HomeMy WebLinkAboutNOA, 18043005-PWM IAM I-�A�E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 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 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: Series "PW7720A" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, 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: Large and Small Missile Impact Resistant
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.
TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
13)18 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 084112. 09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, 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 NOA No. 164629.14)
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.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 134502.03)
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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 034105. 01)
uel'Periz, P.E.
Product Control Flxa ner
NOA No. 18- 30.05
Expiration Date: February 199 2024
Approval Date: August 23, 2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"
Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, 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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/ 18.
3. TREMCO Part No. TR44271E 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.
Manuel Pere , .E.
Product Control E a ner
NO1 No.18- 30.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 6tn 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, RE
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. 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.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuel Pere ;
Product Control Ex er
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 FBC 2411.3.2.1, and TAS 202-94
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 04/19/18, 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. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. 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.
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.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved=onl/1 and
expiring on 02/19/19.
Manuel Perez .E
Product Control Exa in
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
GENERAL NOTES: SERIES PW7720A
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 NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'
IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 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 A
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
SHEET 6
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-1/2" THICK OR GREATER. 1X 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). 12"
MAX.
O.C.
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 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 SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" MAX.
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM El300.
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.
9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES.
CODES / STANDARDS USED
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
*ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
0AISC 360-10
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8.
49" TIP -TO -TIP WIDTH
48" BUCK WIDTH i
_ 45-1/4" VISIBLE
LIGHT WIDTH
F—IB, SHEET 6 6-1/2" MAX.
B --{
A 96 C —
BUCK SHEET7
HEIGHT
93-1 /4" —
VISIBLE 12" MAX.
LIGHT O.C.
HEIGHT
97"
TIP -TO
TIP
HEIGHT l
1
12" MAX. O.C. 6"
MAX.
TYP. FLANGED FRAME
ELEVATION
FIGURE 1
GUIDE TO SHEETS:
GENERAL NOTES ........................
1
ELEVATIONS ................................
1
GLAZING DETAILS .......................
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE .............
6
INSTALLATION, EQUAL -LEG.......
7
INSTALLATION, INT. FIN A...........
8
INSTALLATION, INT. FIN B...........9
CORNER ASSEMBLY ...................
10
EXTRUSION PROFILES................10
PARTS LIST...................................10
TABLE 1:
6"
MAX.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 2-5
LARGE & SMALL MISSILE
IMPACT RESISTANCE
48" BUCK WIDTH
45-1/4" VISIBLE
LIGHT WIDTH
6" MAX.
D, SHEET 7
C
- — - — - — BUCK
HEIGIG
HT
93-1 /4"
VISIBLE
/ LIGHT
HEIGHT
E, SHEET 8
G, SHEET 9
I
I
5" MAX.
O.C.
ILI I I I
D --- 1— 12" MAX. O.C.
2" MAX.
Type
Description
Sheet
1
7/16" Lami (3/16" An - .090" PVB - 3/16" HS)
2
2
7/16" Lami (3/16" HS - .090" PVB - 3/16" HS)
3
3
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" PVB - 3/16" HS)
2
4
1-1/16" Lami. IG (3/16" T- 7/16" Air - 3/16" HS - .090" PVB - 3/16" HS)
3
5
7/16" Lami (3/16" An - .090" SG - 3/16" An)
4
6
7/16" Lami (3/16" HS - .090" SG - 3/16" HS)
5
7
1-1/16" Lami. IG (3/16" T - 7116" Air - 3/16" An - .090" SG - 3/16" An)
4
8
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS - .090" SG - 3/16" HS)
5
"SG" = "KURARAY SENTRYGLASO INTERLAYER" BY KURARAY AMERICA, INC.
"PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC
TYP. EQUAL -LEG FRAME
FI F\/ATICINI
48" BUCK WIDTH
45-1/4" VISIBLE
LIGHT WIDTH
_F, SHEET 8 2" MAX.
H, SHEET 9
E, G
93-1 /4"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
5" MAX. O.C.
TYP FIN FRAME
PI P\/ATllli\I
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
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PRODUCT a'EVISE17
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By
JR - 03/16/18 - UPDATED
VALUES AND SIZES FOR
.2 GLASS TYPES 5-8.
SERIES NAME CHANGE TO
" 7720A FROM 720.
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P.E.# 58705
TABLE 2
Window Design Pressure (+/-, psf) for Glass Type 1
Long Side, Tip to Tip (in)
68-7/8
73
77
81
85
89
93
97
101
1 105
110-1/2
31
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
35
+/-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-79.8
+/-79.4
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-79.7
+/-77.2
+/-75.1
+/-73.4
+/-72.2
39
+/-80
+l-80
+/-80
+/-80
+/-80
+/-78.1
+/-75.2
+/-72.5
+/-70.3
+/-68.5
+/-66.3
41
+/-80
+/-80
+/-80
+/-79.8
+/-77.2
+/-74.3
+/-71.3
+/-67.9
+/-65.1
+/-63.4
+/-61.6
43
+l-80
+/-80
+/-80
+/-77A
+/-74.3
+/-71.3
+/-68.2
+/-64.7
+/-61.6
+/-59.8
+/-58.2
45
+/-80
+/-80
+/-78.9
+/-75.4
+/-72.1
+/-68.9
+/-65.6
+/-62.2
+/-59.7
+/-57.5
0
47
+/-80
+/-80
+/-77.2
+/-73.6
+/-70.1
+/-66.8
+/-63.5
+/-60.3
+/-57.7
n
~
49
+/-80
+/-79.3
+/-75.6
+/-71.9
+/-68.3
+/-64.9
+/-61.5
+/-58.2
�
51
+/-80
+/-77.5
+/-74.1
+/-70.3
+/-66.7
+/-63.1
+/-59.7
53
+/-79.1
+/-75.6
+/-72.4
+/-68.8
+/-65.1
+/-61.5
tf
55
+/-77.4
+l-73.8
+/-70.5
+/-67.3
+/-63.5
0
57
+/-75.8
+/-72
+/-68.6
+/-65.3
59
+I-74.2
+/-70.3
+/-66.8
61
+/-72.7
+/-68.7
+/-65
63
+/-71.2
+/-67.1
65
+/-69.7
+/-65.5
67
+/-68.3
68-7/8
+/-67
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.
TABLE 3:
Window Design Pressure (+/_ psf) for Glass Type 3
Long Side, Tip to Tip (in)
68-7/8
73
77
81
85
89
93
97
101
105
110-1/2
31
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
35
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-79A
+/-76.4
+/-74.3
41
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-76.7
+/-73.5
+/-70.9
+/-69
E
43
+/-80
+/-80
+/-80
+/-80
+/-80
+l-80
+/-77
+/-73.1
+/-69.6
+/-66.9
+/-65.2
CL
i=
45
+/-80
+/-80
+/-80
+/-80
+/-80
+/-77.8
+/-74.1
+/-70.3
+/-67.5
+/-63.9
0
47
+/-80
+/-80
+/-80
+/-80
+/-79.2
+/-75A
+/-71.7
+/-68.1
+/-65.1
49
+/-80
+/-80
+/-80
+/-80
+/-77.2
+/-73.3
+/-69.5
+/-65.8
51
+/-80
+/-80
+/-80
+/-79.4
+/-75.3
+/-71.3
+/-67.5
°
53
+/-80
+/-80
+/-80
+/-77.7
+/-73.5
+/-69.5
0
55
+/-80
+/-80
+/-79.6
+/-76
+/-71.8
=
57
+/-80
+/-80
+/-77.5
+/-73.8
59
+/-80
+/-79.4
+/-75.4
61
+/-80
+/-77.6
+/-73.5
63
+/-80
+/-75.8
65
+/-78.8
+/-74
67
+/-77.2
68-7/8
+/-74.9
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.
LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
1-3
EXTERIOR I � u u
20
090" PVB INTERLAYER
13
GLASS TYPE 1
GLASS STACK
3/16" TEMPERED GLASS i
7/16" AIR SPACE
11
5
1-3
EXTERIOR
a75-78 21
GLASS TYPE 3
6" HEAT STRENGTHENED GLASS
GLASS BITE
Imo- LONG SIDE
SHORT �/
SIDE
SHORT
SIDE
f LONG SIDE --�I
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7/16" LAMINATED
GLASS STACK
3/16" HEAT
STRENGTHENED GLASS
ANNEALED GLASS
LAYER
.090" PVB
-� IN1TER
1
13
GLASS BITE
-I SHORT
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LONG
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A. LYNN MILLER, P.E.
P.E.# 58705
vailrimiWMAS
Window Design Pressure (+/-, psf) for Glass Types 2 & 4
Long Side, Tip to Ti in
68-7/8
73
77
81
85
89
93
97
101
105
110-1/2
113
1 117
121
125
129
133
137
141
145
31
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
35
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
37
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
39
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
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.
7/16"
1-1/16" NOM. TABLE DIMENSIONS MAY BE
7/16" LAMINATED GLASS STACK LAMINATED ORIENTED VERTICALLY OR
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN.
3/16" HEAT STRENGTHENED GLASS LONG
090" PVB INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS SIDE
3/16" HEAT Imo— LONG SIDE
3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER
4 11 11 SHORT /
SIDE
5 SHORT I -
5/8" 5/8" SIDE
GLASS BITE GLASS BITE
1-3 F1 K11111 I 1 1-3
EXTERIOR 11 " u
20
1�
GLASS TYPE 2
EXTERIOR
TI
a75as 21 13
GLASS TYPE 4
SHORT
SIDE
LONG SIDE
—I SHORT
�—I SIDE
LONG
SIDE
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No, 58705
S AT OF 714
I� \
A. LYN� MILLER, P.E.
P.E.# 58705
TABLE 5:
Window Design Pressure (+l-, psf) for Glass Type 5
Long Side, Tip to Tip (in)
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
37
+90/-130
+90/-127.5
+90/-123.5
+90/-121.7
+90/-119.8
+90/-116.5
+90/-113.5
+90/-111
+90/-108.5
+90/-106.3
+90/-104.5
+90/-104.5
+90/-104.5
39
+90/-126.1
+90/-120
+90/-114.5
+90/-112.9
+90/-111
+90/-107.5
+90/-104.5
+90/-101.7
+90/-99.5
+90/-97.7
+90/-96.1
+90/-94.6
+90/-94.1
41
+90/-120.1
+90/-113.5
+90/-107.3
+90/-105.2
+90/-103
+90/-100.5
+90/-97.8
+90/-94.9
+90/-92
+/-89.6
+/-88
+/-86.5
+/-86
43
+901-114.4
+90/-107.5
+90/-102.5
+90/-100.7
+90/-98.6
+90/-95.2
+90/-92.2
+/-89.1
+/-85.8
+/-83
+/-81.4
+/-80.4
+/-80.1
45
+90/-108.7
+90/-102.5
+90/-98.8
+90/-97.1
+90/-94.9
+90/-91
+/-87.3
+/-84.1
+/-81.7
+/-79.7
+/-77.8
+/-76.1
+/-75.6
47
+90/-104.4
+90/-99.8
+90/-95.7
+90/-93.9
+90/-91.6
+/-87.5
+/-83.6
+/-81
+/-78.9
+/-76.7
+/-74.7
+/-72.7
+/-72
49
+90/-101.1
+90/-97
+90/-92.8
+90/-90.9
+/-88.5
+/-84.3
+/-81.2
+/-78.5
+/-76.1
+/-73.9
+/-71.7
+/-69.6
+/-68.9
Q
i=
51
+90/-98.1
+90/-94.1
+90/-90.1
+/-88.2
+/-85.7
+/-82
+/-79.1
+/-76.3
+/-73.6
+/-71.2
+/-68.9
+/-66.8
+/-65.9
53
+90/-95.3
+90/-91.1
+/-87.4
+/-85.6
+/-83.3
+/-80
+/-77
+/-74.1
+/-71.3
+/-68.7
+/-66.3
+/-64
+/-63.2
0'
F
55
+90/-92.5
+/-88.2
+/-84.3
+/-82.9
+/-81.4
+/-78.1
+/-74.9
+/-71.9
+/-69.1
+/-66.4
+/-63.9
+/-61.8
+/-61.2
57
+/-89.8
+/-85.3
+/-81.8
+/-80.6
+/-79
+/-76.2
+/-73
+/-69.9
+/-66.9
+/-64.1
+/-61.9
+/-60.1
-0
05
59
+/-87.1
+/-82.8
+/-79.7
+/-78.4
+/-76.8
+/-74
+/-71.1
+/-67.9
+/-64.8
+/-62.2
+/-60.3
61
+/-84.6
+/-80.8
+/-77.6
+/-76.2
+/-74.6
+/-71.7
+/-69
+/-65.9
+/-62.8
+/-60.8
�
63
+/-82.5
+/-78.9
+/-74.6
+/-73.2
+/-71.4
+/-68.4
+/-65.5
+/-62.9
+/-60.9
U)
65
+/-80.7
+/-77
+/-73.6
+/-72.2
+/-70.4
+/-67.3
+/-64.4
+1-62
67
+/-79
+/-75.3
+/-71.7
+/-70.2
+/-68.4
+/-65.2
+/-62.4
68-7/8
+/-77.3
+/-73.6
+/-70
+/-68.5
+/-66.6
+/-63.3
+/-61.1
73
+/-73.6
+/-70.2
+/-66.5
+/-64.8
+/-62.9
+/-60.5
77
+/-70
+/-66.5
+/-63.2
+/-61.9
78-3/4
+/-68.5
+/-64.8
+/-61.9
+/-60.9
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V 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.
TABLE 6
Window Design Pressure (+/-, psf) for Glass Type 7
Long Side (in)
68-7/8 1
73
77
78-3/4
81
85
89
93
97
1 101
105
109
110-1/2
31
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
33
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
35
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
37
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-128.3
+90/-125.4
+90/-122.6
+90/-120.1
+90/-118.1
+90/-118.1
+90/-118.1
39
+90/-130
+90/-130
+90/-129.4
+90/-127.5
+90/-125.4
+90/-121.5
+90/-118.1
+90/-114.9
+90/-112.5
+90/-110.4
+90/-108.6
+90/-106.9
+90/-106.3
41
+90/-130
+90/-128.3
+90/-121.2
+90/-118.9
+90/-116.4
+90/-113.6
+90/-110.5
+90/-107.2
+90/-103.9
+90/-101.3
+90/-99.4
+90/-97.7
+90/-97.1
43
+90/-129.3
+90/-121.5
+90/-115.8
+90/-113.8
+90/-111.4
+90/-107.5
+90/-104.2
+90/-100.6
+90/-97
+901-93.8
+90/-92
+90/-90.9
+90/-90.5
45
+90/-122.9
+90/-115.8
+90/-111.6
+90/-109.7
+90/-107.3
+90/-102.8
+90/-98.7
+90/-95
+90/-92.3
+90/-90.1
+/-87.9
+80/-85.9
+80/-85.4
47
+90/-118
+90/-112.7
+90/-108.1
+90/-106.1
+90/-103.5
+90/-98.8
+90/-94.4
+90/-91.5
+/-89.1
+/-86.7
+80/-84.4
+80/-82.1
+80/-81.3
49
+90/-114.2
+90/-109.6
+90/-104.8
+90/-102.7
+90/-100
+90/-95.3
+90/-91.8
+/-88.7
+/-86
+80/-83.5
+80/-81
+/-78.7
+/-77.8
51
+90/-110.9
+90/-106.3
+901-101.8
+90/-99.6
+90/-96.9
+90/-92.7
+/-89.3
+/-86.2
+80/-83.2
+80/-80.5
+/-77.9
+/-75.4
+/-74.5
�n
53
+90/-107.7
+90/-102.9
+90/-98.7
+90/-96.7
+90/-94.1
+90/-90.4
+/-87
+80/-83.7
+80/-80.6
+/-77.7
+/-74.9
+/-72.3
+/-71.4
0
55
+90/-104.5
+90/-99.6
+90/-95.3
+90/-93.7
+90/-91.9
+/-88.3
+80/-84.6
+80/-81.3
+/-78.1
+/-75.1
+/-72.2
+/-69.8
+/-69.1
L
57
+901-101.5
+901-96.4
+90/-92.5
+901-91
+/-89.3
+801-86.1
+80/-82.4
+/-78.9
+/-75.6
+/-72.5
+/-69.9
+/-67.9
59
+90/-98.5
+90/-93.5
+/-90
+/-88.5
+80/-86.8
+80/-83.6
+80/-80.3
+/-76.7
+/-73.3
+/-70.3
+/-68.2
61
+90/-95.6
+90/-91.3
+/-87.7
+80/-86.2
+80/-84.3
+80/-81
+/-77.9
+/-74.5
+/-71
+/-68.7
63
+90/-92.2
+/-88.1
+80/-84.3
+80/-82.7
+80/-80.7
+/-77.3
+/-74
+/-71
+/-68.8
65
+90/-91.2
+/-87
+80/-83.2
+80/-81.6
+/-79.6
+/-76.1
+/-72.8
+/-70
67
+/-89.3
+80/-85
+80/-81
+/-79.4
+/-77.3
+/-73.7
+/-70.5
68-7/8
+/-87.3
+80/-83.2
+/-79.1
+/-77.4
+/-75.2
+/-71.6
+/-69
73
+80/-83.2
+/-79.4
+/-75.1
+/-73.2
+/-71
+/-68.4
77
+/-79.1
+/-75.1
+/-71.4
78-3/4
+/-77.4
+/-73.2
+/-69.9
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.
7/16" LAMINATED
GLASS STACK
.090" SG INTERLAYER
6" ANNEALED GLASS
3/16" ANNEALED GLASS
EXTERIOR
a
1
0 5/8'
GLASS BITE
1
S20 13
GLASS TYPE 5
I® LONG SIDE
SHORT
SIDE
i
I► - LONG SIDE �I
SHORT
SIDE /41
t
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16" NOM.
GLASS STACK GLA LAMINATED
GLASS STACK
3/16" TEMPERED GLASS
7/16" AIR SPACE
EXTERIOR
a
GLASS TYPE 7
16" ANNEALED GLASS
3/16" ANNEALED GLASS
.090" SG INTERLAYER
5/8"
GLASS BITE
- I SHORT I _
�1 SIDE f
LONG
SIDE
Ll I
SHORT I _
SIDE f
PR -'"SE
,,.s 0 . wig
Boading code
ASS g
, xjli#�&c n 6 e y 4
JR - 03/16/18 - UPDATED
VALUES AND SIZES.
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No. 58705
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®� TSV �F
PZORIOP'.• ' Nam:
A.7LYNNI&LER P.E.
P.E.# 58705
TARI F 7
Window Design Pressure (+/-, psf) for Glass Types 6 & 8
Long Side, Tip to Tip (in)
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
113
117
121
125
129
137
145
31
+901-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
33
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
35
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
37
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+80/-110
+80/-110
39
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
41
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
43
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
45
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
Q-
47
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
~
0
49
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
51
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+89.4/-128.
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
_a
I-
53
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+88.8/-128.1
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
a)
to
55
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+88.8/-128.1
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
57
+90/-130
+90/-130
+901-130
+90/-130
+89,41-129
+801-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
0
59
+90/-130
+901-130
+90/-130
+89.5/-129.1
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
can
61
+90/-130
+90/-130
+89.6/-129.
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
63
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
65
+90/-130
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
67
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
68-7/8
+90/-130
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
73
+801-110
+801-110
+80/-110
+80/-110
+80/-110
+801-110
77
+80/-110
+80/-110
+80/-110
+80/-110
78-3/4
+80/-110
+80/-110
+80/-110
+80/-110
too
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.
7/16" LAMINATED
GLASS STACK
3/16" HEAT STRENGTHENED GLASS
1-2
EXTERIOR
a C
090G INTERLAYER
3/16" HEAT
STRENGTHENED GLASS
GLASS BITE
13
GLASS TYPE 6
1-1/16" NOM.
GLASS STACK 7/16" LAMINATED
GLASS STACK
TEMPERED GLASS
7/16" AIR SPACE
11
5
1-2
EXTERIOR
7s-7a t21
6" HEAT STRENGTHENED GLASS
—3/16" HEAT STRENGTHENED GLASS
13
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
(�— LONG SIDE —►{
--.090" SG INTERLAYER SS
1 i /
1
5/8"
GLASS BITE
GLASS TYPE 8
SHORT
SIDE
Imo— LONG SIDE �I
SHORT
SIDE
— I SHORT
�—I SIDE
LONG
SIDE
LONG
SIDE
JR - 03/16/18 -UPDATED
VALUES AND SIZES.
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A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WINDOW
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT
TYP. ANCHOR TYPE,
EDGE EMBEDMENT AND EDGE
DISTANCE (®— DISTANCE PER SUBSTRATE,
SEE TABLE 8. THIS SHEET
1EMBEDMENT
L1 /4" MAX
SHIM
EDGE
DISTANCE 8
INSTALLATION
INSTALLATION
TYPE C TYPE B
- EMBEDMENT 1X WOOD BUCKSTRIP,
1/4" MAX SEE NOTE 2, THIS SHEET—�
SHIM
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
e
12 USED FOR ALL a
SIDES OF
8 ARCHITECTURAL 11
SHAPES @ 11-7/8" d ° EXTERIOR
29 O.C. MAX. °I L 5 /__ I A
4 11
CONCRETE/CMU
PER ANCHOR VISIBLE LIGHT WIDTH - — I 5
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" �I
WINDOW BUCK WIDTH
EXTERIOR TIP -TO -TIP WINDOW WIDTH
INSTALLATION HORIZONTAL SECTION A -A
METHOD D TART F R-
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
EMBEDMENT
d
INSTALLATION I� DIEDGE
STANCE
TYPE B
1/4"
MAX.
SHIM
EXTERIOR
STEEL SELF -DRILLING
VjF_'7\_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
r1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2. THIS SHEET
CONCRETE PER
ANCHOR
REQUIREMENT
d °
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
INSTALLATION NOTES
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
12"
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
12"
1/4" 410 SS CreteFlex
Un routed CMU, ASTM C-90)
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
1/4" Steel Ultracon
Concrete min. 2.85 ksi
1"
1-3/4"
12"
Concrete min. 2.85 ksi
2-1/2"
1-3/8"
12"
Un routed CMU, (ASTM C-90
2-1/2"
1-1/4"
12"
5/16" Steel Ultracon
Concrete min. 3.5 ksi
1-1/4"
1-3/4"
12"
Grouted CMU, (ASTM C-90
2-1/2"
1-3/4"
12"
* MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
"2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
EMBEDMENT
EDGE
DISTANCE
Material
Min. Fy
Min. F
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon@
155 ksi
177 ksi
410 SS Elco CreteFlex@
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
i'RODUC'e REVISED
as �XhnplyiRg with th4 Florida
B€gid;ng geode
A, rig
NO CHANGES THIS SHEET.
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A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE E
WINDOW
BUCK
HEIGHT
EDGE
®— DISTANCE
EXTERIOR
a
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
EMBEDMENT ° °
INSTALLATION
TYPE F
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
l EMBEDMENT
1 1
1 /4" MAX
a 2 SHIM
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
21
INSTALLATION
TYPE G
►--�I-- EMBEDMENT
1 /4" MAX
SHIM
EDGE °
DISTANCE
°<
C�
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATION
TYPE H
MAX.
SHIM
EXTERIOR
a STEEL SELF -DRILLING
SMS (G5), SEE TABLE
91 THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
a° ANCHOR
REQUIREMENT
a
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D
EDGE
DISTANCE
INSTALLATION NOTES:
INSTALLATION
TYPE F f�a
1X WOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND o s
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET > ° °
l 2 } t6thtAK�t� -
U
EXTERIOR
4 11
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TABLE 9:
EMBEDMENT
f
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
0.063" *
12"
A36 Steel
3/8"
0.063" *
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
12"
#12 or #14 Steel Screw (G5)
Southern Pine
SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
0,063" *
12"
A36 Steel
3/8"
0,063" *
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
12"
1/4" 410 SS CreteFlex
Un routed CMU, ASTM C-90
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
1/4" Steel Ultracon
Concrete min. 2,85 ksi
1"
1-3/4"
12"
Concrete min. 2.85 ksi
2-1/2"
1-3/8"
12"
Un routed CMU ASTM C-90
2-1/2"
1-1/4"
12"
5/16" Steel Ultracon
Concrete min. 3.5 ksi
1.1/4"
1-3/4"
12og "
Grouted CMU (AS C-90
2-1/2"
1-3/4"
12"
OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO 50LID CONCRETE. WOOD BUCKS DEPICTED AS
"2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
got
goo
Min. FY
Min. F�
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon@
155 ksi
177 ksi
410 SS Elco CreteFlex@
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksimoo
�►: r,
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A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE I
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE
n F DISTANCE
INSTALLATION
TYPE J
EDGE _
DISTANCE 1/4root" MAX
1 � SHIM
--I 3 SHIM
EMBEDMENT
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
EXTERIOR SHAPES @ 11-7/8"
29 O.C. MAX.
WINDOW INSTALLATION
BUCK TYPE L
HEIGHT
EXTERIOR 1 /4"
MAX.
SHIM
No z
VISIBLE
LIGHT 9
HEIGHT =
WINDOW STEEL SELF —DRILLING
BUCK ootootootSMS (G5), SEE TABLE
HEIGHT— 107 THIS SHEET
2-3/4"
MIAMI—DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
21
6 2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
5 �1/4" MAX SHIM
rn
INSTALLATION �----
TYPE J � 1
EDGE DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
11
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8, (SG INTERLAYER).
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE —0I
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
�/ 11
VISIBLE LIGHT WIDTH =MINE totootoo 5
WINDOW BUCK WIDTH to 2-3/4
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TABLE 10:
EXTERIOR
Anchor
Substrate
Min. Edge
Distance
Max. O.C.
S acin
2-1/2"
x .113"
Box Nail
Southern Pine SG=0.55)
5/16"
5"
2-1/2" x .131"
Common Nail
Southern Pine SG=0.55
3/8"
5"
2-1/2" x
.145"
Roofing Nail
Southern Pine SG=0.55
3/8"
5"
#10 x 1"
Steel
Screw (G5)*
Southern Pine SG=0.55
1/2"
5"
0.093" Aluminum 6063-T5 min.
5/16"
5"
1/16" A36 Steel
5/16"
5"
0.045" 18 Ga Steel Stud Gr, 33
1 5/16"
1 5"
"MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS.
2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Not
1�
Min. F,,
Min. F"
Steel Screw
92 ksi
120 ksi
6063 T5 Aluminum
16 ksi
22 ksitoo
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
NO CHANGES THIS SHEET.
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lilllll�
A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
P. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
TYPE M CCU EMBEDMENT
1 1
L1/4" MAX
r rr�I L SHIM
wlr
B
HE
INSTALLATION
TYPE N
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
21
EMBEDMENT ° ° a
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EDGE
DISTANCE
EDGE
DISTANCE
IAICTAI I ATI(ll�l
INSTALLATION TYPE M
EMBEDMENT
I►-- 1/4" MAX SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
11
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8, (SG INTERLAYER).
INSTALLATION
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
3
11
� VISIBLE LIGHT WIDTH = �/ -��
WINDOW BUCK WIDTH - 2-3/4"
M WINDOW BUCK WIDTH
SHIM
TYPE N
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
11. THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD, SEE SUBSTRATE
PROPERTIES, TABLE 11,THIS SHEET
1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
a°
VERTICAL SECTION H-H
.
d
INSTALLATION NOTES:
0
HORIZONTAL SECTION G-G
TABLE 11:
EMBEDMENT
a
D EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9/16"
1-3/8"
6,2"
Aluminum 6063-T5 min.
3/8"
0,063" *
6.2"
A36 Steel
3/8"
0,063" *
6.2"
Steel Stud Gr. 33 min.
3/8"
0.04511 18 Ga *
621
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-3/8"
6,2"
Aluminum 6063-T5 min.
3/8"
0,063" *
6.2"
A36 Steel
3/8"
0,063" *
6.2"
Steel Stud Gr. 33 min.
3/8"
0,04511 18 Ga *
6.2"
1/4" 410 SS CreteFlex
Un routed CMU, ASTM C-90
2-1/2"
1-1/4"
11.6"
Concrete (min. 3.35 ksi)
1"
1-3/4"
11.6"
1/4" Steel Ultracon
Concrete min. 2.85 ksi
1"
DID
1-3/4"
11,61,
Concrete min. 2.85 ksi
2-1/2"
1-3/8"
11.6"
Un routed CMU ASTM C-90
2-1/2"
1-1/4"
WWWWWWWWW
11.6"
5/16" Steel Ultracon
Concrete min. 3.5 ksi
1-1/4"
1-3/4"
11.6"
Grouted CMU ASTM C-90
2-1/2"
1-3/4"
11.6"
OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE
1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION,
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME,
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
IWO
Min. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UftraCon®
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksi
6063-TS Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58
ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
NO CHANGES THIS SHEET.
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A. LYNN MILLER, P.E.
P.E.# 58705
TAR] F 12
Item
PGT Part #
Description
Material
1
4253C
Flanged Frame
Alum. 6063 T5
2
4285
Equal -leg Frame
Alum. 6063T5
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4255
7116' Lami. Glass Beading
Alum, 6063-T5
5
4254
I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Cover
Alum, 6063-T5
6b
4224
Installation Fastener Cover for Curves
Rigid PVC
8
4267
7/16" Lami. Glass Beading fir Curves
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063 T5
10
70589C
Gasket (at 900 comer joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
12
61308K
Foam Beading Tape
13
Dow 791,
899, 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, I.G. 3/16 x 1 w3/32" x 4"
Neoprene, Duro. 85 +/-1
29
76X114FP
#6 x 1-1/4" FH SMS (Curved Beading)
Stainless Steel
30
781PQX
#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
I
10 I I
I �
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90° CORNER
FRAME ASSEMBLY
/ / EXTERIOR
EQUAL -LEG FRAME
FLANGE FRAME
ii
1.875"
1.000°
11 .5�00"
I I
094"
074"
21' Ifop
� II—
.438" u
�II�
OFLANGE FRAME
—� 970" F"
.875"
.050"
4 7/16" LAMI
GLASS BEADING
STRUCTURAL
POLYISO-
BUTYLENE WITH
DESICCANT
EXT. GLASS
KODISPACE
75 4SG TPS
ANGLED/CURVED
FRAME ASSEMBLY
/ EQUAL -LEG FRAME
FLANGE FRAME
MITERED FRAME WITH INTERIOR EXTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
062"
1.375" 1
500"
050"to.00s
�►-- .346"
875"
I .050"
5 1- 1/16" I.G. GLASS
BEADING
094"
074"
I
.062"
UI f
.050"fo.00s„
OEQUAL -LEG FRAME
1.0137"
1
050"
6a INSTALLATION
FASTENER COVER
1.375" 1
.500"
—�) .970" If
.875"F�l
.050"
O7/16" LAMI
GLASS BEADING
FOR CURVES
2.784"
074" —��—
as d
QFIN FRAME
.346"
.875"
�f .050"
I.G. GLASS
OBEADING
FOR CURVES
HOT -MELT ALUMINUM DESICCANT FILL
ICONE BUTYL POLYISOBUTYLENE
REINFORCEMENT SEAL 5/16" NOM.
NOM. 3/16" NOM. SILICONE
5/16" NOM. SEAL
STRUCTURAL BUTYL &
SILICONE DESICCANT ROLL -FORMED
FOAM WITH FOAM STAINLESS STEEL
DESICCANTLL
EXT. GLASS EXT. GLASS
EXT. GLASS INT. GLASS
NT. GLASS INT. GLASS INT. GLASS
OSUPER SPACER° ODURASEAL° OXL EDGET^^
76 NXT rnn 77 SPACER 78 SPACER
� I
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10 I
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ALL CORNERS TO
USE GASKET i
AND/OR SEALANT
ASSEMBLY DETAILS
FOR FIN FRAMES
an° �nRniFR
FRAME ASSEMBLY
EXTERIOR
ANGLED/CURVED
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
ray
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No. 58705
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P.E.# 58705