WS-18-609 (2)Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
issue Hate: 412512018
Permit No. WS-3-1'8-609
Permit Type: Windows/Shutters
Work Classification: Garage Door
Permit Status: APPROVED
Expiration: 10/22/2018
Project Address Parcel Number AoDlicant
1199 NE 102 Street 1132050190010
Miami Shores, FL 33138-2649 Block: Lot: ANELIA SHAHEED
Owner Information Address Phone Cell
ANELIA SHAHEED 1199 NE 102 Street (954)261-5218
MIAMI SHORES FL 33138-
1199 NE 102 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
HOME OWNER
,e of Work: CHANGE GARAGE DOOR REPLACE EXISTING
of Openings: 1
iitional Info: CHANGE GARAGE DOOR REPLACE EXISTING
ssification: Residential
inning: 3
Fees Due
Amount
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Notary Fee
$0.00
Notary Fee
$5.00
Permit Fee
$110.00
Scanning Fee
$9.00
Technology Fee
$2.40
Total:
$132.80
Valuation: $ 2,411.02
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-3-18-66728
04/25/2018 Credit Card $ 82.80 $ 50.00
03/08/2018 Credit Card $ 50.00 , $ 0.00
F
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an�'F , I authorize the above -named contractor to do the work stated.
PAL_ April 25, 2018
Authdrized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
April 25, 2018
BUILDING
PERMIT APPLICATION
Miami Shores Village
EC E i V,E b
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR�0�8, 101Q8
Tel: (30S) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201�
Master Permit No._y_1A S 18
Sub Permit No.
❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores Countv: Miami Dade Zin: .� 1 3%F�l
Folio/Parcel#: 9 - fJ0j L Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood Zone: BFE: F
OWNER: Name (Fee Simple Titleholder): LALL I t-' Sl(--0 f41-E11 Phone#: u C 2(1A Z1
Address: 11 Ci A/C 10 V)C4
City: °✓) I GM I S W (� State: IL Zip:
Tenant/Lessee Name: ►..i-JR Phone#:
Email: o6 kP-Ock\C ,j e—e?_ )C7WCr1%\ ,t nro
CONTRACTOR: Company Name: tJll�llr: 04,0LJ2 A Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#: ,
State Certification or Registration #: Certificate of Competency #:
l �
DESIGNER: Architect/Engineer: N3�1-r Phone#:
Address:U1Nr• City: pi) State: Zip: .�
Value of Work for this Permit: $ L\ 11 r(jl Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration
Description of Work: Q) CTi C k e . C% C5-0
❑ New Repair/Replace
❑ Demolition
Specify color of color thru tile: /�
Submittal Fee $ cJ 0 �I8 Permit Fee $ R o CCF $ 10 CO/CC $
Scanning Fee $ Radon Fee,$ DBPR $ z Notary $
Technology Fee $ 2.40 Training/Education Fee $ O • b V Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable) _
Bonding Company's Address tiA'
City State
t, A.
Zip
r,A
Mortgage Lender's Name (if applicable) M0c 4(i'G'(—,
Mortgage Lender's Address S,455" Q01tI nU hCA l" O(1t/ L
V
City Aci State LA p Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating .
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN'YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YO.Vft*;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
OWNER or AGENT /
The foregoing instrument was mnya nowledged before this
day,5fN, 20 by
7'i COS p rs na ly know
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of . 20 , by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sig MAHARAIK.GONZALEZ Sign:_
' MY COMMISSION
Print: F-XPIRES:November2,2020 Print:
Bonded Thru Notary Public n rwn rs
Seal: Seal:
72;,
APPROVED BY- Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: A NC-LI A SHO HEED JI N)J I )0_ PlIT =LDATE: �—
ADDRESS: /l/ ri ci VC-- ICI k-1 sr A4I 4,u t
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
r
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and cgntracts.
Initial //:Y
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold. or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease,Fich violates the exemption.
K Initial `
5) -1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial u
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
g• . j is my responsibility to ensure that the persons whom I employ have the license required by law and by`county or municipal ordinance.
s
Initial
I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial
Y
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial
r•�
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.htmi
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
uLff, /021, ,,sr. Mlc.mj SI-10;106 I D)'S,s'
Initial 14
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the ' formation that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's worker's compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this day of MOY 20 k V
By ��G personally y
l �� 1 VCR.
who was ersonall known to me or who has
Produced the a Icense
Y OWNER
as identification
IL
Prepared by
Laura Bourne Burkhalter, Esq.
Laura Bourne Burkhalter, P.A.
201 N.E.95th Street
Miami Shores, FL 33138
Return to:
Core Title, LLC
Broward Financial Centre
$00 Broward Boulevard, Suite 1820
Ft Lauderdale FL 33394
Folio No.: 11-3205-019-0010
f Space Above This Line For Recording Datal
Warranty Deed
CFN: 20180106403 BOOK 30871 PAGE 1784
DATE:02/22/2018 10:47:20 AM
DEED DOC 4,650.00
HARVEY RLIVIN, CLERK OF COURT, MIA-DADE CTY
This Warranty Deed made this 110 day of February, 2018, between IRIS L. GOMEZ, an
unmarried woman, whose post office address is 11111 Biscayne Blvd., Phase 1 Bldg, Apt. 2115,
Miami, Florida 33181, grantor, and NIHAR PATEL and ANELIA SHAHEED, husband and wife,
whose post office address is 1199 N.E. 102nd Street, Miami Shores, FL 33138, grantees:
(Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and
the heirs, legal representatives, and assigns of individuals, and the successors and assigns of
corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS
($10.00) and other good and valuable considerations to said grantor in hand paid by said grantees, the
receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantees, and
grantees' heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade
County, Florida to -wit:
Lot 1 in Block 175 of REVISED PLAT OF NIIAMI SHORES SECTION 8,
according to the Plat thereof as recorded in Plat Book 43, at Page 67, of the Public
Records of Miami -Dade County, Florida, together with the improvements thereon
and the appurtenances thereto.
Property Address: 1199 N.E.102nd Street, Miami Shores, FL 33138
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise
appertaining.
To Have and to Hold, the same in fee simple forever.
DoubleTlmO
L-
CFN: 20180106403 BOOK 30871 PAGE 1785
And the grantor hereby covenants with said grantees that the grantor is lawfully seized of said land in
fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the
grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of
all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing
subsequent to December 31, 2017.
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above
written.
Signed, sealed and delivered in the presence of:
Witness: Cecilia L. Swift
STATE OF FLORIDA )
)SS:
COUNTY OF MIAMI-DADE )
�-Zaz-
IRIS L. 00MEZ
I I I I I Biscayne Blvd., Phase 1 Bldg, Apt. 2115
Miami, Florida 33181
I HEREBY CERTIFY, that on the aforementioned day, before me, an officer duly authorized in
the State aforesaid in the County aforesaid to take acknowledgements, personally appeared IRIS L.
GOMEZ, an unmarried woman, who is personally known to me, or has produced Florida DL as
identification to be the person described in and who executed the foregoing instrument and she
acknowledged before me that she executed the same and did take an oath.
WITNESS my hand and official seal in the aforesaid County and State this 8`h day of February,
2018.
My Commission Expires: NOTARY PUBLIC STATE OF FLO A AT LARGE
Name: Cecilia L. Swift
,0�t' PNb CECILIA I.. swIFT
* * MY COMMISSION t FF 177025
EXPIRES: March 13, 2019
+.fai F�oe�Or Bonded Thru Budget Notary Serdces
Warranty Deed - Page 2 DoubleTime"
i
„ L
CFN: 20180106403 BOOK 30871 PAGE 1786
MIAMI SHORES VILLAGE
Building Department
10050 NE 2 Ave, Miami Shores FI, 33138
Tel: 305-795-2204- Fax: 305-756-8972
Permit No. REOC-1-18-234
Certificate of Re -Occupancy
Address: 1199 NE 102 Street
City: Miami Shores
State: FL
Zip: 33138-2649
This certificate verifies that the reference property has been inspected by Miami Shores
Village and has been determined to presently comply with schedule of regulations of
Miami Shores Land and Development Code pertaining solely to the requirement that each
one -family dwelling is used and intended to be used for a one -family dwelling purpose
only; however, this certificate does not constitute any representation or warranty as to the
condition of the dwelling or other structures on the premises described herein, or any
aspect of such condition, and interested persons are advised and encouraged to make
their own inspections of the premises in order to determine the condition thereof.
Building Approval:
.4
STRUCTURAL SOLUTIONS, P.A. *
5921-G West Friendly Avenue
Greensboro, North Carolina 27410
NC Firm #C-1096
Project No.: 18-002
Date: 4/16/2018
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1
for Components & Cladding, based upon the design parameters listed below, using the Load Combinations
in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th Edition (2017).
Building Address:
1199 NE 102nd St
Miami Shores, FL 33138
�p
Garage Door Width:
8 ft
Garage Door Height:
6.75- ft
4 2 18
Basic Wind Speed:
175 mph
Exposure:
D
Mean Roof Height:
11 fit
\,
Least Overall Horizontal Dimension of Building:
47.5 ft
Distance from left
building corner to edge of garage door opening:
36 ft
Distance from right building corner to edge of garage door opening:
12 ft
Roof Slope:
any slope
Ilk` '
Positive Design Pressure =
43.3 psf
Negative Design Pressure =
-47.4 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
•1 s,
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine tf a Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A `\\
This document is only to be used yin conjunction with garage doors that are
manufactured by Entrematic.
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STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)
STRUCTURAL SOLUTIONS, P.A.* Project No.: 18-002
5921-G West Friendly Avenue Date: 4/16/2018
Greensboro, North Carolina 27410
NC Firm #C-1096
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1
for Components & Cladding, based upon the design parameters listed below, using the Load Combinations
in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th Edition (2017).
Building Address: 1199 NE 102nd St
Miami Shores, FL 33138
w �
r� Garage Door Width:
Garage Door Height:
R Basic Wind Speed:
AP Exposure:
Mean Roof Height:
Least Overall Horizontal Dimension of Building:
Distance from left building corner to edge of garage door opening:
Distance from right building corner to edge of garage door opening:
Roof Slope:
8ft
6.75 `ft
175 mph'
D
11' ft
A7.5 ft
36 ft
12ft
any slope
Positive Design Pressure = 43.3 psf
Negative Design Pressure = -47.4 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used in conjunction with garage doors that are
manufactured by Entrematic.
♦
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STATE OF i
STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., Fl- Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)
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!!APPROVED
BY
DATE
iZONING DEPT
BI-BG OF -PT
COMPLIANCE WITH ALL FEDERAL
"OHNTYRULES AND REGULATIONS
,L—L7
/I rY AX, 102 ftl S-t-iree f -
Ai m I s i-I L?Izc-:s ft 9 S I '? S:
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Legal Description:
Lot 1. Block 175, of REVISED PLAT OF TRACTS 175 A, 175 B, 175
C, 176 A, 176 B, 176 C, 1.77 A, 1775 AND 1'18A OF THE REVISED
PLAT OF MIAMI SHORES, SECTION 8, according to the plat thereof
as recorded in Plat Book 43, at Page 67, of the Public Records of Miami -
Dade, Florida.
Certified To:
HUMBERTO J. PEREZ. AND IRIS L. GOMEZ, GREEN, KAHN &
PIOTRKOWSKJ, P.A., ATTORNEYS' TITLE INSURANCE FUND,
LNC., CHASE MANHATTAN MORTGAGE CORP., its successors
and/or assigns.
0
0000
0000
0:0000
SSG
0000
Community -Number: 120652
Panel Number: 0093
Suffix: J
Data of Firm Index: 3/2/94
Flood Lone: AE
Base Flood Elevation: 8.0
Date of Completion: 10/01!2001
Property Address:
1199 N.E. 102 STREET
MIAMI SHORES, FL 33
Survev: M5959
GENERA/. NOTES:
:SGA? D£.SCR:PTiONPRO✓'DED dY ("r"L S
2J rHE.'.i.tiDS Si/OLYN HER"ON W3r5 Np: A'S7F.fC1<r FOR ES5L ENT OF VMZR
RECORDED ET'CUMB.2ANCESNOT SHUt W Oq THE PLAT
LSVDER.',RO::7.^cr'ORTIG^SOF FOOSi)+GS FOu?' ,!T'O,b'S C.R O; Nrrc'
IAffPCYEl.Cc %'rS WE.RE NOT i'Y:Ai ED.
0N'LYtiSTL4 FU
WAL',,-,FS ARE TOTHE FACE OF 7., PA:r..
b,' REAP.LOGE RSFERE.i'CED TC LINE N7T ED AS 0..4
,NO!D3N7- CArXNFOUND ON PROPER;YCORRNEM UNLESSNG:ED
8J NGT YAitD JKLESS SEALED?t1Tti L!ES1G7.7NG SL'X ✓EY1:.45 FNBOcSF.D iEi!_
9j DiNEn3fONSSHOwT+AP.6'PLfT,sND."A..-'.ASUkED U,v;S9-EW-E 07'R PI. SN,
i;J ELeYAr:O.aSiFSYO;%a`APSEAS:,i'CN:. G. L:E±;9?9 LR':.ESSCSi:ERty �-r.
NQ?EC
li) TIiISI .;BO[j',a'DARYSlIR4'F.Y:.°n_v«
EBT'CERTifT'T.+:fTTr.':.=GUNDARYSURi'EY:SA
K_. .SSENTS?.ink'JFA SfIF ..Y: PSPARI7 ?,.:_
_C,^,ON.
h eGU._..L ESPTa SA
.FOR i?it F1RFd
NO. rj.'
STATE OF FLOLDA
-7elssL'P - 1 chD - ..iJP?Y'A - R RLF NA,a F PG... C'� .XC.us'
i105UZE S_I'll w :M .TI Er' i1SS •.. YISNOTMBE USEDFOP
CCFS: k✓' - O`, PaC7j.,4 . �c>..+,a Q A .. J: nE.R �,,:. A,7XOUi Wx'- ..a :,c%!• , . Cl:
Y MIGL/EL E5PIN05A
b LAND SURVEYING, INC.
6494 5• w. 24 5TREET
MIAMI, FLCRIDA 33155
PHONE: (305) 740-3319
i LS # 6463
I
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COUNTY
MIAMI-DADE COUNTY
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.mismidade.gov/economv
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 9'-0" Wide (DP +51.1, -60.3 PSF)
APPROVAL DOCUMENT: Drawing No. I RC-9509-180-21, 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 B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed on
06/13/13 by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards, and
the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side
track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
... . . . . ..
INSPECTION: A copy of this entire NOA shall ee. pro.vide to t1ke ttsey bI tke manufacturer or its distributors and
shall be available for inspection at the job site at the -request of t� Hm1dit:g Official.
This NOA revises NOA # 15-0505.11 and coilAstsocf-this page 1 a;J evidence page E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by khaq I. Ghanda, P.E. • • . •
••• ••• •• NOA No 17-1010.03
MIAMI DADE COUII • • • • • • • • • •• • •Ex •
� � piration Date: September 4, 2018
• • • • • • • • • • Approval • Date: December 14, 20] 7
IV Pace I
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS "Submitted under NOA # 13-0503.06"
1. Drawing No. ERC-9509-180-21, 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 B dated 10/13/201.1, prepared by Amarr Garage Doors, signed and
sealed on 06/13/13 by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 13-0503.06"
1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc.,
dated 06/11/2013, signed and sealed by David W. Johnson, P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D 1654 & ASTM B 117, 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.
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
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 0129.01-13R,
dated 04/02/2013, signed and sealed by David W. Johnson, P.E.
4. 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
along with marked -up drawings and installation diagram of 9'x 7' 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.E. "Submitted under NOA # 08-0718.01 "
C. CALCULATIONS "Submitted under NOA # 13-0503.06"
1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and
sealed by Thomas L. SheImerdine, P.E.
2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and
sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
I. None.
F. STATEMENTS .. ... . . . . . ..
1. Statement letter of code conformance to the*-54e;it;Drt(I014) FBC and no financial interest
issued b Structural Solutions • • d� •/ • 2*0.5:si • ed and sealed b Tomas L.
y , P��, ��>� 44 �! i � � y
Shelmerdine, P.E. `. U,,,...
• • • • Is aq I. Chanda, P.E.
• • Product Control .Examiner
. . . . . . . . . .
• NOA No 17-1010.03
. . .. . . . . . . .
• • • • • Expiration Date: September 4, 2018
Approval Date: December 14, 2017
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
, . Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. None.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition) dated 09/11/17, prepared,
signed and sealed by Thomas L. Shelmerdine, P.E.
F. OTHER
1. This NOA revises NOA # 15-0505.11, expiring 09/04/18.
.. ... . . . • • ..
. .. . . . . ... .
• • •. t 9 Ishaq I. Chanda, P.E.
' Product Control Examiner
. . . . . . . • . •
• NOA No 17-1010.03
. . • . . . . . . . .
Expiration Date: September 4, 2018
Approval Date: December 14, 2017
... • E - 2 ... .
• • ...
. . . . . . . . . .
. ...... . ....
... . . . ... . .
ADJUSTABLE ROLLER CARRIER
ATTACKS V/ (2) 14' x 1/2' 14GA DURkS.AFE
RELY L NUT PER BRACKET CENTER HINGE ATTACHED
V/ (G 1/4' x 3/4'
1ER HEAD SCREWS 2, 1
3 5/8' 22GA R-TRUSS ATTACHED
12 GA GALV. COKKERCIAL V/ (8) 1/4' x 3/4'
TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 OA t•1 EXTERIOR
ATTACHED V/COL) 1/4• x - EACH CENTER STYLE
::"•_.:i ' Rnj/J(EO tll POLYESTER
3/4' NEX IGO SCREWS 2. 10 BALL STEEL -_-- -- PER BRACKET • • 3' KW STEM ROLLER
TYPICAL MP X U' 1 -
N.T.S.
SEE (TABLE 2) ON PAGE S FOR
-RECCHENDED SECTION C01ffIWRATION � / � TYPICAL DURASAFE CENTER HINGE
{i I — _--A H.rs
IS In
13.
•
• STILE • •
LOCATION _ — SE� TIAABLE 4 O( PAGES A
• • • • • FORFILE PL! EIIEHI
• • 9'-0' NBC
MSISE ELVATION
•
ADJUSTABLE SLIDE BRACKET
• ATTACH /( E
S/B' TRj%% TfY AN,tAII • • Y
H
• 14 GA DURAFAFE 1TABLL • • •
ROLLER CARRIERS AATTI�TIACHED TD
114' X 3/1�j1EX FEJ10 SWEW
• ••••
•
•ATA•
• •�/R-LTN ar
IlW x 3/4'•IEX •-
READ SCREWS •
• ••••
0090
TYPICAL Dl1RASAFE END HINGE
3 3/4' H1N. N�FLFa7AE =K � GA. G
�I SIDERDON f /(SUPRIED BY RISTAt1FR) ATTACHE
I I , (3) 20 GA CENTER BTHES TOG-L
STILE STWFEHERS CD
LXArED M HR70E {OLEO;)
O.N Top SECT70H ITTLY
HOLES FEE STRUT
ATTAC7NENT OF STRUT
IS REORRM
O
O
(TABLE D ON PAGE 3
STRUT SPACING
"mm ATTACHE D
8) 114' x 3/4'
READ SCREWS oo (( RRppyygg pp THREE 3
;A DURASAFE V94 EfBkLS % S0. INCHES I
LLER CARRIERS ATTACHED
EXO STILE V/ (3) 114' x 3/4'
X HEAD SCREWS PER CARRIER OT
10 BALL STEEL
LONG STEM ROLLER
IDE LOCK ENDADE9 am VERTICAL GPTIGNAL VENT DETALL�
ACT( ON BOTH SIDES 3/0' HIM H.T.S. —1 6
'GAGEIENT (SNAP LATCH. OR LOCK
R OPTIONAL) ATTACH V/(2) 1/4' z
AND
RAIL
9/8'% GA. 2' GALV, E TRACK/
TRACK tl we,, R-TRUSS) TRACK TNCOp(ESS .OB]'
HUT PER C@4E WRUCAL JAMB MW
TRACK MOUNTING DETAIL G'P o' T"F
D(0. 2 aR BETTER)
N.ES
LAD
FLAG BRACXET ATTACHED TO WC®
fA4 014 X 1-3/8- LAG BOLtS AND TO
W/ (4) 1/4-20 x &V TRACK SPLICE
x 1/2' SALT
CIA. x 1-3/87
ATTACHED TO JAMS
3 3/8' 226A
RUSS PER SECTION
EHD HINGE
14 GA
ZTS A Run
DIA. Y 1-5/6•
B
1
SEE
CTABLE 3) ON PAGE 3
FOR JARS RRAL'IET SPACl/T.s
TRACK CONFIGURATION FOR 0.6• LIP TO 14' TALL DOORS
3 5/e'N X 22 GA (3 B B,
R-TRUSS) GALV. STEEL R-TRUSS
ATTACHED V/ (4) 1/4' x 3/4'
PRODUC F REVISED
HEX HEAD SCREWS AT EACH END
As—ply7A> Alk IDt F7m68/
STILE AND Q 1/4, x 3/4' HEX
HEAD SCREWS AT EACH CENTER
bow t CDdt
AX 49—NO 17— O 0r13
470.E
EApbDPLD pelt �FIQI{``• O IPS
I5 2✓
2' MA STRUT AT
BOTTON PANEL
PIOP•ly i.'el�
ONT. STEEL RETAMERPNODUCE RSYM ED
ply 1
BES WDM OF MLW
10AIE
V/ BOTTOM SEAL a DD•Iply3R• mir to amid&
jEY
DaadlRj Code
' A
N}RX101A17DIB0Itla SDkttS Xt�
BB-fi-OB Ai
SECTION A -A (SIDE VIEW) AomgbIDOHD G /
R.T.S. lOi��
RMrm1
B LFW79DR0210 D/L1/11 ORC
IAA 14E+SHED
PTadxt
0+51.1
F�
PSF
-60.3 PSF
°•`°1�P.•�GCNS
is _�ZV .•,� __._ �1"
LARGE MISSLE
IMPACT RESISTANT
PRODU(,T AtSYLiED'
M toapIYI09 �llw llarYtt
QIIjl�Ol Co•e
ADmp(•IDR 140 I
BOTTOM BRACKET.'
13 GA, ATTACHED
^HEX HEAD •SCREWS Mhr P(ub)d COEROT
TYPICM_ BOTTOM DRACKETI � ,
H.T.S.
Zh: ,STATE OF :/V� >
ARGE MISSLE tp••Q�• R
IMPACT 62 , 44 O q 0
RESISTANCE o., '3
FL
.,w
163 CARRIAGE CART V T•-SALFX, H.C. "I VWA•MIBL(Xq
MODEL 960 HSRTTAGS (24 GA) lODG, PD00
YODEL 866 OAIC SUWOT (24 CA) 10(f0, 2000
SHORT. EANG, lLUSH, AND OAS SUHAGT PANELS
Sill MM OY OUl AAIE WA21% SUE076 RAW
8 cimBY w ux *4/DI IRNW9-180-21
9I1T I CF 3
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
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 MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT k -271.4 LBS/FT
3. DOOR AND HARDWARE T14LL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FL41SH
5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SH01YN.
USE (1) 3 5/8" R-TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A RECISTRED PROFIESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAVANG IN ADDITION TO OTHER LOADINGS.
8. THIS APP.ROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE
A MINUUM 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 MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTEE) FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE SWILL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
f •
AVAILABLE TRACK CONFIGURATIONS
N.T.S.
INTERIOR OF GARAGE
IMAX. WIDTH 9'0' 1 -
DESIGN LOAOSI I I I I I ®
+230.0 LEIS/FT SEE NOTE 2
-271.4 LEIS/FT
WOOD JAMB ATTACHMENT TO STRUCTURE
5/16' X 3' LAG SCREVS STARTING 6' FROM ENDS THEN 20' D.C. (1 1/2' EMBEDMENT)
T X 6 V R7i AMR ATTACHN NT TD �D.D PSi [GN[RETE
HILT[ KVIK BGLT 9 X 4' S7AQTIMG 6' FROM ENDS THEN 24' U.C. (2 V2' EMBEDMENT)
HILT! SLEEVE ANCHOR 3/8' X 2-3/4' STARTING IN FROM ENDS THEN 10' O.C. Q 1/4' EKBEDHEND
ITV/MET REDHEAD (TRU-BULT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 I/2' EMBEDMENT)
A X 6 VERTTV .inH9 AT
TU HULLV [-90 BL(1[X
SIMPSON 1/4' X 3' TITER
SCREVS SrgRTRlG 6' FROF! ENDS, USE PAIRS OF FASTENERS
(3- APART) AT 8' 0.C. O 1/2, EMBEBMEND
HILTI 1/4' X 2-3/4' KVIK-CON 11. SCREVS STARTING 6- FROM ENDS, USE PAIRS OF
FASTENERS (3, APART) AT 8' C.C. (1 1/4' EMBEDMENT)
P Y 6 .....
RTI A IAMB ATTACHNFNT 70 raTNrt 0 -90 K LOBO PSI GROUT)
HILT, SLEEVE ANCHOR 3/8' X 2-3/4' STATING 6' FROM ENDS THEN 22' D.C. (1 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 SLUCK)
.LAGS AND BGL TS CAN BE COUNTERSUNK TO PROVIDE A FLUSH HIRINTING SURFACE.
.PREPARATION OF WOOD JAM BY OTHERS
MOOD CONCRETE IMXLUV BL ED
= STRUCTURE STRUCTURE STRUCTURE STRt1CTL'RE
b 1/A. 22-3/4' HIM )-1/2' MIN 4--4'
TXG YP. JAMB 3' MIN
I'BFOBUC F REVFSLI
w �M9gwiIb 4lF ♦ .6b
ABxthue No I-i-IO(0-03
btlneif Bl(e
EamY
F'RODUCTREVLS®
m 41m•iJh wilt Ne fbrMe
wenaii f Cbd.
Ao..V-m W
EXpvmiea �j8
Pitwv(T RCVTSED
mcom lyiy wt6(84 FforMB
P�gi7.4loe ae ($
RomA C.oiM1M
AU i4oducl
TABLE 1 TABLE 2 TABLE 4
•
TABLE 3 • '.'
•• BRMiR�C�d• rJorkk ICY Or50tPIYNQA1I40N5 0.lR Y
cq�A17��� A AFHevtNDXVliPttiFL8�ef0YA7IDIsnmsOl
• N ' 9 IFO(IDAF{z27N IO/IS,At 49C
• tl16 IF9 )z�41 O,\'\\\\II►111 /fit,, sn
• L . L. SHE . z
PxODtJCf xl:VivEO DESICI PLO ,��''.'•�CEIYS F9p°°s Q
By LAK-E MISSILE
WPACI
RESISTANCE
3 ��
1'AAAWL7W:VISED J,� v
n m,rplykB wln ule FT01teR
I I4" J D .v�'
165 CARRIAGE COURT VINSTON-S&EN, ILA VIAS W A4NR=
MODEL 950 RERITAQE (24 CA) I000, 2000
odwlCa•W MODEL Obb OAX SUHxn' (24 GA) 1000, E000
SHORT, LONG, FLUSH, AHD OAK SUMMIT PANELS
sa 9xlx! n a! to E mr [AAAY6 Enrera
B 0Ea K a GATE w/INOI IK-9509-180-21
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED VATH SYP OR SPF NO. 2 OR BETTER ONLY SIM 3 Q 3
DOOR STRUT SPACING (BASED ON RECOMMENDED
so o a
so
..-_
on lu Z
HEIGHT
SECTION CONFIGURATION)
TOP
A
B
C
D
E
F
G
H
T
7'
541 ?:
S 1/2"
fA1.�¢
16"
„�;;�5�^`"'��.,:.:
37"
58"
�I;4,:`�!2'.
76 1/2"
8'
S 1/2"
16"
34"
52."
70"
'
881/2"
9'
S 1/2"
13"
31
49'
67"
85"
100 1/2"
1tY
51/2"
16"
37"
58"
76"
94"
1121/2"
;�(0 ��`
5�-'1,(.^i,?'
�'I6""
^,'`-�'.'/n�,'
x.�8e%
e? i�.t
� _?'
�•
..��� n
��.�*1:.`Z"'
11'.
5 1/2"
16"
34"
52"
70°
88"
106"
124 1/2"
���-��lx.�r.,�rh�'i,•
»1 ,'t'�-�.
"r
P$B�;
57•F2"ar
z94'w
�'I;: 2x`:'
�1'{�a
12'
S1/2"
16"
37"
58"
79"
100"
118"
1361/2"
4�`_6��
13'
S i/2"
16
37
58
76
112"
130
148 1/2"
�� ,
�194"
DOOR
HEIGHT
SECTION HEIGHTS
Btrn
#2
#3
#4
#5
#6
#7
#8
13'6"
21°
21"
21"
21"
21"
18"
18"
21"
°
12' 8"-
21"
18"
1811
i 8"
18"
18"
18"
21"
I<21,r
11' 6"
21"
21"
21"
18"
1811
18"
21"
21" 21"
18,. 21n
�4V8c, �F8_�;
21"
18"
10` 6"
21"
21"
21"
21"
91C1,
VVO=s��
21„
18„
181,
1811
�1.8�
8' 8"
21"
21"
21--1"
�18"
7' 8"
18"
18"
18"
18"
2:1�
=ti1T�<
�211'�«
� �ili
6' 6"
21"
.18"
18"
21"
D
• TRACK ATTACHMENT
SPLICE
HEIGHT
A
•O
D
E
F
G
H
I
J
K
L
M
N
S
Section
-
widen
(ft)
Panel Type
Center Stile Location
(Measured from Left Edge)
1st
CN
z5e
(in)
3rd
!�)
;
_=72.000
8�0
Long
24.000
48.000
8';0
Bead
24,825
48 000
71.375
�Lcng
�49
8'2
24.500
49.000
73.500
e 2
Bead
25.12b
49 000
72 87b
8' 4
long
25.000
50.000
75.000
8';4
Bead
25.625
60.000
74.375
'^
.
+
B'�6
Long
25.500
51.000�
78.500
8'!6
Bead
26.125
51.000
75.875
8';8
Lang
26.000
52,000
78.000
8'18
Bead
26 625
52 000
77 375
8'j10
Lrntg
26,500
53.000
79.500
8'110
Bead
27.125
53.000
78.875
g 0
Long
27.OD0
64.000
81.000
9'10
Bead
27.625
54.000
80.375