HomeMy WebLinkAboutNOA; Series PW7720A Aluminium Fixed WindowM IAM bQADE MIAMI-DADE COUNTY
i 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.sov/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 ed s been desi ed to comply with the Florida Building
Code, including igh Velocity Hurrican one.-
: Series "PW7720A" Aluminum Fixed Window -- L.M.I.
APPROVAL 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 r an expira ion the Miami -Dade County Product Control
Section.
NIISSILE IMPACT ING: Large and Small- issile Impact Resistan
LABELING: Each unit shall a el with t er'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 theBuildingOfficial.
This NOA revises and renews NOA# 17-0614.11 and consists of this and evidence pages
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, E.
NOA No. 18-0430.05
MIAMI•DADE COUNTY Expiration Date: February 19, 2024
Approval Date: August 23, 2018
8ft, P
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. 08-1112.09)
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, Durasealo 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. 16-0629.14)
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. 13-0502.03)
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. 03-1105.01)
Manuel Per 2 .E.
Product Control a ner
NOA No. 18- 30.05
Expiration Date: February 19, 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 51h
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. 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 ERS
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
NOA 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 5te Edition (2014) and FBC 611 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 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 ere , IPIE
Product Control Exinjger
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 611
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 611 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 on 10/124L7 and
expiring on 02/19/19.
Manuel Perez .E
�Product Control Exa i
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
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3(
IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONL
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. I,., PER
ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICKARE TO BE CONSIDERVI)
A -
IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
SHEET!
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS
ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHA L
I
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
L
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
-
THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
2" 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.
I
6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY r
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1l2" MAX
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE 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 El3D0.
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 7201820 SERIES_
CODES I STANDARDS USED: l//
•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
•AISC 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 B.
49" TIP -TO -TIP WIDTH
48" BUCK WIDTH
_ 45-1/4" VISIBLE
LIGHT WIDTH)
r-�B. SHEET 6 `I
96" C
BUC SHEET7
NEIGH L
—
ILE 12" MAX.
iT O.C.
HT T —
1 }T
12" MAX. O.C. 6" J
MAX.
TYP. FLANGED FRAME
ELEVATION
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
TABLET:
FIGURE 1:
12" O.C.
MAX.
12" O.C.L
MAX.
6"
MAX.
I
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
LARGE & SMALL MISSILE
SEE SHEETS 2-5
IMPACT RESISTANCE
T#e
Descnpfion
S he
1
7l16'Lami 6'An-.090-PVB-3116'HS)
2
gwi 3/16'HS-.090'PVB-3116-HS
3
3
1-1/16'Lami. IG(3/16'T-7115"Air-3/16"An-.090'PVB.3116"HS)
2
4
1-1/16"Lami. IG(3116'T-7116"Air-3/16"HS-.090"PVB-3/16'HS)
3
5
7/16"Lami(3116"An-.090'SG-3/16"An)
4
6
7/16"Lami(3116"HS-.090'SG-3/16'HS)
5
7
1-1/16' Lami. IG (3/16' T. 7/16" Air- 3/16" An -.090' SG -3116' An)
4
8
1-1116"Lami. IG(3/16'T-7/16"Air-3/16"HS-.090"SG-3116-HS
5
48' BUCK WIDTH 48" BUCK WIDTH
4L D SHEETI7 4
LIGHT EET8 J- I
6" MAX. H, SHEET 9 I 2" MAX.
C E, SHEET B.
G,SHEET9 E,G
96"
BUCK
r HEIGHT --------
I 93-1 /4"
93-114" VISIBLE
VISIBLE LIGHT
/ LIGHT I / HEIGHT
HEIGHT
5" BUCK
O.C. MAX• I HEIGHT
i Ij' y
12" MAX. O.C. F. H
2" MAX.
5" MAX. O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME
ELEVATION ELEVATION
"SG'="KURARAY SENTRYGLAe INTERLAYER' BY KURARAY AMERICA, INC.
"PVB" = "KURARAY TROSIFC0 PVB INTERLAYER" BY KURARAY AMERICA, INC.
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.
i- WIDTH WIDTH WIDTH
s
TI I7-0--
Wi ILL_ �
I^WIDTH WIDTH r-I I— WIDTH WIDTH
�T �Ti iT
I I
x x x
1 1 1L_
WIDTH WIDTH F-- WIDTH—{ � WIDTH WIDTH
TF--- ---� Ti --- Ti - - 1 T
S2�---
= 1 I
1 � 1 1
JR - 03/16/18 - UPDATED
.. VALUES AND SIZES FOR
GLASS TYPES 5-8.
SERIES NAME CHANGE TO
z 7720A FROM 720.
W z
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` � ..• CICENgF ••. ���
* No.58705
IH �7'I;S��NAL tE,
A. LYNN MILLER, P.E
P.E.# 58705
Window Design Pressure (+/-, psf) for Glass Type f
Long Side, Ti to Ti In
68-7/8
73
77
81
85
89
93
97
101
105
110-1/2
31
*/-60
+/-80
+/-80
+/-80
+/-80
+1-80
+I-80
+/-Bo
+/-BO
+/-80
+1_90
33
+/-80
+/-80
+/-80
+/-80
+/-80
+/_80
+1-80
+/-80
+/-80
+1-80.
+1-80
35
+1-80
+/-80
+/-80
+/-80
+1-80
+140
+1-80
+1-80
+/-80
+/-79.8
+/-79.4
37
+1.80
+/-80
+/-80
+/_80
+/-80
+/-80
+1-79.7
+1-77.2
+/-75.1
+/-73.4
+1-72.2
39
+/-80
+/-80
+/-80
+/-80
+/-80
+1-7B.1
+/-752
+/-72.5
-
+1.68.5
+/-66.3
4
+/-80
+/-80
+/-80
+/-79.8
+/-772
+1-74.3
+l-7
+ -
+/-65.1
+1-63.4
+/_61.6
-r47
+1.80
+/-80
+1-80
+/-77.4
+1.74.3
+/-71.3
+ 82
+/-64.7
+/-61
+/-59.8
+1.58.2
F+/-80
+/-80
+/_78.9
+/-75.4
+/-72.1
+/-68.9
* 55.6
+/_62.2
- 9.7
+/-57.5
.2
+/-80
+/-80
+/-77.2
+/-73.6
+/-70.1
+1-66.8
+I-6 .
+1-57.7
n
F�
+1-80
+1-79.3
+/-75.6
+/-71.9
+1-68.3
+1-64.9
+/-81.5
+/_58.2
+/-80
+1-77.5
+/-74.1
+/-70.3
+1-66.7
+1-63.1
+159.7
w+/-79A
+/-75.6
+/-72A
+/-68.8
+1-65.1
+1-61.5
+/-77.4
+1-73.8
+/-70.5
+1.67.3
+1-63.5
+/-75.8
+/-72
+/-68.6
+/-65.3
59
+/-74.2
+1-70.3
+/-66.8
61
+1-72.7
+1-68.7
+/-65
67 1
65
+/-69.7
+/-65.5
67
+1-68.3
68-718
+/-67
1) I IY-I U-I IV UIMtNSIUNS SHUWN. FUK IN I LUKAL FIN AND EQUAL LEG WINUUWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
33 FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN. � I
--7- & K z7
7116" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
TARI F
GLASS TYPE 1
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side, Ti to Ti
in
68.7/8
73
77
81
85
89
93
97
101
105
110-112
31
+/-80
+/-BO
+1-80
+/_80
+/-80
+/-80
+/-80
+1-80
+/_80
+1-80
+1-80
33
+1-80
+1-80
r1-80
+1-80
+/-80
+/-80
+/-80
+l-BO
+/_80
+/-60
+1-80
35
+/_80
+1-80
+1-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-60
_ +/_80
+1-80
37
+1-80
+/-80
+/-80
+/-80
+/-80
+/40
+1-80
+/-80
+/-BD
+/-80
+1-80
39
+1_80
+/-80
+/080
+1-80
+/-80
+1-80
+1-80
+/-80
+/-79.4
+1-76.4
+1-74.3
41
+1-80
+/-80
+/_80
+/_80
+1-80
+1-80
+1-80
+1-76.7
+1-73.5
+/-70.9
+1-69
-
43
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+/-77
+/-73.1
+/-69.6
+/-66.9
+/-65.2
F
45
+/-80
+1.80
+/-80
+1-80
+1-80
+1-77.8
1 +1-74.1
+/-70.3
+1-67.5
+/-63.9
2
47
+1.80
+1-80
+/-80
+1-80
1 +1-79.2
+1-75.4
+1-71.7
+A68.1
+/-65.1
F
49
+f-8D
+1-80
+/-80
+/_80
1 +1-77.2
+/-73.3
+/-69.5
+/-65.8
-
51
+/-BD
+I.80
+/-80
+/-79.4
+/-75.3
+/-71.3
+/-67.5
Q
53
+f-8D
+1-80
+1-80
+/-77.7
+1-73.5
+I-69.5
�
55
+1-80
+1-80
+/-79.6
+f-76
+/-71.8
rn
57
+1-80
+1-80
+1-77.5
+1-73.8
69
+/-80
+1-79A
+1-75.4
61
480
+/-77.6
+1-73.5
63
+1-80
+/-75.8
65
+1-78.8
+/-74
67
+1-77.2
68-7/8
+1-74.9
1) I I V- I U- I IP UIMENSIUNS SHUWN. FUK IN I EGKAL FIN AND EQUAL LEG WINOUWS, SUB I RACT 1" FROM THE TIP -TO -TIP UIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUNDUP 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.
PVBI ERLAYER
6' HEAT RENGTHENED GLASS
b18 h+- LONG SIDE
GLASS B E
IDE
�-� LONG SIDE
T
--►i
SHORT
SIDE
J-
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116" NOM.
GLASS STACK 7/16" LAMINATED
GLASS STACK
3116" HEAT
3116" TEMPERED GLASS STRENGTHENED GLASS
3116" ANNEALED GLASS
7/16" AIR SPACE 090" PVB SHORT
INTERLAYER SIDE
11 T}
5 I
518"
GLASS BITE
1-3 LONG
SIDE
EXTERIOR
ais-1 21 13
GLASS TYPE 3
SHORT
SIDE
LU z
M
Y
w
N
CO
>
nay
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v
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al oa
nla z w
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Of
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= c
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I.-Z i Q
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DID
LL
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H
N
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'�O u ST TE`OF
"ZORIOP •\?�
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1�
A LYNN MILLER, P.E.
P.E.N 58705
TABLE 4-
Window Design Pressure (+/-, psf) for Glass Types 2 & 4
Long Side
TiP to Ti in
68.7/8
1 73
77
81
85
89
93
97
101
105
1 110-112
113
117
121
125
129
133
137
141
145
31
+1-80
0-80
+l-BO
+1-80
+/-80
+1-80
+/-80
+/-80
+1-80
+1-80
1 +l-so
+/-80
+1-80
+/-80
+1-80
+1-80
+1-60
+1.80
+1-80
+/-80
33
+/-80
+/-80
+/-60
+/-BO
+1-80
+1-80
+1-80
+/-80
+1-80
+1-80
+/-BO
+/-80
+1-80
+/-80
+/-80
+/-80
+1-80
+1-80
+/-80
+/-80
35
+/-80
+/-8D
+I-BO
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+1-80
+/-80
+/-80
+/-80
+/-80
+1.80
+1-80
37
+/-80
+/-80
+/-BO
+1-80
+/-BO
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-BD
+/-80
+/-80
+/-80
+/-80
39
+/-80
+/-80
+1-80
+1-80
+1-80
+/-60
+1-80
' +/-80
+/-80
+/-80
+/-8D
+/-80
+/-80
+1-80
41
+/-80
+/-80
+/-80
+1-80
+/-BO
+/-80
+480
+/-80
+1-80
+/-80
+/-80
+/-80
-
43
+/-80
+/-80
+"0
+1-80
+1-80
+I-80
+/-80
+/-80
+1-80
+/-80
+/-BD
F-'
45
+/-80
+/-80
+1-80
+1-80
+1-80
+1.80
+/-80
+/-80
+/-80
+1-80
g
47
+1-80
+1-80
+/-80
+/-80
+1-80
+I-80
+/-80
+1-80
+1-80
n
F
49
+/-80
+1-80
+1.80
+/-80
+1-80
+1-80
+/-80
+/-80
ai
51
+/-BO
+/-80
+1-80
+/-80
+/-80
+1-80
+1-80
y
53
+/-80
+/-80
+/-80
+/-80
+1.60
+/-79.1
0
55
+1-80
+/-80
+/-80
+/-80
+1.78-6
w
57
+/-80
+/-80
+1-80
+/-79.1
59
+1-80
+1-80
+/-80
61
+1.80
+/-80
+1-79.3
63
+/-80
+1-80
65
+1-60
+.
67
+I-80
68-718
+1-80
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.
7116" LAMINATED
GLASS STACK
�r
CCCGGG�]iii_�IlI�
�{-.0 SO" PVB INTERLAYER
3/16" HEAT
3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS
EXTERIOR
a
L
GLASS SITE
GLASS TYPE 2
1-1/16"NOM.�__)I.����..JJ�
GLASS STACK I I I16" LAMINATED
GLASS STACK
3116" TEMPERED GLASS
EXTERIOR
a
HEAT STRENGTHENED GLASS
5' HEAT STRENGTHENED GLASS
00"PVBINTERLAYER
J_
GLASS SITE
GLASS TYPE 4
TABLE DIMENSIONS MAY BE }
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�~ LONG SIDE
SHORT yv %' lilll
SIDE
} SHORT
J— SIDE
I — LONG SIDE —�
SHORT `v
SIDE Y
I
LONG
SIDE
J SHORT I_
'I SIDE r�
NO CHANGES THIS SHEET.
rc
W i
co
Y
❑
rn
N
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^Ob
❑ �o
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Om
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W
C) J O a m
LL
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FB
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= ILI
J
W
❑
LU Z C S
LU
N
O
O Z m d
0
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W
J
m
LL
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® m
W
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0
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LO
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* N0.58705 '
4�
T OF : Iix
S'tORIONCG
1kl
A LYNN MILLER, RE
P.Ett 58705
TABLE 5:
Window Design Pressure (+/-, psf) for Glass Type 5
Lonq
Side. Tip L7 Ti
in
68-7/8
73
77
78-3/4
81
85
89
93
97
101
105
109
110-1/2
37
+901-130
+90/-127.5
+90/-123.5
+90/-121.7
+90/-ll9.B
+90/-116.5
+90/-113.5
+90/-111
+90/-108.5
+90"'S3
+90/-104.5
+901-104.5
+90/-104.5
39
+90/-126.1
+901-120
+90/-114.5
+90/-112.9
+90/-111
+90/-107.5
+90/-104.5
+901-101.7
+901-99.5
+901-97.7
+90%96.1
+90/-94.6
+901-94.1
41
+90/-120.1
+90/-113.5
+90/-107.3
+901-105.2
+90/-1W
+901-100.5
+901-97.8
+W-94.9
+90/-92
+/-89.6
+/-88
+1-86.5
+/-ea
43
+901:114.4
+90140TS
+901-102.5
+90%100.7
+901-98.6
+90/-95.2
+901-92.2
+/-89.1
+/-85.8
+/-83
+/-81.4
+/-80.4
+1-80.1
45
+90/-108.7
+901-102.5
+90/-98.8
+901-97.1
+901-94.9
+901-91
+1.87.3
+/-84.1
+/.81.7
+/-79.7
+/.77.8
+/-76.1
H-75.6
47
+90/-104.4
+901-99.8
+901-95.7
+901-93.9
+901-91.6
+/-87.5
+1.83.6
+FBI
+/-78.9
+/-78.7
+1-74.7
H-72.7
+/-72
- 49
+90/-101.1
+901-97
+90/-92.8
+901-90.9
+/-88.5
+I-84.3
+1-81.2
+/-785
+1.76.1
+/-73.9
+/-71.7
+/.69.6
+1-68.9
1n 51
+901.98.1
+901-94.1
+901-90.1
H-88.2
+/-85.7
+/-B2
H-79.1
H -76.3
H -73.6
+/-71.2
+/-B8.9
+/-66.8
+/-85.9
53
+90/-95.3
+901-91.1
+/-87.4
+/-85.6
+/-83.3
+1.80
+/-77
+/-74.1
+/-71.3
+1-68.7
+1.66.3
+1-64
+/-63.2
F 55
+901-92.5
+/-88.2
+I-84.3
+/-829
+/-81.4
+/-78.1
+/-74.9
+/-71.9
N-69.1
H-66.4
+/-63.9
+/-61.8
+1-81.2
57
+/-89.8
+/-85.3
+/-81.8
+/-80.6
+/-79
+/-76.2
+1-73
+Ib9.9
+1-66.9
+/.64.1
+/-81.9
+/-60.1
- 59
+1-87.1
+/-82.8
H -79.7
+1-78.4
+1-76.8
+/-74
+1-71.1
467.9
+1-64.8
+/E2.2
+/-60.3
61
+1-54.6
+48U
+/-77.6
+/-76.2
+1-74.6
+1-71.7
+/-69
+1-65.9
+/-62.8
+/.60.8
63
+/-82S
+/-78.9
+1-74.6
+/-73.2
+/-71.4
+/-68.4
+/-65.5
+IE2.9
+/-60.9
65
+/-80.7
+/-77
+/-73.6
+1.72.2
+1-70A
+I-67.3
+/-64A
+1-62
67
+/-79
+/-75.3
+I-71.7
+/-70.2
H-68.4
+/-65.2
+/.62.4
68-7/8
+1-77.3
+/-73.6
+/.70
+1.68.5
+/-66.6
+/-63.3
+/-61.1
73
+/-73.6
+/-70.2
+1-66.5
+/-64.8
+/-62.9
+/-50.5
77
+1-70
+/-66.5
+1-63.2
+1.61.9
El
78-3/4
+/-68.5
+1.64.8
+/-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.
TABLES:
Window Design Pressure (+/-, psf) for Glass Type 7
Long Side (in)
68-7/8
73
77
78-3/4
81
B5
89
93
97
101
105
1 109
110-1/2
31
+901-130
+90/-130
+90/-130
+901-130
+901-130
+90/-130
+901-130
+Dal-130
+901-130
+901-130
+901-130
+901-130
+901-130
33
+901.130
+901.130
+901-130
+901-130
+901-130
+901-130
+90/.130
+001-130
+90/-130
4901-130
+90/-130
+901-130
+901-130
35
+901-130
+90/-130
+901-13D
+90/-130
+901-130
+901A30
+901-130
+9N-130
+901,130
+90/-130
+901-130
+901-130
♦901-130
37
+90/-130
+901-130
+901A3D
+901-130
+90%130
+90/-130
+90/-128.3
+901-125.4
+901-122.6
+90/-120.1
+90/-11B.1
+90/-118A
+90/-118.1
39
+90/-130
+90/-130
+80/-129.4
+901-127.5
+901-125.4
+901.121.5
+901-118.1
+901-114.9
+90%112.5
+90/-110A
+9V-108.6
+901-106.9
+901-106.3
41
+901.130
+90/-128.3
+901-121.2
+901-118.9
+90/-116.4
+901-113.6
+901-110.5
+901-107.2
+901-103.9
+90/.101.3
+90f-99.4
+90/-97.7
+90/-97.1
43
+901-129.3
+90/-121.5
+901-115.8
+90/-113.8
+90/-111A
+901-107.5
+901-104.2
+901-100.6
+901-97
+90/-93.8
+901-92
+901-90.9
+901-90.5
45
+90/-122.9
+90/-115.8
+904111.6
+904109.7
+90/-107.3
+90/-1028
+90/-98.7
+901-95
+90%92.3
+901-90.1
+1-87.9
+80/-85.9
+80/-85A
47
+90/-178
+901-112.7
+90/•106.1
+90/-108.1
+901-103.5
+90/-98.8
+901-94.4
+901-91.5
+1.89.1
+/-86.7
+801-84.4
+801-82.1
+80/-81.3
49
+901-114.2
+901-709.6
+90/-104.8
+90/-102.7
+901-100
+901-95.3
+90/-91.8
+/-88.7
+1-86
+801-83.5
+80/-81
+1-78.7
+1-77.8
51
+90/-110.9
+90/-106.3
+90/-101.8
+90/-99.6
+90/-96.9
+901-92.7
+/-89.3
+1.86.2
+801-83.2
+801-60.5
+/-77.9
+I-75.4
H-74.5
0 53
+901-107.7
+W-102.9
+901-98.7
+901-96.7
+901-94.1
+90/-90A
+/-87
+801-B3.7
+801-80.6
+1=77.7
+1.74.9
+1-72.3
+1-71A
0 55
+901-104.5
+90/-99S
+90/.95.3
+901-93.7
+901-91A
+/-BB.3
+80/-84.6
+80'-81.3
+1-78.1
+/-75.1
+1.72.2
+/-69.8
+/-69.1
,n 57
+901-101.5
+901-96.4
+901-92-5
+90F91
+/-89.3
.801-86.1
+801-82.4
+1-78.9
+/-75.6
+/-72.5
+1-59.9
+/-67.9
59
+90/-9B.5
+901-93.5
+/-90
+/-88.5
+801-88.8
+801-83.6
+80/-80.3
+1-76.7
+/-73.3
+1-70.3
H-6B.2
61
+90/-95.6
+9(/-91.3
+/-87.7
+B01-85.2
+80/-84.3
+801-81
H-77.9
+1.74.5
+1-71
+1-68.7
63
+901-92.2
+/.88.1
+80/-84.3
+80/-82.7
+80/-B0.7
+/-772
+/-74
+1-71
+/-68.8
65
+901-91.2
+1-87
+801-83.2
+80/-81.8
+/-79.6
H-76.1
+1.7Z8
+140
67
+/-89.3
+80/-85
+801-81
+/-79.4
+1-77.3
+/-73.7
+1-70.5
68-718
+/-87.3
+801-83.2
+/-79.1
+1-77.4
+/-75.2
+1-71.8
+1-69
73
1+601-83.2
1 +/-79.4
+/-75.1
+/-73.2
+/-71
+1-68A
77
+1.79.1
+/-75.1
+1-71.4
H-69.B
78-314
+1-77.4
1 +1-73.2
1 +1-69.8
1 +/.68.8
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.
7116" LAMINATED
GLASS STACK
SGINTERLAYER
3/16" ANNEALED GLASS
3/16"ANNEALED GLASS
4 11
5/8"
GLASS BITE Ir- LONG SIDE
12
EXTERIOR 20 13 SHORT
GLASS TYPE 5 1- 12::��j
T f+- LONG SIDE
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOVYN.
1-1/16" NOM.
GLASS STACK � GLASS
LAMINATED
GLASS STACK 7
3/16"TEMPERED GLASS GLASS
/16" ANNEALED GLASS
7/16" AIR SPACJ�J'�3/16"ANNEALED
.090"SG INTERLAYERSHORT
SIDE
EXTERIOR
a
GLASS TYPE 7
Sl8"
GLASS BITE
j
LONG
SIDE
_I SHORT If
'1 SIDE I`
LU z
m
Y
❑
> y
w
N
U)
'^aa
0
❑ No
V
O
a1°o
1n
O
U N z w
p
N
Z
a
r
Q J- C3 n-
LL � n i
a mo10
z
0 9
Uo e�
C)
_l
W
❑
W Z S <
C7
'oN
�Ma
LU
(+I
O
O� Z o
O
U
F-.
J
W
m
LL
0
Q
® onIaa4S
Z
1Y
u
C)
O
In
lll
Z
Z_
Ofalw5
O
CIL
Z
O
w
❑
U
n
x
W
LL
❑
LL
ar7�1
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LYNA(
�'�`�.•' �%GENSF
No. 58705
S'At�dF
//`/S770NAL
A. LYNNIM1II11 LER, P.E.
P.E.# 58705
Window Design Pressure (+/-, psf) for Glass Types 6 & 8
Long Side, Tip to Tip (in)
68-718
73
77
78-3/4
81
85
1 89
93
97
101
105
109
110-1/2
113
117
121
125
129
137
1 145
31
+90f-130
+90f-130
+901-130
+901-130
+901A30
+901-130
1 +90/A30
+90/-130
+90/-130
+90/-130
+901-130
+901-130
+90/-130
+901-130
+901-130
+901-130
+90/-130
+901-130
+901.130
+90J-130
33
+9W-13D
+90/-130
+901-130
+901-130
+90/-130
+90/-130
1 +90/-130
+901-130
+901-130
+90/-130
+901-130
+90/-13D
+901-130
+901-130
+90/-13D
+901-130
+90/-130
+901-130
+901.130
+904130
35
+90J-130
+90/-130
+901-130
+90/-130
+901-130
+90f-130
1 +901-130
+901-130
+901-130
+901-130
+901-130
+901-13D
+901-130
+90/-130
+901-130
+90/-130
+90/-130
+901-130
+801-110
+80/-110
37
+901.130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-13D
+901-130
+g01-130
+901-130
+901-130
+90/-130
+9D/-130
+90/-130
+901-130
+90/-130
+80/_110
+801-110
39
+90/-130
+901.130
+901-130
+90/-130
+90/-130
+90/-130
+gp/-130
+901-130
+901-130
+90/-130
+90f-130
+901-130
+90/-130
+901-130
+90f-130
+90f-130
+801-110
+801-110
+801-110
+80I.110
41
+901-130
+901-130
+90/-130
+901-130
+901-130
+90f-130
+901-130
+901-130
+901-130
+901-130
+90/-130
+9D1-130
+901-130
+901-130
+801-110
+801-110
+80/-110
+801-110
+801-110
+801-110
43
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+9(Y-130
+90/-130
+90/-130
+90/-130
+90/-130
+801-110
+801-110
+801-110
+80/410
+80/-110
+801-110
+80/-110
— 45
+901-130
+90t-130
+90/-130
+90/-130
+901-130
+901-130
+90/-130
+901-130
+901-130
+90/-130
+90/-130
+80/-110
+801.110
+801-110
+801-110
+801-110
+80/-110
+801-110
+801.110
a 47
+901-130
+90f-130
+901-130
+901-130
1 +901.130
+901-130
+901430
+901-130
+901-130
+90/•130
+801-110
+801-110
1 +801-110
+801410
1 +801-110
+801.110
1 +80/-110
1 +80/-110
0 49
+901-130
+90f-13D
+901-130
+90/-130
I +90f-130
+90/-130
+90/-130
+90/-130
+901-130
+801-110
+80/-110
+80/-110
+801-110
+901.110
+801-110
+801-110
+80/-110
51
+90/-130
+901.130
+901-130
+901-130
+9D/-130
+901.130
+90/-130
+89.41-128.9
+801-110
+SO/-110
+801-110
+801-110
+801.110
+80/-110
+80/-110
+801.110
53
+901.130
+90/-130
+901-130
+90/-130
+9D/•130
+901-130
+88.8/-128.1
+801-110
+801-110
+801-110
+801-110
+801-110
+80/-110
+801-110
+801-110
v 55
+90%130
+901-130
+901-130
+90/-130
+901-130
+88.8/-1281
+0-110
+801-110
+BDI-110
+80/-110
+80-110
+801-110
+801-110
+801-110
t57
+90)-130
+901-130
+901-130
+901-130
+89.41.129
+80110.
110
+80/-110
+8l-110
+901-110
+801-110
+801-110
6 59
+90/-130
+g0/-130
+90/-130
89.51-129.1
+801-110
+80/-110
+801-110
+801-110
+801-110
+80/_110
+80f-110
in 61
+901-130
+9Of-130
+89.61-129.
+801-110
+80/-110
+801-110
+80/-110
+801-110
+BO1-110
+80 _110
fi3
+9p1-130
+901-130
+80/-110
+801-110
+60f.110
+801-110
+60/-110
+somio
+80/-110
65
+90/-130
+W-130
+80/-110
+801-110
+601-110
+80f-110
+801-110
+801-110
67
+90/-130
+90f-110
+801-110
+801-110
+90f•110
+80/-110
+801-110
68-7/e
+901-130
+80f-110
+801-110
+801-110
+SO/-110
+80/-110
+801-110
73
+801.110
+80/-110
+80f-110
+60/-110
+80/-110
+80f-110
77
+80J-110
+801-110 1
+80010
1 +80/-110
78-3/4
+801-110
+80/-110 1
+801-110
1 +80/-110
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SHORTCR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
1-1/16" NOM.
7/16" LAMINATED
GLASS STACK
7/16" LAMINATED
GLASS STACK
GLASS STACK
INTERLAYER
3116" TEMPERED GLASS
3116"HEAT STRENGTHENED GLASS
EAT
3116" HEAT STRENGTHENED GLASS
3/16" HEAT STRGTHENED
GLASS
7f16" AIR SPACE
.090"SG INTERLAYER
11
4GL-ASS�.,,
5
"BITE
GLASS BITE
1-2EXTEXTERI
5.78
r
21 13
GLASS TYPE 6
GLASS TYPE 8
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
-� Imo —LONG SIDE
SHORT li��
SIDE
L SHORT I —
SIDE
+— LONG SIDE
SHORT f�
SIDE
L
LONG
SIDE
SHORT IJ
SIDE f
PRODUCT REVISED
as complying with the Ffmida
Bodm9 Coda
Acccplmce No,�
JR - 03/16118 - UPDATED
VALUES AND SIZES.
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No. 58705
0 •.,wm.'
SS Ncj`�.
1111111111
A LYNN MILLER, P.E.
P.E.058705
2X WOOD BUCKSTRIP EDGE
OR FRAMING, SEE DISTANCE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-3/4'
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
EMBEDMENT
qr_
�1/4" MAX
1 SHIM
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
INSTALLATION
INSTALLATION
TYPE C
TYPE B
— EMBEDMENT
1X WOOD BUCKSTRIP,
114" MAX
SHIM
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
r'
EDGE DISTANCE PER SUBSTRATE,
EDGE
6 SEE TABLE B, THIS SHEET
DISTANCE
a
'•
11
EXTERIOR
CONCRETEICMU
4
11
PERANCHOR
VISIBLE LIGHT WIDTH=
REQUIREMENT
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
INSTALLATION 1
HORIZONTAL SECTION A -A
METHOD D f l
TARI P W
1W
MAX.
SHIM (/
LW
\
E
ELF-DRILLING
), SEE TABLE /
HEET (`
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 8,THIS SHEET
EMBEDMENT
.a
EDGE
DISTANCE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
Ancho
Substrate
MGn. Edge
Distance
Min. Embedmentt12'
D.C.
#12 or #14 41D SS Screw
Southern Pine SG=0.55
9116"
1-3/8"
Aluminum 6063-T5 min.
3/8"
0.063" •
A36 Steel
3/8"
0.063"•Steel
Stud Gr. 33 r in.
3/8"
0.045' 18 GaSouthern
or#14 Steel Screw(G5)
Pine SG=0.55
9/16"
1-3/8"2
uminum60S3-T5min.
Steel
3/8"
3/8'
0.063"A36
0.063'
Steel Stud Gr. 33 min.
W8"
0.045" 18 Ga
1z'
1/4" 410 eFlez
Un routed CMU, AST; C-90
2-11Z'
1-1/4"
12"
Concrete (min. 3.35 ksi)
1"
1-3/4"
12'
1/4" Steel Utracon
Concrete frnin. 2.85 ksi
1"
144"
17'
Concrete min. 2.85 ksi
2-1/2"
1-318"
1P"
Un routed CMU. (ASTM C-90
2-1/7'
1-1/4"
17,
5116" Steel Ultracon
Concrete Orin. 3.5 ksi
1-114"
1-3/4"
17.
Grouted CMU. (ASTM C-90
2-117'
1-3X'
17'
-MIN. UI-a IKKCAUJ bcTUNU INCMCIALAUt1JIKA1t.
�114" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
} 1X WOOD BUCKSTRIP, INSTALLATION NOTES: Cc
I SEE NOTE 2, THIS SHEET
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
�— CONCREEDGE DISTANCE LIMITS.
• TE PER
EMBEDMENT ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
° • y REQUIREMENT 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
I • EDGE ° TYPE, EMBEDMENT WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
INSTALLATION I TYP. ANCHOR T, EMBEAUTHORITY HAVING JURISDICTION.
DISTANCE AND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A
VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Min. F.
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elm UtraCon®
155 ksi
177 ksi
410 SS Elm CreteRek®
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
68 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
NO CHANGES THIS SHEET.
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IONAI
yy/1111II110
A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP EDGE
DISTANCE
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE E —
EXTERIOR
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4'
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
1 1 EMBEDMENT
EDGE
DISTANCE
�1/4"MAX -7—
49) SHIM f
INSTALLATION
TYPE G
�--►f— EMBEDMENT
y� 114" MAX
SHIM
6
USED FOR ALL
SIDES OF
ARCHITECTURAL ••
SHAPES @ 11-7/8"
O.C. MAX. •'
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATION
TYPE H
ix,
MAX.
SHIM
9 J
EXTERIOR STEEL SELF -DRILLING
aSIAS(G5), SEE TABLE
9, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
INSTALLATION
TYPE F
1X WOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENTAND '
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
v EXTERIOR
�� VISIBLE LIGHT WIDTH
11
WINDOW BUCK WIDTH - 2-314"
. WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
EMBEDMENT
EDGE
DISTANCE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
spacing
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9116"
1-318"
12"
AdM°num 6063-T5 min.
318"
0.063" `
12"
A36 S1eeI
318"
0.M..'
12"
Steel Stud Gr. 33 mdn.
3/8"
0.D45" 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.D45" 18 Ga '
12'
14" 410 SS CreteFlex
U 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 Macon
Concrete rnin. 2.85 ksi
V
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 lllbacon
Concrete min. 3.5 ksi
1-1/4"
1-3/4"
12'
GrouMd CMU ASTM C-90
2-1/2"
i-3/4"
12"
-MIN. Ut31 NKtAU5dLYUNU I tit Mt I ALSUBS I KAI I:.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1/4" MAX SHIM
INSTALLATION NOTES:
1X WOOD BUCKSTRIP,
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND
SEE NOTE 2, THIS SHEET
EDGE DISTANCE LIMITS.
•
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL
•
CONCRETE PER
THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
EMBEDMENT
ANCHOR
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
REQUIREMENT
"2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY
'
°•
AUTHORITY HAVING JURISDICTION.
INSTALLATION
II EDGE
TYPE F Y�
-
TYP. ANCHOR TYPE, EMBEDMENT
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
DISTANCE
AND EDGE DISTANCE PER
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL
SECTION D-D
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Mn. Fy
Min. F.
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UtraCon®
155 ksi
177 ksi
410 SS 2co CreteFle)O
127.4 ksi
189.7 ksi
6063-T5 Alurninum
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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��'� .•' LICENSE''•.
No.58705
0 tl�'I
S �G
TONAL
A LYNN MILLER, P.E.
P.E.# 58705
FIN FRAMES ARE ONLY TO BE USED
TYR ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT
DISTANCE PER SUBSTRATE, I
SEE TABLE 10, THIS SHEET
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE
INSTALLATION
TYPE J
EDGE
DISTANCE 1/4•• MAX
SHIM
WITH GLASS TYPES 1A (PVB INSTALLATION
INTERLAYER), NOT TO BE USED WITH TYPE K
GLASS TYPES 5-8. (SG INTERLAYER).
EDGE DISTANCE
INSTALLATION
TYPE I
� DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
2X WOOD BUCKSTRIP
OR FRAMING, SEE O
NOTE 2, THIS SHEET
PRODUCT D
az rncnplyig with IceiN Ee Flaridn
1 rn� �� :i
1/4" MAX
SHIM
TYP.
�
1 6 1
ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
B ildi s c.&
A° ptmm No i
E Date' I
S
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
INSTALLATION
TYPE J
-
EMBEDMENT
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8'
C.C. MAX.
I VISIBLE LIGHT WIDTH _ I
INSTALLATION IIIFFFF WINDOW BUCK WIDTH -2-314"
TYPE L WINDOW BUCK WIDTH
EXTERIOR 1/4„
a MAx. HORIZONTAL SECTION E-E
+ SHIM
-ls
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
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
_1/4" MAXSHIM
EDGE DISTANCE
TYP.A O TYPE, EMBEDMENT
�— EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
\\ I EMBEDMENT -
rt`[L7.,I`'\II\IIIIIIIIIII IIII IIII � NO CHANGES THIS SHEET.
EXTERIOR
10,
Anchor
Substrate
Min. Edge
Distance
Max. O.C.
Spacing
2-1/2" x .113' Box Nail
Southern Pine SG=0.55
5116"
5"
2-112" x .131" Common Nail
Southern Pine SG=0.55
3/8"
5"
2-1/2"x.145" Roofin_q Nail
Southern Pine SG=0.55
3/8"
S'
#10 x 1" Steel Screw (G5)'
Southern Pine SG=0.55
10
5"
0.09Y Aluminu 6063-T5 min.
5116"
5"
1116' A36 Steel
5/16"
5"
0.045" 18 Gal Steel Stud Gr. 33
1 5/16'
5"
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 SUPPORTTO THE WINDOW FRAME.
3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. F,
Mn. F.
Steel Screw
B2 ksl
120 ksl
6063-75ANminum
16ksi
22ksi
A36 Steel
36 ksl
58 ksl
Gr. 33 Steel Stud
33 ksl
45 ksl
1=11
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S,S�ONAL
A LYNN MILLER. P.E.
P.E.H 5B705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
1EIGHT=
WNDOW
BUCK
1EIGHT-
2-3/4"
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
IEMBEDMENT
-f-1/4" MAX
SHIM
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1-4 (PVB
INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8. (SG INTERLAYER).
EMBEDMENT
I- 114" MAX SHIM
INSTALLATION jar EMBEDMENT
TYPE N I �_
1X WOOD BUCKSTRIP, SEE
U 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET
OR FRAMING, SEE
i NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED FOR ALL
SIDES OF
EDGE
ARCHITECTURAL
DISTANCE
SHAPES @ 11-7/8"
O.C. MAX.
I
INSTALLATION
TYPE O
EXTERIOR
1/4„
a
MAX.
SHIM
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
INSTALLATION ---
TYPE N
EMBEDMENT . •°
I LJ
I VISIBLE LIGHT WIDTH -
WINDOW BUCK WIDTH -2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
1 I
U EDGE
DISTANCE
CONCRETElCMU
PERANCHOR
REQUIREMENT
EXTERIOR
15
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
S acin
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9116,
1-3/8"
6.2"
Aluminum 6063-T5 min.
3/8"
0.063" `
6.2"
A36 Steel
316"
0.063" '
6.2"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga `
6.2"
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-318"
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"
0.045" 18 Ga '
62'
1/4" 410 SS CreteFlex
Un routed CMU ASTM C-90
2-1/2"
1-114"
11.6"
Concrete min. 3.35 ksi)
1"
1-3/4"
11.6"
114" Steel Ultracon
Concrete min. 2.85 ksi
1"
1-3/4"
11.6"
Concrete min. 2.85 ksi
2-1l2"
1-3/8"
11.6"
Un routed CMU ASTM G90
2-1l2"
1-1/4"
11.6"
5/16 Steel Ultracon
Concrete rn n. 3.5 ksi
1-114"
1-3/4"
11.6"
Grouted CMU ASTM G90
2-112"
1-3/4"
11.6"
�114" MAX SHIM
1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
Z SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
• INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEETAS "IX", 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
CONCRETE/CMU - 1-1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
PERANCHOR I� EDGE APPROVED BYAUTHORMY HAVING JURISDICTION.
REQUIREMENT DISTANCE
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME.
VERTICAL SECTION H-H
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Mn F„
Steel Screw .
921a1
120 ksi
410 Screw
90151
110 ksl
Elco UltraCon@
155 ksi
177 ksi
410 SS Ele° Crete%&
127.4 ksi
169.7 ksi
6063-T5 AMninwn
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel SN8
33 W
45 ksi
NO CHANGES THIS SHEET.
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* No. 58705
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A LYNN MILLER, P.E.
P.E.# 58705
s
Item
PGTPart #
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
4255
7/16" Lami. Glass Beading
Alum. 6063-T5
5
4254
1I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Coker
Alum. 6063-T5
6b
4224
Installation Fastener Cover for Curves
Rigid PVC
8
4267
7116' Lam!. Glass Beading forCunes
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063 T5
10
70589C
Gasket (at 90° comerjoints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
12
61308K
I 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. 3116" x 1-3/32" x 4"
Neoprene, Duro. 85 +/-1
29
76Xl l4FP
#6 x 1-1/4" FH SMS (Curved Beading)
Stainless Steel
30
781PQX
#8 x 1" Quad PH SMS (Assembly)
Stainless Steel
75
Kommerling Kodispace 4SG TIPS
See this Sheet for
Materials
76
Quanex Super Spacer nXr
77
Quanex Duraseal Spacer
78
Cardinal XL Edge Spacer
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90"CORNER
FRAME ASSEMBLY
EXTERIOR
L-LEG FRAME
FRAME
2.784' 2.784'
.094" --4 .094" —I
.074" 062" .074" 062"
1.375"
1.875" I
".438" + .500" ,438"
1.000— T
.050"aa.00s- ��.-..r— .050"no.00c
OFLANIGE FRAME OEQUAL-LEG FRAME
� 1.037"
.875" .875" I 1 1
.050" 10001 SjI+_ _050" .060
OGLASS BEADING O BEADING GLASS 6a FAS E ERION COVER
SILICONE HOT -MELT
BUTYL
STRUCTURAL
POLYISO- 1/4" NOM. 3/16"
BUTYLENE WITH STRUCTURAL
DESICCANT SILICONE
FOAM WITH
EXT.GLASS DESICCANT
EXT. GLASS
INT. GLASS INT. GLA
KODISPACE SUPER SPACER®
75 4SG TPS 76 NXT T""
ANGLED/CURVED
FRAMEASSEMBLY
1 /
I
I
I
I
I
I /
I /
/ EOUAL-LEG FRAME
FLANGE FRAME
MITERED FRAME WITH INTERIOR EXTERIOR
AND EXTERIOR FRAME WELDS �`
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT ATALL CORNERS
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
2.784"
.094"
.074" 0
1.375" {
Sc0 438" —
.050"'°.nos•
1.125" .077"
OFIN FRAME
PRODUCT REVISFIJ
w camplywg with the Florida
Building Code
Anxpcmce No t8-O431
.9�70"
1 �+— .346"
r
Miemi ndt Product
II L���+
.97s" I I
.8715" 11
NO CHANGES THIS SHEET.
'I�� .050"
�I�— .050"
I
O7116" LAW
GLASS BEADING
FOR CURVES
I.G. GLASS
O BEADING
FOR CURVES
ALUMINUM POLYISOBUTYLENEPDESICCANTFILL
REINFORCEMENT S5/16"NOM.
NOM. 5/16" NOM.ILICONE
BUTYLB EAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT.GLASS EXT.GLASS
INT. GLASS NT. GLASS
SS
D77 DURASEALO 78 XL EDGET""
SPACER SPACER
ASSEMBLY DETAILS
FOR FIN FRAMES
ANGLED/CURVED
FRAME ASSEMBLY
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
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No. 58705 •�
ST TE OF ;'•((7��
j -•.•FLORID P.•'�����
A Nhwjxo1 . P.E.
P.E.# 56705