HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMI-DADE MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Boom 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FI, 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails tome nts of the a licable building code.
This product is approved as a herein, and has bee sign Qcomp
with the Florida Building
Code, including the High elocity Hurricane Zone.
DESCRIPTION: Series-701/620" Aluminum Fixed Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-620.1, ht e "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, 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: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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# 16-0629.13 and consists of this page I and evidence pages E-
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. PlasenciXFIE.
NOA No. 17-0614.10
Expiration Date: February 19, 2019
to o r'i 1 Approval Date: October 12, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.02)
2. Drawing No. NID-620.1, titled "Fixed Window Installation Guidelines", sheets I
through 10 of 10, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, 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 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTm spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0629.13)
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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
1711-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 11-1114.17)
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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.10
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51"
Edition (2014) and FBC-6' Edition (2017), dated 09/14/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-61 Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted underprevious NOA No.16-0629.13)
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No.11-1114.17)
6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0614.10
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1l 11 I ',137.1
1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring
on 02/19/19.
Jorge M. Plasencis, P.E.
Pro uct Control Unit Supervisor
NOA No.17-0614.10
Expiration Date: February 19, 2019
Approval Date: October12,2017
E-3
GENERAL NOTES: SERIES 620
NON -IMPACT -RESISTANT FIXED WINDOW
I)THIS PRODUCT HAS BEEN DESIGNED &TE51ED TO CONS4-T
WITH THE REQURIEMENT3 OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (1*114.
2) SHUTTERS ARE REQUIRED WHEN USED M WINO -BORNE DEI
REGIONS,
FORMASONRYAPPUCATIONSIN
LESS THAN 1-VP THICK ARE TO BE
4WVP-T TIPWIOTH
4r BUCK WIDTH
_ 441WVISSI-E
UGWYAOTH y
_w cH 17H
IWHENUSEDJ SHALL TO PROPERLY TRANSFER 1
------"
TDESIGNED
LOAOSTOTHE STRUCTURE. AND J—
BY
OFTMEIGN
INSTALLATONISTHERESPONSIBILITYOFTXEENDINEER.(EOR) 1T MAX
RESPONSIBILITY
/
OR ARCHITECT OF RECORD, (AOR). OG
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
/
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR
-
i
CORNERSOFTHEFRAME. INSTALLATION ANCHORS SHOULD BE
SEALED. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS,
I
6)M 11V SHIMS ME REQUIRED AT EACH ANCHOR LOCARON
WHERE THE PRODUCT ISNOT RUSH TOTHE SUBSTRATE. USE
—f—
-.
SHIMSCAPABLEOFTPANSFERRMGAPPUEOLOADS.WOOD
i
MAX. SHE
BUCKS.
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WNDOW.
YP. FLANGEI
])DESIGN PRESSURES:
EL TI ON TE:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13W.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PERASTM E13W.
GUIDE TO SHEETS:
C. DESIGN LOADS PRE BASED ON ALLOWABLE MESS
GENEMLNOTES1
DESIGN,ASD.
................ _....
ELEVATIONS ............................. 1
AGEMETHODSSHOWN HAVEREEN
DESI N 24
TORE RESIST THE RRE33Oln%NTRESSI
PRIESSLS.._.—,..........
S..."._._..-"24
DESIGN PION,
E.
REQUIRED DESIGN PRESSLOADSURE. 51NCNEASE
HAS
INSTALLATION,FLANGE............&
H.
NUSED IN THE DESIGN OF
NOT SUN
HASOADBEENUSEDINTORWSIGSED
INSTALLATION, EOUALAE0."....7
FORTHOEVALUTHE
EVALUATION
INSTALLATION, INT. FIN A_.......8
OF ANCHORS INTO MINE
OFANCHORSINTO OOD.A ANCHORS THATDOME INTO
INSTALLATION, LNT.FIN B... ....... B
OTHER DISSIMILAR MEET
CONTACT WRNDTHEOF
MABUILDI
CORNERASSEMBLY............
THE FLORIDA BUILDING
THE REQUIREMENTANCI H. RORID0.BVIlDING CODE FOR
.....9
FLLEB.._.......„..10
ID(MUPARTS
CORROSION AESISTANCE.
ST__..ON
PARTS UST__... ...................".10
9) REFERENCES: TEST REPORTS F11. 4, 304T&T112; ELM
ULTRACON NOA: ELCO CRETEFLEX NOAANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
10)THE 620 SERIES MAY ALSO BE REFERRED AS THE T01 SERIES
CODES/ STANOAROS USED.
-2W T RORIDA BUILDING CODE WH EDITION
•2014 RORIDA BUILDING CODE(MR 5TH EDITION
-ASTM E130OD9
-MSVAF&PANGS-2016 FOR WOOD CONSTRUCTION
-AW MINUM DESIGN MANUAL, ADM-2015
vAISISIOD12
-ABC 36D1D
4BUCK WIDTH
_ 4 1/4'VISIBLE
U
` 11GHT WIDTH
6• ,SHEET. IT
o C C
_
L
92-1/4'
-
VISIBLE
IY M1K.
LIGHT
O.0
HEIGHT
}r
TIP- -
TI
HEIG
1_
6
F"— 12'MAXO..
)FRAME
;TED UNIT)
FIGURE
"A
TABLE I:
TySpe o ,Hp9m SMDN
Y 2
tI4'T
3 13I0'10 Y18•Twn C-T118'Atr-3/iB'iemPP�) 9
DESIGN PRESSURE RATING I MPACTRATMG
VARIES, NOTRATEDFORIMPACT
SEE SHEETS 24 RESISTANCE
4 114' I GISLE
UGHT WIDTH
ryu'cuc�a+I F�2'MAX
G, 5
'
BUUCK
HEIGHT
93.1W
VISIBLE
LIGHT
HEIGHT
5' MAX.
OC.
83-1/4-
ASIBU
LIGHT
or
BUCK
LDS � 1� T{ F. SHUT
T ne
SHEET- 2' MAX. J H, SNEETB
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTEDUNIT) (TESTED UNIT)
SHAPESAS SHOWN BELOW OR SIMILAR, MAY BE USED BYINSCRIBINGTHE SHAPE IN A8LOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24.
ANCHOR SPAUNGTO BE V MAX. FROMCORNERSANO 12'0.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
]WIDTH---{ I— WIDTHWIDTH--I H' WIDTH —I
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Window Design Pressure (+)Y psQ for Glass Type 1
LongSide
In
84-7/8
Be
92
96
100
104
108
112
1 118
1 120
124
128
1 132
136
1 140
1 144
30
+1001-146.8
+1001.144.7
+1001441.9
+100/-138.4
+10W-135.4
+1001-132.8
+IW.130.5
+1007-128.6
+100/-026.8
+10W-125.4
+1001424
+10W-122.8
+100/-121.5
+100/-120.5
+100/419.8
+100%1168
32
+1001-136.3
+1001-131.7
+100/-127.1
+1001-123.4
+10W-120.3
+1001-117.9
+100/-11&8
+101413.8
+100/-112
+IOW-110.4
+100/-
1.4
+tO196.2 6
+tO
i1DW-105.6
+10W-104.5
+1+142.1 .7
34
+100l-1287
NOW122,3
+1001-177.7
+t00W 13.9
+IOW-110.1
+WO/•iD6.6
+tOW-104.3
+1001-102.2
+iW/-100.4
+/.89
+PW.4
+/.96.2
-B56.5
+ISS
+/.93,8
+/-&i
+p82.1
36
+1001-122
+10(Y-117.3
+1001-111.8
+100/406.4
+IOU4132.6
+109.7
+/96.9
+/.84,4
+/-92,2
+1-00.1
+/$8
+f$88
+/$5.2
+f-84
+!$3
+!$2
38
+100l-120.2
+1001-115.1
+1001.107.6
+1001-102.5
+/-98A
+1A4.5
+1A1.2
+/$7.9
+/-85.2
a/.83
4A1.4
+1498
+1-78.4
4/-77.2
+/_78.2
+A75.1
40
+100f-1178
+1001-113.9
+100/-106.8
+10O%100.8
+/$6.1
+/-91.6
+/$8.9
+1MA
+111.1
+f-78.9
1-78.9
1+/-73.4
+/-71.8
+/.70.3
+/$8.6
42
+100/413.9
+10W-112.6
+1001-106.2
+10W-100.6
+/55.3
+/$8.9
N$5
+1.81
+A78.7
+/-78,1
+1•73,5
+671.2
+/-09
+/$7
+/$5.2
+7$3.5
44
+100/-110,5
+1001-109.1
+100/-106.8
+1001-100.7
+/-95A
+1$9.9
+1$4.1
+/$0.8
+/-77,8
+1-74.4
+1-7L8
+f$8.5
+/$5.9
+/-63.4
N$i.8
t/$0.8
46
+1001-107.4
+1001.108
+100/-104.3
+100/-101.1
+/$5.7
+/A0.3
+/-64.6
480.6,
+/-77.4
+/-04
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+/67.2
+/$3.9
+/.61.7
48
+100/-104.8
+10W-103.1
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+11
+/$B.6
+/$3
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+/59.6
+/$8
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+100/4021
+1001-100.6
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+/$7.3
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+1993
+196.5
+/-94.9
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+/.92
+/$6.6
+/$2
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1 +/_75.3
+1.71.6
d$7.8
+/$4
+/$1.4
54
a/97.6
+/96.2
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+192.6
a/91.3
+790
+/$7.2
+/$2.4
+/-78.8
1 +/45.8
+/-72.2
468.8
+/$4.8
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+1-09.3
488
+/$8.8
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+t-819
+1$7A
+196.1
+/$4.9
+!$2.3
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+/-72.8
60
+/-02.8
+191
+1$9
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+/$5.7
+1$4,3
+/$3.1
+/$1.4
+/-78.7
+/-76
62
+/91.5
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+/$7.6
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+/.84.2
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84
+140.3
+1964
+185.3
+/-84.4
+/$2.7
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+!$9.3
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+/$5.1
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+/$1.4
+/-79.9
68
481
+/$8.3
+1$4
+/$2
+A$0.2
+/-78.7
70
+/$7,5
+1$5.4
+1-03
+/-80.9
+/-79.1
72
+/$8.8
+/$4.8
+/$2.1
+/$0
74
486.3
+/$89
+/$1.4
+A78.2
76
+/.85.8
+483.4
+/$0.7
78
+/$5
+/$2.4
+1-79.6
80
+/$x9
+/$0.8
82
+1-01.3
847f8
+/.79,4
1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS. SUBTFJICT 1-FROM THE TIP -TO -TIP OIMENGION TO DETERMINE THE BUCK DIMENSION.'
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NE%TAVAMBLE SHORT OR LON001MENSKIR
3) FORARCHITEC URAL WINDOWSFIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL OIMENSIONS COMPLETELY FIT WITHIN,
TABLE DIMEN610N5 MAYBE
"Po WEO VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
r- LONG BIDE d
SHOW 9
810E
L SHORT
610E
�-- LONOSIDE -.-I
SHORT
BIDE
L
Uj
LONG
BIDE
�
USED AT CURVED
FRPMEMEMBERSONLY
911-MO.C.MAX
E ERIOR
a
GLASS TYPE 1
615-
GVSSBRE
GLASS
PRODUCTREVISED
9uiWin9Vdg WlM NO FloNBR
Nou-NalLd 17-0614.10
E Piromn Date 02/19/2019
ADDITIONAL SIZES TO TAEU
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Window Design Pressure (+/T psf) for Glass Type2
Longde (in)
84-718
88
82
IF 9V
1 100
104
1 106
1 112
1 116
1 120
1 124
128
132
136
1 140
1 144
30
+1001-145.8
+10rY-td4.7
+100%143.4
a -142.2
+10W-141.2
N001.140.2
NON-139.4
+1001-138.8
+100)437.8
+1004137.1
+1001-136.5
+1001-135.9
+1001-135.4
+100t-134.9
+10N-134.4
N00/-134
32
+1001-1336
+1DN-137.5
+100%1381
+10N-135
+10N-133.9
NDN-139
+tON-132.1
+100/- 1.3
N00%130.5
N00,'-728.8
+fON-129.2
NON-128.8
+10N-128
+1001427.5
NON-127
+100%128.8
34
+1001-1324
+1DN-131.2
+1001-129.9
N0N-128.7
+1001-127.6
+1001-126.6
+10N-125.7
+100/-021.8
+1 24A
+Q01-123.4
+1001-122.7
+10N-122.1
+1001-121.5
N001-121
NON-120.5
+7001-720.7
30
♦IW/•126.8
NON.125.7
+100/-124.3
N001-123.1
+100%122
+1001-120.9
41001•120
+1001-119.1
+101-118.4
+1001-117.6
+1DN•117
+10N-116.4
+100/-115.8
+1001415.3
000/414.8
+/0N-114.3
38
+1DN-1221
NDN-120.8
+1001-119.4
+100/-118.1
+1001-117
+1001-11S8
N001-115
N001-114.1
+100%113.3
a1001-112.6
+1031-111.8
+1DN-111.3
+1001-110.7
N00/-110.1
+10N-1
+7Z8
+1001•117.8
+700'-116.5
+10N-015
+ -112.5
+100/-711.4
+tON-110.5
+100/-109.8
+ION-108.8
NON-107.7
+10N-105.5
+10N-103.4
NON -102
N-1
atO00.fi
H58.4 .4
-148./b8.2
+1001-113.9
+10N-1126
+100/-11 .
a10D/-109.7
a -f0B.5
+10D/407.4
N001-106.4
+1001-105.5
+1001-103.5
+tON-100.9
+148.7
+186.8
+/94.8
a/431
«/81.6
+140.1
a 100%7105
+I0(Y•1D9.1
+10N-707.
+100/-104.9
N00/•103.8
N00(-102.7
+1001-101.8
+/19.2
+/-98.1
NA3.6
+/-90.9
H-88.7
+/-W.5
+/94.8
+/A3,2
46
+1001-107.4
+7001-108
+1001•104.3
N00%102.9
+100t-101,8
«10D/400.5
aG99.4
M98.5
+1A6
+"2.5
+/89.1
+/d6.3
1 +/.83.7
1 +/-81.8
+/b01
+/-78.8
48
+1001-1046
+ION-103.1
+100f-101.5
+/-100
+/88.7
+/87.5
+ImOBA
+A95.5
+/-94
+189.8
+188.2
+/83
+/80.8
+I-79
+1-77.1
+/-75.3
50
+100/-1021
+70N-1D0.6
+/88,9
+/87.4
H88
N84.8
+/b37
+/82.7
1 +/-91.13
1 +188.7
+1-94
+141.6
a/.79.1
+1-70.7
1 al_74.7
+/-725
52
+149.8
+/88.3
+148.5
+/.94.9
: +/-83.6
+/82.3
+181.2
+/80.2
4-89.2
+/88.4
+/83.8
+/40.6
+/-78.2
W-75.6
-
54
•/47.8
+/86.2
+/44.4
+1.92.8
+"1.3
+/80
I a/4sa
+187.8
+/48.8
+146
+184.1
+/80.8
4-77.6
2
w
56
+/45.9
+/84.3
+142.4
+1-90.8
+/49.3
+148
486A
+/45.7
+/84.7
+143.9
+/83
4/41.2
58
+/84.3
442G
+180.8
+1-88.9
+187A
046.1
+144.9
+/83.8
4-82.8
+/81.8
+1-01
N
60
+1-02.8
+/81
+/89
. +/-87.3
+185.7
484.3
+/43.1
+/82
;Feo 9
+/40
02
+/81.5
469.6
+147.8
+185.6
+/84.2
+1-82.7
+/41.4
+140.3
41-792
84
+/40.3
+/88.4
+146.3
+/84.4
+/417
+7.81.3
+/-79.9
+1-78.8
86
+/89.3
487.3
+/-05.1
+/43.1
+l-01A
+F79.9
+/-78.5
68
+/88.3
+/.88.3
444
+/82 -
♦/40.2
H-78.7
70
+/47.5
+1-8&4
+/43
+/40.9
+/-79.1
72
+/46.8
+/84.6
+/42.1
+180
+1-78.1
74
+/88.3
+/439
4/41.4
+1.792
76
+/85.8
+/434
+/40.7
78
+/45.4
+/82B
480.1
+145.1
+/825
a
+144.9
+/84.9
Nu i cow
1) BUCK DIMENSIONS SHO'NN. FOR FLANGED WINDOWS, SUBTRACT P FROM THETIP-TO-TIP DIMENSIONTO OETERMWETHE BUCK DIMENSI,,.
2)FORSUESNOTSHOWN,ROUND UPTOTHENEXTAVA SLESHORTORLONGDIMENSION.
3) FORARCHRECTURAL WINDOWS, FIND THE SMALIEST WINDOW SIZE IN THETABLEASOW WHICHTHE OVERALL DIMENSIONS COMPLEfELYFIT WITHIN.
TABLE DIMENSIONS MAYBE
ORIENTED OR
HORIZONTALLYASLLY AS SHOSHOWN.
LONG
SIDE
f+-LONG SIDE 2'
SHOW fl 1
SIDE
1 SHORT _
J- 310E
j
LONG
SIDE
-I-�- LONOSIDE
* 1
SHORT
SIOE
L � SHOOT
BIDE
GLASS TYPE 2
wr
GLASS SITE
PRODUCT REVISED
NQA-NPiNPB wIt Me PI.dd.
. Caadd
OA-a. 17-0914.10
EKPImBae Date 02/19/2019
JR-O61OB117-ADDED
.. ADOMCNAL SIZES TO TASL
N
4
O
?t
9
O N b
eT 6
0:
N
W
0 �i
z
In
In
U U o o a
Wo
H W j
0
O
Z @
O
N
J
<
O
m
®
z
K
I.,
z
g
3
ti
0
i
n
olds
O
W
�
O
X
W
o• I I
No, SPOS
,701VAL ENGi=
�'1rrnu n"o `
TA 174
Window Design Pressure (+I-, psQ for Glass Type 3
Lon Side
in
84-7/8
88
92
BB
100
104
108
1 112
1 116
1 120
124
128
132
130
140
144
30
+100f-145.8
+1001-144.7
+1001-143.4
+100%142.2
+IOW-141.2
41001-140.2
+ICDI-139.4
+1001-138.6
+100/•137.8
+10W-137.1
+1001436.5
+107438B
+1001-135.4
+100/734.9
+1031-134.d
a700%131
32
+1001-138.8
+10W-137.5
+1001-135.2
H00/-135
.1001-133.9
+10-133
+10W-1321
+1001-131.3
+10W136.5
+190/420.8
+10W-128.2
N00f-128.6
+10-118
+1001-1275
N001.127
+10W-1266
34
N00%1324
+1001-1312
+1001-129.9
+1001-128.7
+10W-127.5
+1001-1266
+10W-125.7
NOW-124.8
+1001-124.1
N0W-123A
N001-1227
+100f-1221
0OW-121.5
+1001-121
0OW-120.5
+10W-12DA
36
+011-126.9
N0W-125.7
+1OW-124.3
N00/-123.1
+1001-122
0=420.9
+1001-120
NOW-119.1
+1001-118.4
+100/-117.6
+1001-117
+10W-116.4
N001-115.6
N011-115.3
+10W-114.8
+10W-110.3
38
+100/-1221
N00f-120.8
+10D/-/19.4
+10W-118.1
4100/-117
+1001-115.9
+IOW-115
I +10W-114.1
+1001-113.3
+10W-1128
+1001-111.9
+100-111.3
+1001-110.7
+1001-110.1
NOW-1096
+t00I-109.1
40
+1001-117.8
+100-116.5
+1=415
+103/413.7
+100d125
+1001-111.4
+in-110.5
I +10D/409.6
+10W-108.6
+1001408
+1=407.3
N00-106.7
+19W108.1
N001-105.5
4100/•705
+10W-104.5
42
+100/-1119
+100-1128
+10W-111.1
+1001-109.7
+1001-108.6
+1001-107.4
+10W106.4
N001-105.6
+10W-104.7
+100-103.9
+10W1032
N00'-1025
+100-101.9
N00-101A
+100-100.8
+1001-100.3
44
100-itD.s
+ taa-r�.t
♦ seol-1m.s
OW
+1 .1oe.1
+ 1o9ra01. B
OW
+1 ao3e
+ 1�'-1027
+ 700-10I.8
N00%101
+ 100-7002
+! 4f8.5
a/ 98.8-
+ /98.2
+ 197.8
+ /97.1
+l-B8.8
46
N9W-107.4
+10W106
+1001-104.3
+1001-102,B
+10W-101.6
41001-100.5
+&M4
+/-89.5
+/-97.6
+/-96.8
NAB.1
+I -GSA
+684.9
+/-942
HE3.6
+7R1.1
48
+I=-104.6
♦107-I03.1
+10W-101.5
+/400
1 +148.7
+7-97.5
+/-SDA
+W.5
-494.8
N93,8
+1.03
-1-92.3
+1A1.7
M-91.1
+/s0,5
M-90
60
+111114O21
+1001.100.6
086.9
+/97.4
+/98
+194.8
+03.7
+/92.7
+/91,8
+/90.9
+/902
+/-as
+1-66.8
+L88.2
+/97.7
+197.1
52
+/99.8
+/98.3
41965
.144.9
+/93.6
+/923
491.2
+/90.2
+/-89.2
+/984
+/97.6
+/46.9
H982
+/968
64
+197.8
+/962
+/94.4
+/928
+/91.3
+/90
+l4&9
a/47,8
+/-89.8
.1-88
+145.2
+/&A5
+/93.8
y
58
+1.0.9
+194,3
+192A
+/-90.8
+/49.3
+148
480.8
+/45.7
1 +/44.7
+143.9
083
+/423
58
+/-94.3
+/926
4-00.6
+1-80.0
+MIA
+/48,1
+F84B
+143.8
+/-62.8
a/A1.8
+/41
h
Go
+142.8
+/91
0.89
♦1-81.3
+/45.7
+/44.3
+/43.1
+/42
+/40.9
+/40
fit
401.5
+/49.6
+147.6
+/45.8
+/.842
+/42.7
+141A
+/40.3
+1-79.2
64
+/90,3
+/48.4
+/46.3
+WA
+/42.7
+/41.3
+/-799
N-78.8
66
+/49.3
+/47.3
+/45.1
+/43.1
+/9fA
+/79.9
+1-7a5
fib
+/48.3
+/463
+/44
+142
+1402
+178.7
70
+1-87.5
+/454
+/43
+/40.9
+/-79.1
72
+I48.6
+/44.8
+142.1
+140
♦178.1
74
+/48.3
H439
+141.4
+/-79.2
76
+/45.8
+/43A
+/40.7
78
+/45.4
+/429
+440.1
80
085.1
+/4E5
82
+/44.9
84-718
484.9
NOTES"
I) SUCK DIMENSIONS SHOWN, FOR FLANGED WNDOWS, SUBTRACT V FROM THETN-TO-TIP DIMENSION TO OETERMINETHE BUCK DLMENSIW.
2)FOR SRES NOT SHOWN, RWHD NP TOTHE NWAVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WWOOWS, FIND THE SMALLEST WINDOWSRE IN THETA EABOVEWACHTHE pYEMLL DIMENSIONS WMPLEiELY RTWR1UN.
�'�-- LONG SIDE
SHORT
�.
SIDE
L
7
LONG
SIDE
SHORT
HR 1
SIDE
i--- LONOSIDE -rl
SHORT
SIDE
L
OMS• �J�_�
GIA95 STACK
GLASS TYPE 3
PRODUCT REVISED
BW1co41mply
n9 Cadinge wiN No PIeH4e
NOA-N_ 17-0614.10
eaplmmn Date 02M 912019
JR-OM07-ADDED
S A001TIONAL SRES TO TABLE.
s
I�
EDGE
DISTANCE
INSTALLATION
TYPE A
DUWwOOW CK EXTEROR
HEIGHT
HEIGHT I "BIBLE
LIGHT
!EMBEDMENT
1A MAX
- SHIM
TYRANCHORTYPE,
EMEEDMENTANDEDGE
DISTANCEPERSUBSTRAT
SEETA8LE5,THISSHEEF
INSTALLATION INSTALLATION
TYPE C TYPE B
EMBEDMENT 1XWCODBUCKSTRP,
I.� 1/4•MAX SEE NOTE 2, THIS SHEET
SHIM
..'. .... ..'. TYP.ANGIOR TYPE. EMNEpMENTANO
EDGE DISTANCE PER SUBSTRATE,
EDGE B SEE TASTE 5,TH15 SHtTF '
STANCE
11V MAX. SHIM
METABLE5,
THISSHEET
Y
EXTERIOR
•-
CONCRHTE/CMU
PERANCHOft
12
NSIBLE LIGHT WIDTH= 5•,•
_
'
,
REQUIREMEM
WINDOW SUCK W DTH-2-14-
'
_
WINDOWBNCWIDTH
CONCRETOR
TIPT(}TI-P WINDDOW MOTH
PER HREMENI
REOUIEMENI
HORIZONTAL SECTION A -A
TABLE R
L!
INSTALLATION
METHOD D
INSTAUATIONANCHOR
UNOERNEATHTHE
BEADING EXTERIOR C
M11W-DARE APPROVED MULLION
(SEE SEPERATE NOR), A LUMNUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROP--_
TABLES.THISSHEET
r-1H•MAKSHIM
AneWr
S dtn!e
1, Ed,
m0 Mh Ee0mOM
BeD.C.
P
N2 erp 4d106&6cmv
.. SOMInm P ne SG= .
IN6NA fIRe.. mh
O.o
—IT
A%9ke1
r
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are•
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tr
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B01
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AklThw4-�
low
06Y •
1r
AM 61a1
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O.OW'•
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54eI6tW, Gc 3T mlrt
18'
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1Y
1MVID 55 CnteFkx
VIpnUHd CMU, 0)
3-I1r
tr
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Canenb (mh 9.15ke�
1•
HWe
1SI4'
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tl4' eleal UMxon
Corcmu hNrt S.bS kal
f•
tdl4"
IY
Coromte pNrt 2,08 tel
2-112
1318'
12
WpnNeC CMq 6TM C90
2-1/Y
1df4'
IY
GIemN CMU. STM CRO
Z-1YP
1-Y4`
lY
d16'SIetl UMem
CmeNe BM.3.6 AeS
1-V4'
taU4'
1r
onutaS Onu ASTM eGo
auY
t�fe
Iz
- MIN, GF 3 THREADS BEYOND THEE USED U R GROUTED
'UNGROUTED CMU' VALUES MAYBE USED FOR GROUTED CMUMPLILgTI0N5.
t_
NSTALIATION NOTES:
1X WOOD B.THSTRIP,
SEE NOTE 2,THI5 SHEET
1. USE ONLY ANCHORS LISTEDONTHIS SHEET.FOILDW EMBEONEMAND EDGE
•
D ISTANCESTPNCE MMR6.
EMBEDMENT
.
CONCRETE PER ANCHOR
2 WOOD SUCKS DEPICTED ON THIS SHEET AS'1%',ARE BVCNS WNOSETOTAL
-
"REQUIREMENT
BE
THICKNESSISLESSTHANI-1fDCONCOOE.
T M000ABEOPTIONPLRDNRCAN
WC 1E
IREGREAT
•
1- THICK GREATER
R INS1A UTIOMT SUSSTRSMOF SUCKS
MOO BUCKS
TOBEE GI EE OTHERS
TO BE ENGINEERED BYOTNERS OR AS APPROVED BY AUMORITY HANG
AS APPROVED BY AUTHORITY
ITYHAM
I
INSTALLATION I EDGE
TYP.ANCHORTYPE.EMBEDMENT
JURISDICTION.
DISTANCE
TYPES
AND EDGE DISTANCEPER
SUBSTRATE. SEE TPSLE 5, THIS SHEET
THE BE OFA SITE
3. FORATTACHMENTSUPPORT
VERTICAL SECTION B-B
TO
TO pRG"OE FULL SUPPORTTOTHE WIFIDOW FRAME.
WINDOW FRAME.
APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WBIOpW ORMII W ON
NOA
NOAAPPLIFSTO WHOLE SYSTCM,
PRODUCT REVISED
pry1yYY MM M. HaD0p
elB . Co�O
EMBEDMENT ROA-Re. 17-0874.10
EAPI-d-- D.w-R/T 912019
Mel01N
MI4Fr
Mh F,
am BIDq
92k9I
1Wk9
4105
WkN
110kSi
Etc UUI
I$Mi
In ke1
6105SE1000etF 8
12I.4kSl
IM7kN
50 75NumDMp
tbgi
OR
ARsw
30tfii
9-ft
0, F3suw
-TJ3w
4 and
EDGE
DISTANCE
NG CHANGES THIS SHEET,
m
r
U
>
a3
vB
0
@
Y
a1W
N
(i N
4W
R•
N
I.
5
w
m
W
Oro
Zum
^
?
m
- 0
❑
g
U_Uc
®
W
O y
Z
o0
oZ�
O
o
Jg
6
0
0
50
ov,
0
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❑
I
:5
J
61I
PRODUCT REVISED
z%WaoO euaysmw INSTALLATION INSTALLATION a 2SCOMBallcHnal�,u,�a..lu ue Flonea
DISTANCE y OR FRAMING, SEE TYPEG TYPEF NOA-N. 17-0614.10
NOTE 2. 2.THISTHISSHEET EMBEDMENT
IS 1%WOOD STRIP, Ewplm04n Dale O7J18/208 1
EMBEDMENT BEE NOTE 2, MIS SHEET BY
INSTALLATION M4. hyx
1 —� Mlam -0ade m e
TYPEE � J_ � TW. ANLHORTYPE, FMBEOMENTAND EMBEDMENT BNIN
fJ � @ EDGE ETAKEEPERSSHETRATE, EDGE
J_1 -EDGE- .. .. r-I61 BEE TABLE O, THIS SHEET DISTANc
VT
`lEMSED
u
HORTYPE,
EMBEDMEMAND EDGE .. /'•
ATCURVEOEXTERIORE CURNIESONLY
W O.c. NA%
CONCRETEICMUPERANCHORREQUIREMENTWINDOWBUCK
HEIGHT1]r•
SHIMSTEEL
ELF-DRIUNGSMS
MIKE(GM.
SEE TABLE 6.
LIGHTTHISSHEET
BUCK
INSTALLATION
TYPE H
EXTERIOR
MIAMI-DADS APPROVED MULLION
(SEE SEPERATE NOAj ALUMINUM,
STEELFRAMINGORSTEELSTUD.
SEESUSSTRATEPROPERTIES,
TABLE O,THI8 SHEET
4 I
MIKE UGHT WIOTH =
WINDOW SUCK WIDTH -2-Y4•
WINDOW BUCK WIDM
HORIZONTAL SECTION C-C
TAALER
CONGRETEICMU
PEAANCHOR
REQUIREMENT
Nlctgi
6oDclrebMK
geterce
MM. Embedment
4� 4
012 er M4410 SS Screw
DLWm a O=4
Blie
1dl'
IT
5'
D.DOJ•
IT
AMSt..1
YB'
0.W
IT
6neI 51vJ. Gr. a WIR
31Y
004S Ita c)•
lY
012 or M4 Sled screw IDS)
P.T. ScuNem Mne 8G=459
w1S
I. r
1T
ANeWn. W61T5 mild
AMS6 .l
31C
YB'
4069••
O.OA'•
IT
1Y
6btl 61 Gr. 3]mle
13'
O.OL^ 10 Ge
13'
I/4.410SSGebFke
ryreMed IXAU'(A9 L'90)
2-VS
1-1/4•
1Y
C<nemb lmin 3.35 h4D
1•
1-MP
1T
1/4•Sleel lffiamn
Canemb It 259bi
P
1 Wr
IT
Tcrcmtc PnI12.151M1
2-U
I8r
1T
UnomM.o CMq TM CBDI
2-W7
-14•
u•
GmYM LMU, 9TM CB0
2.HF
1 4
11
5/1S 8bN U3mm�
Co.M "or oo."
1-VP
I I
tY
G'cNM CMU A3TM CE0
2-11Y I
1-o"
tY
Eei VrvY IItt4 ,ULL U.HHAIt.
TNGROUTED CMV VALUES MAYBE USED FORGROUIED CMU APPJGTIONS.
M90DBUCKSTRIP,
INSTMIATIONNOTES,ENOTE2,THISSHEkT1.
USE LISTED ON THISSHEET. FOLLOWEMBEDhEMAHD EDGE
CE MMITCHOR6
DIsrANLEunvrs.
PER
EMBEDMENTCONCRETE
MEDGE
ANCHOR
2WOOD BUCKS DEPICTED ONTHL48HEET AS•1%•,ARESUCKSWHOSETOTALTHICKNESS
IS LESSTHAN I-1RUHYPALLEDDIRECTLYTOSOUDCONCRETE.
WOODBULKSDEPK:TEDAS2%•AREAM
THICK OR GREATER. WSTAUATION TO THE SUBSTRATE OF W000 BUGM TO
INSTALLATION
BEENGINEEREDBYOTHEREORASAPPROVEOBYAUTHORITYNAMINO
TYPEF T'�NCHORTYPE,EMBEDMENT
JURISDICTION.
DGE DISTANCE PER
SUBSTRATE, SEE TABLE S. THIS SHEET
3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SEE TO
VERTICAL SECTION D-D
PROVIDE FULL SUPPORT TOTHE WNDOW FRAME-
4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WPIDOINOR MUI.U0N
NOA APFUEB TO WHOLE SYSTEM
Mmalm
NB. Fr
t1iL Fe
gee Son
92 hs
12p19
1105pm
901Oi
110 kd
F#a NnfmD
155 kf1
1TTtrs
41055 Elm GM�lei®
12].4 ksl
183.71oi
BOB3TS UYnun
1BkN
22 ks
A3
36kv1
SB ti
. 93MB51 WS Shq
33bs
d5ks1
= NO CHANGES THIS SHEET.
PRODUCT REVISED
TYP.ANCHORTYPE,
2X MOD BUCI(STRIP
tom I vllb Me Ronde
OutI ap
EMBEDMENT AND EDGE + EMBEDMENT
ME
ORFRAMINGSEE
R,TM53MEET
INSTALLATION
INSTALLATION
e 17.0814.18
NOA-Ne.
DISTANCE SUBSTRATE,
sEE TABLE i, THIS SHEET
.NOTE
TYPE J
TYPE K
EapimOen Dale 021'19/2079
INSTALLATION
EDGE
O DBrEaNGE 01`"�PNLC�_
I-.—
EDCEDIsrANGETYPEI
_
Mhm sa rmuM nro
BUC5TRIP
2X WDGO BUCKSiRIPNG,
6EEOR
FRPMING SEEHIBSHEET
NOTEZTHISSHEETSHIMDGCDISTANCEE.3
SHIMEDGEDISTANCEPERSUBSTRATE.
SEETABLE7,TWSSHEET
EXTERIOR
a
BUCK
BUCK
HEIGHT
/1
BUCK
HEIGHT•
244-
INSTALLATION
TYPE J
L
1l4'MAK SHIM
INSTALLATION
TYPE L
+{ EDGE DISTANCE
l NGSMS
SELF-0RIWNGBM3
(GSA THISSLET,—\
THB SHEET Ip
EXTERIOR
V
MIAMNDADE APPROVED MULLION
(BEESEPERATENOA).ALUNMUM,
STEF1 FRAMIND OR STEEL STUD.
SEE 9VBSIRATE PROPERTIES,
TABLE 7.TH1951EET
B EMBEDMENT
J_
EXTERIOR
4
2 n
t7
WINDOW SUCKWOTH-24Al'
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TABLE P.
AncboT
3ubalmle
Mm.EEpa
Oixleroe
MmsPI.ad�OO.G.
2- /Y x .H3• ex ap
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6"
5'
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2.1M'x.145'RooIn NaY
P.T. Suulhem Pine SG=0.55
31T
6'
010x 1-3Ie.IEM, OWY
P.T. Soulliam Plno SG=D.55
10
5'
Aluminum, 6D0}T5 min.
&IT
S
1116-A36 Steel
5113'
S•
8045' 10Oe SDe19bM. Dr. 33
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Maleli
NIn.FT
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SI¢H 60ca
921a1
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22 is
AM SI
30 pi
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N. 353¢I Mud
33 Lsi
45ttl
EDGEDLSTANCE
I TYP.ANCH RTYPE.EMBEDMENT
!^ EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 7, THIS SHEET
INSTALLATION NOTES,
VERTICAL SECTION F-F
1, USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EM6mMENTAND EDGE DISTANCE OMITS.
2.FORATTACHMENTTOMETAL:THESTRUON M'c6BERSHALLBEOFASDETOPROVDEFULLSWPORTTOTHEWNOOWFRAME.
3. IFAPPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLlESTO WHOLE SYSTEM
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INSTALLATION
TYPE N
NOTE 2, THIS SHEET
EMBEDMENT
INSTALLATION TYPE M
EMBEDMENT
H MAX
SHIM
I SHM
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OR FRAMING ME
NOTE2,THISSNEET
8, THIS SHEET
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K
CONCRETER:MU
PERANCHOR
REQUIREMENT
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INSTALLATION
TYPE O
STEEL
ELF -DRILLING EMS
(GS), SEE TABLE B,
THIS $HEEP
INSTALLATION EMBEDMENT
TYPE N
1X WOOD BUCKSTRIP. SEE
NOTE2,THISSHMT
WINDOOW
VIW WIDTH= _ WBUCKK WBUIDTH-3-N4'
WIND0W BUCK WIOM
HORIZONTAL SECTION G-G
�BEDMENTANDEOGE
II
E ERIOR
ITANCEPERSUNTRATE,
C�
lu
E TABLE B, THISSHEET
r-114-MAXSHIM
MIAMIAADE APPROVED MULLION
(SEE SEPERATE NOA),ALUMINVM,
STEEL FRAMING OR SIEELSTUD.
SEE SUBSTRATE PROPERTIES,
1X WOOD BUCKSIRIP
TABLE %THIS SHEET
Mchar
Subduste
LEIEd
Mm. Emkeame0t
mar. DO
013cra14410SSSaaaa
RTS.e Pore S 0,55
me-
1yr
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NB
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0.087•
4.P
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NB'
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AN Steel
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318-
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1-1M'
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2.112'
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134'
8.1
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,AST
2-11P
.v2•
I-N4`
8.1-
SEE NOTE 2, lHIB SHEET `MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
'UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
INSTALLATIONNOTES•
1, USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMBS.
2. WOOD BUCKS DEPICTED ON THIS SHEETAS-11C. ARE BUCKS WHOSE TOTALTHICKNESS IS LINEMAN
1-IX. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTOSMID CONCRETE.Slime
WOODBUCKSDEPICTEQAS2 ARE I-VPTHICKORGREATERINST TIONTOTHESU&STRATEOF
EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED SYAULHOWTY HAVING NRISDIOTION..
DISTANCE -
3. FOR ATTACHMENT TO METAU THE STRUCTURAL MEMBER SWILL BE OF SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H 4 IFAPPLICABLE LOWER DESIGN
PRESSURE FROM EITHER WINDOW OR MULLION NOAMPUES TO
WHOLE SYSTEM,
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him. F,
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120ksi
410
/10Srnw
90 kM
110 tlsi
OwUI
155 ks1
177ksi
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22 k9
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93 ksi
ksl
PRODUCT REVISED
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