502 NE 94 St (10)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date Time
For Inspector:
Approved I
Type Insp'n
Permit No. Yo902-57
Name ' e • �L
Address 5V c= Noe g
Company V
Phone # . A26 - D 9 / /
Correction ❑
Re- Insp'n Fee ❑
Name & Date
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204
Building Inspection Request
Date Time
Type Insp'n 1 //
For Inspector:
/ /
Approved
Re-Insp'n Fee
Permit No. 1 9
Name OILLt
Address q10
Company 7 61 (''LA
Phone #
Correction
/
0 z Name & Date
1
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
Address of
Building
Lot
MIAMI SHORES VILLAGE. FLORIDA
❑ DATE
PERMIT N° 6020 Contractor s
License No.
Work to be performed under this Permit
G
it
Bl
Subdi-
vision
Value of
Project $
Amount of
Permit $
y
This permit is granted to the contractor or builder named above to construct the building or to install the°'equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
s
pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or sp�ctfrcatio and that he assumes responsibility for work
done by his agents, servants or employees. „,/
Signed. m 7 ( : • BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac-
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
CONTRACTOR OR BUILDER
BY AUTHORITY
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
MIAMI SHORES VILLAGE. FLORIDA
0 DATE 195
❑ PERMIT N° _ 4333 Contractor's
License No.
❑ Work to be performed under this Permit
Architect
Contractor
or Builder
Legal Lot II Subdi-
Description ! Bl vision
Address of Value of VD
Building Project $
Amount of
Permit $
This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed- BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac-
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
CONTRACTOR OR BUILDER BY AUTHORITY e t�-
d
Owner's Name and Address._.
Registered Architect and /or Engineer
Name and address of licensed contractor
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.
‘3
p
Date
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done S---
State work to be done and rpose of building (by Aors).�
2/2 / ��j � " and for no her purpose.
New Building Remodeling. Addition Repairs No. of Stories
To be constructed of Kind of foundation foundation o Roof Covering
Estimated Total cost of improvements $ r 0 3 Amount of Permit $
Zone cubage required .Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subc ntractors, on work to be performed under 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. st
Permit No (' 3---6 Date
Disapproved Date
(Signed)
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
9
Bui di rg Inspector My Commission Expires
PLANNING BOARD DATE
Chainnan Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board,
A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Date
Legal Description
Owner/Lessee / Tenant _, .>=0.- /0/
Owner's Address 5 t -i
Contracting Co. .�j�iy /�_. /y
Qualifier
State # GGG e5579/‘
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one): BUILDING
WORK DESCRIPTION e/7;
� c
Square Ft.
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR 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.
pia
Signatur- . " • • .. ctor or Owner - Builder Date
Da ....... A-L'-_r J
o as to 0 and/or Condo President Date : ary as to C Ptractor or Owner-
My Commissi • Expires: My Conuniss'on Expires:
Signature
FEES: PERMIT / o RADON C.C.F. " — NOTARY BOND —
TOTAL DUE W7
APPROVED:
Zoning
Mechanical
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 52 /' gf . 7 ' Tax Folio
Historically Designated: Yes No
c / , /
/ `��,p�� Master Permit # 71C/ ? 7V
(1'1 • S l� �S L Phone
P/ Y Address ) zA , /4d/ ,''"9" /2
/3io/
SS�#� 7
Municipal #
or Condo President Date
Building
Competency # Ins. Co.
Address
Address
Address
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Estimated Cost (value)
Electrical
uilder Date
Plumbing Engineering
PERMIT NUMBER: TAX FOLIO NUMBER: ,2/- 3 a DSO - 0 /y- t 7 P
STATE OF FLORIDA 008230112 2000 MAY 12 12 :46
THE UNDERSIGNED hereby gives notice that improvements will be made to certain teal property, and in accordance with
Chapter 713, Florida Statutes, the following information in /1/7. provided in this Notice of Commencement
Legal description of property and street address: 6 1, f l -
/) a. ID. j-C- fl2 7 is - 3 7
Description of improvement _____
Owner(s) name and address: 4 rte/► X4 l.,/,C P it - ' eve u",L .
Interest in property. _SO IC'- £ . T Y a. (IA- �,,,,.� ,�,,� - 7k.
Name and address of fee simple titleholder.
Contractor's name and address:
P.O.c 01401y .3z
Surety. (Payment bond required by owner from contractor, if any)
Name and address: /y �/�
Amount of bond: $ ti//
Lender's name and address: ///
Persons within the state of Florida designed by Owner upon whom notices or other documents may be served as
provided by Section 71313(1)(a)7., FI a Statutes,
Name and address: h 1
In addition to himself, Owner designates the fallowing person(s) to receive a copy of a Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes,
Name and address:
Expiration date of this Notice of Commencement the expiration date is one (1) year from the date of recording unless
a different date is specified) /S' //f
X — moo
SIGNATURE OF OWNER
Print Owner's Name: rip -1 4•7 - - � r
Prepared by '6 (4(i1^
Sworn to and subscribed before me on this /r2 Address:
day of MI 7 (9 OOo
Personally Known, or
Produced ID
Oath taken, Oath not
NOTICE OF COMMENCEMENT
By
Notary Publ' : 4 O_�.' '
OFFICIAL. NB t Y nt Nti tary's Name. ' • PP! :ifc
CRY PUBLIC srATE OF FoeiHRrrosion Expiration
COMMISSION NO. CC837698
MY COMMISSION EXP. MAY 17003
a.�
STATE OF FLORIDA, COUNTY OF DADE
1 HERE
origin
.' RTIFV that this is a tr py of the
. 'r:b ,/ his hoe on da
U
WV
W r;.'SS:
ARVCY
urn
D.C.
4(2
APPENDIX "I""
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix ">= ". it is the responsibility ...t; nine roofing contractor co provide tilt oti with tlhc
required roofing permit, to provide the co.ner with this appendix and to explain to the owner the content of this
Form. The provisions of Chapter • 34 oI the South Florida Building, Code (SFBC) govern all the minimum
requirements and standards of the industry for roofing systcm installations.. Additionally. the following items
should be addressed as part of the aereen tent between the owner and the contractor. The owner's initial in the
adjacent boL indicates that the item has b:cn explained.
I. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system rner•ts the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a : ansideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appeaatnct, that are not part of a zoning code, should be addressed as port of the
u rreeenient between the owner and the col i:ractor.
) o 2. Renailing Wood D ec1�S: \Vht•1 replacing roofing, the existing wood roof deck may have to be renailed
in accordance With the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed -prior to
removing the existing roof system)
3. Common Roofs: Common 'Dos are those which have no visible delineation between neighboring
units (i.e. townhouses. condominiums, n ). In buildings with common roofs. the roofing contractor and /or
owner should notify the occupants of adj ment units of roofing work to be performed.
j 4 4. Exposed ceilings: Exposed. :pen beam ceilings are where the underside of the roof deckine can be
%'sewed from below. The owner may tvish to maintain, the architectural appearance, therefore, roofirtiv, nail
penetrations of the underside of the deck.nc ma..‘ not bc acceptable. The SFBC provides the option of maintaining
this appearance.
��5. Ponding Water: The currcr•t roof s) andlor deck of the tWuildine may not drain %well and may
cause water to pond (accumulate) in low-lying areas of the roof. Pontine can be an indication of structural
distress and may require the review :'f a profes4ional structural cngineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions shay not be evident until the origin4l
rootips system is removed. fondinrr conditions should be corrected.
'f 6, Overflow Scuppers (wall outlets): It is required that rainwater float' cuff so that the roof is not
overloaded from a build up of water. I'erimet_r /cdre .walls or other roof txtensions may bloc }: this discharge it
overflow scuppers (wall outlets) are no: provided. It may he necessary to install overflow scuppers in accordance
to h 9lhapter 23 of the SFEC.
r
7. Ventilation_ Most roof strut tares should have some ability to vent natural airflow throu!,h the interio
of the structural assembly (the buildin itself). The existin!, amount of attic ventilation shall not bc reduced, I
may b c beneficial to consider addition:. venting which can result in extendinz the service life of the roof.
S. The owner may cootttct the N'liartti -Date County Consumer Services Department for furthc
tnfornhation re_arding the above_
Date
Appel "
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Names Sun Job Address: 501 N.E. 94 Street, Miami Shores
ROOF CATEGORY
0 (Low Slope Apps) 0 (Nait-0a Tile) ® (Mortar- Adhesive sac Tile)
❑ (Asphalt/Fiberglass Ste) ❑ ( Metal RooMWood Shingles & ashes) 0 MO t)
❑ New Roof in Re-roofing ❑ Recovering ❑ Repair 0 Maiateaance
He Rod Area (f') Sloped Roof Area (!t') 3,000 Total (ts) 3.000 Master Permit No.
Ryes= category (per ASCE 748): C Building Qandiatioe attegory (Pes ASE 748 table 1): 1
Ft:
1c.
Deck hype
STTACSMINI
Fastener Types
SPACING
FWd: Perimeter: Cow
DETAIL 1 A 3
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
ROOF PLAN
Rh* v am.u.n?
N/A
MEAN HEIGHT 12'
Deck type:
5/8" plywood/wood plank
Underlayment:
3.
Insulation:
13"
ROOF SLOPS
D E T A I L 3
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
SLOPED SYSTEM DESCRIPTION
30# astm felt
N/A
Fastener type & spadng:
Cap Skeet:
1 1/4" rs nail with 1 5/8" tin cap (9" laps & 12" field)
90# astm slate mopped on with hot asphalt
Roof
Metro Spanish -S cement tile
Drip edge:
3" x 3" galvanized eave drip
TILE CALCULATIONS
(Pmaxl: 72.3 x (Aerodynamic Multiplier): 22.41 ) _ M 7.10 = M PCA: 66.5 OK
(P 117.3 (Aerodynamic Multiplier): 36.36 ) - Mg: 7.10 = M 9.26 PCA:66.5 OK
(P 3 117.3 x 7. ouxodyntunic Mnniplier) :36.36 ) - Mg: 7.10 = M9.26 PCA66.5 OK
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
►.
w
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: Suntech Development Job Address: 501 N.E. 94 Street, Miami Shores
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile) ® (Mortar - Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof ® Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft) Sloped Roof Area (ftz) 3,000 Total (ft') 3,000 Master Permit No.
Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7-88 table 1): 1
Ft
n
v
Ft.
n
v
Deck type:
ATTACHMENT
Fastener Type:
Field:
SPACING
Perimeter: Corner:
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
Page -1
ROOF PLAN
w
Y
Rlda. vnt'seleat
N/A
MEAN Macau 12'
Desk type:
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
5/8" plywood/wood plank
Underiayment:
3 w
11"
ROOF SLOPS
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
30# astm felt
N/A
Insulation:
Fastener type & spadng:
Cap Sheet:
1 1/4" rs nail with 1 5/8" tin cap (9" laps & 12" field)
90# astm slate mopped on wih hot asphalt
Roof C overing:
Metro Spanish -S cement tile
Drip edge:
3" x 3" galvanized eave drip
TILE CALCULATIONS
(Pmaxl: 72.3 x A, (Aerodynamic Multiplier): 22.41 ) _ M 7.10 = MT115.31 PCA: 66.5 OK
(Pmax2: 117.3 (Aerodynamic Multiplier): 36.36 ) _ M 7.10 = IVI 9.26 PCA:66.5 OK
(Pmax3: 117.3 x (Aarodynanic Multiplier) :36.36 ) _ M :7.10 = M,,9.26 PCA66.5 OK
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
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Metro Roof Tile, Inc.
11501 Northwest 117th Way
Medley, FL 33178
Your application for Product Approval of:
Metro Roof Tile, Nail -On, Mortar Set, or Adhesive Set "Spanish S" Roofing Tile
under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types
of Construction, and completely described in the plans, specifications and calculations as submitted by:
Redland Technologies, The Center for Applied Engineering, Inc. and Testwcll Craig
Laboratories & Consultants, 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 -11 and the standard conditions on
page 12.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance
Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's
plant for quality control testing. If this product or material fails to perform in the approved manner, the
Building Code Compliance Office may revoke, modify, or suspend the use of such product or material
immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is
determined by the Building Code Compliance Office that this product or material fails to meet the
requirements of the South Florida Building Code.
The expense of such testing will be incurred by the manufacturer.
METROPOLITAN DADE COUNTY. FLO:
METRO -DADE FLAGLER BUILT
BUILDING CODE COMPLIANCE Of
METRO -DADE FLAGLER DUIL
140 WEST FLAGLER STREET. SUITE
MIAMI. FLORIDA 33130
(305) 375
FAX (305) 375
PRODUCT CONTROL DIVI
(305) 375
FAX (305) 372
ACCEPTANCE NO.: 9 8-0423.10 Renews: 94- 1017.01
EXPIRES:" , (taut Rodril,, tez
Product Control Supervisor
TI11S IS TIIE (:OVI:ItS11EI:'1', SEE ADDITIONAL.. PAGES FOR SPECIFIC AND (:I•:NEItAI.
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Miami-Dade County Building Code
Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida
under the conditions set forth above. / )
:C - ice,,'/ k. ay (,
Charles Danger, P.1:.
Director
Building Code Compliance Dept.
AI'1' Oti /0d /9R 1 Miami -Dade County
METRO ROOF TILE INC.
Spanish 'S'
Concrete Roof Tile
Trim Pieces
Product
Lettxingtex -Z13 140 59" x 164' roll
Undcrlayment 22Ibs /roll
Rainproof 11
Product
Ice and Water
Shield
TRADE NAMES OF PRODUCES MANUFACTURED Olt
LABELED BY APPLICANT
Dimensions
= 18"
w = 10 ''t' "
V2" thick
1= varies
w = varies
varying
thickness
30 "
36" x 75' roll
or
60" x 75' roll
36" x 75' roll
'test
Specifications
PA 112
PA 112
TItADE NAMES OF PRODUCTS MANUFACTURED OTIIERS
Test
Dimensions : Specifications
PA 104
I'A 103 Sell- adhering
underlayment for
use as a top ply in a
two ply
underlayment
system with
Approved 1130 or
i143 as the base
,layer.
Page 2 of 12
Product Control No.: 98 - 0423.10
Product
Description
High profile, interlocking, one -
piece, 'S' shaped, concrete roof tile
equipped with two nail holes. For
nail -on, mortar or adhesive set
applications.
Accessory trim, clay roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for
each tile profile.
Product
Dcscrintion Manufacturer
PA 104 Single ply, nail -on Lenzing
underlayment. Performance, Inc.
with current PCA
Single ply, nail -on
underlayment with
2" self - adhering top
edge.
Protect - O - Wrap,
Inc.
with current PCA
1V.It. Grace Co.
with current PCA
METRO ROOF TILE INC. Product Control No.: 98- 0123.1(
Product
Wood l3attens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteTM ")
Roof Tile Mortar
(" Quikrete® Roof
Tile Mortar ")
Roof Tile Mortar
( "I3ONSAL® Roof
Tile Mortar Mix ")
Roof Tile Adhesive
(Polypro® Al•I160)
Dimensions
vertical
min. 1" x 4"
horizontal
min. I" x 4" for use
with vertical
battens or
min. 1" x 2" for use
alone
min. 8d x 2'W or
min. 10d x 3"
/18 x 2'W long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
diameter
N/A
N/A
N/A
N/A
Test
Specifications
Wood Preservers
Institute LP - 2
PA 114
Appendix E
PA 114
Appendix E
PA 123
PA 123
PA 123
I'A 110
Page 3 of 12
Product
Description Manufactu
Salt pressure treated generic
or decay resistant
lumber battens
Corrosion resistant, generic
screw or smooth
shank nails.
Corrosion resistant,
coated, square
drive, coarse thread
wood screws
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Adhesive designed
for use in roof tile
applications.
generic
Bermuda Roof
Company, Inc.
with current PCA
Qnikrete
Construction
Products
with current I'CA
W.R. Bonsai Co.
with current PCA
Polyfoant Products
Inc.
with current PCA
METRO ROOF TILE INC. Product Control No.: 98 -0423. 1
Test
Product Dimensions Specifications
Hurricane Clip & Clips PA 114
Fasteners min. 'A" widtlt Appendix 1:
min. 0.060" thick
Clin Fasteners
min. 8d x I'/."
Page 4 of 12
Product
Description
Corrosion resistant
bronze, aluminum,
stainless steel,
galvanized steel or
plastic attachment
clips for
supplemental tilt
attachment. Clips
are installed with
corrosion resistant
roofing nails
compatible with the
clip.
Manufacturer
generic
METRO ROOF 'I'ILE INC. Product Control No.: 98- 0423.10
Test AeencY
Redland 'Technologies
Rcdland Technologies
The Center fir Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Rcdland Technologies
Rcdland Technologies
Redland 'Technologies
Rcdland Technologies
The Center for Applied
Engineering, Inc.
"l estwell Craig
Laboratories &
Consultants, Inc.
EVIDENCE SUBMITTED
'rest Identifier
7161 -03
Appendix III
7161 -03
Appendix III
25- 7200 -1
94 -084 Static Uplift Testing May 1994
PA 101
94 -083 Static Uplift Testing April, 1994
PA 101
(Adhesive Set)
7161 -03
Appendix 11
Report Dated
Aug. 1, 1 994
P0647-01
PO402
Project No. 307024
Test IIMDC -73
Lab l:I:A -22
"Tech: G. Suarez
Page 5 of 12
Test Name/Report
Static Uplift Testing Dec. 1991
PA 102
Static Uplift Testing Dec. 1991
PA 102(A)
Feb. 1995
Static Uplift Testing
PA 102
(Quik -Drive Screws,
Battens)
Window Tunnel Testing
PA 108
(Nail -On)
Wind Tunnel Testing
PA-108
(Nail -On)
Wind Tunnel Testing
PA -108
(Mortar Set)
Withdrawal Resistance
Testing of smooth vs.
screw shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Date
Dec. 1991
Aug. 1994
Aug. 1994
Sept. 1993
Oct. 1994
Sept. 1994
METRO ROOF TILE INC. Product Control No.: 98- 0423.10
SYSTEM A:
Deck Type:
Deck Description:
Slope Range:
Underlayment:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
Coin melds:
SYSTEMS
Counter - Batten Application
Wood, Non - insulated
New Construction
19 /32" or greater plywood or wood plank.
2 ":12" to 7 ":12"
Note: Counter- Battens, 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 Roofing
Application Standard PA 118.
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 Miami -Dade County Roofing Application
Standard PA 118. (See "Data for Attachment Calculations" included in this
Approval.)
1. For re -roof applications, 15 /32" plywood is an acceptable substrate.
Pate 6 of 12
ME'T'RO ROOF TILE INC. Product Control No.: 98- 0423.1
SYSTEM 11: Direct Deck Application
Deck Type: . Wood, Non - insulated
Deck Description: New construction 19/32" or greater plywood or wood plank.
Slope Range: 4 ":12" to 7 ":12"
Note: System 13 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.
Underlaymen1:
Roofing 'file:
SYSTEMS
(CONTINUED)
Install underlayment system in compliance with Miami -Dade County Roofing
Application Standard PA 118.
Install tile in compliance with Miami -Dade County Roofing Application
Standard PA 1 18. (See "Data for Attachment Calculations" included in this
Approval.)
Comments: I. for re-roof 15 /32" plywood is an acceptable substrate.
Page 7 of 12
METRO ROOF TILE INC. Product Control No.: 98- 0423.10
Deck Type: Wood, Non - insulated
Undcrlayment:
Roofing 'Tile:
SYSTEMS
(CONTINUED)
SYSTEM 1): Mortar or Adhesive Set Application
Deck Description: New construction 19/32" or greater plywood or wood plank.
Slope Range: 2 ":12" to 7 ":12"
Note: System D is only acceptable in this slope range. For slopes in excess
of 7 ":12 ", refer to System C.
Install underlayment system in compliance with Miami -Dade County Roofing
Application Standard PA 120. (See System Limitation 115.)
Install tile in compliance with Miami -Dade County Roofing Application
Standard PA 120. (See "Data for Attachment Calculations" included in this
Approval.)
Comments: I. For re -roof applications, 15/32" plywood is an acceptable substrate.
Page 8 of 12
M1:'rRO ROOF TILE INC.
Product Control No.: 98- O423.111
SYSTEM LIMrrATIONS
1. The standard minimum roof pitch for Metro Roof Tile's "Spanish S ", flat profile tile shall comply
with Miami -Dade County Roofing Application Standards PA 118 or PA 120, depending on the
method of installation.
For nail - on applications, fasteners for mechanical attachment of tiles shall have a head diameter
larger than that of the preformed holes in the tile.
3. System installation shalt 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 Miami -Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Spanish
S" tile profile has been tested for both wind characteristics and static uplift performance, therefore,
attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a
'Moment Based System'.
4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County
accredited testing agency, in compliance with Miami Dade County Protocol PA 106, shall be
performed.
5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed
perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacture!
published literature.
6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field.
7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of Metro hoof "file'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 i
the proposed tile application. Reference shall be made to appropriate data for the required lire
raring.
8. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to
maintain quality control in compliance with the Souttt Florida Building Code and relat rat ct
Samples taken shalt be in compliance with Miami -Dade County Protocol PA 112, Appendix
1
Pace 9 0112
Table 2: Restoring Moments due to Gravity - M. (ft -Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12"
greater
Batten
s
or
2 nails
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
Direct
Deck
Metro hoof
Tile Concrete
Flat
6.70
7.10
6.60
7.00
6.46
6.84
6.30
6.67
4.08
N/A
Table 3: Attachment Resistance Expressed as a Moment - M -Ibf)
for Nall -On Systems
Tile
Profile
Tile
Application
Approved
Nails
Approved
Screws
Approved
Field Clip
With:
Approved
Eave Clip
With:
1 nail
2 nails
1
screw
2
screws
1 nail
2 nails
1 nail
2 nails
Metro Roof
Tile Concrete
Flat
Battens
N/A
N/A
N/A
26.80
N/A
N/A
N/A
N/A
Direct Deck
6.20
8.40
28.70
31.80
21.20
25.30
26.90
34.90
1 Data noted in Table 3 is for installation with a 3" file headlap
Tile
Profile
Metro Roof "file Spanish 'S' Tile
Table 1: Aerodynamic Multipliers -
X (ft')
Batten Application
0.29
i
METRO ROOF TILE INC.
•
2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others'
and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this
attachment configuration unless the Required Moment of Resistance exceeds the values
noted above.
Table 4: Attachment Resistance Expressed as a Moment — M (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Application
Mortar Set
Tile
Profile
Metro Itoof'File Concrete Flat
DATA FOR ATTACHMENT
CALCULATIONS
Adhesive Set
Page 10 of 12
Product Control No.: 98- 0423.1
(h')
X (ft')
Direct Deck Application
.0.31
Attachment
Resistance
24.50
66.50
METRO 1tOON TILE INC.
PROFILE DRAWINGS
10 -1/4
t
� ! 1
1/2•
3/4'
Page 11 or 12
1'1ETRA Roor TILE CEMENT FLAT TILE
_::
Product Control No.: 98- 0423.1
r 2.5.
13 -1/4'
1
3/4' _
METRO ROOF TILL INC. Product Control No.: 98 -0423
Metro Roof Tile, Inc. ACCEPTANCE NO 98- 0423.(
11501 N.W. 117 Way APPROVED : .lane 4. 199
Medley, FL. 33178 EXPIRES : June 4.20C
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documentation, including test supporting data, engineering
documents, are no older than eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation oldie 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 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 'lltc Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirely.
7 A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all tithes. The copies need not-be resealed by the engineer.
X Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9 This Acceptance contains pales 1 through 12.
KNI) ()F 'T'I11S
Page 12 of 12
•
Date eei r/ . Job Address S2 /`V Tax Folio // 3Z e6/".7'c 70
Legal Description r Z /O - 3 7
Owner/Lessee / Tenant
Owner's Address S2- ,,' 9-4" Phone
Address 7 /a �i�z l / 4 914 /
33,
Qualifier SriHAG 4 A/WA7. -, i SS# - 'Phone q 7 4"/"/
Contracting Co. Ski¢ /l% ,9
State # GG G /,SG i3G Municipal # Ins. Co.
Architect/Engineer
Bonding Company
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft
Not astoO
My Commission
FEES: PERMIT ,
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
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 e required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OW ' •'S AFF S�AVI : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
egulatin: cons Lion and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of o er and/or Condo P ent
or Condo Pkd t
xpires:
RADON
ate
ISABEL BEEVERS
My Commission CC460995
Expires May. 08, 1999
Bonded by NFNU
800-224 -8368
C.C.F. r/
Competency #
Address
Address
Notary as
My Co
NOTARY
APPROVED:
Zoning Building y �► t '�� J
Mechanical Plumbing
Historically Designated: Yes No f%
Master Permit # q 3,5 7
Estimated Cost (value) 0 /
4/Add 4, I 1 0,,,a-u)
Signature of Contractor or Owner- Builder
r Ontractor or Own* ilder Date
ssion Expires:
Electrical
Date
4° zes.ael, ISABEL BEEVERS
1r My Commission CC460995
Expires May. 08, 1999
of Flo" Bonded by NFNU
80 0-224.8388
BOND
TOTAL DUE , t
Engineering
Contractor's Name: Job Address: jZ g'7'
ROOF CATEGORY
2 (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof 246 ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft Sloped Roof Area (ft Total (ft Z G�i Master Permit No.
Exposure category (per ASCE 7 -88): 1. Building Classification category (per ASCE 7 -88 table 1): !.)
T</G STo,�
Ft.
A
Ft.
A
V
Z - Y-f
1- 75.4 1-70:G te/r /6/!<y
Deck type: % /7.4Y.r/
ATTACHMENT
Fastener Type: /%c �Z S i
SPACING
SL�.c'. �✓1GE
-
Field: / 2 // Perimeter: G 1/ Corner:
/
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
//Y-6 7744 sv /ref
pi2'Vd �j�yf
4 / ,w /for ;
ROOF PLAN
123.01-78 9/96
Appendix "E"
UNIFORA ROOFING PERMIT APPLICATION
PROCESS No.
Page -
PRODUCT CONTROL NOTICE OF ACCEPTANCE
The expense of such testing will be incurred by the manufacturer.
Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03
Expires: 11/04/00
Approved: 11/04/97
iternet mail address: postmaster @buildingcodeonline.com
•
BUILDING CODE COMPUANCEOFFICE
METRO -DAOE FLAGLER HUT-DING
140 WEST FLAGLER STREET SUITE1803
MIAMI: FLORIDA 33130.1563
. (305} 375 -2901
FAX (305)375 -2908
PRODUCT CONTROLDIVISION
(305) 375-2902
FAX (305) 372 -6339
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Your application for Product Approval of:
GAF Conventional Built -Up Roof Systems for Wood Decks
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:
Dynatech Engineering, Ina, Factory Mutual Research Corporation, and Underwriters Laboratories, 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 2-40 and the standard conditions on page 41.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office
reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality
control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance
Office may revoke, modify, or 'suspend the use of such product or material immediately. The Building Code
Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance
Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code.
aul Rodriguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Office and approved by the Building Code Committee to be used in Dade County, Flora under the
conditions set forth above.
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
'A"d<-tf
Homepage: tittp://www.buildingcodeonlIne.com
Applicant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Category: Membrane Roofing System
Sub - Category: Built -up Roofing
Type: Conventional
Sub -Type: Fiberglass
Product Control No: 97 - 0804.21
Product Control No.: 97 - 0804.21
Approval Date: November 4, 1997
Expiration Date: November 4, 2000
System Description
GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years,
produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition,
GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications.
GAF provides warranted systems over various insulated and non - insulated substrates, copies of which
can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and
Specifications" manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida
Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material
Directory and the current Factory Mutual Approval Guide.
GAF Materials Corporation products are distributed through a wide network of roofing wholesale
distributors throughout the South Florida area.
For more information on specific roof system constructions, contact the Technical Service Office, located
in Wayne, New Jersey, at 1- 800 - ROOF -411.
Contact:
William J. Woodring
Director of Technical Services
(973) 628- 4134
Page 2 of 41
Zuloaga,
Roofing Product Control Examiner
-
Insulation Types:
Material
Wood
Material
Wood
Basalt Wool
Perl ite
Polyisocyanurate
Composite Board
Wood Fiberboard
High Density Wood Fiberboard
Rockwool
Maximum Design Pressure
Design Pressure
-75psf
Maximum Fire Classification
Classification
Class 'A'
Page 3 of 4 l
Product Control No: 97'
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.
Roofing Product Control Examiner
Deck Type 1:
Deck Description:
System Type A(2):
All General and System Limitations shall apply.
Base Sheet:
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
Wood, Non - insulated New Construction or Reroof
19/ or greater plywood or wood plank decks
Base sheet mechanically fastened.
- 45 psf. (See General Limitation T7)
'A'. See General Limitation #2.
Page 21 of 41
Product Control No: 97 - 0804:21 .
GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4®, •
GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT®
Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the
deck with approved annular ring shank nails and minimum 1 s / tin caps at a
fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the
center line of the sheet in the field.
Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or
GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsJsq..
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
Ibs.sq..
(Required if no cap sheet is used) Install one of the following:
I.GAF WEATHER COAT® Emulsion with an application rate of 3 gallsq.; or
GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5
gal./sq..
2. Asphalt flood coat at an application rate of 60 Ibsisq. = 20 %; plus gravel or
slag with an application rate of 400 lbs.sq. & 300 Ibsisq., respectively.
6 ":12 "; See General Limitation #3.
N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G/P6, N- B-4 -M, N- B- 4 -M /P6, N- B-4-C,
N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C/PC, N- B -5-G, N- B- 5 -G/P6, N- B -5 -M, N- B- 5 -M/P6
1
Roofing Product Control Examiner
Wood Deck System Limitations: •
1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F)
of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105: ' [f F as
tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing
the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and
calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117.
2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are
applied in hot asphalt, maximum panel size shall be 4' x 4'.
a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of
275 lbf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing
Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation
attachment shall not be acceptable.
3 A slip sheet is required with Ply 4® Flex Ply 6 and Ply 6® when used as a mechanically fastened
base or anchor sheet.
4. '' /_ Type X gypsum board is acceptable to be installed directly over the wood deck..
•
Page 37 of41
Product Control No: 9T -080421
A
Roofing Product Control Examiner
GENERAL LIMITATIONS
1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and
approved by applicant.
2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to
current Underwriters Roofing Materials Directory or other fire testing data listed in the
testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of
the South Florida Building Code.
3 Maximum slope range shall vary for each system; consult current Underwriters
Laboratories Roofing Materials Directory and manufacturer's specifications for
compliance with design criteria for each project.
4 An overlay and/or recovery board insulation panel is required on all applications over
closed cell foam insulations when the base sheet is fully mopped. If no recovery board is
used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry•A base sheet
may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.;
or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of
the sheet allowing a continuous area of ventilation. Encircling of the strips is not
acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation.
Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note:
Spot attached systems shall be limited to a maximum design pressure of -45 psf Where
STRATAVENT Perforated is used over approved isocyanurate foam insulation, the
maximum design pressure is limited to — 60psf.
5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade
County. Contractor shall be familiar with the details and specifications published by the
manufacturer, and the requirements of the SFBC.
6 The submission of system specifications and details shall accompany the Section II
Building Code Permit. This information is available in the publications listed in the
'System Description' of this 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.
Page 38 of 41
ran uloaga,
Roofing Product Control Examiner
8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination
designs shall conform with Metro -Dade County Roofing Application Standard PA 111
and the wind load requirements of Chapter 23 of the South Florida Building Code.
9 Flashings shall be installed according to the manufacturers standard details, and may be
applied in cold application adhesive, approved asphalt or may be applied in conjunction
with an approved torch applied modified bitumen membrane. Specific details, approved
by the manufacturer, shall be submitted with the Section II Permit Application. All details
shall comply with the provision of the South Florida Building Code.
Product Control No: 97 - 08042
Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas;
as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener
densities shall be increase for both insulation and base sheet as needed calculated in compliance
with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is
specifically referred within this NOA, General Limitation #20 will not be applicable.)
10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force
(F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener
values as tested are below those listed in the System Limitations, a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro -
Dade County Protocol PA 105 test report and calculations that comply with the wind load
requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard
PA 117.
11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force
(F') value of 275 lbf., as tested in compliance with PA 105. if the fastener value, as field tested,
are below 275 lbf. insulation attachment shall not be acceptable.
12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance
with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or
bulk tickets shall indicate an EVT, 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.
13 Insulation may be installed in multiple layers. The first layer shall be attached in
compliance with Product Control Approval guidelines. All other layers shall be adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to
manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct,
application procedures of insulation panels in approved asphalt or hdhesive, which shall
comply with provision of Roofing Application Standard PA 117.
Page 39 of 41
Roofing Product Control :cam
14 All standard panel sizes are acceptable `3r mechanical attachment. When applied; ii
approved asphalt, panel size shall be -4' x 4' maximum.
15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces useCias "a
bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA _1Z,4 for
uplift resistance. Test pressures shall be calculated in compliance with the wind load..;
requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof.
16 In re- roofing applications, moisture content in an existing roof must be in compliance with
Section 3401.10(m), (n) of the South Florida Building Code.
17 Roll good materials shall be stored on end and on a clean, flat and dry surface.
18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or
approved adhesives may be used prior to the application of the insulation layer.
19 Consult current Underwriters Laboratories Directory for the appropriate coating for each
roofing assembly to obtain the required fire rating. The assembly shall be installed in
strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for
maximum fire classification.
20 The maximum designed pressure limitation listed shall be applicable to all roof pressure
zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be
permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended
comers, and corners). (When this limitation is specifically referred within this NOA,
General Limitation #7 will not be applicable.)
Page 40 of 4 l
Product Control No: 97 -0804:2
u oaga,
Roofing Product Control Examiner.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby wade 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.
December
3.ted Lang 'Realty No 5 -34- . _. _._.__.__ _...�r�._..9 Wi t.
Owner's Name and Address . .. Street_...
Registered Architect and /or Engineer..
Ob
..... , , sass ,- ....,,.,,,,,, , ,,, , eno ult. ?OO411g o. , sync. .
Name and address of licensed contractor _..
Location and legal description of lot to be built on:
Lot Block a vim _ .
joz 1�. Se PTZamt, .
Street and Number where work is to be done _ Remove .the...ezx g . 0t ..zritr 7lai=e with
State or to be done and purpo a of Wilding (b , floors) _sa ,.. _..__
w e cement akin tae itoo f tang on aToped area and 4 p.lg bu.Jf up atip $ ve.C
On fiat ilect.c..on,
and for no other purpose.
New Building Remodeling Addition Repairs No. of ,tones
To be constructed of l:incl, of 1 foundation Roof Covering CL��ff a rt
Estimated Total cost of improvements $ 7 00 Amount of Permit S,. "5, 00
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Niaaiinum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed /him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work ul N notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontr,.•rs, on work to be der this
pennit, as are licensed by Miami Shores Village.
Remarks (Signe
STATE OF FLORIDA,
COUNTY OF DADE. j SS.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
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. 5--.6 19
Disapproved
(Signed)
Building Inspector
Chairman
Member _
Member sa ss.. _--- - -• -- -. ...__.
Council Approved
NOTE: A charge of $1.00 will be made for making corrections
the Planning hoard.
A re fee of 31.00 will be charged
materials and /or workmanship.
x
Date - S 9_._ Read, Sworn to and Subscribed before me.
Member
Member
Member .. -
Date Disapproved
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
or changes to this application after approval
to me well known,
Date
has heen obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
LG ENGINEERING SERVICES, INC.
Consulting Engineers
North Office:
7370 N.W. 36" Street
Suite 374
Miami, Florida 33166
Tel: (305) 994 -8128 Fax: (305) 994 -8135
Suntech Development, Inc.
P.O. Box 014014
Miami, Florida 33101
Project:
Dear Sirs;
South Office:
13380 S.W. 131 Street
Suite 120
Miami, Florida 33186
TILE UPLIFT TEST
Residential Home
502 Northeast 94 Street
Miami, Florida
Information provided by client:
Permit Number: 46774
Date Completion: August 2, 2000
Roofing Contractor: Suntech Development, Inc.
LG Engineering Services, Inc. Project Number: LGOO-1443
(Testing Laboratory Certificate #00 0224.07)
Based on our test results; we conclude that the installation of the roof th at
project meets the test requirement outlined in the above mentioned proto
a copy of our test report for your review
E•N•G•I•N•E•E•R
August 7, 2000
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 30 feet above ground surface. The type of tile used for this project was
reported to be Monier 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.
ove reference
tacked please find
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 . d Sonny - Sal eh, P.E.
Pro ct Manager
TILE [IP-LIFT TEST
Residential Home
502 Northeast 94 Street
Miami, Florida
Lt)
Report of
TILE UPLIFT TEST
for
Residential Home
502 Northeast 94 Street
Miami, Florida
Project Number: LGOO-1443
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Test StatLls
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Pass
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LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGOO-1443, Page 5
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LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG00 -1443, Page 6