WS-19-1362Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS-06-19-1362
0 j--L Permit Type: Windows/Shutters
assification: Window/Door Replacement
Permit Status: Approved
Issue Date:06/20/2019 I Expiration: 12/17/2019
Location Address Parcel Number
1546 NE 105TH ST B9, Miami Shores, FL 33138 1122300530210
Contacts
STEPHEN MENDELL Owner
1546 NE 105 B-9, Miami Shores, FL 331382114
URBE BUILDERS CORP Contractor
ORLANDO CUELLO
3750 W 16 AVE 104, HIALEAH, FL 33012
Business: 7862232951 URBEBUILDERS@GMAIL.COM
Inspection Description: 2 WINDOWS REPLACEMENT FOR SAME SIZE Valuation: $ 1,500.00 Inspection Requests: 4949
IMPACT WINDOWS .
TotalSq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$3.00
Windows/Shutters Fee
$70.00
Total:
$137.60
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$137.60
Credit Card
06/20/2019 $137.60
Amount Due:
$0.00
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
regv*iQg construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Vp
June 20, 2019
Owner / Applicant / Contractor / Agent
Date
Page 2 of 2
tZE C I E
Miami Shores Village JUN 3 019
Building Department
g
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY.
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
'' AA
F11BC 200
BUILDING Master Permit No.w,S-06-11— 1JO
2 r
Z
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP
�/�
CONTRACTOR DRAWINGS
JOB ADDRESS: - I S 4(o 1J� I D� � PA
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: �Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ,�cr0_Dk 0_In Fee_"_ [\ Phone#: --kb 0TT 9
Address:_ tt) `i �q 1Ji-_ I^^U__5 .5= L)
City: .� �U.G1`� State:- Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: LMSE 13tJIL VER S C-MV. Phone#: 7 $ �' �� 3 - 29 S 1
Address: ';-Ts0 NN I G AX6 • SrU I•[E 104
City: 4i WL" ill State: TIL»• Zip: S 30 t2
Qualifier Name: ORLILuDO CUELLO Phone#:yj %.. 2 �3. 2Q & I
State Certification or Registration #: CGG • I S I I d (64 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
00
Value of Work for this Permit: $ / � DO. ` Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description o''fWork: /�. r �} l
i.t 1 i v�1C.lJ ; PA-0 0(2 \ _,A W Y Sit ln.� 4r`-�fZ L�.c.� (,US .
Specify color o color thru tile: , \
Submittal Fee $ Permit Fee $ CCF $_
Scanning Fee $ Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
(Revised02/24/2014)
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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
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 a d a reinspection fee will be charged.
Signature Signatu
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of :!Sy— L 20 �� by
skwa"-. t4a,.LeIf , who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Seal: MY COMMISSION # GGp09151
_ EXPIRES July 06, 2020
APPROVED BY
The foregoing instrument was acknowledged before me this
t� day of 20� by
who is personally known to
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal: MY COMMISSION # GG909167
?wna EXPIRES July 06, 2020
***********************************************************
Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
Notice to Owner - Workers' Com
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
nsation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: JIA A
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this It - day of , 20_Q_
By G 0 I Jd who is personally known to me or has produced
as identification.
IA FEBLES
Notary: -I = IVI T GP09157
SEAL:
'".?c.M1,,•� EXPfRES July 06, 2020
e
mmill'_
DEID
® 000
MEN
URB E
June 3, 2019
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
10050 ne 2"dAvenue
Miami Shores, FL 33138
Ref:
Project: Impact Windows Replacement
Mr. STEPHEN MENDELL
1546 NE 105 Street
Miami Shores, FL 33138
URBE BUILDERS CORP
Orlando Cuello
Certified General Contractor
License No CGC1511064
Tel: 786-223-2951
E-mail: UrbeBuilders@gmail.com
3750 W 16 Ave. Suite 104
Hialeah, FL 33012
I, ORLANDO J. CUELLO, I will be the only person working in the above project described.
rft-vimi
-7 -
LANDO J. CUELLO
CGC-1511064
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
' LX .4,��JLt�A - 611vo
Qualifier/'Owner Signature Date
Print Name
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LAUNDRY
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EXISTING FIRST FLOOR PLAN
e'r ti'iC1 3 Vi'"-)e
n� �D BY DATE }r;
STEPHEN MENDELL
1546 NE 10S ST
�a �F�� MIAMISHORES,FL33138
4 1 DEPT 2 WINDOWS REPLACEMENT FOR
SAME SIZE IMPACT WINDOWS
Ez,.'JL3T (O CGhIPtJA.NCE WI FH ALL FEDERAL
" ATE ANv C UN IY aUL>=S AND REGULATIC';S
J�6066o
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CLOSET rCLOSET •••••• •• • ••••••
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- __ _ _. _I-._. 1__. 1 I._ . �___- - �_. _..._-_
-3-
Fix Arc -2-
34" x 18" Mullion
NOA 18-0205.02 1" x 3" x 18"
-+71.00 PSF iNOA. 18-0529.01
.+125.00 PSF
I
I
I _1_
SH
34" x 38"
NOA 17-1018.02
I-+60.00 PSF
-6-
Fix Arc
34" x 18"
NOA 18-0205.
-+71.00 PSF
EXISTING SECOND FLOOR PLAN
-5-
/ Mullion
1" x 3" x 38"
CA 18-0529.03
-1125.00 PSF •.1 1
LUN 13 20 9
-4-
SH (IlA •
34" x 38" B L .
NOA 17-1018.02
-+60.00 PSF
STEPHFN MENDELL
1546 NE 105 ST
MIAMI SHORES, FL 33138
2. WINDOWS REPLACEMENT FOR
SAME SIZE IMPACT WINDOWS
RAMMS ENGINEERING, INC.
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. Kd = .85
FOR 175 MPH WIND ZONE
Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG
Height
(Maximum)
Effective
Wind Area (or, Tributary
Area) in Square Feet
10
20
30
40
50
60
1.00
0.95
0.92
0.89
, -0.88 . `
0.86
15
40.4
38.5
37.5
36.7
36.1
35.7
20
2.7
40.8
39.7
38.9
.38 ,3 `
37.8
25
42.6
41.5
40.6 '
40.0; '
39.4
30
46.5
44.4
43.2
42.3
41.7
41.1
40
49.4
47.2
45.9
44.9.
44.2
43.6
50
51.8
49.4
48.1
47.1
46.4
45.7
60
53.7
51.2
49.8
48.8
48.1
47.4
Interior Zone (4 - Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG
Height
(Maximum)
Effective
Wind Area (or, Tributary
Area) in Square Feet
10
20
30
40
50
60
-1.10
-1.05 ,-
-1.02,
-0.99
-0.98
-0.96
15
-43
-42.0
-40:9 ,
-40.2
-39.6
-39.1
20
-46.4
-4414 -
-43.3
-42.5
-41.9
-41.4
- 4
-46.4
-45.2
-44.4
-43.8
-43.2
30
-50.5
48.4
-47.2
-46.3
-45.6.
-45.?...
40
-53.6
-511.4 ,,
-50.1
-49.1
-48.4
• -47. $ • • :
50
-56.2
-53.8
-52.5
-51.5
-50.7
: -50.1
60
-58.2.
"-55.8
-54.4
-53.4
-52.6 • •
• . -52.0
Exterior Zones (5 - Walls) Negative Pressures ..'..• •..•
Exposure C For the 175 mph Wind Zone CATEG RA BLDG •
Height
Maximum
Effective Wind Area (or, Tributary
Area) in Square Fdet :...
10
20
30
40
50 '..
: 60. •
- -1.40
-1.29
-1.23
-1.19
-1.15
-1.13• • •
15
-54.1
-50.4
-48.3
-46.8
-45.6
-44.7
20
-57.2
-53.4
-51.1
-49.5
-48.3
-47.3
25
-59.8
-55.8
-53.4
-51.7
-50.4
-49.4
30
-62.3
-58.1
-55.7
-53.9
-52.6
-51.5
40
-66.1
-61.7
-59.1
-57.2
-55.8
-54.6
50
-69.3
-64.7
-61.9
-60.0
-58.5
-57.3
60
-71.9
-67.0
-64.2
-62.2
-60.6
-59.4
NOTE: AN 8% REDUCTION OF THE LOAU5 SHUWN AbUvt MAY bt i AKtN r-Urt I -LA i rcUUra.
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE
TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY (n ,
ROBERT MONSOUR. I'
MIAMI- E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINiSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
Gopi Glass�aii-, - Services Corp.
7450 NW 41" St! % L t
Miami, FI_ Cltw
SCOPE:
This NOA is heini- issued under the applicable rules and regulations governing the use of construction
materials. Vie documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product C c • li-c � ;.tion to be used in Miami Dade County and other areas where allowed by the Authority
Having Jur Ji ,. i -i: (AHJ).
This NOA shall net be valid after tht expiration dab: state,, below The Miami -Dade County Product Control
Section (In 'vllanii Dade County) and/or the; AM (in areas other than Miami Dade County) reserve the right
to have this prr2duct or material tested for quality assurance purposes. If this product or material fails to
perform in tL< :_cpieo manner, the manufacturer will incur the expense of such testing and the AHJ may
immediatel v modify, or suspend the use of such product oi material within their jurisdiction. RER
reserves th-, r to revoke this acceptance, if it is detennined by Miami -Dade County Product Control
Section that this product or material /ails 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, inch.ding *.tie High Velocity llur,icaue Zone.
DESCRIPTION: Series "510" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W02-50, titled "Series-510 Aluminiim Fixed Whidow
(L.M.L)", sh_,ts ' ihrough 4 of 4, dated 05 "0.'02. ,vith Y;;vision F dated 01 /22/13, prepared by AI-Farooq
Corporation. si r._ 1 <, id Jw id /%firnad, P.L . bearing the N.Tiarni-Dade County Product Control
Revision sta—no v� 'th t:-IL Notic:, .if Y1,%-_pt,,nce number and expiration date by the Miami -Dade Coixf.lt•
Product Corilrot ',e,: tlon. . • • 00000
• • • •
1VIISSILF INIPAC r R?kTING: Large and Small Missile Impact Resistant •• ••••
. .
LABELING: 1_, ch unit shall bear a permanent label with the manufacturer's nark nr logo, city, •state, • • • •
. •••• •
model/series, and f illowmg statement- "1�tiani:-Dade County Product Control ApprQ,P. •.. unle,s otherwise; • • • •
noted herein. :""' •.•.•
RENEWAL Y di,, NOA shall be considerel after a renewal application has been'11;i•c?:nd thik balbeen••�
no change n .I.� - pilliciole building ce5e nevaiwely offectin€ the tier :rmance of this product. •
TERMI7\ "TIONi of+his NOA Nvill occur after the expiration date or +fthere has heen'a:evis1w orphange••••,•
I. / t i t � ,- s T c • �• r •• •••
in the mat,:ria -. is :, and or m�erifac.ure c� t,ic prodacr at- ,roc, s, ,Tisu.�e of this � 1O� _ � s a, �ne�orsement.
of any product, for sales. advertising or any other purposes shall automatically terrritisate•this %<)O R ailure:•••.:
to comply with ar.y section of this NOA shall be cause for termination and removal of NOA. 0000
ADVERTiS-MUN+T: Th-, NO"N number preceded by the worsts Miami -Dade County, Florida, and
followed by the xim-ation date may be displayed in advertising literature. If any portion of the NOA is
displayed. Ci,,n it .,h,,11 be done in its L iaircty
INSPECTU N: A, copy of this crt,, e 'BOA shad be provided to the user bl/ the manufacturer or its
distributors and ship II he available for inspection at the job site at the request of the Building Official.
This NOA rpN ities and renews NOA4 14-O728.07 and consists of this page 1 and evidence pages ) -1, E-2
and E-3, as we'll <_• ,irp oval document nientic ned above
The subirii — o:rire•itation vvas rcview_d `,y Manael I'crcz, P.E.
-�----�� NOA No. 18-0205.02
MIAMI•DAM 1 CWW,ratt t
.� r Expiration Date: February 20, 2023
Approval Date: March 29, 2018
Page 1
Gopi Glass Sales R Services Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. ManuEtAlrei's die 0ra,viqg,, a-td sections.
(Submitted under NOA No. 02-0826.03)
2. Drawing No. W02-50, titled "Series-510 Aluminum Fixed Window (L.M.L)", sheets 1
tliro-0 4 o.` I, d'ited C5'?010'). wit'i revision F, dated 06/24/14, prepared by Al-Farooq
('mT,oration, signed and sealed by Javad Ahmad, P.E.
B.
C.
TESTS
1. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) 1Jriform Static Air Pressure Test, Loading; per TAS 202-94
') `� atcr R.csista c, Test, per TAS 202-94
along with marked -up drawings and installation diagram of a series 510 aluminum
fixed window, prepared b) Hurricane I ngineering and Testing, Inc., Test Report No.
IIETI-02.-1211, dat; d 03,04i02 signed and sealed by Hector M. Medina, P.E.
(Submitted under NOA No. 02-0826.03)
2. Test reports on: 1) I arge Missile Impact hest, SI:RC PA 201-94
2) Cxclic Loading Test, per SFBC PA 203-94
along, with marked-ttp drawings and installatior diagram of a series 510 aluminum
fused window, prepared b,/ Hurricane Engineering and Testing, Inc., Test Report No.
MET 1-0?-1145A dated 03/05/02 sismcj and sealed by Hector M. Medina, P.E.
(Submitted under N'OA Ao. 02-0826.03) •.•.
3. l'es'_ reports on: 1) Larg;e'Missile ImpactTest, SFBC' PA 201-94C ••...•
2) (',,clic Loacliug,'I'e;:t, per SFB(' PA 203-94
al ant, with markcd-up draw ngs and installation, diagram of a serif;; ;0 al tmr ,um
is e,{ N,i-d,)w, prepay�•d by Hurricane Engineering and Testing, Ioieo,•'l est Report No.
IIETI-02-114513 d-i+od 01 10/02 signed and sealed by Hector M.•',�IIt;ina, App- •••
(.Submitted under NO.4 n c. 02-0826.03)
•• •• •• ••
4. Test reports on: i) Larg e \ issile Impact Test, SI� BC PA 201-91.....
2) Cyclic 1 oading, Test, pvr SFB(' PA 203-94 .
along witl, markcd-u,, draw;ng; and installation diagram of a se;-ie %510 altAmmum
ii�ed tNn d)", 1_•cr-wj Inv Hurricane Fmn itreerh,(,and Testing, Ilt.,'Pestf�erjCtjlo.
iw'r -to2-?)45( d.u, d 0; k)5'02 signed and sealed by Hector M. Medina, PA!."
(Submitted under A40A, N«. 02-(1826.03)
CALCULATIONS
1. AT'X-,or 1 erif-icatio,i calcu ati vis acid strurttiral analysis, complying with FBC .5t''
Athimi (2014', dat.,J Jtci(. 1.. 2014 prepared bN, Al-Farooq Corporation, signed and
gal -d h• Javad Ahrr. J. P F-.
2. Glazing complies with ASTM > 1300-09.
I Manuel Per z, P.E.
Product Coetrol(F,iaminer
NOA No. 18-0205.02
Expiration Date: February 20, 2023
Approval Date: March 29, 2018
E - I
Gopi Glass Sales & Services Corp.
NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. 'Notice. of Acceptance No. 1.2-1231.10 issued to Eastman Chemical Company (MA)
for th.- 1- "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on
0:i,21/1j.
2. Notice of Acceptanc,, No. 13-1126. 20 issued to Allnex USA, Inc. for their "Uvekol S
Laminated Gtvs Interl fiver dated 02,'20/14, expiring on 02/08/19.
F. STATEMEN,rs
1. ' *tatement letter of conformance, complying with FBC 5` Edition (2014), and of no
financial interest. dated Jun,, 12. 2014.. issued by Al-Faroo.1 Corporation. signed and
sealed b: j:i-a:l Armin. P.E.
2. Laboratory compliance letters for "Pest Reports No. HETI-02-1211,
IIFTI-W-1145A, HETI-02-1145B and HETI-024145C, issued by Hurricane
�nc�ineerinT ai,d Tc,t'-:r, Inc., dated 03/05/02 and 04/30/02, al' sinned anrt sealed by
Hector ? 4. Medina, P.E.
(.Strhrtzitted under NOA Ao. 02-0826.03)
G. OTHERS
1. ',Noli c oi'Accentarc,� No. 12-1203.01, issued to Gopi Glass Sales & Sen,iceN-C##T.
"ort'.icir Series "510" Aluminum Fixed Window-L.M.I., appr(:ved%n 02/74f"and •+••;•
cxnirira� or, 02/20/18. • • • +• • • •
• • • •
•
•
1 Manuel PereX,-P
yv—
1 f Product Control Edam' er
NOA No. 18-b 05.02
Expiration Date: February 20, 2023
Approval Date: March 29, 2018
E - 2
Gopi Glass Sales & Services Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW FVIDENCF SUBMITTED
A. DRAWINGS
1. Drawing 1` o `V02-50, sheets 1 through 4 of 4, titled "Series--510 Aluminum Fixed
Window", dated 05/20/02, with revision F dated 01/22/18, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports cr;: 1) .N :r lnfiltratir-r Test per FBC, TAS 202-94
2) UiTiform Static Air Pressure Test, Loading per FBC TAS 2.02-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
,-.long with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing? Laboraton•, Inc., Test Report No.
FTL-9930, dated 01/18/18. signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Ern
Edition (2017), dated 01 ' 18/ 1 S. prepared by A.l-Farooq Corporation, signed and
se..iled by Javad Ahmad, P E.
D. QUALITY ASSURANCE; ••••
1. Miami -Dade Department of Regulatory and Economic Resources (Ar )
E. MATERIAL CERTIFICATIONS a
1. None. 0 .
. ......
F. STATEMFNTS
1. Statement letter of conformance, complying with FBC 611' Editiplt."Q17), and pf no
financial inter: ;t, J a, u J 3nuary 12, 201 S, issued by Al-Farooq 4.orpAtionesigrnd
and sealed by Ja,,ad Ahmad, P.E. 00.
.• . . ..
G. O'I'11--I E Rc
.%.
1. Notice of Accept -nu, No. 14-0728.07, issued to Cop; Glass ! -',ales & Services Corp.
for their Series "510" Aluminum Fixed Window -- L.M.I., approved on 10/16/14 and
expiring on 02,'20/1 S.
f�.
/ Manuel Pere , P.E.
Product Control' miner
NOA No. 1-0205.02
Expiration Date: February 20, 2023
Approval Date: March 29, 2018
E - 3
2.438
GDP-lo
3 1/6" MAX. ` 15" MAX. � '++OO Si -•t 1.003
11 i �V
FALSE MUNTINS << i N
GOP-7
FROM ENDS I (A I I HEAD/SILL -SURFACE APPLIED /-- /, ��
/ OPIIDNAL 'GO
Z mllL�il
.969
ai
0 W IS 0
N-
-1 3 n dZiw�
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e e f I_ ri:> 0m
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0 3 M"NDGN WIDTH -- 2.43E - - N 40 IN ��, a :amz I
+ OP- y LL Z ON E
500 Z M Q Y
E V
3 m
L ✓ •.A 1
4
L 0.1 w T j i �- I - J z rn
w
Gra 7 soo v
IA-
U' DAC' col'NT7 '4� - 750
APPFOVEC I� = N h ;
AL_,..'.Y W .DC.V A C•r. a n n
unc N sEPA^ATE 4 hC TY AL ELEJV ) T tl o
3E2 e Z
�-YkIES-510 AlV\HV Xf i IXED 11'IN N,II' r_
E'- .t• ',A q YATINr FOt THE k ,..t.GGw ; TO BE AS PER C� �� _�_t,: 3 Sl � O , < u
'ART `- A',rrrJ ON SHEET 0 'r c3 r
AP-, -`:q- APPLE. TL `_Jv'--;. UNITS UR SIDE E+ `_
1ICu--
01_111AT N' `, x OR F'XED WITH CTHLj p 045
.DGN 2 iN MGM.. 11 Gr 'NO ON IAU 2F W'%,,m' U'.wl; 1 � T '
• n,• _^A^� rM'NTY AFF ".ED Mt,__.: NS -W BETWEEN E56 75C '
l .'f PL I PRE 'GrE FRIQ W°'<.JW_ ^_R MLLL.,N ArP+J.',L r
t•. _L Ar LY TO ENTI 'L SYS'EM. -
sas a G
Tr <OGl ? HA, BEE;. Jr_ :NEC PND TLn10 TO _UMP,Y WITH THE
F' F'JL N' -F I i (oT;, E.^+TI' :) fLOF 7A BL LD'NG lC?E C , R CHANP—LL '
�. ., H:T'H VE,C,r.:'+ . J^P'CANF ZONE ;HVHZ)
BY uL 29r .JL'1 UUG.h, S FLCr. FASTENFRS BY OTHFR° !`NST BE
C GW u„ N. -.C7 ADE OI,,' •Y T( TRA,. '"FP AF°, .IROLU'T LOADf
Li I THE ,.-r-NG S CTURE • • • • • • • • • • • • y e
At.. OF " — BL C trR('-:hl RE: >T.N- SPsCED .5 emu 'N ).. -ElAILo • • • • • • • • • y , "
ANO „ ED PER !JAW,,; -, NS'FLCT.G.'s SPE-F, FMF'�Mr'.� T( 3A�E •• FEB 1 5� OIR
MAC, A_ SHA CE CEYOND WALL D?ESS-C; OR ST(.--0 • • • • • • • • • • • `T(, t" ,A
• • • • • • • • • -Yr �- J�
A )Au I,I ':,• , VCREA''E ' � ' T � R. ; E: .W OF ANCHORS `.-C ROC I JNLY • • • • • • • • • • • • � �.�y
A.- <H,M`_ TO HIGH 'MPAr', N ,'1ET3.-I( AND NJN GC ,.'PGSC'CLE `�, 4}GSh4F'.!l. T
B_T P ,k ILA. TC > TEL/ML'AL ;C-W'S THAT o
Ib v�L ", 1.._. `A'ITH U IL OI;,. V'LAR MA'LF A_' $nAL- MLLT THE !'tLDUr'; TiFVSSSD
4
1 THE 'J 7 rLUI` -A 9LDS COOL & AD'JF ED STANOARDo • • • •: • • • • • • •"+' "t`(Im Florida .- `7 - o o
• • s • •-•tr. t o ,;
w F�• U t.� :A, I. GENE .0 AND LC - NOT ;, DE N- - :MA' JN • • • i • • • • �nc.'To
r t A ; YI _rb -, .._EC' ' ,'FE SAFETY OF THu PRODUCT ADEQUACY • • • • • • • • • t• .•cm f`:a.- ''.% , Q V STATG Or [V�: T drawing -0. I
OF STWJCT 'RE RECEN'NG THIS hRODUJT AND SEALING AROUND OPENING FOR • • • • • • • • •�"'y ^i F '�� '
WA'ER INFILTRATION RES::TANCE ETC. • • • • • • • • :.r •f'1/ (� �ORIOP,.•' \
, S% i W02 - 50 I
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ,_�.: n,c Pts,ARct ['odtulr �rq /®���(y
AND TO BE REVIEWED BY BUILDING OFFICIAL. \\IrIII1 t11L1 `sheep t j of 4U
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
3< 6
DESIGN LOAD
CAPACITY - PSF
W
WW
W. WIDTH
r-�////I1
/ u
4-.
WINDOW DIMS.
GLASS TYPES 'A' & 'C'
W'OTH LENGTH
T1NT (-)
71.0
71.0
3710
al
Z2a I
;�JmNry
30' (})I
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I
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71.0 71D Y
710
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42"'4,
71 0
71
p
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ry
CL
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71 0 0
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71.0
71.0
i 1
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V
4
7' 0
11.0
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3e"
710
71.0
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.
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77
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w
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71 -
7' i
'. 16" ANti FA.ED',LASS
r 3/1E' ANNEALED GLASS
57" 13)
38_370"
71 ,;
71.0
48" (4,
68.9
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53- g' (51
68.9
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r 5L.CONE
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GIN/I,
GLASS CAPACITIts ON THIS SHEET ARE
r1PTU-0 •
• • •
• •
• • • • • ••
• • •
•s. 1/
•°N•'1pLm.+ "�0 i� STATE OF •IA/:%
=fir ��� 'SS.`<oa1DA. /
drawing r.�.-.
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
• • • • •
� gz < ; �C9®`
Nit—PdeP°dt E �r<rF���
W92-50
sheet 2 of 4 '
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
/- SEE ELEV.
FOR SPACING
IBY OR 2BY
WOOD BUCK �,\
/
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i
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y °
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TYPICAL ANCHORS (��Is,
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\ / �
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IMETAL Ff__ _ __ STRUCTURE II MMMI-DADS COUNTY APPROVED II I Z m / 4 0
D!ST MULLION k MULLION ANCHORS m
IZDaSEE SEPARATE NOA 3
i' .A %EDGE nisi II
IL
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FOR SPA"" 3 FOR • "'A' N LL w In LL 0
� ll()k": C. ELEV FOP Go,
4C'VG
Ar - A%r A "R, •CrI C-LA_ 1 DIA. L'_1,tA_JN BY 'LLc0' (Fu: rr, K`. Fy=•s= K;q
F" _ _ "°"• - ,. __EG 6 .,�AZ , SY. rE'" TO ...,,.J ...,wKr7 - 0
o ,
t' " iP.A'J_FEs THEt1 0 'HE BI,.LC hS STPI CT�RE i" M'N. PEKE TKALJN IWO %FOOD (Ht AD/' L ./JAMB`) I U Y
U 1Nll: 1-i/4' MIN iI ^_RETE (,1EA''/S_L, AMB') 0
'-I /4.. V'.N CI _ 0C
1'9T0 E' • S AMBS a`+
:NE SEALA',T C!F• .Tl ,ILC �,ChE C O BL'--v_
2" MIN EMBED I„TC . JNCRETE (HEAD/SILL/_'AAMBS)
'• • f"EEC . __ _LE.' c_... _ '.?•"(. .. ci � "
'_ IA TEKS C.2 SELF JF _LING _CREVS I u.C' s - V) - M N
a
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AI_I^A 461d. 1/°*' THK t.'"; ,r 163-T5 MI,a) a
F I �" 'HK MIN 36 KS M'N.` it .o ;� a
I . IN CONTACT W^'-' AL .w.". TO BE PLA'EO OR PA'.'EC)
#12 5MS QR SELF-DR'L,.""' SCREW'S (GRAOL 2 _
-� TL, V..I'IAUF ,... .Tv A' '
' —LL MULL 4-
- iRE<D, n ,N E TF J BE` JVD 6 E'AL ." NL-
1/8" THv r'4 ,C"63- 5 M ,., (�L ar•M:
;IIEL_. 1 /8" TnK A -N IFy = II, K,J M' . (,3 _,,M.
.-TEEL W CONTACT WITH ALL, UM T_ BE PLATEI, OR PAdNTE✓) If
CRITICAL EDGE C.STANCE
'."u 4P.D rw - 2-1j2 MIN I`
'h'O WC,60 ';TKUCTL = 1 MW 'L�r .• •I
IN'C MLTAL `7_CTUn - 3/4" M'N.
3 v .
- WOOD AT HFAC, SILL OR JAMBS SG = 0.55 MIN c
��'l _ I • • • • • • • • • • • " CRETE AT HEAD SILL OR JAMBS rc = 3000 P'_ MIN
'Fc c Tu 1 • : • • • • • • • C-9C IOI_LOl^/I.LED F-LOC, AT JAMB--, 1, = ;301 IS, MW
. so* • . • . . . . . 'J _..A
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ITEM PART A QUANTITY
I DESCRIPTION
j MATERIAL MANF./SUPPLIER/REMARKS
1 I GOP-10
j 2
I FRAME HEAD/SILL
6063-T5 I-
IN
2� GOP-7
2
(FRAME JAMB
606-T 3-T5
%
N
3 GOP-9
4
GIAZWG BEAD
6063-T5
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r
;
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4 GOP-8
AS REDD.
COVER CHANNEL
16063-TS
OPTIONAL
Q 1"`„�,
Zip
t /<" MAX.
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5 L jB X 7/4-
2/ CORNER
ASSEMBLY SCREWS _
t - 1
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11�i02—rj�
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WINDOW WIDTH
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A/11111111 )�
�heet ¢ ofD
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
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) res mt-tke right
to have this product or material tested for quality assurance purposes. If this prdduct•Qr matet&l •fails to• • • • • -
perform in the accepted manner, the manufacturer will incur the expense of such tes'Eing and th>s'1,It-,*I may •�
immediately revoke, modify, or suspend the use of such product or material within Nc;r jurisdiction.' RER!
reserves the right to revoke this acceptance, if it is determined by Miami-Dade*�p;t ty Product Control:.•..
Section that this product or material fails to meet the requirements of the applicable'ly� "Ag cocr'. •. •
This product is approved as described herein, and has been designed to comply wi4i't4e Florida Building;.;-.•
Code, including the High Velocity Hurricane Zone.- •• •• .. .. ......
DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Stee>jiti nforcemene— L.M.I. •,
. . . ......
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube N/Lullions:,%ttit 1
through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, sigfied.and
sealed by Thomas J. Sotos, P.E.. bearing the Miami -Dade County Product Control Revision starnp;mA 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, 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 it 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 and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1,
E-2, E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0529.03
Expiration Date: May 30, 2023
L' Approval Date: June 14, 2018
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-1212.09)
2. Drawing No. LAW-ML-1001, titled '`Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared byJjugicane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, flat 609/16r43,•te'sted ......
per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. ' • • •; • •;
.. . ......
(Submitted under N......
NOA No. 02-0501.05) •
2. Test report on: 1) Uniform Static Air Pressure Test, Loading per.FW, TA* 202�-94 • • • •
along with marked -up drawings and installation diagram of 12T;6pRA alurVirdivtube •
mullions with C4 x 4.5 steel channel reinforcement, prepared bS';ltgicane. • • •: • •
Engineering & Testing, Inc., Test Report No. HETI-02-1714, ditecr08/27/07, signed • • • •; •
and sealed by Rafael E. Droz-Seda, P.E.
. . .
(Submitted under NOA No. 02-0501.05) . ..... • ......
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2J44.: 0 �.. • : • •":
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •. • •
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering
&: Testing_. Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
4. Test reports on: 1) barge Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
IIET1-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA .No. 02-0501.05)
5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HET1-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(.Submitted under NOA No. 02-0501.05)
Manuel Perez,
Product Control Exa ine
NOA No. 18-0
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 95-1212.09)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90" span mullion and a 45" high fixed window
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ET1r1383,
dated 02 / 1 3/96, signed and sealed by Gilbert Diamond, P.E. ; .-
(Submitted under NOA No. 95-1212. 09) "' V.
••••••
C. CALCULATIONS *Soo
1. Anchor verification calculations and structural analysis, complyiqi-, with FlAr-W10,
prepared by manufacturer, dated 0.5/17/10 and updated on 01/25fj2'prepargu, Biped
and sealed by Thomas J. Sotos, P.E. 00000
(Submitted under NOA No. 12-0127.07) ; •
D. QUALITY .ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC 6" Edition (2017), and of
no financial interest. dated November 17, 2017, issued, signed and sealed by Thomas
J. Sotos, P.E.
2. Laboratory compliance letter for Test Reports No. HETI-02-171.4, HETI-02-1716,
HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02,
all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.
Droz-Soda, P.E.
(Submitted under NOA No. 02-0501.05)
3. Laboratory compliance letter for "Test Reports No. FTL-1376. dated. 01/31/96, and
FTL:-1383. dated 021/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 02-0501.05)
7&
C
Manuel P , P.E.
Product Control xa
v iner
NOA No. l 29.03
Expiration Date: May 30, 2023
Approval Date: .tune 14, 2018
E - 2
. .
••.•.•
.0000
.0000
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTWUED)
4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621,
FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated
11/27/02. issued by Fenestration Testing Laboratory, Inc., and signed and sealed by
Joseph C. Chan, P.R.
(Submitted under NOA No. 03-0128.06)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS ....
1. Notice of Acceptance No 17-0222.13 issued to Lawson Industtes,lnc. for theif'
Clipped Fxtruded Aluminum Tube Mullion w/ and w/o Steel Retrlfortemela?—%G�
L.M.U', approved on 04/13/17 and expiring on 05/30/18.
2. One year approval, subjected to successful verification test. ...,
2.
A.
LI
NEW EVIDENCE SUBMITTED
.DRAWINGS .
1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullioni'l streets l; thpe-ugh 10:
of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufactiafer,
signed and sealed by Thomas J. Sotos, P.E.
TESTS
1. Test report on: 1) Uniforni Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
2. Test reports on: 1) Large Missile I.mpact Test per FBC, TAS 201-94.
2) Cvclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
E - 3
Manuel Pere
-� Product Control E mine
NOA No. 18- 9.
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along vith marked -up drawings and installation diagram of 12.0" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel..
reinforcement, prepared by Hurricane Engineering & Testing, Ipc.,Jgst Repo"40.
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Vroz'Seda, P'1 '.
so 0
C. CALCULATIONS •••��• •
1. Anchor verification calculations and structural analysis, complyio@,ivlth F12MVIP
Edition (2017), prepared by manufacturer, dated 05/24/18, sigrle4tLTV sealptl by:
.. ..
Thomas 1. Sotos, P.E. .. ..
D. QUALITY ASSURANCE • • • • •
1. Miami -Dade Department of Regulatory and Economic Resourcese�AR) • •
....
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 02/01/18 and expiring on 05130118.
Manuel erez,
Product Control Ex i r
NOA No. 18 52 03
Expiration Date: May , 2023
Approval Date: June 14, 2018
E - 4
ANCHOR/CLIP
GLAZING
PRODUCT 3
ANCHOR/C IP HORIZONTAL MU_LIONI
i
-- 3
rs��rs�
_ VERTICA vL,tT
M - )J M I 10`
.,?ZING z ?
I ;,LAiNG s A7NG _ a
PRCCUC' PRGCUC- PRODJCT
NI n
�I s
ANCHOR/CLIPS I�
W2�_
MJLUON SPAN
WIDTH (W) = 'WI + W2 + W3
2
GLAZING
PRODUCT
ANCHOR/C
ANCHOR; CL'P ANCHOR CLIP
ANCHOR/CL IP
HORIZONTAL MULLION
I I
I C,-AZ�NG
PFCDUCT i
I
MULLION .-AN
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL IAWSON'S MIAMI-DADS
COUNTY APPROVED IMPAC' AND NON -IMPACT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS
)SING MULLION PROPLRTICS ONLY
GENERAL NOTES:
1. -HIS PRODUCT HAS B=EN DE-IGNEC TO COMPLY WITH THE
REOUI','MEN'S OF THE 'LOR )A BUILDING COTE (2014 5'h Ed,— 4 2017-6th
Ed,tc,) INa ''Nu Ha .E OC fY HLRR.CAW ZONE (H"Z)
2 AL_ C_ Z'N" 'E^ "- tS— WIT- THLlL PUL.'�NS MU,- MF'-. THE
APFJCAEL= F Or. ,"C- ,^`EE F-)LREMENiC E x'r•„ OAD. .,A'-R
NFILTRATION FOR,-F I av RESSTA,,CE, dr.-EOUA-DS ETC.
3. M„ C, AFE A-PROV,. FL d'PALf AN'' NON-'MP.ACT %.PPLIJC'ONL.
IN--! D`VG ''1.NDnlvS DOORC- CR COI,,.;INA71014S MA`S BF ML.._EO
4 WOOD BUCKS 6t OTHERS `JUS- BE ANCHORED PROPE.RL`' TO TRANSFER
LOADS TO THE SfRJC'URE
5. ANCHORS SHALL 8`_ AS LIS'ED, SPACED AS SHOWN ON OETAI_S, ANCHORS
EMBEDMEN" TO BASE MATERIAL SHALL BE BEYOND WALL DP°SSWG OR STUCCO.
6 ANCHORING OR w,.JINv .;u,.t TIONS ^ 2 SH!;W m TH=SE IETAILS
ARF NOT PART OF '1-•, Ar-RO'✓AL.
7 A LOAD DL-Al'ON `!CREASE 'N AL,CWABLE STREaS 'S USED IN DESIGN 07
WGUO ANCHO4_ ON.Y
B. 'AA -R4 S NC i6NC R:,i NOT io11TED -0 STEEL `�K MF IAL SCRC'WS,
THAT CO'-E I.VI- .JF nCT 0.'4 CTHER 3' .'MII,AR MATERAL; lHAL, MEET
THE RFOC,R-M.NT; 0 -- -t(,R. IA g _C.,, - SECTION 200,84
NJL_OV & CL.P ,NOTES
=OR 'J'J IG\' h'-10L HENrORCEk'I`N- RE=ER -0 -L=FT
2 OF 10 FOR ,E Al A\D NGTES
' R-F-R TO .. I _T 3 OF 10 FCR AIAa ML, L DI ,,GN PkL3�,LRE Cl-ARTS
HORIZONTAL MU_I_:E,N 2. FOR MU L )NS WI F. STELL RE"_FORCENICNT RFFER TO SHEET
_ 4 OF '„ FOR DETAILS AND NOTES.
t - REFER N
TO SH--c- 5 0 10 FOR MAX J �R SSL,RE CHARTS
-
I
VERTICAL PROD.,C_I \� 3. r OR ';LI- -Y°FS AND ANCHOR (CNDITIGNS REFER TO SF EF-S
I +�:'� `6, 7, 8. & 9 OF 10FOR DETAILS AN) = .ND N;,i_
MU' -LION - — + H -0 SHEET I- 0- ,O FOR MAX A'.CHCR DESIGN P3ESS6RE CHARTS
GLAZING
o a
PRODUCT
5va,,
GLAZING
GLAZ'NC
PROCUCT
t PRODUCT
oaz
3'
VERTICAL
MJLLION
ANCHOR/CL°
o
06
00
W1
W2
'Wt -�--� W2
••• ••••
• • • •
• •
MUI • ION SPAN
•• •
• • •••
IV F W2
WIDTH (W) =
0 0
W7 + W2
WIDTH (W) =
2
2
•••
••` •:•
••• •`•
TYPICAL MULL_IOIN ARRANCEd✓1ENTS
• • • •
•
••• • • • • ••• • •
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
the Ptond.
n•,+(�II,�r�e
a•PL[R' `., Sri i7
-•1171toa Dr_ _
C
0
m T
m
o
M m
n
�
�
I
o
m o a
U
z
z
:.
z W o
0
2
¢
I
W
's
z
�z
a z
s < b
FIE
�IQI
�
I#
0
[-1.690
156 TYP
3 I00
14r5 ry
2_x M_' I"•t
6G63-'3
d
/ \ NOTCH •L•a\
•L• CPTIDN/
r/
I I
75J; L
125 -+ ' 2.253
2 Teo
i
IX MJL_ J1,"N C.LT
60- T6
L 2S
062�-1500
O
�( 112
f�-
�5 e o O
� y
I.SCJ MT—i °p
4.000 4.000 1732 I� 1 06��
3007 3062'
d 3.007' ,15 -{,�_ r I it EP 0 v 2
LlLttPICA'. I I 2GCJ J 1732 2.062 3 4 Mo 3n I f
•WINDOW FRAME12.OJJ �I J� oaz o
L E I ti- - 1 ao i R z nc
I� I.IEB- IJ IOOJ-- 156� �'C2 (--IC30 .� I.I56J T 0 �•'-
6.00c 2 X 6 I:ae �+ .06P� I :4 62-1 ` 5' 0
1 1 x a ? x 3 I 1 x 3 t x 2 t x 2
'`ULLCR�,CN I CUS 1013 11 , r t.1 tAl!L�'"N L.( \1LL_�-'t, I JSTOM MU_JO.V
6053 T6 I b063-T6 I 6063 t6 6063-i6 6063-'I Q F
1 Ixx• 2 070 in I Ixx: 1.000 n / - - Ixx 0.950 m` 'zx 0,370 ;n: Ixx. 0.330
-2oc0 Sxx: 1 035 In} Sxx: 0.667 'n3 Szx: 0.633 m3 Sxx 0.370 n3 Sxx 0330
(FLANGE EPA,' (•IN FRAME`
(FUN". FRA.ME) -- (E hNGF FRAME) vV
S'ANDARD i;ol.PR i'A?E$ 1 1
t,tnpLT(`j•g �1`LYT � a �
ZP. W41
1_ = 115 A,- n. 91 Rr<W,c, the r�..Ma Y o •-t
1,1 ALLOT 6063--6 7 _- -� r1000- 11r• .y.: ' l� C
25
Z
? �GLALIN'PROJUCT - -�.• f _ l £ � 1 .2sl.: i a• i},ut:.r, Gufrt: `�� IUUEI ¢ � `
I 000 000
ccol
I Ip 2
125
! l0 �<000 I J y �-.7.Ooo I 7
6.CJ0
125
2.000
DCJ I r M i--2.007-- 3.000-- a0J0--
p 3C
1 X 4 1 x 3 1 X 2 4
V P-L1^^.S _C'%TAIN' STD. TL'E�L_MU�;'J Sy TLdE A�U�L CV TO T - M'1LLI N
L L TYP 1AL �LAZ'N,G PRO IJ('TS I 606J T6 606J-T6 C063-i6 �i
NOTCH
oI=roNu \ 2 x 5_� 2 X a 4
i : ,Uh Z0NTA1- 0R VF 4T'Ca _ L _ r t - i .zx 2.070 Ir. Ixx 0.950 in Ixx 0.330 �r° _
Sxx: 1.D35 In' Sxx 0.633 in' Sxx 0.330 1n3 m " N N SiO. TUtr`h'4j�,'QV STD. TL BE MULI-10N .�
SEE WINDOW OR DOOR APPROVAL FOR t
6063-i6 606}-i6
FASTENERS S'ZES AND SPACING � � �
Ixx: 8,280 In: Ixx 2.980 In4 z z
-- -- -- - -- } - } I _ gl
Sxx 2 76C In Sxx: 1.490 �� 1 = z° ? o
� �
CLIP LENGTIi RErTANG4�A 2 AL M .`.UM TU6t MyyLl WS a m U w 3
-- - ,c �i` 1 l <It;G M' N I IC'N PROPS RTI=S �\
MULL „L.• - - - ---
USE CHIJ:TS AND GRAPHS AS FOLLOWS. • • w • • • •
1 x 2 1.688' - •- - -•-•- • I�t"E •J l,•'Oti!A7r R^--=D FOR LARGE MLiS._c IM?ACT ( •7r .
ST _� 1 CETERMP:E DESIGN .CAD REQUIRED FOR F•RTIC ULAR OFL•I.NG • • • Ty1D;T.A' 3� USL7 %N -I ALL LAWSON'S MiAM. -DA7C
I X 3 2.688' - • •• • • lie,
CUNT 6o RO4ED �MPACT AND VON-IVPAC' PRODUCTS A �' �
!_NOTCH 1 X 4 3,6y8• �T=p 2��F [ USE APPRL"El' CU7'NG PP.000CTS MEE":YG A'_*vE LCA1 • • •--•--•— bZN`x� fir. c
RECUIREMENTS. •-• 1-Ua L1 •,�•.
OPTIONAL S I P 3 JSE CONNECTION TO MULLION AS RER PRODUCT • • • • • • • • • ttl h - ' •. vi •�i
2 x a 3 63J' 1
125 Mry 2 X 6 5.688' i ;TEP 1 SPECIFY API A MAXIMUM SHAM -AGING. v F"_R i0 THE :'PNERA, NCTFS ON C, L7 oti f Y
2000 - U:1143. CHARS ON SHEET 3 OF 10 SL.' N SIZE 0 }
' ALL CL PS ANO ANGLES Ant TO FITS i• u►-Ii • • • L OF �Ca •,.D r•G CCDF COMPLIAN•;L o- s
�'tH S WI-H OCSICh RATING MORE THAN CE:CN _CAD S (;I Fin Z� -
S.uUG nr0 TUBE MU�PONS. IN STEP I AEG,
�" • • 2•MU_LIO1* IKAY �;F GI'NI._� VERTICALLY OR Fo _
2 'WF'ERE ANGLES ARE NOT FIT SNUGTYPES
•• • • •HOR!70*ALP( • • m '
L ANGLE CLIP U USING ANCHOR T ECT ON SHEET 6 1•RU • AND •NCHC• C IAnjS • • •
606S-T5 INFO TUBE MULLIONS, SEE OPTIONA'- STE 6 ON SHEET 9, SE.ECi ANCHOR ttPE •TH •ES�GN•R•"ING w 3•�EF TO t-iEt y 01 10 FOR TYPICAL MULLIONS, SEE 6 0h' SHEET ANCHOR TC 10 FOR TYPICAL MULLIONI.. [i
ANCHOR DETAIL AT SHEET 9 OF 10, j MORE THAN THE DESIGN LOADS SPECIFI4O IN STEM I AHOME.••• •ARRANG"NTS � STACK CONFIGURATIONS. E
C
• •• •• • • • •• ••
••• • • • ••• • •
2(57
( 39/' I 123.0 125.0 1 125.0 125.0 125.0 30
f 36 ] 1025 125.0 1 125.0 125.0 L 36
42 87.9 1250 125.0 125.0 ' 25.0_ 42
48 8- 316" 76 9 125.0 _ ,
- 1235 O 125.0 ° J 48
+- .I _
54 66.3 137.6125_0 1250 1250 64_
1 60 61 5_ 123.9 _�_ 125.6 125 0 125.0 _60 _
F 66 1 55 9 112.6 125.0 125 0 1250 66�
72 5' 3 {_ 103" I_7" 0 12- 0 1250- _ 72
78 _ i_ _L 47.3 95 3 125.J 7 1250 125 0 78 t
18 ____§9.3 12� 0 1250 125.0 _� 1250 18 _
24 _ F7.0 1250 t 12� - 125.0 _ 125.0 24
30 I 53.6 142 it 1 125 C 7_'S 0 125.0
36 J 44 6 118 Lo 1z5.0 125.0 125.0 36
42 _ 38.3 101.7 125.0 1 125.0 1 _125.0 42 f
_ 48 _ 50-5/8" 33.5 89.0 145.4 125.0 125.0 48 _
54 1 29.8 79 1 129 2 1250 125.0 54
60 268 _ 71 2 116.3 "2_5,0 125.0 __60
66 '_4.i 64.7 'J5.' 125.0 125.0 66
72 22.3 59.3 1 96.9 139.5 1 125.0 72
78 20.6 547 1 89.5 I 128.8 125.0 78
v 18 62.6 1250 1 V5 0 12P 0 1250 18
24 _46 9 1 +5 1 j 1250 } 125.0 125.0 24
30 _ _37,5 _ 108.1 125.3 1 125.0 125.0 30
_ 36 31 3 901 T 1250 125.0 125.0 36
_ 42 1 26.8 77.2 1 131.1 125.0 125.0 42
48 -Jl 57" 23.5___ 675 _114.7 125.0 125.0 _ 48 _
_ 54 20.9 f0 0 101-9 146.8 _ 125.0_ 54__
60 1 18.8 54.0 91.7 1 132.1 125.6
60
66
72'5.6 45 0 _10.5 110.1 125.0 72
41.6 70.6 101.6 725.0_ 78
it 348 D 24
30 I 2T3 0 0 125.0 1 125.0 1 1 250 30
_ 36 232 66.7 125.2 125.0 125.0 _3_6
42 19.9-
57.2 L 1 OZ 3L 125.0 125.0 42
48 631, _ 17.4 50.0_ 93.9 _135 1 125.0 48
64 15.4 44.5 83.4 120.1 125.0 54
60 - 40.0 75.1 1 108.1 125.0 60 _
66 _ - 36.4 63.3 98 �18
_72_ - 33.3 _62.6 9078- 308 57.8 83.2 1250
GLAZ•NG GLAZING
PRODUC ,f PRODUCT
■
HORIZONTAL MJL
GLAZING GLAZ'::
PROD:CT I PROGL,C
74-1/4"
L - _
-
L_--
_
-
; 407 1 88.E 1 127.8
i 34 9 r 76 1 109.5
t 30.6 _ 66.6 95.8
272 59.2 85.2
244 533 76.7
22.2 4 69.7
�.4 44_-1 63.9 _
18.8 41-0 T 59.0
1 125.0
125.0
125.0
1250
144.2
131 1
1202.
1'0.9
84"
-
56.3 1226 1250
`47 ? 9_2.0 _�_ 132 4
33.8 I 73.6 1 105.9
i 281 01,3 88.3
24.1 52.6 75.7
125.0
125.0
-
125.0
-
-
125.0
125.0
21.1
46.0
66.2
140.8
-
18.8 40 9
16.9 36.8 _
15.3 33.4
58.8
53.0
413 1
125.2
_
112.7
1024
-
-
I 377 1 82.1 _ 1_
28.3 61.6
226 49.3
18.8 41.1
16.2 1 35.2
118 3
88.7 _
71.0
125.0
125.0
125.0
59.1
143.8
50.7
123.2
96"
_
-
-
-
- _
-
+ 30.8 44.3 _
27.4 39.4
24.6 35.5
107.8
95.8
86.3
_ _22 4-T 32_3
20.5 29.6
- 19.0 273
78.4
71.9
66.3
_ 265 57.7 1 83.1
19.9( 43.3_ _ 62-3 _
125.0_
125.0
108"
-
24 7
_ _ _ 21
356
31.1
97.4
42
150"
85.2
48
27.7
75.7
54
-
- 19.2
- 17.3
24.9
68.1
60
15.7
62.0
66
_22.7
56.8
72
20.8
19.2
52.4
78
LION
`Y. n MI,LLON AkRANGtMrVTS •
• •
• •
I
•
• •
ARCHFS TO BE • • •
• •
• •
• •
•
•
-T
IVS2E '.ECTA•NG.,_AR SHAPE • •
• •
• •
•
•
•
I
•• •••
NOi=
••
•
•
• ••
N'J PONS RAT=1f) IN THESL C!-ARTS VAY
37 ORIENTED
�I
3
`JFRLCAi.LY OR -Vk :(,N11,-Ly
aTFi=O FKILN 3L WLL1'!:01 OWLJ`•
•••
•
•
W 1 + �•2
• • • • • •
• • . . • • . • • •
. •• •• . . . .• .•
.•. • • • ••• . .
. „(T RP, i.3)
'T"ng""'the Flcrnla
l• �1J,n,t•w �q
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1.690--=j �— 125 III-I.000
062 � -p' .611 I 312 I L I ODO 1.503 co
156 TYP. 1 T T r i25r 062 I ;?5 I 1688 I I O p`
i��.J Z
3007 ' I I II I om0 co 6
4000 I I 4 I I 1.5- I I
l 2 X 4 „00336" I I 3900 •� ) D ly� 3C62 m 0 Z U
2.6E3 j I O'
1,
V V _-NDOL. I j
JLL D. WINDDW FRAME
4' V �L.I + tll '' I 1 - ,on D,
6^517c102 -��- Lam- - 100'J ...�
2 x 5 r a1D62--� I i Ix I 062 r 1 X 3 -1196 ti
NOTCr._ .L.A I 6.CCf ^ �'� 1 X 4 X 4 - _ �I ^OF MUL _'CV X = o I E
' OPTIONS. I, ULL .:N• j yr Ti,F: MJ, L10,. ' X 3 6)53-T6 JS'7M_M IL_�1
SeYS_ 60+63 o��JV .6 15-WA NLLL -N ` CD63-76 5
a '6063-i6 ° A v
a 709 in. 4 709 .n 2.168 in. .xx 2.'68 m. Ixx 2 218
3 Sxx 1.M145 ir' 3IU F L O
Sxx 2.355 In. Sxx: 1 445 in3 1 Sxx. 1 479 ,n. �. F
(FLANGE FRAME) F ? F'N FRAME) I� j Z w .3
I STANDARD TUa U'1J2 SHA'ES
WAU 125" A_l H`—i CCO i m
-y 1 ALLOY = 5063-r5 I SBC --
-- 1 I �} W
:.LAZINy 'RODUCT % \
�.,,, . 250 _ I.00D
2 125 2
1A
I
I 1 zl
6.D09 ' 112 5 M.S.
4- III ' ®12" J.0
Asol
l.x MULIILN C'_ p I —3.000 A.)C) I 3.525
60GJ-i6 T()'.TAN
L/ N-LH �� AL ;LAZ _PRf,' JETS �CAx5.A
OPnOVAL \ 'RI'n`,rA OR VEWICA.L
:.� CIIC: RFVISt..
Tvith tlw Flardn
SFE WINDOW OR ODOR APPROVAL FOR 2 X 6 % X 4 ":r.iag Cod^ r c L \
FASTENERS SZEP ANC SPACING A.<t(flm:: T'W 12-09 TOO
V H
STD. TUBE MULLION jTD. TUBE hWLL10N gx,:mnac CYnro 3 _ i m
6063-T6 606J-T6 �, 1
Ixx 19.648 In° Ixx. 7,649 in° r °� a
c:. i �e.,k :'rudxt l;.vlUv I I o m tl °
CLIP LEYGT� Sxx 6549 Iti Sxx 3.825 in' "' %�
- y Rr C'TANC J1 iR <_I�A4 .,1V T 1$F V JI'_IF SS V I W e
NULL "L" IN k TIOVS UJ VS. M..LLIUV Pt?O°F RTJ! ONLY
Jcc r .ARTS AND GRAPHS AS -OL JAS • • • • • • • -• • •�• 11�
I I 1 % 2 l 688'•I •_ f_ • • • • - - -
1 % 3 2.686 E? I DETERMINE DESIGN LOAD REOWRED FOR PAR^CULNT SPEwNc. • •���E•F'T'YLI`� S•AF� HAILU FISH ARGF MISSILE IMOA�i m `
• e • • •NI_•Cril Fj'*,oSED ih'ITrI AIL LAV;SOF+'S MIAM'-DAD'
iT:' ' i°E AFPROVEO GLAZING PRODUCTS MEET'^" A80VF Lr::� • �"-rNT .'wple'V+J iMPAC- AND 'VO^1-In'Pi.,l P"`0J'1C.S
-NOICH 1 % 4 3.688" REOJIREVINIS • • • • • Ll.<—• • • • • 'N Z 01 '
OPTIONAL I _
? X 4 3.688' �ILP �PE�COOANLNECTION TO MULLION AS PER PRODUCT NJTES- .mNr f
J y°
L5AIN2x6�.6&�'S_EP 4 SPECTT MAxIMM SHIM SPACING R'-EP TG TH '.LN- CAI h0 El ON SHLET ING CHA,.IS ON S.HtJ 5 OF 'D SELEC- ML;-_ • Ss• • •' c- ECR",'D'NC C3F CJMPLIA1,;FP'L "l'�S AN ` ANGLES 0.4F TO Fti ��F S A--H �'S.cv r. AT Nc MORE THAN DFxILOA^L" P, C"IEO• 9 •UL- fNS MAY l7L OR,6\Ti0 V'EF,TICAL�Y GR
SNJG 'NTO TUBE MULLONS.IN STEP I A&DVE •iHORIZ.•JNTAI Y•aANGLE CL'P 2. WHERE .ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRO 9 AOD ANCHOR •HART�I • _ • Ii
6063-T6 INTO TD"- MULLIONS, SEE OPTIONAL Tom. 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESI•N FMT1NG • • 3 REF-4•L7 $t'E, T•1� G� I FCR TYPICAL MULLICN �I
--2.000 ANCHOR CETAIL AT SHEET 9 OF tp. u0aE THAN THE DESIGN LOADS SPECIFIED W STD I ADC I •e,iRRA�16EMENrS•(YZ STA;y� CONFIGURATIONS
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
STEEL REINFORCED TUBE MULLIONS
STEEL REINFORCED TUBE MULLIONS
STEEL REINFORCEO TUBE MULLIONS
Width w
MULL SPAN
1 X 3
1 X 4
2 X 4
2 X 6
Width w
MULL SPAN
1 X 3
1 X 4
2 X 4
2 X 6
Width w
MULL SPAN
1 X 3 1 X 4
2 X 4
2 X 6
18
24
1
I 33-31B"
J
I
I
50-518"
57" I_125.0
125 0
125.0
25.0
125.0
18
74-1/4"
I
84"
125.0
125.0
125A
125.0
18
120"
44.0 95.7
125.0
125.0
1250 125-0
125.0 125.0
125.0 125 0
125.0_T 12_1
12` 0J_125.0
125.0 __ 125_0
1250 1250
1250 ,25.0
125 0 125.0
_125.0 2a0
-125.0 1250
125.0 125 7)
1250 125�
_ 125.0 12` ^
125.0 125 0 _
125_0 125.0
125.0 125.0
_ _+25.0_
125.0
125.0
1 1250
1 125.0
125.0
125.0
24
139.5
125.0
125.0 125.0
125.0� 125.0
24
30
33.0 71.8
116.6
125.0
30
125.0
30
111.6
125.0
26.4 57.4
93.2
125.0
36
42 _
48
54
60 _
66�
72
78
24
18 -I
30
36
125_0
36
42 _�
93 0
79 7
69.7
62.0
55 8
50�
465
1250
125 0
1250
134 6
121.2
1'0?
125.0 125 0
125 A +25 0
_ 1259 '25.0
125 3 125.0
36
22.0 4 T 8
18 941 0
1E 5I 35_9 _
31 9
77.7
125. G
125.0
125.0
42
60.6
125.0
1250
48
_ 64
_ 60
66
72
�78
18
48
54
60
66
72
78
58.3 _149.7 _
51.8 133.1
125.0
125.0
125.0
125.0 125.0
125.0� 1P5.0
_28.7
26.1
46-6 119.8
125.0
' ?5.0
_+25.0
125.0
42.4 108.9
125 0
125.0
125.0
'25.0 _
125.0
125 0
101.0
125, D 125.0
_23.9
1 22.1
38.9 ' 99 a
35.9 �92.1
42.9 93.2
125.0 125.0
_ 125.0 125.0
_125.0 125.0
12.` 0 "25 0
12E 0 125 0
L 1284 125 0
96 3 125 0
77 1 1.25.0
64 2 139.5
18
132"
33 i 71 9
24 8 639
129 43.1
16.5 35.9 _
- ?0.8
116.8
1 125.0
125.0
_ 24
30
36 _
42
24_
30 -
36_
42
87.6
70 1
58.4
50.0
125.0
1250
i 125.0
I 128.5
125.0
125_J
125.0
_
42
48
54
60 -
66
_72
78 _
18 -
24
_ 30
36
-
42
48
54
_ 60
66
72 _
78
125.0
_
55.0
119.5
125.0
125.0
125.0
125.0
48
482
428
104.6
93.0
125.0
125.0
125_0
48
_
_27.0
24.0
43.8
112.5
125.0
i25.D
54
60 J
66
72
125.0
64 _
60
66
72
38.9
100.0
_ 125.0
147.7
125.0
125.0
125.0
125.0
1250
38.5 __ 83.7
35 0 76. 1
135.9
125.0
21.6
35.0 90.0 _
31.881.8
125.0
125.0
123 6 125.0
- ?5 6
_ 18.0
- 16.6
135.3 1, 125.0
124.9 125.0
125.0
125.0
32.1
29.6
1 69.7 113.3 125:0
64.4 104.6 125.0
29 2 75.0
26.9 69.2
125.0
125.0
125.0
78
18
1 24 _ _
30
78
_175 9 75A + 1250
_ 127 D _ ' 2,0 _ 125. 0 T
125.0 _ 12a0 125.0 _
125.0 125.0 ?25.0
- -
1250 1250 125.0
125.0 125.0
96"
I_86 0 125.0 _
- 64 5 _ 140 1
51.6 112 1
43.0 1 93.4
-
1250_
1250
125 0
125.0_
18 _
24
144"
25.5_ 55 4 _
_ 19.1 _41 5
_ 15 3 1 _3..2
27.7
- 23.7
?9.9 _ 125.0
57.5 125. 0
' 25.0
125.0
125.0
30
54.0 138.6
125.0
36
125.0
125.0
36
42
48
45.0 115.5
125.0
42
36.9 E0.1
32 3 70.1
130.1
125.0
38.5 99.0
33.? 86.6
1,25.0
48
113.8 125.0
Z0.8
137.0
125.0
125.0
125.0
54 _
60
_66
72
78
28.7 62.3
101 2 125.0
54
- 18.5
30.0
77.0
i23.3
125.0
125.0
125.0
25.8 56.1
91.1
125.0
60
- _ 16,0
15_.1 _
_
27.0
69.3
112.1 _
102.8
_94.8
125.0
125.0
125.0
125.0
125.0
125.0
125.0
125.0
23.5 51.0
82.8
125.0
66
72
78
_
24.5 63.0
22.5 57.8
20.8 53.3
_ 21.5 _ 1 46.7
199 43.1
75.9
125.0
125.0
70.0
125.0
-
_ 18_ 4
_24
_ 30_
36
42
48
54
_ 60
66
72
78
63"
_725.0
125.0
125.0
725.11
125.0
125.0
125.0_
125.0
125 0_
125.0
L- 18 _
24
108"
60.4 131.2
125.0 ' 125.-
125.0 I 125.0
_ 18 _
24
150"
22.6 49.0_
16.9 36.7
_79.6
5_9.7
47.7
125.0
45.3 - 98.4
125.0
125.0 1250 I
1250 ! 125.0�
1305 1250
114 2 125.0
101.5 125.0
91.3 125.0
_83 0 _ 125.0_
76.1 _ 142.4
125.0
+25.0
125 0_
125.0
30
36
36.3
78 7
1279 i
106.6
125.0
125.0
_ 30
36
-
_ t
294
24 5
122.6
302 65.6
2_5.9 Sfi 2
�2 ! 49.2
20.1 1 _43 7_
18.1 39.4
16.5 35.8
15.1 32.8
39.8
102.2
125.0
42 _
91.4
125.0
42
48
21 0
34.1 87.6
125.0
48
79.9
125.0
18.4
29.8 76.6
125.0
125.0
54 _
60
_ 71 1
64.0 1
125.0
54
- _
16.3
26.5
68.1
125.0
125.0
125.0
60
23.9
61.3
125.0
125.0
66 _
58.1
147.0
66 _
72
78
21.7 55
19.9>� 51 1
18.4 472
125.0
125.0
72
1 78
53.3 134.8
-
-
_ 70.2
131.4
1250
125.0
-
30.3
49.2 124.4
HOZON'.AL MULLION
Go
T !--'"oo
RC,;U '"GAl MIXLION .ARRANU� NTS • • • • • • • • •
VrRTiGA._ • • • • • • • • • • • MULLION ! �+�- -- - ARCHES TO BE INSCRIBE) • • • • • • • • • - - T- IN', RECTANCL::M SHAPE
• • •• • •• • • • ••
! GLATNG GLAZING j Q I N„I t
PRoOJ•:r �R0
ouc7 a i l," UChS RATED fv '-ESr CHARS ,MAY BE to :� - _ '�():M Ii L. •/: SF.f�
-s �L1 CAL_Y CR HC217C'NTA .,;,111„311,Ntiwrhr,In
JT�RP, ATiCN P TWrCN 7;' (i I- w! !'r-• ta,,..m d-
aR00'd„i IRE-JCT L. P ;• _G . • • • • • • ' 6 ='^ '
Lj
W1
I • • • • • • • •• • • _ + W2 -
W1 w2 WIDTH (W) _ • • • • • • • • • • :!v
MULLION SPAN 2 • • • • • • • • P,Odwl Y
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• 0.0
• •• ••
••• • • ••• • •
o
rn
m
z
z
e
o p u
o
Z
e
I Z
z r
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v z
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3
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•
V
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y
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.
5/16" TAPCONS 5/:6- TAPCONS
1 1 4 MIN.
EDGE DIST. 2ER CLIP ON EACH W 11P2- MINWOO PENETRATION
RNON I-I/2 MIN. WOOD PENETRATION
) 1 P_R 4NGLE
N
�.I W000 -K ,
i
r—
3/4" VIN
_ 5/16 ANCIs
EDGE DIST. ' ��� -1/2' MIN W000 PENETRA O.
' PIP NCI • �
I YI I II
1 1
e r
JI WOOD SUCK I I I A. .M AN:-E
LI
I I
-AIL C IPS AND ANCL-S TO =' SN.G
A --NATO 1 -4 - , TO T 'PT dJLI ION'
ANCHOR IOCA'ICNJ I TAFCCN, MAY F HEX OR F,p.T FLP)
ANC -ORS TYPE 'A'
2 ANCHORS INTC WOOD
1/ MIN
5/16' T.�CNS
I-1/2" MIN. WOOD PFNF-RA.ION
PER CLIP (2 ON EACH WING)
\2, f
2B
WOOD BUCK
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
5/16" TAPCONS
1-'/2- MIN WOPD PENETRATION.
2 PER ANGLI
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BL CK
5/I6" TAPCONS 5/I6' TAPCONS
1 }/4" MIN. EMBED INTO MASONRY 1-3/4" MIN. EMBED INTO MASONRY
3/4 4 PER CLIP (2 ON EACH W1,f
2 PER ANGLE
MIN. _ T—
-T-?
I7/t6„
I� JII IL2.d..
WOOD 3.31X clOA-INK G C. AL„MfN"II
LJ Ll
A\1Ch(,'S TYD, _O F. JCK)
AVM 40
G AN--InRS 1 i ' X A(.1'K
A__ -LI AND o IXES "0 1 1 SNuu ,MJ CO\t,K ETE JR BI OCK
INTO 'LBE MULLIONS 1"x4" & 2"<4' VULL
i 'APC_NS MAY L_ HEY OR FIAT HEAD
K"` LJ,E DIST
2-3/1. CONCRETE OR
4" HOLI OW 9' OCK s/s' -a•^.� -
__ ••i i/4" MIN. EMS
EC
2 PER CLIP 0 DN EACH WINO)
X ' < '3v
k\
i II 4
y WOOD BUCK - j--
1
_ J1
t/a
N \ -M3E NT0 MA;,JNRY .\
' PER
,a
7 I e
I i
-t% BLOATING C' P i t L2 X 2 k -E"
u11 ALUM ANG_E
u
1 I
I I
A ;HOBS TYr= "WO F-1 rCK;
Z, ANrF1=i-, E)� 'F' W,Tr' rU
.. i • ila; • •�•� • • • iAN�kipHS T IRU ' X BL-K
��• • • • • • • iJT�-* COt-REAL CR BLOCK
A • • 1' •1 • • • • • • • •jI,uL-T R.
-------- �I
r 1
0 1
0 1
a 1 1 c0l..lPI,rnc•.• hlhe F— id.
• • • • Il • • • • • • �••I:7.hII:•'1e �0
. .
aLT.. • U
• • Fjr�TE _, • • •
I TION AHORO• • • a)�
L � • • • • • • • Yfl� Yt0lN_! � OV�1
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
t=
;o
iirry
b
t``
�
E
MIN. EDGE DIST.
2-3 ET-9_] OR
4' HOLLOW BLO K
1
h
\ I
5/'6" TAPCONS
1 -3/4' MIN EMBED INTO MASONRY
2 PER CUP (1 ON EACH WING)
3e 1 4"
MIN.
I
II 1
c..L-LR
LONC'ElL :R :_
..y
BL.
r,M%.N
F_OATING
\
CLIP
I
. Mu
f 1 ;
1 11
1 I I
Y 1
AI' HNAIE
I, ANCHOR .00A
_ I
I I
I
1
1 I
1
i I Q
i ••I
I
I
I
� 1
I
= I
�1
I a II
1 II
II
1 11
5/16- TAPCONS
1-3/4- MIN. EMBED INTO MASONRY
1 PER ANGLE
I 1
II I
I
1 I
I_ALUM ANCLL
u u
N 7 T 'P
ANC-iCRS ,I,_C CON -RE- OP rL,-',T ?3 ; :H
1
5/16' 'APCONS� III
1 }/ MIN IABED l})
'NTO NASCNRV
2 PER CLIP
;I ON
EACH WING)
RMs 2
2 PER ANGLE
I
\ x
h 11 s
it 11 I
I I
T'
v
n�
MIN. EDGE DIST.
2-3/ .. TE OR 5/16' TAPCONS 5/16- TAPCONS
4" OLLOW BL CK 1-3/4" MAN. EMBED INTO MASONRY 1-3/4" MIN, EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WING) 2 PER ANGLE
o MINT •r �/
I II
I 11 n
— j-- ----------
FLOATING CLIP
H 2 7/ D II
MN II
a
3 1/4"
M D. Mlu
,^,\C-i0k6 YI E b
4 ANCHORS R. D IONC-+' TF OR CFMENT 21 _ter,\
1"x4" & 2"x4" MU_I
><
� I
{ - i
t
LONL<L tit
CEMr%i BLOC<
' 4'I�{1 fi
-11
5/1 o' ICON
3/4' MIN EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WING)
• • • • • • • • • • •
ALL CUPS AND ANGI ES TO rli SNUG • • • • • • • • •
INTO TUBL MILLIONS • • 000 • • • • • • •
TAPCONS MAY BE HEX OR PAT HEAD
II I, C.'PS OR ANh- •, ^CVNFr1F7 "'R TO •.•1,3E PR. !^IE_i •• • •
WI-H .A-KAL RE�STANT C-A'N,,,.,, �t,Cl� F�•dIIUM �.OLL PF NT�•JF:
WATER -WHITE UETHACR" LATE LACQUER. • • • • �• • • • • •
-3/a' MIN. EMBED •000• • • • C - I PCR ANGLE •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • •
FLOATING CI'P
.Iw D.e Fln di
�:cY••trn« N. te' I
Lcnsticc C-:4 i.fa�
z w
z
0 0 _
m5t
2 X 2 x I;
ALJM ANGLE
A N
T� FH
MIN. EDGE DIST, MIN. EDGE DIST
2-3/16" CONCRETE OR 2-3/16" CONCRETE OR
4" HOLLOW BLOCK 3-3/4" 5/16- TAPCONS 4" HOLLOW BLOCK 3-3/4" 5/16- iAPCONS
MIN. 4 PER MIN, EMBED A H MASONRY MIN. -_ 4 .PER MIN. EMBED .NTO MASONRY
T 4 PER CLIP (2 ON 'iNr WING) 4 PER CLIP (2 ON JNT 'WING)
I• I n I \z
CLIP LENGTH
--- MULL ..L.. —
x ° ( X 4 3589'
-
+ / 216 MVLL 5/1, APCOVS •YCOC E:',:K , t
1-' M V EMBEC W r) M. ,ONRY 2X6 ML.L
I }I 5/16•-A=CCNS
I 4 PEP CLIP �2 ON 'ar'H WIN'_ 1 }/a• MiN _MBf� "rI 4ACNRY
r- ---- -
/ ' • 4 '-R C' P (2 ON EEC WI
3/4- -
t " - ,.
I MIN f ------------------y ' 3/4"
M N
3/4.. � I
h I
\4 .
2+i MILL
�� - -- - I Z CLIP LENGTH 2X6 MULL
MULL ..L..
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LIPS OR ANG r5 COIN G"ED DIR=CTLI TO nagSONRr i0 BE PROTECTED 2"x6" MULL SHCwN
ANCIIJ45 INTO CONCRETE or AOLK t. T I ALKALI-RESIEZ' COATINGS, SUCr+ AS Hli�'MINOUS PAINT pR
2"X6" MULL SHOWN WATER -WHITE MEII-ACRY;ATE LACQUER.
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1 X 2 L688-
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AL'_ CL'PS AND .ANGLES ARE TO FIT
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• • • • • • • • • CUB TO FIT SNUG NSIDE -voc
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MIAMMS�D--E) VIIAMI-DADE COUNTY
/ PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RFSOURCLS IRER) 11805 SW" 26 Street, Room 208
BOARD AND CODE. ADMINISTRATION DIVISION T (7u6) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2o0economy
Labrador & 1-a:ndora Corp. - - — - -
dba V & V ' *Vied-,vvs
2355 W 4`I' .INenue
Hialeah, F 1. 33010-1454
SCOPE:
This NOA i� :'eiwi issued under the applicable rules and regulations goverriLing the use of construction
materials. ThQ dc, :mentation submitted has been reviewed and accepted by Miami Dade Count}, RER-
Product C-ri -c l ti_ction to be used 1n Miami -Dade County and other areas where allowed by the; I�thority
Having R j isJ;c tioi, ; AH.I)
. . 0.... • ......
This NOA shall not ba valid after the expuation date stated below The M4 *ami• 7a& Court .:roduct
Control Se-tior. (In .%Iism7 Dade C.o:Inty) and; or the AHJ (m areas other than COJ1li4) r+ serve....:.
the right to k+.. f . -is product or ma_eriai tested for quality assurance purposes. l i,'+3' 1oduct or•nateriat• •
......
fails to p(-,, i+_' e accepted maam r, the mariutacturzr tivtll 7ncui the c I,,pense of: uc*1'tf;stln- AHJ• •
may im ic,i f'c h ,evoke, modify, Of- suspend the use of such product or material vNmi7n their)urizdiction.";'••
RER resew e the r7 , it to revoke this acceptance, if it is determined by MIarni j-`J-Ld , CoLPitveP*,)duc-t • �"
00
Control Section that this product or material fails to meet the requirements of the aWjjj;arje buildm ;code. •
This product 1, approved as descrined herein, and has been decig-led to cornply ,:ith'tll; Florida t�IiWing...�;•
Code, Inc,liGn,L tl".' flkdi �•"" • ' Vulocit� Iyurncane Lone.
DESCRIPTION: '.eries "100" Aluminum Single Hung Window- 1-M.I.�' ."• •
APPROV 1.I DOCUMENT: Drawi-ip Ne. NVI l-;35. tit'.cd "Series 100 Alurn Single Hun- Wdw.
(L..M.I)'', sheers 1 thrcugl: 7 ()t77, dated 07i 1 S!: l v%tth reN i..i^n "D" dated 09 1%, rrc, ared by ./\1-Farooq
Corporation, ,•fined and sealed by Jayad Ahrnnd, o.l~.. bearing t'-e 'M-arni-D'a.le County Product Control.
stamp %vVk .I.c N, tice o!' .'1,ccrpt;ance number and exp;ratnon date by the Mian7i-•Dade County Product
Control SI ri ;.
MTSS1Lr l'v1 m-1 RA'1TNG: large and Small Ntissile Impact Resistant
LABELING- F acl- unit shall hear a permanent lab:1 r, ith the name or logo, cif} state,
series, and fo'lo`) in i St-tern:iitil t: "lanii-Dade County Product CCntr.)i Ap pinved" a^'css otl'er\�13e noted
herein.
RENE'4'ti' 1.1 f r!.,. NU 1 shall he considered attar a rene)val aprlication has been tiled and there has been
no chaI!2t tI 1-w'.d7n a ..' (e'7t;gul, ,,ok c.ff-:o'in7 `fit: pJr`'rl11•:+t7t'_ 0, this product.
TERNMN n I WN of this NOA will occur after tht expiration d-i.e or tf there has keen a revision or change
in the materlak +f ,e, and' or manufic*'ire of the product or process 1•4i.SUSe of this NOA as a endorsement
of any product, for sales, advertising or any other purposes shall automatically te,-lnlrate this NOA. Failure
to comply ,N 1th am, ,ection cf this NO,\ shall be cause for terminati--n and removal of NOA.
ADVER'l l i . N1F.N'T: Th, ` 0,A number preceded b) the word, Miarni-Dade County, Florida, and
followed b,. th : , ti,i r_tt c I; d,7te ma.y he displayed in aflverti d-iit� literature If any portion of the NOA is
displayed, rlicn it ,,hall be done in its en'irety.
INSPECTION: A c+,^y of this e 1ti,c \'O.v, s'iall he nrov ids" *, *he user by t'ie manufacurrer or its
distributor � and sh-rll he available for "I sp ct;on at the j +b site at tht: rec;uebt of tlic Bui'diriL, Official.
This NO,\ , NOA No. 1.5-031 1.02 and cl„7s;,tG (,r this rake 1 and evidence pares E-1 and E-2, as welt
as approva' d,), u•i. it rrent+rned ai)ol v
The subrn.a; J (toc.11~nnntat;c)n was rcvrt- �,ved by hlanael Perez, f.F.
__ — NOA 'No.I7-1018.02
MIAMIDADE �OUNTYI hsl;irati!,n Dote: October 20, 2021
Approval Date: Decernher 07, 2017
Page 1
r
Labrador & 1 undora Corp. dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EV1DFNCF SI'BMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
h'. , ,+z,•t,•rcr'� dim c:r'_i�,l��s and :.ctiun,.
(.1'r11,r1utted uirder prevtoti,v1Vf) I No. 11-09(1i.03)
Dra%virtg No. W11-38. titled "Series t00 Alum. Single Hung Wdw. (L.M.1.}'', sheets 1
through 7 of 7. dated 07i[5/11, with revision "C" dated 07/28/15, prepared b; AI—Farooq
( owk tL,: oo� sg4nei .,n l ;caied b,, Jwvud :lhmad, P. E.
B. TESTS
1. le_,i reports on. ; } Ali Intiltrat,on Test, p,r I hC, "1 AS 202-94 ••••
L) lI 1tforni Static Air Pressure test, Loading per 1-13C., TAS 2()4"•• ••••••
3) VvaterResistame lest. per FBC.'1AS202—y4 ••.• •••. ••
1) i_arge rvfii,ile Impact tebt per FBC,TAS 201-i•••••• •• • ••••••
•
5) CNcl;c Wind Pre,a,ure Loading per FBC, TAS ?•••>>�• •
6) Fcrced Entry Test, T\'pe A" wine,u.v. Grade F 5jy,1;• •
per 1'13C 2411.3.2.1, VAS 202 -91 ••;•••
.....• . . .....
along with marl;cd—up drwvinas and ui tal[atiun diagram uC sinti?z h�ht wi'iidowP�rresil red by
.• • .. .•...
"jm, • Car ['e,t I.ab (.t South �Ioiida. Inc., l est Report 'It). A:1•: .�)913.01-1U, datee •
i)' [ 11, �,ign_�a and ,�.alcd by .iiaiv i_ G01117al,,z, P. E. i � •
••••••
(St "due d underrreviuziJ ?VO. t !pr o. 1 1--0907. 0) • • . • • • • • • •
C. CALCULATIONS •
1. 1ncbor verification calculations and strat;tural analysis, cumplyuig with FBC 5`t' -Edition
(2014). dated ')2ih; 's ar d revi,_ on 07, 21 5, prepared b,, AI—Farooq C'orporacion, signed
.Ind . _aled by ,iavad Alunaa. P. r.
2. Ghiziug complies vrith ASTM 1,1300-09
D. QIT;VL 'TY A..i' URANCE
1. 'Miami--Uade Denartnic-t of Rcaulaton and £cvnonr.(.: �eSOLINQC (REk,).
E. IViATLRIAL C)FR'1 mCATION'5
1. voll,L of Ack-eptance i�o. 14-0916.10 is,ued to Kuraray America, Inc. for their "Kuraray
Butacite(!) PV.R Glass Interlayer" dated 04/25115, expiring on 12/11/16.
2. Notice ofAcceptaiice No. t4— 016.11 to Kuraray America. Inc. for their
"�e►ttryC:tasL IClear and Wbite) Glass tnteriaNers" dar,d 06i'I5 ;5, expiring on 0"'04/18.
F. STATEN11F.NTS
1. Sta«:t:ent letter ul.ec'ntoi-mance, coniply in, with FBC 5'I' Edition (2014) and ofno tivattcial
intcn-t, dated 02 05 i. issued by Al-Farooq Corporation, signed and sealed by Javad
,'1hp-ad, P. F
2. La7o::1tor% curnphance letter 1, r 1 est Report No. A1LSF-0913.01--10, issuec: by American
ab of S:�uth I [ ridt.. Inc., dated 071 11;1 I. signed and sealed by .(olio E. Gonzales, P. E.
t Suhmitted und,,r previlms NOA wo, 11- 090; ,03) -~)
Manuel Pere`,c, . E.
Prr duct Control I x-phiner
NOA No. 17-1018.02
Expiration Date: October 20, 2021
Approval Date: Deceinher 07, 2017
E-1
Labrador & Fundora Corp. dha V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE; SUBMITTED
G. OTHERS
1. \otice of Acceptance No. 11-0907.03, issued to Labrador & Fundora Corp. dha V & V
`(Windows for their Seriecz "100 Alurnillllm Single Hung WinHow - L.M.1.'', approved on
1v �'i, 1 ] allu uxpirill; vn 10i2{1, lb
2. NEW EVIDENCE. SUBMITTED
A. Dltk"YNGS
1. Drawing No. W l l--38, titlect " Serlt•s 100 Alum. Single Hang W ctw. (L.M.L)", sheets I
th:out`h 7 of 7. datca 07,'511 l wth rev si„ : 'F)" dl.to'd 00.2'i :prepared by Al-Farooq
IL orroration, signed L no .sealed hN, Jayad A hmad. P. F..
• • • •
B. TESTS •
.
.
. . .... sees:*00
•
• . .
•
69
C. CALCULATIONS •••••• • • •
1. A.Jv r \cllticat,k. Il :ailCalatl "!�! and �truualal a.l.aNl ;ts. C01T1ply1n;*1N'i?il FBI.: j)••j.ditioJ •
(2017), dated 0U'25 ` 1 i. prepare] by Al-Farooq Corporation, signc.Valid searQLI by Java(' •; • • •
AhP,',j, I'.l F.
• • • • •
D. QUALITY- ASSURAN- F, •.
•.....
1. Ntli,[i71-i)at.e Departinelit 1)t Re,illl.ltOr\ 3n:1 Lconi3n11C ReSUaCce� (l?•FIZ).• • • •
E. NIATERI.M, CFR'FiFfCA"1'1()NS •
1. \ot.t-e of Accehtanct, No. 16-111 7.01 issued to Kuraray America, Inc. for their "Trosifol@
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17. expiring on 07/08/19.
2. '.(,lice of Acceptanc,: No. 14-0916.11 Issued to Kuraray America, Inc. for their
"Sentry(:lasi Clear and White) Glasa I.nterlas crs" dated 06'25 ' 5, expiring on 07/04/18.
F. STaIU-fE,1;TS
1. 51 Aeil,elll kAtel of c,,IJI.I'lnance, conlltiyulg wlta F)3C 5" Edition (2014), with FBC 6" Edition
(21ji,), rind -. M- hnal-.Liat intvrc.;t, da;ea Sep(.rnbcr 25, "-2017, prepared by Al-1~arooq
sigil ,.el a1,1 scaled by Ja\ad Ahmad, P.E.
G. OTHERS
1. N, a'ce of Ac--ptance No. 15-0311 02 Ts,ued to Labrador & Fundora Corp. dba V & V
M .adow, for 0elr S�-nes "10o A uminum SIngie I1u(Tg VVl[1dON1 - L.M.1.", approved on
1 20'5 and expiring on i0/2o,ui.
Manuel 1�ef4, P. E.
Product Contlpbl F,l aminer
NOA Nt -.-1018.02
Expiration Date: October 20, 2021
Approval Date: December 07, 2017
E 7
53 1/8"
WINDOY, WIDTH
53 1/8"
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47 3/4'
I
47 3/4'
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I', 'It C'JF ""; PPP) ED MULL'O•.:; IN BETWEEN.
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Y.: _ AFPI Y TO FNTIF. SYST.M
' F"^LJ-,T AS EEEN CE'_ ;NED AND L`.TED TG COMPLY WITH
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^ 1 2B', i. " F.,,..rS 8. F'.0 FA-T-' C';S BY OTI'ERS, ML.,T LE
rn A 4STr LED AC. DL4'_0 "1 ;MY.. 1_4 AFPLIED PRL_J, LOAJS
THE Dl, _DING STI,JCTU
'F 1", 0.. RF'" ,..-NT `"- -FO AS YF ufiN u.: Of In LS
"tiD _L D "1... , I si!, CI SFEC":ED EMuEDVENT TL SAJE
-'IAL SHAL- BE he OND WALL DRESS NG OR STUCCO.
A I A0 -ILA," V YCP-ASC S USED IN D:S ;N 0= .ANCHORS INTO WOOD jNLr.
A_- o- Io_ T- _ GP '. G'.CT n•' MFTAI 'C AND NO%-r'CMPRlSF P'_E
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A AL- S:FJVG AROJND O?EI.,NG 'OP
,NFILTRA'ON RESISTANCE ETC.
CON04-ONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
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DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
2 ANCHORS AT MTG. STILE ENDS
3 A'`CHORS AT MTG. STILE ENDS
GLASS TYPE
GLASS TYPES
GLASS TYPE
GIASS TYPE
WINDOW DIMS.
'El' & 'C'
'D'
WINDOW DIMS.
'D'
WIDTH HEIGHT
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WIDTH
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NOTE:
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GLASS CAPACITIES ON THIS SHEET ARE
Z
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BASED ON ASTM E1300-09 (3 SEC. GUSTS)
FLORIDA BUILDING COMMISSION
m
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AND
DECLARATORY STATEMENT DCA05-DEC-219
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UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
2 ANCHORS AT MTG. STB.F. EVDS
3 ANCHORS AT MTG. STILE ENDS
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GLA '4 ' 0'A :'T' I ON THI' IiFFT ARE
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GLCa:ATOKI '11AALMENT DCA05-jEC-219
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W1 1-38
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2.1527147 -H I � I.
T� L .082
.937 i .Ofi2 _ 787 I \ m • 3
1.812 1.3 i 11
687
0 f
i 1 9 GLAZING BEAD1 312--
n
FRAA' HEAD
0'0- o
•y-
2 /fiM1
CZ� my
---
I
r FRAMt JAMB
,ENT ,OR C..., •_R
copy- TOP CGRNEF $
FIXED MEETING RAIL Fl -T - z !•
+ P75 — I •� �� _ V
41 + 56� I , 1I ❑.- o e
AI I .9_5 -1 r- afis I I' 'i ") a
—i--h• 0,2
2 062
937-
f1J' ! 3. r 54-iL
`TENT TOP RAIL _ 2 FRAME SILL I 7
1.775
-- .948---
,0FnFl
LJ25 - .r ••• ••• • • • • • •• cp�on
!TTO
- 957
a pW a.CO.. • • • • • • • f.i iE--L SI CUt
•• ••• •• • • • •• :a`' '
` VENT BOi.OM RAIL i
VENT ELTTCM COFNEk00
1.475
T ��I�� !� �� i 313 _ i
1�.C:2 I • • • • •• •+i Ali �i��e, • "�'
_I--�-J I • • • • • . • • {�i�t; •� t • � 1.
—A.eo,N t x a t x a t �W11-38
VENT SIDE RAIL !� STD05MU6LION a0 CUSfiTQOfi sheet 6 of
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MINLION LOAD CAPACITY - PSF
2 ANCHORS a ANCHORS UN —CLIPPED MULLIONS
AT EACH SIDE OF MULL AT EACH SIDE OF HULL
I X 1 1 X 4 1 X 4 1 X 4
WINDOW DIMS. STD. MULL CUSTOM MLu SID. MULL CUSTOM ML.0
EXT(+) EXT.(r) EXT.(+) EXT.(+)
N1DTH (W) L�-'CFI (L) INT.(-) IN,.(-) INT.(-) INT.(-)
9. 1/8" 1 1200 1-1 ) 12^D
31 5,'8' '.G - _ r .20.0 20.J
5 —
421^ ° 20' 129 -
•4F. 1- ) — , '2^ —1 42" .- 0
48
3.
25-12 i 1 ) 120D 123.0
1201 120.0 i
GC"
III 4; "` - 120 J 120.D
41" ''1 1: 0
'9-1/8 ,iJ; 20.0 120.0 120.0
26-1/2" ,2D.J 120.0 120.0 120.0
3- ) 1200 1-1.0
42" V j 1. --,AL ANCHORS
53 '8. ' I �' 12':.0 122
IC-
A—,
37- '19 5•43 1: -0
42*
1 r _ ( i �.. Fey` III,•
i• 37 h 5 C'• 5 121) t 120-0-
I r_ _ T; I lc^,
T•TAj. I'RI'ERTIES
1. = 3.2036 ..a
Ss = 1.6018 Io ,3
NOTES:
-.'E CHART DN T✓S S' LET FOR EDL BY SICE CONNECTION
�;Aoqr— OF W:NDfW !.!:'LI'1N.
H I" N -..I AP" 'Y EF IEF-- & t
LON'cR Vh : .,.;M S-EPS 1 OR 2 Wnu APPLY TO
IN •F SYS7E.4.
2 OR 3 ANCHORS
AT EACH SIDE OF MULLION
SEE CHART FOR CAPACITY
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