RF-15-1190 rM
gt►ORES y Miami Shores Village
10050 N.E.2nd Avenue NE 1� p*bias5lf mon 'bite
• "'" Miami Shores,FL 33138-0000 �r �
Phone: (305)795-2204 '� 77
Issue oaf.614mol Expiration: 12/07/2015
Project Address Parcel Number Applicant
1066 NE 94 Street 1132050120120
STEPHEN MARINO
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
STEPHEN MARINO 1249 NE 97 ST 305-812-0629
Miami Shores FL 33138
Contractors) Phone Cell Phone Valuation: $ 16,000.00
Z ROOFING AND WATERPROOFING II (305)885-9166 (305)218-2605
Total Sq Feet: 72
Type of Work:Re Roof Available Inspections:
Additional Info:RE-TRO FIT ROOF TO WALL CONECTION A Inspection Type:
Classification:Residential Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Review Roof
Cap Sheet
Review Structural
Review Structural
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $9.60 Invoice# RF-5-15-55624
DBPR Fee $3.75 05/19/2015 Check#:9236 $50.00 $362.10
DCA Fee $3.75
Education Surcharge $3.20 06/10/2015 Check#:9299 $362.10 $0.00
Permit Fee-New Roof $250.00
Plan Review Fee(Engineer) $40.00
Plan Review Fee(Engineer) $80.00
Scanning Fee $9.00
Technology Fee $12.80
Total: $412.10
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-n r to do the work stated.
June 10, 2015
Authorized Signature:Owner / Ap or / Agent Date
Building Department Copy
June 10,2015 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
MAY 19 2015
Tel:(305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 ;1�� .
F RC 20 d*
BUILDING f0as$er Permit No. 15 -545
PERMIT APPLICATON Sub Permit No.V P_14�5 —
❑BUILDING ❑ ELECTRIC :K ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL F—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
f (� CONTRACTOR DRAWINGS
JOB ADDRESS: I b1O -1 4 s!
City: Miami ShoresCounty: Miami Dade Zip: 331 3$
��11
Folio/Parcel#: 11 - 32o S "012 " y 1 Z Is the Building Historically Designated:Yes NO
Occupancy Type:urn —Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): !Srk_QhC0 WQrI4Gone#:
Address: loco& N10 " &T
City: MMM i Shorr S State: Zip: 33139
Tenant/Lessee Name: —' Phone#:
Email: — t'
CONTRACTOR:Company Name: Z R004, Phone#:0QA5 62-]W?;'
Address: 2_5 25 � w GT
r
City: r�Ci h State: Zip:3301 ID
Qualifier Name: Ara 1 )C,00 55 I�1..) Phone#: [3aS)21& Z&Q7
State Certification or Registration#: CLC (3 Z 9ii Certificate of Competency#: ._
DESIGNER:Architect/Engineer: '4"' Phonq#:
r
Address: "— r\ City: State: — Zip:
Value of Work for this Permit:$1(0i w V Square/Linear Footage of Work: a
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: & /`coo-E -kp wall (,(9)nwr Ghcei axi c( rr-
A-uni &)O r With +Le
Specify color of color thru tiled Ea(A- tl��D W a Wo LA
Submittal Fee$ ®' Permit Fee$ 001CCF$ CO/CC$JD
i'
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 3(,n2• V
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address _
City State Zip
Mortgage Lender's Name(if applicable.) _
Mortgage Lender's Address W It
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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"
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of s posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature — Signature
O NER or AGENT CONTRACTOR
The foregoing Inst q was acknowledged before me this The foregoing i trument was acknowledged before me this
day of 1\11 20 by day of 20 '� by
c k i)h e.l Mcg-c i 1I CJ,who is personally known to 5+f1 m ho is personally known to
me or who has producedas me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PURI IC:
LISSETTE PACHECO
�/ MY COMMISSION#EE73997
Sign:_ Sign:
����JJ / \ //� W 0. FI,Notary Dismount Assm Co.
.J
Prl ess( ca V a �'c—� Print: ISDa3-NDTAR smo�A
Seal: "�"""' Seal:
!_E,
JESSICAMARIAMYCOMMISSION#EE848717
PThIrRuES March 2,2x17
Rf„ +Y
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami shores a�/ ills9 �5>�oRFs
Building Department loss
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204 AR> ►
Fax: (305) 756.8972
S -2�f-1!�-
Permit No: F 19--1 1 'iV Page 1 of 1
(� Structural Critique Sheet
j �'
C�
PO4 .
STOPPED REVIEW
Plan review is not complete,when all items above are corrected,we will do a complete plan review.
If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one
set of voided sheets in the re-submittal drawings.
Mehdi Asraf
ry -
ilz 19
H VELOCITY HURRICANE ZONES
� L
M�,Y 19 015
j its x 1.C° �rOil
ode High Ve * • Huffhx �eZ0TW U NI EeRdn� it!M!2 IQ' T000
Section A (General Information) °`
? Master Permit No. Process No.
Contractor's Name z.
�7_V-
Job Address DUOHE "i� ST
• ROOF CATEGORY
�a
❑ Low Slope ❑ Mechanically Fastened Tile ® Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
: ROOF TYPE
❑ New Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
' ROOF SYSTEM INFORMATION •"".
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 9:::••609696
....:.
. .... . .....
Section B (Roof Plan) '
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
6606••
scuppers and overflow drains. Include dimensions of sections ancF levels, clearly'
identify dimensions of elevatedpressure zones and location of parapets.
■ a;* _ _ n o
■ 1
• ay. NO 40S of ULa
7-1
■
•
■
. I
0.
a
GIRDER TRUSS STRAP
(SGP3) GIRDER TRUSS STRAP
(SGP2)
PRODUCT GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS
CODE UPLIFT 160%
STRAP PLATE W H CLSTRAP NAILS BOLTS
NAILS BOLTS PLATE 10d 16d 1/2'
SGP2 14 1/4' 1 5/8 18 1/4 1 1/2 10 C1) 1/2' 1580 1580
I
12 2 2376 2460 1200
SGP3 14 1/4' 3 IS 1/4 1 1/2 14 3 C1> 5/8 2460 2460 1800
i6 4 2460 2460 240D
18 5 2460 2460 2460
f ANCHOR BOLT 1/2'X10` WITH STANDARD WASHEER OVER 1/4' WASHER PLATE INCLUDED WITH SGP
ANCHOR STRAP.
GENER, AL (MOTES
1) STEEL SHALL CONFORM TO ASTM A653 -0111•d7
STRUCTURAL GRADE 33, AND A MINIMUM 01..'.%��U13
:]ALVINIZED COATING OF G90.
2) FASTENERS ARE COMMON WIRE NAILS UNLESS
OTHERWISE NOTED. •40
• • • • • • REV , #1
3) ALLOWABLE LOADS HAVE BEEN INCREASED • • •• • • • • •
BY A SHORT TERM DURATION FACTOR OF 60% •• • • • • ••• ' UNITED STEEL PRODUCTS COMPANY
FOR WINb LORD CONDITION. NO FURTHER • • • • • • • • •
h NCREASE IS ALLOWED. III ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364-7333
�.+; OWABLE LOADS ARE BASED ON THE NATIONAL NAME.
r N SPECIFICATIONS FOR WOOD CONSTRUCTION.'. ;• •• • • SGP S E RI E S
TION FOR SOUTHERN YELLOW PINE GIRDER TRUSS STRAP?
R BETTER), LL TEST PERFORMED IN •: :• • •; ; DATE.
X WITH ASTM D1761. ••• • • ••• • ROBERT W. LUTZ
01/08/08
SI GR❑UT.
PROFESSIONAL ENGINEER (STRUCTURAL)
'ASSUMED TO BE 1 litINTO WOOD....
FLORIDA REG, NO. 55409
0 see
STUD. • • • • • • SHEETi DWG. #
r SLIMES PARALLEL-TO-GRAIN ' ` y' • ••• • • MD404
r i •',• • • • • • • • 1 OF 1 MDALIE
5 FOR PERP. INSTALLATION•;• ;• •� ••• •�• :• •:
CIVI L Roeileh EEngineer)giiiee ring Corp.
Rx (Cltin2370 S.W.123 A enue
Miami,Florida.33175-1174
Tel:305-823-8008/305-397-6414
ENGINEER Fax:305-823-3300/305-884-8834
Website:www.reilehengineering.com
May 14, 2015
Z Roofing and Waterproofing, Inc.
2525 West 3 Court
Hialeah,Florida 33010
Project: Visual Roof Strap Inspection
Residential Home
1066 Northeast 94 Street
Miami Shores, Florida
Project Number: 15-0424
(Testing Laboratory Certificate# 11-0715.04)
Dear Sirs;
in accordance with your request and authorization, on May 14, 2015, a representative of Reileh
Engineering Corporation performed a visual roof inspection for the slope gable roof at the above
referenced project. This inspection was performed in accordance with 2007 Florida Buil dIII . ode
. . 00 0000..
Chapter 6 Section 611:8.1 Roof-to-wall connections for site-built single family"rasldontial s"c1;ires, 0-
by
-by means of visual observations and conducting field examination,to examine tte-strappia�g OT- .0.0.0
0000.. 0.
roof trusses along the roof perimeter of the structure. ••••••
0000
0 0000..
0000 0 ...00
0..... . 0
0 00:0.6
Based on our field observations, the existing hurricane straps were not in LoMpliance•With the••••;•
requirements mentioned above. We recommend that the strapping be repaireds pe> the requir0 went •
in Section 611.8.1.4 Prescriptive method for gable roofs on a masonry walk W4ierevei7' �Mdp is •
missing or an existing strap has fewer than four fasteners on each end,appr4d stfaps,ties pt:right• •
angle gusset brackets with a minimum uplift capacity of 500 pounds shall be installed thatconnect
each rafter or truss to the top plate below or directly to the masonry wall using approved masonry
screws that will provide at least a 2-1/2 inch embedment into tine concrete or masonry. Adding
fasteners to existing straps shall be allowed in lieu of adding a new strap provided the strap is
manufactured to accommodate at least four fasteners at each end. When the straps or right angle
gusset brackets are attached to a wood sill plate, the sill plate shall be anchored to the concrete
masonry wall below.This anchorage shall be accomplished by installing 1/4-inch diameter masonry
screws, each with supplementary 1/4-inch washer, having sufficient length to develop a 2-1/2 inch
embedment into the concrete and masonry. These screws shall be installed within 4 inches of the
truss or rafter on both sides of each interior rafter or truss and on the accessible wall side of the gable
end truss or rafter.
As per- 2007 Florida Building Code Existing Building Chapter 6 Section 611.8.1 Roof-to-wall
c,onnections shall not be required unless evaluation and installation of connections at gable ends or
all corners can be completed for 15 percent of the cost of roof replacement. Attached are field taken
photos for your review.
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Please
review the result reported and if you have any questions or if we may be of further assistance,please
do not hesitate to contact the undersigned.
Respectfully submitted;
Reileh Engineering Corporation
J /,�i�' XICI ��I
ohamad Sonny Salleh, P.E.49014
roject Manager
Project: Visual Roof Strap Inspection
Residential Home
1066 Northeast 94 Street
Miami Shores,Florida • • •••• ••••••
Project Number: 15-0424 •••••• •••• : ••••:•
(Testing Laboratory Certificate# 11-0715.04) •.. •. . . •
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HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
S@Ctlofl C (Low Slope Application)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used,identify as"NA") Field: _"oc @ Lap,#Rows_@ "oc
System Manufacturer.
Perimeter:_"oc @ Lap,#Rows_@_"oc
NOA No.:
Comer._ oc @ Lap.#Rows_@ "oc
Design Wind Pressures,From RAS 126 or Calculations:
Number of Fasteners Per Insulation
P1: P2 P3• Board
Max.Design Pressure,From the Specific NOA Fi Perimeter Corner
System:
Deck: Illustrate Components Noted and
Type: Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Gauge/Thickness: Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Slope: Coping, Etc.
Anchor/Base Sheet&No.of Ply(s): indicate: Mean.Roof Height, Parapet Height,
Height of Base Flashing, Component X4terial,
Anchor/Base Sheet FastenerBondin Material: Material Thickness, Fpsterigir Typ2,6 Fg$ttaner •0.0.0
Spacing or Submit M21qLftcf3jrers Dgtaijlj.that ••
Insulation Base Layer. Comply with RAS 111 J%cl qrg Ater 116,..o ••
6666•• • •
6666••
Base Insulation Size a:r/Bonding
T ckness: •••• • • 9
6666 6694•
Base Insulation FasteMaterial: • •...•
• • • •
•• •• •499 .666.6
9..696 � •
9
Top Insulation er: • . , 0
• • 96•••9
96
Top Insulat Size and Thickness: • •
.
Parape'4.. .':
Top Insulation Fastener/Bonding Material: •.'"Height'
Base Sheet(s)&No.of Ply(s):
Base Sheet Fastener/Bonding Material:
Mean
Roof
Ply Sheet(s)&No.of Ply(s): Height
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
: High Vekdty Hurricane Zone Uniform Penmft Applicallm Form.
Section D MIND Sloped Roof System)
Roof System Manufacturer: -C
c
Product Approval Number: I I - 0 3 2-1 • 0 �
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
P1: —3 P2: - P3: - Ito.•
Maximum Design Pressure
c Product Approval Specific System:
■ Method of the attachment:
alien
0000
• . . •.•• 0000..
Steep Sloped Roof Svstem Description••• .• :•: •;
0000 •r . 000006
•
0000•• .
0000.•
■ 0000 • •
D • •
7�ype
ck Type: b 0000 0.00
Underiayment: •
Roof Slope: L*3 Q
0.00•. ••
• 0000.
Insulation:
—L: 12 •00. 0000:
N0 000
Fire Barrier.
Fastener T e&Spacing:
Ridge Ventilation? yp\dhp
g i
0-C. las c�rwA
heet: Yl crNd Vr 12 - 13
Covering:
Mean Roof Height:_ 2 Q
Type &Size Drip
e: �
d w
dqW .�E) IR•
}
:
2010 FLORIDA BUILDING CADF—RFCrn;wTim
HIGH-VELOCnY HURRICANE ZONES
Florida Building Code Edition 2010
High Aloft Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
c
For Moment based file systems,choose either Method 1 or 2.Compared the values
for Mr with the values from Mr.If the Mr values are greater than or equal to the Mr
values,for each area of the roof,then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127" C
(Pt:-g•J_x X •282 = II.q� )- M, 5 I =MrsProduct Approval Mr a�
(p:: kLL x X = A.20 )- M� =Mr:1.2�1o�a Product Approval M r .6
(P3:-1 x A _ - M� =Mr3 Product Approval Mr •
Method 2 r°SimpUfied Tile Calculation Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval r&
Mr Requited Moment Resistance*
Mean Roof Height --Jp►
Roof Slope 1s' 20' 251 30' 401 •
2:12 34.4 35.5 38.2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 30.4 32.2 33.8 36.1 37.3
5:12 28.4 30.1 31.6 32.8 0 34.9
6:12 26.426.0 29A 000
•• V.5 342.4 •
7:12 24A 25.9 27.1 +*!0V.2 • 0 •
•••••• • • • •
*Must be used in conjunction with a list of moment based tile systems endgm and•bey the • . :•���:
Broward County Board of Rules and Appeals. ease ;'•'•• •
For Uplift based tile systems use Method 3. Compared the values for 0•wsith the•:••* sees**
values for Fr.If the F' values are greater than or equal to the Fr vall �fe�r each •
area of the roof,then the tile attachment method is acceptable. •
•
Method 3 `Uplift Based Tile Calculations Per RAS I29" � • ••• :`�� C
(PI:_x 1:_= x w:=---1-W:-x cos 0.- = Fri: •• F.
(P2: [:-=--x w:_-)-W•=x cos B.•-_= Fn:
' F •
x I:-__x w:__)-W:_.x cos B. = Fra:
IT
Where to Obtain Information
Description Symbol Where to find
Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height H Job Site
Roof Slope g Job Site
AerodbmamicMulti lief b PtodurtApproval
RestDring Moment due to Gravity IdFrodactApproval
Attachment Resistance Mr product val
Required Moment Resistance M Calculated
Minimum Attachment Resistance F product val
Re aired Uplift Resistance F, Calcul"
Average Tile Weight, W ProdnetA
Tile Dimensions I 1=length Product Approval
width ■
A 1 calculations must be submitted to the Building Official Tat time of it ap
plication.
MIAM1•DADE
MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mitimidede.eov/buntline/
Eagle Roofing Products LLC
1575 East C.R.470
Sumterville,FL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County BNC-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. •
.... ......
ESCRIPTION: Malibu Concrete Tile •••••• •• ....:.
......
LABELING: Each unit shall bear a permanent label with the manufacturer's name orlQg..ro.i.-city,state4rad •
following statement: "Miami-Dade County Product Control Approved",unless otherw"upted herein, •
. .
.. .. .... ......
RENEWAL of this NOA shall be considered after a renewal application has been filth}qel there has•been no ••
change in the applicable building code negatively affecting the performance of this prdduc.• ••••%
. .
......
TERMINATION of this NOA will occur after the expiration date or if there has been a revision%`age iri the •
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Oficial.
This renews NOA#06-0526.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
4444v_ NOA No.:11-0321.01
NAAFII•aN IPNTY Expiration Date: 10/05/16
l t t Approval Date: 05/12/11
Page 1 of 7
1
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub Category Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as
manufactured by Eagle Roofing Products LLC in Sumterville,FL.and described in Section 2
of this Notice of Acceptance. For locations where the pressure requirements,as determined by
applicable Building Code does not exceed the design pressure values obtained by calculations
in compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2.PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant Dimensions Specifications Description
Malibu Concrete Tile 1 = 17" TAS 112 Low profile, interlocking,high pressure
w= 12'/z" extruded concrete roof tile equipped with
''/s"thick three nail hole and double roll ribs. For
direct deck or battened nail-on, mg;tpr or
adhesive set applications.. 000000
000 *see:*
Trim Pieces 1=varies TAS 112 Accessory trim,concrete rdof pioc bs.fvi' •••0;•
w=varies use at hips, rakes,•rid0 0000
es..i.dvalley 0 0
0000. 0000..
varying thickness terminations. Manu �c'l}red for cachotile •
6 .060.0 0000.
profile. 0000 � 6
66.96.
.. .. 6666 0000..
0000..
0 .
6 • 0 0000.•
.
0000.. 6
..
• 0000..
.•6 6 666 9 9
go
NOA No.:11-0321.01
QMLAMMI-DMADE CouNTY Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 2 of 7
t
2.1 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Construction Materials PRI06178 TAS 112 08/23/06
Technologies
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102 &TAS 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix I1 TAS 108(Nail-On)
Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993
vs. smooth shank nails
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering, Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
Professional Service 224-47099 Physical Properties Sept. 1994
Industries,Inc. TAS 112
• . ease ......
The Center for Applied 25-7094-1 Static Uplift Testing : Oct;iJ94 •
Engineering,Inc. TAS 102 •••••• ••
(4" Headlap,Nails, Direct Deck,*MeV •••••
Construction)O •••••• a
The Center for Applied 25-7094-7 Static Uplift Testing •• ••; Qct,61W4
Engineering,Inc. TAS 102 •• •' a •
(4" Headlap,Nails, Battenil':e: •'
The Center for Applied 25-7094-4 Static Uplift Testing ••• Oct. 1994 :....:
Engineering, Inc. TAS 102 ••
(4"Headlap,Nails,Direct Deck, e
. .
Recover/Reroof)
The Center for Applied Project No. 307025 Wind Driven Rain Oct. I994
Engineering, Inc. Test#MDC-76 TAS 100
The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,Battens)
�I
NOA No.:11-0321.01
MIAMMAElgagwym Expiration Date: 10/05/16
• Approval Date: 05/12/11
Page 3 of 7
The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering,Inc. 25-7214-6 TAS 102
(1 Quik-Drive Screw, Direct Deck)
(1 Quik-Drive Screw, Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 TAS 101 Dec. 1998
Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999
Calculations
Walker Engineering, Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering,Inc. Evaluation 25-7094 February
Calculations 1996
Walker Engineering,Inc. Evaluation 25-7496 April 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7584 December
Calculations 25-78046-8 1996
25-7804-4& 5
25-7848-6
Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006
Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006
3. LIMITATIONS:
0000
3.1 Fire classification is not part of this acceptance, •••• ••""
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with T&S ••
106 may required,refer to applicable building code. 660:96 •• ••••
3.3 Applicant shall retain the services of a Miami-Dade County Certified Lalor��4T3'to plrrm••• rfo :"••
.
quarterly test in accordance with TAS 112,appendix`A'. Such testing shaU.ha.tubmilfed'fo• •••••
the Building Code Compliance Office for review. 0 0: 0 ••0
•••••
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applicatioht•• •••• •
Standards listed section 4.1 herein. :60:6: •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to.the roof%?dlTe .•••••
0000..
unless stated otherwise by the underlayment material manufacturers publi;bQd lterature. ••• •
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in•0
compliance with applicable building code.
NOA No.:11-0321.01
CHMMOIDMADMECOUNTY Expiration Date: 10/05/16
�gayaxlmlj Approval Date: 05/12/11
Page 4 of 7
4. INSTALLATION
4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in
strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120,
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w )
Tile Profile Weight W(lbf) Length-1 (ft) Width-w(ft)
Malibu Tile 9.5 1.417 1.04
Table 2: Aerodynamic Multipliers -X ft3
Tile X(ft ) X(f3)
Profile Batten Application Direct Deck Application
Malibu Tile 0.305 0.282
Table 3: Restoring Moments due to Gravi - M ft-lbf
Tile 3"•12" 4"A 2" 5"•12" 6"•12" 7'•12" or
Profile greater
Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck. Deck Deck
6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 .•6.08
• • • . ... •
Table 4: Attachment Resistance Expressed as a Moment-M{4Pts1bf) 00 ••
for Nail-On Systems " ' 0•••00
Tile Fastener Type Direct Deck Direct Deck••.. BUR6bS ••••••
Profile (min 15132" (min. 19132:'..•• 0-0.
••"''
plywood) plywood)••0•• 00
:04:0 :• 0000..
Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 .as
1-10d Smooth or Screw 8.8 11.8 •• • 4.1... :"
Shank Nail '
2-10d Smooth or Screw 16.4 21.9 7.1
Shank Nails
1 #8 Screw 25.8 25.8 22.9
2#8 Screw 47.1 47.1 49.1
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave Clip)
2-10d Ring Shank Nalls 43.0 1 67.5 50.9
1 Installation with a 4"the headlap and fasterners are located a min.of 2%"from head of tile.
NOA No.:11-0321.01
MIANIOADECOUN Expiration Date: 10/05/16
• Approval Date: 05/12/11
Page 5 of 7
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Malibu Tile Adhesive 26.1
2 See manufactures component a roval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoarn Product, Inc.Average weight per patty S grams.
Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Single Patt
y Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Malibu Tile Polyfoarn Pol ProTM 86.61
Pol foam Pol ProTM 45.5
4 Large paddy placement of 54 rams of Pol ProT"".
4 Medium paddy placement of 24 rams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Malibu Tile Mortar Set a 20.60OGG •....' ......
• •
5. LABELING : •
.... . .....
All tiles shall bear the imprint or identifiable marking of the manufactureAs-mare or jogo%oSee "
Detail Below}, or following statement: Miami-Dade County Product Conttdl Approved . •
••••••
• • . •
.• . . ...
EAGLE(i,,..
FLORIDA
MALIBU CONCRETE ROOF TILE LABEL,SUMTERVILLE.PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.:11-0321.01
MIAMMADE COUNTY Expiration Date: 10/05/16
zv l Approval Date: 05/12/11
Page 6 of 7
G. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
PROFILE DRAWING
0OL
sees
sees
".ease**
�F1�� - sees V' • • • •
goes
�.�' s sees•• see••
P ,.d " ems''«« •••••
...... e
• • s •
MALIBU CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.:11-0321.01
MIAMI•DADECOUNW Expiration Date: 10/05/16
�ff--1VMW9Rq#J Approval.Date: 05/12/11
Page 7 of 7
MAJ141 +I
-- MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
150 Lyon Drive
Fernley,NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Buildiryg Ude
including the High Velocity Hurricane Zone of the Florida Building Code. • •0000 006060
'
.. 9 ... •
DESCRIPTION: Polyglass Polystick Underlayments 000:60 "• ' •0.6*•
000000 0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or log®-c qty!state�Mio"lowirag ••
statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereip..... 09000••••
..
•. • • •:000 0609.8
. 000
RENEWAL of this NOA shall be considered after a renewal application has been filed ariptirt has beert no change00•
00
in the applicable building code negatively affecting the performance of this product. :•••:• .
• • • 969969
• • 9 .99 . •
TERNUNATION of this NOA will occur after the expiration date or if there has been a revision or chaage in the
materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA#11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
MIAMI•DADE COUNTY Expiration Date: 09/13/16
APPROVED Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Catep-ory: Roofing
Sub-Category: Underlayment
Material: SBS , APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt
underlayment 65'8"x 3'3-'/8" waterproofing membrane, glass fiber reinforced
Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for
#2 use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering,
underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced,
Manufacturing Location Or 65' x 3' bituminous sheet material for use as an
#1  60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield and as a flat
roof tile underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP
underlayment 32'10"x 3'33/8" ASTM D 1970 polymer modified, fiberglass or pojyg,F4ter
Manufacturing Location 100 mils thick reinforced,bituminous sheet materjaig r use as•• •
#1 & #2 an underlayment in sPolaed goof a ssen :bbes. •.
Designed as a a roof t'il'e t►derla n'I2nt.' ""'•
� � Y
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt 681`-adherini,•gl+;8-
underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinfo cecf yvkterprpofj ..:..'
(Surface Printing) 80 mils thick membrane. Designed"teg'etal rdofiag and rvo•:•
Manufacturing Location the underlayment. g.• •
#1  •""' •
.. . . •••
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing•menibrane,
underlayment 32'10"x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular
Manufacturing Location 130 mils thick surface designed for use as a tile roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
MIAMI•DADE COUNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering, polyester
Manufacturing Location 65'8" x3'3-3/8- ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
l.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Aaency Test Identifier Test Name/Report Date
Exterior Research& Design, LLC 11756.04.01-1 TAS 103 04/27/01
11756.08.01-1 ASTM D 1970 08/14/01
02202.08.05 TAS 103 08/29/05
Trinity I ERD P51 l 0.08.07 TAS 103 08/29/07
P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 •.QV26/11
P36900.09.11 TAS 103/ASTM D4798 &G155 '.LD1/11 ...•••
P37300.10.11 TAS 110/ASTM D4798&WOO •• 1O►'j9/11 •,
P40390. 08.12-1 TAS 103 &TAS 110•;•• 8'08/06/12••'•'•
P40390.08.12-2 ASTM D 1623 "' 0%/07/12:....
P40390.10.12 ASTM D 1970 •• •• •�th83/12.....
PRI Asphalt Technologies PRI01 I I I ASTM D 4977 =08/02 •.:••
PUSA-005-02-01 ASTM D 4977 ••••• •W 1/02 ••••;•
PUSA-018-02-01 ASTM D 2523 ;••;•; 007/14/03
PUSA-035-02-01 TAS 103 :.0939/06 •
PUSA-033-02-01 ASTM D 1970 �••• *.Oj4L2/06 ;....;
PUSA-055-02-02 TAS 103 '.32/:0/07
PUSA-083-02-01 TAS 103 06/30/08
PUSA-089-02-01 TAS 103/ASTM D4798 &G 15 5 07/06/09
Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 &G155 04/01/08
RX14E8A TAS 103/ASTM D4798 &G 15 5 11/09/09
DX2313813 TAS 103/ASTM D4798 &G155 02/18/10
DX23D8A TAS 103/ASTM D4798 &G155 02/18/10
NOA No.: 12-0713.02
MIAht�-uauecout�mr Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non-insulated
Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self-adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'%2"and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly curreiU.Pwduct
Control Notice of Acceptance. 0••••6 ••••••
8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. Thi flashings�ap4shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second 000
fay; of Polystick shall pe
applied over the underlayment. :-000:
0000
9 •66696
0000 . 00000
00.00. . 00
0000.
.. .. 0000 00
•96966
0000..
. . . . 000000
0000..
. .0609.
66 6 . 669
699*
MIAM4DAQE COUNTY NOA No.: 12-0713.02
� Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR-Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations(days)
MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven,FL. 180 180 180 180 180 180 180 90
Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be u�ed•i%both
adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe, ano Du%Pro arMlihited to•••:
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened4l;battep�.::.
roof tile applications. Polystick TU P may be used in both adhesive set and mecha*.n'Q0j fastenea,roof the
0000..
applications with the exception of mortar set tile applications. 0000 •
0000..
0000.
9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile a N:Umblies-shall be as •; ..
•
00.
follows: (See Table Below) . •
00 00 0000 0000
Tile Profile Polystick MTS Polystick IR-Xe Polystick TI jW*:Pplyst}ek TUB. -90
Plus,TU P,Tile• ;0 SMA •
Pro . ... •
Flat Tile Prohibited without 5:12 No limitation No limitation
battens
Profiled Tile Prohibited without Prohibited No limitation No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
MAM4DADE COUNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
Roofing Tiles
(6 Max. Per Stack) '
�a
Q 12
O
6
N
r
t0
Fbof Deck prepared ViM
POLWnCKTU Plus
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe,
TU, TU Plus, TU P,TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR-Xe,TU, TU Plus,TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibi rty of the
products,wind uplift resistance, and fire testing results. •
...... 00 . 0000..
LABELING:
000. •
0 .
0000
0000..
1. All membranes or packaging shall bear the imprint or identifiable marking of the rl'1 uvi cturersname or logos.
city and state of manufacturing facility and the following statement: "Miami-Dade 6mrity rrgdait Coint'el'•
Approved" or the Miami-Dade County Product Control Seal as shown below. •••••• "" 00
...... .
00
MIAMI-DADE COUNTY • 0 •.0.0•0 00000:0 0 0 0•
0
,...� � 0
•
• •• • •• .60000
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1.This Notice of Acceptance.
2.Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
NOA No.: 12-0713.02
MIAMI•DADE COUNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1"metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on
the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area
being back-nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps)must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6"wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight CJJ)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets;exposed vall2�t'or
exposed roof to wall details.
...... .. . ......
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyp4*45&PremiumModifiJ4...
;
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglas$F".100 MECV"ng '
Cement to the area in need of repair, followed by a patch of the Polystick material ofrke kind-should be s(;%:..
•
and hand rolled in place over the area needing such repair. Patching membrane sh4il%.a minift-M.
.of 6
inches in either direction. The repair should be installed in such a way so that water WArun parallel to or •
over the top of all laps of the patch. •
. . . . ......
10. All self-adhered membranes must be rolled to ensure full contact with approved sub6siiatcs. Polygws
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hancrrollens are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
NOA No.: 12-0713.02
MIAM1•DADECOUNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association(NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
. . .... ......
...... .. . ......
......
..... . .....
...... . .. .....
.. .. .... ......
......
:0000.
. .
NOA No.: 12-0713.02
MAMI-DADS couNTY Expiration Date: 09/13/16
CUMApproval Date: 02/14/13
Page 8 of 8
Mewl
!� MIAMI-DADE COUNTY"
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street.Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220-05-E-06
St.Paul,MN.55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. .•000:•00 a
. 0000..
Goo
•
DESCRIPTION: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 •• •••• 0 0 0 0:.
0000..
0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logopaity,•state end.fojlowirtg •
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein!••• • 00:000•:000
000000 . .. 0000.
RENEWAL of this NOA shall be considered after a renewal application has been filed and•tliere has been no change,0
0 •
000.. •
in the applicable building code negatively affecting the performance of this product. 0000:.
.000.0
•
000..
TERMINATION of this NOA will occur after the expiration date or if there has been a revi*lor;or ch4ag1 ilk the :-000:•
materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of qty ptoduct,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 1 l-0124.04 and consists of pages I through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0228.18
Expiration Date: 05/10/17
MIAMI'DADE COVKiY Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
ProPack®30& 100 N/A Dispensing Equipment 866900
. . .... ••••••
PRODUCTS MANUFACTURED BY OTHERS: •••••• •••• ••""
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current%QA which list noomen£'•••:
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 :*sees •••••
roof tile adhesive. •
...... . .. .....
.. .. .... ......
MANUFACTURING LOCATION: ••'•• •
. . . . ......
1. Tomball,TX. 040 ::*Goo:
•• . • ...
••
PHYSICAL PROPERTIES:
Prope Test Results
Density ASTM D 1622 1.6 lbs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks
+6.0%Volume Change @158°F., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
0220011411 M1AMI0DADBC Approval Date: 05/10/12
Page 2 of 7
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12128/98 ......
520109-200...... .. .
•
as
520109-3 •
.....
520109-6 •••••' o
'.
000904
520109-7 •
520191-1 TAS 101 „� ,0340.2/99
520109-2-1 '
......
•
LIMITATIONS: ` ` ...•.• 0 0.0•'
•
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asserrobly;or fire,rating. •
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low,&high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
FI
- W
F•=_\21
MS
NOA No.: 12-0228.18
MlAfM1 DARE COUMrY Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance, expressed as an uplift based system,to meet or exceed the uplift resistance determined in
compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or
ProPack®30 & 100 dispensing equipment only.
0000
7. 3 MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanintlyto sunlfg4t,.• 0 0 0 0..
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minuM after 3KOm Z': `•
Component Foam Roof Tile Adhesive AH-160 has been dispensed. """ •• • ;••••
0000.. •
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patt)bweiuht shall bo-
accordance
aaccordance with the'Placement Details'herein. Each generic tile profile requires the speeKiic placement noted*:".
herein.
0000.. . .. 0000.
•
00 00 0000 00000
.
Table 1: Adhesive Placement For Each Generic Tile ProfilQ ..•0 •
......
Tile Profile Placement Detail Single Paddy Weight Tviiro Saddy Weight. er •
Min.(grams) p;ddy•1VIin.(gj;; )
Flat,Low, High Profiles #1 35 N/A
High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an N/A
Flat,Low,High Profiles #2 24 N/A
Flat,Low,High Profiles #3 8
NOA No.: 12-0228.18
M1AMbDADE BOUNTY Expiration Date: 05/10/17
E Approval Date: 05/10/12
�lgjayxPage 4 of 7
LABELING:
All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL I
SINGLE PATTY
Nall through plastic cement Paddy(Beneath Toe) Nail through plastic cement
Paddy(eerreath Tlle)
underlayment Underlaymerd
e
1 1
101n.
In ,
101n.
2 in e
Eave Course e
•
•
Eave Course •
Fascia • * i ••••••
Em course only. Eave course only: • Eave closdle ••••i
Eave Closure Keep adhesive approx. Keep adhesive approx. ••• Dry ld�e•i • •
41n.up from weepholes 41n.up from waeepholes • •••••
• •••••
Nail through plastic cement oral 4'sdor • • • •
Paddy(Beneath Tile) 1)Place enough adhesive to achieve 17 to 23 ••••
Underiayment '_ square inches in contact with the pan me pl0�h�ppd�a�ona Nail tido4g11 plas0e cemerd" •
2)Tum covers upside down.Place adhesive 112 In. • • • • • ••i•
To 1 la From outside edge of cover Ole. • Soso
Then Install the Ole, o • •
Underlayment i • • • •
101n. I o • o
Eave Course o
Eave Closure
Eave co top portion Sheathing
Kip adheahre approx.41n.up Fascia of the save
from weephoI worse aver Ole.
Abut to mond course of Optional
pan Oles.Ensure save end of Point-up Mortar
pan and cover tiles are on lorrgitudhrsl
flush at save Iirre. edges of file
Eave closure Weephole Fascia
(mortar shown)
NOA No.: 12-0228.18
MIAMFDADE COUNTY Expiration Date: 05/10/17
e a Approval Date: 05/10/12
APPR
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement Paddy(Beneath Tile) Nail through plastic cement
Paddy(Beneath Tile)
Underlayment °� Underlaymem
1
° 1
7 in. �e'2 In.
71n.
°
Eave Course °
°
Fascia Fascia
Weephole
Eave CourseEave closure
Eave Closure UP edge
Nail through plastic cement Paddy(Beneath Tile)
Underlayment
o goes
.•.• .00009
6.9 000
•
000000 .• 6 606660
71n. .
/ In. .••6•• •
.••0 . • . •
° -- • . 0000..
0000 . •6•••
--- 00.00. . .• 0000.
• • •
•• •. 6000 0000..
o •
•066•• • •
Eave Closure • • 000...0 • •
• • • 0000••
Em Course Fascia ' • '
NOA No.: 12-0228.18
MIAMkY)ADE COUNTY Expiration Date: 05/10/17
APPROVED Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement paddy Nall through plastic cement Single paddy under file
(between tile) paddy between le Sin ad file
° Underlayment 9 P
Paddy 2 In.x 7 In.medium
(under Vie) she paddy save
course only
Single paddy
3 In. under the } in.x 3 in.
I x 3 in. "�, / 4 In.
4 in. Single �2 in.
Single paddy on 211.
paddy on �f
under- °
under-
layment ° layme
layment
Single paddy Fascia
Eave course on top of the Weephole
Eave
Single paddy 2 in.X 7 In.medium Course Eave closure
on top of the size paddy save Dd ed e
Fascia course only P g
Nall through plastic cement Single paddy
undart e Single paddy
between tile
.... 0000.0
.. 0 • .0. 96
.0000 00 6 000000
31n.x31n. ���� 000
4In ' - 0000. 6 .
`--_ 0 ..
1
°
Single paddy \ :_ 00000
00.00. 00000
on underlayment 2 n. 0,0
.
.
. .. 0000 0006.0
00000 . .
0 0000
Single paddy Eave Closure :...:. 0'
on top of the • 6 •0 0.0•
2 In.x 7 In.medium •• • 6 :0: • •
size paddy save course only as 0
Eave Course Fascia
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
MMI-DADECOUNTY Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section,The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contractor.The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues
such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
the agreement between the owner and the contractor.
2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units(i.e.,townhouses,condominiums,etc.) In buildings with common roofs,the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof cAjtM�can
be ved from below.The owner may wish to maintain the architectural appearancd;th0tore, roof Ml Hail "•'•'
penetration of the underside of the decking may not be acceptable.This provides the o�tio 1 of maififaiAna�'the '.
.. ... .. ......
appearance. •
•..•..
5. Ponding water:The current roof system and/or deck of the building mayirot:ain wilaTi 'play .....
cause water to pond (accumulate)in low-lying areas of the roof. Pounding can be an ipfca4on of struckural ..:..'
distress and may require the review of a professional structural engineer. Pounding N9S;shorten tl;61ke•* ......
expectancy and performance of the new roofing system. Pounding conditions may nOMIE:8tident until the ••
original roofing system is removed. Pounding conditions should be corrected. '
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the rooliis rioo 0 •
overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in
a nce with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
i error of the structure assembly(the building itself).The existing amount o i entilation shall not be
reduced. It may be beneficial to consider additional venting which can re i extending the service life of the
roof.
Owner is ignature to Contractor at to
Revised on 7/9/2009 LD
Miami Shores Village
c
gills , Building Department
10050 N.E.2nd Avenue
�oRivP' Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: J i1
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: S4-er1 (VIa
Property Address: 16 u (y t J Q y S'h'y+ kh o m i / FL 3- 3
Roofing Permit Number:
Dear Building Official:
1 Mar' certify that I am?Arequired to retrofit the roof to wall connections of my
fees
building because: •
. . *:*.. ......
❑The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.QD+Phase axacg'p*oof of ad %
0000
valorem taxation. hod :6000:
The building was constructed incompliance with the provisions of the Florida Building Code(F5Q)or with the provisions;--
...... . of 00060
....
of 1994 ed'' n of the Huth Florida Building Code (1994 SFBC) e ' •
.. .. ......
.
efe...
e . - ....... 00.00.
^n
��PNCCW :....:
.. . e see e s
Sig to Print Name •• •
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this y day of 2_015
'';•• &WICAM VARCA
Notary Public, Sate of Florida at Large ' MY COMMISSION REE848717
' , EXPIRES:March 2,2017
'..P` Bonded Thru Notary Pubpe UWwwritera
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and
il.....
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009