ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 1$ - 9,7 Job Address ,j I E. 79 Tax Folio
Legal Description
Owner/Lessee / Tenant .
Square Ft. \ ,
Notary as to
My Commi
er and/or Condo President
ion Exp
Owner's Address 5 � I'� c19 �T
Contracting Co. D4 — :j : . �= L
Qualifier \IL c- l S
State # C C C 0 5 ( fZ Municipal # Competency # Ins. Co.
Architect/Engineer \ Address
. Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROO t G ' AVING FENCE SIGN
WORK DESCRIPTION 1 f;'&i reof /;l
Z 511
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 1 :. done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to d the s
" % a Maria Isal Santana
ECommission * C0
Expires Apr. 19, 2003
Bonded Thru
At, Bonding Co., Inc.
-
Date
Historically Designated: Yes No
ss# Phone 3 °S - eo5-Z4ZZ
Estimated Cost (value)
Signe
Master Permit # 4 7 1 f3 3 t 9
Phone 1`-1
Address " Z o W, t 8 S T
o e wor
•
d
or Owner - Builder
Date
8- I C,-91 %l/ fl -► -9q
Date Notary as to ntractor or Owner- Builder Date
My Commission E 4: Maria Isabel Santana
1;. • Commission # 00 828294
'_s Expires Apr. 19, 2003
,,� � , Bonded Thru
,A . Atlantic Bonding Co., Inc.
FEES: PERMIT 6 D RADON C.C.F. 2. • /0 NOTARY — 1 BOND 3
/ . f�
APPROVED: TOTAL DUE 3 tv � `� -
Zoning Buil+ TJ' "
g Electrical
Mechanical Plumbing Structural Engineer
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
99R433059 1999 AUG 18 10:18
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: A • . �T
2. Description of improvement:
3. Owner(s) name and address: Pe')
z3 67 7
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
t�z� rl W i\
5. Surety:(Payment bond required • owner from contractor, if any)STATE OF FLORIDA, COUNTY 0= DADE
1 NERERY CERTIFY Ow this is a free f the
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
Sworn to and subscribed before me this
Notary Public hla
Print Notary's Name
My Commission Expires:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
G/
Sig re of Owner ._,
Pri Name 7 �I f�� (- '
day of , 19
Maria Isabel
lesion
frti„ A
r.
(aL
ner upon whom notices or other documents may be served as provided
Prepared by: - VS$L--�
Address: 1 3Z o "1 \ l8 s T
N it€ t PL._.
1 -52 1 0+96
• a
Contractor's Name: -33 4:::*4 -�ooF 11`1
❑ (Low Slope Application)
❑ (Asphalt/Fiberglass Shingles)
❑ New Roof
Flat Roof Area (ft Q Sloped Roof Area (ft o Total (ft \ 1 o v
Exposure category (per ASCE 7 -88): • L Building Classification cate o Master Permit No.
g ry (per ASCE• 7 -88 table 1): 'T
Fastener T
Field:
DETAIL 1
ATTACHMENT
SPACING
11 • •r r Martini l AYPLICA'TION
PROCESS No.
Job Address:
ROOF CATEGORY
❑ (Nail -On Tile)
(Mortar- Adhesive Set Tile)
❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
e- roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
Peri 'etcr: Corner:
1'agc-
ROOF PLAN
r
r
r
,
r
1
■
,
,
■
.
Ridge VcntllnUon
Deck type:
MEAN HEIGHT 1
. . .• tLYEFcuut& A:r
UNIFORM: ROOFING PERMIT APPLICATION
• PROCESS No.
SLOPED SYSTEM DESCRIPTION
Underlayment:
Insulation:
•
113"
ROOF [LOPE
D E T A I L 3
Fastener type & sparing:
Cap Sheet:
1 'L" CIS ree ,t
Roo( C overing:
�O y+
Drip edge:
4
TILE CALCULATIONS
(Pmaxl: 7i'.3 X J1 (Acrodynamic Multiplier): ?act? ) - M G•3 = M I'i•L1 PCA: (6 • 4.
(Pmax2: 1 ),. (Aerodynamic Multiplier): �9 35 - M C.3 = M PCA: Y 64 : 51
(Pmax3: Io ? x A. (Aerodynamic Multiplier): V{• 35) - M 6• = M 7 PCA: Y6.6r
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
T u Se - WIC
�o � r1 « JsTE
Ow lei's /Agent's Signature
Si natur
5104 APPENDIX "F"
APPENDIX "F "REQUERED OWNERS NOTIFICATION FOR ROOFING CONS
As it pertains to this Appendix " ERATIONS
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
content of this form. The provisions of Chapter 34 of the South Florida Building
o
the minimum requirements and standards of the Indus ner the
the following items should be addressed as part of the agreement e e e roofing w ment betwee e g Code (SFBC) govern
n the owner and and the e c c o onn t trracac too
.
The owner's initial in the adjacent box indicates that the item has been explained.
n
�� 1. Aesthetics- Workmanship: The workmanship
providing that the roofing system meets the wind resistance and water intrusion performance p provisions of Chapter 34 are for the purpose of
Aesthetics (appearance) issues are not a consideration with respect workmanship
issues such color r P t�nance standards.
ect t hi
part s the c s color agreement between the o appearance, that are not P provisions. ulb addressed r Aesthetic as .
part of a zoning code, should be addressed as
�j� weer and the contractor.
suh as or architectural a
-1 �! 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
concealed prior to removing the existing roof system)
renailed in accordance with the current provisions of Chapter ter 29 of the SFBC.
�,� (The'roofdeck is usually
' 3. Common Roofs: Common roofs are those
neighboring units (i.e, townhouses, condominiums, etcWhtch have no visible delineation between
In buildings with common roofs, the roofing
tractor and/or owner should notify the occupants of adjacent units of w
g work to be
4. Exposed ceilings: Exposed, open performed.
can be viewed from below. pen beam ceilings are where the underside of the roof decking
roofing nail penetrations of the The
f the wish to maintain the architectural app ea
option of maintaining this appearance. decking may not be acre table. ranee, therefore,
P The SFBC provides the
/�
��"
5. Ponding Water: The current r
0o 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 a
structural distress and may require the review of a professional structural engineer. Ponding
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
g n be an indication of
until the original roofing system is removed. Ponding conditions should be corrected may shorten
O 6. Overflow Scuppers (wall outlets .
overloaded from a build up ): It is required that rainwater flow off so that the roof is not
discharge if overflow scuppers (wall outlets) walls roof extensions may
scuppers in accordance with Chapter 23 of the SFBC. Y block this
may be necessary to install overflow
7. Ventilation: Most roof structures should have some ability to vent natural airflow
interior of the structural assembly (the Buildin itsel
be reduced. It may be beneficial additional venting which can through the
g �� The existing amount of attic ventilation shall not
life of the roof. cial to consider n result in extending the service
te
1)atc
Contract°
Signature
DUC • NTR
Sentare Tile Corporation
Ladrillera Santafe
Bogota, Co(ontbia
Acceptance No.: 91-0515.05 Revises No. 96- 0318.02
Expires: 01/22/01
Approved: 01/22/98
Internet mali address: postmast .rebulldingcod.onllns.com
F A E'TANCE
Your application for Product Approval on
Santaff Tile Corporation, Nail - On or Mortar /Adhesive Sel Clay "Sarrtafe S" Roofing Tile
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 catcuIations as submicted by:
Redland Technologies, The Center for Applied Engineering, Inc. and Yenta Craig Laboratories do Consultants,
!KC
has been recommended for acceptance by the Building Code Compliance Oepariment to be used in Dade County,
Florida under the specific conditions set forth on pages 2 through 7 and the standard conditions set forth on'page 8.
•
The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office
reserves: the right to secure this product or material at any time fbr a jobsite or manufacturer's plant for quality
control testing. If this product or material fails to perform in the approved Snsnner, the Building Code Compliance
Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re
evaluate, this product or materiel should any amendments to the South Flot$da Building Code be enacted affecting
this prouct or material. The Building Code Compliance Office re9trveS the right to revoke this approval, if it is
Jere • )ed by the Building Code Curnptiuncr 4ffi.:e th.t this product or rntsterial fails to mitt the rcquircnlents of
the South Florida Building Code. The expense of such testing will be incurred by the manufacturer
06/21/99 15:05
Mt I FiUYULI 1AN OADC COUNTY, FLORIDA
METRO -DADE FLAGLER BUALOMO .
BUILDING CODE COMPLIANCE OFFICE
METRO -DAOE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA ::83130 -1563
. (305) 376 -2901:
FAX (305) 375.2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (3051 372 -6339
Rodrig ex
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAG1:S FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMBI
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 under
the conditions set forth above.
Charles Danger, P - E-
Director
Building Code Compliance Dept;
Metropolitan Dade County
TX /RX NO.2732 P.001
p_ Q1]
HOrtiep000: • http ://wwW.bulldlntwat!eo Mine .cam
•
SANTAFE TILE CORPORATION ACCEPTANCE NO.: 97- 0515.05
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
;Applicant:
Santafe Tile Corporation Product Control No.: 97- 0515X5
Ladrillera Santafe
Bogota. Colombia Approval Date: January 22. 1998
Expiration Date: Sanuary 22.2001
,Category: Prepared Roofing
,Sub - Category. High Profile Tile
Type; Nail- on/Mortar Set/Adhesive Set
Sub -Type: Clay
System Description
Ladrillera Santafe, located in Bogota, Colombia. manufacturers clay . roof tile for nail -on and
mortar! adhesive set applications. All Ladrillera Santafe tiles are available in standard unglazed and a
'glazed''rotor finish. This Product Control Approval relates to the Ladrillera Santafe "Royal' til4profile.
Refer to appropriate Product Control_Approvals for other tile profiles. 5
Santa Fe Tile Corporation is the sole, approved distributor of Ladrill4ra Santafe roof tiles.
Product
Santaff S Clay Roof
Tile
Trim Pieces
•
Contact:
Daniel Bernal
General Manager
Santafe Tile Corporation
8825 NW 95 St
MMietrti, Florida 33122 (33 1 78 }
(305) 885- 9002/888 -0050
`MADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Test Product
Dimensions Soecifications Description
1 LE 18" ASTM C 1167 Hio,h profile, one piece. clay toof tile
w = 11.5" equipped with two nail holes. For nail -
W' thick on, `mortar set and adhesive set
applications.
1= varies ASTM C 1 167 Accessory trim, clay roof pieces for
w ,. varies use'at hips, rakes, ridges and valley
varying thickness terminations. Manufactured .for each
the profs
A ....._-..wr.-„:,.._- _
.:.-.-.-„,on---„ - -
Page 2 of 8
06/21/99 15:05
oaga
Roofing Product Control Examiner
TX /RX NO.2732 P.002
P - 02
SANTtFE TILE CORPORAT1ON
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
The Centtt for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
Redford Tectmotogies
Redland Technologies
Redlrnd Technologies
Redland Technologies
ttedland Technologies
Redland Technologies
Test Agency
Testwelt Craig Laboratories dc Consultants,
TEST REPORTS
Test identifier
94 -156 -9
25- 7205 -1
94- 156 -8 Static Uplift Testing : Aug. 1994
PA 101
Project: 07- 07 -00 -91 i Wind Driven Rain Sept. 1994
(307023) PA 100
7161 -03
Appendix 11
7161 -03 1 Static Uplift Testing Dec. 1991
Appendix 111 PA 102
'Static Uptitl Testing Dec. 199 r
1 PA 102(A)
P 0647 -01 Wind Tunnel Testing
PA 108
(Mortar Set)
P 0631 -01 Wind Tunnel Testing !u(y. 1994
PA 108
(Mortar Set)
7161 -03
Appendix 111
Page 3 of 8
ACCEPTANCE NO.: 97- 4515,05
Test luajDe /Report • Date
Static Uplift Testing : Aug. 1994
PA 102
Static Uplift Testing March 1995
PA 101
Wind Tunnet Testing Dec. 199 1
PA 1013
(Nail -On)
06/21/99 15:05 TX /RX NO.2732
Aug. 1994
P 0402 Withdrawal . Sept. 1993
Resistance Testing of
Screw vs smooth
shank nails
Lab #MK-4 • Physical Properties July 1 994
Tech: G. Suarez '. ASTM C 1167
Frank Zuloaga
Rooting Product Control Examiner
P.003
P -Q1T
■
'
SANTAFE TILE CORPORATION
SYSTEMS
Page 4 of 8
06/21/99 15:05
ACCEPTANCE NO.: ; 91- 0515.45
SYSTEM S: Direct Deck Nail -on Application
Deck Type: Wood, Non - insulated
Deck Description: New construction 19 /32" or greater plywood :or wood plank.
Slogs Range: 4 ":12" to 7":12"
Note: System B is only acceptable is this slope range.
Uaderlayment: Install underlayment system in compliance with Metro -Dais County
Application Standard PA 118.
Roofing Tile: install tile in compliance with Metro•Oade County Application Standard PA
1 18. (See "Data for Attachment Calculations" included in this Approval.)
1. For re -roof applications, 15 /32' plywood ;is an acceptable substrate.
SYSTEM D: Mortar or Adhesive Set Application
Deck Type: Wood, Non - insulated
Deck Description: New construction i or greater plywood or wood plank.
Slope Range: 2":12" to 7 ":12"
Note: System D is only acceptable in this slope range.
Underlayment: Install underlayment system in compliance with Metro -Dade
Application Standard PA (20.
Rooting Ttte: Install the in compliance with Metro - Dade County Application Standard PA
1 120. (Sec "Data for Attachment Calculations" included in this Approval.)
Comments: 1. For re -roof applications, 1 ply wood, is an acceptable substrate.
County
Frank Zuloaga
Roofing Product Control Examiner
TX /RX 90.2732 P.004
P
•
SANTAFE TILE CORPORATION ACCEPTANCE NO.: : 97- 05115:05
SYSTEM LIMITATIONS
1. The standard minimum roof pitch for Ladriilera Santafe's " Santafe S" high profile the shall comply
with Dade County Application Standards PA 118, PA 119 or P. 120, depending on the :method of
installation.
2. For nail - applications. fasteners for mechanical attachment of tiles shall have a head diameter
larger than that of the preformed holes in the tile.
3. System installation shall be in compliance with the system specifications outlined in this Product
Control Approval, The method of attachment utilized shall provide a minimum characteristic
resistance load greater than or equal to the required uplift .resistance determined in compliance with
Metro -Dade County Protocol PA 115 or PA 127. The Ladrillera Santafe "Santafe S" tile profile has
been tested for both wind characteristics and static uplift perfortjtance, therefore, attachment
calculations for installation in compliance with PA 115 or PA 117 shall be done as an 'Moment
Based System'
4. For mortar and adhesive set tile applications, a field static uplift test by a Metro -Dade County
ac testing agency, in compliance with !Metro -Dade County Protocol PA 106, shall be
performed. •
5 Ali tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
6. For mortar or adhesive set tile applications, 30190 hot mapped 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_ The applicant shall retain the services of a Metro -Dade County Certified testing laboratory to
maintain quality control in compliance with the South Florida Building Code and related protocols.
Page 5 of 8
06/21/99 15:05
Frank Zuloaga
Roofing Product Control Examiner
TX /RX NO.2732 P.005
P.05
•
Table 1. Aerodynamic Multipliers -X, (tt')
Tile Profile
A (&)
X It')
3:12 4:12
Nall -On, Direct Deck
Mortar or Adhesive Set
Santafe S Clay Roof Tile
0.34
j 0.31
• Table
2: RestorinLMoments due to (iravi '' - M (ft -Ibf)
Tile Profile
2 :12
3:12 4:12
5:12
6:12
7:12
Santafe S
4.9
4.8 1 4.7
4.6
4.5
4.4
Table 3: Attachment Resistance Expres•ted as a moment- air 1.
Tlfe Profiife
Two Approved
Nails
One Approved
Screw
Mortar Set
` Adhesive Set
Santafo S
21.8
[ 18.4
' 23.6
61.9
SANTAFE TILE CORPORATION
•
ACCEPTANCE NO.:
DATA FOR ATTACHMENT.
CALCULATIONS
Page 6 of 8
06/21/99 15:05
97-0515.05
Frank Zuloaga
Roofing Product Control Examiner
•
TX /RX NO.2732 P.006
■
4
•
•
SANTAFE TILL'' CORPORATION
PROFILE DRAWING
Page 7 of 8
06/21/99 15:05
ACCE.PTA NCE NO.: ; 97 -051 5.05
LADRILLERA SANTAFE "SANTAFE S" CLAY ROOF TILE
Frank Zutoaga
Rooting Product Control Examiner
TX /RX NO.2732 P.007
P- E17
•
•
SANTAFE TD E CORPORATION
Santafe,Tile Corporation
Ladriliera Santafe:
Bogota. Colombia
1 # it i E OF . ST ! .E,1W CONDIT)iQNS
(, Renewal of this Acceptance (approval) shall be considered after a renewal application has been flied
and,the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2, Any and all approved products shall be permanently labeled with the manufacturer's name, city,
stat, and the following statement: "Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance. •
3. Renewals of Acceptance will not be considered if:
l a) There has been a change in the South Florida Building Code affecting the evaluation of this
'product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as thi one originally approved;
;c) If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product;
� d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted , is no longer practicing the engineering profession,
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless :prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shalt also be grocmds for removal of this Acceptance:
,a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance
is displayed, then it shall be done in its entirety.
j. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shalt
be,rovided to the user by the manufacturer or its distributers and shall be available for inspection at
the job site at all times. The copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance Thal) be calese for termination and removal of
Acceptance.
This Acceptance contains pages 1, through 8 this last page.
END OF TI-ftS APPRO' A
Page 8 of 8
06/21/99 15:05
ACCEPTANCE NO.:
Product. Control No.:
Approval Date:
Expirat(on Date:
97- 0515.05
97- 0515.05
January 22, 1998
January 22, 2001
u oaga
Roofing Product Control Examiner
TX /RX NO.2732 P.008
•
LG ENGINEERING SERVICES, INC.
Consulting Engineers
North Office:
7370 N.W. 35th Street
Suite 374
Miami, Florida 33166
South Office:
13380 S.W. 131 Street
Suite 120
Miami, Florida 33186
Tel: (305) 994 -8128 Fax: (305) 994 -8135
Bay Contracting Firm
1685 West Ward Drive
Miami, Florida 33166
Project:
Dear Sirs;
TILE UPLIFT TEST
Olazo Residence
55 Northeast 99 Street
Miami, Florida
C•I•V•I•l
J )
•N•G•I•
September 24, 1999
Information provided by client:
Permit Number: Not Available
Date Completion: September 19, 1999
Roofing Contractor: Bay Contracting Firm
LG Engineering Services, Inc. Project Number: LG99 -1229 -
(Testing Laboratory Certificate #99- 0609.01)
In accordance with your request and authorization, a representative of LG Engineering Services,
Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard RAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and
mechanically attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 5000 square feet, and the mean height of
the roof is less than 20 feet above ground surface. The type of tile used for this project was
reported to be Santa Fe Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile
in the perimeter area and one test for every 200 square feet of roof tile in the field area were
tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof
tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner
were physically examined.
Based on our tes results, we conclude that the installation ofthe roof tale at the above referenced
project meets the est requtrement outlined in the above mentioned protocol Attached F
a co py of our test report for your review;.
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
oha - ad S3nny Salir:, P.
Project Manag*
TILE UPLIELTEST
Olazo Residence
55 Northeast 99 Street
Miami, Florida
Report of
TILE UPLIFT TEST
for
Olazo Residence
55 Northeast 99 Street
Miami, Florida
Project Number: LG99-1229
Test Ntiiuber
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
Test Status
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG99-1229, Page 1
C est Number
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
Test Load (lbi
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
est' .Status
;::
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG99 -1229, Page 2
— North-
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LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG99 -1229, Page 3
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
—
Date C. Job Address S 5 JL( E ? S7T Tax Folio
Legal Description
Owner/Lessee / Tenant C'-Du' ' P Oti- b 5 n
Owner's Address ss N I` . 9k ST
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING
WORK DESCRIPTION � F �
c - F i
-
Signature of owner and/or Condo President
6 —to-96
Date
Co 'aJ
to Own r and/or Condo President Date
My Commission Expires:
FEES: PERMIT ea p- RADON
OFFICIAL NOTARY SEAL
MARY CHAVIANO
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC273980
MY COMMISSION EXP. APR. 4,1471
My Commission Expires:
C.C.F. S. NOTARY
APPROVED:
Zoning Building
Mechanical Plumbing
Historically Designated: Yes No
Master Permit #
Phone
Contracting Co. �o . - 'r L.. -- -.1=W- .. 1:.=.. -- Address
Qualifier ∎ac%.."sR Ri -∎ ,o SS# Phone G`a8 -o "83
State # Le_ c oz�7 8? Municipal # 14 /b. Competency # 411, Ins. Co.
Architect/Engineer i K Address
Bonding Company {J ) A Address
Mortgagor R IL Address
MECHANICAL ROOFIN PAVING FENCE SIGN
t k vi t .
Square Ft. c, O o Estimated Cost (value) \ S10O
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 � .e done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor . d' • work stated.
rdtr
AP,./1/
re o CWA■UOwner- Builder
Con i ac or or • wner- Builder
Electrical
3•7? 30
Date
OFFICIAL NOTARY SEAL
MARY CHAVIANO
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC273980
MY COMMISSION EXP. APR. 4,1997
TOTAL DUE
Engineering
Job Address: 56 N• • 99 sT Contractor • T- • 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:
Manufacturer of Roof System Assembly:
Product Control Approval Number:
System Number from Product Control Approval:
(Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
Base Sheet:
Fasteners:
Ply Sheet(s): 11/A
123.01.166 9/94
( 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. )
Cap Sheet:
Asphalt:
( Note: No insulation systems 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:
( Check . one of the following )
Recover Re -roof
THE SYSTEM:
Deck:
( Briefly describe )
Insulation:
( Type, size and method of attachment,
if applicable )
( Type and method of attachment )
Contractor
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 ?:
(If eyes', attach ASTM E907 test report. )
Proposed Fastener:
(Attach withdrawal resistance test report. )
Has the deck been examined for moisture ?:
(Provide data confirming compliance with
Section 3401.9(c) . )
New Construction
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:
Base Sheet or Ply: R
Process No.
Y N
C 0 -G . `2) 1 Ne Vka
■
% O. C.
+�.
(„,`' Utz cow 11.
Ply Sheet(s): -ry �� 0-
( Type and method of attachment) oZ
Built -Up Applications and Modified Bitumen Systems
Page -2
Job Address: Contractor Process No.
Top Ply:
( Type and method of attachment )
Surfacing:
( Type, if applicable )
Flashing Materials:
(Type and method oj attachment )
Nc� 1 - 21 ot - '�E�
Built -Up Applications and Modified Bitumen Systems
Page-3
Job Address: Contractor Process No.
r
inches
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 ".)
Surfacing:
( a scribe,
Top Ply: t.1 cttt
Bonding Material: 4> of r1° •
vvt¢�
Ply Sheet(s):
Bonding Material: din= - t ►�o� ?gip
■t
Fastener: \‘`%.k .
(((base sheet meth attached)
Base Sheet: 0-"N s alA S�
12" 'G IF
Bonding Material:
(Vane sheet bonded )
Fastener:
(i/top ttuulanon lays.
retch. attached)
Top Insulation Layer:
(i/appacable )
Bonding Material:
(i/tep uuulanon
layer bonded )
Fastener:
(i /nett /anon
meth. attached)
Insulation:
Bonding M- erial•
(Uitw/atnon :. did)
/ Vapor Re
fU�phcable
Primer.
(t/ opphcaa&)
PECK: �`
Type: lNo 0"1:::,
Built -Up Applications and Modified Bitumen Systems
Page -4
Gage or Thickness:
Density, if concrete deck:
Ca. 'e�R
Job Address:
Contractor
PERIMETER DETAIL #1: Parapet Wall Detail
Process No.
Coping Cap
Gage:
Fastener
Spacing: _ o.c.
Clip Type:
Clip Gage:
Deck Type:
Sketch Roofing Componans which make up Roof
System Assembly at Perimeter Parapet Walls.
Insert leaders indicating Roofing Component names,
dimemion , thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attadtment.
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:
Contractor
PERIMETER DETAIL #3: Gravel Stop or Drip Edge
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
Gravel St• • l• . p Edge
Gage: Z(,,
Fastener
Spacing: y o.c.
Clip Type:
Clip Gage:
Deck Type: \�1�
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.
Guner Type:
Gutter Gage:
Fastener
Spacing:
PERIMETER DETAIL #4: Gutter Detail
Built -Up Applications and Modified Bitumen Systems
Page -6
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 eiasit
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
*3 1:3Vt %? 'Ebt
114t IteS
y a
•° .
- 'A cat. �►� --ter
„ - NAT 1AG "eD
47 Rt GDP
4{o r Mo V"?t=
\)%_-r Rb. 11. t=..
,Z' d.L r Lfl 1
o .G -COR rt E ' cR •
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
BUILDING INFORMATION #1
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: 1
At Hurricane Oceanline ?: Y
Basic Wind Speed at
Building Location: 110 mph
Building Condition based on
%
of Openings:
GROUND LEVEL
feet
feet
Built-Up Applications and Modified Bitumen Systems
]Page -8
Job Address: Contractor Process No.
— 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 limitation
Reviewed Details ?: Y N
Notes:
Built -Up Applications and Modified Bitumen Systems
Page -10
Job Address: Contractor Process No.
Sketch Roof Plan indicating all dimensions, any slopes,
roof drains, crickets, or roof top equipment. Also insert
variable labeled " which indicates perimeter and comer
dimensions per Chapter 23 of the South Florida Building
Code.
( See ASCE 7 -88 Fact Sheet Attached )
—
BUILDING INFORMATION 112: Roof Plan with Perimeter and Corner Dimensions
Built -Up Applications and Modified Bitumen Systems
Page -9
p
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
MErno()ADE
INEMI
Intcc/Permaglas
Div. U.S. intec, Inc.
Post Office Box 2845
1212 Brai Drive
Port Arthur, TX 77643
WILDING CODE COMPLIANCE DEPAr1TMENT
SUITE IGOJ
MEMO FLAOLETI 13U1LDIN0
140 WEST FLAOLEA'STREET
MIAMI, FLOTIIDA 331J0 -1503
PRQDUCT CONTROL NOTICE OF ACCEPTANCE (3061 776 -2v
FAX (305) 776.2000 ol
r.t( T (iO1'0UTAN DADE COUNTY, FLOn,DA
MErnO•DADE FLAGLEn BUILDING
Your application for l'roduct Approval of Jnlec/Perntagias Built -Up Roof Systems under Chapter 8 of the
Metropolitan Dade County Code governing the . use of Alternate Materials and types of Construction, and
completely described in the plans, specifications and calculations as submitted by Factory Mutual Research
Corporation and Underwriters Laboratories has been recommended for acceptance by the Building Code
Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth
herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsitc 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 Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.: 94-0211.02
EXPI RES:
Gil Diamond, P.E.
Product Control D_ ivision
Supervisor
- PLEASE NOTE-
- TIIIS IS TILE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS.
3UILDJNC CODE COMi'.1:TTEE
This application for Product Approval has bccn reviewed by the Metropolitan Dade County •Bitibling• Code.
Compliance Departrncnt and approved by the Building Code Committee to be used in Dadc County, F1 t:
the conditions set forth above.
APPROVED
•
Charles Danger, P.E-., Di(cctor
Building- Ccie
Metropolita D:.; :. County
Product
190 P
Bondable Base
Brai Walkboard
Brai/Flex 170
Brai/Flex 170 FR
Brai/Flex 250 FR
Brai/Flex FR 4.5
Brai /Flue S
Combination Base
Trade Names of Products Manufactured or
Labeled by Applicant
Dimensions
Roll weight: 67 lbs. ASTM D 4601
Type II
3' x3'; Roll weight:
18 lbs.
Roll weight: 97 lbs.
Roll weight: 105 lbs. ASTM D 5147
Roll weight: 105 lbs. ASTM D 5147
Roll weight: 105 lbs. ASTM D 5147
Roll weight: 105
lbs.
Roll weight: 67 lbs.
7
Test Specifications
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 4601
Type I
Product Control No.: 94 0211.02
Product Description
Smooth surface SBS modified asphalt
membrane, min.. 190 gram polyester
reinforcement.
Type I1 asphalt impregnated and coated
glass fiber base sheet for use in
conventional and modified bitumen
built -up roofing.
Granular surfaced APP modified asphalt
membrane walkboard.
Granule surfaced modified asphalt
membrane; min. 170 gram polyester
reinforcement.
Granule surfaced SBS modified asphalt
membrane with additional fire resistant
additives, min. 170 gram, polyester
reinforcement.
Granule surfaced SBS modified asphalt
membrane with additional fire resistant
additives, min. 250 gram polyester /foil
reinforcement.
Granule surfaced SBS modified asphalt
membrane with additional fire resistant
additives, fiberglass reinforcement.
Smooth surface SBS modified asphalt
mer,.bran.:, min. 170 gram polyester
re in i orcein cn t.
Type 1 asphalt impregnated and coated
glass fiber bast shut with a fully •
laminated kraft paper backing for use in
conventional and modified bitumen
built -up roofing on wood decks.
MDtair.
MPan
MScupper
Drill Tcc 3 Metal Stress
Plates
Drill TecT" Coated Drill
Point Screws
" . Drill Tee TM LiteDeck
Fasteners
Drill TeeTM Plastic Plates
Drill Teem' Stainless Steel
Screws
Drill TecTM Tap GripTM
Concrete Deck Fastener
Flex Asphalt
Flex Base 30
Flex Cap' 60
G-4 Cap
Gravel Guard MB
Insul -Bast
Carton weight: 60
lbs.
IntecfPermagias Roofing Carton weight: I00
Asphalt lbs.
Roll Weight: 82 lbs. ASTM D 4601
Type II
Roll weight: 85 lb.
Roll weight: 105
lbs.
various
Roll weight_ 67
variot.s
6" r 6"
various
PA 114
. PA 1 l4
P. 114
PA 114
Product Control No.: 94 -021 1.02
PA 114 Gaivalumc 3 round str ess plate.
Corrosion resistant, drill point threaded
insulation fastener.
Nylon insulation fastcncr for tcctum,
gypsum and lightweight concrete.
Polyolifin 3' round plastic stress plates.
Stainless steel, drill point threaded
insulation fastener.
PA 114 Corrosion resistant insulation fastener
(concrete only).
ASTM D 312
Type III or IV
ASTM D 5147
ASTM D 5147
Proprietary
ASTM D 4601
Type1
ASTM D 312
P_olrictbry
Proprietary
Proprietary
Gil Diar
Hot applied bitumen adhesive used in
conventional and modified built -up
roofing, modified with SEBS polymers.
Type 11 asphalt impregnated and coated
glass fiber base sheet for use in
conventional and modified bitumen
built -up roofing.
Fiberglass base sheet coatcd with SBS
modified asphalt.
Granule surfaced SBS modificd asphalt
membrane, fiberglass reinforcement.
Metal edge gravel guard with perforated
flange_
Type I asphalt impregnated and coated
perforated glass fiber base sheet for use in
conventional and modified bitumen
built -up roofing.
Hot applied bitumen adhesive used in
conventional and modified bitumen
built -up roofing_
Spun aluminum or copper roof drain with
rvc! guard, strainer cap and
.va.cr proofing seal_
A prefabricated pitch pan and modified
bitumen flashing assembly for use where
roof protrusions require pitch pockets.
rica d scupper and mo
red
Matrix SB Plus
Matrix SB Trowel Grade 5 gallon
Mineral Mastic 2575
Perma Poly 185
Permavent
Preflashed Lead Jack
Quick Pitch
Quick Pitch
Standard, Adjustable, One
Way M Vent
Tough Ply IV
Type 40 Smooth .
USI Glass
USI Gliss apered I oof
Insulation
USI Tapered 1nsulatiot,
Board
Roll weight. 72 lbs. ASTM D 4897
Type II
various
various
Roll weight 46 lbs.
Roll weight: 67 lbs
•aricvs
v;.ricus
•arous
5 or 55 gallons
USIROC Roof Insulation 4' x 4', 4' x 8'
ASTM D) 12
Roll weight: 105 lbs. ASTM D 5147
4
• ASTM D 4 536 • SBS modified roof cement, for bonding
flashing materials.
ASTM D 1117 Spunbound nonwoven polyester mat
roofing felt
Proprietary
ASTM D 4586
Product Control No.: 94 - 021 1.02
bitumen flashing asscrnbly used for new
and retrofit scupper installation.
SBS modified asphalt adhesive for
bonding cap and ply sheets.
Granule surfaccd SBS modified asphalt
membrane, min 250 gram polyester
reinforcement
Heavy duty fiber glass base sheet
impregnated and coated on both sidcs.
Surfaced on the bottom side with coarse
mineral granules embedded in hot
asphaltic coating.
Preflashed vent pipe waterproofing
assembly.
A pourable, polyurethane sealant for usc
in capping pitch pans.
ASTM D 4586 A two-component adhesive and sealant
system for filling and capping pitch pans.
PA 110 Prefabricated stack cover for use in soil
pipe waterproofing.
ASTM D 2173
Type IV
Type IV asphalt impregnated glass felt fer
usc in conventional and modified bitumen
built -up roofing.
ASTM D 4601 Type 11 asphalt impregnated and coated
glass fiber base sheet for usc in
conventional and modified bitumen
built -up roofing.
PA 110
PA 110
P it 1
PA 110
Gil Diar ond,
Fiberglass roof insulation.
Tzpercd Fiberglass insulation board.
Tapered polyisocyaruratc insulation
board_
Basalt rock insulation.
USIROC Taper Roof 4' x 4' PA 110 Tapercd basalt rock insulation.
Insulation
USIso Pcrlitc Composite 4' x 4', 4' x S' PA 110 Polyisocyanuratc foarnlperlirc composite
Roof Insulation insulation board.
USIso Roof Insulation. 4' x 4'.:1' x 8' , PA 110 _ Polyisocyanuratc foam insulation.
USIso Taper Roof 4' x 4' PA - 110 Tapered polyisocyanuratc foam insulation,
Insulation
Ultra Base Roll wcight: 67 lbs.
Ultra Cap
Ultra Cap Premier 730
Ultra Ply VI
Usikant -FR
Product Control No.: 94
ASTM D 4601 Type II asphalt imprcgnatcd and coatcd
Type I I glass fiber base sheet for use in
conventional and modified bitumen
built -up roofing.
Roll weight: 72 lbs. ASTM D 3909 Asphalt impregnated and coated felt
102 lb_
ASTM 5147
Roll weight 46 lbs. ASTM D 2178
Type VI
l -
Gil,iamond, P.E.
surfaced with mineral granules used as the
top ply in conventional built -up roof
mcmbrancs.
Granule surfaced SBS modified asphalt
membrane with additional fire resistant
additives, fiberglass reinforcement.
Type VI asphalt imprcgnatcd glass felt for
use in convcntional and modified bitumen
built -up roofing.
Proprietary Cant strip made from basaltic rock.
•
1
Trade Names of Products Manufactured by Others
Product Dimensions
Millox -P various PA 110 —
Pyrox various PA 110
White Line various PA 110
ACFoam-II various PA 110
ACFcam I various PA 110
ACFoam -II Composite various PA 110
Anchorbond Fastener PA 114
DekFast Fastener PA 114
Gripdek Fastener PA 114
Roofgrip Fastener ?A ;14
Test Specifications
Produ
Description -
Polyisocyanuratc foam and Apache Products Co.
composite insulation.
Polyisocyanuratc foam Apachc Products Co.
insulation.
Polyisocyanurate foam and Apache Products Co.
composite insulation.
Polyisocyanurate foam _ Atlas Energy Proc_cu
insulation.
Polyisocyanurate foam Atlas Roofing
insulation. Products
Composite insulation
board.
Insulation fastening
assembly.
Insulation fastening
assembly.
Insulation fastening
assembly.
Hexcel Fastener PA 114 Insulation fastening
assrmi )ly
Hextra Fastener PA 114
Insulation fastening
assembly.
Insulation fastening
assembly.
i I
6 Gil Di :: ond, `�P.E.
Product Control No.: 94-0211.02
Manufacturer
Atlas Roofing
Products
Construction Fasteners
Construction Fasteners
ITW Buildex
ITW Buildex
ITW Buildcx
ITW Buildcx
ISO 954 -
Karnak 97 A F
ENRGY 2
E'NRG'Y 2 Plus
• Compositc
Nail -Tito Type R
Fastener
Glasfast Striker
Fastener
GlasFast Fastener
Paroc
Multi -Max
Insulfixx Fastener
various
"axons
various PA 110 Polyisocyanurate foam International Pcrmalitc
insulation.
various
E'NRG'Y 2 Composite various
various
ISORoc various PA 110 Polyisocyanurate foam
insulation.
Con -Tito Fastener PA 114
Olympic Fastener PA 114
PA 110 Polyisocyanuratc foam
insulation.
PA I I4
PA 110 . Compositc insulation
board.
PA 110 Compositc insulation
board.
PA 114 Insulation fastening
systcm. -
PA 114
ASTM D 2334
Typc III
Insulation/base sheet
fastening assembly.
Insulation fastening
system.
Insulation fastening
assembly.
Insulation fastening
assembly.
PA 110 Non woven fiberglass mat
insulation.
PA ; I C
?A I '4
A lurninurn roof coating. Karnak Chemical Co.
Po1yisocyan•irzte 'oam RMAX
insulator..
Insulation fastening
assembly.
/
Diamond, P -E-
Product Control No.: 94-0211.02
•
NRG Barriers, Inc.
NRG Barriers, Inc.
NRG Barriers, Inc.
NRG Barriers, Inc.
Nail -Tito
Olympic Fasteners
Olympic Fasteners
•
Owens Corning
Owens- Coming
Partek, Inc.
SFS /Stadler
Rawl Drive
Rawl Spike Fastener
Rawlitc Fastener
Tru -Fast Fastener
Fiberglas
High Density Wood various
Fiberboard
Mopping Asphalt
Tin Caps
min. 32 ga_ x 1
5/8" - 2"
PA 114 Insulation fastening
system.
PA I 14
PA 114 Insulation fastening
system.
PA 114
PA 110
PA 110
Product Control No.: 9.1- 0211.02
Insulation fastening The Rawlplug
assembly_ Company, Inc.
Insulation fastening Tru -Fast
assembly.
Fiber glass roof insulation. generic
Wood fiberboard
insulation.
Gil D arnond, P.E.
The Rawlplug
Company, Inc.
Nails PA 114 Min. # 12 corrosion
resistant annular ring shank
nails, FF - - 105 - Type 2.
The Rawlplug
Company. Inc.
generic
, ASTM D 312 Bitumen adhesive. generic
Types 111 and IV
generic
Perlite PA 110 Perlite insulation board. generic
Primer ASTM D 41 Asphalt primer. generic
Red Rosin Paper Underiayment. generic
Roof Cement ASTM D 4586 General purpose cement. generic
Type 1 and ll
Corrosion resistant circular generic
discs_
Test Agency
Factory Mutual Research
Corporation
Underwriters Laboratories
Test Identifier
FMRC 1993
J.I. 0P3A7.AM
Test Reports
1.I. 2 WOA I.AM — Wind Uplift and Fire 09/09/92
Classification
OR9A6.AM Wind Uplift and Firc 01/02/90
Classification
Current Insulation
Fastening Requirements
FMRC Approval Guide
1993
Wind Uplift Classification 01/11/94
Fire Classification — see 12./13/93
current directory
Test Namc/Rcpori Date
Product Control No.: 94-0211.02
Dia rnond, P.E.
01/01/94
ltl$s�l�ti ��ypcs
F=ibrous glass
• Pcrlitc
Polyisocyanuratc
Composite Board
Wood fiber
Maximum Design Pressure
Material Design Pressure
Wood -75 psf
Steel -75 psf
Concrete -67 psf
Lightweight Concrete -45 psf
Poured Gypsum Concrete -45 psf
Cementitious Wood Fiber - -45 psf
Maximum Fire Classification
Material Classification
Wood Class 'A'
Steel Class 'A'
Concrete Class 'A'
Lightweight Concrete Class 'A'
Cementitiots Wood Fiber Class 'A'
Poured Gypsum Concrete Class 'A'
Gi' Diimcnc,
:0
Product Control No.: 94- 0211.02
Note: Fire classifications and maximum design pressures do not reference all assemblies over
all deck types. Review system listings for design pressures and the Underwriters
Laboratories Roofing Materials Directory for Fire Classifications.
Deck Type 1:
Deck Description: 1° /„" or greater plywood or wood plank decks
System Type A (1): Base sheet mechanically fastened
All General and System Limitations apply.
Insulation:
Base Sheet:
Ply Sheet:
Cap Sheet:
Surfacing:
Note: Consult current UL Directory regarding fire ratings of coatings.
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
None
Bondable Base, Flex Base 30 Base 60, Combination Base, 180 P or Ultra
Base applied to the deck with approved annular ring shank nails and minimum 1
tin caps at a fastener spacing of 9" o.c. at the lap, 1 2"o.c. in two rows
staggered along the center line of the of the sheet in the field.
Two, or three plies of Tough Ply IV or Ultra Ply VI ply sheet adhered in a full
mopping of approved asphalt at an application rate of 25 lbsJsq. ± 15 %.
(Optional) One ply of Ultra Cap, or Ultra Cap Permier 730 adhered in a full
mopping of approved asphalt at an application rate of 25 lbsJsq. ± 15 %.
(Required if no cap sheet is used) Install one of the following:
2. Flood coat of hot asphalt with an application rate of 60 lbs. /sq. ± 20 %;
plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbsJsq.,
respectively.
-60 psf.
Wood, Non - insulatcd
KarJtak 97 at 1S gal/sq..
'A'. See General Limitation if 2.
3 ":12 "; See General Limitation # 3.
Gi; Dia.nc,nc;
)S
•
Product Control No.: 94-0211.02
G- B4UP -N, G- BSUP -N, G- B4TP -N, G- BSTP -N, M- B4UP -N, M- BSUP -N,
M- B4TP -N, M-B5TP-N, ECG- B4UP -N, ECG - BSUP -N, ECG- B4TP -N,
ECG - BSTP -N, ERA- B4UP -N, ERA - BSUP -N, ERA- B4TP -N, ERA-B5TP-N,
E- B4UP -N, E- BSUP -N, E- B4TP -N, E- BSTP -N, A LN-B4 UP -N, A LN-B5UP-N,
A LN- B4TP -N, ALN- BSTP -N, 730- B4UP -N, 730 -B5 UP -N. 730- B4TP -N,
730 - BSTP -N, 730- 49B -•!, !7 }i4UP -N, 17C' P5I(P - 170 B4TP - N,
1 - R5 P - N, G4 B4UP - N, G4 B5UP - N, G: 134TP - N, G4 BSTP - N,
BF4.S B4UP - N, • BF4.5 BSUP -N, BF4 :5 B4TP - N, BF4.5 B5TP -N,
170FR- B4UP -N, 170FR- B5UP -N, 170FR B4TP - 170FR- BSTP -N.
NQI]CEOF ACCEPTANCE STANDARD ( NoiriONS.
•
1. Extensions of Acceptance may be considered after a new application has bccn filed and the supporting
data. test 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.
S. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the
expiration date may be displayed in advertising Titetature. If any portion of the Notice of Acceptance is
displayed, thcn it shall be done in its entirety.
6. Product approval drawings, where required for permit 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.
it Diamond, P.
Product Control Division
Supervisor
4
. 1
•
Product Control No.: 9-1-0211.02
applied modified bitumen membrane. Specific details. approved by the
manufacturer, shall bc subm itted with the Section 11 Permit Application.
13: IntedPermaglas materials shall bc stored on end and on a clean. flat and dry surface.
14. Consult current Underwriters Laboratories Directory for the required coating for
each roofing assembly. The assembly shall bc installed in strict compliance with
Chapter 3401.5 and 3401.6 of the South Florida Building Codc for maximum fire
classification. —
15. Asphalt moppings shall be with asphalt approved by the applicant and shall be
approved in compliance with equiviscious temperature (EVT) methods of asphalt
determination- Asphalt containers or bulk tickets shall indicate a CUT, finished
blowing temperature (FBT) and flash point. Asphalt types and temperature ranges
shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building
Code.
16. . Insulation may be installed in multiple layers. First layer shall be attached in
compliance with Product Control Approval guidelines. All other layers shall be
adhered in a full mopping of approved asphalt at an application rate of 2S1bs/sq. t
15% or mechanically attached simultaneously with the top layer.
17_ Pre- assembled cap nails may only be used for termination of fully bonded surfaces
such as mechanical termination at wood blocking, head and side. laps, and base
flashing terminations. Cap nails shall not be used for the mechanical attachment of a
base sheet_
I8. The submission of system specifications and details` shall accompany the Section II
Building Permit Application. This information is available in the publications listed •
• in the "System Description" on page 2 of the Product Control Approval_ The
submission of these documents, as well as the proper application and installation of
all materials shall be the sole responsibility of the contractor.
19. All insulation standard panel sizes are acceptable for mechanical attachment. When
applied in hot asphalt panel, size shall be 4' x 4' maximum_
20_ A plastic locking stress plate shall bc used in all two layer foam, fiberglass or
rockwool applications where both layers are mechanically attached with a single
attachment assembly_
21_ Al: s :ngl: 'avers of Fberg! ass insulation shall be tneeaanuially attached with a
locking plate asset,tb :y.
vil Cian.c,nd, T.E.
�J�
General Limitations:
Product Control No.: 94
All asphalt shall comply with ASTM D 312 requirements. All proposed asphalt
producers must be approved by tote applicant.
Fire ratings a're determined by a combination. of slope, deck typc and assembly.
Refer to current Undenvriters Roofing Materials Directory or other fire testing data
listed in the testing file. Fire ratings shall be in compliance with Sections 3401.5 and
3401.6 of the South Florida Building Code.
3. Maximum slope range shall vary for each system; consult lntec/Permaglas Roofing
Systems specifications for compliance with design criteria for each project.
4. An overlay /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 bast sheet may be applied using spot mopping with approved
asphalt, 12" diameter. circles, 24" o.c.; or strip mopped 8" ribbons in three rows,
one at each sidelap and one down the center of the sheet allowing a continuous arcs
of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed
every IT in each ribbon to allow cross ventilation. Asphalt application of either
system shall beat a minimum rate of 12 Ibsisq_
5. Any amendments to these provisions shall be in compliance with Sections 203 and
204 of the South Florida Building Code.
6. All .work shall be performed by a Contractor licensed to do roofing work in Dade
County. Contractor shall be familiar with the details and specifications published by
the manufacturer.
G :I Diamone, N.�.
S9
7. In re- roofing applications, moisture content in an existing built -up roof must be in
compliance with Section 3401.9(c) of the South Florida Building Code.
8.. Prior to application, all existing roof surfaces used as a bonding substrate shall be
tested for uplift resistance in compliance with Protocol PA 124 to the calculated
Design Pressure of the roof deck.
9. If required, any Factory Mutual Approved vapor barrier in conjunction with
proprietary or approved adhesives may be used_
10. Perimeter and corner areas shall have an increase in fastener density for both
insulation ?nd base sheet in compliance with PA 117 of the South Florida Building
11. • All perimeter and nailer metal profile design shall .conform with Dade County
Protocol PA 111 of the South Florida Building Code.
12. Flashings shall be :ns accord•ng to the manufacturers standard details, and may
be applied in cold application adhesive, hot a It o/ 'e an approve orch
41/ Mineral Surt ce /4 Ply Roof
'f
- With Nailable Deck
• - • SPECIFICATION NOS. M- 04TP -N, M- 04SP -N'
ASPHALT IWOPLIES rOUGuuPt Y Ic
NAIL DECK
MATERIAL REOUIREMENTS
SPECIFICATION NO. M- B4TP -N
(Eligible for 12 Year Premium Warranty. Zone A)
MATERIALS:
Mechanical Fasteners - as required
INTEC /PERMAGLAS ULTRA BASE 2 - 1 Ply
INTEC /PERMAGLAS TOUGH PLY IV - 2 Plies
INTEC/PERMAGLAS ULTRA CAP
Asphalt - as required
Accessories and Flashing Materials as required
APPLICATION RECOMMENDATIONS
ROOF DECK shall be firm. dean. dry and smooth. All membranes shall be
applied so the flow of wi:ter is over or parallel to, but never against the laps.
INTEC/PERMACIAS ULTRA BASE Lap2' (5 cm) on sides, 4' (10 an) on ends
and tum up to top of the cant. Nail on 9' (23 cm) centers through the laps and
on 18' (45 cm) centers along a line 12' (303 cm) from each edge. VALLEYS
AND WATERWAYS shall receive an extra layer of TOUGH PLY IV which shall
be at least 36' (91 cm) wide and shall extend at least 8' (20 cm) up the inclines
out of the valleys, set in a uniform mopping of hot asphalt, optimum of
25 lb/square (1.2 kg/m This ply shall be laid prior to the application of the
roofing plies. INTEC/PERMAGLAS TOUGH PLY IV end laps shall be at least
4' (10 cm) and adjacent end laps shall be at least 12' (30.5 cm)apart. Install two
plies of TOUGH PLY IV' in shingle fashion, lapping 19' (48 cm) with a
1r (43 cm) exposure. Starter strips of Wand 36" (45. 91 cm) shall be llsed and
the second full sheet shalt be laid a maximum of 16' (41 cm) exposure. Embed
the full width of each ply sheet in hot asphalt, optimum of 25 lb/square
(12 kg/m Each ply shall be lightly broomed as it is applied. Tum up all plies
to top of cant. INTEC/PERMAGLAS ULTRA CAP shall be cutinto maximum 18'
(5.48 m) lengths. the length depending upon temperature and weather condi-
tions, and allowed to relax. Embed ULTRA CAP intoa uniform solid mopping of
hot asphalt, optimum of 25 lb/square (12 kg/m Set neatly in place with 2'
(5 cm) side laps and 6' (15 cm) end laps. Adjacent end laps shall be at least 3'
(91 cm) apart There mustbe complete adhesion between the ULTRA CAP and
the mopping asphalt. Apply extra pressure to avoid creating open channels,
where three or more membranes are lapped BASE FLASHING: All warranty
roof systems must be flashed according to the 'Flashing Details', Section 7.
All of the Recommendations and Application Techniques set forth in this
manual are considered pan of this specification.
' NOTE TO SPECIFIERS: SUPER PLY ('SP') may be specified in Zone A
only (See Zone Map pg. 36). To specify, call out specification M- B4SP -N
and use the words SUPER PLY in place of TOUGH PLY IV wherever they
appear in this specification.
2 Permaglas Bondable Base Type 28. Combination Base, Flex Base30, Type
40 Smooth or Permavent may be substituted for Uttra Base.
Mineral Surface /3 PIy Rao
With Nailable Dec
SPECIFICATION NOS. M- B3TP -N, M -B3SP'
ASI'IIAL r ONE PLY TOUGH PLY Iv
ONE PLY
UL rRA BASE
MATERIAL REOUIREMENTS
SPECIFICATION NO. M- B3TP -N
(Eligible for 10 Year Standard Warranty. Zone A)
These specification are eligible for a.. INTEC'. PER: 4AGLlS RC OFING '.WARR/ VTY, ✓ • e I a M I )pir:on '1 an . ^Irt o.ized r'eclPeen2'tas Ins.K•:10r. an 'Onditions to out anent•
Systems Manual' have been mit a.ld h.e p,btisaeo recaa emen.. o1 imp.enw:ntir.g a 'Bu:.I.up l:ool..x) War. 3nty' have t eer-oor ipleted.
IVTE /FER 14ACLA
Coo1,nr• and W-3'erpro'rng Svsrems
52
LILT n CAP
NAILABLE DECK
MATERIALS:
Mechanical Fasteners - as required
INTEC/PERMAGLAS ULTRA BASE • 1 Ply
INTEC/PERMAGLAS TOUGH PLY IV - 1, Ply
INTEC/PERMAGLAS ULTRA CAP
Asphalt - as required
Accessories and Flashing Materials as required
APPLICATION RECOMMENDATIONS: • %-*
ROOF DECK shall be firm, dean, dry and smooth. All membranes shaffbe
applied so the flow of water is over or parallel to. but never against the IaF
INTEC/PERMAGLAS ULTRA BASEIap2' (5cm) on sides, 4 (10cm)onends
and tum up to top of the cant. Nail on 9" (23 cm) centers through the laps
on 18' (45 cm) centers along a fine 12' (303 cm) from each edge. VALLEYS
AND WATERWAYS shall receive an extra layer of TOUGH PLY IV which
be at least 36' (91 cm) wide and shall extend at least 8' (20 cm) up the •
out of the valleys, set in a uniform mopping of hot asphalt, optimiig
25 lb/square (12 kg/m This ply shall be laid prior to the application ci.
roofing plies. INTEC/PERMAGLAS TOUGH PLY IV end laps shalabeai
4'( 10 cm) andadjacent end laps shall beat least 12 '(30.5 cm) apart. Inst fl
ply of TOUGH PLY IV in shingle fashion, lapping 2' (5 an) with'a
(86cm)exposure. Embed the fultwidthof each ply sheet in hot asphalt;
of 251b ✓ square (12 kg/m Each ply shall be lightly broomed as ft is'
Tum all plies up to top of cant. INTEC/PERMAGLAS ULTRA CAP shad be
into maximum 18' (91 cm) lengths, the length depending upon temperature
weather conditions, and allowed to relax. Embed ULTRA CAP into a`urkam
solid mopping of hot asphalt, optimum of 25 lb/square (12 kg/m Set heal
place with 2' (5 cm) side laps and 6' (15 cm) end laps. Adjacent end lape
be at least 3' (91 cm) apart There must be complete adhesion •
ULTRA CAP and the mopping asphalt. Apply extra pressure to avoid t •
open channels, where three or more membranes are lapped BASE FLAS
ING: All warranty roof systems must be flashed according to the 'RasF7i ng
Details', Section 7.
r , :�,..
All of the Recommendations and Application Techniques set forth in th7
manual are considered pan of this specification.
' NOTE TO SPECIFIERS: SUPER PLY ('SP') may be specified in ZoiieA
only (See Zone Map pg. 36). To specify, call out specification M- B3SP=`f .
and use the words SUPER PLY in place of TOUGH PLY IV whereverttiey
appear in this specification.
2 Permaglas Bondable Base Type 28, Combination Base, Flex Base30
40 Smooth or Permavent may be substituted for Ultra Base.
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU)— Continued
Surfacing: 1 layer Type G3 Permanias - ulna Cu a Sheet". hot mopped.
Deck: C. 1 5/32
Inwr e Lion IOpt:ondk Glaze Ibex faced Incline: 2
libel ella, ot.pert.te (Op io th:c4 urethane- phenolic. partite /urethane composite.
Bea* S y thickness. optional taped joints, mechanical) pOLto. glass
Met: Type G2 Permaglas base sheet - 28 Y pec or hob n mopped... o
- Ultra Base - 7 r.su1-Base . •-T "'Bondable Base Type -. e chm t aet 0 lly s case spot spot atached or hot - Type 40 Smooth' or - Type 45 Smooth
Ply Sheets: 2 fa �� Y secured,
Yens Type Gt Permagtas Ph sheets - ••Uhra Ply VI-, Tou ply IV or - Super
Ply hot mopped.
7 Deck: 15/32
g: 1 layer Type G3 Permaglas - Ultra Cap Sheet" hot mopped.
r Insulation
• Incline:3
iOptionetk Glass fiber faced urethane, pedite /urethane composite glass fiber or
perlite, 3 in. marl, optional taped joints, mechani
PIS Sheets: 4 or morcy secured or Art mopped Ply - , hot mopped. Type GI Permaglas ply sheets - 'Uhra ply VI C - Tough Ply IV or
• Surfacing: Gravel or slag.
8. Deck: NC
Insul Insulation (OPtiorta/k Glass Atccnec 2
a , 3 in. marl fiber faced urethane. D$ecu/urethane composite, glass fiber or
d
rag: 1 layer G 3 Per saw Jftra Ca p mechanically secured mopped.
hot mopped.
9. Deck: NC
Surfacing: Sys - l/hra Cap hoc mopped
Insulation (Ovtionatk Glass Aber faced urethane. ncline 1/2 -
Derhte. 3 in. mac. to ethane Perlite/urethane composite, glass fiber or
Ply Sheets: 2 or mor taped ts' ot mechanically secured or h mopped.
Suug Ply hot mopped e^^a9ys ply sheets - 'Uhra Ply VI"', Tough Ply !V or
hot mopped layer Type G2 cap sheet. Permagys Type 40 SnwWt or Type 45 Smooth',
10. Deck C.15/32 .
Insulation (Optionalk ryas fiber faced urethane. Ineutec 2
partite. 3 ire mac. optional taped joint c.,mecltanicel17 penile/urethane e ed c hot composite. ppedd glass Tiber or
Base Sheet Type G2 Permeates base sheet - Y secures a hot mopped. Base • Insu•'Pase : -Type 40 Smooth' -Bondable Base Type -, : - Combination iall Base
spot
attached or has rnppped, - Type 45 Smooth-, mechanically secured.
- Super Ply-, Typo GI Petmsglas ply sheets -
hot mopped
Ply
hre Ply 1l1 : Tou Ply M or
1 1. Deck 615 /32 layer Type p p Cap Shat :hot mopped,
Insulation i (Oppt ne fiber fac m8
ed urethane, pte /Walh
s alla composite, glass fiber or
Ply Sheet= 4 matt optional taped joints,. mechanically secured or hot • mopped '
Super Ply hot mopped. (mss Type GI `Pertnagys ply sheets - - Uhra . Ply VT, Tou Ply i►/•' or
• Suttadmm 1 layer Type G3 Pennag -Lire Cap Shed mopped. , hot mop,
1 2. Deck C-15/32 _
partite. ( pd optional taped r f mechanically O" /ur ethane composite,, glass fiber or
- Base Sheet Type G2 Pew base ht - nd scored or hot 28; topped
. - Ultra Base - Insuj.g : 'Type 40 Smoot - - a y 45 a - Combination cuss
spot attached or mechanically
,ply Sheet= 1 ntoODed' -• - ttteclanice secured. TYPe G1 Peirce
Ply hot mopped. -a Ply vr. Tough Ply ({T Or 'Super
Surrealism layer Type G3 P e '
13. Deck C- 15/32 • Cap Sheet; hoc mopped .
tional taped joi rth �(k Glass ' sawed composite, glass fiber or partite. 3 in- max ol>
Base Sheet Type G2 Pennagys - base rno�ODed.
- aJra Base 'lnsld.8e ; Type 40 sheet - Bondable Base Type 28- - Combination Base .
spot attached or hot mopped, n1Opth or Type 45 Smooth :- mechanical/sr secured,
Ply Sheets: 2 or more layers Type G7
- Super
f i � • loot mopped. P ag ph' sheets - - Ultra Pty VI : 'Tough Ply M' or
14. Deck C-15/32
Su layer Type p Pe gfas Tlltra Cap Shed, bpi frogged
Base Sheet Type G3 Penns led 1 .
Ply Sheet One 6 glas 'hra Cap Sheet nailed. ne or two' grad Type GI Te*mti :
Surfacing: Type G3 Penlisgfas "Ultra Cap Sheet
15. Deck C-15/32 ..
Auulatiore Glass fiber f �� . .. Incliner 1/2
fn n. mist optional lass to aced one' t erktrJuretharte composite. glass fiber or
•
16 i Sheet d a Job: mechanically secured or hot mopped. partite, 11/
Ik Type G2 Permaglas
ase
nation
secured. spot attached ore ? ° � : Sm°pih . a 'Mendable
r ed 7Y0e 45 e S mooth ?mechnn mechanical-
Y Sheet= 2' or more
`Super Ply : hot moppe R Type GI Permagys ply sheets- - Ultra Ply VI: Tough Ply ►V•' or
Surfacing: 1 layer Type G Permtigbe - Ultra Cap Sheet; hot mopped. . .
16. Deck: NC • .
Insulation (Olstionalk -Onte•orntore
any thickne layers M i t t , or need s combination of the following,
fib
Ply Sheet One �� fiber, wood fiber.
rte or moss pres of - - Peres - P
eo ronfinp aroheft. e - - -- . . . .r Ply -f . t : : 4 -. r,d Polyester re tr Imbedled 7n
' Surfecng: Gray-el or. crrshed z:on • 4 0 . . tb . so * or s . at 300 � •j Ir roofing asphalt ,I
or 'onset led. _
I,. De ^1e. "7 ! a ., p .a: ..
Ply. Sha4 t • On. or non Dfies•of = penny : • y Ply Incliner 3/2 o • • •
- conventional roofing asphalt '-,,::•:: :-..,-- Sheet spunbmtdDOfyestar fah. imbedded in
crushed stone applied et 500•1bs/sp aDprad.in'a flood coat- , --
MATERIALS (TEVT)
( Continued
m e m system /lase sheet pl an shall fie n+ accn.d.
nn /membrane .onl.ng system
Incline: See note
d wnh 1 in. minimum thick nothle or wood fiber,
CR. CSPE. NBP. PIP or Pi%C membrane suitable lot
:ame as that lot the original insulation /membrane
tt of membrane, and surfacing el membrane shall
had for mem brane /insulation - fooling system.
I— Mechanically Fastened
Incline: See note
with 1 in, minimum thick penile or wood fiber,
EPOM NBP, PIB or PVC membrane suitable for
me as that for the original insulation/membrane
: of membrane and surfacing of membrane shall
ed for membrane /insulation roofing system:
=C INC, CORVALUS R6529 (N)
applied with the
t 28-. -Combination a down alter-.
Combination Base'", . ' Base". "Insul-
the following Class A. 8 or C systems. Type G1
ir
9 "Ultra Ply vr in these systems.
t ermaglas base sheets specified in the following
oofing asphalt in Class A insulated or uninsulat-
coated glass fiber mat and surfaced with gray-
-s a bottom layer in the following Class A. 8 or
the insulated systems described below. Where
to may be utilized as an ahemate in the same
product listed below,.. .•
'rd and ^ USIROC Ca ,.s:
ducts fisted in a Pboa in sulation pied.
MOT ROOFING ASPHALT
system.
ASPHALT
ing - Penns Poly Ply Sheer may utilize any
lion is ocyanurate/Perlite, hot mopped or me.
)rte 2
'ridable Bale Type 28'. - Combination Base
- Type 45 Smooth -,• mechanically secured,
_ - - Uhra Ply vr. Tough Ply IV' or 'Super
- ;heel-. hot 'mopped.
Iodine: 3
Partite/Methane composite, glass fiber or
y secured or hot mopped.
dable Base * Type 28-. - Combination Base,
- type 45 Smooth-, mechanically secured.
- sheets - 'Uhra Ply VI 'Tough Ply or
.Incline: 3 . • • ...
-write/urethane composite, glass fiber or
secured 'or hot mopped.
sheets - - Ultra Ply VI - Tough Ply 1V of
Incline 3
bte Base Type -287; -Combination Base;
:pis 45 Smooth :' :mechanically secured, .`.
heats - -Ufua'Ply V1 ,, - Tough - Ply IV'. or
•
iite/urethtlne composite,' glass fiber or
•cured'or hot' Mopped
:
- Bondable•8ase Tyne 28•', - -Combi -.c
oa iincType -45 Smoothes mechani.
'e>s� UltraPlyV(' % !;Tougb.Ply'11ror •;
DUCT
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building ✓`""
Architect
Contractor
or Builder
Legal
Description
Address of
Building
❑° PERMIT N9 333
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
c
Work to be performed under this Permi
9•` . .. F.
Bl.
Subdi-
vision
Value of
Project $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the 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 assume§ 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'' ` <� BY:
1 F
DATE 1 ` 19 "
Contractor's
License No.
Amount of
Permit $
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:I myself, my agent, servant or employee.
v
BY AUTHORITY
ABBOT PRINT
State work to be done and purpose of building (by floors)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date , 19
Owner's Name and Address.._ .Chal'1es._11anday No.__55 N. E, Street99th St.
Registered Architect and /or Engineer
Name and address of licensed contractor Brady Roofing Tiles Mfg. Co. - 2955 N. W. 73rd St.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done,5 K 11 - E.
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering Tile
Estimated Total cost of improvements $ 780 .00 Amount of Permit $5
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 e plover
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Su ! Jeinent,
and has complied with the provisions thereof, and will require similar compliance from all contra ors r su contractors employ /by him
in the work to be performed under this permit; and will post or cause to be posted for i spection th sit of the work such pu lie notice
or notices as are required by the Act. The undersigned agrees to employ only such sub:��ntractor, / on o /t6 be perform rider this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
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.
99th St.
Reroof: 30 -90 -Tile
Permit No cS 3 Date ( `� Read, Sworn to and Subscribed before me.
Disapproved Da
( Signed) ._
Bu ding Inspect
Notary Public, State of Florida
My Commission Expires
NNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
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 , 19
Charles Manday No. 55 N. E. Street 99th__.St_.
Owner's Name and Address y
Registered Architect and /or Engineer
Name and address of licensed contractor Brady Roofing & Sheet Meta. - 29 5__ _.._ ?!1..__7 rd.._Street
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done. 55 N. E. 9 9th Street
State work to be done and purpose of building (by floors)
New Building Remodeling Addition X
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 1 35. 00 Amount
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 emplo
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Flori.: , ennanent Sup plem
and has complied with the provisions thereof, and will require similar compliance from all contractor r ub -c ctors employed
in the work to be performed under this permit; and will post or cause to be posted for i ection on ft * s to of work such publ'
or notices as are required by the Act. The undersigned agrees to employ only such s .• ntractors, performed
permit, as are licensed by Miami Shores Village.
Remarks (Signed
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ackno ledgments, 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
Disapproved
(Signed)
MIAMI SHORES VILLAGE
Repairs No. of Stories
builtup
of Permit $.5.
4 117 Date 7 3c, Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
PLANNING BOARD DATE
Chairman
Member
Member ..
Council Approved Date Disapproved
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice
materials and /or workmanship.
and for no other purpose.
Bui ing Inspector My Commission Expires
Member
Member
Member
Date
has been obtained from
for inspection or faulty
.' 1;L--L-
MIAMI SHORES VILLAGE, FLA.
JOB
ADDRESS
t rd /e) : 4r► A
,ss" ,)
INSPECTION
2 C. < ��J
TIME READY Poi4 - / ? -
REMARKS: Mg '"
INSPECTOR
MIAMI SHORES VILLAGE, FLA.
JOB 4/09,0 � _
ADDRESS�� c_
INSPECTION 'Tt c a =4,,,,
TIME F{ ADY w —
REMARKS:
INSPECTOR
9� A S Y
T9 5458
DATE
N9 5443
DATE