WS-19-1039n A 7=
CEiVIED
UG 1 2 ,19
"s--oz-- I-101
1.k" ` ` "'""" NIIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
Y PARTMENT OF REGULATORY AND ECON v IC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISI 16o T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE N A 'DING REVIC www.miamidade.eov/economy
Lawson Industries, Inc. APPROVED
8501 NW 90 Street DAT 6 Z1
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the us 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.QQ�trol
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County7Leserve the, right
to have this product or material_ tested for quality assurance purposes. If this producl'or fnateri6 ifa4s to * • •'; .
perform in the accepted manner, the manufacturer will incur the expense of such test and the 4_0-may •
immediately revoke, modify, or suspend the use of such product or material within the4jVrisdiction. • RER •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade Ccwv"1Prod&4.CQiU rol : "••;
Section that this product or material fails to meet the requirements of the applicable baildi , code.• •....
This product is approved as described herein, and has been designed to comply whh t�he•Florid'i} �Vi ing • • � •.'
.....•
Code, including the High Velocity Hurricane Zone.- •
DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung WW.do w L.1M�.� • • •
APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single'Bing F) n-e�Frame0000.
Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, Wfvgted by' •
manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in
height without external protection device (shutters)
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.
TERMLNATION 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. 16-1003.01 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
!(NOA No. 17-1212.21 I
t Expiration Date: 'December 27- 2021'
Approval Date: February 01:2018
Page i
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0-706.09)
2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame .Impact
Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated 11/01/17,
prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading. per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-�4 000000
3) Cyclic Wind Pressure Loading per FBC TAS %W 94 "• •
along with marked -up drawings and installation diagram of an al"ism sir;,To bung •�
window, prepared by Hurricane .Engineering .& Testing, Inc., Te9f h'ports No. -UETI- ' • • • • •
09-2r30A and HETI-09-2530B, dated 03/02/09, signed and sjjT % by (4andido F. ; • • • .
Font, P.E. (Submitted under 4 Q;j j;o. 09-0706.09) .....
2. Test reports on: 1) Uniform Static .Air Pressure Test, Loading per-PI&C TAS•102-14 • •:..'
2) Large Missile Impact, Test per FBC, TAS 20VII •: 0 0 ' • • •; •
3') Cyclic Wind Pressure Loading per FBC, TAS 203294 .
along with marked -up drawings and installation diagram of artWini num;ingfe hunk
window, prepared by Hurricane Engineering & Testing, Inc., all Test Ike bYts No:9
HETI-08-2003C, HETI-08-2004A, HE-iq-08-2060A & B, RETI-08-206I�A & B,
HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A .& B, dated 03/1.5/08,
signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17)
3. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94
b) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-
2987 and .FTL-2986, dated 04/03/01 and 03/27/01, all signed .and sealed by Luis
Antonio Figueredo,. P.E. (Submitted under NOA .No. 01-1009.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by Lawson Industries, Inc., dated-05%28,109., revised on 01/18/10, signed and
sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09)
2. Glazing complies with ASTM E1300-09
J
S'ifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1212.21
Expiration 'Date: December 27, .202.1
Approval Date: February 01, 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. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19. ••"
3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemint Company IA) ' • • •; •
for their "Saflex Clear and Color Glass Interlayers" dated 09/0*7/19'txpiri9hg6;t6
••• 05/21/21. •••••• •••
F. STATEMENTS •••••• •••••
1. Statement letter of conformance, complying with FBC-6" Ediiioir rt2017),' axitl pf no • •
financial interest, dated November 17, 2017, issued by maju�`acturer, signed and***:'
sealed by Thomas J. Sotos, P.E. ....:. • •..:.
2. Statement letter of no financial interest, dated 05/28/09, issued by n�anufacturer;
signed and sealed by Thomas J. Sotos, P.E. (Submitted under NO.4 No. Us*0785.09f •
3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by
Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido
F. Font, P.E. (Submitted under NOA No. 09-0706.09)
4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08-
2004A, HETI-08-2060A & B, IIETI-08-2061A & B, HETI-08-2062A & B,
HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering &
Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 08-0825.17)-
_. 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued
by Fenestration Testing Laboratory, Inc.., dated 04/03/01 and 03/27/01, signed and
sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08)
G. OTHERS
1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their
Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.",
approved on 12/15/16 and expiring on 12/27/21.
Sifang Z.hao, P.E.
Product Control Examiner
NOA No. 17-1212.21
Expiration Date: December 27, 2021
Approval Date: February 01, 2018
E - 2
INSTALLATION ANCHORS WINDOW FLANGE FRAME VIDTH
CP) 4 NA%. AT FRAME MEAD INSTALLATD7N ANCHDRA-
(B7 NONE PER FRAME SILL �� 13 3/4' I-- (A) 4 MAX. AT FRAME HEAD
CC) FRAME JAMBS (SEE SLEET �1) {\ MAX. O.C. (B) NO PER FRAME SILL
I 4 Tr X) CC'
FRAME JAMBS (SEE SHEET
6
MAX. ABOVE
MEETING RAILS
i
D
"
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1
NI
AT
6' MEETING
i
RAIl
n
1
3
a
ai
o
0
Am
9 7/8'
----
MAX. BELOW
MEETING RAILS/o
A
53125'
WINDOW FLANGE FRAME VIDTH INST ALL111. AN
W 4 MA%. AT FF
10 35/]6• CB) NONE PER FR
MAX. QC.L Al (G FRAME JAMBS
FFF 6'
/ /
W
1 / , "MAX � + G'MAX.
6 MAX.
C C EXT. 6 INT. FALSE COLONIAL (,
EXT. 6 INT. FALSE COLONIAL 52I25' MLNTINS ARE APPLIED W/ 52,125'
MIriTINS ARE APPLIED W/ 47.000• W/ SILICONE AND ARE
W/ SILICONE AND ARE WINDOW BUCK WIDTH WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH
AVAILABLE AS OPTIONAL. 48" z 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION
• INCLUDES UN -EQUAL LJTE AND RADIUS READ (LIMITED TO LOADS ON SHEET 4 OF 6) (LDQTED TO LOADS ON SHEET 4 OF 5)
General Notes: (LIMITED TO LOADS ON SKEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53.125•
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING INSTALLATIRN ANCHORS, WINDOW FLANGE FRAME WIDTH
HIGH VELOCITY HURRICANE ZONE VELOCITY HVHZ AND ASTM 1300-09. W 4 MAX. AT FRAME HEAn
( ) CB) NONE PER FRAME SILL 13 3/4'
THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) (C) FRAME JAMDS (SEE SHEET N4) A MAx. O.C.
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING + f (MAx•
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS TITAL AT
OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6' Au CORNERS
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES } Mo D.L.O. W th
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED -;;48 11/14, -
ON SHEET 4. -� d' - j�J•: m
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ^ 9 5/8•
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND pj�MA%. ABOVE ;,✓� d')
TO BE REVIEWED BY BUILDING OFFICIAL. 0,
5J WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS Ll
TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE big
1 AT aM
LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). ± y - 6' RAILS G
6.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS.
7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. ' L
8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3.E
u 9 1/4' • • • ii
9.) EXT. &INT. FALSE COLONIAL MUNTIN3 ARE OPTIONAL &AND ARE APPLIED W/ SILICONEMAX. BELV
-_� j
10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEETING AILSRA • _ l •/Y • J
j • •
(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL &NOTES) ' • + .I • • „ PRODUCT REVISED
• • •
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, w complying avith the Florida • • • •
SECTION 11.3.3.3. 6• • Building Code
11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. MAX A(xeplmltt No 'i- t .zI
Expira5(m Dale )
12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED • • •
WIND OW3 USING A MIAMI-DARE COUNTY APPROVED WLI.ION IN BETWEEN ARE ACCEPTABLE EXT. tL INT. FALSE COLDIO•L • • • • • C' By 7
BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS ARE APPLIED W/• • 25• MUB u Dade Pmd=Control
TO THE ENTIRE MULLED SYSTEM. W/ SILICONE AND ARE • • • • WD•mOWK WIDTH • • • • •
AVAILABLE AS OPTIONAL.* • • •EQ„�+ *�.r,• EL£VA�'jp�f
13.) SEE SHEET �' 3 FOR YUILION/1Ds'TAL ATTACHMENT DETAILS &OPTIONS. • • • �)W +'A`L�f' • •
14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE • (111a1'ED �O•IO ON sLD.1h' • oi�y 6) �
PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. _ _ _ • •. -
WINDOW FLANGE FRAME WIDTH
13 3/4' I
/{ MAX. QG@
4 f
•
•
•
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1/4' TAPCON W/ 1 I/4'
MIN. EMBEDMENT INTO CONC.
ALL WOOD BUCKS ENGINEERED SEPARATELY —
& TO BE REVIEWED BY BLDG. OFFICIAL (TYP.)
(SEE ELEVATION AT SHEET #1
FOR MAX. FASTENER SPACING)
P.T WOOD BUCK NOT BY LAWSON IN➢.
MUST SUSTAIN IMPOSED LOADS
t 1/8' MIN.
D
c
1
1 1)4' MIN.
•a.
EMBEDMENT
d'
9` 1
V ••'
V
d
4'
d
O
EXTERIOR GRADE
PERIMETER CAULKING
EXTERIOR
O C
0
EXTERIOR
PERIMETER
SILICONE ADHESIVE
BEDDING COMPOUND
LAMINATED GLASS
24
INTERIOR
MEETING
RAILS 1B
EXT. GRADE
CAULK —
tee, a
Ex
d,.
O
#14 S.M.S. W/ 1 1/4'
MIN EMBEDMENT INTO WODD.
(SEE ELEVATION AT SHEET #1
FOR MAX. FASTENER SPACING)
SILICONE ADHESIVE
23 BEDDING COMPOUND
I 6l 12 INTERIOR
W
z 1 1/4' MIN.
W ti MBEDM N
a
O 3
EXT. GRADE
CAULK
114 S.M.S. W/ 1 1/1'
MIN. EMBEDMENT INTO VOI
(SEE ELEVATION AT SHE(
FOR MAX. FASTENER SPAC
EXT. G
CAULK
EXTERIOR
FRAME WIDTH
WINDOW INSTALLATION NOTES:
1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT.
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER (TYP,)
2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO
BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK
BY OTHERS (TYP.)
• WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS LESS THAN 1/8 SHIMS ARE NOT REQUIRED.
ANCHORS NOTE:
ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR
1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.,
WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR
CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR
QUANTITIES REQUIRED)
GLASS
O
EXTERIOR GRA
PERIMETER CA
.PT. WOOD BUCKS
G
L
L
� � L
•'
7'1/4' TAPCON W/ 1 1/4'
MIN. EMBEDMENT INTO CONC.
M ' L
(SEE ELEVATION AT SHEET #1
1~i1
FOR MAX. FASTENER SPACING)
o L
J O
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Z a
1 1/4: MIN.
o Z
EMBEDMENT
N W =
1 1/8' MIN.
0 M 0'
�. EDGE
i
(DISTANCE
••:
MAX.
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PRODUCT REVISED
as complying
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with the Honda
Sutlding Cede
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Mim Dade P xl Control
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'SILICONE OPTIONS',
DOW CORNING 999
SCHNEE-"IIICHEAD 57.
TREMCD SPECTRUM 2
QB00'
LAZING DEPTH
LAMINATED GLASS COMPOSITION
- TYPE 2
ITB11
7
GIABB DLrD
D2rAII.
LAI@fA14 O]ISL7t1P1TON
1
GL S
1/8' ANIFALEO GLASS
SAFLEX PVB by
EAstmn Chenlcal co
2
0090' PLASTIC INTERLAYER
_ _ _
� v
3 1
1/8' ANNEALED GLASS
LAMINATED GLASS COMPOSITION - TYPE 3
IORI( GiL98 DERCRTPIIDN D6rAEL JAI 71 DESCRIMO
1 LB' ANNEALED LASS I= r = _
2 0090' PLASTIC INTERLAYER ._ _ _ ._ _ SENTRYGLAS by
._ __ _._._ KArArAY AS by Inc
3 t/8' ANNEALED LASS 1 pANry
LAMINATED GLASS COMPOSITION
- TYPE 4
RIiY
G1AeB 068C�STON
DYYAO,
IJmNUTE D ON
PNNEALED GLASS
�4
I Dave
OL PVB by
ITROSIF.y Anent., Inc.
K=IASS
2
0D90• PLASTIC INTERLAYER
3
t/e' ANNEALED L
LAMINATED GLASS COMPOSITION
- TYPE 5
Trig
GLA.ts DE8CB8IION
DEIAO. G ATS DBSCEPIrON
1
1/8' HEAT-STRENGHTE/ED GLASS
A 7RQSIFOL PVH b
I Y
2
0.091Y PLASTIC INTERLAYER
= _ _.
- --}- NuraraY
0.3N0' JJJ Anvlco, Inc,
3
IE
I1W NEAT-STRENGHTED GLASS
TI 20
_ _ = _ _ _
'SILICONE OPTIONS'•
- - - '
➢OW CORNING 899
24 I
SONNEE-MOREHEAD 9 31
TRENCO SPECTRUM 2
0.. j—
GLAZING DEPTH
INSULATED LAMINATED GLASS COMPOSITION TYPE 8
1'rilf GLBB DBBCSRQON D+TAm LMeNATB D118C27PRON
1 1/8' HEAT-STRENORENED GLASS _ _= -L
2 0.090• PLASTIC INTERLAYER _ �- .V4' TROSIFOL PVB by
3 1/8' HEAT-STREN6RQED GLASS = _ _ - _ KwAruy Ar,erlca, Inc
4 1/4' INSULATED AIR SPACE 'a
5 1/9, ANNEALED GLASS uAA
INSULATED LAMINATED GLASS COMPOSITION TYPE 7
RBI( CLASS Di8CRWMN In, DHLO, ulamATi D1191D17P170M
1 I/8' ANNEALED GLASS
2 0.090' PLASTIC INTERLAYER .� La SAFLEX PVB by
3 1/8' ANNEALED GLASS -_ _ _ = Dallo� EAet— OH-1c.t ca
4 1/4' MSULATED AIR SPACE
5 1/8' ANNEALED LASS
GLAZING DETAILS AND OPTIONS
NOTE:
WINDOWS WITH GLASS TYPES '6 & 7' INSTALLED ABOVE 30ft
IN THE BVHZ, THE I.G. IN THE EXTERIOR LITE SHALL BE TEMPERED
TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE
REQUIREI[ENPS (FBC-2017, Chapter 24 Section 2411.3.3.7).
#14 S.M.S. W/ 1 1/4'
HIM,
EMBEDMENT INTO WOOD.
(SEE ELEVATION AT SHEET
FOR MAX, FASTENER SPACINI
INTERIOR FINISH
NOT BY LAWSON INDUSTRIES, INC
BY
®mm®
—SPATE INTERIOR
EXT. GRADE BACK BEDDING
TO BE APPLIED BEHIND
WINDOW FRAME FLANGE BY
INSTALLER (TYPJ
«u .�«««" r t
EXTERIOR
GRADE PERIMETER
Y
CAULKING NIT BY
'LAWSON INDUSTRIES',
BE APPLIED By OTHERS
JAMB
C 1 �
(TYR)
STUCCO OVER METAL LATH NAILED TO
EXTERIOR GRADE PLYWOOD SHEATHING
TO BE SPECIFIED BY ARCHITECT OR G.C.
(EXTERIOR FINISH BY OTHERS)
HOT BY LAWSON INDUSTRIES, INC
WOOD FRAME INSTALLATION DETAIL
26
yhi
25 21
5
LOCK (LATCH AND SWEEP) OPTIONS
1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE
LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS.
2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED
FOR USE ON ALL WINDOWS.
3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT.
ALUMINUM MULLION
SEE MULLION APPROVALS FOR # 12 X 3/4' S.D.S. SEE MULLION APPROVALS FOR
MULLION TYPE, SIZE AND MAX. FLAT HEAD, PHILLIPS. MULLION TYPE, SIZE AND MAX.
OESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND OES�GN PRESSURE UMITATIUNS.
(ALUM. 0.078` MIN. THICK) DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE
AND FASTENER SPACING) 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN
NOTE: THE LOWER PRESSURES OF SINGLE i� SHIM
HUNG WINDOW OR MULL SHALL GOVERN N
INTERIOR it H _ —o SEE 2ELEV.SFOR SPACING
NOTE:
t; NOTE:
+
1, ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
it 2. METAL STRUCTURES:
A) STEEL : Fy = 36 KSI MIN.
(STEEL 18 GA MN. THICK - 0.0411 )
EXTERIOR PERIMETER WINDOW FRAME 8) ALUMINUM 6063-T5 MIN.
SEALANT (ALUM. 0.078- MIN. THICK)
EXTERIOR GRADE 2 EXTERIOR E 1
PERIMETER CAULKING
FRAME MULLING DETAIL • • • • • • .METAL STRUCTURE ATTACHMENT DETAIL
coo
• • • • • • • • • • : • • PRODUCT REVISEC
• • 0 complying Ivith DIC Flora.
ATTflding Code
AN ptence No 1
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2
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DESIGN LOAD CAPACITY (PSF) --VIEW WINDOWS W/ 3H VENTS
WINDOW
g
Jamb
Anchors
+ / _ Pressures (psr)
Glass Type
4
Glass Type
5
Glass Type
6
WIDTH
HEIGHT
19.125
50.625
6
60.0
80.0
80.0
26.5
50.625
60.0
80.0
80.0
37
50.625
60.0
80.0
80.0
42
50.625
MO
80.0
80.0
48
50.625
60.0
80.0
80.0
53.125
50.625
60.0
80.0
80.0
19.125
59
6
60.0
80.0
80.0
26.5
59
60.0
80.0
_
80.0
37
59
60.0
80.0
80.0
42
59
60.0
80.0
80.0
48
59
60.0
80.0
80.0
53.125
59
60.0
80.0
80.0
19.125
63
6
60.0
80.0
80.0
26.5
63
60.0
80.0
80.0
37
63
60.0
80.0
80.0
42
63
60.0
80.0
80.0
48
63
60.0
80.0
80.0
53.125
63
60.0
80.0
80.0
19.125
74.25
6
60.0
80.0
80.0
26.5
74.25
60.0
80.0
80.0
37
74.25
60.0
80.0
80.0
42
74.25
60 0
80.0
80.0
19.125
78
8
60.0
80.0
80.0
26.5
78
60.0
80.0
80.0
37
78
60.0
80.0
80.0
42
78
59.0
79.0
79.0
DESIGN LOAD CAPACITY (PSF) -VIEW WINDOWS W/ 4H VENTS
WINDOW
#
Jamb
Anchors
+ / - Pressures (psi)
Glass Type
4
Glass Type
5
Glass Type
6
WIDTH
HEIGHT
19.125
59
6
60.0
80.0
80.0
26.5
59
60.0
80.0
80.0
37
59
60.0
80.0
80.0
42
59
60.0
80.0
80.0
48
59
60.0
80.0
80.0
53.125
59
60.0
80.0
80.0
19.125
63
6
60.0
80.0
80.0
26.5
63
60.0
80.0
80.0
37
63
60.0
80.0
80.0
42
63
60.0
80.0
80.0
48
63
60.0
80.0
80.0
53.125
63
60.0
80.0
80.0
19.125
74.25
8
60.0
80.0
80.0
26.5
74.25
60.0
80.0
80.0
37
74.25
60.0
80.0
80.0
42
74.25
60.0
80.0
80.0
53.125
74.25
r 60.0
80.0
80.0
19.125
78
8
60.0
80.0
80.0
26.5
78
60.0
80.0
80.0
37
78
60.0
80.0
80.0
42
78
59.0
79.0
79.0
�I
APPROVED
CONFIGURATIONS
UN -EQUAL ME
DESIGN LOAD CAPACITY (PSF) - EQUAL LDE WINDOWS
WINDOW
#
Jamb
Anchors
+ / - Pressures (pso
Glass Type
2
Glass Type
3
Glass Type
4
GlassType
5
Glass Type
6
Glass Type
7
WIDTH
HEIGHT
19.125
26
4
80.0
60.0
60.0
80.0
80.0
80.0
26.5
25
80.o
B0.0
60.0
80.0
80.0
80.0
37
26
80.0
80.0
60.0
80.0
80.0
80.0
42
26
80.0
80.0
60.0
80.0
80.0
60.0
48
26
80.0
80.0
60.0
80.0
80.0
80.0
53.125
26
80.0
80.0
1 60.0
80.0
80.0
1 60.0
19.125
38.375
4
80.0
80.0
60.0
80.0
80.0
80.0
26.5
38.375
80.0
80.0
60.0
80.0
80.0
80.0
37
38.375
80.0
80.0
60.0
80.0
80.0
80.0
42
38.375
80.0
80.0
60.0
80.0
80.0
80.0
48
38.375
80.0
80.0
60.0
80.0
80.0
80.0
53.125
38.375
80.0
80.0
60.0
80.0
80.0
80.0
19.125
50.625
6
80.0
80.0
60.0
80.0
80.0
80.0
26.5
50.625
80.0
60.0
60.0
80.0
1 80.0
80.0
37
50.625
80.0
80.0
60.0
80.0
80.0
80.0
42
50.625
80.0
80.0
60.0
80.0
80.0
80.0
48
50.625
80.0
80.0
60.0
80.0
80.0
80.0
53.125
50.625
80.0
80.0
60.0
80.0
80.0
80.0
19.125
59
6
80.0
80.0
60.0
80.0
80.0
80.0
26.5
59
80.0
80.0
60.0
80.0
80.0
80.0
37
59
80.0
80.0
60.0
80.0
80.6
80.0
42
59
80.0
80.0
60.0
80.0
80.0
80.0
48
59
80.0
80.0
-
-
-
80.0
53.125
59
80.0
80.0
80.0
19.125
63
6
80.0
80.0
60.0
80.0
80.0
80.0
26.5
63
80.0
80.0
60.0
80.0
60.0
80.0
37
63
80.0
80.0
60.0
80.0
60.0
50.0
42
63
80.0
80.0
60.0
80.0
80.0
80.0
48
63
80.0
80.0
-
-
-
80.0
53.125
63
80.0
80.0
-
-
-
80.0
19.125
74.25
6
80.0
80.0
60.0
80.0
80.0
80.0
26.5
74.25
80.0
80.0
60.0
80.0
80.0
80.0
37
74.25
80.0
80.0
-
-
-
80.0
42
74.25
80.0
80.0
80.0
48
74.25
60.0
80.0
80.0
53.125
74.25
74.0
77.0
-
-
-
80.0
19.125
78
8
80.0
80.0
60.0
80.0
80.0
80.0
26.5
78
80.0
80.0
60.0
80.0
80.0
80.0
37
78
80.0
80.0
-
-
-
80.0
42
78
79.0
79.0
-
-
-
79.0
48
78
71.0
71.0
-
-
-
71.0
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FRAME HEAD
L-7701
L LT---
500 ab2
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2.651 —•-�
( eoes-Te A1.laiQ10Y )
FRAME SILL
LL--7702 Lj
2 1 ( E0 _, LLVI�IIIY) 'll
FIXED MEETING RAIL
L-7704
FRAME JAMB
L-77M
C
VENT INTERLOCK RAIL VENT BOTTOM RAIL
L-7705 L-7706
O(eoes-Te �1.n�w) O (eoes-te elznm+vu )
VENT JAMB RAIL
L-7707
0 ( e0e3-" ummrvu )
t-1,175-1_S
VENT SPRING LATCH GLAZING BEAD L-7708 GLAZING BEAD !GLAZING HEAD
L-7539 L-7711 IL-4204
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1.013 .391
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FRAME BOTTOM CORNER
� O
VENT TOP CORNER
VENT dA18 RAIL $N
1VFHr TOP RAIL
BILL OF MATERIALS
ITEM $
PART
REQD.
DESCRIPTION
REMARKS
1
L-7801
1
FIN FRAME HEAD
6063-T6 ALUMINUM
2
L-7802
I
FIN FRAME SILL
6063-T6 ALUMINUM
3
L-7803
2
FIN FRAME JAMB
6063-T6 ALUMINUM
4
L.-7704
1
FRAME FIXED MEETING RAIL
6063-TG ALUMINUM
5
L-7705
1
VENT MEETING (TOP) RAIL
6063-T6 ALUMINUM
6
L-7706
1
VENT BOTTOM (LATCH) RAIL
6063-T6 ALUMINUM
7
L-7707
2
VENT JAMB (SIDE) RAIL
6063-T6 ALUMINUM
8
L-7708
AS REQ'D.
GLAZING BEAD ( 3/8' )
6063-T5 ALUMINUM
9
FS-006
AS REQ'D.
FRAME ASSEMBLY SCREWS
#8 X 3/4' P.H. PHILLIP
10
FS-040
AS READ,
INSTALLATION SCREWS
#14 X 1 1/4' F.H./PHIL.
11
L-7531
AS REQ'D.
BULB VINYL WTS'P
1/4' DIA. BULB #3033
12
PWS-003
AS REQ'D.j
FIN SEAL WEATHERSTRIP
.187'..230'
13
PWS-005
AS REQ'D.
FIN SEAL WEATHERSTRIP
.187'x.350'
14
PWS-009
AS REQ'D.
FIN SEAL WEATHERSTRIP
.187'x.310'
15
HC-024-1
2
SELF ADHESIVE PILE PAD
1/4' X 1 1/2'
16
L-7711
AS REQ'D.
GLAZING DEAD/ INSULATED
6063-T5 ALUMINUM
17
L-4204
AS REQ'D,
GLAZING BEAD - RADIUS
6063-T5 ALUMINUM
18
L-7723
1
SASH BALANCE CAM/GUIDE
<2 X VENT)
19
L-7725
2
RIGID VINYL SASH STOP
(2 X FRAME)
20
L-7727
2
BLOCK & TACKLE BALANCE
BSI Balance Systems
21
L-7539
2
VENT LIFT LATCH
6063-T5 ALUMINUM
22
1_ 7523
1X LATCH
VENT LATCH SPRING
STAINLESS STEEL
23
*
AS REQ'D.,
GLAZING SILICONE
SEE GLAZING @ SHT. 3
24
*
2
Laminateci Glass
SEE GLAZING DETAILS
25
HC-057-1
2
VENT LIFT LATCH
MOLDED NYLON
26
HC-058-1
2
VENT SWEEP LATCH
MOLDED NYLON
27
*
2
FRAME SILL FOAM GASKET
SELF ADHESIVE
26
HC-026-1
1
SCREEN FRAME. & MESH
29
L-7730
1
PRODUCT LABEL
30
*
*
A
31
SM-5504
AS REQ'D.
JOINT SEALANTISM-5504
32
*
AS REO'D.1
PERIMETER ACRYLIC CAULK
I OSI POLYSEAMSEAL
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• • •
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SASH CORNER
DETAIL&
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PRODUCT REVISED
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Baiidiog Code
Acceptance No Lr
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