WS-15-1847 S�i 1 j OT.j
\ P
Miami Shores Village ' ,, Petit TY Whit"�+CiVlfs(.,"f1``iiLittBt'$
10050 N.E.2nd Avenue NE ��
� Door
Miami Shores,FL 33138-0000
ti FN" mow Phone: (305)795-2204
71
Expiration: 02101/2016
Project Address Parcel Number Applicant
55 NE 97 Street 1132060130990 �
Miami Shores, FL 33138- Block: Lot: DING&IRENE PERAGALLO
Owner Information Address Phone Cell
DINO&IRENE PERAGALLO 55 NE 97 Street (305)995-5224
MIAMI SHORES FL 33138-
55 NE 97 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 1,925.00
JULIAO GARAGE DOORS 305-826-0250 Total Sq Feet: 114
F
Type of Work:REPLACE GARAGE DOORS Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info: Final
Classification: Residential Review Building
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $120
Invoice# WS-7-15-56443
DBPR Fee $2.00
DCA Fee $2.00 08/05/2015 Check#: 10084 $76.20 $50.00
Education Surcharge $0.40 07/23/2015 Check#: 10053 $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all theezabove-named
information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I autcontractor to do the work stated.
August 05, 2015
Authorized Signature:Owner / Contractor / Agent Date
Building Department Copy
August 05,2015 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-239731 Permit Number: WS-7-15-1847
Scheduled Inspection Date: September 02, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: PERAGALLO, DINO& IRENE Work Classification: Garage Door
Job Address:55 NE 97 Street
Miami Shores, FL 33138- Phone Number (305)995-5224
Parcel Number 1132060130990
Project: <NONE>
Contractor: JULIAO GARAGE DOORS Phone: 305-826-0250
Building Department Comments
REPLACE GARAGE DOORS Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
September 01, 2015 For Inspections please call: (305)762-4949 Page 17 of 47
1 � Miami Shores Village JUL 2� 205
IVED
561 ��, Building Department
'LJ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY'
Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
FBC 20
BUILDING Permit No. —7
7
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: !y-f- I � L� J I "
City: Miami Shores County: Miami Dade Zip: 3S 13
Folio/Parcel#: 11-32N, ()I i - oj l-6
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): Ano &'ffVCf llll Phone# 05 J f S g
Address: 55 • & -In 54 .
City: M I C'M 101-e-jState: Zip: •� 3 13
Tenant/Ussee Name: A { Phone#:
Email: l
CONTRACTOR:Company Name: _J 01 cwW (A J Phone#:C.
Address: RG og N ' IL5 q
City: Rk(kM� (_ State: C, Zip: 3 361
Qualifier Name: �y S< UL` G Phone#:
State Certification or Registration#: Certificate of Competency#- 6 S
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit:$ I-I Square/Linear rRpir/Replace
e of Work:
Type of Work: ❑Addition ❑Alteration ❑New ❑Demolition
Description of Work: I .�'
L
Color thru tile:
Submittal Fee Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE
r �
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 comme cement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss . In a absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
SignatureSignature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 2 I SF The foregoing instrum t was acknowledged before me this 21 Sf
day of�—. 20 jam,by DI;ID QW 011 day of JLN 201 ,by JU1100
who is personally known to me or who has produced C)Yi Vt rS who is ersonally known o me or who has produced
Li 0 n 5e— As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: .4W..-1,. .'h,,., NOTARY PUBLIC:
v YARL I K CAS IILLO
Notary Public-State of Florida •• �µY P YARET K CASTILLO
y Comm.Expires Sep 29,2016 Q otar Public State of Florida
Sign: O + Sign: ' Expires Se 29,2016
/( '��'%%,F T\ Bond_ Y Commission# EE 205866
Print:Ua T ed Through National Vary Assn. print: A .Nom.
n.
My Commission Expires: S-epkYYlbt757 a dllp My Commission pyrex- i
APPROVED BY �,Zy I .Tans Examiner Zoning
Structural Review Clerk
Revi ed 3/12/2012)(Revised( s )( sed 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
r lillllllllllllllllullllll 1111111111 Jill Jill
CFM 2015RO401148
THIS INSTRUMENT PREPARED BY: OR RK 29667 Pss 2634-2686 (3P9s)
RECORDED 06/23/2015 12:+033
HARK BURKHALTER YON,PL DASD DOC TAX CLERK.OF
HARVEY RuVzr.3► rt.Ek!( OF COURT
Matthew F.Yon,Esquire MIAMI--DADE COUNTY? FLORIDA
2101 N.W. Corporate Blvd., Suite 220
Boca Raton, Florida 33431
Folio No.: 11-3206-013-0990
WARRANTYDEED
THIS INDENTURE, Made this 15' day of June, 2015, by and between DAVID
HOWARD (aka DAVID BOWARD),joined by his wife, SOPHIA HOWARD, whose address
is 25 S.E. 2 Avenue, Suite 1100, Miami, Florida 3313.1, parties of the first part, to them paid by
DINO P.PERAGALLO and IRENE PERAGALLO,husband and wife,whose address is 1270
N.E.98`h Street,Miami Shores,Florida 33138,parties of the second part.
WITNESSETH, That the said parties of the first part, for and in consideration of the sum of
TEN AND NO/100 DOLLARS--($10.00) to them in hand paid by the said parties of the second
part, and other consideration the receipt whereof is hereby acknowledged,have granted, bargained,
and sold to the said parties of the second part, their heirs and assigns forever, the following
described land, situate,and being in the County of Miami-Dade, State of Florida,to wit:
Lot 17 and the West % of Lot 18, BIock 7, of AMENDED PLAT OF MIAMI
SHORES SECTION 1, according to the Plat thereof, recorded in Plat Book 10, at
Page 70,of the Public Records of Miami-Dade County,Florida.
Property Address: 55 N.E.97b Street,Miami Shores,Florida 33138
SUBJECT TO: Conditions, restrictions, limitations, easements and zoning ordinances of
record,if any,and taxes for the year 2015 and subsequent years not yet due and payable.
TOGETHER with all tenements, hereditaments and appurtenances, with every privilege,
right,title,interest and estate, dower and right of dower,reversion,remainder and easement thereto
belonging or in anywise appertaining.
TO HAVE AND TO HOLD the same in fee simple forever.
And the said parties of the first part do covenant with the said parties of the second part
that they are truthfully seized of the said premises, that it is free of all encumbrances, and that
they have good right and lawful authority to sell the same; and that said parties of the first part do
hereby fully warrant the title to said land, and will defend the same against the lawful claims
of all persons whomsoever.
IN WITNESS WHEREOF, the parties of the first part have hereunto set their hands and
seals on the day and year first above written.
Signed,sealed and delivered in the presence of:
{sign)
i J DA OW (aka DAVID BOWARD)
p �v� 25 S. "d Avenue, Suite 1100
(PrirrtJ m Miami,Florida 33131
8, �2
(Sign) 1/
ci> a J +C Yo------
(PHO
,l
4
(sign)
25 S.E. 2"�Avenue,Suite 1100
(Print) Miami,Florida 33131
(Sign)
(/tet)
STATE OF FLORIDA }
)ss:
COUNTY OF MIAMI-DADE )
I HEREBY CERTIFY, that on the aforementioned day, before me, an officer duly
authorized in the State aforesaid in the County aforesaid to take acknowledgments, personally
appeared DAVID HOWARD (aka DAVID BOWARD), joined by his wife, SOPHIA
HOWARD, who are personally known to me, or have produced Fl- b,k LL' as
identification to be the persons described in and who executed the foregoing instrument and they
acknowledged before me that they executed the same and did take an oath.
WITNESS my hand and official seal in the County and State this 15`x'day of June,2015.
My Commission Expires: NOTARY PUBLIC STA OF FLORIDA AT LARGE
Name: /t.{c� f�,, (p,mt)
MAMM R YON
* * WY COMMISSIM#EE 2025M
EXPIRES:juk 20,2016
"977'0 + Servkes
Ali
. JUL 2,3 2015
BY•
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`Jvj Ali All FEUERAL
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GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
DADE COUNTY FLORIDA
175 MPH
EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D
Mean Design Pressure Mean Design Pressure Mean Design Pressure Mean Design Pressure
Door Door Roof Door Door Roof Door Door Roof Door Door Roof
Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Negative Width Hei ht Height Positive Ne alive'
8 7 35.6 -44.7 8 8 35.2 -44.0 8 7 43.2 -54.28 8 42.7; -53.4
9 7 35.3 -44.0 9 8 34.9 -43.4 9- 7 42.8 -53.5 9 8 42.4 52.6''
7--16 7 15 -41.0 16 8 15 33.4 -40.4 16 7 15 419 49.8' 16 8 15 40.6'' -49.0
18 7 33.5 -40. 18 8 33.1 -39.7 18 7 40.6` -49.1 18 8 40.2'a -48.2''
8 7 36.1 -45.3 8 8 35.7 -44.6 8 7 43.7 -54.8 8 8 43.2 -54.0
9 7 35.7 -44.6 9 8 35.4 -43.9 9 r 7 43:3 -54.1 9 8 42.8 -53.2
16 7 16 34.2 -41.6 16 8 16 33.9 40.9 16 7 16, 41.4 -50.4't 16 8 i6 41.0 -49.5
18 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41.1'' -49.6 18 al 8 40.6 -48.8
8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 55.4 8 8 43.7 -54.5aa1
9 7 36.2 -45.2 9 8 35.8 -44.5 9 7 43.7 a -54.6 9 8 43.3 -53.8
16 7 17 34.7 -42.1 16 8 17 34.3 -41.4 16 7 17 41.9 -50.9 16 8 17
41.4 -50.1
18 7 34.3 -41.5 18 8 34.0 -40.8 18 7 41.5 -50.21 18 8 41.1 =49.3
8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 8 8 44.1 -55.1 as'
9 7 36.6 -45.8 9 8 36.3 45.0 9 7 44.2 a -55.2 9 8 43.7 -54.3
16 7 18 35.1 42.7 16 8 18 34.7 -41.9 16 7 18 42.3 51.4 16 , 8 18 41.9 -50.6
18 7 34.8 -42.0 18 8 34.4 -41.3 18 7 41.9 =50.7 1$ "(8 41.5 49:8
8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 -56.5 8 8 44:5' -55,6
9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 1 9 7 19, 44.6 -55.7 r 9 8 19 44.1 -54.8
16 7 35.5 -43.1 16 8 35.1 -42.4 16 7 42.7 -51.9's, 16 8 42.3 -51.0
18 7 35.2 -42.5 18 1 8 34.8 41.8 18 1 7 1 42.3 >s' -51:1 18 1 8 1 41.9 -50.3
8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 -57.0 8 8 44.9 -56.1
9 7 20 37.5 -46.8 9 8 20 37.1 -46.1 9 7 29 45.0 -56.2 9 8 20 44.5' -55.3
16 7 35.9 -43.6 16 8 35.5 42.9 16 7 43.1 -52.4 16 8 42.6 -51.5
18 1 7 1 35.5 -43.0 18 8 35.2 42.2 18 7 42.7 51.6 18 8 42-2 1 -50.7
8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 8 45.3 -56.6 'ss
9 7 37.8 -47.3 9 8 37.5 46.5 9 7 45.4 -56.7 9 8 44.9'J -55.8
16 7 21 36.2 -44.1 16 8 21 35.9 -43.3 16 7 21 43.4 -52.8 16 8 21 43.0 -51.9
18 7 35.9 43.4 18 8 35.5 -42.7 18 7 43.0 -52.0 18 1 8 1 42.6 -51.1 r<'
8 7 38.6 -48.4 8 8 38.2 -47.7 8 7 46.1 -57.9' 8 a 8 45.7 -57.0 is
9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 -5735 9 8 45.3 -56.2
16 7 22 36.6 -44.5 16 8 22 36.2 -43.7 16 7 22 43.8 -53.3 ar 16 8 22 43.3 52.3 '
18 7 1 36.3 -43.8 18 8 1 35.9 -43.1 1 18 7 43.4 1 -52.5' 18 8 42.9 -51.6
8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5''' -58.4' 8 " 8 46.0';' -57.5
9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46:1 57.6 9 8 45.6'' -56.7 '
16 7 23 36.9 -44.9 16 8 23 36.6 -44.2 16 7 23 44.1>a 53.7 : 16 18 23' 43.7' r-52.8
18 7 36.6 -44.2 18 8 36.2 -43.5 18aa 7 43.7 -52.9 : 18 8 43.3 -52.0
8 7 39.3 49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 46.4' -57.9
9 7 24 38.9 -48.6 9 8 24 38.5 -47.9 9 7 24 46.4 -58.0 9 8 24 46.0 -57.1
16 7 37.3 -45.3 16 8 36.9 -44.6 16 7 44.5 -54.1 ' 16 i 8 44.0 -53:1
18 7 36.9 44.6 18 1 8 1 36.6 -43.9 18 7 44.1 1 -53.3 18 8 43.6 -52.3
8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47.2 -59.2 8 t8 46.7 =58.3
9 7 39.3 49.0 9 8 38.9 48.3 9 7 46.8 58.4 9 8 46.3 57.5-
16 7 25 37.6 -45.7 16 8 25 37.2 -44.9 16 7 25 44.8 -54.4 16 8 25 44.3 -53.5
18 7 37.3 -45.0 18 8 36.9 -44.3 18 7 44.4 -53.6 1 18 1 8 1 1-43.9 -52.7
Notes:
1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Low-Rise Buildings.
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD)design pressures shown.
3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II,residential application.
4) The design pressures assume the entire door's width� in tre erg zpne(jgAne 5)of the building.
5) Most garage door openings will not be locaTedcoreplatelp intone 54 Tferefore individual m ,.�••"''.•{
calculations will result in lower pressLres. •• • • • • ••• • m ♦+' •+� N
6) For mean roof heights less than 15',use.15'prass•re� • • • • • o m +" y ��/ • V•, o Z
7) This Table is only to be used in conjdhLrtionWRRAmaroGarage doors. •• s ; .+`""•►. `+ 2
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MIAMI-DADE MIAMI-RADE COUNTY
r M6 .11 PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadg.gov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to
1§4' Wide(DP+45.8,-49.3 PSF)
:....: 'AQPROVA'L POCUMENT:Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak
.Stalin, (24 UA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated
b3/142003;with revision C dated 02/04/2013,prepared by Aman Garage Doors,signed and sealed by
fomas L. SUrj;jrdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
..... •Nei&of A;gggice number and expiration date by the Miami-Dade County Product Control Section.
..:.. AUSSILE EW ACT RATING: Large and Small Missile Impact Resistant
LA ALINC-A f0manent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
• 14ansas,model nxsnber,the positive and negative design pressure rating,indicate impact rated if applicable,
•;•••• ;igstallationinstrttation drawing reference number,approval number(NOA),the applicable test standards,and
•the%fatemeot;dWlt jng`Miami-Dade County Product Control Approved'is to be located on the door's side
••" .IM04 bottom ang1b, or inner surface of a panel.
WNEWAL 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 revises NOA#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0505.13
MIAMI-DAD;COUNTY Expiration Date:September 4,2018
j t5 Approval Date:July 16,2015
0710 � Page 1
t
Amarr Garaee Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#13-0503.08"
1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24
GA) 1000, 2000, Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3, dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and
sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA #13-0503.08"
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R,
dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
• •• 2)Large Missile Impact Test per FBC,TAS 201-94
• ;•; •• 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
•••;. •••alopgwith marked-up drawings and installation diagram of 9'x7'24 ga Model 950D Heritage
...... with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
•• :.:Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
•••••• ••••• •
*P.46. "Submitted under NOA#08-0718.03"
..... . . ...:..
.0:* : CAIrE't1�,ATIONS "Submitted under NOA #13-0503.08"
:....: " 1. "Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and
• :seated by Thomas L. Shelmerdine,P.E.
• ••• 2. anchor calculations prepared by Structural Solutions,P.A., dated 02/09/2012,signed and
.;...• •• •••seaoed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.03"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by mas L.
Shelmerdine,P.E.
a� io his
arlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0505.13
Expiration Date: September 4,2018
Approval Date:July 16,2015
E-1
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• •••
7.16 GA END CAP BEHND STEEL HURRICANE • • • • • • 4KFME1A•WANGERMI•ACHED 3 GIL FLAG BRACKET ATTACHED TO WOOD
TDP FIXTURES AFV
ROLLER V/3'HIM f7EN • • • • •
• • • • V/<4 I/4'x D/4•
• • • • HEX IIID SCI�VE• IE GA CO)KRCIAL V%N'—.5111114111114
'AI 5/16 DIA LAG HOTS AND TO
ADJUSTABLE ROLLER CARRIER • • • 000 • E'THIO OP FIXTURE ATTACHED V/ TRAV/W>1/4•-20 x 5/B TRACK SPLICE
ATTACHED V/(e)1/4'x I/e' N)1/4•x 3/{'HEX HEAD BOLTS AND NUTS -
12 DA GALV.COMMERCIAL ,0.T 6 HUT PER BRACKET __ 7'16 W ENO CAP BEHIND SCREWS AD.AISFAHLE SLIDE
70P ROLLER,RACKET - TO'AND AT70M i1XT101ES - BRACKET ATTACHED V/(e)
ATTACNED V/(O 1/4'x a 1/e'1BGA R-TRUSS ATTACIEB - - 1/4'x 1/2'HOLT AND NUTS
3/4'HEX HEAD SCREWS -:E:::i' ':
PER BRACKET .:...: V/EA 1/4'X3/{' ..:1 -._:
HEX MEAD ElrOY4 • 'T�,=-�-A ••• ••
EACH Cr4TER STK • • • •
TYPICAL TOP FIXTURES 24 OA MN FXiFIHOR SHIN SP TRACKS AT THIS LOCATION
• ••• • •• • x/BAKED OR POLYESTER RMSH - /(V 1/4•-20 TRACK SPLICE BOLTS k Nu
N.LS ' • ^
1 • • • • • • • • TECO E 0 JAVB WIN(3)5/10'DIA x
S[E(
• x(-5/B'
1-
LAO
SYPeaTABLE 2)ON PAGE J TDR LDI! CJJ (SPICE)RECOMMENDED SEC7DN CONFIGURATION A TS(Qt) / dA 5/B'
{AO BOLT ATTACHED TO AVB
(1)R-TRUSS AT EA JAMB BRACKET
PER SFC71O1
STILE 1 LOCALE➢INF H 2 CA.DAM STEEL
Moe(N0.E(SI O RAMS BRACKETS
(TOP) DN TOP S[CiION TINY <TIROIXAU ATTACHED W/(1] /4'-20
H TRACK SPUCE 90LY R NUT
.'Y N0.ET FM STRUT
2 3
ATTACHMENT
f REORWID IP STRUT F
E
THROUGH
) E
O ..
0
E(TA1LE 3)ON PAGE 3
C TYPICAL STILE STIFFENER/S ` FDR.w(B BRACKET SPACING
A B H.T.& v a 1/2'N X ID GA R'R-TRUSS)TRACK CONFIGURATION FOR 8'B'UP TO 14'TALL DOORS
GALV.STEL R i!7� -TRUSS ATTACHED
--�A YW(4)VA EACH END STH41 HEX HE D
REFER TD TABLE 4 ON PAGE 3 SEE(Tp0.E D 011 PAG[3AltoHEAD
'FOL STILE PLACEMENTS FOR STRUT SPACING SCR WS AT :3/E HEX STILE SCREWS AT EACH CENTER STILE
M'-0'MAX
03 14GA DOIASAFE ROLLER INSIDE ELEVATION m 3'20—STRAITS
ACHED V/
CARRIERS ATTACHED 70 R-TRUSS MEA (2)1/4'X 3/4'
HEAD SCeEVS,PER CARRIER 14 OA➢UNSAFE HEXENDAANSCREWS
ENO HINGE ATTACHED FR MICR Of DAR
V/fe)I/4'x 3/4' - STILES
HEX HEAD SCREWS CUNT.STEEL RETAINER A ARMATOD9miBp)41L�hFG11MJm OSI/10 3%H
x 10 BALL SLEET OSP
I/46
ROSTER 7V0<e)ROWS OF Y/BOSTON SM
I-1
STEM UGA ROCARRIE THREE CI)VENTS B UDIIDDIIS:'AHO IO�M�I1 DD
ROLLER CARRIERS ATTACHED Ly
--
TO ENO STILE V/(3)1/4'x 3/4' EQUALS IS S0.INCHCS A
HEX HEAD SCREWS PER CARRIER CT10N A-A(SIDE VIERn C N®SMD®IIW MC101 0]/01/13 HR
PRODUCT B,6VL48p _
wo"maw MAX SIZE 1Q111111!!14
SLIDE LOCK ENGAGES ONTO VERTICAL CTD " tl OfH11CYMBV W 18'X 14' Rg \\%'\' `, SHQQ,," n
TRACK ON BOTH SIDES 3/0'NIH ARBHBH�Oe OID� D�1lifDESIGN LOAD g \ 'P/�C ij
ENGAGCNCNT<SNAP LATCH,13R LOCK fOQ110�• IS01Idreoph +45.8 PSF $$$$$$44 \\.D��:��C�IV SF:'p����' g
3 1/E•H X IB GA. <3• . UPTIDNAL VENT DETAI No 3•SO 0# -.49.3 PSF le ♦� '' R
R-TRUSS)ATTACHCB VAV BAR OPTIONAL)
ATTACH V/(E7 1/4'z 6 IYeoB011.OD 'h••
I/4'X 3/4'HEXX EAAD 3/4'HEx HERD SCREWS �, fnLdeElCol•BI g gg:*• 00405 9
WS
TYPICAL DLRASAFE END HINGE,(D Bjlyel Pn16uD1 �pSI
��pU1ON� gI - STATE
N/REIOBIE 5E11 81 GA GALV.STEEL END SOLE 5/16•x!9/D'LAG ARGE AOSSLE �' �/•Y'•�� Q..+t�,�
S11PPU ATTACHED WITH C/)TON-L.-LOC GREW(0 PER IMPACT O \
33/4'NIN ( FA BY INSTALLER) TO DODNS SKIN AND(E> JAMB BRACKET 7.16 GA END CAP BEHIND
SIDE1100N I" T00-L-LOC AT
BAG
HE TOP AND TOP AND/OTTdI FIXTURES RESISTANCE Vj S••"••••••'''� \\ 3
(7)e0.1 CINIM A7TACNED WITH
BOTTOM RAIL ''AT; 2�; - FL
TOG-L-LOC AT THE 70P AND (1)7/HV INA. X MEANJ14X31" _ _ LARGE M I S S L E
NOTION RAIL AND ADHESIVE BOLT RETAINER HEX IEAO SCREWS
TO INTERIOR FACE PER ROLLER AT ENO ANO CENTER -
STILES ....:::_..
-- IMPACT RESISTANT
_. 2karr
163 CARRIAGE COURT V'INSTOR-MIEN,NC. 27N3 VWNHARRxOR
"' e•10 HALL NODRL 050 HERITAGE 24 DA 1000,9000
STEEL HURRICNNE 11 G& BRACKET
Y'CK I IME ISIZ 13 GA THICK ATTACKED MOpRL 855 OAK 8UMM1T(94 OA)1000,9000
IN
AC(7NICNHfSE.00.1 ER V/3•NIN S7EH V/Q)1//'X 3/4' BRORT,LOBO,FLIIRH,AND OAK SUMMIT PANRI8
5 1112-11X IB GA.(S' CONI VERTICAL JAMB 2X6 HEX HEAD SCREWS
D 1/4-VO x T AND NAND NUT
PER R-TRUSS) SOUTHERN YELLOW ME 9E OOAW 91 Ola DAE 03/N/DI WAIN N,RR
SPLICE (No.2 OR BETTER)
.IAMB BRACKET TYPICAL BUTTUN BRACKET 4 B aRaGe 9r A)1 DAE 03/II/01 IRC-9516-169-26
TRACK MOUNTING DETAIL Rrs
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
SPECIFICATIi!1Ns j4NOTES •• : •
1.ALL THE LOAD FROM THE DO&IS TAANSFERRED?S NE VERTICAL TRAEIR• •
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2.EACH VERTICAL JAMBS RECEIVES"IMUN OVON DADS PF� ••• ••
+386.4 LBS/FT & -394.4 LBS/FI
3.DOOR AND HARDWARE WALL BE k GNED• OF ED• • • •
AND INSTALLED WITH STANDARDS AS BY A A.• • •• •
4.DOOR SECTIONS SHALL BE 24 GA. '0 T IOR�%
ROLLED FORMED,W/BAKED ON P%lf.TERN H • • • ••• •• INTERIOR OF GARAGE
5.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)5 1/2"R-TRUSS PER SECTION&(2)3"TOGA STRUTS AT BOTTOM SECTION MAX.WIDTH 16'0"
S.DOORS OVER(4)SECTIONS REFER TO TABLES I AND 2
ON PACE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED TM
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS DESIGN LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. +386.4 LBS/FT SEE NOTE 2
& THIS APPROVAL REQUIRES THE MANUFACTURER TO OD TESTING -394.4 LB$/FT
OF ALL COILS USED TO FABRICATE DOOR PALLS UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR, THE
MANUFACTURER SHALL MAB.TO THIS OFFICE: A COPY OF THE
TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION PRODUCT XBV►48D PRODO(?Arvam
FACILITIES, AND A NOTARIZED STATEMENT FROM THE B.RB•p1Y• wiftMBfleddB �a1�Iy61BwWI�eflorli
MANUFACTURER THAT ONLY COILS NTH YIELD STRENGTH OF smu"006 BdIdY11B cR4
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR AaeBBrle.fYo AC*VAW NRI O.�
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 1TA94m
: e 14ROrR1 0. BT - PoogN4
MY I DESIRPIDII DF F€Nm ax BY
WOOD JAMB ATTACHMENT TO STRUCTURE " " "D11DB��"`��d1°3 apIND a6
B juamionno 110fiahl low
2 X 6 VERTICAL MHB ATTACHMENT TDyDD➢FR0.E a7RLN'TLE)E C NOD Ri1TTO Polf>l5101 07�I/IS RR
5/16'%3'LAG SCREWS STARTING 6'FROM ENDS THEN 12'O.C.Cl 1/2'EMBEDMENT) '
9 X 6 VERTFCA' �ANB AX
TO 2060 PCI CDNCRETF MAX SIZEe
HILTI KV1K BOLT 3/9'X 4'STARTING 6'FROM ENDS THEN 24'dG(e 1/2'EMBEDMENT) 18'.14'HILTI SLEEVE ANCHOR 3/8'X 2-3/4' TRTI(1 6.FROM ENDS
IT
W/RANSET REDHEAD(TRU-H LT)3/9'SXA4'STARTING 6'FROMTHEN ENDSITHEN n'O.C.,(2 I%2'EMBEDMENT) DESIGN LOAD (._
SIMPSON 1/4'CXL3'TITEN SCREVS STARTING m61/FROM ENDSUSE PAIRS OF FASTENERS +45.8 PSF
-49.3 PSF �S ���o�P
`x
(3'APART)AT 9.OC.(1 1/2'EMBEDMENT) Wr��
HILTI 1/4'X E-3/4'KVIK-CDN IN SCREW STARTING 6'FROM ENDS,USE PAIRS OF �'. �, 0048
FASTENERS C3'APART)AT B'MC,U 1/4'EMBEDMENT) c +�,: n r`��'•p^
P%6 VERTICAL lANB ATTACHMENT TD GROUTED C-90%I RLN(2000 PST GROUT> •J s$$
HILTI SLEEVE ANCHOR 3/e'X 2-3/4' STARTING 6-FROM ENDS THEN 14'D.C.(1 1/4'
EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE111SSLE �o-'LA��(, STATE OF
g .LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, IMPACT eAs'..Ic� OP,:��� "
.PREPARATION OF WOOD JANBS BY OTHERS RESISTANCE 777, ORS C�p� 3
F 1131 E,�\\��� e
OOD CCWCRETE HOILOW BLOC GROUTED BLOClist
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
2ka
165 aO1EL 950 T VINSION-11ALCK HC 00_HERITAGE(B4 A) 000 8, 000
ARRCM
S'
1112,MIN -2--F`M3/N8-1MIN I-1/2'3MIN'HI 41 MODEL
HOD865 OAK SUMMIT(24 GA)LODO,2000
SHORT,LING,FLUBR,AND OAK SUMMIT PANELS
AVAILABLE TRACK CONFIGURATIONS SHE WIM BY IU DAC W2/43 DRATBDIDIBIR
B OM BY AM DME 07/11/87 IRC-9516-169-26
N.T.S. SRI 2 IF 3
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
TABLE 1 • IF • • • • • TABL44 TABLE 2
• • a**. • • �° ° 61 "°" DOOR SECTION HEIGHTS
DOOR STRUT SPACING(BASED ON RECOMMENDED�S�CI'ION ,ut0ndremlaB
HEIGHT CONFIGURATION) • • •TOP• P'"w°' '" h' 363 "" HEIGHT Btm /#2 #I3 �i4 #I6 /18 #7 #�
(AI ON QN (W ON ON 0^) 0") _ ..
pp ,,11 A�] 'eB �2Cr D E F G H I T ,o Stod 26.218 45.408 7,Aw I 5L762 ".. 6.21 1 r;Iiu
10A 30. _........._.�.
8.0 2°.076°0°0° °A"6 13'6' 21' 21 r2l 21 21 18 18 21
7 41/2 7 17 1/2 38112' 59 112 • ,z.0 z6. 48.01: 72MO 156 ++SATs1 Q p
• • • �6 2" 6.5 .976 10.1 170 eaa2{.876 40917 72. 63.063 15 76.:. , ; t u21 18 18 18 18 21"
8 41/2 7' 17112 351/2' 531/2" 71112 • E8 2 2 -°°9 7 0591 mon }, e , 120.76 � Slt21" 21" 18" 18" 18' 21' J
9 41/2 7 141/2"1321/2" 501/2"168-1/2"1 86112 100112' +z4 e".6. 26.656.5872 u. 63863 122. 6
,1 17:6 88M 27. 670 7 4 12:' H'41M,
x11 . lg Irk ,75 2].9126,.,63 ]5602 x6n 12zeeo e _.,moi'-
10' 4112"1 7" 171/2" 381/2" 591/2" 771/2" 951,1/2" 112 112" i e s0M L346 51.W0 ie. 9330+26.76 10 6" 21" 21" 21" 21" 21" 21"
, re Lo"reBW 25.2266 13 7e.060 51 X 1 fi ;7r __..
..-x::..... .:.-.<. �'i.t,..:v:_-J ,64fr.\ BW 6 51.313 70. 100. 761.3 -A '1;'s)'
17;10 S1M 27.09 52.29 77.000 1 .760, -
11' 41/2" 7" 171/2" 351/2" 531/2' 711/2" 891/2" 1071/2" . 124112" n SA9 9'6" 21" 18' 18-119- 18" 21" '
27.1 .2-
112
2.063 , 101.538 1 6 ___--
x�s - mss:;� °J ..r :��'+1%��;�I3�2„69?1�3�9711/��a9.�x1(�a 8�•-$� :6.r ��:'I9Qa 2.- 7,0 67.022 7e lwaoo 125.022 r )f;8u r4' 1 v u1;
12' 41/2" 7" 17 1/2" 381!2. 59 1/2" 801/2" 101 1/2" 1191/2" 136112" --
42' 8 11 u n 1 ;2 t ;29000816 21 21 21' 18 21" -
�'�li�. � £- 3��' �� '+�x19'll2 c=$$� 2,4�b7�t12�1�5� ��L42�%2z , 1 am 6.6.,9 70.00D 107.500 aFg`�'t ,4.1"., ;72�'13 4112 7 171/2 38112' 591/2771/2 951/2 1131/2 1311/2 1481/2 17+2 96.6 ,55"657 7x999 ' .438,2"ms `-68n 9 15728.!62 131.29
' 1 :4Bad28.873 519 9 160.063 1 1.7764112" 7" 17 112" 381/2" 591/2" 801/2" 101 1/2" 122112" 1431/2" 1801/2" 7nu 17,2 Baa 26. Ala 21 18 18'171 70 209 ,
17 6 31.50 5 2.000 .76
17.5 BOW Z9 SBA13 87.09 1 186 1249] -
17101 8W 31. 57.1 82" i0LTI3 MASS
13110 3,910 61.1 93.000 708830 71.680
1 A Baa A7
TABLE 3 14':0 SBpI 31.688 6L7m 63639 -1,15-J13 1 tae
14•,0 33,260 5 84.09 7 HA O WAIN OF WMIS ul BY
DOOR TRACK ATTACHMENT SPLICE 14•: 30.52a67. .0W , 1
97.376
IC2 i7W 37.764 64.638 11L41 A K"Mum A 81WRIC.08. 0090D 06/11/08 Sl
HEIGHT ATB C D E F G H I J K L M N S 63 ++ 130. B t6TAlDW1BC2T0 14/101 mc
4'-2 Baa 91.,5 a0. 85.09 111 AAS
r 1>,�• 3:988 1 66.638 02.777 195.463 c AIDSHRWBA1019a:IW oe/01/M RR
T 3 14' 27" 36 46 56 68 76" r4 002 10.+86 u0.n6
1'6 61"n 32x63 some 14.00 14,,065 PRODI TUVISGD W Fi - \\\6661668q
Y 11 'n 41 12 x' 1 9 V 'd T.�t kis:- y'+S+ -s,.•....•. ryW =ftx�" - IG b'S A BX x Z4
+37� t q6r 146.2 8 x 6 6 6fl 78 x > + 82 �4p61 .�t001TO61d' �\\ L. 5HE(AAJ Ae 2
tY a 7.15 6B. A9 + A.876 DESIGN LOADS ��,CO,....•.. 'n� Aje
8' 3" 14" 27 38 46 56 88 78 88 1s; ,63 7me 11x3 3 0x.863 +4&8 PSF € .`e1Q�G E N S�• Ti e
14.8 26.21544.012 96.49 200 , ,7 A56y65Bp _49.7 PSF dLL +��•:
No f ,
6 Ts _ v ti• N 04057 t'
„ u•,o saw M. 6i'm .me 110.8 lu. / 1
9 3 14" 27 38 46 56 68 78 88 100 14,10 +,0.791 .,9 UK=RF �`
t S � � .1 r� -' tl�4 A II 30 3 A X "CC ' �+ a 1.063 1 6 H561p �'�" •%;I �, :¢
,s:o 24.6004889 8292 nt]9,0-491 19 � wXI STATE OF :11J�3
10 3 14 2T 38 46' 56 68 78 88" 100 112 9: em +A,6. 63.102 t, 1 LARGE MISSLE � c%• P;�4r`.-
H75 /� �1 y1 ,1�. �•1 .�/p (� yIMPACT n r O 10.• �`
S4C 1✓2":'a ,7/„'. .r�C.- 4 ,..e: {3V��,n6��` 4YIb',t Yf+f<i g..' '� Sjt' 4,t'ks`L?.:E+. '. �� N. 182 SAM 7.0.38882.083 9.935 115219 p7.405 RESISTANCE J !�n'(,• ••• ('j♦ 3
..,,..c.6. 75.2 5. 12. A
19,60.1 PAOI1f1CT AHV15E0) >0�
11 3 14 27 38 46" 56" 68" 78 88' 100".110 124 "" 91 1% ' ' �e/olgyMpvoladeFborms �QFS/UNAt O\ �`g
SIM 67.90 .260 , ' Upol Code FL r° •• 8�
{:R iI 1 7 i iwQe b-) N p B '4 7 , 5136760,6&.,26 6318
{y F.�.6 ..1 ._# 2.711: +x,kY Ytll,�>5$h-• I:C �§ N8`: „v M.HAM ?:C�* 1..,41F.k 9:4 Beed :p8 A00fCUe60 Ne.•� 0 =`'l`�^y/''/pwy/8.
1 i N p 2 112. 78.97 Wmtl9tloo yCN�(��ee�
12 3 14 27 38 46 56 68 78 88 100 110 122 1381 9 .81
1 .5 47A9 ra8193.09 Itb151,,
1.5 a 2. 6.1.026. 2 11iT�u .6 1 t 6 er 1 pfe"CwAm
13' S' 1 14" 27" 38" 46" 66" 68" 78" 88" 100" 114" 122" 134" 148" "' 8400° 16.7 40°102'' 165 CARRrAK MAT VINSY N S&M RC. 87109 VWAI97RMS
rr���� ,1,,11 �7 71 .1/1 7� ',1 t -• ena 29. A17 rl 09 1 g9A63 UM MODEL 050 HERITAGE PA OA)1000,8.000
4.v�.'...:i{ 3.5_.1:72 t 7?-�.- 4 "i6--1. 657 6 'S>'.k�/9°.e - I�S S�1[ :z'<.17! ,,'r 1t4" 7 µ 'i: 1si alwt 4 1 1 t e 184.664
MODEL 665 OAE SUMMIT(PA OA)1000.9000
tYfO 2x26 40.187 n 63.90 117.017 140.633192.79 SNORT,LONG,FLUSH,AND OAE SUMUTr PANELS
14' 3" 14" 2T' 38" 46" 56" 88" 78" 88" 100" 114" 122" 134" 146" 160" +0 9eW ,.982 161.0 6
2163 45.611 ]2812 . H1 11. t4 A61 SE OPAkL BY ON BAE 03/14% OAASBI6 o
t9:o n.599A9 � + 16.7.{9,81x9 IRC-9516-169-26
ALL TRACK ATTACHMENT SPACING+/- 2"ALLOWED WITH SYP 40.2 OR BETTER ONLY 19 6.9 17 7 58 - ' ,e7 8 1(NuoBT )XI OAE 03/4101
EEL7 J of J