HomeMy WebLinkAboutPOA PW-5520 Vinyl Fixed WindowM IAM I•DADE 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.eov/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 "PW -5520 Vinyl" PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 14-0930.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0629.12
Expiration Date: April 30, 2020
Approval Date: August 04, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 14-0930.25)
2. Drawing No. MD -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, 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.
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 a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe , E.
Product Control xam' er
NOA No. 1 9.12
Expiration Date: April 30, 2020
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
E. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-51 Edition
(2014), dated September 27, 2014, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Statement letter of no financial interest, dated September 27, 2014, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0930.25)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor, Product Control Section.
(Submitted under previous NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series
"PW -5520 Vinyl" PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring
on 04/30/20.
U _1
Manuel Perez, P
Product Control Exam ner
NOA No. 16-0629. 2
Expiration Date: April 30, 2020
Approval Date: August 04, 2016
E-2
GENERAL NOTES: SERIES 5520
IMPACT RESISTANT, VINYL 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. B, SEE
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD SHEET 3
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 1X
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO 1
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 A
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING MAX. O.C.
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13
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 B -
LOADS 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 E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX
NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE &
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN
MANUAL
11) "PVB" =.090" BUTACITEO PVB BY KURARAY AMERICA, INC.
"SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC.
6" MAX.
GENERAL NOTES .................. ....... 1VISIBLE LIGHT FORMULAS
ELEVATIONS.... ............................. 1 WIDTH BUCK WIDTH -4-3/16"
MAX. BUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE)
MAX. O.C. SEE
TABLES 4-13
1
VISIBLE
LIGHT WIDTH
VISIBLE
LIGHT
HEIGHT
6"MAX. ----
TYP. EQUAL-LEG/BOX &
FLANGE FRAME (90° CORNER
MAX.0 C
SEE TABLES
�413///
6" MAX. 1►
6" MAX. D, SEE
SHEET 4
MAX.BUCK
HEIGHT, SEE
TABLES 4-13
(LONG OR F
SHORT SIDE) '
A, SEE C
SHEET3
6" MAX.
�1
I
1
MAX. O.C.
SEE
TABLES
- 4-9
MAX. O.C.
/ SEE TABLES
VISIBLE 4-13
LIGHT
HEIGHT
/ E
CK
HEEIGHT,IGHT, SEE
TABLES 4-9
VISIBLE (LONG OR
LIGHT WIDTH SHORT SIDE)
MAX. O.C. 6" MAX.
HEIGHT: BUCK HEIGHT - 4-3/16"SEE TABLES 4-13
STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 4-13
92014 FLORIDA BUILDING CODE (FBC), 5TH EDITION (SHORT OR LONG SIDE)
•ASTM E1300-09 TYP. EQUAL-LEG/BOX &
•ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION FLANGE FRAME (CURVED
•ALUMINUM DESIGN MANUAL, ADM -2010 OR ANGLED CORNERS)
• AISI-S 100-07/S2-2010
1.25"
MAX.
IMPACT RATING
DESIGN PRESSURE RATING
LARGE & SMALL MISSILE
IMPACT RESISTANT
VARIES PER GLASS TYPE, SEE
TABLES 4-13, SHEETS 6-10
D ► -
MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
1.25" MAX.
MAX. O.C. SEE TABLES 4-9
VISIBLE
LIGHT WIDTH
1.25" MAX. �—
TYP. INTEGRAL FIN & J -CHANNEL
FRAME (90° CORNERS)
(ANCHORED THROUGH NAIL FIN)
MAX. O.C. SEE
TABLES 4-9
/ VISIBLE
LIGHT
HEIGHT
VISIBLE
LIGHT WIDTH
--►) MAX. O.C. SEE TABLES 4-9
_ MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
TYP. INTEGRAL FIN &
J -CHANNEL FRAME (CURVED OR
ANGLED CORNERS)
(ANCHORED THROUGH NAIL FIN)
MAX. BUCK
HEIGHT, SEE
TABLES 4-9
(LONG OR
SHORT SIDE)
1.25" MAX.
MAX.
O.C.
SEE
TABLES
TT1 4-9
I
MAX. BUCK
HEIGHT, SEE
TABLES 4-9
(LONG OR
SHORT SIDE)
1.25" MAX
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1.25" MAX. �—
TYP. INTEGRAL FIN & J -CHANNEL
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(ANCHORED THROUGH NAIL FIN)
MAX. O.C. SEE
TABLES 4-9
/ VISIBLE
LIGHT
HEIGHT
VISIBLE
LIGHT WIDTH
--►) MAX. O.C. SEE TABLES 4-9
_ MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
TYP. INTEGRAL FIN &
J -CHANNEL FRAME (CURVED OR
ANGLED CORNERS)
(ANCHORED THROUGH NAIL FIN)
MAX. BUCK
HEIGHT, SEE
TABLES 4-9
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SHORT SIDE)
1.25" MAX.
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O.C.
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* No. 58705
A. LYNN MILLER, P.E.
P.E.# 58705
TAR[ F t
Glass
Type
Anchor
Description
Min. Edge
Distance
Table
#
7
7/8" Laminated I.G.:
1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with
.090" PVB Interlayer
4
8
7/8" Laminated I.G.:
1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with
.090" PVB Interlayer
5
9
7/8" Laminated I.G.:
3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with
.090" PVB Interlayer
6
10
7/8" Laminated I.G.:
3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with
.090" PVB Interiayer
6
11
1" Laminated I.G.:
1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with
.090" PVB Interlayer
7
12
1" Laminated I.G.:
3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with
.090" PVB Interlayer
8
13
1" Laminated I.G.:
3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with
.090" PVB Interlayer
9
14
1" Laminated I.G.:
3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with
.090" SG Interlayer
10
15
1" Laminated I.G.:
3/16!'T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with
.090" SG Interlayer
11
16
1" Laminated I.G.:
1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with
.090" SG Interlayer
12
17
1" Laminated I.G.:
3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with
.090" SG Interiayer
13
TAnI F 7 AKIi-WnPC INCTAI [ Pn TPPn1 JnH FRARAF
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment*
A
(steel, 018-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Steel, A36* 3/8"
0.050"
Steel Stud, A653 Gr. 33* 3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5* 3/8"
0.050"
#12 SMS
(steel, 18-8 S.S.
or 410 S. S.)
3/16" steel Ultracon
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Concrete (min. 2.85 ksi) 1"
1-3/8"
Ungrouted CMU, (ASTM C-90) 2-1/2"
1-1/4"
B
#12 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
Steel, A36* 3/8"
0.050"
Steel Stud, A653 Gr. 33* 3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5* 3/8"
0.063"
C
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-3/4"
Ungrouted CMU, (ASTM C-90) 2-1/2"
1-1/4"
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
1"
1-3/4"
1/4" steel Ultracon
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
1!4" steel Creteflex
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
P.T. Southern Pine (SG=0.55) 1"
1-3/8"
D
1/4" steel
Aggre-Gator
P.T. Southern Pine (SG=0.55)
V
1-3/8"
Grouted CMU, (ASTM C-90) 2"
2"
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
2-1/2"
1-3/4"
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
2-1/2"
1-3/4"
1/4" steel Aggre-Gator
Concrete (min. 3.275 ksi)
1-1/2"
1-3/S"
TART F 3- ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group
Anchor
Substrate Min. Edge Min.
Distance Embedment'
E
2-117'x .131" Common Nail
P.T. Southern Pine (SG=.55) 3/8" 2-7/16"
LEG
2-1/2" Ring -shank Roofing Nail
P.T. Southern Pine (SG=.55) 3/8" 2-7/16"
F
#10 Trusshead SMS
(steel, 18-8 S.S.
or 410 S.S. )
P.T. Southern Pine (SG=.55) 1/2" 1-3/8"
Aluminum, 6063-T5* 3/8" 0.050"
Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.)
Steel, A36* 3/8" 0.050"
#12 SMS
(steel, 18-8 S.S.
or 410 S. S.)
P.T. Southern Pine (SG=.55) 9/16" 1-3/8"
Aluminum, 6063-T5* 3/8" 0.063"
Steel Stud, Gr. 33* 3/8" 0.050"
Steel, A36* 3/8" 0.050"
* MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS, MIN
Fu=45 KSI.
"UNGROUTED CMU"
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
"N'= ANNEALED
"H" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" =.090" PVB INTERLAYER
"SG"=.090"SENTRYGLAS
INTERLAYER
GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J -CHANNEL OR INTEGRAL
• FIN FRAMES.
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
OD
Q
BOX OR
EQUAL DQ
FLANGE
P
LEG
OD
�a
J -CHANNEL �Q
INT FIN =�aQ
ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES
BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 6-10.
LONG LONG LONG SHORT
SIDE -moi SIDE �{ SIDE -i y{ SIDE
STI -
o = o = w
LONG LONG LONG LONG LONG (9
i� SIDE it SIDE SIDE SIDE SIDE Z
TT
oil oil oo °� % °�
09 xvi xm =m 09
m m11 m11 m1 �n11
1 1 1L -i 1
* MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS, MIN
Fu=45 KSI.
: ff@
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
VINYL FIXED WINDOW NOA (LM&SM)
9/9/14
Ivl GLASS/ANCHORS/FRAME OPTIONS lem'I J ROSOWSKI I
PW -5520 101 NTS Ill 2 OF 11
MD -5520.0 V l A
flRODUCT PEV(SED
as ceunp€yu g wilt aw Fkwi&
BuRafag Cede t�. � (
A=Pmnce 1*1 ! • �V g�
r�tx9ralic�z Dace C�
By
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION OPTION 2
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME
ANCHORED THROUGH FRAME AND IX
INSTALLATION
DIRECTLY INTO CONCRETE/CMU.
BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1
EMBEDMENT
SEE NOTE 2, THIS SHEET.
EMBEDMENT
ANCHOREDTHROUGH
FRAME INTO 2X WOOD
EDGE DISTANCE
MAX.
1/4" MAX.
SHIM
SHIM
SHIM
FRAME OR BUCKSTRIP.
2
4
SEE NOTE 2, THIS SHEET.
EDGE
" m
EDGE
EMBEDMENT DISTANCE
5
DISTANCE
FLANGE
FRAME
SHOWN
1/4" MAX. TYP. ANCHOR TYPE
Q
1"THICK I.G. �
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EMBEDMENTAND
SHIM
TYP. ANCHOR TYPE, DISTANCE PER
D
D
EDGE DISTANCE PER
SUBSTRATE, SEE
SUBSTRATE,
°.
EMBEDMENT AND SEE TABLE 2, SHEET 2.
<•
TABLE 2, SHEET 2.
6
n
EDGE DISTANCE PER
SUBSTRATE,SEE
�❑
°
a I,�
5 TABLE 2, SHEET 2.°m
�p�
7/8" THICK I.G.
FLANGE EXTERIOR
VISIBLE LIGHT WIDTH — 7
FRAME
EQUAL -
NOTES:
SHOWN
LEG/BOX
7/8" THICK I.G.
BUCK WIDTH FRAME
'
SHOWN
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS
LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT
HORIZONTAL
SECTION A -A
AND EDGE DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2.
PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN
BUCK VISIBLE
1-1/2" THICK ARE TO BE CONSIDERED 1X
1/4" MAX.
HEIGHT LIGHT
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF
SHIM #10 OR #12 STEEL —► 1/4" MAX. SHIM
HEIGHT
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
SMS (G5), SEE
BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
TABLE 2, SHEET 2.
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 OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED
DQ
DQ
TO AS DAYLIGHT OPENING) IS MEASURED FROM
1"THICK I.G. BEADING TO BEADING.
'
EQUAL
FLANGE
FRAME
SHOWN
LEG/BOX
FRAME
PRODUCTREVISED
a5 comptyiu2, wide dw Fi `"
BzaEduxg Co°
k®�
SHOWN
A," p
TYP. ANCHOR TYPE,
�
EXTERIOR
(�
EMBEDMENT AND
OD
EXTERIOR ❑
4
O 111---JJJ
EDGE DISTANCE PER
SUBSTRATE, SEE
n
4/
y ,
`�'f '�-``°P""t"`r-`
INSTALLATION
INSTALLATION
EQUAL-
TABLE 2, SHEET 2.
OPTION 4
OPTION 4
LEG/BOX
IE
ANCHOREDTHROUGH
ANCHOREDTHROUGH
FRAME
SHOWN
�1/4" MAX. SHIM
__j
FRAME INTO METAL
FRAME INTO METAL
-L
VINYL FIXED WINDOW NOA (LM&SM) 0 9/9/14
a EMBEDMENT
VISIBLE LIGHT FORMULAS
o FLANGE & EQUAL-LEG/BOX FRAMES o m- J ROSOWSKI
INSTALLATION
"
° ° a ° WIDTH: BUCK WIDTH - 4-3/16"
®
a
OPTION
HEIGHT: BUCK HEIGHT -4-3/16"
CERT. OF AUTH.#29296
-
ANCHOREDTHROUGH
EDGE DISTANCE
FRAME DIRECTLY INTO VERTICAL
SECTION
B -B
1070 TECHNOLOGY DRIVE
CONCRETE/CMu.
N. VENICE, FL 34275
(941)-480-1600
PW -5520 NTS " 3 OF 11 o z MD -5520.0 � z A
A. Lv�N�#5s7oe' P.E.
INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES
INSTALLATION
INSTALLATION
OPTION 6
OPTION 5
INSTALLATION OPTION 51/4"
MAX. SHIM ANCHO
ANCHOREDTHROUGH ROUGH
EMBEDMENT FRAME INTO 2X WOOD
ANCHORED THROUGH INTEGRAL FIN
1/4" MAX. SHIM
EDGE DISTANCE
INTO 2X WOOD FRAME OR BUCKSTRIP.
ANCHORED THROUGH
FRAME OR BUCKSTRIP. SEE
SEE NOTE 2, THIS SHEET.
INTEGRAL FIN INTO 2X WOOD EMBEDMENT
O NOTE 2, THIS SHEET.
FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
EDGE
1
3
EDGE DISTANCE DISTANCE
J -CHANNEL
5
I
FRAME
�O
SHOWN
❑
1
1/4" MAX. SHIM TYP. ANCHOR TYPE,
1 I.G.
EMBEDMENT
EMBEDMENT AND
TYP. ANCHOR TYPE, EDGE DISTANCE PER
6
EMBEDMENT AND EDGE SUBSTRATE, SEE
PER SUBSTRATE, TABLE 2, SHEET 2.
SEE TABLE 3, SHEET 2. SHOWN)
911 7'
71NTEGRAL�TYP.
ANCHOR TYPE,
AND EDGE
ODISTANCE
5
(SCREW
FINEMBEDMENT
DISTANCE PER SUBSTRATE,
(NAIL SHOWN)
o❑
7/8" THICK I.G.
RAME
SHOWN
SEE TABLE 3, SHEET 2.
J -CHANNEL EXTERIOR
VISIBLE LIGHT WIDTH --►{ 7
(NAIL SHOWN)
FRAME
7/8" THICK I.G.
NOTES:
SHOWN
BUCK WIDTH
1) USE ONLY SUBSTRATE -APPROPRIATE
HORIZONTAL
SECTION C -C
ANCHORS LISTED ON TABLES 2 & 3, SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION SHOWN MAY
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW.
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLES 2 & 3, SHEET 2.
2) MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS
BUCK VISIBLE
THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X
-
HEIGHT LIGHT
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
HEIGHT
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK
1/4" MAX. SHIM #10 OR#12 STEEL 1/4" MAX.
SHIM
SMS (G5), SEE
OR GREATER. 1X AND 2X BUCKS (WHEN USED)
TABLES 2 & 3,
SHALL BE DESIGNED TO PROPERLY TRANSFER
SHEET 2.
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
Q
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
�Q
1"THICK I.G.
MEASURED FROM BEADING TO BEADING.
Q
FIN AND/OR
PRIODUCT R.FvIsElo
cvstea d6xc F6eS€'s
FLANGE MAY BE
REMOVED IN -FIELD
a±: ca€a4`€n3
AGwup�sFf6('.0
-
INTEGRAL FIN
EXTERIOR
"' =�' Dat:p!
EXTERIOR
O
TYP. ANCHOR TYPE, EMBEDMENT
PER
FRAME SHOWN ❑
❑
S3v
3
AND EDGE DISTANCE
tvt.aaa:.• Made Prodtki 0; .
SUBSTRATE, SEE TABLE 3, SHEET 2.
INTEGRAL
(SCREW SHOWN)
INSTALLATION OPTION 7
INSTALLATION OPTION 8
FIN
INSTALLATION THROUGH THE INTEGRAL FIN,
INSTALLATION THROUGH THE FRAME,
FRAME
1/4" MAX
INTO METAL, SEE TABLE 3, SHEET 2.
INTO METAL, SEE TABLE 2, SHEET 2.
SHOWN
SHIM
❑ o
INSTALLATION—
OPTION 5
EDGE
VINYL FIXED WINDOW NOA (LM&SM)
a 9/9/14
o
ANCHOREDTHROUGH
INTEGRAL FIN INTO 2X
DISTANCE
o J -CHANNEL & INTEGRAL FIN FRAMES
WOOD FRAME OR
VISIBLE LIGHT FORMULAS
BUCKSTRIP. SEE NOTE 2,
WIDTH: BUCK WIDTH - 4-3/16"
®
Q
v
THIS SHEET.-- EMBEDMENT HEIGHT: BUCK HEIGHT -4-3/16"
CERT. OF AUTH. #29296
-
1070 TECHNOLOGY DRIVE
N
VERTICAL SECTION D -D
V
N. VENICE, FL 34275
(941)-480-1600
PW -5520 NTS 4 OF 11 o z MD -5520.0 z A
A LYp P.E.
.E.#58705
y 7/8" NO
7/8" NO ►-
-►{
7/8"
7/8" NOM.
5/16" A/A PVB
5/16" A/A PVB
5/16" A/A PVB
5/16" A/A PVB
PRGDUCP �EV!SED
7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE—
1/8" A_ GLASS
1/8" T GLASS
_
3/16" A_ GLASS
3/16" T GLASS
_
=crzs Fging i F° F6aa eds
3: dli rwg fade
aEXTERIOR
a EXTERIOR
a EXTERIOR
a EXTERIOR
ve�eEticxr i?ase
80-83
80-83
80-83
80-83
IYCier u " ade Prooucd C(rtr
GLASS TYPE 7
GLASS TYPE 8
GLASS TYPE 9
GLASS TYPE 10
M
1" NOM.
1" NOM.
1" NOM.
1" NOM.
W
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Y
Cn
Q
na
7/16" A/A PVB
7/16" A/A PVB -
7/16" A/A PVB
7/16" A/A SG
o
I
O
7/16" AIR SPACE
3/8" AIR SPACE
3/8" AIRSPACE
3/8" AIR SPACE
} LO v
p
o
o
aaoa
1/8" T GLASS
3/16" A GLASS-
3/16" T GLASS
3/16" A_ GLASS ----\
04
M
,`i
aEXTERIOR
a EXTERIOR
a EXTERIOR
a EXTERIOR
m
Z IJi N -j 0
uMo�Q
80-83
80-83
80-83
80-83
U Ux D o
W z O
~O
U
ON
W m O
06
9MO
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GLASS TYPE 11
GLASS TYPE 12
GLASS TYPE 13
GLASS TYPE 14
q o
CD a z
Q
O
LL
O
m
O
1aa9s
1" NOM.
1" NOM.
V NOM. -►
Z
J
Q
Z
Z
W
-D
Q
W
p
T, O
7/16" A/A SG
7/16" H/H SG
7/16" H/H SG
EXTERIOR
O
LL
Z
(14
3/8" AIRSPACE
7/16" AIRSPACE
3/8" AIR SPACE
a
F
w
N
Q
n
1/2" NOM.GLASS
v
Z
3/16" T GLASS
1/8" T GLASS
3/16" T GLASS
80-83 BITE TYP.
j
(Da
D
aN1osa0
EXTERIOR
EXTERIOR
a
EXTERIOR
a
74
sauaS
7 �
O
80-83
80-83
80-83
GLASS TYPE 15
GLASS TYPE 16
GLASS TYPE 17
78
0 0
,a
a
GLAZING NOTES:
GLASS TYPES 14 THROUGH
"
"A" = ANNEALED
"H"= HEAT STRENGTHENED
17 MAY NOT BE USED WITH
'J -CHANNEL OR INTEGRAL
TYP. GLAZING DETAIL
"T"= TEMPERED
• FIN FRAMES
"PVB" =.090" PVB
-'
"SG" =.090" SENTRYGLAS
A. LYNN MILLER, P.E.
P.E.# 58705
v-ftln -ro
Window Design Pressure, (+1- psf)
Window Design Pressure, (+/- psf)
'nay
Use this table
for Glass
Type:
]
1/8" A Cap -Airspace -5/16" A/A with PVB
8
Window
O
0
°'
Window
Long Side (in)
O
Long Side (in)
(9 w
Dimensions
51.05
54
56
58
62
64
68
72
76
80
84
87
92 97 99
18
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+1-50
+/-50
+/-50
+1-50
+/-50
+/-50
IN
DMO
20
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+1-50
+/-50
+1-50
+/-50
+/-50
+/-50
36
22
+/-50
+/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+150
24
+/-50
+/-50
+/-50
+1-50
+/-50
+/-50
+1-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
26
+/-50
+/-50
+/-50
+/50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
28
+/-50
+/-50
+/-50
+/50
+/-50
+/-50
+/-50
+/-50
+1-50
+/-50
+/-50
+/-50
+1-50
30
+1-50
+/-50
+/-50
+/50
+/-50
+/-50
+/50
+/-50
+l-50
+/-50
+1-50
+/-50
m
32
+/-50
+/-50
+/50
+/-50
+/-50
+/-50
+/50
+1-50
+/-50
+1-50
+/-50
+/50
roo
34
+/-50
+/-50
+/-50
+150
+/-50
+/-50
+/-50
+1-50
+/-50
+1-50
+/50
+/-50
0
36
+1-50
+/-50
+1-50
+150
+/-50
+/-50
+/-50
+1-50
+150 +1-50 +/-50 +150
APPLIES TO A, B, C OR DANCHORS
TABLE 2)
APPLIES TO EOR F ANCHORS
(SEETABLE 3)
6
M
38
+/-50
+150
+/-50
+/-50
+/-50
+/-50
+/50
40
+/-50
+1-50
+l-50
+1-50
+/-50
+1-50
MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4
42
+/-50 +/-50 +/-50 +/50 +/-50
44
+/-50 +l-50 +/-50 +/50
APPLIES TO A, B, C OR D ANCHORS APPLIES TO E OR F ANCHORS
(SEE TABLE 2) (SEE TABLE 3)
46
+/-50 +/-50 +/-50
48
+1-50 +/-50
lgq
51.05
+/-50 -
v-ftln -ro
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
►— LONG SIDE
SHORT
SIDE
y SHORT
J SIDE
T �~ LONG SIDE —�
T
SS HORDET
I—
NOTES:
1) BUCK DIMENSIONS SHOWN.
��SIDE
SHORT _
SIDE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
P'Ro LK;y PEVISED
as conxPi ging with 6 .. -
:;usitttn.^; Fake
F.atiepfaee�' Ala� C
L: . d
,,*irav�m Date g
N
v
M
�
Y
Window Design Pressure, (+/- psf)
'nay
I Use this fable
for Glass
Type:
8
1/8" T Cap -Airspace - 5/16" A/A with PVB
O
0
°'
Window
O
Long Side (in)
(9 w
r•
Dimensions
60.926
64
66
68
70
74
77
80
84
87
92 97 99
O
co
32
+/-50
+/-50
+/-50
+/-50
+/50
+/-50
+/-50
+/50
+/-50
+/-50
+/-50 +/50 +1-50
IN
DMO
34
+/50
+/-50
+/-50
+/-50
+/50
+/-50
+/-50
+l50
+/-50
+/-50
+/-50 +/-47.3 +/-46.7
36
+/50
+1-50
+/-50
+/-50
+150
+/-50
+1-50
+/50
+/-50
+/-50
+/-47.5 +/-45.4 +/-44.6
Z
38
+150
+/-50
+/-50
+/-50
+l50
+/-50
+/-50
+/50
+/50
+/-49.1
+/-46.1 +/43.9
LLl
40
+/50
+/-50
+/-50
+/-50
+/50
+/-50
+/-50
+150
+/-50
+/-48.2
+/-45.1
42
+150
+1-50
+/-50
+/-50
+/50
+/-50
+/-50
+150
+1.49.8
+/-47.4
d
44
+/50
+/-50
+/-50
+1-50
+150
+/-50
+/-50
+/50
+/-48.9
F
N
46
+/50
+/-50
+/-50
+/-50
+150
+/-50
+/-50
+/-49.9
0
r
48
+/50
+/-50
+/-50
+/-50
+/50
+/-50
+/-50
01421
01421
osap
N
50
+150
+l-50
+1-50
+1-50
+/50
+/-50
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 &4
MAX. O.C. SPACING IF ANCHORING
THROUGH THE INTEGRAL FIN PER SHEET
52
+150 +/-50 +/-50 +/-50 +/50
54
+150 +1-50 +/-50 +150
APPLIES TO A, B, C OR DANCHORS
TABLE 2)
APPLIES TO EOR F ANCHORS
(SEETABLE 3)
6
+/50 +/-50 +/-50(SEE
8
P60
+/50+l -5015""R
E ANCHORS, 4"FOR FANCHORS
926
+/50
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
►— LONG SIDE
SHORT
SIDE
y SHORT
J SIDE
T �~ LONG SIDE —�
T
SS HORDET
I—
NOTES:
1) BUCK DIMENSIONS SHOWN.
��SIDE
SHORT _
SIDE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
P'Ro LK;y PEVISED
as conxPi ging with 6 .. -
:;usitttn.^; Fake
F.atiepfaee�' Ala� C
L: . d
,,*irav�m Date g
N
v
M
�
Y
Q
'nay
O
O
0
°'
O
O
a °�
(9 w
r•
LL
a
OM
J
vLO
M
8
umoup
J
zLL
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� LL
O
co
Q'
r
UU
X�
o
IN
DMO
�Z
O�
m O
't
06
o j
�z
O0
o z
Q
O
J
O
Z
co
p
H-
rn
O
LLl
7aa45
#
Z
Z
_
U)
Q
UU
W
al°a5
o
O
X
tl
F
LL
J
z
(D
N
LH
C)
Z
W
a-
01421
01421
osap
Isapasl
TABLE 6
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG 'PRODUCT REVISED
SIDE zs cvn;pi ging with 6� FT 'sra
LONG SIDE / Bui;dmg Code
A�pwme No 1(c�o Js
��Pirecsas, D�� e
SHORT By
SIDE �� Niia .0 rwie Product C
SHORT
SIDE
05 N
�~ LONG SIDE —►
M
SHORT
LONG
�� SIDE Q
L
r
m
af
°� O O
(D in
cv ato4 O N
_ SHORT _ O M V
TABLE 7: �I LO
SIDE I� O LL N J O VMo,O 2
Z in LL co
Window Design Pressure, (+/-psf UserNstable x Lti
for Giass 11 U _U X —
1/8" T Cap -Airspace - 7/16" A/A with PVB Type. Z ED Uj
o 06 9Ma
LU
Window Long Side (in) > O p v m
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 o Z n. Z °i (n
32 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 p _3 p
34 +J-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 t/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z m r
F-
36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 m Q w taays
38 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ® Z
40 +1-70 +1-70 +/-70 +/-70 +J-70 +/-70 +/-70 t/-70 +/-70 +/-70 +/-70 =
U) Z
42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 a Ow LU alo,s
m 44 +/-70 +/-70 t/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 - o X 0- o
m 46 t/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 t/-70 � (D n
t 48 t/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 C) Z W
N 50 t/-70 +/-70 +1-70 +/-70 +/-70 +/-70 > U 0_
52 +/-70 +1-70 +/-70 +/-70 +/-70 apilasaQ sayag
54 +/-70 +/-70 +J-70 +1-70
56 +/-70 +J-70 +/-70
NOTES
58 +1-70 +1-70
1) BUCK DIMENSIONS SHOWN.
60.926 +/-70
2) FOR SIZES NOT SHOWN, ROUND UP TO THE -.
NEXT AVAILABLE SHORT OR LONG DIMENSION. �
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), ct
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
A. LYNN MILLER, P.E.
P.E.# 58705
Window Design Pressure, (+/-psfj Use the table
3116" A Ca -Airs ace - 5/16" AIA with PVB r« c>Iass 9&10
3/16" T Ca -Airs ace - 5116" A!A with PVB TyP�,
Window Long Side (in)
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99
32 +J50 +/-50 +/-50 +/-50 +/-50 +/-50 +150 +l-50 +/-50 +/-50 +/-50 +/-50 +/50
34 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +t-50 +/-50 +/-50 +/-50 +150
36 +/So +/-50 +/-50 +/-so +/-50 +J-so +/So +/-50 +/-50 +J-so +J-so +/-so +JSo
38 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +1-50 +l-50
40 +/50 +/-50 +l-50 +/-50 +/-50 +/-50 +/50 +/-50 +1-50 +1-50 +/-50
� 42 +150 +/-50 +1-50 +/-50 +l-50 +/-50 +150 +/-50 +/-50 +/-50
m 44 +/So +/-sa +/-so +l-so +/-so +/-50 +/50 +/-so +r-sa
as +/So +/-50 +/-50 +/-so +/-50 +/-50 +/So +/-50
r as +/So +/-50 +/-50 +/-so +r-5o +/-50 +/So
� 50 +/50 +/-50 +h50 +/-50 +/-50 +/-50
52 +J50 +)-50 +l-50 +j-50 +/-50 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4
54 +150 +/-50 +/-50 +/-50
APPLIES TO A, B, C OR DANCHORS APPLIES TO EOR F ANCHORS
56 +ISO +(-50 +J-5O (SEE TABLE 2) (SEE TABLE
MAX. O.C. SPACING IF ANCHORING
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS3&4
THROUGH THE INTEGRAL FIN PER SHEET4
APPLIEST08,CORDANCHORS
APPLIES TOFANCHORS
(SEE TABLE 2)
(SEE TABLE 3)
15.5"
4"
3)
58
+/50 +/-SO
15"
3.5" FOR E ANCHORS, 4" FOR F ANCHORS
60.926
+/50
MAX. O.C. SPACING IF ANCHORING
MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS3&4
THROUGH THE INTEGRAL FIN PER SHEET4
APPLIEST08,CORDANCHORS
APPLIES TOFANCHORS
(SEE TABLE 2)
(SEE TABLE 3)
15.5"
4"
TABLE S:
TABLE 9'
Window Design Pressure, (+1-psf)
Use this table
for Glass
Types:
13
12
3/16" A Cap - Airspace - 7/16" A/A with PVB
Window
Window
Long Side (in)
Long Side (in)
Dimensions
Dimensions
69.649
71
73
75
78
80
85
86
89
92
96
99
32
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+l-70
+/-70
+/-70
+/-70
+/-70
+/-70
34
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
36
+/-70
+/-70
+1-70
+/-70
+1-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
+1-70
38
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
40
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
42
+I-70
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+l-70
+/-70
+/-69.5
+/-66.7
44
+f-70
+/-70
+l-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-69.9
+/-66.4
+1-63.7
46
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-69.9
+/-67.4
+/-63.9
+/-61.7
48
+/-70
+/-70
+1-70
+1-70
+/-70
+f-70
+/-70
+/-70
+1-67.8
+/-65.3
+/-61.9
+1-59.7
R
50
+/-70
+l-70
+/-70
+/-70
+1-70
+f-70
+/-69.5
+/-68.5
+/-65.9
+/-63.4
+/-59.9
in
0
52
+l-70
+/-70
+1-70
+1-70
+1-70
+/-70
+/-67.8
+l-66.9
+/-64.2
+/-61.6
N
54
+/-70
+/-70
+/-70
+/-70
+1-70
+1-70
+/-66.2
+l-65.3
+/-62.5
56
+/-70
+/-70
+/-70
+/-70
+/-70
+/-69.2
+/-64.7
+l-63.8
57
+I-70
+1-70
+1-70
+/-70
+/-69.8
+/-68.1
+1-64
60
+/-70
+1-70
+/-70
+/-69.7
+1-67
+/-65.3
62
62
+/-70 +/-70 +l-69.9 +/-67.9 +/-65.2
MAX. O.C. SPACI NG IF ANCHORI NG MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER
SHEET 4
64
+1-70 +1-70 +1-68.3 +/-66.3
APPLIESTO B, C ORD ANCHORS APPLIES TO F ANCHORS
(SEE TABLE 2) (SEE TABLE 3)
68
66
+/-69.9 +/$8.9 +/-66.7
F68+1-68.4
+/-67.4
4"
6 9.649
+/-67.1
TABLE 9'
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�~ LONG SIDE
SHORT
SIDE
SHORT
SIDE
-- LONG SIDE --�
T- j
SSIDEHORT�LONG � SIDE
SHORT
SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
:-RODUCT P.EVlSED
as complying wit o'c Fly
BuiMmgCode
Acceptance NoiE0->bi�+ �•t .
EKairaimm Dace ! om
BY
a
N
m
M
L
LL) r (p -77d-
>
W rn
0LO O
It 0 N l'-aI°Q O N
K
O co It J O Tg
z LL tLO LLL � umwp
r r
U U X D) o
ULI FzmQ V � °N
o> Oy �Ma
O v U
�z o z a w
LL
O J
z ED Q
HOD
m Q u1 aaa4s
Z_
_ U) Z
QW al°as
LL X a o
O LL z N
W >-C7 O
O z W
ala? asap sauaS
A. LYNN MILLER, P.E.
P.E.# 58705
Window Design Pressure, (+/-psf)
Use this table
for Glass
Type
13
3/16" T Cap -Airspace -7/16" A/A with PVB
Window
Long Side (in)
Dimensions
69.649
71
73
75
78
80
85
86
69
92
96
99
32
+/-70
+l-70
+/-70
+l-70
+/-70
+/-70
+/-70
+/-70
+l-70
+/-70
+/-70
+/-70
34
+1-70
+l-70
+/-70
+l-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
36
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
"+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
38
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
+/-70
40
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
42
+1-70
+/-70
+/-70
- +/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
44
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
46
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+1-70
+/-70
+/-70
+l-70
+/-68.6
48
+/-70
+l-70
+1-70
+1-70
+/-70
+/-70
+/-70
+/-70
+/-70+l-70
+/-68.8
+/-66.3
a_
50
+/-70
+/-70
+l-70
+/-70
+/-70
+l-70
+1-70
+/-70
+/-70
+l-70
+/-66.6
N
0
52
+/-70
+l-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-68.5
N
54
+l-70
+/-70
+l-70
+/-70
+/-70
+/-70
+/-70
+/-70
+/-69.5
56
+/-70
+l-70
+l-70
+/-70
+/-70
+/-70
+/-70
+/-70
57
+1-70
+/-70
+1-70
+/-70
+/-70
+l-70
+/-70
60
+/-70
+/-70
+1-70
+/-70
+/-70
+/-70
62
+/-70 +l-70 +l-70 +/-70 +/-70
MAX. O.C. SPACING IFANCHORING MAX.O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET
64
+/-70 +/-70 +/-70 +/-70
APPLIES TO B, C ORD ANCHORS APPLIES TO F ANCHORS
(SEE TABLE 2) (SEE TABLE 3)
66
+/-70 +l-70 +/-70
68
+/-70 +/-70
15.5" 3.9"
69.649
+/-70
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�~ LONG SIDE
SHORT
SIDE
SHORT
SIDE
-- LONG SIDE --�
T- j
SSIDEHORT�LONG � SIDE
SHORT
SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
:-RODUCT P.EVlSED
as complying wit o'c Fly
BuiMmgCode
Acceptance NoiE0->bi�+ �•t .
EKairaimm Dace ! om
BY
a
N
m
M
L
LL) r (p -77d-
>
W rn
0LO O
It 0 N l'-aI°Q O N
K
O co It J O Tg
z LL tLO LLL � umwp
r r
U U X D) o
ULI FzmQ V � °N
o> Oy �Ma
O v U
�z o z a w
LL
O J
z ED Q
HOD
m Q u1 aaa4s
Z_
_ U) Z
QW al°as
LL X a o
O LL z N
W >-C7 O
O z W
ala? asap sauaS
A. LYNN MILLER, P.E.
P.E.# 58705
TARI F in
TARI F 11
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�- LONG SIDE �/
SHORT
SIDE
SHORT
SIDE
T �~ LONG SIDE -►{
T
�
ST LONG
SIDE � SIDE
'GLASS TYPES 14 THROUGH SHORT
17 MAY NOT BE USED WITH SIDE
J -CHANNEL OR INTEGRAL
FIN FRAMES.
Window Design Pressure, (+/- psQ
Window Design Pressure, (+1- psf)
s table
Use t« thiGlass
Type:
14
3/16" A Cap - Airspace - 7/16" A/A with SG
15
Window
Window
Long Side (in)
Long Side (n)
Dimensions
69.649
71
73
75
78
80
85
86
89
92
96
99
99
32
+80/-110
+801-110
+80/-110
+80/-110
+80/410
+80/-110
+80/-110
+80/-110
+801-110
+80/410
+80/410
+80/-110
+801-110
34
+80/410
+80/-110
+801-110
+80/410
+801410
+801-110
+801-110
+80/-110
+80/410
+801-109.4
+80/-108.3
+80/-107.6
+801-107.5
36
+801-110
+801-110
+801-110
+801-110
+801-109.5
+80/-108.6
+80/-106.8
+80%106.5
+80/-105.5
+801-104.7
+80/-103.6
+80/-102.9
+80/-104.8
38
+80/-109.7
+80/-108.9
+801-107.8
+80/-106.8
+801-105.5
+80/-104.6
+80/-102.7
+801-102.4
+80/-101.4
+80/-100.5
+801-99.4
+80/-98.7
+80/-103
40
+801-106.3
+80/-105.5
+80/-104.4
+80/-103.3
+80/-101.9
+80/401
+801-99.1
+801-98.7
+80/-97.7
+80/-96.8
+801-95.7
+80/-95
+80/37.3
42
+80/-103.3
+80%102.5
+80/-101.3
+80/-100.2
+801-98.8
+80/-97.9
+80/-95.8
+801-95.5
+801-94.5
+80/-93.5
+80/-92.4
+80/-90.7
+80/-96.9
44
+801-100.7
+80/-99.8
+80/-98.6
+801-97.5
+80/-96
+80/-95
+801-92.9
+80/-92.6
+80/-91.5
+80/-90.4
+80/-87.1
+80/-84.7
+80/-96.9
46
+80/-98.4
+801-97.5
+80/-96.2
+801-95
+80/-93.4
+80/-92.5
+801-90.3
+80/-89.9
+80/-88.1
+801-85.5
+80/-83.1
+80/-81.6
+80/35.3
48
+80/-96.3
+801-95.4
+801-94.1
+80/-92.9
+80/-91.2
+80/-90.2
+801-88
+80/-87.6
+80/-84.6
+80/-82.6
+80/-80.2
+/-78.6
a_
50
+80/-94.6
+80/-93.6
+801-92.2
+801-90.9
+80/-89.2
+80/-88.2
+80/-85.4
+801-84.5
+80/-82.4
+801-80.2
+/-77.6
v
rn
0
52
+80/-93
+80/-92
+80/-90.5
+801-89.2
+80/-87.4
+80/-86.4
+80/-83.3
+80/-82.5
+80/-80.2
+/-78
y
54
+80/-91.7
+80/-90.6
+80/-89.1
+80/-87.7
+80/-85.8
+80/-84.7
+80/-81.3
+801-80.4
+/-76.1
+/-70.4
56
+801-90.5
+80/-89.4
+80/-87.8
+80/-86.4
+801-84.4
+801-83.2
+/-79.3
+/-78.5
+/-72.3
+/-70.6
57
+80/-90
+80/-88.8
+80/-87.2
+80/-85.8
+801-83.4
+80/-82
+/-78.4
+/-76.6
+/-73.5
+/-71.2
60
+80/-87.2
+80/-86
+80/-84
+801-82.5
+801-80.1
+1-78.6
+1-77.6
+/-75
+/-74.2
+/-71
MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IFANCHORING
THROUGH THE FRAME PER SHEETS 3 &4 THROUGH THE INTEGRAL FIN PER SHEET4
62
+80/-84.6 +80!$3.8 +80/$2.1 +80/-80.4 +/-78
64
+801-82.9 +80/-82 +801-80.1 +/-78.4
APPLIES TO B, C OR
(SEE TABBLELE 22))HORS
NOT APPLICABLE
13.2"
+/-80
66
+80/-81.1 +80/-80.1 +/-78.3
68
+/-79.3 +/-78.4
69.649
+/-77.7
TARI F 11
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�- LONG SIDE �/
SHORT
SIDE
SHORT
SIDE
T �~ LONG SIDE -►{
T
�
ST LONG
SIDE � SIDE
'GLASS TYPES 14 THROUGH SHORT
17 MAY NOT BE USED WITH SIDE
J -CHANNEL OR INTEGRAL
FIN FRAMES.
ALLOWABLE MAX. O.C. SPACING IF
ANCHORGROUPS ANCHORING THROUGH
PER SHEET THE FRAME PER SHEET
B,CORD 13.2'
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
;'r ODUCT REVISED
. cOn, lYivg wiLh stye FlMde
_ ;n idJig Cade
iNot - Cp, nve j
Dale
a
N
M
,
Y Q
LU
> W r nab
� rn �
O O
0 N ~ alo4 O N
O m m
M O T8 0
O LL � LL � UMDIQ G
U U x LO o
W Z O0 n °N
~ LLl CO O r'. � JMO
o Y
Orn _j0
�z az 0) ¢ w
LL
z ED O
J
H
m O LLl Iaa4S
_Z
to
_ chi) z
Q W lY a10's
l x n- O
O LL Z N
~ O �
Z w
al)!1 'asaQ saua5
A. LYNN MILLER, P.E.
P.E.# 58705
Window Design Pressure, (+1- psf)
Use this table
for Glass
Type:
15
3116" T Cap - Airspace - 7116" A/A with SG
Window
Long Side (n)
Dimensions
77.76
79
81
83
86
87
91
94
96
99
104
107
111
36
+80/-110
+80/-110
+801-110
+801-110
+80/-110
+801-110
+801-110
+80/-110
+801-110
+801-110
+801-110
+801-110
+801-110
40
+80/-110
+801-110
+801.110
+801-110
+801-110
+801-109.9
+801-108.5
+801-107.5
+80/-106.9
+80/-106.1
+801-104.8
+801-104.1
+80t-103.3
42
+801-110
+801-109.8
+80/-108.8
+80/-107.9
+80/-106.7
+80/-106.3
+80/-104.8
+801-103.8
+80/-1032
+80/-100.8
+801-97.7
+80/-96.4
+80/34.8
44
+80/-107.3
+801-106.7
+80/-105.7
+80/-104.7
+801-103.4
+80/-103
+80/-101.4
+80/-98.6
+80/36.7
+80/-94.1
+80/-91.4
+80/-90.3
+80/-89.2
48
+801-102
+801-101.3
+80/-100.3
+80/-99.2
+80/37.3
+801-96.2
+801-92.5
+801-90.4
+80/-89.2
+801-87.3
+801-84.4
+80/-82.7
+801.80.5
50
+80/-99.8
+80139.1
+801-98
+80/-96.9
+80133.9
+80/-93.1
+801-89.9
+80/-87.7
+80/86.2
+80/-84.3
+801-81.1
+/-79.3
+/-77
51
+80/-98.8
+80/-98
+80/-96.9
+801-95.8
+80132.8
+80/-92
+801-88.7
+801-86.4
+80/-85
+80/-828
+/-79.6
+/-77.7
+/-75.3
64
+80/-96.1
+80/35.3
+801-94
+801-92.1
+80189.4
+801-88.5
+801-85.1
+80/-82.7
+80/-81.1
+/-78.9
+/-75.3
+/-73.2
+/-70.6
56
+80/34
+80133.2
+80/-91.6
+801-90.1
+80/$7.2
+80/-86.3
+BO/ -82.8
+80/-80.2
+/-78.6
+/-76.3
+/-72.5
+/-70.5
v
58
+801-91.4
+80/30.6
+801-89
+801-87.5
+80/85.1
+80/-84.2
+801-80.6
+/-78
+/-76.3
+/-73.8
+/-70.2
in
n
61
+80/-87.8
+801-87
+801-85.3
+801-83.6
+80/$1.2
+80/-80.5
+/-77.3
+/-74.6
+/-72.8
+/-70.4
0
co
63
+80/-85.5
+801.84.6
+80/-82.8
+801-81.1
+/-78.8
+/-78
+/-74.8
+/-72.3
+/-70.6
64
+80/-84.4
+801.83.5
+80/-81.7
+/-80
+/-77.5
+/-76.6
+/-73.5
+/-71.2
66
+80/-82.2
+801.81.2
+/-79.4
+1-77.6
+/-75
+/-74.2
+/-71
68
+/-80
+/-79.1
+/-77.2
+/-75.4
+/-72.7
+/-71.9
MAX. O. C. SPACI NG IF ANCHORI NG MAX. O.C. SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3 &4 THROUGH THE INTEGRAL FIN PER SHEET
70
+/-78 +1-77.1 +/-75 +/-73.2 +/-70.5
72
+/-76 +/-75 +/-73 +/-71.1
APPLI ES TO 8, C ORD ANCHORS
(SEE TABLE 2) NOTAPPLICABLE
Y3,2"
74
+1-74.1 +/-73 +/-71
76
+/-72.2 +1-71.1
77.76
+/-70.5
ALLOWABLE MAX. O.C. SPACING IF
ANCHORGROUPS ANCHORING THROUGH
PER SHEET THE FRAME PER SHEET
B,CORD 13.2'
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
;'r ODUCT REVISED
. cOn, lYivg wiLh stye FlMde
_ ;n idJig Cade
iNot - Cp, nve j
Dale
a
N
M
,
Y Q
LU
> W r nab
� rn �
O O
0 N ~ alo4 O N
O m m
M O T8 0
O LL � LL � UMDIQ G
U U x LO o
W Z O0 n °N
~ LLl CO O r'. � JMO
o Y
Orn _j0
�z az 0) ¢ w
LL
z ED O
J
H
m O LLl Iaa4S
_Z
to
_ chi) z
Q W lY a10's
l x n- O
O LL Z N
~ O �
Z w
al)!1 'asaQ saua5
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 12:
TABLE 13:
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
Window Design Pressure, (+/-psi)
HORIZONTALLY AS SHOWN.
Window Design Pressure, (+/-psf)
Use this table
for Glass
Type:
16
1/8" T Cap -Airspace - 7/16" WH with SG
WindowLong
(� LONG SIDE —►
�/
3/16" T Cap -Airspace - 7/16" H/H with SG
Window
cn
O
Side (in)
7", —00
SIDE
Dimensions
y — SHORT
60.926
64
66
68
70
74
77
80
84
87
92 97
99
81
32
+80/-110
+801-110
+80/-110
+801-110
+80/410
+80/-110
+801-110
+801-110
+801-110
+801-110
+801-110 +80/-110
+801-110
136
34
+80/-110
+801-110
+80/-110
+801-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+801-110
+801-110 +80/-110
+801-110
+80/-110
36
+801-110
+80/-110
+801-110
+80/-110
+801-110
+80/-110
+80/-110
+801-110
+801-110
+801-110
+801-110 +80/410
+801-110
+80/-110
38
+80/-110
+801-110
+801-110
+801-110
+801-110
+801-110
+80/-110
+801-110
+80/-110
+801-110
+80/-110 +80/410
+801-110
40
+801-110
+801-110
+801-110
+801-110
+80/-110
+80/-110
+80/-110
+801-110
+801-110
+801-110
+80/-110
+80/-110
c
42
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+801-110
+801-110
+801-110
+80/-110
.�
44
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+801-110
40cl Isauds
48
rn
46
+80/-110
+80l-110
+801-110
+801-110
+801-110
+801-110
+80/-110
+801-110
+801-110
+801-110
+801-110
+80/-110
L
48
+80/-110
+80/-110
+80/-110
+80/410
+80/-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+801-110
+80/-110
to
50
+80/-110
+801-110
+80/-110
+80/410
+80/-110
+801-110
52
+801-110 +801-110 +801-110 +80/-110 +801-110
MAX. O.C. SPACI NG IF ANCHORI NG MAX. O.C. SPACI NG IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET
+801-110
54
+80/-110 +80/-110 +80/-110 +80/-110
APPLI ES TO B, C OR D ANCHORS
(SEE TABLE 2) NOTAPPLICABLE
31.8"
+80/-110
56
+80/-110 +80/-110 +801-110
58
+80/-110 +801-110
60.926
+801-110
+801-110
TABLE 13:
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
Window Design Pressure, (+/-psf)
LONG
p
SIDE
(� LONG SIDE —►
�/
3/16" T Cap -Airspace - 7/16" H/H with SG
Window
cn
O
SHORT
7", —00
SIDE
( _
y — SHORT
J —I
SIDE
I�
�— LONG SIDE ►)
SHORT
SIDE
'GLASS TYPES 14 THROUGH
17 MAY NOT BE USED WITH
J -CHANNEL OR INTEGRAL
FIN FRAMES.
SONG
IDE
— SHORT
—I SIDE
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
PRGhDUC T TE ViSED
Cvrnplpng Wkh dx R
Buildms Cde
Axeptunce nam t-Odm�L.rt
ExokMrivn D�ate.
By
n
LU
, as
Window Design Pressure, (+/-psf)
p
rn
0)
Usethstable
for Glass
Type:
17
3/16" T Cap -Airspace - 7/16" H/H with SG
Window
cn
O
cp
N
7", —00
O M v
J M
I?
8
VMDJQ
Long Side (in)
0
U) LLL
O
�
cQ
C
=W
Dimensions
I 77,76
79
81
83
86
87
91
94
96
99
104
107
111
118
120
125
136
144
36
+801-110
+801-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+801-110
+801-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
h
40
+801-110
+801-110
+801-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
42
+801-110
+80/-110
+601-110
+801-110
+801-110
+801-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
LL
44
+80/-110
+80/-110
+80/-110
+801-110
+801-110
+80/-110
+80/-110
+80/-110
+80%110
+801-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
40cl Isauds
48
+801-110
+801-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+80/-110
+80%110
+801-110
+801-110
+801-110
+801-110
+80/-110
+801-110
+801-110
50
+80/-110
+80/-110
+80/-110
+80/-110
+801-110
+80/-110
+801-110
+80/-110
+80/-110
+80/-110
+801-110
+801-110
+80/-110
+801-110
+801-110
51
+80/-110
+801-110
+801-110
+801-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+801-110
+801-110
+801-110
+80/-110
+801-110
54
+801-110
+80/-110
+801-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+801-110
+80/-110
+801-110
c
56
+80/-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+80/-110
+801-110
+801-110
+801-110
58
+801-110
+80/-110
+80/-110
+801-110
+801-110
+80/-110
+801-110
+80/-110
+80/-110
+801-110
+80/-110
N
c
61
+801-110
+80/-110
+60/-710
+801-110
+801-110
+80/-110
+801-110
+801-110
+80/-110
+80/410
N
63
+801-110
+80/-110
+80/-110
+80/-110
+801-110
+801-110
+80/-110
+80/-110
+801-110
64
+801-110
+80/-110
+80/-110
+801-110
+80/-110
+801-110
+801-110
+801-110
66
+801-110
+801-110
+80/-110
+80/-110
+801-110
+801-110
+801-110
68
70
72
74
76
77.76
+80/-110
+801-110
+80/-110
+801-110
+80/-110
+80/-110
+801-110 +80/-110 +801-110 +80(-110 +801-110
+801-110 +801-110 +801-110 +80(-110
+801-110 +801-110 +80/-110
+80/-110 +801-110
+801-110
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
PRGhDUC T TE ViSED
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Axeptunce nam t-Odm�L.rt
ExokMrivn D�ate.
By
n
LU
, as
p
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0)
0
to
U` N
cn
O
cp
N
7", —00
O M v
J M
I?
8
VMDJQ
J
Z LL
0
U) LLL
O
�
cQ
C
=W
U U
X
o
ON
DMO
Lu Z O 2
In O
U
02$
O �
O O
�z
az
L
rn
O
Lu
J
LL
O
Z
M
a
h
m
O
W
1aa45
Z_
U)
x
z
a1DaS
W
W
o
X
LL
o
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LL
Z
(D
N
Lo
O
Z
j
L
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o
al;l
40cl Isauds
FRAME
ASSEMBLY DETAILS
�{ 1.376"
55"
.060"'
OANCHOR COVER
.864" ,301"
BEAD
�{ .864" ,175"
OBEADJ
MITERED
CORNERS WITH
INTERIOR AND
EXTERIOR
WELDS
EXTERIOR
Cl:�>
STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
EXT. GLASS
Part #
Description
Material
80
Kommeding 4SG TPS Spacer System
See this
Sheet for
81 Quanex Super Spacer nXi with Hot Melt Butyl
82
Quanex Duraseal Spacer
Materials
83
Cardinal )L Edge Spacer
3
KLFLKLNUE I Lb I KtYUKI J: F I L -Of It, aaoa a oaIU
3.500"
.062"
HIE'rx>II
OJ -CHANNEL FRAME
.625"
1.483"
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
a DESICCANT
EXT.GLASS
INT. GLASS
KODISPACE
TPG
NOTES:
1) SOME PARTS NOT SHOWN FOR
CLARITY.
2) J -CHANNEL FRAME SHOWN, PART
#1. OTHER FRAME TYPES APPLY.
3) ITEMS # 8-73, 75-77 & 79 ARE NOT
USED AND ARE NOT PART OF THIS
APPROVAL.
4) ROYAL PVC TO BE LABELED FOR
AAMA EXTRUDER CODE.
-MELT BUTYL
6" NOM.
BUTYL &
DESICCANT
FOAM
INT.GLASS
SUPER
8, SPACER®NXTTM
TARI F 14
EXT.GLASS—\
3.500"
+� .062"
1.483"
1.375" O INTEGRAL FIN FRAME
ALUMINUM
REINFORCEMENT POLYISO-
BUTYLENE
5/16" NOM. SEAL
O82 DURASEAL®
c;PArFR
GLASS
ROLL -FORMED
STAINLESS STEEL
EXT.GLASS
#
Part
Description
Material
1
620117
J -channel Frame
PVC
2
620118
Flange Frame
PVC
3
620119
Integral Fin Frame
PVC
4
620120
Equal Leg/Box Frame
PVC
5
620133
Anchor Coeer
PVC
6
720136
7/8" Glazing Bead
PVC
7
720135
1" Glazing Bead
PVC
F-7-4-T—Backbedding,
GE 7700 or Dow 791
Silicone
78
71646N
Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro.
EPDM
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
VINYL FIXED WINDOW NOA (LM&SM)
3.500"
�� .062"
OEQUAL LEG/BOX FRAME
DESICCANT FILL AREA
5/16" NOM.
SILICONE SEAL
XL EDGETM
83 CPAf:FR
9/9/14
IvIBOM &ASSEMBLY J ROSOWSKI I
I d JR - 05/05/16 - ADDED SPACERS I
PW -5520 Id NTS I=I 11 OF 11 1— 61 MD -5520.0 I'=I A
INT. GLASS
1.483"
PRODUCT REVISED
W eamplvulg with the Fkrids
BLOdin@Code �y
A�ptaam No «"aq.112
Cj piratim rare 0
n, d
N4i i3aeiz Prti^�ca5i 0
ENNN��I /
* : No. 58705
ST QX44-
i CAIS •'• R,40RIDP,.•'G\���
''7S'ONAL �N``\��
A. LYNN MILLER, P.E.
P.E.# 58705