ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE I i 1
Date 1 //9/00 Job Address /0 9.2 ,lJ 9 y Tax Folio 1 5 1 0 � $ 1. ; 1 4
Description 0 r y
ILegal Ph 1 Historically Designated: Yes 1 . No
.--" DI..essee /Tenant S. E , Z . eo i s Tit a c i/o A)
J 1 tiC Master Permit # y s' s" S 3" 95ij
Owner's Address / / a / /tit / 7 8 r-e % ,!Q .
Contracting Co. K00/ .77/f S S C. A /. S Address 1.2 0 / N /8'-" S7
Qualifier tEi.rA /l) t) A b4 /J■Q SS# .?( Phone j7. • .22 3 • o0o S'
X 1.,'12
State # CC p S 7 9/ 3 Municipal # Competency # Ins. Co.
Architect/Engineer N/4 Address
P 30S • 4.5.2 • a S OS
Bonding Company n/ //I Address
Mortgagor N/A Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHHANICAL OOFING PAVING FENCE SIGN
WORK DESCRIPTION 30/ f o a et f /17 t n/ % .Qo mi % ; /l • 6 % f C S %.! % f
e 9k e 77/eoac /1- 179/9 Al 0.v T'i /f 7 A/7
/
Square Ft. 3 3 of 3 5'q , F Estimated Cost (value) /0 S/ 5/ ° g
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Mechanical
APPROVED:
Zoning Building✓i *NM
Signa of Contractor or Owner - Builder
/
o : as to Contractor •r Owner -Buis
My Commission
tJ
FEES: PERMIT �U ` 'J RADON C.C.F. NOTARY BOND
Electrical
Date
es: 1 p„ KATHLEEN JOHNSTON
711 'o-:` ;} MY COMMISSION # CC 899354
EXPIRES: January 3, 2004
',.•` Banded Thor Notary Public Underwriters
Plumbing Structural Engineer
Ft.
Deck type:
DETAIL 1 & 2
*Includes Mortar and Adhesive Set Tile
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
Contractor's Name: Foo/ /.JE - 5? Job Address: /O$ y Si.
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- -Set Tile) * 'CA • o a
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Reofs\Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
giNew Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (fl "6 Sloped Roof Area (ft 3 3 9 Total (it) 3 3 9 3 Master Permit No. ySS 9S
Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7-88 table 1) :
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
v
T
v
ATTACHMENT
Ft.
Fastener Type: / R/ N C s#,4/ he _
A NA/!S .. cjfd /s /8 7 i" CA
SPACING
p I/ N
Field: C! O. G� Perimeter: G . 0' C Corner:6 O. C
r
PROCESS No.
ROOF PLAN
Ridge Ventilation?
1 AIM 1
NEANHExzr a 3.0
Deck type:
z Underlaymen
Iasniadon:
Appendix. "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
ROOF SLCPY
DETAIL 3.
SLOPED SYSTEMDESCRI
Fastener type & spaei
1
Cap Sheet:
Roof Covering:
Drip edg
ATTACHMENTS REQUIRED
I) 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
TILE CALCULATI ONS
(P max 1:7 2.3 x (Aerodynamic Muitipiier):4 . 9 ) - M G ' = M / 9S PCA: “.4 -
(Pmax2: 52.7 x X. (Aerodynamic Multiplicr):D . a 9 ) - M G .S = M Y PCA: la • 6
ao, y 86.G
(Pmaz3: S ?.? x71 (Aerodynamic Multiplier): O. a 5 ) - M G•S = Mr3• PCA:
24593
Custom Residence
REVISED
5/12
1/16 " = 1' -0"
Two Story
MSF
10 -8
16' -11"
6' -3"
Note: See proposal to determine
what is and is not included,
and for any options
43'- 0"
33'- 3"
1 _I
15'- 2" 15 0„ a +T _ 4 „
16'- 0"
•
19'- 4"
T- 6'
24'- 5"
REcENED OCT 1 5 1228
MIAMI - DADE MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 98- 0717.01 Renews No.:95- 0630.04
EXPIRES: 10/01/01 Raul Rodriguez
Chief, Product Control
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
CONTRACTOR LICENSING SECTION
(305) 375.2527 FAX (305) 375-2558
PRODUCT CONTROL NOTICE OF AC.CEPTANCVNTRAcTOR ENFORCEMENT SECTION
(305) 375.2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372-6339
Entegra Roof Tile Corporation
1201 NW 1 Street
Pompano Beach, FL 33069
Your application for Product Approval of:
Entegra Nail -On, Mortar Set or Adhesive Set "Estate " 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 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 Office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 -10 and the standard conditions on
page 11.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance
Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's
plant for quality control testing. If this product or material faits to perform in the approved manner, the
Building Code Compliance Office may revoke, modirv, or suspend the use of such product or material
immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is
determined by the Building Code Compliance Office that this product or material fails to meet the
requirements of the South Florida Building Code.
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Office and approved by the Building Code Comm' - tf•e used in D, ae County,
Florida under the conditions set forth above.
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Annroved: 10/08/98 1 Metropolitan Dade County
ENTEGRA ROOF TILE CORPORATION
Applicant:
Entegra Roof Tile Corporation
1201 NW 18` Street
Pompano Beach, FL 33069
CateQorv:
Sub- Cateaorv:
Tvoe:
Sub -Type:
Product
Entegra "Estate"
Trim Pieces
Product
430 Felt
4.13 Coated Base
Sheet
Mineral Surface
Cap Sheet
Rainproof 11
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Prepared Roofing
Low Profile Tile
Nail - on/Mortar Set/Adhesive Set
Concrete
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Test
Specifications
PA 112
Dimensions
1 = 16 ' /_"
w= I3"
%" thick
1= varies
w = varies
varying thickness
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
Dimensions
N/A
Test
Snecifications
ASTM D 226
type II
N/A ASTM D 2626
N/A
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
ASTM D 249
PA I04
Page 2 of 11
Product
Descrintion
Saturated organic felt to be
used as a nailed anchor
sheet.
Saturated and coated
organic base sheet for
single or double ply
underiayment.
Mineral surfaced asphalt
roll roofing for use as a top
ply in a double ply
underiayment system.
Single ply, nail -on
underiayment with 2" self -
adhering top edge.
Product Control No 98- 0717.01
Product Control No.:
Approval Date:
Expiration Date:
98- 0717.01
10/08/98
10/08/01
Product
Descrintion
Low profile, interlocking, high pressure extruded
concrete roof tile.
PA 112 Accessory trim, concrete roof pieces for use
at hips, rakes, rides and valley terminations.
Manufactured for each tile profile.
Frank Zuloasa RRC
1'1 _ _ _ T _. J .
Manufacturer
generic
generic
generic
Protect -O -Wrap, Inc.
with current PCA
' ENTEGRA'ROOF TILE CORPORATION
Product
ice and Water
Shield
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteT" ")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar
41140 ")
Roof Tile Mortar
( "BONSAL® Roof
Tile Mortar Mix ")
Roof Tile
Adhesive
(Polypro® AH160)
Hurricane Clip &
Fasteners
Dimensions
36" x 75' roll
vertical
min. 1 "x4"
horizontal
min. 1" x 4" for use with
vertical battens or
min. 1" x 2" for use
alone
min. 8d x 2'/" or
min. 1Od x 3"
48 x 21/" long
0.335" head dia.
0.13 1" shank dia.
0.175" screw thread dia.
N/A
N/A
N/A
N/A
Clips •
min.'/" width
min. 0.060" thick
Clio Fasteners
min. 8d x
Test
Specifications
PA 103
Wood Preservers Salt pressure treated or
Institute LP • 2 decay resistant lumber
battens
PA 114
Appendix E
PA 114
Appendix E
PA 123
PA '123
PA 123
PA 110
PA 114
Appendix E
Page 3 of 11
Product
Description
Self - adhering underlayment
for use as a top ply in a rwo
ply underlayment system
with Approved 430 or 443
as the base layer.
Corrosion resistant, screw
or smooth shank nails.
Corrosion, resistant, coated.
square drive, galvanized,
coarse thread wood screws
Prepared mortar mix
designed for mortar set roof
tile appiications.
Prepared mortar mix Quikrete Construction
designed for mortar set roof Products
tile applications. with current PCA
Prepared mortar mix
designed for mortar set roof
tile appiications.
Adhesive designed for use
in roof tile applications.
Corrosion resistant
bronze, aluminum,
stainless steel,
galvanized steel or
plastic attachment clips
for supplemental tile
attachment. Clips are
installed with corrosion
resistant roofing nails
compatible with the clip.
A hurricane clip is
required on al
eave tiles.
Product Control No 93- 0717.01
Manufacturer
W.R. Grace Co.
with current PCA
Bermuda Roof
Company, Inc.
with current PCA
W.R. Bonsai Co.
with current PCA
Polyfoam Products,
inc.
with current PCA
generic
generic
generic
generic
Frank Zuloaga RRC
ENTEGRk ROOF TILE CORPORATION Product Control No 98- 0717.01
Test Aeencv
Redland Technoiocies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Appiied
Engineering, Inc.
Redland Technologies
Redland Technologies
EVIDENCE SUBMITTED
Test Identifier
7161 -03
Appendix 1I1
94 -034
94 -060B
23- 7094 -1
25-7094-7
25- 7094 -4
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
7161 -03
Appendix II
Letter Dated Aug. I, 1994
Redland Technologies P0631 -01
Page 4 of 1 I
Test Name /Report
Static Uplift Testing
PA 1 PA 102 & 102(A)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck, New
Construction)
Static Uplift Testing
__ -- PA 102 •
(4" Headlap, Nails, Barrens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover /Reroo f)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws. Battens)
Static Uplift Testin=
PA 102
(I Quik -Drive Screw, Direct Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 103 •
(Nail -On)
Static Uplift Testing
PA 101 (Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 103 (Mortar Set)
Date
Dec. 1991
May 1994
March, 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
ENTEGRA ROOF TILE CORPORATION
Test Aoencv
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Professional Service
Industries, Inc.
Professional Service
Industries, Inc.
Test Identifier
PO402
Project No. 307025
Test 4MDC -76
224 -47099
383 -87003
395 -20004 -194
Page 5 of 11
Product Control No 98-0717.01
Test Name /Renort Date
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Physical Properties
PA 112
Physical Properties
PA 112
Oct. 1994
Sept. 1994
Sept. 1 994
June 1998
ENTEGRA ROOF TILE CORPORATION Product Control No 98- 0717.01
Deck Type:
Deck Description:New construction 19 /37" or greater plywood or wood plank.
SYSTEM A:
Slope Range:
Underlavment:
Vertical Battens:
Horizontal
Battens:
Roofing Tile:
Comments:
Deck Type:
SYSTEM B:
Slope Range:
Underlavment:
Roofing Tile:
Comments:
Wood, Non - insulated
Counter -Batten Application
1 ":1" 7 " to 7 " :12"
Note: Counter- Batten, as noted below ,are required for slope range 2 ":12"
to less than 4 "12 and are optional for slopes of 4 ":12" to 7":12". For
slopes exceeding 7 ":12,.refer to System C.
Install underlayment system in compliance with Miami -Dade County Roofrinsz
Application Standard PA 1 18.
install vertical battens in compliance with Miami -Dade County Roofing Application
Standard PA 118
Install horizontal battens in compliance with Miami -Dade County Roofing
Application Standard PA 118
Install tile in compliance with ivliami -Dade County Roofing Application Standard PA
118. (See "Data for Attachment Calculations" included in this Approval.)
I. For re -roof applications. 10 /32" plywood is an acceptable substrate.
Wood, Non - insulated
Deck Description:New construction 19 /3," or greater plywood or wood plank.
Direct Deck Application
SYSTEMS
SYSTEMS
4":1" to 7 ":12"
Note: System B is only acceptable in this slope range. For slopes less than
4 ":12 ", refer to System A. For. slopes in excess of 7 ":12 ", refer to
System C.
Install underlayment system in compliance with Miami -Dade County Application
Standard PA 118.
Install tile in compliance with Miami -Dade County Application Standard PA
120. (See "Data for Attachment Calculations" included in this Approval.)
1. For re -roof applications,
1 x'32' plywood is an acceptable substrate.
Page 6 of 11
Frank Zuloa_ta RRC
ENTEGRA ROOF TILE CORPORATION Product Control No 98- 0717.01
. Slope Range:
SYSTEMS
(CONTINUED)
Deck Type: Wood, Non- insulated
Deck Description:New construction 19 /2" or greater plywood or wood plank.
SYSTEM C: Horizontal Batten Application
4 ":12" or greater
Note: Horizontal - Batten, as noted below , are required for slopes in excess
of 7 " :12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes
exceeding 4 ":12, refer to System A.
Underlayment: Install underiavment system in compliance with Miami -Dade County Roofring
Application Standard PA 119.
Horizontal Install horizontal barrens in compliance with Miami -Dade County Roofing
Battens: Application Standard PA 119
Roofing Tile: Install tile in compliance with Miami-Dade County Roofing Application Standard PA
119. (See "Data for Attachment Calculations" included in this Approval.)
Comments:
Slope Range:
1. For re -roof applications, 1 5 /11" plywood is an acceptable substrate.
SYSTEMS
Deck Type: Wood, Non - insulated
Deck Description:New construction 19 /; -:" or greater plywood or wood plank.
- SYSTEM D: Mortar or Adhesive Set Application
2 ":12" to 7 ":12"
Note: System D is only acceptable in this slope range. For slopes in excess or
7 ":12, refer to System C.
Underlayment: Install underlavment system in compliance with Miami -Dade County Roofring
Application Standard PA 120.
Rooting Tile: Install tiie in compliance with Miami -Dade County Roofing Application Standard PA
120. (See "Data for Attachment Calculations" included in this Approval.)
Comments: 1. For re -roof applications, 1 5 '32" plywood is an acceptable substrate.
Page 7 of 11
Frank Zuloatta RRC
D nnren D.nra.,nr ! C•nn,:nor•
i
' ENTEGR. ROOF TILE CORPORATION Product Control No 93- 0717.01
1. Fire classification is not part of this acceptance.
A
SYSTEM LIMITATIONS
?. The standard minimum roof pitch For Entegra's "Estate ". low profile tile shall comply with \iiami-
Dade County Roofing Application Standards PA 113, PA 119, and PA 120, depending on the
method of installation.
3. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter
larger than that of the pre- formed holes in the tile.
System installation shall be in compliance with the system specifications outlined in this Product
Control 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 113 or PA 127. The tile profile listed herein has been
tested For both wind characteristics and static uplift performance , therefore, attachment calculations
for installation in compliance with PA 115 or PA I27 shall be done as an'Ivloment Based System'
5. For mortar or adhesive set tile applications. a field static uplift test by a Dade County accredited
testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed.
6. For tile applications, 30/90 hot mopped underlavment applications may be installed perpendicular to
the roof pitch unless stated otherwise by the underiayment material manufacturer's published
literature.
7 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
S. Applications for roofing, permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of Ente__ra'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,.
9. 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.
Page S of 11
Frank Zuloaza RRC
Table 3 -A: Attachment Resistance Expressed as a Moment - tMf(ft -lbf)
from PA 102 Testing
Tile
Profile
Tiic
Application
Two (2) 10d x 3" long nails
Entegra Estate Tile
.,.. ..
Direct Deck New Construction
(min. 19 /31" plywood)
67.50
Direct Deck Recover /Reroor
(min. 15 /3," plywood)
43.00
Battens New Construction
._. . .. _ . _.. .
50.90
Table 3: Attachment Resistance Expressed as a ivloment - Mr(ft -lbf)
for Nail -On Systems
Tile
Profile
Tile
Application
Approved
Nails
Approved
Screws' •
Approved
Field CIip
With:
Approved •
Eave Clip
With:
1 nail
2 nails
I screw
2
screws
I nail
2 nails
1 nail
2 nails
Entesra Estate Tiie
IU
Battens
4.10 7.10
2 2.90 49.10
2 4. 2 0
34.80
2 32.20
Direct Deck
1 1.80 21.90 25.80 47.10
24.30
35.50
19.00 31.90
Table 2: Restoring Moments due to Gravity - M (ft -Ibt)
e
Tiic
Profile
,,. 2 „
3 .1_
' . 2 ,"
�, .1_
5 �,. 2,+
., .I_
,,. 2„
6 .1_
7 " :1 or
greater
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Entegra
Estate Tile
5.91
6.74
5,82
6.64 5.70
6.50
5.56
6.33
5.40
N/A
Table 1: Aerodynamic Multipliers - k (ft
PTiilele
X (ft3)
Batten Application
X (ft
Direct Deck Application
Entesra Estate Tile
0.27 ( 0.29
ENTEGRA ROOF TILE CORPORATION
Tile Profile
Ente__ra Estate Tile
DATA FOR ATTACHMENT
CALCULATIONS
uta noted In s Hol . u f or ins ion vltn a . le ncadtap.
2Approved screws are as noted in the 'Trade Names , or Products Manufactured By Others' and 'Profile Drawings'
sections of' this Approval. Clips on rave tile are not required for this attachment conti_uration unless the Required
Moment of Resistance exceeds the values noted above.
nc uu�uuuuon wi[n a I teaot ap Lslna two pproveo t uu x .i" tone polymer coated. corrosion resistant. rink shank
nails installed in manufactured holes located 2'/" from the head or the tile. Clips on cave tile are not required for this
attachment contiguration unless the Required Moment of Resistance exceeds the values noted above.
Table ;: Attachment Resistance Expressed as a tMoment- (ft -lbf)
for Mortar or Adhesive Set Systems
Tile Application
Mortar Set
Adhesive Set
Page 9 of 11
Product Control No 98-0717.01
Attachment Resistance
20.60
86.61
Frank Zuloaga RRC
Roofing Product Control Examiner
ENTEGRA ROOF TILE CORPORATION
Profile Drawing
Nail Holes
E.NTEGRA "ESTATE S"
Page 10 of 11
Product Control No 98- 0717.01
ENT GR4 ROOF TILE CORPORATION
Entegra Roof Tile Corporation ACCEPTANCE NO.: 98- 0717.0I
1201 NW 18` Street
Pompano Beach FL. 33069 APPROVED: 10/08/98
EXPIRES : 10/08/01
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1 Renewal of tliis Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documentation, including test supporting data, engineering
documents, are no older than eight (8) years.
Any and all approved products shall be permanently labeled with the manufacturers name, city,
state, and the following statement: "Metro-Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) Lithe 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, si_ned and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
=' Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing ofa revision application with appropriate fee) and granted by this
office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and
followed by the expiration date may be clispla2, advertising
Notice of Acceptance is displayed, then it shall bedoe in its entirety If If am potion of the
i A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
for
inspection at the job site at all times. The copies need not be resealed by the engineer.
S Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9 This Acceptance contains pages 1 through 11.
END OF THIS ACCEPTANCE
Page 11 of 11
Product Control No 98- 0717.01
Frank Zuloaga RRC
EtthrOean COklalft Wtia1Y149(74
- 5
(8 ItJrf, nixcrty wal)
7\ Iu AsCitit\9 [Alf 51 E1911104 1
99-00,-61 stz (05ttuction mmii 5InCi
P00 %OPE ..
Q.1261-flat F
9
/ 12
## ha spired - p
MOVE GUM Z-
22M
f 1.
"5 e 24
0.199
01.126. Vilfiffl 0-
12.61
f f.
rr.
11 9 c 52
0.116
Lawn
OLIZi. PEPSI 1-
"9.'5
1 19 @ 48
0.018
IVO' MIVIO/V5 Pr -
441.65
105
.
it
P9
N "2
I/
ti
n6 e 24
0.22
NU vestal j
arm 'Etat h-
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MASONRY.XIS
Page 1
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MASONRY.XIS
B4. MAP AND PANEL
B5. SUFFIX
B6. FIRM INDEX
B7. FIRM PANEL
88. FLOOD
B9. BASE FLOOD ELEVATION(S)
NUMBER
DATE
EFFECTIVE/REVISED DATE
ZONE(S)
(Zone AO, use depth of flooding)
0093
J
7 -17 -95
3 -02 -94
AE & X
8.0'
BUILDING OWNER'S NAME
ADDRESS
FEMA Form 81 -31, AUG 99
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1 - 7.
For Insurance Company Use:
Policy Number
Company NAIC Number
SECTION A - PROPERTY OWNER INFORMATION
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
1092 NE 94 Street
CITY
Mi ami Shores
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
TI II p
IJ NAD 1927 L NAD 1983
STATE
Florida
• • • •
•
•1
0
BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.)
Residential
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM:
( #00 - ##' - ##.##" or ##.##q## ° )
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
O.M.B. No. 3067 -0077
Expires July 31, 2002
ZIP CODE
33138
SOURCE: GPS (Type):
JJ USGS Quad Map IJ Other.
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER
120652
B2. COUNTY NAME
Miami -Dade
B3. STATE
Florida
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
IJ FIS Profile lad FIRM LJ Community Determined U Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: LJ NGVD 1929 J_J NAVD 1988 LJ Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? JJ Yes J_J No
Designation Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: JJConstruction Drawings* JJBuilding Under Construction* LNFinished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number '1 (Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, APJAO
Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from
the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion
calculation. Use the space provided or the Comments area-of Section D or Section G, as appropriate, to document the datum conversion.
Datum 1929 Conversion/Comments
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? jJ Yes IJ No
❑ a) Top of bottom floor (including basement or enclosure) 10 . 7 tom
❑ b) Top of next higher floor • _ ft•(m)
❑ c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) A
❑ d) Attached garage (top of slab) 10 . 0 8.00; E
❑ e) Lowest elevation of machinery and/or equipment m
servicing the building _ ft.(m)
❑ t) Lowest adjacent grade (LAG) 9 . —5_ ft.l i
❑ g) Highest adjacent grade (HAG) 9 .7 ft.(
❑ h) No. of permanent openings (flood vents) within 1 ft. abovr: adjacent grade
❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm)
HOWARD C. GAMBLE
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER
1683
TITLE Vice President COMPANYNAI TOUSSAINT & ASSOCIATES, INC.
6 0 NE. 126 St_ ee
CITY North Miami STATE_ ZIP CODE
33161
33161
SEE REVERSE SIDE FOR CONTINUATION
REPLACES ALL PREVIOUS EDITIONS
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
1092 NE 94 Street
CITY STATE ZIP CODE Company NAIC Number
Miami Shores Florida 33138
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR -F, Section C must be completed.
El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed –
see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is I i J ft.(m) I LJin.(cm) LI above or LJ below
(check one) the highest adjacent grade.
E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is
LLJ ft.(m) LLlin.(cm) above the highest adjacent grade.
E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? LI Yes L. No LJ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or
community- issued BFE) or Zone AO must sign here.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
G4. PERMIT NUMBER
COMMENTS
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below.
G1. LJ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the
elevation data in the Comments area below.)
G2. LJ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or
Zone AO.
G3. 1_I The following information (Items G4-G9) is provided for community floodplain management purposes.
G5. DATE PERMIT ISSUED
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
I Check here if attachments
—I Check here if attachments
G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
ISSUED
G7. This permit has been issued for LJ New Construction LJ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: . ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: . ft.(m) Datum:
I I Check here if attachments
FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS
FEB -16 -2001 08 42 ROOF TILE 561 221 9690 P.01/04
Roof Tie Specialists, Inc. -
819 South Federal Highway
Suite 103
Stuart, Florida 34994
(561) 223 -0005 (561) 221 -9690 Fax
FAX COVER SHEET
To: /') r L,-f
Fax #:
Date: a2 / c.0 d
Comments /Instructions:
Miami
From: JU e
Ext. #:
Total Pages: r
�aea N 94u4
1 CLI
The information transmitted is privileged and confidential. It is intended solely for the use of the named recipient.
Any other review or distribution of this communication is strictly prohibited. If you receive this transmittal in error,
please notify sender immediately by telephone and return this transmittal to the sender by U.S. Mail.
If this transmission is illegible or incomplete, please call the number at the top of this cover sheet and enter the
extension number of the sender for assistance. Thank you.
FEB -16 -2001 08:42
JRT
Roof Tile Specialist
1920 NW 18th Street
Pompano Beach, Fl. 33069
;.. RAS -106
Permit #'45595 •
Roofing # 46589 . .
•
ROOF TILE 561 221 9690 P.02/04
Independent Roof Testing & Consulting of S. Florida, Inc
Bob Tedder, President, Senior Consultant Certificate of Authorization Number 0008172
October 20, 2000
RE: Custom Residence
1092 NE 94th Street
Miami, Florida
IRT # 00 -0682
4/
Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida, Inc. (1RT), performed uplift
testa on the tile roofing at the above address.
The roof is approximately 3479 square feet in area and was tested at forty (40) locations. The tiles, Entegra
Estate tile, had been installed using the "Foam Application" method. .
The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the
tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure.
The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five
(35) pounds was obtained. The roof passed in accordance with Dade County Protocol RAS -106. However,
there are four (4) broken tiles that need to be address.
IRT's responsibility in this project was specifically uplift testing to a specific force of thirty five (35) pounds
in accordance with Dade County Protocol, RAS -106.
No other conclusions or observations are expressed or implied.
IRT appreciates this opportunity to be of service. If you have any questions, or need additional information,
please do not hesitate to call.
Yours tr
Bo . Tedder, RRO, CSI, RCI
INDEPENDENT ROOF TESTING of South Florida, Inc.
BT /dr
Edwin Williams, RRC
# 0182
281 NE 32 Street Oakland Park, Florida 33334 Phone: (954) 630.0201 Fax: (954) 630 -0506
FEB -16 -2001 08:43
Custom Residence
1092 NE 94th Street
M'rainl, Florida
IRT# 00 -0682
ROOF TILE 561 221 9690 P.03/04
ROOF PLAN
•
RAS 106 TESTING
TESTED (40) LOCATIONS
ALL TESTED LOCATIONS
PASSED
October 19, 2000
93' -2"
®1 (4) Broken Tiles
36'
•
FEB -16 -2001 08:43
UNIT UNDER TEST:
Mfr SIN:
Gust SIN:
PROCEDURE NAME
CALIBRATED BY:
P.O. NUMBER:
SUBMITTED
BY:
ROOF TILE
Report of Calibration
Synergy Labs, Inc
8211 NW 64 St #3
Miami, FL 33166
888.346.2430
CHATILLON DFIS -100 FORCE GAGE
B34621
B34621
TB9- 6670 - 255 -50
John Martinez
INDEPENDENT ROOF TESTING & CONSULTANTS
281 N.E. 32 STREET
OAKLAND PARK FL 33334
CERTIFICATE NUMBER: 28030:965899001
561 221 9690 P.04/04
PERFORMED ON:
NEXT CAL DUE::
TEMPERATURE:
HUMIDITY:
10Aug2000
10Nov2000
SEE REMARKS
SEE REMARKS
Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as
stated in the referenced procedure (unless otherwise noted).: It has been calibrated using
measurement standards traceable to the National Institute of Standards and Technology (NIST), or to
NIST accepted intrinsic standards of measurement, or derived by the ratio type of self -calibration
techniques. This calibration complies with ISO GUIDE 25. and.ANSI/NCSL 2540 -1 -1994.
This report may not be reproduced, except in full, unless permission for The publication of an approved
abstract is obtained in writing from Synergy Labs, Inc.
Note: Any Test Uncertainty Ratio (TUR) that is Tess than four to one will appear under the "TUR"
heading on the. data record. If the TUR meets or exceeds four to one, the field is left blank.
REMARKS: 111ts utut was tound to be m tolerance at file tune or calibration. No adjustments were necessary. •
The calibration of this unit was performed on -site in the environmental conditions at the customers location.
Asset
Description
999250 EATON CORPORATION UPC -5000 BACA
PNEUMATIC CALIBRATOR
/.. / 7
Signed: J :..�,C,I
Calibration Teclt aioi
/
REPORT OF CALIBRATION for
PRINTED ON: 14 Aug 2000
SERIAL NUMBER: 834621
Signed:
CAL DATE CAL DUE DATE
3 Nov 1999 3 Nov 2000
71
Ou a ""
Assurance
v
Syn' rgv Labs assigned ASSET NUMBER:
29030
1of;
TOTAL P.04