color optional).
Adhesive /Sealant/Coating
I. Asphalt plastic roof cement - nonrunning, heavy
body material composed of asphalt and other
mineral ingredients conforming to ASTM C -2822,
Type If.
2. Cold process liquid roof coating conforming to
ASTM D -3019, Type IT
.3. Stntcturat bonding adhesive conforming to
ASTM C -557 or fD -3498.
4. Hot steep asphalt conforming to ASTM D.312.
5. Acrylic sealer for pointing exposed mortar
(optional).
Lumber
t, Sheathing - material to conform to A PA min.
standards for min. 1/2' plywood.
2. Wood naiters • pressure treated in accordance
with total code requirements.
Felt
System 3 • livo -ply sealed system
(commonly called 30/90).
I. Cover roof deck with min. type 30 saturated
roofing felt. Secure using tin -tags or cap nails
max. 12" O.C. in field and along headtaps (local
codes prevail).
2. Lap each course min. 2" and end joints 4'. Lap
hip and ridge niin. 6' and weave felt through
valley areas.
3. Nail or staple drip edge metal directly on top of
type 30 felt. Fasten max. 6" O.C. within 1/2' of
inside edge. Continue up gable ends tapping
joints min. 3'.
4. Install standard roll flashing min. 16' wide down
center of valley areas. Nail within 1' of metal
edges max, 6'0.C. Lap joints min. 6" and extend
beyond fascia as required.
5 Install 'L type metal flush to base of walls and
roof deck over type 30 felt. Nail 6' U.C. lapping
joints min. 4' and apply plastic roof cement
between laps. Seal along top edge of vertical
flange, covering_ all nail penetrations with plastic
roof cement and mcmbranc. (flashing at apron
of wall /chimney may be installed after type 74
mineral surface felt (90 Ib. felt)).
6. Apply plastic roof cement around base of pipes.
turbines, vents, etc. prior to nailing and sealing
unit base flashing to roofing felt.
7. Cover type 30 felt and metal (lashings with min.
type 74 mineral surface roll roofing felt
(commonly called 90 Ib. felt) in hot asphalt or
approved equal so that no felt touches felt,
tlacknail using tin -tags or cap nails max. 12" O.C.
R. , Lap each comic min. 2 ". Lap end joints and hip
and ridge min. t:'. Weave felt through valley areas.
TILE APPLICKL',ON
Mottar-set ir.sta(,la n
(recommended for min. code required roof pitch and
greater) It is not recommended in areas subject to
freeze/thaw.
I. Roof shall be clean, smooth and dry.
2. Avoid slacking tiles on roof which could endanger
stability of structure; distribute stacks uniformly.
3. Layout roof using horizontal chalk lines
parallel to cave line 10 guide tile installation.
Mark at 14' increments maintaining a tile headlap
of 2'. Exposed lengths of installed tiles should not
exceed 1 /4' beyond average.
4. Install thickbutt tilt along cave Tine overhanging
roof edge usini, gulding lip provided. Starting at
tower left corner (facing down roof) set tiles in min.
10' length mason trowel full of type 'M' mortar
placed vertically under right side of tile (with point
of trowel facing up roof - recommended not
mandatoty). Position mortar from head of tile in
previous course towards heod of tile being set to
facilitate proper bedding. Set tilt in stepped course
or vertical fashion maintaining consistent headlap.
Cut/break the to form straight edge at center of
hip /ridge or to mcct wood Hailers. Saw cut tilt at
finishing gable to avoid application of mortar to
exposed roof areas. Use halt and full starter with
finishing tiles as needed.
S. Nailing requirements in addition to mortar (local
codes prevail) - a) For roof pitches 412 up to but
not including 6:12 and elevations up to 55 ft. fasten
each tile in cave course with one 8(1 min. HDG
nail. Seal nail penetrations with plastic roof
cement. b) For pitches 6:12 through 7:12 and
elevations up to 55 ft. fasten each tile in cave
course and every third tile in every fifth course
with one 8d min. NDC nail. c) For pitches greater
than 7:12 and elevations up to 55 Ft. fasten every
tile with one 8d min. HDG nail. d) For all roof
pitches at elevations greater than 55 ft. fasten every
tile with two 8d min. 4IDG nails.
6. Valleys • Select closed or open valley.
a. Closed valley • Miter tile to meet at center of
valley.
Open valleys - 1) Chalk parallel lines min. 2" on
both sides of valley center. Place mortar beds along
outside edge of lines and miter tile to form straight
border along lines. Point voids to flush finish.
—OR -
-
1) Place min. one 2x4 board on edge down valley
center and apply continuous bed of mortar along
edge of board. Cut/break and set the min, 1' to
max. 4" from board. Line of mortar to be
consistent throughout valley. Smooth and form
mortar to match tilt contours. 2) Separate hoard
after initial set by sliding trowel along both edges.
Remove board and point to finish (lightly sweep
with brush or broom to match broomswept finish
tile).
7. Hip and Ridge Nailers - Secure with corrosion
resistant nails on steep roof pitches of sufficient
length to penetrate decking min. 3/4•. Install each
tile using one tad min. 1100 nail driven into nailer
in addition to mortar.
8. Hip and Ridge Tile - Set over field tile in con-
tinuous edge bedding of mortar lapping each tile
min. 1 ". Point and finish to match tile surface.
9. Wall Abutments - Cut/break tite to fit adjacent
to wall base. Place mortar along base of wall to
fill small voids between tile and wall and to provide
consistent line along wall. Point to match tile
contour.
10. Roof Protrusions - Cut tile to accommodate all
roof penetrations and fill all voids with monar.
Point to match tile surface.
11. Acrylic Sealer (optional) • Apply to exposed
mortar as required.
12. Tile Replacement: a) Pull removal - break out
damaged tile and existing mortar. Repair
underlayment if necessary. Set replacement tile in
new mortar bed. Prohibit any roof traffic for min.
72 hours. b) Tile removal only (small areas only) .
break out damaged roof tilt and brush clean
existing mortar bed. Apply min. one sq. inch of
approved adhesive onto existing bed. Immediately
set replacement tile in place. c) Individual loose
tile - elevate loose tile and apply min. IT wide
bead of approved adhesive on head of tile in course
below. Immediately set loose tile down into
adhesive.
13. Roof Trafficking . When absolutely necessary to
traverse Hoof after setting time, walk on the tile
headlap (overlap) in a horizontal or diagonal
fashion. Refrain from vertical movement where
possible.
CO 1992 Mosher Roof Tile, Inc.
Job Address:
Contractor
Process No.
inches
1
inches
1
T
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 ".)
1
Surfacing:
((plyc
a
Top Pl errs .4100, Fi�lJ
ei 7-40,4 `.ci
Bonding Material: 71eI
Ply Sheet(s):
Bonding Material:
F
(lfbase shoet meth attached )
Base Sheet: G`GA3$ & %C s/%ZG
Primer.
( if applicable)
Bonding Material:
(if base sheet bonded)
Fastener:
(if top inmlatton layer
mech. attached)
Top Insulation Layer:
(( applicable )
Bonding Material:
• (if top Insulation
layer bonded)
Fastener.
(if insulation
mech. attached)
Insulation:
Bonding Material:
(lpinsulation bonded)
Vapor Retarder
((applicable )
DECK: /l�. /�
Type: I v d 0 n
Gage or Thickness:
Density, if concrete deck:
Built -Up Applications and Modified Bitumen Systems
Page -4
Job Address:
— FOR PLAN EXAMINER USE ONLY —
Roof System Assembly Product Control Approved: Y N Top Ply: o40/ A '/�W 8/
(Type and method oj attachment )
If NO, note any deficiencies:
Design Pressure Requirements:
Field: psf
Perimeter Areas: psf
Corner Areas: psf
Note any limitations:
Reviewed Details ?:
Notes:
Contractor Process No.
Y N
]Built -Up Applications and Modified Bitumen Systems
Page -10 Built -Up Applications and Modified ]Bitumen Systems
Page-3
Job Address: Contractor PCZ- Process No.
Surfacing:
(Type, if applicable )
Flashing Materials:
(Type and method of attachment )
(>--1 d f / e0
�`- YP�,22Z A9
Co Gig
3 " )e 3 /' Vied oap•e L
)
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 ?: ¥
Basic Wind Speed at
Building Location: 110 mph
Building Condition based on
% of Openings:
GROUND LEVEL
/ v feet
�i // feet
BUILDING INFORMATION #1
Built -Up Applications and Modified Bitumen Systems
Page -8
1
Job Address:
Contractor
PERIMETER DETAIL #1: Parapet Wall Detail
Coping Cap
Gage:
Fastener
Spacing: _ o.c.
Clip Type:
Clip Gage:
Deck Type: 14-."ca Q
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: Ltia ®,O
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.
SEE
6°GlANt� t •
U � l O 5 / � � '
C.—% a •
PERIMETER DETAIL #2: Flashing Detail
Built -Up Applications and Modified Bitumen Systems
Page -5
Process No.
Job Address:
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.
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.
3 3
- .Gsavel.46 p Edge
Gage:
Fastener 11
Spacing: o.c.
Clip Type:
Clip Gage:
Deck Type: (AJ
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:
aila=r
Deck Type:
Job Address:
Contractor Process No.
PERIMETER DETAIL. #5: 'Other' Detail
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.
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.
PERIMETER DETAIL #6: 'Other' Detail
Built -Up Applications and Modified Bitumen Systems
Page-7
Job Address: Contractor Process No. Job Address: Contractor Process No.
( Check "one of the following )
Recover Re -roof: l/ New Construction
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?:
Y N
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.) Additional Notes:
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: toa ® /<
( Briefly describe )
Base Sheet or Ply: G'c,9.s &' g -
(Type and method of attachment)
Ply Sheet(s):
( Type and method of attachment )
Built -Up Applications and Modified Bitumen Systems
Page -2
Insulation:
( Type, size and method of attachment,
if applicable )
3 J
Reviewed Field Test Data ?:
Notes:
Built -Up Applications and Modified Bitumen Systems
Page -11
Y N
Plan Examiner
Fe_e/4ai.0 4wie;F'II'S 5' 61,
��'�we #94.c M &c
Job Address: 'aA Contractor Process No.
123.01 -166 9/94
Base Sheet:
Fasteners:
Ply Sheet(s):
Cap Sheet:
Asphalt:
APPENDRXi °E°
METRO- IDAIDE UNIFORIVI !: UIL DING PERMIT
SECTION El
UIILT -UP A `" PLICATI NS AND
MODIFIED ►::ITUIN SYSTEMS
GENERAL:
Type of Roof System Assembly to be Applied: e'loDi, -/E.0 e3/rc.
Manufacturer of Roof System Assembly: 6' S P ,acpc i 5
Product Control Approval Number: / : 053/.
System Number from Product Control Approval: S'YS7 ' "'
5 G�5° -0 -3
(Attach a copy 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. )
( 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 -!
BUILDING
ELECTRICAL 1 PERMIT IT?
PLUMBING n
ROOFING [1,1 t
Owner of
Building
Architect
Contractor
or Builder
Legal
Descrip`kion
Address of
Building
Lot k..S. ' f 7 `#_it Jrfy
4 ' * i
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
Bl.
11700
, Work to be performed under this Permit
is
Subdi-
vision Y-4?
-
u
This permit is granted to the contractor under named above tok construct the building or to install the equipment or device described in the application
herefor in strict . Compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be . revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees. V
Signed ____! BY
1 INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all dtdinances 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 responsibility for all work done by myself, my agent, servant or employee.
Value of
Project $
DATE
Contractor's
License No
it
Lie
Amt. of
Permit $
1
AUTHORITY
195
�1
N9 1382
Owner, Agent or Tenant. f Building
Lot A q k) Blo g Subdivision 9, ---..-
Street Address
Approved use by occupancy
CERTIFICATE OF OCCUPANCY
MIAMI SHORES VILLAGE, FLORIDA
BUILDING DIVISION
Miami Shores Village, Fla ,
. 9 4.
Remarks.
This Certificate of Occupancy is issued to the above named (� -►- ti
for building at above named location only upon the express provision that the applicant will
abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known Es the
Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to
the erection, construction, alteration or remodeling of buildings or structures.
0 ,
BUILDING DIVISION
OWNER'S NAME
TORN CORBITT
PRESENT ADDRESS
LICENSE NO.
PHONE NO.
JOB LOCATION (ST. OR AVE.) i
1260 N.E. /14.. STREET
LOT
E50!$ W25'3
BLOCK
2
SUBDIVISION
Earleton Shores
GENERAL CONTRACTOR
J Uniiversai Dixie Constr. Co.
ADDRESS
8403 N.E. 2nd.. Ave.
PHONE NO.
LICENSE NO.
1170.0
BUILDING PERMIT NO.
DATE 6/27/51 l
PERMIT FEES 20.00
r. 1C4 y BUILDER'S BOND
, �f + �
NO. 1 N � � DATE L 1' - -'
ZONE p EQUIREMENTS CU. FT.
PLAN CUBE 26,,377 CU. FT.
EST. COST $ 1 5, 15
DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: P.G.
DATE
NEW CONSTRUCTION
CBS TYPE
BS
STORIES
1
ROOF CONSTRUCTION
tile
INTERIOR CONSTRUCTION
oak & terr. floors ,,plas walls
'REPAIRS
_ DESCRIPTION 8: cell.
ALTERATION
DESCRIPTION
AS
ADDITION
SUBMITTED TO PLANNING BOARD
APPROVED
i
REJECTED
REFERRED TO cop NCIL
`•
REASONS
S
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
i
➢i
REMARKS
CERTIFICATE OF OCCUPANCY NO.
1 v y/�,
ISSUED '
;
TO :
�f 9
BUILDING PERMIT AND INSPECTION RECQRD -MIAMI SHORES VILLAGE
INSPECTIONS
DATE
BY �j
RE- INSPECT
' ..BY .
E- INSPECT
BY
FOUND„- TION_p
G -'L -,?ft f
7 �(- ri
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TEMPORARY SERVICE
// / O<
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$
BEAMS & LINTELS
FRAMING
.- 9> - e
s
SEWER
S
SOLAR HEATER
$
GAS
FINAL
g' 24 - 5/
.- .. ' S- I
$
INSPECTIONS
DATE
CLEAN -UP
C -
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BY
ROUGHING
5�
—1 / - r
� . JL/-
�� 7' -
CONTRACTOR CS � �✓Q/e � -
PHONE
/ 06 ' /`�l
PERMIT NO. /6 / de 44 I DATE 7- 4--
FEE $ 7. 7 �
NEW BLDG. J ALTERATION 1 ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
// / O<
�ry / . / °O
$
SEPTIC TANK 45.-..t."....$
1 (, C , 5
8 - 16 -A- (
s
SEWER
S
SOLAR HEATER
$
GAS
S
cqp ,
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INSPECTIONS
DATE
BY
RE- INSPECT
BY RE- INSPECT
BY
ROUGHING
5�
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�� 7' -
-
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GAS
ROUGHING
- : -' i Y
i
SEWER
H. W. HEATER CONN.
RANGE CONN.
SEPTIC TANK
6v2�9- Al
/
0 (,$ ,
SOLAR HEATER.
FIXTURES
y, .
5 —4o—S(
(.
FIXTURES & FINAL
CONTRACTOR 9 -) JL L „..,I`_ •
PHONE
FEE $ 5 .1r
( .. .
PERMIT NO. f RA 1 DATE O' 111.-T t
NEW BLDG. 1 ALTERATION
ADDITION
REPAIRS ,
SPECIAL PERMITS
PERR /VIT NO.
DATE
FEE
TEMPORARY SERVICE
// / O<
�ry / . / °O
$ /6:2'
H. W. HEATER CONN.
$
RANGE CONN.
S
MOTORS
S
FIXTURES
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
TEMP. SERVICE
../6-47
-
ROUGHING
- : -' i Y
i
H. W. HEATER CONN.
RANGE CONN.
FIXTURES & FINAL
Ipp„ .„�. BUILDING INSPECTIONS ItG 2 7 R- /C(i
PLUMBING PERMITS & INSPECTIONS
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL TO POWER CO. FOR SERVICE DATE . •
/! BY r
ADDRESS /7 40 WZ
LEGALZ0Y- teas _ RD GARBAGE TAX
PAID BY
YEAR
ANNUAL TAX
PERIOD USED
AMOUNT PAID
DATE PAID
RECEIPT
NUMBER
4c-2.
/ t S
� / Y 1 V u J S 41d)1 z-{ f)
/951
/ , e 9 vv
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ADDRESS /7 40 WZ
LEGALZ0Y- teas _ RD GARBAGE TAX
METRO-DADE
GS Roofing Products
5525 Mac Arthur Blvd.
Suite 900
Irving Texas
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375 -2908
Your application for Product Approval of GS Roofing Products, Modified Bitumen Membrane Roof System
under Chapter 3 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 been recommended for acceptance by the Building Code Compliance Departrnent
to be used in Dade County; Florida under the specific and standard conditions set forth herein.
The approval shall be valid for a period of three years. The Building Code Compliance Departrnent reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
prodcut or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Diparment reserves
the right to require testing of this product or material should any amendments to the South Florida Buliding Code be
enacted affecting this product or material.
THE EXPENSE OF SUCH TESTING WILL BE NCURRED BY THE MANUFACTURER.
PRODUCT NO.:
ACCEPTANCE NO.: 94- 0531.04
EXPIRES: SEP 1 21997
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
Gil Diamond, P.E.
Product Control Division
Supervisor
- PLEASE NOTE -
THIS IS THE COVERSHEET. SEE ADDTIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS.
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade county,
Florida under the conditions set forth above.
APPROVED: S 1 2 1994
Charles Danger, P.E., D'4 ctor
Building Code Compliance Department
Metro -Dade County
Applicant:
GS Roofing Products Company, Inc. (MB)
5525 MacArthur Blvd.
Suite 900
Irving, TX 75038
Category:
Sub - Category:
Type:
Sub -Type:
Product Control Notice of Acceptance
Roofing System Approval
Membrane Roofing System
Built -Up Roofing
Modified Bitumen
APP /SBS
1
Product Control No.: 94- 0531.04
Approval Date:
Expiration Date:
- SEP 1 2 1994
SEP 1 21997
GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential,
commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products
through local distribution in. the South Florida jurisdiction.
GS Roofing Products and systems are the result of years of manufacturing experience and product development and
have been proven by years of experience in the construction field.
GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions,
refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System
Catalog."
GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as
well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift
resistance.
GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade
area, call 1- 800 - 777 -2563.
Pat Neuhaus
Commercial District Manager
2900 Bird St.
Charleston Heights SC 29405
803 744 -7451
2
Product
All Weather/Empire Base
Sheet.
Flex- I- GlasT" Base Sheet
FlintGlas® Premium Ply
Sheet Type IV or VI
Flintlastic FR -P
Flintlastic FR -P Cap
Flintlastic GMS
Flintlastic GTA
Flintlastic GTS
Flintlastic Premium GMS I square; roll
weight 105 lbs.
Flintlastic STA
GlasBaseTM Base Sheet
Trade Names of Products Manufactured or
Labeled by Applicant
Dimensions
36 "x72 ;Roll
weight: 86 lbs.
3 6" x 72'; Roll
weight: 90 lbs.
36" x 180'; Roll
weight: 40/55 lbs.
39 -3/8" x 34'2 "; Roll
Weight: 105 lbs.
1 squares; roll
weight 95 lbs.
39 -3/8" x 34' 2 ";
Roll weight: 100
lbs.
36" x 75'; Roll
weight 75 lbs.
39 -3/8" x 24'9 "; Roll ASTM D 5147
weight: 92 lbs.
39 -3/8" x 33'; Roll ASTM D 5147
weight: 90 lbs.
36" x 108'; Roll ASTM D 4601
weight: 69 lbs.
Test Specifications
ASTM D 2626
ASTM D 4601
ASTM D 2178
Type IV or VI
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 1970
ASTM D 5147
Gil Diamond, P.E.
Product Control No.: 94- 0531.04
Product Description
Organic asphalt coated felt.
Inorganic glass fiber SBS asphalt
impregnated and coated base sheet.
Inorganic glass fiber asphalt impregnated
ply sheet.
Asphalt adhered, granule surfaced SBS
FR modified polyester membrane for
torch application.
SBS, fire resistant modified bitumen cap
sheet for use in modified bitumen built -up
roof systems.
Asphalt adhered, granule surfaced SBS
modified bitumen membrane with
non -woven polyester mat reinforcement.
Inorganic glass fiber SBS asphalt
impregnated and coated membrane with
fine black mineral particle surface.
SBS modified bitumen membrane with
non -woven polyester mat reinforcement
for torch application.
SBS Modified Bitumen membrane with
non -woven polyester mat reinforcement
for asphalt application.
Torch applied smooth surface APP
modified polyester membrane.
Type II asphalt impregnated and coated
glass fiber base sheet for use in
conventional and modified bitumen
built -up roofing.
Membrane Type:
Deck Type 1:
Deck Description:
. System Type E:
All General and
Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
System Limitations apply.
-45 psf.
29
SBS
Wood, Non- insulated
"/ or greater plywood or wood plank decks
Base sheet mechanically fastened.
(Optional) Install one of the following:
Gil Diamond, P.E.
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 fastened to the
deck as detailed below.
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps
9 " -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
GMS adhered to the base sheet with approved mopping asphalt at an application
rate of 25 lb./sq. ± 15% ; or, Flinlastic GTS Torch adhered to the base sheet.
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 %2
gal. /sq..
Class 'A'; see General Limitation 42.
1:12; see General Limitation #3. -
S -W, FRP/INS -W, GTS 2 -3 / INS -W, FRBC 2 -3 / INS -W
•
SPEC. MC -1 -R -3
For use over am-nailable decks
FLINTGLAS PLY SHEETITYPE 1
GLASBASE BASE SHEET
Membrane:
One ply of ALL - WEATHER/EMPIRE base
sheet, two plies of FLINTGLAS PLY SHEET,
MONOFORM compound with glass rein-
forcement and reflective coating.
Summary of Materials:
Per 100 Square Feet
Asphalt Primer [1/2 gal.] 4 lbs.
Type III Asphalt Spot Mopping 15 lbs.
ALL - WEATHER /EMPIRE Base
Sheet (1 ply) 40 lbs.
FLINTGLAS Ply Sheet (2 plies) 16 lbs.
Type 111 Asphalt Moppings [2 @ 25
lbs. ea.] 50 lbs.
MONOFORM Compound [9 gals. Dry] 39 lbs.
MONOFORM Glass Reinforcement 3 lbs.
REXKOTE- SPECTRA Reflective
Coating (1 gal. Dry) 9 lbs.
Approximate Total Finished Weight 176 lbs.
SPEC. NO. MW -2 -R -3
For use over nailable decks
Membrane: •
One ply of ALL - WEATHER /EMPIRE base
sheet, two plies of FLINTGLAS PLY SHEET,
MONOFORM compound with glass rein-
forcement and reflective coating.
Summary of Materials:
Per 100 Square Feet
ALL - WEATHER /EMPIRE Base
Sheet (1 ply) 40 lbs.
FLINTGLAS Ply Sheet (2 plies) 16 lbs.
Type III Asphalt Moppings [2 @ 25
lbs. ea.] 50 lbs.
MONOFORM Compound [9 gals. Dry) 39 lbs.
MONOFORM Glass Reinforcement 3 lbs.
REXKOTE- SPECTRA' Reflective
Coating [1 gal. Dry] 9 lbs.
Approximate Total Finished Weight 157 lbs.
SPEC. NO. FR -1 -3
For use over non - nailable decks
ASPHALT SPOT MOPPING • •
• •
NON- NAILABLE DECK
FLINTLASTIC FR
GLASBASE BASE SHEET
Membrane:
One ply of GLASBASE base sheet and one
ply of FLINTLASTIC FR modified bitumen
roll roofing.
Summary of Materials:
Per 100 Square Feet
Asphalt Primer ( gal.) 4 lbs.
Type III Asphalt Spot Mopping to
receive base sheet 15 lbs.
GLASBASE Base Sheet (1 ply) 23 lbs.
Type III Asphalt Solid Mopping 25 lbs.
FLINTLASTIC FR roll roofing (1 ply) 100 lbs.
Approximate Total Finished Weight 167 lbs.
without optional surfacing
SPEC. NO. GMS -1 -3
For use over non - nailable decks
Membrane:
One ply of GLASBASE base sheet and one
ply of FLINTLASTIC GMS modified bitumen
roll roofing.
Summary of Materials:
Per 100 Square Feet
Asphalt Primer [ gal.] 4 lbs.
Type III Asphalt Spot Mopping to
receive base sheet 15 lbs.
GLASBASE Base Sheet (1 ply) 23 lbs.
Type III Asphalt Solid Mopping 25 lbs.
FLINTLASTIC GMS roll roofing (1
ply) 100,Ibs.
Approximate Total Finished Weight 167 lbs.
without optional surfacing
SPEC. NO. FR -2 -3
For use over nailable decks
Membrane:
One ply of GLASBASE base sheet and one
ply of FLINTLASTIC FR modified bitumen
roll roofing.
Summary of Materials:
Per 100 Square Feet
GLASBASE Base Sheet (1 ply) .. 23 lbs.
Type III Asphalt Solid Mopping .. 25 lbs.
FLINTLASTIC FR roll roofing (1 ply) 100 lbs.
Approximate Total Finished Weight 148 lbs.
without optional surfacing
NON-NAILABLE DECK
- GLASBASE BASE SHEET
7
SPEC. NO. GMS -2 -3
For use over nailable decks
Membrane:
One ply of GLASBASE base sheet and one
ply of FLINTLASTIC GMS modified bitumen
roll roofing.
Summary of Materials:
Per 100 Square Feet
GLASBASE Base Sheet (1 ply) .. 23 lbs.
Type III Asphalt Solid Mopping .. 25 lbs.
FLINTLASTIC GMS roll roofing (1
ply) 100 lbs.
Approximate Total Finished Weight 148 lbs.
without optional surfacing
13
F
Licensed and Insured
3 7 5 ' 8 -
9 6 1 7/
S.E. 20th Street, #B -10 • Fort Lauderdale, FL 33316 K.W. FLEMING
565 -0272
FL Lic. # CC- CO57186
C..
o 1,0- G'D NC 9 9 .3 - 7. , .
40,e
5,
TIT H
DATE Tr A!� AT
DATE OF TEST: : 5/5/95
CLIENT:
NAME: A.ivi.A.
ADDRESS:
PRWE l:
ADDRESS: 1260 NE 99th Street, Miami Shores
DATE Tr .A e� Aa aw■ rT.a.
uA l t Vr uuv -'LE 1 ION: 4%4%95
TOTAL AREA: 28 sot. ROOF SLOPE: 5":12
DID THE ROOF PASS THE INITIAL TEST?' YES
PERIMETER/CORNER WIDTH: 3'
NUMBER OF TESTS: 'i5
FIELD: 45
NUMBER OF FAILURES : Q
TESTING EQUIPMENT:
SIGNED
UYi I NT
AL MACCA LI, RRC
H S "T PA 10A-94
PERIMETER: 10 CORNER: Q
CHA ILLON FORCE GAUGE
Model DFIS 200
ROOF KEPUK i LNJ • IS A UAUt COUNT V APPROVE)
TESTING AGENCY . Certification # 94- 0916.11
oolum m mt
t , N acca g li
ONSULTANT
mrmnmsm
/216o N& 52
Q .
n
BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA � * ,�
ELECTRICAL ❑ Date t 19 ___.
PLUMBING PERMIT
N? 10123 Cot�Fractor's r t
❑ License No. � +� �
ROOFING ❑
0
Work to be performed under this Permit
Owner of
Building : ' r C- _ /' + � ' r
Myf• II
Architect
Contractor .. t
or Builder r J ' ` , c :,. • !/
Legal Lot H
Description II BE
Address of
Building � • t {
s. r
CONTRACTOR or BUILDER
1
BY
Subdi-
vision
Sq Ft
V Project $ ar . � � ` rI I II Permit $ '— i- t." 0
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, ser nts mployees.
L
Signed ;; �• (INSPECTOR) BY if
In consideration of the issuance to me of this permit I aotee 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 accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
AUTHORITY
Owner's Name and Address._. fl
Name and address of licensed contractorW.- . i -
Location and legal description of lot to be built on:
Lot__ Block Subdivision i
Registered Architect and /or Engineer _ 1
Street and Number where work is to be done_ k4 ___11(_x_ -71- 5
State work to be done and purpose of building (by floors)._ -_Tiay
New Building Remodeling Addition Repairs
Permit No _ - -\ �
Disapproved
( Signed)
Chairman _
Member
Member .
Council Approved
Date
Date
i Building p ector
I0(z3
PLANNING BOARD__
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date
•A, c l
. PA O
,
No _ Street
and for no other purpose.
No. of Stories
To be constructed of Kind of foundation___. Roof Covering__
Estimated Total cost of improvements $ b 0 b ti L . 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
be sent to-__._
The undersigned applicant for this building permit doc 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
permit, as are licensed by Miami Shores Village. �,
Remarks (Signed) _. `i ! /_0
building and its construction may
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. r
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires_
DATE
Member
Member
Member . _._.... .
_Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE. FLORIDA
BUILDING ❑ /
ELECTRICAL ❑ DATE 1954.—
❑ PERMIT N? 8256 Contractor's
PLUMBING PERMIT No
HOOFING
❑ Work to be performed under this Permit ' '� f w t rt t«?
Owner of
Building �
Architect
Contractor
or Builder
Legal
Description
Address of
Building
Lot
CONTRACTOR OR BUIR
Bl.
6
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specification that he assumes responsibility for work
done by his agents, servants or employees.
/ 4 €
Signed- ' <' ,� -' P t - BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume respgpd4bility for all work done by either, myself, my agent, servant or employee.
Subdi-
vision
Sq. Ft
Value of
Project $
BY
f r • el
. >(
Amt. of
Permit $
AUTHORITY
• 1M
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.
Owner's Name and Address Mr ! Andrew ILm e t z
Registered AicfiteoKand /or Engineer 0 K,:...T.uurner
Name and address of licensed contractor Sun -Way CU,stom Enc1OS '� �__C.: ,. W • ia1711
n 36�. N CJ Zt-�tr St U
Location and le al description of lot to be built on:
Lot 3 & Block 2 Subdivision Earleton Shores
Street and Number where work is to be done 1 260 NE, 9 9th Stet
State work to be done and purpose of building (by floors)... *_s.rg.A_tz.o( &) LLo t tzZ i - _a_p ,- 4) 4 s.�
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
STATE OF FLORIDA,
COUNTY OF DADE. ss
APPLICATION FOR BUILDING PERMIT
and for no other purpose.
New Building Remodeling Addition._.. X Repairs No. of Stories 1
To be constructed of Screen Kind off foundation Roof Covering._. FJ._berg1a.S_S .'Ceeeini
Estimated Total cost of improvements $ -7-5 Amount of Permit $ / O
Zone cubage required Plan Cubage 7 1.- caged-A) Ea e Z sir
Distance to next nearest building Size of Building Lot 108.7 '. .._25..0 t
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 • of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such �K�ntrr, ors on rk to be , er ed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
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 th foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No.... / 0
Disapproved
(Signed)
Date
Date
Building Ins . t' or
/r 7—
Date
11- 1.- s -- e s
No 1 2 60
to me well known,
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
,19
Street N• E,, 99th St •
My Commission Expires
PLANNING BOARD \ DATE
Chainnan 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.
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
n
Architect
Contractor
or Builder >. �, „�,�.• "'-
Legal Lot
Description
Address of
Building I r t c, 0
MIAMI SHORE' VILLAGE, FLORIDA
DATF 195
PERMIT N?
BL
C c! 1,
11927
Work to be performed under this Permit
Subdi-
vision
Value of
Project $
Contractor's
License No
Amt. of
Permit
1
This permit is granted to the contractor or builder named above tq construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above i ssumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or dr. wings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees. r e
Signed • ,,} k t;" BY "'1 .Y
INSPECTOR
In consideration of the issuance to me of this permit I agree to p, rform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, state; ents or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by eft/ er, myself, my age «t, servant or employee.
CONTRACTOR OR BUILDER BY AUTHORITY
be sent to
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Disapproved • Date
(Signed)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date August 15 ,19_51
Owner's Name and Address Una y s_el Di xi e C on . C Aa 8 40 3NE Street 2nd . Ave.
Registered Architect and /or Engineer
Name and address of licensed contractor I_g tH .____Spe c_i_al C Q: Roofing C on t r a c t or s .
Location and legal description of lot to be built on:
Lot__E_-_5Q L4 &W251La31ock 2 Subdivision Etira. _ t on
Street and Number where work is to be done 1 NE 99th St. Miami Shores
State work to be done and purpose of building (by floors ) __
and for no other purpose.
New Building X Remodeling Addition Repairs No. of Stories 1
To be constructed of Kind of foundation Roof Covering Til e
Estimated Total cost of improvements $ 9 — Amount of Permit $ 5 rDQ•
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
LTni e � xia_- C.onst; -C_a•_
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 s . ontr: tors, on work to be perj. ed under this
permit, as are licensed by Miami Shores Village. � ) /
Remarks (Signed) __( _ e
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 Date SL° Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Inspector My Commission Expires
PLANNING BOARD. DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.