RF-07-1284Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 01/30/2008
Inspector: Grande, Claudio
Owner: COUSINS, STEPHEN & MARY
Job Address: 443 100 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: JOHN BUSTA ROOFING INC
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060170510
Lot:
Phone: (305)757 -7620
Building Department Comments
re roof tile off flat white color thru tile back on
Passed
.()/ Passed
In
MLD
Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Tuesday, January 29, 2008
Page 1 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING IECIEgymi Permit No. 1 tkr If 1294 PERMIT APPLICATION iylv 2H ? Master Permit No.
FBC 2004 B Y: eomaIVE,_ --
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) SAe\.r\wl COdit n 5 Phone # 605)16a- `7305
Owner's Address 4143 , E> 100 54
City .A\ am \ $ ` 0T) d e S State *k Zip 3` IS%
Tenant/Lessee Name WA- Phone # /V®
Job Address (where the work is being done) 1143 K1. ` . -
City Miami Shores Village County Miami -Dade Zip 33 31'
FOLIO / PARCEL # 11 -3306- DI% - O5 V0
Is Building Historically Designated YES NO 1
Contractor's Company Name �.J10\1-1 IbAS\O■ Phone ■ # (Y) 79)- 96a.0
Contractor's Address S O N: e.. C1( 5
City Vki,f). \ S\tf\ 0,t QS State F` Zip 36\ &''"
Qualifier Name 30 \ln t164 Phone # 305 a L q - q sco
State Certificate or Registration No. CCC 05S DL{$ Certificate of Competency No.
Architect/Engineer's Name (if applicable) N i Phone # ��j�
Linear Footage Of Work: f
Value of Work For this Permit $
Type of Work: LlAddition
Desc be Work"
['Alteration DNew;
R .air/Replace ■ Demolition
Submittal Fee $ Permit Fee $ 306 CCF $
440
Notary $ Training/Education Fee $
Scanning $ Radon $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Dire $ 4 °I
DPBR $
Technology Fee $
CO /CC
Zoning $
See Reverse side -+
Bonding Company's Name (if applicable)
OR
Bonding Company's Address
City S,., to
Mo a gtLenf+4'9EN ,(if plicable)
tg
V o t i t g A . n is Ad ss.,
Zip
City ,'L. to
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 AliHDAVIT: 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
The forego'
day of
Owner or Agent
g instrument was acknowledged before me this /
20 ),by S e (DG5J,i2
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission E
Or
L / A ?` l LI
91 ` '14
* * * * * * * * * * * * * **
L
Notary Public • State of Florida
s� 'e ^ tv ommis�On A 16, 201 G
4v *, * * *I* *rte* * * * **
,nded liy Naticeal .Ndar/ Assn.
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature
Contractor
The foregoing instrument was acknowledged before me this /.
day of d.) , 20 09, by jinn guts -6'r
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
1
My Commissi
•
AL
LORRAINE KELLE'
Notary Public - Ste of Florida
�yA C # ou 5200a
ta■'` Natbnat Notary Assn.
*
Plans Examiner
v Engineer
Zoning
• • • • • •••
• •• • • • r. •
ress
❑ Low Slope
❑ Asphaltic
Shingles
•
Section A (General Inf
• • • •
Process•No' •
•
•
•. •
• Y •
• • •
• • 4 ■
• • •
•• • •
\4v bti5+(4 Ro40
!143 i
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal PaneUShingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
• •
• •
Mortar /Adhesive Set Tile
Wood Shingles/Shakes
Are there
Gas Vent Stacks?
Yes ❑ No 0
Type: Natural ❑ LPGX ❑
❑ New Roof ® Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (S/F)
a6s
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.
i■■■ ■■■■m imam# ■mi# m■i mmmi■mmi■■■■■i i ■■m■■m■im■■■mup■c mummimm ■ ■■m ■M ■mm■
i■i i #■ mm ■ ■i m �mm#M■m #mm■■1■■Mm m ■ ■i■rseeim #1 +u:.a ■iii ■ ■mu.#■ mm ■it
i ■M■■# m■ ■ m MM■ uu mi ■mwrl■ m M■■■il. .m .m.a�•a .+�nmaoolr•m mi ■m■■/
'MUM ii■ mm ■m im ■■ mm it -`4 I■ ■■RSi■ ■ ■Mm ■m■ ■M ■ /m■ ■imil' ■m■ ■ ■m/
IIIM ■■mi ■mM MmM■ u inn ■numunnunp#Mp>.mMn■ MMM#ms unison MMMM:mMMMM'mi :MM■MMmn
ium■ R ■uIl pMMiuslu II mmni ■im ■i ## ■i f>fimRA ■�■ im� im ■� i ■m it
uumu•�M■/ --\ral 11#M■ ■111 ■G M ■m■ M■ i is iii ,_.J'i 1111' M /Mm ■lm ■m .MMM
mum m # /.i! mm **■■m ummr� ■mmm► MOM MME' M ■i1 m I m i/ mi ■Ser
IM■ #m ■i ■■ii ■ ■MMmm■munimmui+`r m ■m ■m1 ■■ ■ avian. nom Jm I■mr .i MM i■ ■M■■MI / LLSMM■mi
i M■m■ :v_ 1 ■ im ■ ■iM/ ■ism■ ■m.!Iimppp ■m nu mmi aU:. i_ ARii■; Imumm ■■� tii�Rmli
I■ ■■m,R ■m■UUMmi ■ mm■m#i i■ mUUi►Mi ■ ■ii■ ■ # ■■ imi■mi■ii
iii ■■iif mans! m■■■ nrim■M ■ ■■.MMi M i up ■ UM umwmunnum m m■ ■mm■ i ■m ■m ■u
Ion MM IMMMMMMMEMINI M U_I ..MMMUUMm mml UU■■ M m ■l..MM ■MMUM# ■i■MM1M ■m■mUI
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■m mm'IUMM ■ ■MMM� ■ ■WMW■ ■aim ■UUUM MIiM ■m MU#ifim ■Ui ■ ■ ■ /i.MOMIM OM_a■MMii ■M
MMPM: i#RMIUM■GG MMM' MMM mOmMMMM.■MUMM ■m ■■Ui ■■L UMCU:' U:MMUU:MMMUUMMUMM' :UM
I N !i■ imC ■iMMMMU MO MM ■ ■ M M
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�! \'J ' i muwmwodmiiA i M* MM ■ i■imf~.mimm ■iii■ # ■ ■ ■ ■m ■mil mi
i"■�M#C 1 MMMMiiMM■MMM ■�u:MiiMU■UU■ %UM■MIM ■ ...� NMMM■IM MMMMM i■MM�'�MI■IM■MMM
Mai i 1 iM rumps
C gag------- •- �la _ �..m ■ M ■■MM M■■ U$Mm ■M i� M . .. mp M !M #UUii ■ ■mi ■I /'�,,� M V i�m■ riiiMM M�"■ MM mill
III I i jM�� Mi_ MUI" ■■M•■Ii M
r am II ■ k!i■mi� M
M' i m C M #i# . /■ ., s..ri!i xr �II�pM ■miimiiMi _
■:Ii M ■ A ■ ■mi"ii "' mil =___
I■mi ![ ■mil! rM ■ m M ■u n s #mm�`ila�RMrae�iM ass ■■' l--sa R- ,
■ err - :■ ■ rim ■ m ■ ■ U #lilgg r �illf '.I,ii�lLiaU) •MMM, t� r,!.
M ■ ' iMM / M m ! ns : ns .I�Ir U■ N _ UU �''*UUIt i --- -. MM rmii■ AM M MMMM • M ii ■■ I UMUU!UUt P___T,1i ,.I'I1I Te_ -1
i iM 4 pur MmonM
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Mm i m i i # M�I,� y_L ill # "11m IR DA
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i - '•' U` , 15U .5511 ` - °_ "
solummesumagimil
IV
123_01-48 5/03 PAGE 2
lief" .:�:�i::sn:iri.�i►�,r.— .�:,��' --
• • . ;-'r •
AEI
FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
• • ••• • . • . •••
.. .. • • • ••••• •
•
•
• • ••• • • •
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steen Sloped Roof Svsteini.:
• •
• • ••.••
• •••
•.
• •
•.
•
•
•
•
•
•
1
Roof System Manufacturer:
L i 6 • • ••• ••
.
• .. •
..• •
. • •
Notice of Acceptance Number: Oa,- 6)//.020
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1: ' LI do f) P2: —100, P3: — 100.6
Maximum Design Pressure
(From the NOA Specific System): y `1O,q
Method of tile attachment: TOR/11)0M
Aki10 - Rai T// Adhesie
Roof Slope:
:12
Steep Sloped Roof System Description
Deck Type:
ype Underlayment:
nsulation:
#30 ASTMD dab Type It wf q I ead/4p
Fire Barrier:
Ridge Ventilation?
KVA
WA
NJ4
astener Type & Spacing:
dhesive Type:
1 o, 5 Moliks 6°' 0.C.. tins
a coWS of 6 1 "51% itiAcrys
A5v\vA 119e, 1,1 ,4SIM- v34a
ype Cap Sheet:
Mean Roof Height: 15
ASTt+P
A C O 'WzAkpaeork
oof Covering:
moviitr - pkkre,J1 3lo-i¢
co\o,r -111,U
Type & Size Drip
Edge:
GA4,0111,2/)% 46050. M0Akke,
123_01 -48 5/03 PAGE 4
• • ••• • • • •••
•• •. • • • • • •• •
• • • • •
P • •
• • • ••• •
• • •
Florida Building Code Edition 2007°
High Velocity Hurricane Zone Uniform Permit Application Form.
• •
• •
• ••
• •••
Section E (Tile CaICUI$tle_nsT; • • • ••• •
•••• • . •
•••
• •
• • ••• ••
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mrwith the values from M F If the Mr values are greaterr,than or aqua! to the Mr.•
values, for each area of the root, then the tile attachment method is ?tclegt lC.• •
•• • • • • • ••• ••
Method 1 "Moment Based Tile Calculations Per RAS 127"
(Pt:`�41.b A. 0.ai . p. 42) ) -Mg: 5.61 = 5. 53 NOA Mr
(P2 :- 0, 6 z 7l k = att. 15 ) - Mg: =1Vliaft.- NOA 1Yllr
(P3: -100,6 z?. C) = 4I5 ) -Mg: 5•4 =Mr3 itra` 5 NOAMi 40
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below NOA Mr
Mr Required Moment Resistance*
Mean Roof Height -
Roof Mope
2 2
15'
20'
25'
30'
40'
34.4
36.5
38.2
39.7
422
3:12
32.2
34.4
38.0
37.4
39.8
4:12
30.4
322
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
*Mast 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 r values are greater than or equal to the Fr values, for each
area of the roof, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pi: z1: = z w:= ) -W: z cos 9 :_= FH: NOAF
(P2: zI: = z w:= ) -W: COB 0: = Frs: NOA F'
(P3: z 1: = z w: = ) - W: z cos 8: _ = Frs: NOA F'
Where to Obtain Information
Description
Design Pressure
Symbol
PI or P2 or P3
Where to find
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
Roof Slope
H
Job Site
Aerodynamic Multiplier
Job Site
NOA
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Ream
M,
Mr
NOA
NOA
MT
Calculated
Minimum Attadtment
NOA
Required Uplift Resistance
FT
Calculated
A Til e Weight
e Dimensions
W
NOA
1" length
w= width
NOA
All calculations must be submitted to the Building Official at the time ofpermit application.
123_01 -48 5/03 PAGE 5
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SECTION 1524 • •• •_ •••
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERgNb'�1CA1U)N GOh RdOING•
CONSIDERATIONS a . e . ' • 1524.1 As It pertains to this section, It is the respmsibility of the roofing contactor to provide the owner with 15 of
required roofing permit, and to to the owner the content of this + i isi Mce roofing
the Florida Building Code, Building govern the minimum requirements add the
system installations. Additionally, the following term should be addressed is l ai
owner nd the contractor. The owner's Initial in the adjacent box indicates ebt tf a ster/I ha& Ifeernlxfained.
ref
1. 1p: The workmanship prov lore of Chapter 15 (High Velocity Hurricane Zone)
are for the purpose
of wovidkg that the roofing system meets the wk d resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with r meting code. afro d
tares provisions. Aesthetic es such as Dolor or architectural that are not part �
be essed as part of the agreement between the owner and the cordnacdor have to be repealed
2. a ce with Wood otisiora of Chapterr 16 (H V Zones) Florida Buffing
in accordance with the current pr to removing the roof system).
Code. (The roof deck is usually prior
3. Common Roofs: Common roofs are time which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings w h cannon 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 threcking can be
from • below. The owner may wish to maintain the arcdttiecturai appearance. , mating nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
optie of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the buikiing may not drain well and may
case water to pond (accumulate) in low -lying areas of the roof. Paring can be an indication of structural
distress and may require the review of a lorrat structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding condilices may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
, 6. Overflow scuppers (wait outlets): h is required that ralowater flow off so that the roof is not
o f ed from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outiebs) are not provided. It may be necessary to Install overflow scuppers in accordance
with , Florida Building Code, Pfumbirng.
• 7. Ventilation: Most roof strudu res should have some ability to vent natural airflow through the interior of
structural assembly (the buildirg itself). The exkting amount of attic ventilation shall not be reduced. It may be
beneficial to consider additional venting which can result in extend/ g the service life of the roof.
//5--/ 02
Owner's/Agent's Signature Date
IN,R j�. g faa /1 Number
Property Address Permit N urr
Rev.U10/2006,ComPuterServices, DundIng Department
MIAt!DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF A CEPTANC +'
Monier Lifetile, LLC
NNW -Be- Street
Boca Raton, FL 33431
• • ••• • • • •••
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• • ••• • • • • •••
• • • • • • • 1 IrD COtRIY, FLORIDA
• • ' O-bAbdFf•AGLER BUILDING
• • .1Mb WESTIFIJ*GLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(3.05) 375 -2901 • ••• FAX (305) 375 -2908
•• • •
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•
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 Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used inlami 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 ami=Dade County ProductControl
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this productor material tested for quality assurance purposes. if this productor material-fails 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 productor 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 describedherein, and has been designed-to comply with the High Velocity Marione
Zone of the Florida Building Code.
DESCRIPTION: Atlantis Shake & Slate Concrete Roof 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 productor process. Misuse ofthisNOA 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 ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may displayed in advertising literature. If any portion of the-NOA is displayers, 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 consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.: 02=121108
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
Roofing
Flat Profile Roofing Tiles
Concrete
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1. SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as
manufactured Monier Lifetile LLC 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 127using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
manufactured by
Auulicant
Monier Lifetile
Atlantis Shake and
Slate Tile
Trim Pieces
Dimensions
1 =ice
w = 10 318"
19 :1 thick
i = varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agencv
Rediand Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Test
Suecil9lcaions
- PAT12-
PA 112
Test Identifier,
7ib1 -03
Appendix Ill
94 -060A
94-084
25- 7094 -2
25 -7094-8
25- 70J4 =5
Product
Descrintion
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Reuort
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift'Testing
PA 101 (Mortar Set)
(Adhesive Set)
Static Uplift Testing
PA102
(4" Headlap, Nails, Direct Deck,
New Construction)
Static Uplift Testing
FA102
(4" Headlap, Nails, Battens)
Static Testing
PA 102
(4" Headlap, Nails, airs, Direct Deck,
Recover/Reroof)
to
Dec. 1991
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct 1994
NOA No.: 02- 1211.08
Exp atlo Late :12/16/07
Approval °Date: = 01109/03
Page 2 of 6
Test M!ency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional- Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 =03
Appendix 11
Letter Dated Aug. - 1,1994
P0631-01
P0402
Project No. 307025
Test #NIDC -77
224-47099
520109 -1
520111 -4
520191=1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
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•
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• • •• •• •
• • • • • •
.•• • • •
• • • • •
• • • • •.•
t • iy to
N'a e•1R• o� • • �
SRsctictlliiti:►. • • *- etr.1
PA 102
(2 Quik -Ikive Sprews, Direct.. • •
' • Dfek) • •
3tatj ::. • . L. 1
PA 102
(2 Quilc hive Screws, Battens)
Static Uplift Testing March, 1995
PA Ira
(1 Quik Drive Screw, Direct
Deck)
Static Uplift Testing March, 1995
FA102
(1 Qulk Drive Screw, Battens)
Wind Tunnel Testing Dec. 1991
PA 108 (Nail -On)
Wind Tunnel Aug. 1994
PA 108 (Nail -On)
Wind Tunnel Tcsting July 1994
PA 108 (Mortar Set)
Withdrawal Resistance Testing Sept. 1993
of screw vs. smooth shank nails
Wind Driven Rain Oct 1994
PA 100
Physical-Properties Sept. 1994
PA 112
Statie Uplift-Testing Dec. 1998
PA 101 March 1999
Aerodynamic Multiplier
Moment of Gravity
25 -7094
25 -7496
March 1999
Sept. 1999
February 1996
April 1996
25 -7584 December
25- 7804b -8 1996
25- 7804 -4 & 5
25- 7848 -6
25 -7183 March 1995
Aerodynamic Multipliers April 1999
Two Patty Adhesive Set System April 1999
NOA No:: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09 /03
Page 3 of 6
3. LIMITATIONS
• • •.. • • • •••
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•
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3 -.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static fight I iipljft test Sia11.1e. performed in
accordance with RAS `106. • • • • w • • • • • • •
3.3 Applicant shall retain the services of a Miami -Dade Counay�ed f ai tgrx to perform
quarterly test in accordance with TAS'112, appendix `At. Such testing shall- mitt
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
33 30190 -hot mopped underlayment applications maybe 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 tequiiencnts shale be in-
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater with a minimum of two screws.
4. INS TAILATION
4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS -115, -RAC 1-199; arid
RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight and Dimensions (i x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Lifet le Atlantis Shake &
Slate Tile
8.5
125
0.865
Table 2: Aerodynamic Multipliers - h (ft
Tile
Profile
7 (ft3)
Direct Deck Application_
Monier Lifetile Atlantis Shake & Slate Tile
0.24
Table-3: Restoring- Moments due to Gravity - Ma (f -lbf)
Tile
Profile
3 " :1Z"
4 " :12"
5" :12"
8":12"
r:i2" or
greater
Monier Lifetile Atlantis
Shake & Slate Tile
Direct Deck
Direct Deck
Dot Deck
Direct Deck
DlrectDeck
6.0
5.9
5.8
5.6
5.5
NOA No.: 024211.08
Eapiiratlon Date: 12/16/07
Approval Date: 01/09/03
Page 4 of 6
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•
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• •
Table 4: Attachment Resistance Expressed - ' ft-I': •'
for Naal - tnS�ie.• •!. .i• .. . •
Tile
Profile
Fastener Type
Direct Deck
(min 15132" ... '
plYw� •.:'w
•
Direr Deck
. (rnin.�11113,210
060 :' .
- Battens
• • •
• •
Monier Lifetile
Atlantis Shake&
Slate Tde
2 -10d Ring Shank Nails
30.9
38.1
172
1 -10d Smooth or Screw
Shank Nail
7.3
a8
4.9
2 -l0d Smooth or °Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24A
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
242
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1.
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
3t9
322
2 -10d Ring Shank Nails' 503 65.5 48.3
1 Installation with a 4° tile headlap and fastemers are located a min. of 2i/2- from head of tile.
Table 5: Attachment Resistance Expressed as a Moment iillf-(ft- ibf)
for Two PattyAdhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Ufetile Atlantis Shake &-Slate Tile
Adhesive
31.3s
2 Seetnanufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight
Polyfoam Produce Inc. Average weight per patty
per patty 13$ grams.
8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - M, (ft -lbf)
for Pait3► Mheslve Set Systems
Tile Profile
Tile Application
MlnhnurEm-Attachhment
Resistance
IVlonier tifetile Atlantis Shake & Slate Tile
PolyProi""
118.94_
Poll/Prom
4044°
4 Large paddyplacement of 45 grams of PolyProt".
5 Medium ,...! • • ..! «: :. _of24 • rams of ' s.. *roN.
Table 513: Attachment Resistance Expressed as a Moment - M,(ft -Ibf)
for Mortar or Adhesive Set- Systems
Tile
Profile
Tile .
Application
Attachment
-Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Mortar Seth
39.0
NOA No.: 02=1211.08
Expiration Date: 12116/07
Approval - slate: 01103/03
Page 5 of 6
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5. LABELING • • • • • • •• • • •• ••
• • • • •• • •
• • • • • •• • • •
All tiles shall bear the imprint or identifiable marking' oat do inaniettureN name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
•• • • • •• ••• ••
6. BUILDING PERMIT REQUIREMENTS' •. •, • • • • • • •
6.1 Application for building permit shall be accompanied by Foiid 4f Qf fc lowin
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.
PROFILE DRAWINGS
I"
,....::::....1.:, tea `�' �-.' --..
MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No : 02- 1211.08
Expiration Date: 12/11107
Approval Date: 01/09/03
Page 6 of 6
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NICE -OF ACCRPTANCL (NOA)
Polyfoam Products, Inc.
117I5-Boudreaux-Road
Tomball, TX 77375
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• • IJIAM} -DADEJ OtWW,FLORIDA
• • McTRO- I3ApE�I.•AG1011 BUILDING
34d WEST: FLAULER ITREET, SUITE 1603
• •• • VIAMI, ItOR•iDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•• • • • •• ••• ••
* s
••
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•
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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 acceptedbythe Building Code and Product
Review Committee to be ul 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 tag 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, andhas been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® A11160
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 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 e„iovai of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of 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 JRrge L. Acebo.
NOA No.: 06= 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
ROOFIN G ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
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•
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• .0 •
•
. • • • • • ••• ••
This .approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section_2
of this Notice of For the locations where the design pwssurerequirements, 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 Dimensions
Polypro®AH160 N/A
Foampro® RTF1000
ProPack® 30 & 100
N/A
N/A
Test
Specifications
TAS 401
roductDescription
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Airy Miami-Dade County Product` Control Accepted itoofTile Assemblylaving a current NOA which
list moment resistance values with the use of Polypro AH160 roof ale adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTMD 1622
ASTM D 1621
ASTM D 1623
ASTMD 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°R,
Humidity, 2 weeks
86%
Note: 'he-puysicai properties listed -above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No..: 06- 0201.42
Expiration Date: 05110/11
Approval Date: 04/13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers. Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94 -060
257818 -IPA
25- 7438 -3
25- 7438=4
25- 7438 -7
25 -7492
NB -589 -631
• • •. • •
•• .• • • •
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•
•
•
•
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▪ .. . • • •••
• • • •• • •
• • .
•••• • •
• • • • • •• ••• •
• • TestllanIe11t ibft -" 'Date
TAS 101 04/08/94
0t • •• •'K21T6196
SSIPI2 443. • .. . 10/21/95
.. • • • • • ••• ••
SSTD 11 -93 11/02/95
SSTD 11 -93 12/12/95
ASTM D 1623 02/01/94
9637 -92 ASTM E 108
01 -6743 -011
01-67394 62b41j
7050.02.96-1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109-7
520191 -1
520109 -2 -1
ASTM E 108
ASTM -E S4
TAS 114
TAS 101
TAS 101
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
TAS 101 03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® 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. Ro fTile manufactures acquiring acceptance for the use of Polypro® AH160 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.
iF°
W
• F'= 2;
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
• . .•• • • • •••
.. .. •
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• • • ••• • • • •
• • • • • •
• • ••• • • • • ...
INSTALLATION:
• .. • . • •
••• •• • • 1. Polyprotg AH160 may used with any roof tile assembly 1 s ng a currei t NC;/I thattli9tsaiplifi
resistance values with the use of Polypro® AH160. "' •• • •
2. Polypro® A11160 sh .1 be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile a.sferabjy)AdllestlkatithmFit with
the use of Polypro® AHH160 shall provide sufficient attachment fekidAdcrt ekkgseras an rplif
based system, to meet or exceed the uplift resistance determinedaii ' witirMiatti-Dade
County Roofing Application Standards RAS 127. The adhesive_ attachment data is noted in the roof
tile assembly NOA
3. Polyproe AH160 roof the 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. 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 x-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 the as
determined at calibration. No other shall be approved
6. Polypro® Af1160 shall be applied with Foampro RTF1000 or ProPack® 30 & -100 dispensing
equipment only.
7. Polypro® A€1160 shall not be exposed permanently to sunlight.
& Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 mimites after
Polyprn(1D AH160 has been dispense&
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
We 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® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
rely by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
NOA No.: 06.0201:02
Expiration Date: 05/10 /11
Approval Date: 04/13/06
Page 4 of 7
• • ••• • • • •••
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• . • •.• • •
• • • • • • • •
• • ••• • • • • •••
ADHESIVE PLACEMENT DFT 4 • •
• • • • •
• • • • • • • •
SINGLE PATTY • • • • • • •
• • • •
•
•
••
•
••
•
•••
•••
• •
NOA'No.: 06=0201:02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
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• • • • • • • •
• • ••• • • • • ••'•
ADHESIVE PLACEMENT Djq•Z •• . • . .'• •:
SINGLE PATTY • • • • • • '
•
• w • • • • • •
• • ••• •• • •
•• • . • •• ••• •••
• •• • • • .
•
•
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•
• • • • ••• ••
NOA No.: 06- 0201.02
Kipiration Date: 05/10/11
Approval Date: 04%13 /06
Page 6 of 7
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• • • • • • • •
• • ••• • • • • •••
ADHESIVE PLACEMENT pjT,A1L 3.: • •' • •• • •
DOUBLE PATTY :::' • ' • • • • ''
.... . • •••
• • ••• •• • •
•• • • • •• ••• ••
END OF THIS ACCEPTANCE
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
NOTICE OF CO
A RECORDED COPY MST BE POSTED ON THE
MOMENT
SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO Na - 3atib - O1 - 0510
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives nolice that improvements win be made to certain real
property, and in accordance with Chapter 713, !Florida Statutes, the following information
is provided in this Notice of Commencement.
11111113111
CF . 20 0 7 R 61 2 2 1.
OR Bk 25713 Ps W06; (1s)
RECORDED 06/1?(2007 105920
HARVEY RUVIHt CLERK OF COURT
MIAMI-DADE COUNTY t FLORIDA
LAST PAGE
rg ETIEn
JUN 1 9 2007 g
1. Legal description of property and sheet/address: 4#3 IJE too S (r) .5hvres 33133
3 Pe) Ism Sims sec_ 4 t jq
2. Description of improvement R(2-- (DV
3. Ovvrier(s) name and addess:
Interest in property:
6-WWI Finn! Cousins
443 ME ibV' s-t ,S6pes
DV nee
Name and address of fee simple trdeholder:
4. Contractor's name and address:
5. Surety: (Payment bond
Name address:-
Amount of bond $
6. Lenders narne and address:
Iftan
a IL los
Bas-l-ta
JAA5i/75
_c7c) tvF_ s
aro
33/-
4T:>PeT-T1,i------,3
Gomm born rto FLAIDA, COUNTY OF DADE.
"
CERTIFYMalbt,S,5aIntECO,...CHhe
, A 20
hand am', Cil$clat
•
-war/
7. Persons within the state of Florida by Owner upon whom notices or o,' may be served as
provided by Section 713.13(1X47.., Florida Statutes,
Nasne and addres
8. In addition to himself, Owners
in Section 713.13(1)(b), Florida Statutes.
Name and addresm
foVowing person(s) to receive a copy of the Lienoes Notice as providec
9. Expiration
different
te of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a
ed)
dwor.41P.„.,
Signature o(Pwrier
Print Owner's Name 5;-\-ET\OMN COrt4k4
Sworn to and subscribed before me this 1641-day of
Notary Public -
Print Notary's Name
Mv commissinn expires:
Prepared by
,200 2
Address:
0■\
Conte # DO 5204
NOTICE OF CO NC NT 111111111111111111
SHE iff TIRE OF MST INVECITEM
A BECOME° COPY MUST BE POSTED 0/4 THE
PERMIT NO. TAX FOLIO NO, .31c)11 - 01- 0510
STATE OF FLORIDA:
COUNTY OF MIAM1-DADE:
THE UNDERSIGNED hereby gtv' es notes that inilmovenTerds wit be nude to =skin' veal
property. and in accordance wit Chapter 713, Florida Statutes9 the followkrA kfoinu
is provided in this Nedice of Commencement.
CFM.2007R061221Z
OR BR 25713 P 4906; (1Ps)
RECORDED O6/1912007 105920
HARVEY RUVINt CLERK OF COURT
NIANI-DADE COUNTY FLORIDA
LAST PAGE
MC IC ETU ri
st JUN 1 9 2007 L-4
BYJL
1. Legal description of property and Waddress 44 kE 100 S frifaffil ,&if2res R 33133
P iq " Set 4
2. Descriplion of improvement Re- - COD
Owner(s) name and address
Nor Cousins
bo
interest in property: Do. ilex
Name and address of fee simple tfilehoider:
4. Contractors name and address:
5. Surety: (Payment bond required by owner from
Name and address:
Amount of bond $
6. Lender's name and address:
1kQi Nary cf2u5 in 5,
P Sit I t;fia03i_ Shure
Basta
11.41L'IL.OVAIV.
FLO. DA., COUNTY OF DADE
—RTIFY Mat 117,s a true
P 4iflisI f e 'ft n = n
, A 0 215
WOW r'iark:f arc' Oiftallt af.
7. Persons within the state of Florida by owner upon whom notices
provided by Section 713.13(1)(47.„ Florida Statutes,
Name and addresm
be saved as
8. in addition to himself, Owners designates the following person(s4 to receive a copy of the Lienor's Notice as provide.
in Section 713.13(1)(b), Florida Statutes.
Name and address
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a
different
Signature of.pwrter
P si Owner's Name COct4k0
Sworn to and subscribed before me this 16day of .20 t22
Mdress -1 (3■\
CIVIL
ENGINEER
Reileh Engineering Corp.
(Consulting Engineer)
P.O. Box 22011
Hialeah, Florida 33002
Tel : 305-823-8008
Fax: 305 -823 -3300
January 8, 2008
John Busta Roofing
300 Northeast 91 Street
Miami Shores, Florida
Project:
Dear Sirs;
ROOF TILE UPLIFT TEST REPORT
Residential Home
443 Northeast 100 Street
Miami Shores, Florida
Information provided by client:
Permit Number: RF 6 -07 -1284
Date Completion: December 20, 2007
Roofing Contractor: John Busta Roofing
Project Number: 08 -0005
(Testing Laboratory Certificate #06- 0501.15)
In accordance with your request and authorization, a representative of Reileh Engineering
Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard TAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 40 feet above ground surface. The type of tile used for this project was reported to
be Atlantis Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than
one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the
perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2)
squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer
areas were conducted.
Based nn our tcs° results. we conclude that
project meets the test requirement outlined in
a copy of our test report for your review.
tallaton of the roof file at
ove- mentioned protocol
above ref
shed pie
racned d
fi
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
ohamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFT TEST
Residential Home
443 Northeast 100 Street
Miami Shores, Florida
Reileh Engineering Corporation — Project Number - 08 -0005 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
443 Northeast 100 Street
Miami Shores, Florida
Project Number: 08 -0005
Test Number
Test Load Ibt)
Teo
Staff
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
24
35
Pass
Reileh Engineering Corporation — Project Number - 08 -0005 — Page 3 of 5
Test Number
Test Load (lbf)
Te
al
' 25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
52
35
Pass
53
35
Pass
54
35
Pass
Reileh Engineering Corporation — Project Number - 08 -0005 — Page 4 of 5
Test Load (Ib f)
Test Status
' 55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
Reileh Engineering Corporation -- Project Number - 08 -0005 — Page 5 of 5
9
21
91
10
49
31
50
30
51
44
26
41
15
11
48
47
46
45
43
5
42
25
25
13
14
12
22
64'
19
6
20
53
29
55
61
8
52
56
51
58
59
60
24
18
4
3
62
19
2
40
39
16
08 -0005
46'
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