HomeMy WebLinkAboutNOA; Series PW7620A Aluminium Fixed WindowM IAM I•DADE
•ll.l'1►1�1
DEPARTMENT OF REGULATORY AND ECONOMIC
NOTICE OF ACCEPTANCE (NOA)
JUN 0 3 2021
Sr. Lucie County, Permled*
[-DADE COUNTY, FLORIDA
DUCT CONTROL SECTION_
11805 SW 26 Street, Room 208
Miami, Florida. 33175-2474
PGT Industries, Inc. " W
1070.Technology Drive CODE COMPLIANCE
North Venice,.FL 34275 S T. LUCIE COUNTY
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of constructiooliv
materials. The documentation submitted has been reviewed and accepted by, Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County -Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this,product or material fails to perform
in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, .or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance if it is determined by Miami Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to :comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Seriesw`Iama nmpanu +� i�ec1 °Window
APPROVAL DOCUMENT: Drawing No. MD-7620A.1, titled "F.ixed .Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13; with revision E dated 03/11/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E:, bearing the Miami -Dade County Product Control Revision stamp
with the Notice ofAcceptance 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 No..18-0430.04 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above. .
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401.09
MIAMaCADE COUNTY Expiration Date: February 19, 2024
�. Approval Date: August 06, 2020
T7/27/20 Page 1.
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .
l.. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA. No. 08-1112.09)
2. Drawing No. MD-7620A.1, titled "Fixed)�indow Installation Guidelines", sheets 1
through. l l of I I, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and. sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430. 04)
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 glassdoor, 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 1 l/16/15; 06/07/16
and 06/02/16respectively, all signed and sealed by Idahnis Ortega, P.E.:
(Submitted under 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 203-9.4
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.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA 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)
Manuel Perez, P:E.
Product Control Ex r
NOA No. 204401.09
Expiration Date: February 19, 4
Approval Date: August 06, 2020
E. -1
PGT-Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS .NOA 's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61b
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.04)
2. Glazing complies with ASTM E130049
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 II 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, complying with FBC 6" Edition (2017), dated April.
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.18-0430.04) .
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony. Lynn Miller, P.E.
(Submitted under NOA No.18-0430.04)
3. Proposal No.17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.:
(Submitted under NOA No. 18-0430.04)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, RE
(Submitted under NOA No.18-0430.04)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No.16-0629.13) '--7 , A
Manuel Perez, PX.
Product Control Ex4mm r
NOA No. 20- 01.0
Expiration Date: February 19, 4
Approval Date: August 06, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS .(coNTINuED)
6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin.D, Brinson, P.E.
(Submitted under NOA No.11-1114.17)
7. 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)
G. OTHERS
1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window — N.I.; approved on 10/12/17 and expiring on
02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing. No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision E dated 03/11/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller; P.E.
B. TESTS
1. 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 ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8, in proposal).
FTL-20-2101.3; PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminium Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by I&hnis Ortega, P.E
Manuel' Perez, P.E.
Product Control Ex r
N& No. 20- 01.0
Expiration Date: February 19, 4
Approval Date: August 66, 2020
E-3
PGT.Industries, Inc.
NOTICE :OF ACCEPTANCE:. EVIDENCE: SUBMITTED .
2. NEW EVIDENCE SUBMITTED (cONTEWED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6 h
Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7th Edition (2020) on 03/19/20, signed. and sealed by Anthony Lynn Miller,
P.E.
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 FBC 6th Edition (2017) and the
FBC 7th Edition (2020), dated March 10, 2020, :issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2018, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section; dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
I. Notice of Acceptance No, .18-0430.09,. issued to PGT Industries, Inc. for their Series
"PW7620X' Aluminum Fixed Window — N.I., approved on 08/23/18 and expiring on,
02/19/24.
Manuel Perez, P.E.
Product Control Ex r
NOA No. 20- 01.09
Expiration Date: February 19, 4
Approval Date: August 66, 2020
E-4
GENERAL NOTES: SERIES PW7620A
NON -IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.
MATERIALS USED .FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE -
CONSIDERED 1X INSTALLATIONS. IXWOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 14/2" THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR)
OR ARCHITECT OF RECORD, (AOR).
61" TIP -TO -TIP WIDTH
• 60" BUCK WIDTH
57-1/4" VISIBLE
LIGHT WIDTH
_ 6-1/2" MAX.
B, SHEET 5 -1
A I A _ ' 120"
°ET 5 tt BUCK
I T HEIGHT
12" MAX.
O.C.
5) ANCHOR EMBEDMENTTO=BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE
SEALED:, OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS'AND IS
BEYOND THE SCOPE. OF:THESE INSTRUCTIONS.
6) MAX. 1 /4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE 6-1/2"
SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. WOOD MAX
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESISTLOADS -IMPOSED ON THEM BYTHE WINDOW,
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME. ANALYSIS AND GLASS,
PER ASTM E1300.
C. DESIGN LOADS'ARE BASED ON ALLOWABLE STRESS
DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED
TO RESIST -THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA.BUILDING CODE FOR
CORROSION RESISTANCE.
1
T
GUIDE TO SHEETS:
/ 117-1/4"
VISIBLE
LIGHT
/ HEIGHT
I.
C
$HEE
_L� -
12" MAX.
O.C.
121'
TIP -TO
TIP
HEIGHT
I
B -�J. [�-; 12" MAX. O:C.
TYP. FLANGED FRAME
ELEVATION
GENERAL NOTES :..................:.:::
1
ELEVATIONS .................................
1
GLAZING DETAILS .......................
276
DESIGN PRESSURES .......::.........
2-6
.INSTALLATION; FLANGE .............
7
INSTALLATION, EQUAL -LEG.......
8
INSTALLATION, INT. FIN A...........
9
INSTALLATION, INT. FIN B...........10
CORNER ASSEMBLY ...................
11
EXTRUSION PROFILES................11
PARTS -LIST ..................... :.............
11
6''
MAX.
FIGURE 1:
12" O.C.
MAX.
12" O.C.. /
MAX..
6" /
.MAX.
60" BUCK WIDTH
.57-1/4"VISI9LE
LIGHT WIDTH . .
6" MAX.
D, SHEET 6
C
12(
I - - BU(
r - HEW
I� 117-174"
VISIBLE
LIGHT
HEIGHT
1
i.
I I I I
Lam. D 12" MAX, O.0
TYP. EQUAL -LEG FRAME
ELEVATION:
SHAPES AS SHOWN BELOW:OR SIM
AND. OBTAINING DESIGN PRESSURE
ANCHOR SPACING TO BE 6" MAX. FF
MEMBERS, SEE FIGURE 1_, THIS SHE
-WIDTH �---��
J_
TARI F 9-
Window Design Pressure.(+/-, psf) for Glass Type'1
Long Side, Tip to Tip (in)
54-11/16.
57
61
65
69
73.
77
81
85
89
93
97
31
+/-58.4 .
+/-55.5:
+/ 5:1
+147.6
+/-44.4
+/-41.7
+/-40.1
+/-38.8
: +/-37'
+/-36.4
+/-35.5
: +/-34.6
33
+/-56.9
+/-53.8
+/-49:6
+/-45.9
+/-42.1
+/-39.8
+/-3T8
+/-36
+/-34.4
+/-32.9
.
35
+/-56
+P52.7
+/-48.9
+/44.9
+/-41.2
+/-.38.8
+/-36.4-
+/-34.2
+/-32
c
37
+/-55.2
+/-52.2
+/-48.3
+/-44.5
+/40.9
+/-38.3
+/-35.8
+/-33.1
a
1=
39
+/-54A
+/-51.6
+/-47.9
+/-44.1
+/-40'.7
+/-38.1
°
a
41
+/-53
+/-50.8
+/-47.4
+/-43.6
+/-40.5
+/-38.
43
+/-52:
+/-49.9
+/-46.7
+/-43.3 ...
+/-40.2
ai
m
45
+A51
+/-49.1
+/-45.7
+/-42.6
0
47
+/-49.5
+/-47.9
+/-44.7
CO)
49.
+/-48.1
+/=46.5
. +/-43:7 .
51
+/-46.8
+/-45
53
-+/-45.5
54-11/16
+/-44.3.
1) TIP
-TO -TIP DIMENSIONS SHOWN: FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT
1"FRO M THE TIP=TO TIP DIMENSION IN
THE TABLE TO DETERMINE
THE WINDOW SIZE.
L) rUK SILES NU I SHOWN, KOUND -UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE.SM4LEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
GLASS
31
33
36.
37
39
41
43
45
47
49
.. 51
�= 53 .
Y
m 55
57
59
o: 61
CO. 63
65
67
69
71
73
75
77
79:
81
85-7/8 -
89
+100/-145.8
-M0/-144.7
+100/-136.3
: +_100/-131:7
+100/-126:7
+100/-122.3
+1001-122
+100/-117.3
+100/A20:2
+100/-115.1
+100/-117.8
+100/-113.9
+100/-113.9
. +100/-112:6
+100/-110,5
+100/-109,1:
+100/-107.4
+100/-106
+100/-104:6
+100/-103.1
+100/-102:1
+100/-100.6
+/--99:8
+/48.3
+k97.8
+/--96.2
+1=95.9
+/-94.3'
.:+/=94.3
+/-92.6
+/-92.8
+/-91
+/-91:5
+/-89.6
+/-90:3
+/-88.4
+/-89.3
+/-87.3
+/-88.3
+/-86.3
+/-87.5
+/-85.4
+/-86.8
+/-84.6
+/-86.3
+/-83.9
+/-85Z
+/-83.4
+/-85
+/-82'.4
+ -82.9
+ -80.8
93
97
+100/-141..9
+100/-138.4
+100bl12.1
+1001-123.4
+1:00/-117.7
+100/-113.9
+100/-111.8
+100/-106:4
+100/-107.8
+100/-102.5
+100/-106.8
+100/-100.8
+100/=106.2
+100/-100.6
+100%106.8
+100/-100.7
+100/ 104.3
+.100/-101.1
+100/-101:5
+/-100
+/-98.9
+/-97.4
+/-96.5
+/-94:9.
+/-94.4
+/-92.8
+/-.92.4
+40.8
+/-90.6
+/-88.9
+1-89
+/-87.3
+/-87.6
+/-85.8
+/--86.3
+/-84:4
+/-85.1.
+/-83.1
+/-84.
+/-82
+/-83
+/-80.9
+/-.82.1
+/-.80
+/-81.4
+/-79.2
+/-80.7
+/-79..6
101
+1001-135.4
#.100/-120:3
+100/-110.1
+100/-102.6
+/-96.1
+/-95.4.
+/-95.7' . .
+/-96.3
+/-96:
+/-93.6
+/-91.3
+/-89.3:
+/-87.4
+/-85.7
+/-84.2
+/-82.7
+/-81.4
+/-80.2
+/-79.1 .
+/-78.1 .
Window Design Pressure (+/-, psf) for Glass Type 2
105
+100/-132.8
+100/-117.9
+100006.8.
+/-99.7
+/-94.5
+/-91.6
+/-89.9
+/-89.9
+/-90:3
+1-90.8
+/-91.4
+/-92
+/-90
+/-88
+/-86:1
+/-84.3
+/-82.7
+/-81.3
+/-79.9 .
+/-78.7
+100/430.5
+100%115.8
+100/-104.3
+/--96.9
+/-91.2
+/-86.9
+/-85
+/-84.1
+/-84.6
+/-85.8
+/-86.6 -
+/-87.2
+/-84.9
+/-83.1
+/-81.4
+/-79.9
+/-78.5
113
+100/-128.6
+100/-113.8
+1001-102.2
+/-94.4
+/-87.9
+/-83.4
+/. 81.4
/=80.8
+/ 80.6
+/-81.1'
+/-81.6
+/-82
+/=82.4
+/-82.7
+/-82.3
+/-81.4
+/-80.3
+/-78.8
a To Tip (in)
117
+100/-126.8
+1001-112:i
+1:00A100.4
+/-92.2
+/-78.7
+/-77.6 -
+/-77.4
+/-77.5
+/-78.2
+/-.78.6
+/-78.8
+1-79.2
+/-79'.3
+/-78.7
+/-77.5
121
+100/-125.4
+100/-1.10.4
+/-99
+l-90.1
+/-83
+/-78.9
+/-76.:1
+1-74.4
+/-74
+/-74
+/-74.6
+/-75.3 .. .
+/-75:8
+/-76
+/-76
+/-76
125 1 1 1129
+100%124 1 +100/42,'
+/-97.4
+/-88 .:
+/-76.9
+/-71.6
+/-70.3
+P70:6
+/-70.9
+/-71:6
. +/-72.2
+/-72.8
+/-72.8
+/-79:8
+/-75
+/-71.2
+/-68.5
+/-67.2
+/-66.0
+/-67.3
+/-67.8
+/-68.6
+/-69.4
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG. WINDOWS,SUBTRACT: I" FROM THE TIP -TO -TIP: DIMENSION IN:THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3):FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST. WINDOW SIZE IN THE TABLE ABOVE'WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
l4
TABLE 4'
Window Design Pressure (+f- for Glass Type: 3
psi YP
Long Side; Tip
To Tip (in)
85-7/8
89
93
97
101
105:
1.09
113
117
121.
12.5:
129
31
+1001-145.8
000/-1447.:+100/-143;4
+100%142.2
.+100/-141.2,.
+100/-140.2.
+1001-=139.4
+100A138.6
+100/-137.8
4100/-137:1
+100/ 136.5
+100I-135.5
33
+100/-138.6:
;+100/-137:6
+1001136.2
+1001-135
+1.00/-133;9 :..
_+100/-133 :
+100A132.1
+100A131.3.:+100/-130:5
=+100/-129.8
+100A129.2
+100/-128.(
35
+100/-1.32.4
+100/-131.2
+.100/-129.9 .
+100/-128.7
+100/--127.6
+100/-126.6
+100/-125.7
+100/-124.8
+100/-124.1
+1.00A123.4..+100/-122.7
. +100/-122.'
37
+100/-1:26.9
+100/-125.7
+100/-124.3 :.+100/-123..1
+100%122
+1.00/=120.9
. +100/-120
+100/-119:1
+100/=11.8.4
+10.0/-117.6
: +100/-117, .
+100/4%
39
+100i422:1
+100/-120.8
+100%119.4.
+100%11:8:1
+100/.;117
+1001-115.9
+:100I-115.
+100/-1:14:1
+100/-113.3
+100/-112:6
.+100/-111.9:
+100/-111:;
41
+100/-117.8
+100/-.116.5.
+100/-115
+100/413.7
+100/-112.5
. +,1001-111.4
+100/-110.5
+1001-109.6
+100A108.8.
+100)-107.7
+100%10515
+1001-103!
43
+100/-113,9
:+100/-112.6
+100/-111.1
.+100/-109.7
+100/-108.5:
+100/-1 7-4
+100/7106.4
+100/-105.5.
+100/-103.5
_+100/-100.9
+/-98 7
+/46.6
45
+100/-110.5
+100/-109.1:
+100/-107.5
+100%106.1
+100/-104.9
+:100/-1.03.8:
+100/-102.7
+100/-101.8
+/-99.2
+/-96.1:.
+/-93.6
+/-90.9
. 47
+100/-107:4
+100/-106
+100/-104.3
+100/-102.9
+100%101.:6
+100/-100.5
+/-99.4
+/48.5
+/-96
+/-92 5
+/-�89.1
+/=86.3
49
+100/-104;6
+100/-103.1
+100/-101.5 '
+/-100 - .
+/-98..7:
+/-97.5
+/-96.4
+/-95.5:.:
+A94:
+/=89.8
+/-86.2:
+/-83 .
51
+100/=102.1
+100/-.100.6
+/=98.9
+/-97.4 -
+/-96 :
+/-94.8
+/-93.7
+/-92.7
+/-:91.8
+/48.7
+/-84
+/-81.6.
c
53:..:
+/-99.8
+/48.3
+1-96.5
+/-94.9:.:
+/-93.6
+P92.3
+/-91.2
+/-96.2:
+/-89:2
+/-88.4
+/-83.8 ...
+/-80.6.
Y
55
+/-97.8 ..
+/-96.2
+1.94.4
+/-92.8
+/-91.3.
+/-90
+/,88:9
+A87.8
+/-86.9
+/-86::.
+/-84.1
+/-80.8
Co
57
+145.9
+/-94.3
+/-92.4.
+/-90.8
+/-89.3
+/-88
+/-86:8
+A85.7
+/-84.7
+/-83:9.
+/=83
+1=81.2
ui
w
... 59
+/;94.3
+/-92.6:
+/-90.6
+/-88.9
+/-87.4 .
+/-86:1-
+/.-84;9
0483.8
+/-82.8.
+/-8.1:8
+/-81
o:
61
+/-92.8.
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83.1,
+/-82
+/-80.9
+/-80
n.
63
+/-915
+/-89:6
+1�87.6
+/-85.8:.:
+/-84.2,
+/-82.7
+/-81.4.
+/-80.3
+/-.79:2
65
+/-90:3.
+/-88.4
+1-86.3
. +/-84.4
+/-827
+/-81.3
+/-79.9
+/-78.8
67 - ...
+/-89.3 -
+/=87.3-
+/-85.1
+/-831..
481.4
4-1-19.9
+/-78.5
.69
+/-88.3
+/-86.3
+/-84
+/-82
+/-80.2
+/-78:7
71
+/-87.5
+/-85.4:
+/--83.
+/-80.9
+1-79.1
..73
+1-86.8
+/-84.6.
+/-82..1:
+/=80
.4/-78.1
75.
+/-86.3:
+/-83.9
+/-81.4 :.
+/-79;2
77:.
+/-85:8
+/=83.4
+/-80.7
79
+/-85.4
+/=82.9
. +/=80.1
8.1
#/-85.1
+/-82.5
83
+/-84.9
85M13
+/-84.9
1) TIP -TO -TIP DIMENSIONS :SHOWN. FOR:INTEGRAL:FIN AND EQUAL LEG WINDOWS, SUBTRACT .1":FROM THE:TIP-TO TIP DIMENSION :IN: THE TABLE:TO DETERMINE THE WINDOW SIZE..
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION,
3). FOR ARCHITECTURAL.WINDOWS, FIND THE:SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
I AtSLt b:
Window Design Pressure (+/-, psf):for Glass Type 4
Long Side, Tip to Tip
(in)
68-7/8
73
77
81
- Z5
89
93 .:
97
98-1/2
31
+/-78.9
+/-75.1
+/-72.2
+/=69.8
+/=67.6
+/-65.6
+/-63.9
+1-62.3
+/-61.8
33
+/-75.4.
+/-71.6
+1-68
+/-64.8
+/-61.9:
+/-59.3
+/-57.2
+/-55.5.
+/-55
35
+/-72:3
+/-69.9
+/-65.5
+/-61.5.
+/-57.6
+1-55
+/-53
+1-51..3
+/-50.6
37
+/-69.7
+/:68.3
+/-64.4
+/-59.5
+/-55.5
+/-52.8
+/=50.3
+/-47.9
+/-47.2
39.
+/-67.4
+/-65.9
+/-63.8
+/-58.9
+/-54.8
+/-51.8
+/-48.5
+/-46.1
+/-45.5
41
+/-65.3
+/-63.8
+/-62.5
+/=58.7
+/-54.6
+/-51.3-
+/-48.1
+/-45.4
+/-44.6
43
+/-63.5
+/-62
+/-60.6
+1-58.6
+/=54.6 :
+/-51.3
+/-47.8
+1-45.3
+/-44.5
ci
45
+/-62
+/-60.3
+/-59
+/-57.8.
+/-54.6 '
+/--51.4
+/-48.1
+/45.3
+/-44.5
0
,.
47
+/-60.6;
+/=58.9
:+/-57.5
+/-56.2
+/-54.6.
+/-51.5
+/-48.2
+1-45.5
+/-44.6
L
49::
+/-59.4
+/-57..6
+/-56.1
+/-54.9.
+/-53.8
+/-51.4
..+/-48.2
d
-c
. 51
+/-58.4
+/-56.5
+/-54.9
+/-53:.6
+/-52.5
+151.4
+/-48.2
in
53
+P57.5
+/-55.5
+/-53.9
+/-52.5
+/-51.3
+/-50.3
o
t
:.. 55
+/-56.7
+/-54.6-
+/-52.9
+/-51.5
+/-50.3
N
57
+/-56
+/-53.9
+/-52.1
+/-50.6
59
+/-55:5
+/=53.2
+/-51.4
61 '
+/-55..
+/-52.7
:+/-50.8
63
+/-54.7 _
+/-52.2
65
+/-54.5
67
+/-54.3
68-7/8::
+/-53.2 .
.
1).TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG;WINDOWS,:SUBTRACT 1" FROM-THETIP-TO-TIP DIMENSION IN THE
TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION
3) FOR:ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH_ THE OVERALL DIMENSIONS
COMPLETELY FIT:WITHIN.
1;
GLA
3/16" ANNEP
7/'�
FA-
4
EXTERIO
a
TABLE 6:
Window Design. Pressure (+/,, : psf) for ;Glass Type 5 & 6
Long Side, Tip
to. Tip In -
85-7/8
89
93
.97
101
105..
109
113
117
121
125
12
31
+100/-145.8.
+100/-144.7
+100/-143.4
+100/-142.2
+100/-141.2
+100/-140.2
+100/-139.4
.+1001-138.6.
_+100/-137.8
+100/-137.1
+"!00/-136.5
+100/-
33
+:100/-138.6
:+100/-137.5:
+100/A36.2
+100/-135 .
=+100/-133.:9
+100/.133
+100/-132.1::+100%131.3:
+100%136.5
+1001=129.8
+:100/-129:2
:+100/-
35.
+100/-132A
+100%1:31.2
+10.0/-129.9
'+100/-128.7
+100/=127.6
+100/-126;6
:+.100/-125.7
+100/-124.8
+.100%124.1.
:+.100/-123;4:
+1001-122.7
+:100/
37
+100/=126:9
+100%125.7
+1 Q0%124.3
+100/-123.1
+100/-122
+100/-120.9 :
+100/-120:
+100/A 19.1
+100/-118.4
+100%117:6
+ . 001 117
+100/-
39,:;
+100/422.1
+1001A20.8
+100/-119.4
:+100/418.1
+100/-117
+100/-115.9
+100/"115
+10%114.1
+100/-113.3.
+100/-112.6
+10%11;1.9
+100/-
41
+100/-117.8
+100/-116.5
+100/-115
+1001-113.7
+.100/-112.5
+100%111.4
+100/-110.5
+.100%109.6.
+100%108:8
+100/-108
+100/-107.3
.+106A
4..3
+.100/-113.9
+100/-112.6
+100/-111.1
+100/-109.7
+100%108.5
+100%.107.4
+100/=106.4
+100/-105.5:
+100/-104:7
+100/-:103.9
+:100/-103.2
:+100/-
45
+100/-110.5
+100%109:1.
+100%107.5
+100/-106.1
+100/-104:9
+1001103.8
+100/-102.7
+100/-101:8:
+100%101
+100/-100.2
+/-99.5
+/-9
47
+100/-107.4
+100/-106
+100%104.3
+100/-102.9
+100/-10f.6
4100%100.5
+1-99.4
- +/-98.5
+/-97.6
+T96.8
+/-96.1
+/-9
49:.
+100/-104:6
+100/-103.1
+100/-101.5.
+/-100:
+/=98.7
+/-97.5
+/-96-
+/-95:5
+/-94.6
+/-93:8..
+/=93
+/-9
_
51 :
.+100/-102:1
+1001-1:00.6
+/.-98.9
+/-97.4
+/-96
-+%-94.8
+/-93.7
+/-92:7
+/-91.8
-.+/-90.9
+/-90.2
+/-8
si
53
+/-9.9.8
+1-98.3
+/-96.5 -
+/-94:9 :.
t/-93.6
+/-92.3
+/-91:2
4-90.2
+/-89.2
+/-88A .' .
+/787.6
+/=8
0
55
+/-97.8
+/-96.2
+1-94.4'
+/-92.8
+/-91.3.
+/ 90
+/-88.9
+/-87.8
+/-86.9-
. +/-86
+/-85.2
+/-8
°.
i=
57
+/-95.9
+/-94.3
+/-92:4
+/=90.8
+/-89.3
+/-88.
+/-86.8
+/-85.7.
+/-84.7
+/-83.9
+/-83
+/-8
59
+/-94.3
+/-92.6
+/-90.6
+/-88.9
+/-87.4.
+/-86.1
+/-84.9
+/-83.8
+/-82:8
+/-81.8
+/-81
61
+/-92.8.
t/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+%-83.1. _
... +/-82
+/-80.9 .
+%-80
o.
63. ::.
+/-91.5::
+/489.6
+/-87.6
+/-85.8:.
+/-84.2
+/=82.7
+/-81:4:.
+/-80.3
+/-79.2
.c .
cl)
65
+/-90:3 .
+/-88.4
+/-86.3 .
+/-84.4
+/-82.7
+/-81.3 .
+1-79.9 _
+/-78:.8
67
+/-89.3
+/-87.3
+/-85.1
+/-83.1
+. -81.4
+/-79.9 :::.
+/-78:5
:. 69
+/-88.3
.. +/-86.3 .
+/-84
+/=82
+/-80.2
+/-78.7:
71
+/-87.5
+/-85.4
+/-83
+/-80:9
+/-79.1:...
73
+/=86.8
+/-84 6 _
+/-82:1
+/-80
+/-78.1:.
m
q
.
75
+/-86.3
+/-83.9
+1-81.4..
+/-79.2
77:
+/-85.8
+/=83.4
+/-80.7
79.
+/-85.4:
+/-82.9
+/-80.1
81
+/-85.1
+/-82.5
:83
+/-84.9
85-7/8
+%-84.9.
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THETIP-TO TIP DIMENSION IN:THE TABLETO DETERMINE THE WINDOW SIZE.:
2) FOR.SIZES. NOT SHOWN; ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION:
3) FOR ARCHITECTURAL WINDOWS; FIND THE SMALLEST WINDOW SIZEIN THE TABLE ABOVE.WHICH THE:OVERALL DIMENSIONS:COMPLETELY FIT WITHIN.
#29 U
FRAME
:@
13116" NOM.
GLASS STACK
3/16" TEMPERED GLASS 3/16"
TFMP
2X WOOD BUCKSTRIP
OR FRAMING, SEE -
NOTE;2.,. THIS SHEET
INSTALLATION
TYPE A
EDGE
� DISTANCE
=�I=
Ilr
WINDOW.
EXTERIOR
BUCK
HEIGHT
..
TIP=TO-TlP
WINDOW:
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
.
2-3/4"
n
II
l�
TYP. ANCHOR TYPE,
.EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
INSTALLATION
SEE TABLE.7, THIS SHEET
TYPE C
EMBEDMENT
--
—�
1/4":MAX
SE
EMBEDMENT .
SHIM-
TYP. ANCHOR TYPE, EMBEDMENT D
` >e•.
•:.:,
a ,;..s.•`•.
TANCE R SUBSTRATE, P
EDGE DISTANCE:
EDGE.
6
E.T BLE 7 THISSHEET
SE A
DISTANCE.
1 /4" MAX
a....• . 41
SHIM ..
< .:.. .•
USED FOR ALL
SIDES OF
' .a
11: .
ARCHITECTURAL
SHAPES @:11-7/8"
;, "'
EXTERIOR.
O.C. MAX:'**�-
a a,
CONCRETE/CMU
,..
4
PER ANCHOR VISIBLE LIGHT WIDTH =
REQUIREMENT WINDOW BUCK WIDTH- 2-314"
WINDOW BUCK WIDTH —
.. TIP -TO -TIP. WINDOW WIDTH
HORIZONTAL SECTION
INSTALLATION TaR� F
METHOD.D
MAX.
SHIM
Nx -N-,. xx -xx xx F,
.... ....
. .
9: - ...
EXTERIOR
-I STEEL SELF -DRILLING
SMS (G5); SEE TABLE
7, THIS SHEET
MIAMI-DADEAPPROVED:MULLION (SEE
SEPERA`I•E NOA), ALUMINUM, STEEL FRAMING
:OR STEEL:STUD. SEE SUBSTRATE
21 PROPERTIES, TABLE TTHIS SHEET
/_..\ 6 J
Grouted CMU, (ASTN
�1/4" MAX SHIM
*: MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATI
"UNGROUTED CMU" VALUES MAY BE_ USED FOR GROL
ALL HEAD TYPES APPLICABLE.
9X WOOD BU.CKSTRIP,:.. INSTALLATION NOTES:
1t CG= tdnT= 7 T141Q C419=FT
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION -
TYPE E
EDGE
DISTANCE
I
EXTERIOR
a
WINDOW
BUCK...
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
TYP. ANCHOR TYPE,
INSTALLATION
EMBEDMENT AND EDGE
TYPE G
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS:SHEET
EMBEDMENT
SEI
1141, MAX
TYP. ANCHOR TYPE, EMBEDMENT AND
EMBEDMENT
SHIM
EDGE DISTANCE PER SUBSTRATE, -
`A ° ` ' `.
6
SEE TABLE 8; THIS SHEET
EDGE
^ ;++
DISTANCE'
=
'
1/4" MAX
2 SHIM
• ....
USED FOR ALL
SIDES OF
•9 ` .
ARCHITECTURAL
'
EXTERIOR
SHAPES @ 11 ;7/8".
O.C. MAX.
VISIBLE LIGHT WIDTH =
CONCRETE/CMU
I
WINDOW BUCK WIDTH - 2-3/4'
PER ANCHOR
Ir
REQUIREMENT
WINDOW BUCK WIDTH —
HORIZONTAL SECTION
INSTALLATION
TYPE H
TART R R•
1/4" .
MAX.
SHIMsm
. .
9
EXTERIOR,
STEEL:SELF-DRILLING
SMS (G5), SEE TABLE
8, THIS SHEET
MIAMI-DADE APPROVED MULLION:(SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR.STEEL STUD; SEE SUBSTRATE
PROPERTIES, TABLE 8,THIS:SHEET
o 21
6:
1/4" MAX SHIM
1X WOOD BUCKSTRIP, INSTALLATION NOTES:
CCC AIl1TC O TLIIC CLICCT
Anchor
Substrate .
#12 or#14 410 SS Screw
Southern Pine (SG,
Aluminum,'6063-T5
A36 Steel
Steel Stud, Gr. 33
#1.2 or #14 Steel Screw (G5)
Southern Pine (SOS
Aluminum, •6063=T5
A36 Steel
Steel Stud, Gr. 33
1/4" 410 SS CreteFlex
Ungrouted CMU, (AST
Concrete (min. 3.3
1/4" Steel Ultracon
Concrete (min. 2.85
'Concrete:(min. 2.R.
Ungrouted: CMU, (AST1
14' Steel Ultracon +
Concrete (min.: 31
Un routed. CMU,(AST
5116' Steel.Ultracon
Concrete (min. 3:5
Grouted CMU, (ASTN
" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
"UNGROUTED CMU" VALUES MAY BE USED FOR GROL
ALL HEAD TYPES APPLICABLE.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT
DISTANCEPER SUBSTRATE,
SEE TABLE 9, THIS SHEET —
INSTALLATION
TYPE
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3X'
INSTALLATION
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
a
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION
NOTE 2, THIS SHEET
TYPE J
EDGE
EDGE DISTANCE 1/4" MAX
DISTANCE SHIM
a 2X WOOD BUCKSTRIP' 2X WC
OR FRAMING, SEE 6OF
NOTE 2, THIS SHEET NOT
1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM - EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EMBEDMENT
4'
INSTALLATION
TYPE L
VISIBLE LIGHT WIDTH
EXTERIOR WINDOW BUCK WIDTH :-2-3X' —�
MAX.MWINDOW BUCK WIDTH
SHIM HORIZONTAL :SECTION E-E: .
\\—
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
9, THIS SHEET
TABLE 9:
MIAMI=DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
2X WOOD BUCKSTRIP
OR FRAMING,, SEE
NOTE 2, THIS SHEET
�1/4 MAX SHIM
IKICTAI 1 ATIr1A1 AIr1TFC-
Anchor
27112" x .1.13" Box Nail:
South
2A/2" x .131" Common Nail
South
2-1/2" x .145" Rooln : Nail
-South
#10 xi 1" Steel Screw*
South
0.093"'AI
1
MIN. OF 3 THREADS BEYOND THE
METAL SUB;
EDGE DISTANCE
2X. WOOD BUCKSTRIP
OR FRAMING, SEE --�
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT.
HEIGHT-=
WINDOW
BUCK
HEIGHT -
2-3/4"
INSTALLATION
TVPI= AI
TYR ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 7, THIS SHEET
jEMBEDMENT
�L
__11/4" MAX
SHIM
1
USED. FOR ALL
SIDES OF EDGE
ARCHITECTURAL DISTANCE
SHAPES @:11-7/8"
O.C. MAX.
IAICTA1 I ATInki
INSTALLATION TYPE M
EMBEDMENT
1/4" MAX
SHIM
1X WOOD BUG
2X.WOOD BUCKSTRIP NOTE 2,
OR FRAMING, SEE
NOTE 2,-THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE-10., THIS SHEET
STEEL SELF=DRILLING
SMS (G5), SEE TABLE
10, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM; STEEL FRAMING
OR'STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND. EDGE
jjDISTANCE ESEE TA
PER SUBSTRATE,
TABLE 10; THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH, 2-3/4"
WINDOW.BUCK WIDTH_'—
HORIZONTAL -SECTION G-G
TABLE 10:
Anchor7-T
Substrate
#12 or#14 410 SS Screw
-Southern Pine (SG=6,55)
Aluminum, 6063 T5 min.
A36 Steel
Steel Stud, Gr. 33 min.
#12 or #14:Steel Screw (G5)
Southern Pine (SG=0.55)
Aluminum, 6063-T5 min.
A36 Steel
Steel Stud; Gr. 33 min.
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
Concrete (min. 3.35 ksi)
1/4" Steel Ultracon
Concrete (mina 2.85 ksi)
Concrete (mina 2.85 ksi) .
Ungrouted CMU, ASTM C-90
1/4" Steel Ultmcont
Concrete (min. 3 ksi)
Ungrouted: CMU, ASTM C -90)
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
Grouted CMU, (ASTM C-90)
* MIN. OF 3-THREADS BEYOND THE METAL SUBSTRATE.
TA 921 C 14-
Item
PGT Part #
...........
Description
Material
1•
4253C
Flanged Frame
Alum. 6063-T5.
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256 : -
Integral Fin Frame
Alum. 6063-T5
4
4258
3/16" & 1/4" Glass Beading: -
Alum. 6063-T5
5
4254
1-16" I.G. Glass Beading
Alum. 6063-T5
68
4270
Installation: Fastener Cagier
Alum. 6063-T5
6b
4224
Installation Fastener Corer
Rigid PVC
7
4263
13/16' I.G. Glass Beading
Alum: 6063-T5
8
4280 - _ -
3/16" & :1/4" Glass Beadling lfbr Cuities
Alum. 606$-T5
9
4260
LG. Beading for Cun%es
Alum. 6063-75
10
70589C
Gasket (at 90.0 comer joints)
Polyethylene
1.1
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/71
12
613.08K
Foarn Beading Tape
13
Dow 791,.899,
983,.995 or GE 7700 Backbedding
Silicone
20 .
: 71652K
Setting: Block, Mono. 3/16" x 7/16"- x 4"
Neoprene, Duro. 85 +/-1
21
71704AK.
Setting: Block, L.G.- 3/16" x 1-3/32" x 4"
Neoprene, Duro. 85 +%-1_
29
76X114FP
#6 x 1-1/4" FH SMS (Cur- ed Beading)
Stainless Steel
. 30
781 PQX
#8 x 1" Quad 'PH SMS (Assembly)
Stainless Steel .:
75
Kommeding Kodispace.4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXT
77 .
Quanex Duraseal: Spacer
78
Cardinal Xl. Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & .EQUAL -LEG FRAMES .
90 CORNER
FRAME ASSEMBLY
",-? '451
c
2.784" 2.784"
.094" .094" 4 ! =
.074" 062' .074"
1.375''
1:875"
4W .5001, .438"
1.000" T
4
OFLANGE FRAME OEQUAL-LEG'FRAI
1.236" �y �.-- .346" 1.037��
.875" .... .875"p 87$"
-- .0501, I"'— .050" .050":
ON
O GLASS BEADING O BEADI'NG GLASS 6a: ASTE ER!COVER O E
STRUCTURAL
POLYISO-
BUTYLENE WITH
DESICCANT
EXT. GLASS
ANGLED/CURVED
FRAME ASSEMBLY
KODISPACE
75 4SG TPS
HOT -MELT
BUTYL
I" NOM;
STRUCTURAL -
SILICONE
FOAM WITH'
DESICCANT
EXT. GLASS- 4
ALUM
REINFORCEp
16..". NOM.
BUTYL
DESICCAN
FOA
EXT. GLASS,
GLASS DINT. GLASS
Q76 = SUPErR SPACER®
NXT
ASSI
FOI
90° CORNER
FRAME ASSEMBLY