RF-09-988ins.pziction Worksheet
is Shores Village
10(): fq J: 2rer A•io nie Miami Shores, FL
Phoive•: (3::; p Q' .. ?04 Fax: { 5)756 -8972
Inspection Number: INSP- 122381 Permit Number: RF -6 -09 -988
Scheduled Inspection Date: August 20, 20(9
Inspector: Bruhn, Norman
Owner: STRAWDERMAN, IVEN
Job Address: 260 NE 102 Street
Miami Shores, FL
Project: <NONE>
Contractor: MIAMI ROOFING SYSTEMS WC.
Building Department Comments
re roof flat and tile (CLAY TILE)
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 1132060134730
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
August 19, 2009
kzspe ,tor Comments
CREX ED AS ;EINSPECTION FOR INSP- 116837. NO PLANS OR UPLIFT
TEST
pin
lea
For @r:Isp : :3:oR'. tat! a„,.m call_ ()5)762 -4949
Page 21 of 25
AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami -Dade County Building Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name l,4,4, Se'LleAlt-
Property Address
Roofing Permit Number %Z F' a-01
^9 t
zoo Ic /ci 5r
Dear Building Official:
I s;% %YQ `� „ f �c AID: certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by-Rule 9B -3.047 F.A.C.
Qualifying Agent
gnature of Qualifying Agent
fhle
Print Name
STATE OF FLORIDA COUNTY OF MIAMI- DAA,DE
Swam to subscribed before me this iV '
day of 1 , 20 ef
(SEAL)
ei Personally known
or Produced Identification
JOSE M. WARREN
MY COMMISSION # DD 910482
,. EXPIRES: July 23, 2013
Bonded Thru Notary Public Underwriters
CADoeumards and 9e amll/AynommmmNSWlo pffi 211loOfm& Compliance-9 umF,mnteaoo
ORIDACr►
Providing Solutions to the Roofing Industry
Lab Report No. 09- 080036
C.A. #: 26095
Lab Certificate: 08- 0514.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOLTAS -106
PROPERTY ADDRESS :: 260 NE 102 St., Miami
OWNER:
CONTRACTOR: Miami Roofing Systems
TILE TYPE: Spanish "S"
ATTACHMENT: Polyfoam
PERMIT No:
ROOFING SQUARES: 7
ROOF PITCH :: 3:12
INSPECTOR INITIALS: JH/AA
TEST DATE: 8/10/09
1 stn tguipm€nt: gitai unauson
ur-oz, Luu i um I auuiauuiI • a� �. �m - ° °�
--
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
6 -10
Passed
11 -15
Passed
16 -18
Passed
THIS ROOF HAS: PASSED
FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DARE COUNTY TAS 106.
24'
Reviewed by:
ram
Alberto Cardona, P.E
Lic. No. 17138
595 West 18th Street
Hialeah, FL 33010
"ROOF SKETCH-
141 Frorl
6'
www.floridatec.net
14
Tel: (305) 256 -4550
Fax: (866) 333 -6988
,p.m Miami Shores Village FEZIEEWM3
3051 Building Department JUL 13 2009 gi
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit No. "F-4 -07 -9
Master Permit No.
Permit Type (circle': Building Roofing
Owner's Name (Fee Simple Titleholder) iirt /f �7 /e'v4 r Phone # /erg 7'
Owner's Address `� r % ,' `, 0. A-
State
Zip 3,5
Tenant/Lessee Name '� /'� Phone #
Job Address (where the work is being done) (/ /412
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL # i// 0,7,--Oh/51,7,..4 Z�
Is Building Historically Designated YES NO
Contractor's Company *ame i9/; //2; i j5 4', cygle steS Phone # -x el 0. . l — 7 S V
Contractor's Address eo j 7 "Cs► / ® ;f % i- J
City 2 eL -z44 ■ State �e.._
Qualifier Name ol 70' y 91/02- lelj Phone #
State Certificate or Registrati Certificate of Competency No ( f D6 F37-2,
Zip 53/ ,re)
Architect/Engineer's "; i able) Phone #
Value of Wo of �` ' ; h ': 't $ Square / Linear Footage Of Work: d °74 % 54 f f
Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition
Submittal Fee $ Permit Fee $
Notary $ Training/Education Fee $
Scanning $ (9,.60 Radon $
CCF $ C® /Cu
Technology Fee $
DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $
Total Fee Now Due $ 41 'CO
See Reverse side $ L 1 '7 PAID
cf.), )24(e
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
Owner or Agent
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 _, by , day of , 20 _, by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Contractor
Sign:
Print:
My Commission Expires:
Sign:
Print:
My Commission Expires:
**:x ***** ** ****a:****** * * * * *:x: **** ** * ** x************************: x******* *** *** ** * * * * ******* ***** *** ********
APPLICATION APPROVED BY:
(Revised 07/10/07)
Plans Examiner
Engineer
Zoning
r_EVIEZVICI
la JUL 132009
BY:— =-. weemeemee
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
Of a component Is not used, identify as "NA ")
System Manufacturer: (. j?,>' 4611 fee aL)rp
Product Approval No.: O `, ` i /�71 - 0 ' a
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxl: Pt}' "Ir `' Pmax2: gD• Pmax3: / ?9
Max. Design Pressure, from the specific Product
Approval system:
Deck:
Type:
Gauge/Thickness:
Slope: 1$5//J-.
Anchor/Base Sheet & No. of PIy(s): (J' IC xi
Anchor/Base Sheet Fastener/Bopd(ng Ma�texiai:
r/ Q S CA :A �, i J
Insulation Base Layer:
Base Insulation Size
Base Insulation Fa
Top Insula
Top In u
6�-
Base
s) & No. of PIy(s):
eet Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor /Base Sheet Attachment:
Field: l " oc @ Lap, # Rows . ) @ ' "oc
Perimeter: to " oc c) Lap, # Rows -T CAD (:‘,7 " oc
Corner: (E7 " oc CO Lap, # Rows /1 I@ 6" oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
Parapet
Height
Ply Sheet(s) & No. of Ply(s):L3' 1,153 C4 VI : +iT f�
ng Material:
1CiI 1 f e_iZ
► c/Cp s
Mean 1
Roof I
Height
PERVIT
# :Pf09_9
Miami
Shores
Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALLFiFSfiiRAL
STATE AND COUNTY RULES AND REGULATIO " -S
ki Oa,
OeLf 51t, lituy
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C_,14 31(3 1310
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tr- tivs6`4
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
n �
Permit No.
CR� i C
BUILDING
PERMIT APRLICATION
Fsc 2001
Permit Type (circle): Building Electrical
TECOMETM 1111
JUN 12 2009 gy
Master Permit No.
Plumbing
Mechanical
Owner's Name (Fee Simple Titleholder) yfl R 4 wit r yiPhone # 0 59) (f/(/ - JOD-
Owner's Address ADC kJ C
€
City Piar ld , LAP S State -k 1 Zip
Tenant/Lessee Name
Phone #
Job Address (where the w¢rk is being done)
City MVfiami Shores Village
Ls Building Historically Designated YES
Contractor's Company Na
Contractor's Address LP
City I Cttm,i
County Miami -Dade Zip
NO f
0 )
me 1 IC.iti'I! ( 4 lac SpLISPhone# (& '764 555 y
Lfl kw
Qualifier
State 4- 1
Zip 3NSZ
State Certificate or Registr on No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit 4.
.:4
Type of Work:: f LlAddition N` DA1ti ration; ['New
Describe Work:
Square Footage Ofi'ark:.
Repair/Replace . Li Demolition
Submittal Fee $ —5 00 Permit Fee $ 077f CCF $' 60 CIEVeC
Notary $ raining/Education Fee $ oxQ0 . Technology Fee $ (0* 1
Scanning $ Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 s (7))days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved andarreinspectton fee will be charged
Signature
Owner or Agent_
Contractor
The foregoing instrument was acknowledged before me this /0 The foregoing instrument was acknowledged before me this, /ate
day ofIl)/ & , 20 Cc , by LV . R � Y�t�� day of ,3L;u.. , 2005 , by 16 the,- R �6� % zo?
who is personally known to me or who has produced y_kn_own_to me or who has produced
as identification and who did take an oath.
As identifi , on and who did take an oath.
NOTAR
Sign:
Print:
My Co
***************************************************************,************** * * ** * * * * ** * * * * * * * * * * * * *** * * * * **
APPLICATION APPROVED BY:
Chc 05/13/03
6
Plans Examiner
Engineer
Zoning
06/23/2009 11:55 FAX
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 11 �•�► I ��
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
lI 001/001
1111111 11111 11111 11111 11111 11111 11111 1111 1111
CPI/1 1.7101019R04-7.342-54
OR Ek 26904 Ps 33191 (11;19)
RECORDED 06/16!2009 I4:Q1:58
HARVEY RUVI14, CLERK OF CLUJRT
MIAIII -DADE COUl4TYr FLORIDA
LAST PAGE
1. Legal description of property and street/address: ciNDO 11) 100, 64
2. Description of improvement:
3. Owner(s) name and address:
0 (V
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
r f
01
5. Surety: (Payment bond required by owner from contractor, If any) STATE OF FLORIDA, COUNTY OF DADS
Name and address:
Amount 01 bond $
6. Lender's name and address:
I HEREBY CERTIFY VW du is p tie copy of the
dginelh7e7'I ,' ..ric n l i/J f
WITNE
HARV
By
S 7 `hand end ()Wiclel S.
RI)ViN, J2N1,. of CI �� end • ; j+ w wawa n
'4raiL%`iCo' ..
7. Persons within the state of Florida designated by Owner upon whom notices or other •C% uments may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
A020
COtl*
N
Courts
D.C.
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration • of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different .. 41!.eci ed)
//i
ignatu
Print Owner's Name a"
f1
Sworn to and subscribed before me this 10 day of
Notary Public
Print Notary's Name
My commission expires.
10471 02 PAGE 4 SIN
Prepared by
1(-,,,J,L„
Address: Wog IUUt_) 101 �t
JCrWtii� 1 36
ROOFING
SYSTEMS, INC.
AFFIDAVIT
To: Miami Shores Village Bldg Department
10050 NE 2 "d Ave
Miami Shores, Fl 33138
Re: Owner Name : Iven R Strawderman
Property Address: 260 NE 102 St
To Whom It May Concern:
I Javier R Martinez will verify that the roof to wall connection of the referenced property
as required by the Hurricane Mitigation. In the event there is no roof to wall connection
Florida Roof Tech will be contracted to perform the roof to wall connection improvement
in order to comply with the Florida Building Code.
Sincerely,
Javier R Martinez
President
State of Florida County of Miami -Daft
Sworn to and subscribed before me this
Day of , 2009
(SEAL)
MARTINEZ
Nota State of Florida
res Apr 14, 2012
✓,o�S Commission # DD 779122
'''F,° ;, ;go's Bonded Through National Nobly Assn.
667 NW 101 ST. Miami, FL 33150
Phone: (305) 754 -5554 * Fax (305) 754 -5332
www.miamiroofingsystems.com * miamiroofingsystems@yahoo.com
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
• FOR ROOFING CONSIDERATIONS
Rd,402.13,1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
.0,41ith 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.
7
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.
Renailing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the euri;ent 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
'ommon 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 decking can be viewed from below. The owner may wish to maintain the architectural
appearance; therefore, roofing nail penetration of the underside of the decking may not be
i acceptable. The provides the option of maintaining the appearance.
5. Ponding water: The current roof system and/or deck of the building may not
drain well and may cause water to pond (accumulate) in low -lying areas of the roof.
Ponding can be an indication of structural distress and may require the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the origieal9tofing
system is removed. Ponding conditions should be corrected. • • •
• • • •
• • •
6. Overflow scuppers (wall outlets): It is required that raiyti$u flow offso that •
the roof is not overloaded from a buildup of water. Perimeter /edge wall.or •other c4: • •
extension may block this discharge if overflow scuppers (wall outlets) ie not prdvided. It
May be necessary to install overflow scuppers in accordance with the .e i pemerras off: •
Sections R4402, R4403 and R4413. •
i
• • • ....
• • •
Ventilation: Most roof structures should have some ability tp•vent n *auta1
airflow through the interior of the structure assembl (the building itself). The exrstn•
amount of attic ventilation shall not be redueed.-It may be beneficial to consider additional
venting which can result in extending the seryrce �e of e roof.
Date
•
•
•
•
• •
••
•
• •
04 10 2004'
Date
BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES, FLORIDA 33138 -2382
TELEPHONE: (305) 795 -2204
FAX: (305) 756 -8972
INFORMATION FOR ROOF
• Application
• 2 copies Appendix F
• 2 copies Appendix E
• 2 copies Product Control Approval
• 2 copies Polyfoam Adhesive
•. • 1 C. 1
A. 04/ ••• • \JV .. .
• NOC when picking up permit
1 •
••••
• •
• • ••••
• • • •
•• • •••• •
• • • •
•• •
•
• • •
•••• • • • •
• •
•••• •
• •
•• ••
• • •
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• ••
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•
•.
•
HIGH-VELOCITY HURRICANE ZONES
SECTION R4402.14
HIGH-VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
Code..StittiOn..2664
Alig.11\sielacitiFturffqiile-ZOn0:UntfOrn.R:ett:AltApPkati.biy.rarp.
INST.RUCTION PAGE
flIVIPI-ETE THE NECESSARY 'TIONS OF
THE UNIFORM ROOFING, PERMIT
APPLICATION FORM AND MUCH THE
.REQUIRED DOGUMENTS...AS .NOI•D BELOW:
ReforSybiert)
Requ*i:Sentionsofthe
PorniltA01.1datiOn•form
Attedhrnartts:Reqtfired
..SeeLlat:SOlow
LowSiolattrOto.pfic*fort
A:fa.,•P
1.2;3i4A6,7
Proecriptive SAWNAS.106
.A,ELO
• 4..;$,',6,7
Agplittilic'attirlqie
NIA)
14.2-,4..,SAT
Corm-Vete Oi.:014y.Tit0
A,E1,0■E
12.3.44,6,7
MotaliTioas.
AJ3
•
•• •
OnTy:)
W4ad. Shinlogoarut
:Sf.s4ixes
A,Bi,D
O*ners:::Nottfipatipti for fkatifing COrOderections. (Rata:arm
Any Rapitrod:Rockfiestingtc•41g:ulAtiory.Deyounlorttation
Other
As Aprifidable
IgAi4;$40,7
ATTACH • .
1,
.Ftre'Drrec:tofy Listiog.N6s
2.
Frdry.f..Prodget Approvoi1:
Front-Peite
•Spoci.fie:Syefero Des:oription
Specific:system. Linittatiorm
General:Litnlietiona
Apo:Hooks Detail brawin
• •
• • •
• • •
•
••••
• •
• •••
• •
.
• °
•
•
• •
•
••
•
•
•• • •
Design Calculations per Section R4403, or If Applicable, RAS 127 o L
--••••
RAS 128 • • •
• • •
4.
.0therfZetil trient Produat Apptoval6
• •
•
6...
Mtihr14 at Rama Apilu'attion
•
•• •
OnTy:)
•
'Q..
O*ners:::Nottfipatipti for fkatifing COrOderections. (Rata:arm
Any Rapitrod:Rockfiestingtc•41g:ulAtiory.Deyounlorttation
7..
FLORIDA BUILDING CODE — RESIDENTIAL
• •
• •
• •
•
• •
•
•
•
• • •
•
•
• •
•
• •
• •
• •
• •
•
•
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e• • •
• • •
•
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• • •
• • •
•
•
• •
• • • •
• •
44.19
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
Master ,Permit No.
Section A (General Information)
Process No.
Contractor's Name:.
Roof Category
Low Slope _- Mechanically Fastened The orldr /Adhesive Set file
_„Asphaltic Shingles __.Metal Panel /Shingles ..._.Wood Shingles /Shakes
_Prescriptive BUR -RAS 150 ._.,Other. ,
Roof Type
.— New F‘uu .1 Re- Roofing _Recovering Repair . _,•, Maintenance
Are there Gas Vent Slacks located on the roof? `Yes rNo If yes. what type? ,.;_Natural _LPGX
Roof.System Information
Ldw slope roof area (fl.+}"• Steep Sloped area ((1.1 /443/ Total (fl.') / i:4 9 •
Section B (Roof Plan).
sketch goof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets.
9 75
15"
Z3
Y'
'
5'
S
•
•
• •
•
•
•
•
ift
•••'
•
••••
• 11 •
••••
•
••
•
•
•
•
•
•
•
• I'•
•
•
•
•
••
•
• •
•
• / •
•
•
•
•
• •
•
•
•
•
H
••
•
••
• •
•
••
••
•
•
• ,•
11
•
HIGH-VELOCITY HURRICANE ZONES
. . .
Ogdo:Ettittr.ni 120.04
•1orka din . 1410hilatOtfirHurfiTone-tcpiYynftoon OerraftlipPflogitorrForm.
SOPtltirt:P:,(L,04'AloPallApOliVal*frfl
Pa.tteiler SiOadinti for:Ant hi:a:Mast/ shoit
Attadhrrfent
qLap; Rows a Crfoo
R ac)fg" 4 7 0 474
1±10GoilniTe:lerii:opU3, s, ;g
NOA Lt 4 ikt gs:
Fu• iiKS:padific.Rectl-AssianiblY CoMP:0 nerd§
atrc itierftify Mari Lifietitrer
(it.a,totripoh6nf i4'.ndLuSkdi 'NM
8:ytt6WviantirdStUror:_,C4 1401 deed) Ceer
1).Jaalgb,Wil)0 Ptosaures; Ftorrf RAS12.13-or Otitufsitionst
Prrlaxitzta. ,Thapf2: pitrogs; 04,
iii4.60SigirPft1/35Ure #roniitie speditioN0A
%.gatenrt: —
Type:
•c,c)c-cct.
GapgtfiThltkness:
•AndhoriBbae'Sheet*No. Ply:(s): Pi 4
AnthoriBasa0mai Easte.aeriBonding moriva.
mutation Base Layer:.
Baia ln'suratron Ske-,and Thlrikneas:, 1) 1
Bkaseqnsulation,PaStanottBrinding Uaterlok i 14,
Top:InsalittiOnlayer:- P147,
TopilrfaatallOri:Slie.:arlifTtiftfongs: f1/4.), I 14
Top:trisutalion. ra:Otener/BondingM4Brial1/4.) j
Nwillaerckt #asterkem.Perilnstitafi an
00401
Held tJ i Pefirrreter OA' Cornet
EllpstrOtw:Convortqw.t.Noterugytti
Waits :.::APOita.tito::-
Ecige Termination,
Maghliri§, . tortaitithit Otosit, Cant
Rase FtWling, .COOrrter- Flashing,
5to,
:Watat: Man Rritff 14eipti. PraptE1eight,
fiejghl, of Base .rlasffing,. ODtriporient Material,
Malarial Thickness, PaOteher Type, Fastener
Shating..or Sfibrnif .Matlelfadttitara.. retails that
•etn*.4111VRA:S 1111..Choger 15.
Cap Sheet
2 Res of Ply IV
Fiberglass Basesheet
T Stripping
0000
• •
0•0•
`7)D• • •
• •
• Ir• •
Eftrs&Ariefat FaStegarfilantlirszyrOdteilai:
Clan eifen . wine Cr -NfAziT
fA.K0 of
PI tiag(E8.81:0014.194M4terl'
11 Cr
eciptifee/
•
Wood Deck
17.0.04iy: Fatal-fie Brin4lirldWarla
Cidn..e1CeC I rLc4 Qfhoi7t
f,..) 1 1
FLORIDA BUILDING CODE — RESIDENTIAL
0000
• ' •
SOO
0000
•
*0 •
• • • •
• • •
• •
•
• • •
• • •
Mean
nriit. • : •
Hight.
• • •' •
• • •
• • •
•
• • • •
• •
• • • •
• •0
• • •
000•
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•
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0000
0000
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44.21
HIGH-VELOCITY HURRICANE ZONES
Florida .Building Code Edition 20.0.4
HO'Velocitx Hurricane Zone Uniform,PermitAPplicaii09.F.orm
$ecti�fl P. tSto,613.-Siptieci lapf!Itstoil)
Roof System ManufaOturer . .±(1 IC,
Product Approval Number: (3(0 - I '')- 1 3 - O q_
Minimum Design Wind Pressures, if Applicable (rrom RAS 127 or Qaloolat(Ons):
pi: 415 P21 95: I p3. 1
Maximum Design Pressure i --) )0
Product Approval Specific System:
Method of the 'attachment: -, 1 top-1
Steep S o Description
Dedit:Typet
Rodf Slope:
:12.
.ype Undarlayrnent.
insulation.
-Ffre er:
at 50 PiS71-4
Ridge Ventilation?
.11*•■•=.•••■•••
Nip
• •
• • ••
• • •
•000
• •
••••
••••
Fastener Type & Spacing:-
Adhesive Type:
ype Cap Sheet:
Roof ecvering.:
Mean Roof Height: 19,
• • •
• • • •
/14 R5 (1.)(T1; •
' •
• ••
• • •
Type.-&.Size Drip ••••
dge:
[2 dry
dco A
• •
•
• •
• •
• •
0100:41
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the Ole attachment method is acceptable.
Method 1 "Via' Moment Based Tile Calculations Per RAS 127"
�L J pf
(Pi: '75 x), a.7t� =13' f) -Mg: 45.'31= Mr! A' 9.1 Product Approval Mf
s�
(P2: L�� a x � ' � /�_ .� 0 � 4 Mg; <J • �P! = Mr2 � r�� Product Approval Mf I ds
(P3: cf,�r 1 x tL) = I: ' _ Mg: 4.5' = Mr3 '7' Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Bclow"
Required Moment of Resistance (Mr) From Table Below Pmduct Approval Mf
Mr required Moment Resistance*
Mean Roof Height ->
Roof Slope ,J,
15'
20'
25'
30'
40'
2:12
34.4
36.5
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
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
"Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values.
for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(Pt•
(P2:
(P3:
xL = xw:= ) -W:
xL = xw:= ) -W:
= xw:= ) -W:
xL
xeoS0 =Frt
x cos (3 = Fri
x cos 0 = Fr3
Product Approval F'
Product Approval H
Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
• • • • •
Design Pressure
PI or P2 or P3
• •
RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7
•.••
••••
Mean Roof Height
H
Job Site
••
•
• • 4
• • 4
Roof Slope
0
Job Site
•
•
Aerodynamic Multiplier
2
Product Approval
••••
• ••••
•
• •
•
Restoring Moment due to
Gravity
M
g
Product Approval
•
•• ••
•
• • •
• • t
• ••
Attachment Resistance
Mf
Product Approval
• •
•
•
Required Moment Resistance
Ma
Calculated
•
• •
•
•••.
• ••••
Minimum Attachment
Resistance
F"
Product Approval
• •
too
•
•
• • •
• •
*oil.
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submit ed to the building official at the time of permit application.
•
•
•
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•
• •
•
•
•
FLORIDA BUILDING CODE - BUILDING 15.35
MIA 11/1 AD
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
'MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CertainTeed Corporation (PA)
1400 Union Meeting Road, P.O. Box 1100
Blue Bell, PA 19422
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke
this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Conventional Built -Up -Roof Systems Over Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
edit/
• •
TERMINATION of this NOA will occur after the expiration date or if there has 1. en•a ievision N
change in the materials, use, and/or manufacture of the product or process. Misuse of� �ii•s• ;IOA amit ;
endorsement of any product, for sales, advertising or any other purposes shall autoniajly terminate
-this NOA. Failure to comply with any section of this NOA shall be cause for terminatiou and removal•of
NOA.
• •
••••
•
•• •
• • • • • •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade eodifty, Flofida•'and
followed by the expiration date may be displayed in advertising literature. If any pa4 i f 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 ofita.. •
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrqugh 21.
The submitted documentation was reviewed by Jorge L. Acebo.
M •DADECOUNTY
APPROVED
NOA No.: 08- 0227.07
Expiration Date: 06/19/13,
Approval Date: 05/15/08
Page 1 of 21
•
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•
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Deck Type 1: Wood, Non - Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(2): Base sheet mechanically attached.
All General and System Limitations apply.
Base Sheet:
Fastening:
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure:
MIAM 1 ' E CO
APPROVED
lasBase base sheet
r Flintglas Premium Ply Sheet mechanically attached as
Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and
approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the
sheet 8 "o.c.
--'. -- ___,--,„,
V peo r mor . ► lies of Flintglas Ply Sheet (Type I r Flintglas Premium Ply Sheet
VI) or # Asp a adhered in a full mopping of
approved asphalt at an application rate of 20- 35lbs. /sq.
(Optional) a ne pi of Flintglas Mineral Surface cap sheet <: dhered in a full
mopping o ' p . v + asp : 'an app rca on rate o r= 5 Ibs. /sq.
(Required if no cap sheet is used) Install one of the following:
1. Gravel or slag applied at 400lb. /sq. and 300 lb./sq. respectively in a flood coat
of approved asphalt at 60 lbisq.
2. A two part coating consisting of a base coat of Static Asphalt Fibered
Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal. /sq.
Sta -Kool non- fibered aluminum coating or fibered APOC No. 212.
-52.5 psf. (See General Limitation #7)
• J
• J •
•• •
•
••.
•
•
•••• •
• • • •
•• •
•
•••• • •
• •
•••• •
•• •
• • •
• ••
• •
•• ••
•
• • •
• • ••••
• • • •
• • •••• •
• • •
•• • • •• • •
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• •
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•
•
NOA No.: 08-0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 19 of 21
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. 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- 40lbs. /sq., or mechanically attached using
the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
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 the base sheet
shall 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 side lap 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.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as
field - tested, are below 275 lb£ insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on
a minimum fastener resistance value in conjunction with the maximum design value listed within a
specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said
revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application
Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements•ofi4hese
areas. Fastener densities shall be increased for both insulation and base sheet• *s caloalfted in •
compliance with Roofing Application Standard RAS 117. Calculations prepared; signed aif'd healed • ' •
by a Florida registered Professional Engineer, Registered Architect, or RegisftterRoof C& sultant •
• (When this limitation is specifically referred within this NOA, General Limuauon #9 will ngt be • •
applicable.) • • • • • • • •
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing teriggtign designs shall • •
conform to Roofing Application Standard RAS 111 and applicable wind load regallevttents.: • • • • •
9. The maximum designed pressure limitation listed shall be applicable to all roof teesre zones (re. • •
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall ie permitted jbt• • •
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended camel anecorners)°' • • •
•
(When this limitation is specifically referred within this NOA, General Limitiiio #7 wa l gibe •
n
applicable.)
END OF THIS ACCEPTANCE
NOA No.: 08- 0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 21 of 21
TGFU.R11656 - Roofing Systems Page 3 of 3
Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder.
Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood
fiber, any thickness.
Membrane: — Three or four layers of Type G1 "Flintgias" ply sheet.
Surfacing: — Gravel or slag.
8. Deck: C -15/32
Vapor Retarde
Insulatio
fiber.
Base Sheet: —
Ply Sheets: —
Cap Sheet:
Optional
Incline: 1
— Type G2 "Glasbase" or UL Classified vapor retarder.
— One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood
One la er T pe G2 "Glasbase" base shee
o a ers y:- _'"' g. p s`e
One ayer ype tg
s
cap s
eet.
•
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• • • • • • • • • • • • http: // database.ul.com/cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name =T... • 2/26/2009
••• • • • ••• • •
TGFU.R11656 - Roofing Systems
Page Bottom
See General Information for Roofing Systems
CERTAINTEED CORP
ROOFING PRODUCTS GROUP
1400 UNION MEETING RD
PO BOX 1100
BLUE BELL, PA 19422 USA
TGFU.R11656
Roofing Systems
Roofing Systems
R11656
Page 1 of 3
Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions
indicated below.
Type G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base
Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable
alternate for Type 30 Cap Sheets. Fiex- I -Glas, Premium Flex- I -Glas or Flex- I -Glas FR Base Sheet is a suitable alternate for the G2
glass base and the Type 15 All-Weather/Empire base sheet.
Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in
place.
Black Diamond base sheet is limited to noncombustible decks and combustible decks requiring insulation.
Two plies Type G1 may be utilized in place of one ply Type G2.
EPS insulation followed by 1/2 in. cover board may be utilized in any of the following systems.
The "YOSEMITE" may be used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof
deck systems.
"Torch APP" may be utilized In any of the following systems that contain "Flintlastic STA ".
"Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all application Classifications.
References to Type G2 base sheets includes "Channel -Vent GB ".
"FIIntBoard Iso ", "FIIntBoard Iso Cold ", "FlintBoard Iso -T" or "FIIntBoard Iso Plus ", may be used wherever polylsocyanurate Insulation
is specified.
Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below, limited
to '/z in. Incline:
Membrane
AcceptaplA Mtirnitt
•
•
•
•
•
Flintglas Mineral- Surface Cap Sheet
Flintglas Cap Sheet CoolStar •• •
•
•
Flintlastic GMS Premium
Flintlastic Premium GMS CoolStar
Flintlastic White Diamond GTA
Flintlastic White Diamond MBA CoolStai• • • •
• • • •
• •
•
•
•
•
•
•
•
GTS
•Flintlastic
Flintlastic GTS CoolStar • • • • • • • •
•
• •
• •
• •
•
•
Fllntlastic Premium FR -P
• • -
Flintlastic Premium FR -P CoolStar
•
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a
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http: / /database.ul.com/cgi- bin /XYV/ template/ LISEXT /1FRAME /showpage7htmi ?name--7f.7. 2726/2009
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
U.S. Tile
10650 NW 123 St Road
Medley, FL. 33178
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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.
DESCRIPTION Real `S' Clay Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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�nanutact e f ar is disZribt34ors
and shall be available for inspection at the job site at the request of the Building Offic? . •
.. ••• •• • • • ••
This revises NOA# 05- 1019.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
.. .
• ••
• • • •
NbA N.: (16- 1213.04:
• • • • • Expiration bate: t IIf3/11 •
Approval Date: 09/18/08
• � •
..Pape 1 of 9
•
• • ▪ • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
..• • • • ••. • •
••• .•. • •
• • • • .. •
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Deck Type:
Roofing
07320 Roofing Tiles
Clay
Wood
1. SCOPE
This approves a new roofing system using "Real `S' Clay Tile" as manufactured by U.S. Tile 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
Applicant
Real `S' Tile
Trim Pieces
Test Product
Dimensions Specifications Description,
L = 18.25" ASTM C1167 High profile clay roof tile. For direct deck or
W = 12.5" battened nail -on applications.
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
PRI Construction Materials
Technology
IBA Consultants, Inc.
IBA Consultants, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
ASTM C1167 Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Identifier Test Name/Report Date
UST- 005 -02 -01 TAS 101 Mar. 2008
4318 -15 ASTM C 1167 Aug. 2007
4318 -30 TAS 10.1 June 2008
7161 -03 Static Uplift Testing Dec. 1991
Appendix III PA 102 & 102(A)
Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 PA 108 (Nail -On)
P09647 -01 Wind Tunnel Testing Aug. 1994
PA 108 (Mortar Set)
P0402 Withdrawal Resistance Sept. 1993
Testing of screw . v. .. s. smoo. th
. • • • • •
shank )tails ; • • • • • • • •
• •
94 -083 Static Uplift tstipg • .;
PA 101 (Adhesive Set)
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• irpril 19911 •
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• • • Expiration Bate: 044131h •
Approval- Date:-09/I8/08
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The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering, Inc. PA 101 (Mortar Set)
The Center for Applied 25- 7094 -(3, 6 & 9) Static Uplift Testing Oct. 1994
Engineering, Inc. PA 102
The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994
Engineering, Inc. PA 102
The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Feb. 1995
Engineering, Inc. PA 102
The Center for Applied 25- 7214 -(3, 4, &7) Static Uplift Testing March, 1995
Engineering, Inc. PA 102
The Center for Applied 25- 7804 -4 Static Uplift Testing Sep. 1996
Engineering, Inc. PA 102
Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998
Testing Services PA 101
Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999
Testing Services PA 101
3. LINIITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
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• • . • . • • • • • • • .
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•
• • • r . , • - • NuA .: 4G- 'Z1:3.Q4 .
• • . • expiration ]bate: 0464.3/f i .
Approval Date: 09/18/08
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F.
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4. INSTALLATION
4.1 Real "S" Clay Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119 and RAS 120.
4.2 Real "S" Clay Tile may be installed with various starter tile configurations in accordance
with RAS 11.8, 119, 120 and/or the US Tile Faux starter tile system as detailed herein.
4.2.1 The US Tile Faux starter tile system uses the US Tile Mission Clay Barrel tile with a
current NOA as the starter course as described below which is then proceed by the
Real S tile for the remainder of the roof.
4.2.1.1 The US Tile Faux starter system can be installed with starter barrel pan and
cap tiles set in a full bed of adhesive and/or mortar. See Detail B.
4.2.1.2 One or more additional booster tiles made from the US Tile Mission Clay
Barrel may be installed to achieve the desired aesthetics. The booster pieces
shall have a minimum length of three inch and shall be installed in a full bed of
adhesive and/or mortar or mechanically fastened with any approved #12 pan
head insulation screw of sufficient length to penetrate 3/16 of an inch through
the sheeting. See Detail C.
4.3 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight W (ibf)
Length -I (ft)
Width -w (ft)
Real 'S' Clay Tile
8.3
1.54
1.02
Table 3: Restoring Moments due to Gravity - M„ (ft -Ibf)
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
3 ":12"
A (ft) Direct _ Application
Real 'S' Clay Tile
6 ":12"
( 0.310
Table 3: Restoring Moments due to Gravity - M„ (ft -Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
Greater than
7":12"
Real 'S' Clay
Tile
Direct Deck
Direct Deck
Dir k
Direct Deck
Direct Deck
Direct Deck
5.71
5.63
.51 .
5.34
5.12
4.83
MIAMI'DADE COUNTY
APPROVED
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NOA A.:01643044
01643044
• • Ezpiiadion bate: 0AS1•3/41 •
Approval Date: 09/18/08
Page 4 of 9
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Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Real 'S'
Clay Tile
2 -10d Ring Shank Nails
28.6
41.2
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
1 #8 Screw
20.7
20.7
2 #8 Screw
43.2
43.2
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
2 -10d. Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
2 -10d Ring Shank Nails' 33.1 48.1
1. Installation with a 3" tile headlap and fasterners are located a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Real `S' Clay Tile
Polyfoam PolyProThrl - Average weight
per patty 10 grams.
47.9
TileBond' — Average weight per patty 8
grams.
36.5
1 See manufactures component approval for installation requirements.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resi ce
Real `S' Clay Tile
Polyfoam PolyProT"", average patty weight 63 grams
6.2.10
Polyfoam PolyProTM, average patty weight 24 grams
. 0
Pol oam Pot ProTM avera• e .a wei. ht 58.7 • rams
51.28
Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
'•. Wesisl:aude : :
•••
Real `S' Clay Tile
Mortar Sets
• • •; g4:5 : 1 :6:
•• ••• •• • • •
• •
••
5 Tile -Tite Roof Tile Mortar.
MIAMI-DADE COUNTY
APPROVED
••
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• •
• • • Expiration Bate: 040/1.1• •
Approval Date: 09/18/08
Page 5 of 9
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NoA No.: 06- f7.1ZAril
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as .
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
TRINIDAD UST
LABEL FOR REAL `S' CLAY TILE
(LOCATED ON THE UNDERSIDE OF TILE)
6. 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 the Building Official or applicable building code
in order to properly evaluate the installation of this system.
MIAMI•DADE COUNTY
APPROVED
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• • • • • • • -• •
•• • • NEA N5.: 0L -1'2j C4
• • • •. l xpiraetion *Ate: 0¢ /•13 /P1,, •
Approval Date: 09/18/08
Page 6 of 9
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PROFILE DRAWING
DETAIL A
REAL `S' CLAY TILE
MIAMIOADE COUNTY
APPROVED
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• • • • NbA N .: 46 -i.1 i.04:
•• ••Expiri • aton mate: tW 3 /il•
Approval Date: 09/18/08
Page 7 of 9
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DETAIL B
MANMADE COUNTY
APPROVED
FAUX STARTER SYSTEM WITH BARREL PAN AND CAP TILE
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: -: PIO%Voi 06 :12113.04;
• Expiration Date:94 /13 /PP •
Approval Date: 09/18/08-
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••• • • • ••• • •
Cap Tile
Pan Tile
DETAIL C
'S' Tile
'414
J
with
Mortar wee eave phole closure
Starter Booster Tile
FAUX STARTER SYSTEM WITH BOOSTER TILE(S) AND BARREL PAN AND CAP TILE
Cap Tile
MIAMI•DADE COUNTY
APPROVED
Double Starter Booster Tile
.. ... . • • ••
MULTIPLE BOOSTER TILE STARTER DETAIL
• • •
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END OF THIS ACCEPTANCE
.• • ... ••• • •
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•• • • • • • • • •
1••O•A Vol.: 06:1216.04: • •
• Expiration Date:604 /13/D •
Approval Date: 09118/08
••• • • • . . . . • . . •:Tt°!:•.t . . • . • • .• .• • ••• • •
MIAMI D
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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 NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Jorge L. Acebo.
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•• •- ... .•. • •
• :110A MO 06-)201.02
J xpirationbaxe: 115/16 /11':
' Approval irate: 64l13/0b'
Page 1 of 7
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ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro@ 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
Polypro II) AH160
Foampro® RTF 1000
ProPack® 30 & 100
Dimensions
Test
Specifications
N/A TAS 101
N/A
N/A
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average vgugc as tleternaine$1
by accepted ASTM test methods and are subject to normal manufactdring v$rihtn, . • .
• •• • • • • .••
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• :NOA No4 X064201.02
Ixp ration bate:
Approval Date: d4/13/08 •
Page 2 of 7
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EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA 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[1] 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 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polyproee AH160 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 Polypro® 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.
,F
• 2
MS
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•• • ••• ••. • • •
• • • • NOA No. 061201.02. • •
. E . • . • • •
• xpi: ation Date: tt5/10/11 . • • • •
Approval Date: 04/13/06
Page 3 of 7
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INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 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 Polypro® AH160 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. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with
Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
LABELING:
All Polypro® 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 proper � evaluate 41.e •
installation of this system. • • • • • • • • •
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• : Np41' ?..: 06120t.02.: • •
• •Exitigfition Ape: r10/11.• • • •
Approval Date: 04/13/06
Page 4 of 7
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000 • • • 000 • •
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Paddy (Beneath Tile)
EaveComae
Eave course only:
Keep adhesive approx.
4 in. up fromweephoIes
Fascia
Weeplwle
Eave closure
Drip edge
1) Place enough adhesive to achieve 11 to 23 OPtio� for
square inches In contact with the pantile steep pitch applications
2) Tun covers upsidedown Place adhesive 112 hi.
To 1 hi. From outside odge of cover die.
Then histaff the tde.
Underlayment
Nall through plastic cement
Re
top pardon
of the eave
course cover tile.
Abut to second course of
pan tiles. Ensure eave end of
pan and cover Wee are
flush at save lan.
Eave closure
{mortar shown)
Weephole Fascia B
Sheathing
Optional
Pohdup Mortar
on longfludhad
edges of We
00 00• • • • • • .•
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•• 00• •• • • • •.
•• • •00 0410 • •
i • • :NPA lip •06- p201.02 • i i i
• •Dxpirattion Dpte: t 3f10/1; • • • • •
Approval Date: 04/13/06
Page 5 of 7
000 • • • • 000 • •
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• 00 00 • • • 00 ••
000 • • 0 0.• • •
Nail through plastic cement
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement
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• • • 4 0 A
• Expiration •Date: 15/18/11• • :
• Approval Bate: 84 /13/06 •
Page 6 of 7
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ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under file)
31n.
I x3in.
Single paddy on
under -
layment
Single paddy
under tile
Single paddy
on top of file
Eave course
2In. X7 in. medium
size paddy eave
Fascia course only
Nall through plastic cement Single paddy under tile
Underlayment Single paddy between tile
21n. x 7 in. medium
cou paddy eave
course on
aos
} in.x 3 In.
/ 41n.
Single
paddy on
under -
layment
Single paddy
on top of tile
Eave
Course
Fascia
Weephole
Eave closure
Drip edge
Nail through plastic cement
Single paddy
under tile
Single paddy
between tile
3 In.
Single paddy
on underlayment
Single paddy
on top of tile
Eave Course
2In. x 7 In. medium
size paddy eave course only
Fascia
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•
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END OF THIS ACCEPTANCE ..' •.. •• • ••• ••
.• • ••• ••• • •
•. • iw t N® :06:0201.42 . •
tx iritron:Dste: :i/lb/1 f:
•
Approval Bate: TJ4/13/ti66
4' Page 7 o 7
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SUBJECT TO COMPUANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
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