HomeMy WebLinkAboutNOATHESE PLANS
ARE SUBJECT
REQUIRED BY
APR 2 4 2018 I -DADS COUNTY
PRODU T CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESO �unty, Pert t ' 0 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION 2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Lawson Industries, Street CONCEALED FILE COPY
8501 NW 90 Street CONCEALED FASTENERS OR ATTACHMENTS
M_edley,FL33166 ARE THE RESPONSIBILITY OF THE
SCOPE: CONTRACTOR OR RECORD
This NOA is being issued under the applicable rules and regulations goveming 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' he 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
DESCRIPTION: Series"4000/ 6000 Flange & Fin Frame" Aluminum Fixed Window-ri.
¢i++o er An rn 1r T ennui &Fin
' •t G000 Ol Rev F titled Series 4000/ Fnnn Ft
Frame Aluminum Fixed Windows", sheets 01 through 12 of 12, dated 12/20/02 and last revised on NOV 21,
2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade
Coun t Control Revision stamp with the Notice of Accepta er an by the
liami-Dade County ro _
)MISSILE IMPACT RATING: None: Approved Ffurricaue Protection Devices Complying w/ FBC ,
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 in the applicable building code negatively affecting the performance of this product
T ER°AIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 14-0908.19 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Ish/aq 1. Chanda, P. E.
�` ��t�*t7t 80q,e fQ "1 0 NOA No. 17-1212.11
MIAMtDAD� a URY Eapiratior. Date: May 08, 2015
ST. LUCIE COUNTY BUILDING DIVISION Approval Date: February 01, 2018
REVIEWED FOR COMPLIANCE Page 1
REVIEWE /t
PLANS AND PERMIT MUST BE KEPT�6N JOB
SITE OR NO INSPECTION(S) WILL BE MADE
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRANVINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09-0825.09)
2. Drawing No. L--4000/ 6000.01, titled "Series 4000/ 6000 Flange & Fin Frame
Aluminum Fixed Windows", sheets 01 through 12 of 12, dated 12/20/02, with revision
"E" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Soros,
P. E.
B. TESTS
1. 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
fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No.
IIETI-09 2604, dated 08/14/09, signed and sealed by Candido F. Font, P. E.
(Submitted under N.OA No.09-0825.09)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94
31 Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC TAS 202-94
along with marked —up drawings and installation diagram of an aluminum
fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL —3619, dated 11/27/02 and FTL-3627 dated 11/27/02, signed and sealed by
Joseph C. Chan, P. E.
(Submitted under NOA No. 03-0128.06)
3. 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
Eked windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-3620, dated 11/27/02, FTIr3621, dated 11/27102, FTL-3622, dated 11/27/02,
FTL-3623, dated 11/27/02, FTL-3624, dated 11/27/02, FTir-3625, dated 11/27/02,
FTL -3626, dated 11/27/02, all signed and sealed by Joseph C. Chan, P. E.
(Submitted under NOANo. 03-0128.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by manufacturer, dated 08./15/09, signed and sealed by Thomas J. Solos,
P E
(Submitted under previous NOA_ No. 12-0127.22)
2. Glazing complies with ASTM F1300-9S/ 09.
Isbaq 1: Cbanda, P. E.
Product Control Examiner
NOA No.17-1212.11
Expiration Date: May 08, 2018
Approval Date: February Ol, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 to and complying with FBC 5th Edition (2014),
issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Soros, P. E.
2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed
and sealed by Thomas J. Soros, P. E.
(Submitted under previous NOA No. 12-0127.22)
4. Statement letter of no financial interest, dated 08/13/09, signed and sealed by Thomas
J. Soros, P. E.
(Submitted under previous NOR No. 09-0825.09)
5. Laboratory compliance letter for Test Report No. HETI-09-2604, dated 08/14/09,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F.
Font, P. E.
(Submitted under NOA No. 0 9-0825.0 9)
6. Laboratory compliance letter for Test Reports No.'s FTL-3620, dated 11/27/02,
FTL-3621, dated 11/27/02, FTL-3622, dated 11/27/02, FTL-3623, dated 11/27/02,
FTL-3624, dated 11/27/02, FTL-3625, dated 11/27/02, FTL-3626, dated
11/27/02,FTL-3619, dated 11/27/02, FTL-36627 dated 11/27/02, all issued by
Fenestration Testing Laboratory, Inc., signed and sealed by Joseph C. Chan, P. E.
(Submitted under NOA No. 03-0128.06)
G. OTHERS
1. Notice of Acceptance No. 134220.05, issued to Lawson Industries, Inc. for their
Series "4000/ 6000 Aluminum Fixed Window — N. L", approved on 04/25/13 and
expiring on 05/08/18.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. FD-1075.2 Rev #C, titled "La Porte", Outswing French Door", sheets i
through 6 of 6, prepared by the manufacturer, dated 05/05/99 and last revised on NOV 21,
2017, signed and sealed by Thomas J. Soros, P.E.
Note: This revision consist of editorial changes of FBC 17 (6`s Edition) code compliance.
Is'haq L Chanda, F. E.
Product Control Examiner
NOA No. 17-1212.11
Expiration Date: May 08, 2018
Approval Date: February 01, 2018
E-2
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. Test
1. None.
C. CALCULATIONS
1. None
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 to FBC 2017 (bth Edition) aad "No financial_ interest'
dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
H. OTI3ER
1. This NOA m-ices # 14-0908.19, exnirins 05/08/18.
lsha,t1. Chanda, P. E_
Product Control Examiner
NOA No.17-1212.11
Expiration Date: May 08, 2018
Approval Date: Fehr uary01, 2018
E-3
ANCHOR/CLIP
GLAZING
PRODUCT
ANCHOR/CLIP HORIZONTAL MULLION
\
t
i
l
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
2
PRODUCT
PRODUCT
PRODUCT
Z
ANCHOR/CLI
%
W1
4t
2 MULLIONSPAN
'•I
W]
WIDTH (W) - wt + W2 + W]
2
GLAZING j GLAZING
PRODUCT Ii PRODUCT
ANCHOR/CLIP
-HORIZONTAL. MULLION
GLAZING
PRODUCT
3
GLAZING
GLAZING
PRODUCT
PRODUCT
z
oz
3
VERTICAL
��
MULLION
ANCHOR/CLIP
W7 `...
! 12
MULLION SPAN
w1 + w2 WIDTH (W) wl + W2
z z
TYPICAL MULLION ARRANGEMENTS
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED • IMPACT AND NON -IMPACT PRODUCTS,
ZONTAL MULLION
RECTANGULAR A UM
USING MULLION PROPERTIES ONLY
GENERAL NOTES:'
t. THIS PROD S BEEN DESIGNED i QMPLY WITH THE
RFOUIREME THE RORID.a BBILDIND CODE (201 <-SIM1 EEL' n k 201>-61M1
+ n
Edit LUDING HIGH V0.0CITY HURRICANE ZONE (HVHZ).
3
2. ALL GUZINC PRODUCTS USED WITH THESE MULLIONS MUST T THE
APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS IX: WINO LOAD,TER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
II
J. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATION
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED,
3
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
F
05.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHORS
EMBEDMENT TO BABE MAIERI0. SHALL BE BEYGNp WALL DRESSING OR STUCCO.
3
6. ANCHORING OR LOAOING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
7..A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
B. MATERIALS INCLUDING BUT NOT UNITED TO STEEL OR METAL E S,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 5 MEET
THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SE 200.1.8.4.
MULLION & CLIP NOT
FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
2. FOR MULLIONS WITH STEEL REINFORCEMENT- REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
3 6• 7, 8, a:9 OF 10 FOR DETAILS AND NOTES.
+ H ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
3
II
3
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ftpf.No 14 -I-1212.2
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2X MULLION CLIP
606J-T6
I MULLION CLIP
6063-T6
MIN.
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DPnoNAL
r/'L' `
PRO
OPTIONµ
ANGLE CLIP
6C63-T6
TIL—_ azs
.062J s60
4,0p0 Ily
DOUG
2 % 4 TYPICAL
STD. TUBE WINDOW FRAME
MULLIO L
I
.IBBr .102 (-Lpppi
IF1062 LHIS
2% 6 1 X 4 1 X 3
BiS CUSTOM MULLION CUSTOM M III ION
Ml1 10N 6063-r6 6063-16
Ixx: 2.070 in: Ixx: 1.D00 in
_2p�JSxx: 1,035 ink Sxx: 0.557 TO
(rTA (RN FRAME)
STANDARD TUBULAR 6HAPES r-2p00
—TIN. WALL - .111 ALL
ALLOY . fi06J-06 �I
TYPICAL
'LAZING PRODUCT
MULLIONS CONTAINING
HORIZONTAL OR VERT(CA
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MULL
L"
1 X 2
1.608'
1 X 3
2.688'
1 X 4
3.688-
2 X 4
3,688'
2 X 6
5.688-
ARE
HERE ANGLES ARE NOT FIT SNUG
TUBE MULLIONS, SEE OPTIONAL
OR DETAIL AT SHEET 9 OF 10.
2 X 6 11 It 1 11 2 X 4
STD. TUBE MULLION STD. TUBE MULLION
6063-T6 6063-T6
Ixx: 8.280 in. Ixx: 2,980 in.
Sxx: 2.760 inJ Sxx: 1.490 in?
INSTRUCTIONS'
USE CINRTS AND ORANHS AS FOLLOWS.
STEP I DETERMINE DESIGN LOAD REOUAEO FOR PARTCUWi OPENING.
iSTFT PP 77 USE APPRDKD GLAZING PRODUCTS MEETING ABOME WAD
REOUIREMENi3.
STEP 3 USE CONNEQION TO NUUNOx AS PER PRODUCT
APPROVAL.
STEP q4 SPECIFY MA%INI1N SHIM $PACING.
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE
STEP
3A WITH DESIGN RARING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABWE.
USING ANCHOR NFES ON SHEET 6 TNRU s AND ANCHOR CHARTS
STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I AEONS.
0� 62
24 u IN C i
b IN 1.9p0 M, 1 r4 q xo
L IISOD
.1193;p022.p62
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1961
�.102-¢000�1 .196r�.OT6 �. a
IA62 1.100 y
1 X 3 1 X 2 1 X 2 Z w o 1
CUSTOM MULLION CUSTOM MUI LION CUSTOM MULLION j GO r ..1
6063-T6 6063-TS 6053-76 C F NT
Ixx: 0.950 in; Ixx: 0,370 in: Ixx: 0.330 in. l
Sxx: 0.633 1n? Sxx: 0,370 ins Sxx: 0.330 in'FLANGE FRAME) (FIN FRAME) (FIANCE FRAME)Lepn�( qAnIb6 FNFa1.I2s ,CNIDO
BertI2sa�ID
x.po0 I az9 y
ILL 20pp
. N ? w
Xw^d e ddSTBM U LL10STD. TURF MUI IO606J-16 6063-T6 6063-T6 h
Ixx: 2.070 in: Ixx: 0.950 in Ixx: 0.330 in u
Sxx: 1.035 in! Sxx: 0,633 in° Sxx: 0.330 in'
RECTANGULAR ALUMIN M TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE .MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
NOTES:
1. REFER TO THE GENERAL NOTES ON SHEET
I OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
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2 x 6 1062 Llasx-V 1% 3 lae6 x j u
TO TIIR 1 X 4 STD. TUB M ION 1 x 3 R a s
MULLION STOMX 4 ION STO TURF MUIIION 1 x 3 606346 CUSTOM MULLION x 2
6053MTB 6963-i6 CUSTOM MULLION 6063-i6 GO S
606J-L6 Ixx: 2.168 in 6"' q f ,-
IXx: 4JO9 in: I%x: 4.709 in: IXX: 2.1fi8 in I.%: 2.218 in
S%%: 2.SS5 ink Sxx: 2.355 ink Sxx: 1.445 Ind SXX: 1.445 ink Sx%: 1,429 ink
-2000�1 (FLAN E) (FLANGE FRAME) (FIN FRAME) ®I
STANDARD TUBULAR SHAPES I� O � Ra fp
-TYP. WALL - .125 ALL I 2.000 �% N
ALLOY - 6063-T6 r�iLAZINtGL4ZIN6 PROYUCi2000V3 :2[T�
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SYS. Y
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MULLIONS CONTAININ
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MULL
'L'
1 X 2
1.688'
1 X 3
RABBI
I % 4
3.689'
2,X 4
3.688'
2 X'6
5.6BB'
'S ARE NOT FIT SNUG
.IONS. SEE OPTIONAL
AT SHEET 9 OF 10.
PRODUCIBEVEM
4vfOe� OrPyvN4lk"Row
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8
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2 x 6
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1063-16
606]-ifi
IxX:19.648 in:
IXx: 7.649 M
SAS: 6.549 ini
Sxx: 3.825 ink
RECTANGULAR Al UMINUM TUBE MULLION
it
USING MULLION PROPERTIES ONLY
USE C T`D GROLLOWS.
DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING.
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI—DARE
USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
COUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS,
REGUIREMEMS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL,
NOTES'
SPECIFY MA%IMOM SHIM SPACING.
1. REFER TO THE GENERAL NOTES ON SHEET
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
1 OF 10 FOR BUILDING CODE COMPLIANCE.
.TH O[SrGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 MI
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
USING ANCHOR TYPES ON SHEET 6 THRU 9 .0 ANCHOR CHARTS
HORIZONTALLY.
ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
MORE TNAr THE OESION LOADS SPECIFIEDIN STEP I ABOE.
ARRANGEMENTS OR STACK CONFIGURATIONS.
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A i / ICJ 0 MEDLEY, FLORIDA 33166
C C"li—./ I9c 5111 Eamon (2014
T DUST• xEs, Xzvc. PH No. (305) 696-8660
D, MC 6N Eamon (2017)
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
w m
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N. eEAzo
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ALUMINUM TUBE MULLIONS
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ANCHOR/CLIP TYPES, INSTALLATION DETAILS, AND GENERAL NOTES
•
-,_LAN-NL-IOOI a oP m
°'c'
IN. EDGE GIST. 5/10• TAPCONS
16' CONCRETE OR 1_3/4' MIN. NEED INTO MASONRY 3-3/4-
HOLLOW BLOCK • TOTAL (T ON WH INE) MIN.
1 1 I it
rI MIN. hA er 2.6 Mun 1
r
r i i 3K][ 1/41"
L _J LJ Li ALVY AVEI£
i I 1
I i
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINt OR
WATER -WHITE METHACRYLATE 1ACOUER.
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
t3/4"TinKlAt
A
IT I II 1/8"
UY M'GLE
IFTNIAI
MIN.. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BLOCK
n
N
I I
OR CEMENT BLOCK
CLIP LENGTH
MULL
L"
1 % 2
LASE'
1 % 3
BASE.
I % 4
3.688'
2 % 4
3.688'
2 % 6
5.688'
I. ALL CLIPS AND ANGLES ME TO FIT
SrvUG INTO TUBE MULLIONS.
2. WHERE ANGLES PRE NOT FIT SNUG
INTO TUBE MULLIONS. SEE OPTIONAL
ANCHOR DETAIL AT SHEET 8 OF 10.
e
ANCHORS TYPE '1s
METAL TO METAL CONNECTION M
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
ALL CUPS AND .ITO FIT SNUG
MULLIONS
/
INTO TURF MUONS.
TAPCONS MAY BE HE% OR TEAT HEAP.
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7
MIAMI DADE MIAMI-DADE COUNTY, FLORMA
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVIS[ON 786 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)CEIVED RE-Nkww.mJamidade.gov/econom
Lawson Industries, Inc.
8501 NW 90' Street APR 2 4 2018
Medley, FL 33166 LLucle COwn
SCOPE: ty, Permitting
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 A14J 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,
inchuliRe- - .r:_ �' 1 city Hurricane Zone. _
Series "SGD-9000 Dry Glazed" 8'0" Aluminum Sliding Glass Door— N.
pROVAL DOCTTMFNT• era...;"" TSB T 9000-0901 Rev C titled "Se ' mum Sliding
Glass Door (N.I.) No Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated
06/04/09 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —
Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date
MISSILE IMPACT RATING: None: Approved ,cane Protection Devices Complying C , as
applicable, are required.
2. Applicable door egress requirement to be reviewed by Building official
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 in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/ or manufacture of the product or process. Misuse of this NOA-as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 17-0608.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as
approval document mentioned above. �—
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No_ 17-1212.06
Expiration Date: August 26, 2022
Approval Date: January25, 2018
,`�l
\\\�
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 99-0517.05 and 09- 0706.07)
2. Drawing No. L90004901, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.)
No Steel Reinforcement', sheets 01 through 08 of 08, prepared by manufacturer, dated
- 06/04/09, with the latest revision `B", dated 12/19/14, signed and sealed by Thomas J.
Solos, P. E.
B. TESTS
1. Test reports 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 Reports No.'s
HETI-09-2534 and HETI48-2176, dated 05/05/09, both signed and sealed by Candido
F. Font, P. E. (Submitted underNOA No. 09-0706.07)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 842-04
along with marked -up drawings and installation diagram of an Aluminum Sliding
Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTIr-2019, FTL-2021, FTL-2023, FTIr2024, FTIr2025, FTL-2028, FT"029
and FTL-2030, dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E.
(Submitted under NOA No. 99-0517.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared by
Lawson Industries, Inc., dated 04/28/15, signed and sealed by Thomas J. Solos, P. E.
(Submitted under previous NOA No. 14-0908.03).
2. Glazing complies with ASTM E130044109
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-
75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. a division
of Mexichem SAB de CV, LLC
Ist 1.LL,.-�-
Tsbaq 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.06
Expiration Date: August 26, 2022
Approval Date: January 25, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 51 Edition (2014), issued by
manufacturer, dated 05/24/17, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letter of no financial dtd 01/22/09, signed and sealed by Thomas J_ Sotos, P. E.
(Submitted under NOA No. 09-0706.07)
3. Laboratory compliance letter for Test Report No.'s HETI-09-2534 and HETI48-
2176, issued by Hurricane Engineering & Testing, Inc., dated 05/05/09, signed and sealed
by Candido F. Font, P. E.
(Submitted under NOA No. 09-0706.07)
4. Proposal No. 08-0591, issued by Product Control, dated 07/15/08, signed by Renzo
Narciso.
(Submitted under NOA No. 12-1204.12)
5. Laboratory compliance letter for Test Reports No.'s FTL-2019, FTL-2021, FTL-
2023, FTL-2024, FTL-2025, FTL-2028, FTL-2029 and FTL -2030, issued by
Fenestration Testing Laboratory, Inc., dated 01/04/99, all signed and sealed by Gilbert
Diamond, P. E.
(Submitted under NOA No. 99-051 Z 05)
6. Proposal issued by Product Control, dated 04/14/98, signed by Jaime D. Gascon, P. E.
(Submitted under NOA No. 99-0517.05)
G. OTHERS
1. Notice of Acceptance No. 14-0908.03, issued to Lawson Industries, Inc. for their Series
"SDG-9000 8'0" Aluminum Sliding Glass Door w/o Reinforcement - N.I.", approved
on 05/07/15 and expiring on 08/26/17.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L9000-0901 Rev C, titled "Series SGD-9000 Aluminum Sliding Glass Door
(N.I.) No Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated
06/04/09 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P. E.
Note: This revision consist of editorial changes of FBC 17 (6' Edition) code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
shaq I. Chanda, P. E.
Product Control Examiner
NOA No.17-1212.06
Expiration Date: August 26, 2022
Approval Date: January 25, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (0 Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
H. OTHER
1. This NOA revises # 17-0608.05, expiring 08/26/22.
, ,--) `- L1, � �,--
Ishaq L Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.06
Expiration Date: August 26, 2022
Approval Date: January 25,2018
E-3
243 1/4'
DOOR WIDTH CLUSTER OF
6" MAX. TYR
6"
A
10" MAX.
M
HEAD/SILL
4 ANCHORS
AT STILE ENDS
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HEAD/SILL CORNERS
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j{PANEL
WIDTH
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WIDTH
61 ]/B"PANEL
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ALUMINUM
SLIDING GLASS DOOR"''°"
NOTES:lcL
SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF
DESIRED PANEL SIZE.
N uIPW pmal¢t C'm1�e1
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A
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEUREQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-S1n EDITION&
2Dn-61n EPGon).WOODS
BO
OTHE S. MUST BE ANCHORED PROPERLY TO TRANSFERANCHORS
THE
SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORSEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
DOORS NOi RATED FDR IMPACTANCHORING
NDT PART OF THIS APPROVAL.SHUTTERS
INSTALLATION OF THIS PRODUCT REQUIRES THE USE OF APPROVEDARE
OTCOMPLYING
OR EXTERNAL PROTECTION DEVICES
-
WITH HVHZ REQUIREMENTS.F,fllfll+l++Yj�
5/6•TEMP. INSULATED CIASSON
4%6PANELS OR SMALLERE
i
5] Si9•.
- Sp-
DESIGN LOAD CAPACITY - PSF
PANEL WIDTH
NOMINAL
FT./N,
DOOR HEIGHT
FT,/IN.
DOORS WITH 2 PANELS ONLY (3/16" TEMP. CLASS
1-3/4" SILL
2-1/4" SILL
2-1/2" SILL
3"
SI L
EXT. MINi.
(-)
EXT. (+)
INi. (-)
EXT. (+)
INi, (-)
EXT.
-)
2/0
2/6
a/0
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407
893
16.7
89.1
61,3
89.1
64.5
89J
40,7
56.
63.3
753
5.3
40.1
66.
66.2
56]
66.2
66.
63.3
66.2
6.5
6
40.7
55.4
55.4
55.4
55.4
55.4
5.4
40.7
49.9
49.9
49,9
49.9
49.9
49.9
49.9
2/0
2/6
}/D
D
9/0
40.7
72.2
56,7
72.2
63.3
72.2
64,5
72.2
4C.7
60,4
56.7
60.4
60.4
60.4
604
606
40.7
12.5
52.5
52.5
52.5
52.5
40.7
41,0
43.0
43.0
43.0
410
2/6
9/0
40.7
54.3
54.3
54.3
54.3
54,3
54,3
5t
40.7
94.J
46.}
44.3
44.3
d4.}
44.3
463
5/8" TEMP. INSULATED GLASS MAY BE USED IN 4X8' PANELS OR SMALLER.
GLASS CAPACITIES ON THESE GNARLS ARE BASED ON
ASTM E1300-98 (60 SEC, WIND)
THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES
WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATI(((
SHOWN ON SHEETS 4 AND 6, I.E. XX, ON. X0, XXX, ONO, OXXO. /
AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: //
XXP, PXX, XXXP, PXXX, XXXXP, PXXXX, PXXXXP
OXXXP, pXXXO
ITQN I
PART f
QUANTITY
DESCRIPTION
MATERIAL
MANF./6UPPUER/REMARKS
I
L-9001
I
FRAME HEAD (2 TRACK)
6063-T6 ALUM,
PROFILE
2
L-9002
1
FRAME SILL (2 TRACK)
1063-i6 ALUM.
PROf1LE
3
L-900J
2
FRAME JAMB (2 TRACK)
6063-i5 ALUM.
PROFILE
<
L-9004
I/ PANEL
PANEL TOP RAIL
6063-TS ALUM,
PROFILE
5
L-9005
I/.PANEL
PANEL BOTTOM FAIL
6063-T5 ALUM.
PROFILE
6
L-9006
AS REGO
LOCK STILE / FIXED STILE
606J-T5 ALUM.
PROFILE
7
L-9007
AS FOOD.
SINGLE INTERLOCK SRLE
6063-T5 ALUM,
PROFILE
1 5
L-9008
AS REGO
ASTRAGAL STILE
6053-T6 ALUM.
PROFILE
9
L-9013
AS REDO.
3/16' GLAZING CHANNEL
TEAN PLASTICS Inc.
See Moleriol Compo9ilion O SM1eel B
10
FS-011
4/ PANEL
PANEL ASS'Y SCREW 0 TOP RAIL
/10 . 5/0" P.H. - PHILLIPS
11
FS-034
2/ PANEL
PANEL 0.4'Y SCREW O BOTTOM RAIL
#10-24 K 1' P.H,-PHIL./ "T"
12
FS-026
6
FRAME ASSEMBLY SCREW
-
NB K 7/I6' PH-PHIL / SMS
13
7519-6001-7
AS ROOD.
PILE Wn P. O JAMB/ASTRAGAL
-
(0.I87"n.. 0.200T,)-Salno,l
14
7524-6001-6
AS ROOD.
PILE WTS'P. 0 TOP RAILS
(O.IB]Y. x 0.250"h.)-Schlegel
15
7529-1001-1
AS RE00.
PILE WTS'P. 0 OC70M RAILS
(0,187'.. x 0.300'L.)-Schlegel
15
7520-5001-7
AS RE00,
PILE WTS'P. O INTERLOCKS
-
1 (OJOYp.. 0.210"n.)-Schlegel
17
AS REDD.
SILL RISER
6063-i5 ALUM.
I SILICONEO IN PLACE
18
L-9010
J OR 4
FiKED PANEL JAMB CLIP
6D63-TS kUM,
GW-27153
19
FS-029
1/ CLIP
FIMED PANEL CLIP SCREW
-
YS X 5/8" PH. -PHI / 505
20
AR-001
1
FIXED INTERLOCK ANGLE
6063-TS ALUM.
3'x 1 l/Vx 19/I6'x 1/B•
21
AR-00202
1
MONN4 INTERLOCK ANGLE/CLIP
606J-T5 ALUM,
I 1/2' K 1/4" X 2' X 1/B'
22
L-92
1
ASTRAGAL RETAINER NP
606]-Ifi ALUM,
pF-10798
27
OPTIONAL
SCREEN JAMB ADAPTER
6063-i6 Al
-
20
L-9025
1
FRAME HSAO (3 TRACK)
6063-i6 ALUM.
29
L-9029
I
FRAME SILL (3 TRACK)
6063-76 ALUM.
-
30
L-9030
2
FRAME JM1B (] TRACK)
606J-LS PWM,
-
JI
L-9031
AS REOD.
DOUBLE INTERLOCK STILE
6063-i6 X.M.
OPTIONAL
32
10710
2/ PANEL
PANEL i0P MIL NYLON OUIDE
Si601 Nylon 6-6
Molded Nylon- Fa ell M scale: 79
33
10720
2/ PANEL
PANEL Sol RAIL NYLON GUIDE
9801 Nylon 6-6
Molded Nylon- Rock,e11 M SCale: 79
34
HW4-WHL
2/ PANEL
PANEL 91NGLE ROLLER
6 COMPONENT - ASS'Y 150
J5
HC-OJB
AS REO'0.
DOOR LOCK ASSEMBLY
IM, k EXT. PULLS, CAM, KEEPER
36
LII-109A
I/ PANEL
5/8' INSULATED PANEL TOP MIL
6063-T6 ALUM.
PROFILE
37
LII-I IM
I PANEL
5/0" INSULATED PANEL B070M MIL
5053-T5 ALUM.
PROFILE
38
LII-IOS
I/ PANEL
5/0' INSULATED PANEL LOCK STILE
6053-T6 ALUM.
PROFILE
39
Ul-Otl3
I/ PANEL
5/B' INSULATED PANEL INTERLOCK
6063-T6 ALUM.
PROFILE
40
LII-163
I/ PANEL
5/8' INSU{ATED PANEL ASTRAGAL
6063-L6 PLUM.
PROFILE
41
1-1OMD3
AS DOWD.
POCKET ODOR NMB HOOK
60fi3-T6 AlUM,
PROFILE
42
L-9045 I
AS REO'D.
5/8 INSUU7E0 LIAZING CHANNEL
TEAM PLASTICS In
See Mole6al Composilien O Shael 6
43
BI-25H-357
AS REO'0.
TruSent' Owa Seal Swiggla Spacer
Block - 1/4" AM1 Sooce
3/16 TEMP, TEMP. CUSS
II
= ce
n
:D
cl A
n
TEMP. GLASS
kRODUCPRZVIE
pl%I.DVIIKir ETIRY6
BOORK Ba4R
space AettPl.ett N. - 21Z.06
2 Bpi9.0ee Otte
N IL- 1. u ,s_
L.m Cw29Y
5/e TEMP INSULATED GLAZING DETAIL
FOR SPACING
'Y :IN. • Q IN R E [O) I'
MIN ly
IYP: .
Q
I
L
1 vL•
low. Waco!
a.
Non -Shrunk. Nan-Malalk
Groin of IN-- S Nei
y TYPICAL ANCHORS
IN PAIRS
SEE ELEV. FOR SPACING
IS IN PAIRS TYPICAL ANCHORS IN PMRS
SPACING SCE CLLV. FOR SPACING
riWOOD BUCKS AND METAL STRUCTURES NOi BY SON IND.
MUST SUPPORT LOADS IMPOSED BY GIAZING SYSTEM JD
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS ( SEE ELEV. FOR SPACING )
1/4" DIA TAPCONS Ov IM RBLDEk fN= 00 Kti F= 1 +1
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE p
1-3/8' MIN. PENETRATION INTO WOOD
THRU IBY WOOD BUCKS INTO MASONRY OR CONIC.
1-1/4" MIN. EMBED INTO MASONRY OR CONC.
DIRECTLY INTO CONCRETE OR MASONRY
1-1/4- MIN. EMBED INTO CONCRETE OR MASONRY
.914 EMS OR SELF DRILLING SCREWS - GRADE S
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. THICK, - 0.10E' (Fy = 36 KSI MIN.
INUM I/6 IHK. MIN. (6063-TS MIN.)
INTO MVMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8')
(NO SHIM SPACE)
TYPICAL EDGE DISTANCES
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
TO INTO WOOD STRUCTURE = I' MIN. (OR AS SHOWN)
INTO METAL STRUCTURE - 3/4' MIN.
SUBSTRATES:
WOOD BUCK (P.T.) AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD. SILL OR JAMBS F'C - 3000 PSI MIN,
C-90 GROUT / FILLED BLOCK AT JAMBS F'm - 2000 PSI MIN.
SEALANTS:
ALL FRAME AND PANEL JOINT. WSTALIATION SCREWS AND
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEAIANT.
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SILL RISER
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,■
i
4
RECEIVED
MIAMI-DADE MIA1.II-DADS COUNTY
g PRO UCT CONTROL SECTION'
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR (RER) APR 2 4 2018 J315-2590
05 SW 25 Seeet, Room 20S
BOARD AND CODE ADMINISTRATIONDMT (78 r` (786) 315-2i99
NOTICE OF ACCEPTANCE (NOA ST- Lucie County, permittingv.miamidade ov/economy
Lawson Industries, Ina
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) reserve the right to 1a�-e this
product or material tested for quality assurance purposes: If this product or material fails to perform in the 2(--znted
manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, mod: or
suspend the use of such product or material wihin their jurisdiction. RER reserves ibe right to revok= t_1is
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material £z?'s to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been o comp ' the Florida Building Ccce-
Clipped Extruded Aluminum Tube Mullion w/ and w/o
APPROVAL DOCUMENT: Drawing No. LAW-1�II-1001 Rev D, titled "Aluminum Tune Mullio " sheets i
through 10 c 7 •atr' t ^/77/10 and last rev c rl N -)V 21 2017 prepared by manufac and sealed bti
Thomas J- Soros, P_E., bearing the Miami -Dade County Product Control Revision s-a:np with the Notice of
Acceptance number an ex the Miami -Dade County Product Control Section -
MISSILE IMPACT RATING: Large and Small - t Resistant
Limitations:
n-reinforced mullion tributary width («) NS span and type in sheet 3. , 'nfo.:ed mullion tributary
width (W) V ,, e in sheet 5. See mullion types and properties in sheets _
2. See clip anchors type selection m s e
3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be
reviewed by AIIJ.
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 in the applicable building code negatively affecting the performance of this product.
TERACNATION 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 NTOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida and foliowd bti' _t
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 \OA shall be provided to the user by the manufacturer or its distributor, and
shall be available for inspection at the icb site at the request cf the Building Official. _
This NOA revises NOA No.17-0222.13 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as
approval document mentioned above_
The submitted documentation was r�aev.ed by Ishaq L Chanda, P.E.
o. 17-1212.2A
n3a..u.,'auecourtrr r_�X2
ation Date: May 30, 2018
:e r
Date- Februa �01 2018
p r3
Pagel
`trLU\
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files.
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 & 95-
1212.09)
2. Drawing No. LAW-NM-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10,
dated 04/27/10, with revision C dated 02/16/17, 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 by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per
ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
2. Test report on: 1) Uniform Static Au Pressure Test, Loading per FBC, TAS 202-94-
along with marked -up drawings and installation diagram of 120" span aluminum tube mullions
with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc.,
Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,
P.E.(Submided under NOA No. 02-0501.05)
3. 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" 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) 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 an aluminum sliding glass door,
prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/2 7/02, 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.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. DrOz-Seda, P.E.
(Submitted underNOANo. 02-0501.05)
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. FTL-1383, dated 02/13/96, signed
and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212)
'rill-!), .
Ishdq I. Chanda, P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 3o, 2018
Approval Date: February 01, 201E
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared
by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by
Thomas J. Sotos, P.E.(Suhmitted 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 5" Edition (2014), dated February
17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J.
Sotos, P.E. (Submitted under NOA No. 12-0127.07)
3. Laboratory compliance letter for Test Reports No. HETI-02-1714, 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-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383,
dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by
Gilbert Diamond, P.E.(Submitted under NOA No. 02-0501.05)
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. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped
Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.L", approved on
11/06/14 and expiring on 05/30/17.
2. One year approval, subjected to successful verification test.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of
10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E.
Note: This revision consist of editorial changes of FBC 17 (6 s Edition) code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
E-2
�, i (JU "-1,
Is aq I. CChanda, P.E.
Product Control Examiner
NOA No. 17-1212.24
Expiration Date: May 30, 2018
Approval Date: .February 01, 2018
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 to FBC 2017 (61h Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer (Submitted under file #
17-0222.13)
G. OTHER
1. Tbis NOA conditionally revises # 17-0222.13, expiring 05/30/18, subjected to successful
verification test.
�SL'H l.(�-__"_
Ish q 1. Chanda, P.E.
Product Control Examiner
NOA No. 17-1212.24
Expiration Date: May 30, 2018
Approval Date: February 01, 2018
E-3
I
WINDOW MIPWINDOW WIGHi
WINDOW
IN
�iL LLrL EG Xi. X�
VIN➢UV VI➢IN WINDOW V[9iX --V VI➢iN MOON
NAIF�ROINO� Ft 1NATION ARCNEO PICIIIflE WIHWW LEGGED NF BROW FI Nd110N HE%AGON TYPICAL it
Ir.._. __
VIxWV NEILN WINDOW NE144i
L Ll:� Ir L i
WIDTH _ �IDM WINDOW VNiX INDO
OCTAGON TYPICAL ELNATON OULARTFR-ROUND D N1MN 'E-UPTIGL' TYPICAL SUEMnON MI l ROUND TYPICAL. ELEVATION
LI-- F-1- 1
WINDOW NEILWINDOW NEIGHT WINDOW MEIG WINDOW MEIONT
N '
1
WINDOW WIDTH WINDOW vmix vw➢Ov vIDrH WINDOW
RFCTANGUII AR MrAI FI EVAl1ON SOUAAE PICTURE WNDOW FINA110 QUARTER -ROUND ELEVATION ONAL TYPICAL EVATICN
-_ ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE
j: VERIFIED BY INSCRIBING PICTURE WNOOW SHAPE WITHIN A SQUARE OR
�1 RECTANGLE, AS SHOW IN DOTTED UNES AND OBTAINING ALLOWABLE
II LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS
WINDOW iSTGM
WINDOW HEIGHT L L� T. DESCRIBED HEREIN FOR SIZE AND SPACING.
LVWDDV VIDTX VINODV NDID
WINDOWS TO BE PROTECTED TIFFS
DADE COUNTY APPROVED
RECTANC.UTAR MICAI FNATON SQUARE PICTURE WINDOW ELEVATION " IMPACT RESISTANT SHUTTERS
W � 0tl4:abJd:.'IAJ
0 B J•'5. I NMPIon Notes:
L PRf51FEe PONAD'-5'pfiOO •• �',' C- ADDED NEW GLASS TYPE
"225 REVISED As HER 2007 ••:• * ➢- UPDATED TO CONFORM
E- UPDATED TO CONFORM %
J rw T- UPDATED TO CONFORM M
HQ L q� gee
WIDTH AND LENGTH ZONTA 1oHs VVGJJ EO •9'.. i�jL(5 Eaa Q LSTry ae
VERTICALLY OR-HORIZOMILLY AS SHOWN ABOVE. DATE__':ra,nrtillYAYA
1) THIS WINDOW
AND TESTEE) eCOMPLY 6REQUTREMEN OF THE FL FLORIDA ILDINGCODE 2014-5tb Edt n IT 201Y-Lh Edition) T ID
1300-02. THIS PRODUCT 3NOT IMPACT RESISTANT. WINDOWS ARE TO BE,PROTECT:D
WITH MUMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS,
2.) 1 X OR 2 X WOOD BUCKS SHAIL HE INSTALLED AND ANCHORED SO THAT THE BUULMR
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF THE FBC
& TO -BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ON TYPICAL ELEVATIONS ARE AS PER TEST UNIM. ON CENTER (D.C.)
ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS. AND THE NUMBER OF ANCHORS
REQUIRED, AS SPECIFIED ON THE LOAD TABLES.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE ENGINEERED ON
A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUIDIN
OFFICIAL.
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE GLASS TYPES TABULATED HERE
(SEE MEWS R4. 6, 8, 10, & 11).
6.) WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLASS GLASS TYPES TABULATED HER
(SEE SHEETS AS, T. & 9).
T.) FAME COLONIAL MUNTINS MAY BE USED & APPLIED TO THE GLASS WITH CLEAR SDI
CLEAR SILICONE AM MAY BE PLACED AT INTERIOR AND/OR EXTERIOR SIDES OF G
S.) APPROVAL APPLIES TO SINGLE UNITS, OR MULTIPLE UNITS AND MAY BE MULLED
VERTICALLY OR HORIZONTALM
9) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAWI-DADE COUNTY APPROVED IM
USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTAB BUT
THE LOWER PRESSURE FROM THE WINDOWS APPROVAL OR MULLION APPROVAL LL APF
TO THE ENTIRE MULLED SYSTEM.
QJ SEE SHEETS M 2 & 3 FOR WIULLION/METAL ATTACHMENT DETAILS & NOW,
WIND owFRAME EXTRUSQ LE
500'
.500' �I,
_— 4—.062•
AUM
GLAZING
GLRIN6 BEAD
.625'
'B .500'
1
1.87s' —
L_6001 FLANGE FRAME
625'
1�z2.000
I.B75'
L-6003 FIN FRAME
CFAI ANT'
FRAME CORNERS, OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GIAZING BEAD WITH CLEAR
SILICONE
PR4MWCTREVmm
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Asugl.... No 17-/z/Z•/%/�
xi'do.R MIT
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LLa/➢,b VNM 6PhN
8501 NW Both
LA W ®N (JOS) MEDLEY,
6 p133166
INDUST I
YWVIICPVAdA D) QVILf4.UWATN" AGROD.. 6L53 DOBA4
SERIES:
4000 / 6000 ALUMINUM FIXED WINDOWS
FLANGE & FIN FRAME WINDOW DETAILS, ELEVATIONS, SHAPES
& GENERAL INSTALLATION NOTES.
.. DILL
OF MATERUUS
ITSY /
PART
MLR.
DESCRIPTION
RBYARXS
1
L-6003
I
FRAME HEAD
6063-T5 ALUMINUM
2
L-6003
I
FRANC SILL
6063-T5 ALUMINUM
3
L-6003
2
FRAME JAMB
6063-15 ALUMINUM
4
L-600R
AS REG'D.
ALUM. GLAZING ➢EAD
600-TS ALUMINUM
S
FS-006
AS ROUND.
FRAME ASSEMBLY SCREWS
e6 X 3/4' P.H. PHILLIPS
6
A
AS REGO.
INSTALLATION SCREWS
412 SINS X 1 1/2' F.H./PHI
AS REP0.
JOINT SEALANT
'PM v1S CO.' Super Seal
B
1
GLASS
SEE CHART
9
A
AS REED.
NEUTRAL CURE SILICONE
ON -5731 IR DC-899
IB
» 4-25B-)6T
AS REST.
'TrueSenl' SvN,I Seel
Dlpck ✓ 1/4' air space
REFER TO SHEET # 1 OF 12 FOR GENERAL NOTES
m N.
EMBEDMENT YP>r 2K WOOD BUCK
EXTERIOR GRADE
PERIMETER CAULKING
BY OTHERS
RYP.I
EBTEMOR
INTERIOR
MIN.
1/9' NIN
2X WEBB BUCK
APPROVALS FOR
B 12 X 3/4' S.DS,E,
SIZE AND MAX.
LIMITATIONS.
ME
FIAT HEAD, PHILLIPS.SURE'
(SEE ELEVATION ANDOP
TABLES FOR QUANTITYAND
FASTENER SPACING)AX.
INTERIORINTERIOR
WINDOW FRAME
4DESIGN
12 S.D.S. X 1 1/4' L.EE
ELEV. FOR SPACING
EXTERIOREXTERIOR
INDOW FRAME
NOTE: THE LOWER PRESSURES OF SINGLE
HUNG WINDOW OR -MULL SHALL GOVERN
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PIATEO.
2. METAL STRUCTURES:
(STEEL OR ALUM, I/6' MIN. THICK)
A) STEEL : Fy . 36 NEI MIN.
9) ALUMINUM : 6063-T5 MIN.
MULLION & METAL STRUCTURE
ATTACHMENT DETAIL
R12 INS WITH 1 I/4' MIN,
EMBEBNENT INTO 2X WOOD BUCK
INTERIOR
FRAME SILL
p B X 3/4- EMS
FIN FRAME CORNER DETAIL
RYE.)
FRARE FIN
STUCCO M EXTERIOR `EAT. ORABC PERIMI
FINISH BY OTHERS (TYP,I CAULKING NOT BY
UMSON INDUSTRB
TO BE APPLIED BY
MITON MSTAI r.nON NOTES, OTHERS - RYP.I
I. THE WINDOW OPENING MST BE ABOTECTED W M A
CODE APPROVED FELT OR NOISTAE/VEATNCR MRRIER
APPROM 12' WIDE THROUGHOUT ENTIRE MICROTEK OF
THE WINDOW MOUNTING FIN. MOT BY LAWSON INDUSTRIES)
e. THE WINDOW FRAME FIN TO BE BACK -BEDDED W/ AN CAT.
GRADE CALUX THROWHOUT THE ENTIRE PERIMETER OF FIN
BY WINDOW INSTALLER RYP)
S. THE EAPOEEO EKi. PERIMETER Or 1. MMDBV FRAME TO
BE SCAUT W/ AN APPROVED EXTERIOR GRADE CAULK
BY OTHERS (TYP)
FIN WINDOW INSTALLATION D TAI .
zX WOOD
5225 R
6236f"9e
C- ADDED NEW GLASS TYPE 4AN HCET .12 D
0501 NW 901h St.
MEDLEY, FLORIDA 33166
C] y+
-
(305)
REVISED AS PER 2001 rBC REONRCMENLS
'� ✓
695-8660
NDUS C.
D- UPDATED TO C... WITH 2O10 FBC
1CIN01ACfUAIA OI VULIJTY AWOHVY "ROO" AND cuss 100A5
C- UPDATED TO CONFORM WIN 2011 FBC
r- IPAATED TO CONFORM WITH eon TWO
SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
?
aMna �: N.A.K. S.A.
mM A.w,.
OF :�
1/01 2017
O p.: \2MWW�
eP' le*n Maeae
°'ia%a0/2oo2
FIN FRAME TRNOOW INSTALLATION DETAILS, O.O.M. & NOTES
�•Qa�L'�
w:A3 NOTED
DnWp RwS,rt
Ay �� 11ao00 /E00A.O1 e P s .a B el le
V
BILL
OF MATERIALS
R6111
PARE /
MO.
DESCRIPTION
SUBDIVIDES
1
L-6001
1
FRAME HEAD
6063-T5 ALUMINUM
2
L-6001
1
FRAME SILL
60631 ALUMINUM
3
L-6n0
2
FRAME JAMB
6063-TS ALUMINUM
1
L-W02
AS REO'D.
ALUM,. BLAZING BEAD
6063-T5 ALUMINUM
5
PS-006
AS RECT,
FRAME ASBEMMY SCREVS
AB % 314• PH. PHILLIPS
6
AS RECA
INSTALLATION SCREWS
412 SMS OR IH• TAPCUN
AS REDS.
MINT SEALANT
•PUMA Ce.• Super Seal
S
A
1
CLASS
SEE CHART
9
AS REOTL
NEUTRAL CUE SILICONE
SN-5)]I OR 9 m
IO
)]/-26B-T6Z
AS RfC'0.
'irveSml' AIDge Sml
Block e/ 1/I• no- APOCA 11
REFER TO SHEET # 1 OF 12 FOR GENERAL NOTES
vv TAPCOXS W/
1 1//• NI 1. CONC. EMBEDMENT
• ° e aux� [
/
1/2'
EXTERIOR CRABEJ
PERIMETER CAULKING
BY OTHERS
'iml
M
W
lj
EKTENOR
�
S
�
4
T
J
a
QUUU
d
o
rc
O.TEMOR
MU. SM.
E (•)
11/4' MAx. M.
SPACE (e)
T
EMBEIl
MASONRY
SEE MULI�Op MPROVALS FOR
(x) MI¢K THE CM B[tP[eH lNe BMW1 FIUY➢ MULLION E. SIZE AN
MAX.
Nor RBRIM[U O LC53 MAN 1/e'. sH➢tl ABB FRAME JAM R R 12 % ]//• S.B.S. DESIGN PRESSURE UBBT0.RON5.
FLAT HEAD, PHILLIPS.
'SEE ELEVATION AND INTERIOR
BP TABLES FOR QUANTITY 1/4' MAX,
AND FASTENER SPACING) SHIM
12 S.D.S. % 11/P L.
INTERIOR EE ELEV. FOR SPACING
WINDOW FRAME
WINDOW FRAME
EXTERIOR pERIMZTE EXTERIOR
1 FRAME SILL SFALwT
EXTERIOR GRADE NOTE: THE LOWER PRESSURES OF SINGLE
PERIMETER CAULKING HUNG WINDOW OR MULL SRALL GOWESN
1. ALL STEEL IN CONTACT WIIH
I} 8 % 3/4' EMS ALUM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES:
(STEEL OR ALUM, 1/8' MIN. THICK)
A) STEEL : FY . 36 KSI MIN.
B) ALUMINUM : 6063-T5 MIN.
FLANGERAVE CORNER DETAIL MILLION & METAL STRUCTURE ATTACHMENT DETAIL
M2 INS SCREW WITH IH' TAPWN WITH
1 IA' MIN EMBEDMENT 1 1/1' MIN, EM➢E➢MENi
INTO 2% V00➢ BUCK INTO CONC. OR MASYINRY
Nt000CT REVlf81 INTERIOR Pi. WOOD BUCK
AA AA-ANyI"mt0 H4INYA
[AAA.R CaM �q FIp. WL swU .'_
A.pu.CAMM 17-IZIz II 1 SPACE (') MEAN SILICONE AIMESIVE I,°
n'bMa am" 64NIFIIfT I REDOING COMPOUN➢ GLA S
60 lI 9 B I/A' uAR. 5&u
ic SPACE ('S i'
6aRr. IR+on coM I 6
IZLEO
EIIEWOR
IRFRAME WIDTH
LLL FRAME WIDTH
MV GLUCS TYPE 'SHEET 812) ANp
MEDLEY, FLORIDAI33186
L S
I AB PER Mm7 rec RFBUWENENTs
J'L I I V 1 9 (305) 696-8660
I TO CCWORM WITH 2O10 FBC
s TE
1 TO CONFIRM WITH 201/ FBC
16N`X`ffu BR OP 0VILIF)'ILywl"m IR .. IY1 PGS9 ➢O'Ns
I TO CCSBRN WITH R017 FBC
SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
1<Aq YeOee
°iz%zo/zoaz
FLANGE FRAIDE WINDOW INSTALLATION OETAIIS, B.O.M. k NOTES
CLEAR ADHESNE
BEDDING COMPOUND
TEMPERED
1/4"-TEMP, GLASS
11
16
1 T
t00.0
100.0
36
36
28
b
100.0
100.0
8
19
6
100.0
100.0
46
J6
3T
4
100.0
100.0
6
19
23
6
100.0
t00.0
60
36
a6
a
100.0
MR
]
19
28
b
t00.0
100.0
T2
36
561
3
1 100.0
1 100.0
WINDOW FRMP 417F NOTE:
L THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE
rP
MAX. TYP,
FLANGE WINDOW EXTERIOR OVERALL DIMENSICN•
2. ADD 1 1/0' TO THE FLANGE WINDOW SIZE TO DETERHINE
THE FIN WINDOW EXTERIOR OVERALL DIMENSION
NtODDCT REVIBB3
as ,.pVh, WM1 ILA Fk,&
N"k"F CAMmi
No
CORNERS
A-1IA.
E1pin0x 14hI
TC
FLANGE FRAME ANCHORS ARE TO BE SPACED
A,�
NOT GREATER THAN 6" FROM EACH CORNER,
Ww"AND
NOT GREATER THAN 12" CENTER TO
MAX.
CENTER. FIN FRAME ANCHORS SPACED AS
TYP
TABULATED ABOVE.
UNIT PERFORMANCE DATA c •;tir : RCVrsED A3 FER ENC I
REPORT /FTL-3818 3 •• V 55225 D' * = D- UPDATED TO CONFORM \
TEST SIZE - 85" wide X 85` hi ( 0) _ UPDATED TO 6DxrDAH
DESIGN LOADS - +104.0. -104.0 PST (PA-202) _ -O 1 : ¢= F- UPDATED TO COWOR6 A
STRUCTURAL TEST LOAD - +156.0, -156.0 ASP • '. A OF : to w" N.le.. Area.
WATER INFILTRATION TEST - 18.0 PSF = 3 A 0 4
DAYLIGHT OPENING - 82 1/8" wide X 82 1/8" hi _ ' : O q 10, a�r,W` D..� pr IAIT9 Ma3.e
TESTED GLASS a 1/4" MTFMPFRFD f. a t�
WINDOW COMPARATIVE ANALYSIS CHART FOR 114" TEMPERED
Wi NI*WSixo
FIN FRAME
DESIGN LOAD
CAPACITY -(PFS)
HEIGHT
iNcl s
WIDTH
INOHES
CITY OF
ANCHORS
AVO.ANCHOR
SPAUNGOM
POSITIVE
NEGATIVE
24
72
37
9
100.0
100.0
36
M
55
3
100.0
100.0
40
72
73
3
100.0
100.0
60
72
91
2
100.0
100.0
72
72
110
2
100.0
100.0
84
72
128
2
100.0
400.0
96
72
143
2
98.2
98.2
108
72
xlli,
&...., 1;1,D
120
72
::a q
1 1' rYk..`
i ...11 l
•:""_t 1 F.
144
]2
.'ry
6 10
{ 112.
t40
72
'5uv
Ir
756
72
"f iL.; .w
t, 1 '�n
F 1
"x.1'Idt 6G:1
24
04
43
6
100.0
100.0
36
84
64
3
109.0
100.0
48
8a
85
3
100.0
100.0
so
84
107
2
100.0
100.0
72
B4
128
2
100.0
-
100.0
84
84
149
2
100.0
100.0
..'..e
109
84
LL is
a 5
alld 11.
Ad.: _
t'J'r
132
94
1W'
't1t5
i,+
144
84
] q':.11, 5
'.., li0:
Yi ii 1
.;'.1IT^ P,
146
B4
1.. .:.-ii
=!N
F
2rxll Lhl�:LI
166
Bd
1 i11tM3'ip
Ip ¢
IN "i 1
4zilnTthf Jla'
19.125
26
it
6
100.0
100.0
26.5
26
16
]
100.0
100.0
37
26
21
6
100.0
100.0
53.125
26
30
5
100.0
100.0
19.126
38.375
16
7
WILD
100.0
2S5
38S75
22
5
100.0
100.0
37
38.375
30
5
100.0
100.0
53.125
30.315 1
43
4
100.0
100.0
6
100.0
100.0
29
5
100.0
100.0
40
4
100,0
100.0
57
3
100.0
100.0
24
6
100.0
100.0
33
6
WOO
100.0
46
4
100.0
100.0
65
3
100.0
400.0
26
6
100.0
1V0.0
36
4
100.0
100.0
60
4
100.0
100A
71
3
100.0
100.0
30
6
100.0
go
t00.0
42
4
100.0
.1921
7458
3
t00.O
t00.O
PJAWP
14.25
04
3
100.D
t00.O
8501 NW 90th St.
MEDLEY, FLORIDA 33166
(305) 696-8660
6000 ALUMINUM FIXED WINDOWS'
FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS k NOTES
1/4" TEMPERED GLASS
4 Pf.
DIHERED TO FRAME
& BEDDING COMPOUND
CLEAR ADRESNE
BEDDING COMPOUND
ANNEALED
WINDOW WIDTH
57 6'
D.L. DPO. TYP,
A
'
6'
AT
i
1/4" ANNEALED
c
2
JNO
3 rC
.
z
2
B
MNOOW FRAME G12R NOTE"
1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION,
2. ADD 1 1/0' TO THE FLANGE WINDOW SIZE TO DETERMINE
THE FIN WINDOW EXTERIOR OVERALL DMENSIM
4AX. TYP.
CORNERS
FLANGE FRAME ANCHORS ARE TO HE SPACED
NOT GREATER THAN B" FROM EACH CORNER,
AND NOT GREATER THAN 12" CENTER TO
MAX.
CENTER. FIN FRAME ANCHORS $PACED AS
TYP
TABULATED ABOIFE.
UNIT PERFORMANCE DATA
REPORT AFTL-3820
TEST SIZE - 60" wide X 60' Ni ( 0 )
DESIGN LOADS - +47.40, —47.40 PSF ( PA-202 )
UCTUML TEST LOAD - +71.10, —71.10 PSF
WATER INFILTRATION TEST - 18.0 PSF 0 /RL-061
DAYLIGHT OPENING = 57 1/8' VWX X 57 1/8' Hi
TESTED GLASS - 1/4' ANNEALED CIACS
ANCHORS
EHODUCt MCY®
eOinMIAMereI
bewl,Aas,I.�e 17.1212•II
[.pmW M1Ie�YI IYIY
w W Pen fraden C�IIe1
0501 NW EGO, St.
MEDLEY. FLORIDA 33166
(305) 696-8660
F- IPDATLD TO C@IOM WITH Zan FDC SERIES: 4000 / 6000 ALUMINUM FULED WINDOWS
Xi Xs" Nelsen Brass A jl%01%201T FIN/FLANGE FRAME BLNDOB COMPARATTYE ANALYMS A: NOT85
°in"' h° lent a.eee °iY .....seee 1/4' ANNEALED GLASS
q "
GLAZING CHANNEL ADHERED TO ERMIE
C WDH CLEAR AOHESNE BEDDING COMPOUND
INSULATED
MIN.
vliE
GO TO FRAME
DOING COMPOUND
ADHESIVE
G COMPOUND
P�NP. INSULATED
MIN.
BITE
CAPACITY
WIN 12V TN
WINDOW FR•VE m9@ NOTE.
1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE
53.425 50 65 3
18.126 B3 26 6
100.0 100.0
100.0 100.0
D.L. DP6. TYP,
A r�
FLANGE,
FLANGE WINDOW EXTERIOR OVERALL DIMENSION,
2. ry1000GF
26.6 03 36 4
100.0 100.0
ADD I TO THE FLANGE WINDOW SIZE TO DETERMINE
M1v05110, 4
THE FIN WINDOW EXTERIOR OVERALL DIMENSION. �1 P
MAX, TYP, 12 I
3T 0 6B 4
53.125 B3 71 3
10010 100.0
100.0 100.0
- -
AKi014pfe N4
AT CORNERS
18.126 T4.25 30 6
26.5 T425 42
100.0 100.0
E• k�ftla
/
4
~ 3T Tq 25 58 3
1000 10010
100.0 100.0
FIANCE FRAME ANCHORS ARE TO BE SPACED
N n•4RE1C
53.125 T425 .,MIT
C NOT GREATER THAN 6" FROM EACH CORNER,
AND NOT GREATER THAN 12" CENTER TO
1/8" TEMP. INSULATED
CENTER. FIN FRAME ANCHORS SPACED AS
12 MAX. TABULATED ABOVE.
la
TYP.
0W9 .8008, d.r Rehuea Nolee:
PRaa88810 ,,,Nnan C- Av➢E➢ NEV 6LK5 TYPE f5H[Ei 412) AND
UNIT PERFORMANCE DATA '' �' a s Tun+
,¶ T (� ]]pp T
LA W ® ® / •A /
St.
8501 NW FBONNLORIDA
MEDLEY, 3]166
REVISED AS PER 2NI F➢C PEOUR[NExi2
REPORT /FTC-3821 0 55226 •"
•T• s B- UPDATED 10 EOISBIN MINN E010 fpC
�����iii / LJI 1 ®•
STIR
(305) fi96-B660
6-8660
TEST SIZE- 60• wide X 60• M1i (0) '.1 [- w➢ATEv To corsoxx vnH 2ou Fpc
DESIGN LOADS-
tXANTIA SVAFR 01 4m[m uv./Wu WRI.IIS. Puss..AS
+144.00,-144.00 PSF (PA-202)
STRUCTURAL TEST LOAD= +216,00.-216.00 PSF t1 -('a.ZP p UPDATED TO COnFOR. WITH SKY FBC
SERIES: 4000 /. 8000 ALUMINUM
FIXED WINDOWS
g
,•1W +-
WATER INFILTRATION TEST- 18.0 PSF 0 #M-3618 ¢ B f(t� ^^'•4 eI' Neleap EmP A`
DAYLIGHT OPENING- 5] 1 B` wide X 5] 1/8' Ni A P '2 11 01/2017
•��
FIN/FLANGE FRAME WINDOW COMPARATIVE
ANALYSIS h NOTES
TESTED GLASS= 1/8"TEMPERED � eSc ' A"•" k" Lerry McGee ➢ j0/ 3002
1/2_' INDURATED TEMPERED GLASS
TYPICAL ELEVATION
TESTED UNIT
p q gg!OMA 6�a] py HwMw, e,.,wW x,ex.n
nO IRe2Fn INSe EAT �_Al iy!1`1Q1 SAS
1.�o- Mie
NOTED
L-4000 6000.01
F a of I2
DHERED TO FRAME
X BEDDING COMPOUND
CLEAR AOHESNE
BEDDING COMPOUND
MIN.
BITE
00001
WINDDW 6WI➢TH
D.L. UPG.
A
MAX.. TYP.
AT CORNERS
I—
z
LS
3/16" ANN. INSULATED
�n10
TYPICAL ELEVATION
oN
TESTED UNIT
z
3
e
12 NAX.
TYP.
WMDOW PEAMF 41 F NOTE
1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION,
8 THE FLANGE
WINDOW DETERMINE
THE FIN WINDOWEXTERIOR OVERALL DIMENSION
FU.NGE FRAME ANCHORS ARE TO BE SPACED
NOT CHEATER THAN 9" FROM EACH CORNER,
AND NOT GREATER THAN 12" CENTER TO
CENTER. FIN FRAME ANCHORS SPACED AS
TABULATED ABOVE.
'UNIT PERFORMANCE DATA
REPORT /FTL-3622
TEST SIZE - 60" wide X 60" hi ( 0 )
DESIGN LOADS - +67.90, -67.90 PSF ( PA-202 )
.STRUCTURAL TEST LOAD = +101 .9, -101 .9 PSF
WATER INFILTRATION TEST - 18.0 PSF O {'FL-3619
DAYLIGHT OPENING - 57 1/e" Wide X 52 1/8' H
TESTED GIASS - 3./16" ANNFAI p __
DOORLr 01 AZ D INSULATED
As smopccu `Oke FbA6
mnpblre W
beC
A«apmmv e 17-!ZI I
e.gn6ee un
E4 4
El.•V BYN HIiY C'atiM1
CAPACITY.
8501 NW 901h St.
MEDLEY, FLORIDA 33166
(305) 696-8680
r- Ipne;6O m aD.I. WITH tool FBD SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
A^^^° Nelson Breve °s j�/'BOLT FIN/FLANGE FRAME WINDOW COMPAMTRB ANALYSIS As NOTES
j2j20/2002 5/8" WSUWTED ANNEALED GLARE
CLEAR ADHESNE
BEDDING COMPOUND
W N➢❑pW WI➢TH
45�120'
WINDOW FRSVF SOUPP NOTE,
1. THE WINDOW SRC SHOWN ON CHARTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION.
PRODUCTREVISO
D.L. OPG. TYP.
\
2. ADD I I/G' TO THE FLANGE WINDOW SIZE TO DETERMINE
mmplyb{ Wlh We Fb19v
MAX. TYP,
THE FIN WINDOW EXTERIOR OVERALL DIMENSION,
IZ UndleFCade�, 1.1
�j Z
-
AT CORNERSF
ENPI�Mm mn�XilbL
FLANGE FRAME ANCHORS ARE TO HE SPACED
q�d
6IIFHI nHIFa CeWYFi
C
NOT GREATER THAN H" FROM EACH CORNER,
ANOT GREATER THAN CENTER TO
3/16" ANNEALED
CENTER. FIN FRAME ANCHORS SPACED AS
12 MAX,
TABULATED ABOVE.
TYP.
_..n,.1. ,..
UNIT PERFORMANCE 11A DATA �• Ci< 5 S 2G ~•„'• D- UPDATED ID CONFORM WITH
TEST SIZE 4H' wi
REPORT �- 48' 2i ,. , r E- UPDATED TO CONFORM WITH
fe % 46 M1i ( 0) D :GCF- UPDATED TO CDNFGUl WITH
DESIGN LOADS - +53.50, -SJ.50 PSF ( PA-202) '
STRUCTURAL TEST LOAD - +80.3, -80.3 PSF �,� . ^n1ie a+ Nelson eruo
WATER INDLTRARON TEST a 18.0 PSF ® NFR-J619 O� p: 41
DAYLIGHT OPENING 45 1/e" wife % 45 1/8" M1I t5O9c' 1° 'p`•` Le., mw.
TESTED GLASS - 3116' ANNEeLED QUSe DATE-
8501 NW 90IA St,
MEOLEY, FLORIDA 33165
(305) 696-8660
SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS & NOTES
3/16" ANNEALED GLASS
GLAZING CHANNEL ADHERED TO FRAME
\ L'IITH CLEAR ADHESIVE BEDDING COMPOUND
NSLI
MIN.
BITE
GLAZING CHANNEL ADHERED TO FRAME
\ WITH CLEAR ADHESIVE BEDDING COMPOUND
�16 .NL+>.64V- I
.� --------'•e.�I 61NAX. TYP
AT CERNERS
1/8" ANN, INSULATED D
12 MAX.
TYP.
WINDOW FRAME SIM NOT
I THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION.
2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE
THE FIN WINDOW EXTERIOR OVERALL DIMENSION,
FLANGE FRAME ANCHORS ARE TO HE SPACED
NOT GREATER THAN 6" FROM EACH CORNER,
AND NOT GREATER THAN 12" CENTER TO
CENTER. FIN FRAME ANCHORS SPACED AS
TABULATED ABOVE.
UNIT PERFORMANCE DATA
REPORT ,FTL-3025
TEST SIZE a 48' wife X 48" hi ( 0 )
DESIGN LOADS +54.00. —54.00 PSF (PA-202)
0 STRUCTURAL TEST LOAD - 181.00. —81.00 PSF
WATER INFILTRATION TEST - 18.0 PSF 0 #M-3615
DAYLIGHT OPENING - 45 1/8' wide X 45 1/8" hi
TYPICAL FLEVATICN TESTED GLASS - 1/8' ANN e�tF,_ 0_GI AS
TESTED UNIT DOUBLE GIAZFD INSUHATED
CAPACITY
INCHES I INLHCB I ANCHORS
IROOOCrRr'DI
Be Rtl01RI{ QIµ%Ah 0s ilo,4Es
AupM1rteNe
eAplBry, o.I: � TSrY
M14V ^do++6wai
IEA FLASS TVA[
IREM AND
LA WAS ® l �. T 3501 NW 90M 5t.
1 ®/ MEDLEY, FLORIDASONS ]3166
(3G5) 696-8660
STRZES I C.
LANURACSURRR OF OI/All1Y ILUYINUY IINOB IS AAR 6L55 ODORS
NE RET
1 AS PER 2067 fBC REOUIREMEXfS
1 TO CONI WITH END FBC
1 TO WKOIM H. 2Vl4 FBL
I TO m6DRM WITH 2017 FBC
SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
NClso° En°n
°vYII/Ol/201T
FWINSOL FRAME WINDOW COMPARATIVE ANALYSIS 6: NOTES
1/2"IrvsuuTeD ANNEALED cwss
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iz z0/z50z
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L-400B aOOO.01 `1Y1` 1, ' °` 9 al F+
DOMED TO FRAME
Ai BODING COMPOUND
CLEAR ADHESIVE
BEDDING COMPOUND
ANNEALED
1/8' ANNEALED MONO
WINDOW COMPARATIVE ANALYSIS CHART FOR 118"ANNEALED MONO
WIN DOW COMPARATIVE ANALYSIS CHART FOR 110"ANNEALED MONO
wirddw511e
FIN FRAME
DESIGN LOAD
CAPACITY- FFSI
PO6RIVE NEGATIVE
Whi
BIDS
FIN FRAME
DESIGN LOAD
CAPACITY- PFSI
POSITIVE NEGATIVE
HEIGHT
INCHES
WIDTH
INfiE9
OTY OF
ANCHORS
AVGANGIOR
6PAGAG
HEIGHT
INCI�s
WIDTH
IKnES
OTYOF
ANCHORS
AVO.ANCHOR
6PACING
24
10
10
8
640
I Si
24
36
15
8
45.0
1 45.0
36
18
13
6
53.3
1 53.3
38
36
20
T
4D.0
40.0
48
10
16
8
49.2
49.2
48
36
21
8
32.0
32.0
60
1]
20
T
47.1
47.1
60
98
23
a
29.6
28.6
72
18
23
T
45.7
45.
72
36
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84
18
26
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44.8
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96
18
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96
36
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19
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24
15
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40
21
8
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32.0
40
24
18
8
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40.0
40
48
26
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30.0
30.0
60
24
21
8
34.8
34.8
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48
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60
24
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34.8
38
30
17
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41.1
41.1
36
60
23
8
28.8
28.8
48
30
19
8
11
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48
60
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60
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WINDOW MAM, P12E Non:
L THE VINDOW SIZE SHOWN CHI CHARTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION.
E. ADD I In' TO THE FLANGE WINDOW SIZE TO DETERMINE
PRODOCIBEV14113
THE FIN WINDOW EXTERIOR OVERALL DIMENSION.
e+mP01MM1Y dr BMQc
MAX. TYP.
CORNERS
NNNU ]C,Mk
A.H.."imi- ••
1.'hMW mle
FLANGE FRAME ANCHORS ARE TO BE SPACED
A,IS e
NOT GREATER THAN 6' FROM EACH CORNER,
YTrr iir
AND NOT GREATER THAN 12" CENTER TO
CENTER. FIN FRAME ANCHORS SPACED AS
MAX.
TABULATED ABOVE.
TYP.
UNIT PERFORMANCE DATA
REPORT FFTL-3024
TEST SIZE - 48" wide X 48" hi ( 0 )
DESIGN LOADS - +JOAO, -30.00 PSF ( PA-202 )
STRUCTURAL TEST LOAD a +45.00. -45.00 PSF
WATER INFILTRATION TEST - 18.0 PSF O #M-361-
.
DAYLIGHT OPENING = 45 1/8" vide X 45 1/8" 111
IESTED GLASS - I/8" ANNFAL<D GI AS
®� r 8501 NO FLORIDASL
1 ®/ MEDLEY, 33166
!. (JCS) 696-BG6-0860
F- ➢ DATE➢ To PORN CCNWfrH poll P IC SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
"i"d �' Nelson 8Tn4 A' 1 01 2019
PIN/FIANCE FRAME RIMIOW COMPAMTIYE ANALYSIS f< NOTES
°1e1 °^ lorry Ye]ea jp%p0/200] 1/1" ANNEALED GLASS
I0 if "
GLAZING CHANNEL ADHERED TO FRAME
WITH CLEAN ADHESIVE BEDDING COMMON
3/16" TEMPERED MONO
WINDOW COMPARATIVE ANALYSIS CHART FOR 3116"TEMPERED
WINDOWCOMPARADVE ANALYSIS CHART
FORU16"TEMPERED
WI Id0
Size
FIN FRAME
DESIGN LOAD
CAPACITY -(PFS)
POSITIVE NEGATIVE
WIDd. SO.
FIN FRAME
DESIGN LOAD
CAPACITY -(PFS)
POSITIVE NEGATIVE
HEIGHT
INCHES
WIDTH
INCHES
CTYOF
ANCHORS
AW. ANCHOR
SPACING
HEIGHT
INFY.EE
WIDTHgAN
INCHES
S
AVG.ANCHDR
SPACING
24
18
10
8
100.0
took
24
3o6
10D.0
100.0
36
18
14
T
100.0
100.0
36
305
100.0
100.0
48
10
19
6
100.0
100.0
40
364
100.0
100.0
60
16
23
6
1000
100.0
60
364
101
100.0
72
18
28
6
100.0
100.0
72
363
100.0
100.0
04
1B
32
6
100.0
t0D.
884
363
100.0-
100.0
96
1B
37
8
100.0
100.0
96
363
100.0
100.0
108
18
41
6
100.0
100.0
108
36
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120
10
46
a
100.0
100.0
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132
18
60
6
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132
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18
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24
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100.0
24
48
25
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36
24
19
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100.0
36
48
37
4
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100.0
48
24
25
5
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100.0
16
48
49
3
100.0
10o.0
60
24
31
5
TWO
190.0
60
48
61
3
100.0
100.0
72
24
37
5
100.0
100.0
72
48
73
3
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100.0
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24
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100.0
84
48
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24
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24
76
4
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40
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156
24
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40
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24
30
16
100.0
100.0
24
60
31
5
100.0
100.0
36
30
23
5
100.0
100.0
36
80
40
4
100.0
100.0
48
30
31
6
100.0
100.0
48
60
61
3
100.0
100.o
60
30
30
4
100.0
100.0
60
60
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3
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30
61
4
100.0
100.0
108
30
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120
30
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3
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WINDOW FRAIF Say, NOT
1. THE WINDOW SIZE SHOWN ON CHANTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION.
2. ADD 1 1/W TO THE FLANGE WINDOW SIZE TO DETERMINE
THE FIN WINDOW EXTERIOR OVERALL DIMENSION.
FLANGE FRAME ANCHORS ARE TO BE SPACED
NOT GREATER THAN 6" FROM EACH CORNER,
AND NOT GREATER THAN 12" CENTER TO
MAX. CENTER. FIN FRAME ANCHORS SPACED AS
TYP. TABULATED ABOVE.
UNIT PERFORMANCE DATA
REPORT /FTL-3828
TEST SIZE - 60' wldO X 60' hi ( 0 )
DESIGN LOADS = +151.00,-151.00 PSF (PA-202)
STRUCTURAL TEST LOAD - +226.50,-226.50 PSF
WATER INFILTRATION TEST = 18.0 PSF O /FTL-361
DAYLIGHT OPENING = 57 1/8" wide X 57 1/8" h'.
TESTED GLASS - 3/16" TEMPERED G145F
OF
Fmloucr REvA9m
u camWlnwili me PleeilD
Hv4ing CwM
AaPnlonde Now)
EzF`1ntW 6N Cl 4ItO
Mu/ v11mc..NM
' Mellon Erezo
AV I4 HeBee
s 8501L NW ®� ` ORIDA
(305) 69B 6660103166
NDTSS S. I C.
4uxvucruxxR c, 4v4]4Tr uSMmx nxx4rs Ova cuss xocu
SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS A NOTES
m
0
_GUZING CHANNEL ADHERED M FRAME
011H CLEAR ADHESE311
NG COMPOUND
M.P. INSULATED
ADHESIVE
GCOMPOUND
MIN.
BITE
HIM,
BITE
DII IdaA20"1DI ]VIAR07HIa/dIE
3/16' TEMP. INSULATED
TYPICAL F EVATION
TESTED UNIT
TYPICAL ELEVATION
TESTED UNIT
ULAMOTENPl
D®OV OW
=Oww1Nilpw ]RIME RITE NO'Z{'CI'/F NOTE.
1. THE WINDOW SIZE SHOWN ON CHARTS ARE FOR THE
FLANGE WINDOW EXTERIOR OVERALL DIMENSION,
2. ADD 1 1/B' TO THE FLANGE WINDOW SIZE TO DETERMINE
THE FIN WINDDW EXTERIOR GVERALL DIMENSION.
TYP,
FTANGE FRAME ANCHORS ARE TO BE SPACED
NOT GREATER THAN S" FROM EACH CORNER,
AND NOT GREATER THAN 12" CENTER TO
MAX. CENTER. FIN FRAME ANCHORS SPACED AS
TYP. TABUTATED ABOVE.
UNIT PERFORMANCE DATA
REPORT ARETI / 09-2004
TEST SIZE - 84' wide X 84' hi ( 0 )
DESIGN LOADS . M90.00, -90.00 PSF ( PA-202 )
STRUCTURAL TEST LOAD - .135.00,-135.00 PSF
WATER INFILTRATION TEST a 18.0 PSF 0 BFTL-}619
DAYLIGHT OPENING - 81 1/5' Md. X 81 1/1 III
TESTED CUS$ 3/I6' TFOPERFO fl e_Cc
00 IB nv D MR eTEp E-
DATE-
�
b"MwnD vow MtY�iY9E1MRI
GD0 IS"181
A&
CepMMUA
CQRNM
c- AopED NEW GLus TYPE rsxEEi n2f AND
St.
Y y 1 \w/ MEDLEY, F90th S. 66
�� Y / A� ® /1 J 6501 NW FLORIDA
I (}DB) 896-8660
NDUS S
YWVIICSORdR 0/ QO,IIJTY AUMIR OY WNDOFS WD CLIES DOORS
REV BED A5 PER 2p0I FBC RCCNRE HUNTS
0- UPMMD TO CENFOM VITN DOID FBC
r- UPDATU TO CONFORM WITH 2011 TIC
SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
Aidi°M Md.. Emn
A011 -Al.
01T
"
FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS k NOTES
6/8' INSULATED TEMPERED GLASS
N.I.A. Er -A
ae/i4/QOOQ
,As NOTEDL-4000
D�Aw R=40 Aw.. w°e ib lx of
BOOO.00 P M