BP-04-654Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 6/8/2004
Building Permit
Permit Number: BP2004 -654
Applicant: JOSEPH DAY
Owner: DAY JOSEPH
JOB ADDRESS: 1032 NE 98 ST
Contractor KAWALEK, PAUL RICHARD
Local Phone: 786- 277 -9540
Parcel # 1132050180320
Contractor's Address: P.O. BOX 531051
Legal Description: REV PL MIAMI SHORES SEC 8
Page 1 of 1
PB 43 -69 LOT 15
BLK 180 LOT
Fees: Description Amount
FEE2004 -5740 Building Fee $250.00
FEE2004 -5741 CCF $3.60
FEE2004 -5742 Notary Fee $5.00
FEE2004 -5743 Training and Education Fee $1.20
FEE2004 -5744 Technology Fee $6.25
FEE2004 -5745 Scanning Fee $9.00
Total Fees: $275.05
Total Fees: $275.05
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 11/13/2004 Construction Value: $6,000.00
Work: ROOF ADDITION
Signed: (INSPECTOR)
3th 0 9 PAID
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
MI/ ,ivl VILLAGE
sUILD� J DEPARTMENT
3(5- 795 -2204
Bui Re
Address
Company
Phone #
Inspection Date
rawGlP�c
Approved
b
orrection
Re- Insp'n Fee
per" MIAMI SHOT)ES VILLAGE
BUILDING DEPARTMENT 33(1 7S
f �e
• 305- 795 -2204
1j i Building Inspection Request
Dat
Type Ins
Permit No.
Name ((050
Address (03-5 KE �o4s
Company 7 _ C-() (C
Phone #
Inspection Date e I .
Correction
Re -Insp' n Fee ❑
ik1414Le
r...
vi R i 7 goo(
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fag: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address 1 3 e.
City I'Ai tav i 5h011- fate
ry
Electrical
Permit No. i92C64 (QS (t —
Master Permit No.
Plumbing Mechanical
Tenant/Lessee Name
Phone #
Roofing
Zip
Phone #
Job Address (where the work is being done) % 0 l y‘o, Sth 3'
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO
Contractor's Company ame (k/ cat ; COI P
I : J Phone #
Contractor's Address i 0 Q)( S3 o g
City Ari■ � State eL
Qualifier Ov
&Wood
Zip
33 I 3g—
3og '151).-01q7
Architect/Engineer's Name (if applicable) Phone #
boo 0(00
$ Value of Work For this Permit
Square Footage Of Work:
5oo
Type of Work: ['Addition DAlteration New ❑ Repair/Replace ❑ Demolition
Describe Work: Ir\ -1:1- 6-1 1 a ft e w ro 0
"tom S **,***,************* ** *** * * * **t *ryF * * * * *** * * * **** * ** 3*b* * **
� C)
Submittal Fee e Permit Fee $ -' CCU CO /CC
P t/
Notary $ J Training/Education Fee $ ! l) t Technology Fee $ R3-
Scanning $ 9' Radon $ Zoning Bond $
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
Structural Plan Review. $
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 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.
Signa
Owner or Agent
The foregoing instrument was acknowledged before me this The fore: +' ng instrument was ackno dg' ejd�before me this 17
day of , 20 _, by , day of r 20 01 by ackno
` "'' }2c .t0 .
who is personally known to me or who has produced who is personally . . to me or who has produced
As identification and who did take an oath. dentification and who did take an oath. •
Signature
Contractor
NOTARY PUBLIC: NOTARY PUBLI
Sign: Sign:
Print: Print:
My Commission Expires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 12/15/03
JUN * ** * ZU * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General, Information)
Master Permit No.
Contractor's Name
Job Address
1
Process No.
&W cc V lei
Ni
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles /Shakes
Shingles ,. ARE THERE
❑ Prescriptive BUR -RAS 150 GAS VENT STACK?
ROOF TYPE YES 0 NO ❑ .
TYPE- NATURAL ❑ LAC
❑ New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
500 Soo
Section B (Roof Plan)
Sketch Roof 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.
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1Bg:II ICI: HHIE 1E'I1Ia1E :I:: 1:a :aa C "Eaa : :BI @ :1:aEa1 :EBa1 B I'a
=1111 I1 ■■■.:.di k.Es 1■ua■■ . sUso ■ *RCE sass ■�iiasasa■1 .....■ a
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laaa ■1■■sae ■Blum\ \1 sa■ ■111.1 ■111 ■11 ■1 11■1111a ■ ■11■ ■aa/1■1U ■111111
1MMNEa ■1mar4Iasra■ ■►�m�mlalm ■shamus ■a■ ■ ■ ■assmm■masallmmml ■►A11m■ ■ #■1111
1i ■■a■m1IM■ ■rr■■C■sa■■sass■■■■■ ■ ■ ■■■C■ 111■ 1 ■■■■1■11■■1■a■►Am11■mm11■ma■■
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mmusms::
cirida Building Code:Edition 2002 —
ty Hurricane Zone Uniform Permit Application Form.
SectIon Steep Sloped Roof Systeml
:;: •
Roo,,-f.S,--ys,-.t..-em ., M anuf.acture-1,: ri)f
t t-.
,
4
•
Notice of Acceptance Nuaiber: 0.2 HIS 103,
.,,
Minimum Design Wind Pressures, if Applicable
P1: 4'-'1%b P2: 1
(From RAS 127 or Calculations):
Ooib P3: 100 b
Maximum Design Pressure 43 bi S
From the NOA S a ecific stem :
Method of tile attachment: PO ) y 4).0awi (2 a. IN eS i Lie
Roof Slope:
12
Steep Sloped Roof System Description
Deck Type:
htb
ype Underlayment:
nsulation:
1430 Fel4
Fire Barrier:
Ridge Ventilation?
iv*
astener Type & Spacing:
Phi" KS. ivetas
dhesive Type:
#11 ttSpAa-
ype Cap Sheet:
Mean Roof Height: la I
15t10 6 ieCis.{?
Ath,t4t,,,petrIt-5/1
c icv
Type & Size Drip'
dge:
oof Covering:
I ')(3 v
•
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculationsi
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mrwith the values from M i. If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
41 L Meth
(Pi: ► a _t_a
(P2: ti • . X ,
(P3: Tiril 1
1
nt Based T
— Mg :.
Mg:
Mg:
al glut o 1 Per RAS 127"
�� 66 `7 NOA 1Vlr
°� s.Z. l NOA Mr
iyr3 +2 NOA Mr
•
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (W,) From Table Below NOA Af
dean Roof Height
M. Required Moment Resistance*
15'
20'
25'
30'
40'
—
Roof Slope
2:
34.4
38.5
38.2
39.7
42.2
3:12
32.2
34A
38.0
37.1
30.8
4:12
304
32.2
33.8
35.1
37.3
8:12
234
30.1
3T.8
32.8
34.9
8:12
2.4
28.0
294
30.5
32.4
7:12
WA
25.9
27.1
282
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 "Uplift Based Tile Calculations Per RAS 127"
(P1: x I: a x w: ) - W: x cos 0: = Fri: NOA F'
(P2: x I: = x w: _ ) - W: x cos 9: = Fra: NOA F'
(P3 : x l: x w: _ ) — W: x cos O: = Fr3: NOA F'
•
Where to Obtain Information' .
Description
Symbol
Where to find •
Design Presort
P1 orP2 orP3
_
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
NOA
Restoring Moment due to Gravity
Ma
NOA
Attachment Resistance
Mr
NOA
Required Moment Resistance
MM
Calculated
Minimum Attachment Resistance
F'
NOA
Required Uplift Resistance
F:
Calculated
Av -, Tile We
W
NOA
• T e
in length
w •width
NOA
•
All calculations mmtbe submitted to the Building Official at the time ofpetmitapplication.
�.t
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter
15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been
explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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 Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (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 work to be performed.
4. Exposed Ceilings: 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
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this 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
original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability. to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
07 14 Date
Owner's/Agent's Signature
Contractor's Signature
I u11,Dr4G CODit COMPLIANCY, OFFICE (IaCeO)
P RO.DvCT CONTROL L D i V1$,1414
N(D_._ MI bN ACCEP O. fNQj)
Mater (USA),
68Q1 Nye 7r Avenue
Miasul, FL 331416
Scam
This NM is being farmed tinder the applicable rules and regulations governing 'the use of earnt:oc lot materials,
The dome nel taboo submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Road of Rules and Appeals (BORA) to be used in Meted Dade County end other areas where allowed by
the Authority Having Jurisdiction (A113).
This NOA. shall not be valid after the expiration date stated below. The Miami-Dade Canny Product Control
Division (in Miami Dade County) sad/or the A13J (in areas other than Miami Dade County) xeaerra the right to
have this product or material touted for quality assurance purposes, If this product- or material fails to perfemta. in
the accepted matron the aeenufaoturerr will incur the expense of suss stating and the Ant may immediately
evoke, modify, es' suspend the use of such product or Material within their jurisdiction. DORA reserve* the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or
moods/ hie to meet the requirements of the applloab.t building code.
This product is approved as described herein, and hss been designed to comply with the High Velocity Hurr osme
Zone of the Florida Building Code.
DESCRIPTION: Aimee "E" Clay Ref Tile
LAAICLINGt Each beat shall bears permanent ent lapel With the trranu4ibeturet'>r time or logo, city, waste and
MIAMI-13, U COUNTY, FLORIDA
METRaDADs aaLAQL.5R ataLonvo
1e0 Win #LACI LR STRUT, SLTITi 1605
MIAMI, FLORIDA 3300-1163
(30)37S-2901* • FAX (303) 373.2901
following statement: "MIsmi -Deus County Product Control Approved ", unless otherwise noted heroin.
TWA of this NOA shall be moldered biter a re owl application ha. been tiled and there has been no
ohaass in IA applicable building rode negatively attracting 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 mamma of the product or process. Misuse of this NOA as art endorsement of arty
product, for sales, advertising or any other purposes shall autottaatioaliy terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NBA,
ADVERT/SEMIKNEt The NOA number preceded by the words Miami-Dade County, Florida, And followed by
the rapinstion.dide may be displayed ip advertising literature, if any portico of the NO he displayed. then it Abell
be done in lt entirety,
INSPECTION: A copy adds attire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available fbr inspection at the job site at the request of the Building Official.
This l4OA consists of pages 1 through 7,
The submitted claoumYacutaiitip was reviewed by Frank Zuloaga, RAC
s,nIr.raf
NOA Na.: 02- 1115.U3
Expiration Date 12 /10107
Approval elate: I4l1U/02
Page I of 9
C•nr7 1:.1 I ('
12 W1,0 / 2093 12: 002 305E 659626
f
PAGE 09
Room* ASSEMBLY APPROVAL
Cstsgyory: hoofing
$ub- Csrugory: Roofing Tiles
Material: Clay
1. SCOPE
This sanews roofing system using Altus One Pteee $' Clay Roof Tiler, es a utufeowrad by
Maser (USA), inc.. and described in Section 2 of this Notice of Acceptant , For locationie where
the primate tyquitiontibil. ae determined by applicable Building Code dice not exceed tte design
Pinwale values obtained by oalottletinua ita oonylianov with RA$ 127 tieing the velure listed in
notion 4 heroin, The atttchmont calculations shall be dons ass moose t based system,
2, PRODUCT DESCRIPTION
bilassistacistia
iiimakfaat
A1tuas gee Piece '0'
Tile
Trim Pieces
Clip
Clip
L»Isy.N
W 10.5"
3i" thiak =Moll
3.23" high
Length: varies
Width: write
varying thickness
L• 6"
19.8.12!"
Lm2"
0.05" Welt
2.1 SUIIIITTD EVIDENCE:
The Center for Applied
Applied
En *44 hits.
The Center for Applied
Balltaterit& .
Glota * Cerpdretkn Tasting
PRI Asphalt ?ecle ologyr.lee
RedUnd �irchnatcgia�a
T, 'd Rf1f"Ct
•
Test
SatillEtailan
TM 112
Psrod>aet
High profile clay roof tile. Per direct clack or
batten uttll -on, mortar tot or adhesive set
applioatiogs.
TAO 112 Amatory trim, clay roof pietas for use et
bipa, selaes, ridges and valley tertainstioaa>.
Manufacttared for stab tile profit.
PA 114 Tile clip
PA 114
TeA1da st fcr
94-013
94-084
23.'7240 -i
Prayer* No, 307025
Tan itMDC -7E
WO 320649
CLP 003.02.01
7161 »03: App sdix 1TI
L. Shaped the clip
IstiLEasselitiati
Statue Upliii Ta>atia>g Apra 1994
bxey.3foe4
Tab. 1993
PA 1G3:.
S�tda, t'T ,;alti
PA Ib ::Sei9
Sane Opiifi *Us
PA 102
(Quick•Datve.$oarwe,1a80s)
Wind aim Rapt
PA 100
PA 102(A)
PA 102.
PA 102
Oct. 1994
May 2000
October 2,001
Deo. 1991
N04 tt3et310.0
zriraites Doric 12i1e/O?
Approve! Duet 12/I21
Pars2alt
• 11,'1; /.`4'i�`;
istAttnix
Rediand Technologlee
Itedlstd Technologies
Redland Technologies
Itedlnn4 Technologies
Walker Btaesrtrtg, Inc.
Walker higineeriarg, bra,
Walker Elnibitering, Inc.
Walker Ener. ertt,& itio,
Walker &iIneering.1A.
Test I4snj g
7163-03
Appendix It
Letter Bated Aug. 1,
:994
?0631.01
P0402
Calculations
Evaluation Cslculstlons
Eva/Wien Ostentation.
Evaluation CalavIations
Evaluation Caleulatiorao
Tut Diffi1n•►n
Wind 'hotel Testing
PA 108 (t441 -On)
Wind Tunnel Testing
PA 108 (1411.0n)
Wind Tunnel Testing
PA I 08 (Mortar Set)
Withdrawal Resistance
Testing of cares vs. smooth
shank nelli
Aerodynamic Multiplier
25.7183
254094
33 -7496
25.7514
25.7804b4•
23 -78044 k S
25- 7848 -6
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Mare% 1999
Miceli 1995
February 1996
April 1996
December 1996
34 Y,iMITATIONS
3.1 Fire classification is not part of this acceptance,
3.2 For menu or adhesive set file applications, a static Gold uplift test shall be performed in
steeestfanee with RAS 106.
3.3 Applicant shall retain the eervices of a Miami-Dade County Certified Laborate y to parlorttt
quarterly teat in s c tdanee with TM 112, appendix 'A'. Svah testing shall be submitted to
the Einilding.Code Covampc Office for review.
3,4 Minimum naderlayment shall be in.nomplienee with the eppliesble Roofing Applloatlons
Standards bated notion 4.1 herein.
34 30a+90 hot mapped widorlayment applications may be installed peitpendieuler to the roof slope
Woes eked otherwise by the underlaymen$ arirterial nentitaoturors publisbed Iitearatunt.
3.6 The 441.4.1ittritZtft b for wood deck appliceeiona. Mbtitntsen desk requiseinenis Own be in
• l 1104 ibnt'id' as.
cod
4. INfil O
4,1 Atom .A •On. Piece S' Clay Roof Tile and its components shall be installed in mulct
oatnspltanee with Roofing Application Standaz4 RAS 118, RAS 119, end MS 120,
4.2 Data Per Attachment Calculations
Tab I t Avirirge Weight (W) and Dimensions (I 1c w
Tile Profile
Weight -W (lb
Length -I (ft)
Width,* ( )
One
n . i A fl re
1NOA Nos 44.1.115.03
Expiration Dalai 12/14/07
Approval Deter 114242
Pap 3 of?
N4/C.3 (L.ne, '17'
- 1 2 / 1.0 / o o 3 1 : 02 2.E'15E-.-,659621:,
t-1.7t Li
11118g2: A rt?,41Yrtonlit X1
fits
_tV_60,6 `3' 1."1.
•-■•■••■■••••••
•114.11.6....0111.11.1a.
Xffle)
Witten A 110stlel.pp___L_IsA_ect Dv* ApplIcOorti
0.263 .
1 is ar ri. norm - Pim n GPM SO sormv I
The
P '‘. to
Pastioner.lrypa
12"
r: 1 7"; i r or
.
• '10z9
/la
111jt1 Otftsc4
.
•
WWI tryst iiiiiiRli *One
40 ileklAnfillali111 8 111M11A1111M181,
.47 Okno
„ t
b -
_Ala
L
1-91149 4.: Atill0P811908 f40949190109 exorasau u a woman; I., wit trwav
for Nall-On $ ottamt vussweva...
Ile
Phyllis
Pastioner.lrypa
Diraot Doak
Min 11132"
plywood)
Dlreot Doak Sationa ,
(Mtn. 1942*
plywood)
Pktfol '2'
To.
,
..._.
.
----41---
.171N1 - month or , .
9 •rk p.,
8.9 - .3
111111111111.:1=21.111111111111111111ECIFAIIIIIIIIIIIIIIIIIII
IMUMINIII MINI
111111111kira=1111110
•rEamis 8
4.10,1 srooth or pow
k , F . e1
3.1
23.1
19.0
,
1-101:1 • or Screw
84r* Nil Mayo CUM
a -
294
24.0
2.18i litrooth or Sow
6 nk Id CI
27.8
X1.6
fir"--4
.
2.tflthor$Ctew
7• #.
41 1
I brew h Altus. CH
Pius it'
Tlist
1 Draw wtth - (it
NO of 0)
187.1
16 .
N/A
NiA
Om Pi**
f189t4w oth cap 01 ta18
$5.2
35.2
„: —"iri ..trr . no e ,"'"IV 44.11-11W3117.
Tsbi0 111 Attaohniont Reeklance Expr•siwd psi Moment kif (WA-
•,), • of tom
w* P
r
Tile ApplIcsdoe
Minimum Alzsolmont
Roo nee
-- it J, AL • a' , 3L*.ttAI 3 kr 1, Mit/
Por Pait)t 9r9r44-
. a (.....11o.rit
•
... od■ CJ •
;VOA N*.r 024116.01
Ixplradoo flit' 1211.17
Apprirval DOE L2122/82
pap 4 of
.LZ'Ler
20,0/ 2E103 J 2: 02 1:T5665962h
1-4-Vat.
Yawl ®M: Attsdtrnont Resistants Exprasesd sae Moment • Mt (R•lbfj
for lia Patty Adhrslve Sat I tems
Tito TN: Applloetion
Pro1ll
One Pura 'i�Tia o
v
r�
a
ro
Minimum Attachment
Roots nee
OE
Poi oam Pot Pro
38,r
4 :.�,A ~.,. .J.. .:. 116' lit .
2
Al ;
r.
(P
of
•
Table W Attachment Resistance Expressed sat tt Moment -
for Mort r Set >8 stoma
The
Pro e
COv
S. LABELING
All tlxee shall bear the imprint or identifiable marking of the snsnuffc+eurd'e afire or logo, or
follo+ouitsg ttbttcxnettt; "Miami -Deft. County Product Coatrv) Approved ".
6, 11‘7 iLDDING PERMIT REQVT,REMENTB
6.1 Appliaatioo tot building permit shell be eaootnpenied by moist of the fallowict
6.1.1 no Notice of ice.
6.1.2 Ary other doountente required by the Buis Official or ep0ee44 building
*ode In order to properly evoluat. the installation of this system.
PROTIIJI DRAWINGS
ONE FILM 'S' CLAY Rota TILE
(ft-161
'd f-A a 'cti
NOA N..t 024116.03
Lt2pkaften Dsta 12116107
Appree*E Data 12f12/02
Page$ of7
AIPPAMIlm WI
TYLS SYALTIAK ""I
(TYR)
CLIP PLTAHL$
A.tir OVY0kI.040
(GO•01101 PIN 6401.1)
scant gt Tt4L WWI piste
NiMleir'IV THE *JMP OP t!ur T1cr
OK
OUP 46/n4 sNR let SONNY
WrrA014110 TO OVCK
01111'•^A!
cur /%AcsmiPOt ottiuk
OUP
NOA Na v 02.111�i.83
8tpifttpt Daft: 1246/07
Apprettt Dot*: 12/1,Z107 .
Pam 66f7
i.1r;C•I :rir: •17•i4r
12/1 0/ 2093 1 3055659626
•
•
•t
CLIP DETAILS (CWI)
.0h10,P14
END OF THISACCMPTANCE
tiOA No.; 134 115.03
ZspiratIon MINT 1//l7
Apprawal Dates 12112182
PIO i ell ;
NA Al : 1 rnr, ,I7.ter
Florida Building Code Edition 2002
Hi ! Vel • Hurricane Zone Uniform Permit• i i on Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: A H-
I /4111R Si, Nips 0"011
Noticeof Acceptance Number: O 1 , 11 S i o 3
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1: " T I rb P2: 100,6 P3: 100/b
Maximum Design Pressure c•
(From the NOA Specific System): 6 6 ,
Y e�i C-
Method of the attachment: % I Foco d A e s I
`WOr:
Arti R6 g k. to WE
>t e F'nri flit
Roof Slope:
:12
iply
Ia
Code, Master Permit Pans and
Specifications.
Steep Sloped Roof System Description
Deck Type:
Ixb U—goiri1
ype Underlayment:
nsulatlon:
11 Go +1 mek
NI6-
Fire Barrier:
Ridge Ventilation?
VIA
N /A-
astenerType & Spacing:
dhesive Type:
r
I /4111R Si, Nips 0"011
1+14 %kspha I-t"
ype Cap Sheet:
Mean Roof Height:
lam'
6P F ciIT e p � 4ii
oof Covering:
Type & Size Drip
Edge:
TknIsh-s
le
3%3 c�o,.1\J
123_01 -48 5/03 PAGE 4
Florida Building Code Edition 2002
h Vel . Hurricane Zone Uniform Permit
Form.
Section E (Tile Calculations).
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mowtth the values from M If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the the attachment method is acceptable.
Per RAS 127" L b 5
NOA loft
NOA Mt
NOA Mr
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below NOA Mt
MIMILIMME
5:
Mr Required Moment Resistancell Roo
15'
20'
- ,`�AL".JtGfl71 : av '� -. ::� " ii •'..1 (i�j a:
A ,., laka , d
imam
=rte 111111a11111Mall MUM
3 .6
•
30.4
6:12
264
28.0 294
7:12 24.4 25.9
30.5 32A
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 "Uplift Based Tile Calculations Per RAS 127"
0 1 1 . : I : = w: = ) — W: I cos 0: = Fry. NOA F'
(P2: z 1: = z w: = ) — W: z cos 8: = Frp: NOA F
(P3 : z 1: = z w: = ) — W: z cos 8: = Fr3: NOA F'
Where to Obtain Information
Description
Design Pressure
Symbol
Pl orP2orP3
Where to find
RAS 127 Table 1 orbyan end atmlysis prepared by PE based on ASCE
7
Mean Roof Height
Roof Slope
H
Job Site
8
Job Site
Aerodynamic Multiplier
Restoring Moment due to Gravity
AttachauentResistance
NOA
M1
NOA
Mr
NOA
Requited Mott Resistance
AAttachment Resistance
M:
Calculated
F
NOA
Required Uplift Reese
A Tie Weight
A.
Fr
Calculated
e
Tile Dimensions
W
NOA
1= length
w= width
NOA
All calculations must be submitted to this Buildin Official at the time ofpennit application.
123_01 -48 5/03 PAGE 5
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Polyfoam Products, Inc.
2400 Spring- Stuebner Road
Spring ,TX 77383 -1132
Your application for Notice of Acceptance (NOA) of:
Two Component Polyurethene Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375-2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION .
(305) 375 -2902 FAX (305) 372 -6339
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0521.02
EXPIRES: 05 /10/2006
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 06/14/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
\ 1s0450001 \pc20001 \templates\notice acceptance cover page .dot
Internet mail address: postmaster@buildingeodeonline.com Homepage: http://www.buildingeodeonline.com
Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roof Tile Adhesive
Materials: Polyurethane
Approval Date: June 14, 2001
Expiration Date: May 10, 2006
1. 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
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Polypro AH160
Foampro® RTF1000
ProPack® 30 & 100
Dimensions
N/A
N/A
N/A
Test
Specifications
PA 101
Product
Description
Two component
polyurethane
Dispensing Equipment
Dispensing Equipment
2.1 Components or products manufactured by others:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA
which list uplift resistance values with the use of Polypro AH160 roof tile adhesive.
2.2 Typical Physical Properties:
Test
ASTM D 1622
ASTM D 1621
Property
Density
Compressive
Strength
Tensile Strength
Water Absorption
Moisture Vapor •
Transmission
Dimensional
Stability
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
2
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 @ -400 F., 2
weeks
+6.0% Volume Chan
Humidity, 2 weeks
Frank Zuloaga, RRC
Product Control Examiner
Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02
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.
3. LIMETATIONS
3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile
Assembly for fire rating.
3.2 Polypro''? AH160 shall solely be used with flat, low, & high tile profiles.
3.3 Minimum underlayments shall be in compliance with the Roofing Application
Standard RAS 120.
3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof
tile adhesive with their tile assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro4D AH160 roof the adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
F'—
-w
Ms
4. INSTALLATION
4.1 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.
4.2 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 Polyproi: 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
4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc.
Polypro® AH160 Operating Instruction and Maintenance Booklet.
4.4 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.
4.5 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.
4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100
dispensing equipment only.
4.7 Polypro® AH160 shall not be exposed permanently to s
3
Frank Zuloaga, RRC
Product Control Examiner
Polyfoam Products, Inc.
ACCEPTANCE No.: 01- 0521.02
4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3
minutes after Polypro® AH160 has been dispensed.
4.9 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
TileProfile
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
5. LABELING
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
6. BUILDING PERMIT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
Frank Zuloaga, RRC
Product Control Examiner
4
Polvfoam Products, Inc.
ACCEPTANCE No.: 01- 0521.02
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nall through plastic cement
Weledaytmemt
Paddy (Routh Tile)
101n.
Ewe Quote
EMS course
Keep adhesive approx. 4 la up
from weepholes
Fascia
EaveClostee
1) Place enoughadheshe to achieve 1T to 23 Optional lot's tor
square Inches In contact with the pan Ole steep pitch appgcatons
2) Turn covers inside down. Place adhesive 112 hh.
To 'I In. From outside edge of cover Co.
Then brad the tile.
Underayment
Nag through *sic coat
toP PAM
oldie save
coursecaaerfle.
Abed to second cause of
pan flee. Ensure eeveed of
pan and cover tilasere
flush ameba.
Ewe closure Weepinb Foots
(mortar ems)
5
Frank Zuloaga, RRC
Product Control Examiner
Polvfoam Products, Inc.
ACCEPTANCE No.: 01- 0521.02
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Frank Zuloaga, RRC
Product Control Examiner
6
Polvfoam Products, Inc.
ACCEPTANCE No. : 01-0521.02
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nil through plastic cement
Paddy
(between tile)
Paddy
(under tile)
x3In.
Single paddy on
under.
layment
Single paddy
under tile
Single paddy
on top of tile
Eave coins
hiXl lit medium
size paddy cave
Fascia course only
Nall through plastic cement
Single paddy under the
Single paddy between tile
2 in. a 7 In. medium
she paddy ease
course only
Fascia
%gig*
Ease closet
Drip edge
Single paddy
between tile
/Lc 3 In.x 3 In.
Single paddy
on underiayment
Single paddy
on top of tile
Ease Course
Eave Closure
2 in. a 7 in. medium
size paddy cave course only
Fascia
Frank Zuloaga, RRC
Product Control Examiner
Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documents, including test - supporting data, engineering documents, are no
older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approval ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (throe . h the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, civil
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1 through 8.
END OF THIS ACCEPTANCE
Frank Zuloaga, RRC
Product Control Examiner
8
Polyfoam Products Inc.
NOTICE OF ACCEPTANCE:
A. DRAWINGS: NONE
B. TESTS:
Test Agent;
Center for Applied
Rngineering
Center for Applied
Engineering
Center for Applied
Engineering
ACCEPTANCE No.: 01- 0521.02
EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA.) .
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
Center for Applied 25- 7438 -7
Engineering
Center for Applied 25 -7492
Engineering
Miles Laboratories NB- 589 -631
Polymers Division
Ramtech Laboratories, Inc. 9637 -92
Southwest Research Institute 01- 6743 -011
Southwest Research Institute 01- 6739- 062b[1]
Trinity Engineering
Celotex Corp. Testing
Services
Celotex Corp. Testing
Services
Celotex Corp. Testing
Services
7050.02.96 -1
Test Name/Report
Miami Dade Protocol PA 101
Miami Dade Protocol PA 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
PA 114
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
528454 -2 -1 Miami Dade Protocol PA 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 Miami Dade Protocol PA 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 Miami Dade Protocol
520109 -2 -1
E -1
Frank Zuloaga, RRC
Product Control Examiner
Polyfoam Products Inc. ACCEPTANCE No.: 01- 0521.02
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99
D. MATERIAL CER'1iI 1CATIONS: NONE
E. STATEMENTS: NONE
Frank Zuloaga, RRC
Product Control Examiner
E -2
U.S. SOUTH
Engineering & Testing Lab., Inc.
Project
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
Pao 57.90
Owner's Name.
Job Address. 3Z OS 5
Roofing Contractor: o- 0 • t t o
T y p e of Tile: 9r t54-5t° .40 g
Approximate Roof Height: 1-1° feet
Type of Access to Roof: Scaffolds Ladder
Approximate Square Footage of Roof 10 0 ft2
Required Testing Force: 35 lbs. Testing Equipment: Chatillion100
Date Tested: 2 - ( a
SITE SPECIFIC INFORMATION
Permit # c 3-. i 0 9
Date Installed: 12. ° °®4
Roof Pitch: 3'71'112'
Other
TEST RESULTS
P = PASS, F = FAIL
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
1
��
26
51
76
2
27
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
86
22
47
72
97
23
48
73
98
24
, 49
74
99
25
50
75
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL T T.
THIS REP BMITTED BY
Civil Engineer.
Lab Certification # 98- 0608.04
P.E
/z4-4
State of FL Certificate Authorization # 4100
s , , JOB 1Q3Z Oa R) 57.1 •(,•Std(_ 1FL
SHEET NO. _' F Z
CONTRACTOR f ..: 4 i�, ; ;� [` 7`E ( F IM 4
SKETCH OF ROOF
CHECKED BY DATE
SCALE
1111111111111111111111111 1111
immmommommmilmniimmormium
1 ;111, ril
: 11110
Nommuimmortjammuremsommoilammuma •
mminmomosammemormommmomm
111•11•11111•1111MARIBM 11111•111111111111 •
111111111111111111111111 I
NOTES' .17/44-3,50--‘,5 ,1A l t
` e.o' s saki