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MIAMI-DARE
DEPARTMENT•OF REGULATORY AND ECI
BOARD AND CODE ADMINISTRATION Dili
NOTICE OF ACCEPTANCE i
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the appli,
materials. The documentation submitted ha
Product Control Section to be used in Mialr
Having Jurisdiction (AHJ).
This NOA shall not be valid after the exl
Control Section (In Miami —Dade County) an
the right to have this product or material to
fails to perform in the accepted manner, the i
may immediately revoke, modify, or suspen
RER reserves the right to revoke this accepta
Section that this product or material fails to n
This product is approved as described herei
Code, including the High Velocity Hurricane
SCANNED
BY
St Lucie County
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
RESOURCES (RER) 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidide.gov/economv
tble rules and regulations governing the use of construction
been reviewed and accepted by Miami -Dade County RER -
Dade County and other areas where allowed by the Authority
ation date stated below. The Miami —Dade County Product
or the AHJ (in areas other than Miami —Dade County) reserve
;d for quality assurance purposes. If this product or material
inufacturer will incur the expense of such testing and the AHJ
the use of such product or material within their jurisdiction.
.e, if it is determined by Miami —Dade County Product Control
-t the requirements of the applicable building code.
and has been designed to comply with the Florida Building
APPROVAL DOCUMENT: Drawing Nol MD-AW740LM,•titled "Awning Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08 12, with revision C dated 05/25/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, I I.E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance num er and expiration date by the Miami -Dade County Product
Control Section.
MISSILE IMPACT RATING Large and Small Missile Im act Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Mi i i-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considers
no change in the applicable building code ne€
TERMINATION of this NOA will occur ai
in the materials, use, and/or manufacture of 1
of any product, for sales, advertising or any
to comply with any section of this NOA shall
ADVERTISEMENT: The NOA number
followed by the expiration date may be disl
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NO
distributors and shall be available for inspecti
This NOA revises and renews NOA# 16-071
E-2, as well as approval document mentioned
The submitted documentation was reviewed t
MIAMMADE COUNTY
�f ►6�
d after a renewal application has been filed and there has been
atively affecting the performance of this product.
ter the expiration date or if there has been a revision or change
he product or process. Misuse of this NOA as an endorsement
>ther purposes shall automatically terminate this NOA. Failure
be cause for termination and removal of NOA.
preceded by the words Miami -Dade County, Florida, and
layed in advertising literature. If any portion of the NOA is
shall be provided to the user by the'• manufacturer or its
at the job site at the request of the Building Official.
13 and consists of this page 1 and evidence pages E-1 and
above.
y Manuel Perez, P.E.
NOA No 17-0614.20 ,
Expiration Date: Apri
8 Approval Date: September 05, 2017
Page 1
No COPY
PGT Industries, Inc.
A. DRAWINGS
1. Manufacturer's die drawings
(Submitted under NOA No.
2. Drawing No. MD-AW740L.
1 through 11 of 11, dated 08,
by Anthony Lynn Miller, P.1
B. TESTS
1. Test reports on: 1) Uniform
2) Large M
3) Cyclic R
along with marked -up draw
a PVC fixed window and ai
spacer system, Duraseal® sl
EdgeTM spacer system at in:
Inc., Test Reports No. 1
06/07/16 and 06/02/16 resp(
(Submitted under previous
2. Test reports on: 1) Air Infilt
2) Uniform
3) Water Re
4) Forced E
5) Large Mi
6) Cyclic VG
along with marked -up drawe
aluminum projected (awninj
Inc. ,Test Report No. FTL-7
Brinson, P.E.
(Submitted under NOA No.
C. CALCULATIONS
1. Anchor verification calculate
Edition (2014) and FBC tiro
manufacturer, signed and see
2. Glazing complies with AST:
r
sections.
.1218.07)
titled "Awning Window Details — LM & SM", sheets
112, with revision C dated 05/25/17, signed and sealed
static Air Pressure Test, Loading per FBC, TAS 202-94
sile Impact Test per FBC, TAS 201-94
nd Pressure Loading per FBC, TAS 203-94
igs and installation diagram of a PVC sliding glass door,
aluminum sliding glass door, using: Kodispace 4SG TPS
cer system, Super Spacer® NXTTM spacer system and XL
dated glass, prepared by Fenestration Testing Laboratory,
7L-8717, FTL-8968 and FTL-8970, dated 11/16/15,
stively, all signed and sealed by Idalmis Ortega, P.E.
rOA No.16-0714.23)
ition Test, per FBC, TAS 202-94
,tatic Air Pressure Test, Loading per FBC, TAS 202-94
istance Test, per FBC, TAS 202-94
try Test, per FBC 2411.3.2.1, and TAS 202-94
sile Impact Test per FBC, TAS 201-94
ad Pressure Loading per FBC, TAS 203-94
.gs and installation diagram of a series CA740P
i window, prepared by Fenestration Testing Laboratory,
61, dated 10/03/12, signed and sealed by Marlin D.
8.07)
is and structural analysis, complying with FBC 5tn
dition (2017), dated 06/09/17, prepared by
d by Anthony Lynn Miller, P.E.
E1300-04
Manuel Pere
Product Control Exa in r
NOA No.17-06 .20
Expiration Date: April 11, 2023
Approval Date: September 05, 2017
E-1
PGT Industries, Inc.
D. QUALITY ASSURANCE
1. Miami Dade Department of
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. It
"Trosifol® Ultraclear, Cleg
expiring on 07/08/19.
2. Notice of Acceptance No.14
"Kuraray SentryGlas® (Cl
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conforr
61h Edition (2017), dated A
by Anthony Lynn Miller, P
2. Statement letter of no finan
signed and sealed by Anthc
3. Proposal No.16-0125 issue
signed by Ishaq Chanda, P.*.
(Submitted under previous
G. OTHERS,
1. Notice of Acceptance No.1i
"AW-740" Aluminum Awn'
on 04/11/18.
and Economic Resources (RER).
.117.01 issued to Kuraray America, Inc. for their
and Color PVB Glass Interlayers" dated 01/19/17,
16.11 issued to Kuraray America, Inc. for their
and White) Glass Interlayers" dated 06/25/15,
complying with FBC 5th Edition (2014) and FBC
29, 2017, issued by manufacturer, signed and sealed
al interest, dated June 9, 2017, issued by manufacturer,
y Lynn Miller, P.E.
by the Product Control Section, dated March 09, 2016,
No.16-0714.23)
714.23, issued to PGT Industries, Inc. for their Series
Window - L.M.I. approved on 09/08/16 and expiring
E-2
Wri L g - - Qfh'p-
Manuel Perez, P
Product Control Exa ne
NOA No. 17-06 0
Expiration Date: April 11, 2023
Approval Date: September 05, 2017
DESIGN PRESSURE RATING
IMPACT RATINQ
VARIES,
RATED FOR LARGE &SMALL
SEE SHEETS 69
MISSILE IMPACT RESISTANCE
GENERAL NOTES: SERIES 740
IMPACT -RESISTANT AWNING WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
60• WIDTH
HURRICANE ZONE (HVHZ). FOR INSULATED GLASS
Sr VISIBLE LIGHT WIDTH (DLO)
INSTALLATIONS ABOVE 30• IN THE HVHZ, THE OUTBOARD
NO ANCHOR PAIR
'
LITE (CAP) MUST TEMPERED.
REQ'D IF WINDOW IS
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN 27-71W
WIDE OR LESS B SEE
12 MAX FOR UNITS
OVER 39' TALL
WIND-BORNE DEBRIS REGIONS.
(HEAD &SILL) I SHEET2
OTHERWISE V MAX
31 FOR MASONRY APPLICATIONS IN MIAMI-DARE 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 ANCHORTYPE,
SEE TABLE 3, SHEET 4.
4) ALL WOOD BUCKS LESS THAN 1.12'THICK ARE TO BE
CONSIDERED I INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12•
THICK OR GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS
19' MAX
TO THE STRUCTURE. WOOD BUCK DESIGN AND
O.C.
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO USE ANCHORS OF
4. MAX
III
oil
SHU'LAMINATED 7116'LAMINATED �1
GLASS STACK I GLASS STACK
.Dw•TRosLFa.®PVB
1WANNEALED BY KURARAY ahVANNEALED
GLA5.4 ANERICA, INC. GLASS
I 1A1'AMEALFD
EXTERIOR GLASS EXTERIOR SB
I
11/16• GLASS BITE I ,
.09D' SG®BV KURARAY
AMERICA. INC.
3M6' ANNEALED GLASS
1111� 6r1E
GLASS TYPE 1
7/3• PAM.
GLASS TYPE 2
GLASS STACK
GLASS STACKED
GL0.SS STACK
1B'ANNEALED
HEIGHT
Glass
A. SEE
7M6•AIRSPACE
.09V TROSIPOL® PVB
SHEET2
118•ANNEAL.EOOR
BY KURARAY
VISIBLE
TEMPERED GLASS
AMERICA, INC.
LIGHT
33
1B•ANNEALLD
HEIGHT
IDCTERIoa
GLASS
7-
(DLO)
�
I
}
37
3
71/16' SITE
-SUFFICIENT-EMBEDMENT-AS SPECIFIED ONTABLE-3
—
Mom'
SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR
I
B
4• MAX.
CORNERS OF THE FRAME. INSTALLATION ANCHORS
23' MAX. O.C.
USE ANCHOR PAIR FOR UNITS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING
OVER 27-7/8° WIDE (HEAD & SILL)
STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
TYp, ELEVATION OF AWNING WINDOW
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOTFLUSH TO THE
SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING
TABLE 1:
APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE GENERAL NOTES ..............- ............. 1
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.._...................................1
ON THEM BY THE WINDOW. GLAZING DETAILS ........................... 1
7) DESIGN PRESSURES: INSTALLATION ................................. 2
ASSEMBLY TUBE DETAILS ............ 3
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS_........_ 4
TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES ..................... 4
ASTM E1300. DESIGN PRESSURES ..............._._.. 5-9
B. POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILSIBOM.............. 10
PRESSURE, STRUCTURAL TEST PRESSURE, FRAME EXTRUSIONS/SPACER.................... 11
Glass Types
sheet #
1
5/16° Lanll (1/8" An - .09(• PVB -1/8' An)
5
2
7/16° Land 3116" An - .090" SG - 3/16' An
6
3
71W Lami. IG (1/8' An - 7/16" A(r- 118' An -.090° PVB -1/8' An
7
4
71W Lanni. tG (1/8' T- 7/16" Air -1/8' An - .OBO° PVB -1/8° An
8
5
7/8' Lami. IG (3/16' An -1/4" Air- 3(16° An - .090° SG - 3/i An)
9
6
718' Lama. IG (3116' T -1/4' Air- 3116' An - .090' SG - 3/16' An)
9
ANALYSIS AND GLASS PER ASTM E1300. 'PVB'=TROSIFOL PVB BY KURARAY AMERICA, INC.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS 'SG-- SENTRYGLAS® BY KURARAY AMERICA, INC.
DESIGN, ASO.
;1\Iltlurul,-
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
CODES / STANDARDS USED:
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
-2017 FLORIDA BUILDING CODE (FBC), 8TH EDITION
THE REQUIRED URE
-2014 FLORIDA BUILDING CODE (FBC), STH EDITION
HDESIGNNOT BEEN D IN HE DE3-113%
STRESS
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
.ASTM E1300-04
OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
WAS USED FOR THE EVALUATION OF ANCHORS INTO
-ALUMINUM DESIGN MANUAL, ADM-2015
WOOD. ANCHORS THAT COME INTO CONTACT WITH
.ALSI S100.12
OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
-AISC 360.10
CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580,
3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NO/A
ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM
ALUMINUM DESIGN MANUAL
GLASS TYPES 3 & 4
7W LAM.
GLASS STACK
STACKED
GLASS STACK
GLASS
1/4•AIRSPACE
3MVANNFALEDGU
311W ANNEALED
.090•SGO BY K
OR TEMPERED GLASS
AMERICA. INC.
EALED GIJ
EXTEROR37SBITE
w
3100-103
GLASS TYPES 5 & 6
JR
NO.58705 ••� % Revised
Cl �117 IX z
O5J25M 7�UPDATTD ANCHORAGE ANCHORAGE
PER FBC 2017.
'I. Revision
NOTES & ELEVATION
PRODUC f RBVLSED
m mInplyin& WM the I•'lad"
A� �1i-0'611f.2D �
By
J ROSOWSKI
�O..... •"G\ `� N. VENICE. FL 34275 ii0e: date:
S/OPAL EN�\�` (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12
rrrlr111111\\� COPYRIC 00117 -
POT INDUS7RIE3.WG Series/Model Scale: Sneet: Droving No. Rev:
A LYNN MBIFJ; P.E �� 'LLL R'GMISSERV®,... AW-740 NTS 1 OF 11 MD-AW740LM C
INSTALLATION
OPTION 1 EDGE _
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET
FOR SNUBBER
REQUIREMENTS, SEE
TABLE 4, SHEET 4.
JAMB
HARDWARE
WINDOW
HEIGHT
BUCK
HEIGHT
VISIBLE
— —LIGHT
HEIGHT
(DLO)
EXTERIOR
a
TYP. ANCHORTYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 4.
22
ATTACHED TO
FRAME&
ATTACHED TO
FRAMEJAMB
ATTACHEDI
TO VENT L
JAMB
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
IX SUCKSTRIP INTO MASONRY.
EDGE DISTANCE
CONCRETE/CMU
PER ANCHOR
E
EMBEDMENT
REQUIREMENT
TYP. ANCHOR
. .
TYPE, EMBEDMENT
AND EDGE
-
DISTANCE PER
a
OSUBSTRATE, SEE
..
TABLE 3, SHEET 4.
• -
INSTALLATION
OPTION 2
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY.
1/4' MAX
SHIM
•7 U
EDGE
DISTANCE
ATTACHEDTO
FRAMEJAMB EMBEDMENT
1 3
70 5
ATTACHEDTO OPTIONAL ADDON
VENT JAMB FLANGE ® HEAD,
SILL & JAMBS
SEE DETAIL
Al. BELOW
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS -LISTED .ON -TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
ATTACHEDTO
OPTION SHOWN MAY BE USED ON ANY
FRAMEJAMB
SIDE OF THE WINDOW.
ATTACHED
2) ALL WOOD BUCKS LESS THAN 1-IQ'
TO FRAME
THICK ARE TO BE CONSIDERED 1X
JAMB
INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-Ire THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.
•
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
(
-(1-6-) 1
OR ARCHITECT OF RECORD..MAXIMUM
SHIM THICKNESS TO BE I/4'.
v
lX WOOD
,9
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4' MAX SHIM
•.
'BETE
EMBEDMENT
VCHOR ..
IIREMENi . ....... • .
EDGE DISTANCE
VERTICAL SECTION B-B
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL
BUCK WIDTH
STEEL
B 32 33 uu 18 12 83
SELF-DRILUNG
SMS, SEE TABLE
3, SHEET 4.
/I 1 O O 1 I 87 EDGE
ATTACHEDTO I I ATTACHED TO DISTANCE
VENT SILL ATTACHED TO VENT SILL. +
3537 FRAME SILL 81 —L
38 39 DARE APPROVED
22 MULLION, ALUMINUM,
VISIBLE LIGHT WIDTH (DLO) 8 STEEL FRAMING OR
STEEL STUD.
WINDOW WIDTH EXTERIOR
HORIZONTAL SECTION A -A v
L—e— SEE DETAIL A2, BELOW
- . )- 7
1 diF
\N. '
`1\ �Q�Y LYNN�i ��'%
' L10ENSF'ZKe
�* No. 59705
�OT�ss,FO.�,
1070 TECHNOLOGY DRIVE
N.(9 480- 62075
i,,
1)
ALYfJ� TILLER, P.E.
P(ir WDUSTMM W—
hLLRKiFMFX5ERVM
NOTES:
1) WHEN INSTALLING
COMBINATION .UNITS,
ADDITIONAL INSTALLATION
ANCHORS MAY NEED TO BE.
INSTALLED THROUGH THE
WINDOW FRAMES AT 10' MAX.
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE
SEE TABLE BELOW:
Aduiticrnl Anchors Requited on each
Side oflhe Frame Assembly Ttho A
f.
LL
WhMmv
Widlh
Anchor
A
B, C AD
F
LL
Wmdow
He1gN
Anchor
pe
A
B, C & D
1r •25.9'
,
0
2u +
,
1
VISIBLE LIGHT FORMULAS
WIDTH: WINDOW WIDTH - 7
DETAIL PRODI3CT REVISED
Az as complying with the Florida
Buildiog Code .,DrPY -4Z
Acceptance F30
Fxp."aim Dee
vised By. Date: Rer;sion
JR 05/25/17 NOCHANGESTHIS SHEET. M Da
vised By. Date: Revision
GENERAL NOTES & ELEVATION J ROSOWSKI
rue: Dole:
AWNING WINDOW DETAILS - LM & SM 08/08/12
SeRes/ModeC Scale: I Shelf: Droei3l No. Rev:
AW-740 NTS 2 OF 11 MD-AW74OLM C
AWNING (X)
T
WINDOW
r-
HEIGHT
WINDOW
WIDTH
I_
I�
740 SERIES
AWNING EXTERIOR
WINDOW
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET4.
3) FROM SHEETS 5-9, FIND THE '
SHEET FOR YOUR GLASS TYPE.
FIND THE PRODUCT'S DESIGN
PRESSURE FROM THE TABLE
LABELED `DESIGN PRESSURE
(PSF) FOR SINGLE WINDOWS, ALL
ANCHOR GROUPS'.
4) DIMENSIONS SHOWN ARE
WINDOW. FOR SIZES NOT SHOWN,
ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES,
5) USING THE TABLE LABELED
SNINDOW ANCHORS REQUIRED'
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET 2.
vn 11
AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO)
FIGURE 1: ---1 �-- 1W. SEE NOTE 7, THIS SHEET
740� 740
SERIES FRAME SERIES
AWNING ASSEMBLY AWNING
WINDOW TUBE WINDOW
1
V
FIGURE 2: 740 SERIES
AWNING /
WINDOW
L D/ FRAME
ASSEMBLY
10', SEE NOTE 7,
TUBE FRAME ASSEMBLY TUBE NOTES:
p
THIS SHEET 740 SERIES-- \ 1) DIMENSIONS SHOWN ARE WINDOW
—CASEMENT __ DIMENSIONS FOR EACH INDIVIDUAL
/ WINDOW. FOR SIZES NOT SHOWN,
11WNOOW ROUND UP TO THE NEXT AVAILABLE
WIDTH OR HEIGHT DIMENSION SHOWN
E ON THE TABLES.
FRAME 2) ANY 740-SERIES PRODUCT
—ASSEMBLY, (CASEMENT, AWNING OR FIXED
E TUBE CASEMENT) MAY BE ATTACHED TO THE
/ FRAME ASSEMBLY TUBE. FOR ALL
\ 740 SERIES WINDOWS, USE THE WINDOWS NOA
FDO=D WINDOW'`_ PFOR ANCHORAGE. SIZE RESSURE D DESIGN
RE LIMITATIONS.
3) ALL WINDOWS IN THE COMBINATION
'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDMOUALLY
INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF
THEIR RESPECTIVE NOA
4) FRAME ASSEMBLY TUBE TO BE
MIN. # 12 X 1' SMS THROUGH
INSTALLATION HOLES
MIN, #12X
1' SINS
THROUGH
INSTALLATION
HOLES
FRAME
740 SERIES
ASSEMBLY
AWNING
TUBE
WINDOW
HORIZONTAL SECTION C-C
EXTERIOR
a
740 SERIES
AWNING
740 SERIES
CASEMENT
DETAILS. WITH MIN. #12X 1- SHEET
WINDOW
WINDOW
METAL SCREWS. USE THE SAME
SPACING
AND QUANTTTY AS THE
OPPOSITE FRAME MEMBER.
FRAME
SE
5) THE FRAME ASSEMBLY TUBE MAY
—ASSEMBLYLza
TUBEMBLY
NOT EXCEED 62* IN LENGTH (AS USED
TUBE p
IN A 63• FLANGED WINDOW) OR BE
MIN.#12X
USED IN TEE OR CROSS
1•SMS
CONFIGURATIONS.
740 SERIES
THROUGH
CASEMENT
INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT
WINDOW
HOLES
REQUIRED TO BE CLIPPED TOTHE
SUBSTRATE. ALL EXTERIOR JOINTS TO
BE SEALED BY INSTALLER.
740 SERIES
7) FOR ALL COMBINATION UNITS.
EXTERIOR
FIXED
ADDITIONAL INSTALLATION ANCHORS
CASEMENT
MAY NEED TO BE INSTALLED
WINDOW THROUGH
THE WINDOW FRAMES AT
10' MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE CENTERLINE
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW.
1) DETERMINE EACH INOMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 82. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4.
2) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE. Side ofthe Ftetm Aew Tube (FAT)
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSI) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE' OR DESIGN
PRESSURE (PSF) FOR WWDOWS ATTACHED TO AHORIZONTAL FRAMEASSEMBLYTUBE ; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR
SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF
YOUR WINDOW.
5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE
SHEET 2� AND THAT MIN. # 12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
AdfiiaW Anchors Rpulnd on aacA
F.. Wllndow Aml.
LL WINf A S. 1T idth 1264 1
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39
Head/Sill
2
2
2
2
4
2
1 2
2
4
Z
5, ber Locations
Jamb
7
4
4
4
7
5
4
4
8
50-5/8"
Head/Sill
2
2
2
2
4
2
2t41
2
Type:
60"
Jamb
8
5
5
4
9
6
5
6'ss
Head/Sill
2
2
2
2
4
2
2
2 SG (Types 2, 5& 6)
6W
Jamb
9
6
5
4
10
6
5
7I
20" max. from each end
Head/Sill
2
2
2
2
4
2
2
21
& 20" max O.C.
S�
67"
, Jamb
10
6
5
4
10
7
6
7
NS:
72" Head/Sill 2 2 2 2 4 1 2 2 2 4
76„ Jamb 11 7 6 5 12-1 8 7 5 13 8 ;/x'; O
Head/Sill 2 2 2 2 ft
2 2 4 2%84„Jamb 12 8 7 5 7 5 14 9Head/Sill 2 2 2 2 2 2 4 2, ;' X"
USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS O St'
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
TABLE 3: I • X\ O
Min. Min. Min. '
Group Anchor Substrate Edge O.C. Em 1,d
Distance Distance X`f X;
S. Pine 5/8" 1 1; ;
#12, steal SMS (GS) 6063-75 Alum. 318" 5/8" .063° t
A36 Steel 318" 5/8" .050,
A A653 Stud, Gr. 33 3/8' 5/8" 045" 20
S. Pine 5/8" 1"�O O
#14, steel SMS (G5) 6063-75 Alum. 318" 518" .0631 O
or #14, 410 SS SMS A36 Steel 3/8" 618" .0501
A653 Stud Gr. 33 31W 5/8" .045"J
2.85k Concrete 2-1/2" 4" 1 13/81
B 1/4" steel Ultracon Hollow Block 1" 6" 1;1/4
Hollow Block 2-1/2" 5" 1?1/4'
1/4" steel Ultracon Hollow Block 1" 6" 1-1141
C 114" 410 SS 3.35k Concrete 1" 5' 1-3/4,
CreteFlex Hollow Block 2.112" 5" 1;1/4"'
S. Pine 5/8" 1" 13/81
#12, steel SMS (G5) 6063-76 Alum. 3/8' 6/8" .07`1
or#12, 410 SS SMS A36 Steel ^^ 3/8s 5/8" _ _ 050, 4"
��j/'
#14, steel SMS (GS)
or#14, 410 SS SMS
6063-75 Alum.
3/8"
6/8"
.0713
050"
045", 181
1-3/41
1 WI
1-1/41
1=3/4
13/41
1"
10.6"
A36 Steel
31W
5/8"
A653 Stud, Gr. 33
318"
5/8"
1l steel 111tracon.,
2.65k Concrete
1"
4"
2'85k Concrete
2-1/2"
4"
Hollow Block
21/2"
5"
Frr F.illedlBlo`ckR91
!'21i2"JI4
1/4" 410 SS
CreteFlex
3.35k Concrete I
1"
- 6" 1
3.35k Concrete I
2-1/2" 1
6"
6116" steel Ultracon r
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM
THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF1 4„
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL.
2) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND kN. 13" ►{r 13„ ►{
3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. ( 34"
PRODUCT REVISED
as complying with the FEctteda
Building Code
A=ptance No �'1'tkot4 • iJb
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TONAL
A. LYNN MILLER, P.E.
P.E.# 58705
TART F Fr
Design Pressure (psf) for Single Windows, All Anchor Groups
Window Width
under23"
E25i15/116 N
27-7/8"
30-3/4'
32"
34"
3T"
48"
53118"
6("
under 23"
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/- 90
+70/=
+701-90
+70/-90
+701-90
IgoP16`
1 +70/-90
t70 90
+70/-90
+70/-90
+70/-90
+70/-90
+,TU1 9D
+70% 90
+70/-90
+701 90
+70/-90
+70%90
+70/-90
+70/-90
+701-90
+701-90
+701- 90`
+70/-90
+701-81.1
+70/ 71.2
50-5/8'
+70/- 90
+70/-90
+701-90
+701-90
+701-90
+70/-90
+70489.2
+701-77.9
x
Or
+701-90
+70/-90
+70/- 90
+70/-86.5
+701.83.7
+701-79.6
+70174.3
63"
+701-90
+70/-90
+70/-90
+701.82-3
+701-79.4
+701-75.6
+70/- 70.1
67"
+70% 90
+701-90
+701- 83.5
+70/-76.3
+701- 73.4
+/- 69.4
72"
+701-90
+70/$7.2
+70/- 77.4
+/- 69.3
+/- 65.4
76'
+70/-90
+70/- 84.6
+701- 75.2
+1- 65
84
+70/- 90
+701- 80.4
+701- 70.8
FOR GLASS TYPES:
1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN)
"PVB"= TROSIFOIfPVB BY KURARAY AMERICA, INC.
i
WINDOW
HEIGHT
'F
k_-�WINDOW_.�
WIDTH
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
Design Pressure (psfl for Windows Attached to a Vertical Frame Assembly Tube
T
Window Width
IL_IL_.
JI
under 29"
25-151 t6"
27-7/8"
303140
32°
34"
3T
46"
53-11g"
60"
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor
Group
Am hor
Group
A
B
C
D
A
B
C&D
A
B
C&D
A
B,C&D
A
B,C&D
A
S.C&D
A
S,C&D
A
B,C&D
All
AU
under2Y
+70/-90
+701-90
+70/-90
+70/--90
+70/-90
+701-M
+70/-00
+70f-90
+70W
+70r-W
+70/-00
+M/-90
+701-90
+701-90
+701-90
+70/400
+70r-90
+70/-90
+701-90
+701-90
1 +701-00
+70%40
25.15/16"
+70/-00
+70f-90
+70/-00
+700D
+70/-90
+70/-90
+70N90
+70/-W
+701-90
+701-90
+70/-90
+M/-90
+70/A0
+701-90
+70r-90
+70/-00
+70/40
+70/-90
+7a-90
+70/490
+70/-90
+70690
39"
+70/-90
+70/ 75.2
+70/-M.9
+70/-90
+701-83.1
+70r-90
+M/40
+70177.4
+70/-90
+70'-90
1 +70/-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+MI-87.4
+70/-90
+701-00
+701-90
+70/.81.1
+70/ 712
g
+701-723
+/-57.9
+/-61L3
+70/-90
+/-64
+7N -90
+701-90
+/--6
59
+701.90
+70/-90
+70/-81
+M/-90
+7a-77.9
+70/-90
+701-73.3
+701-00
+/-67.3
+7d�2
+154.2
+70V77.9
L636
+/-61
+/-48.9
+1.585
+70i-90
+/-54
+70/-86.6
+MI-90
+/-5D.3
+701-60.6
+70/-90
+1-68.4
+M/-86.5
+155.7
+70f-837
+1-61.8
+70179.6
+/-56.8
+70t74.3+/58.1
1 +1-45.5
+/-55.7
+70/-88.7
+/51.5
+70/.825
+701.90 1
+/-47.9
+70'-76.8
+701-90
1 +/$5.1
+70/-823
+1-626
+70179.4
+/{8.9
+7(Y 75.6
+/54.1
+70! 70.1
TART F 7-
10" MAX. FRAME
ASSEMBLY
TUBE
WINDOW
HEIGHT
ADDITIONAL
I WINDOW ANCHOR
-����111 WIDTH (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube
Window Width
under 23°
25-15/16"
27 7/8"
303/4"
32•
34"
37"
46"
53-1/6"
60,
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
All
All
All
All
Ali
A
I B
C& D
A
I B
C& D
A
B
C
D
A
B
C
D
A
B
C
I D
under 23"
+70/-90
+70190
+70190
+70/-90
+70/90
+70/90
+70/-86.2
+70/-90
1 +701-90
+70/ 79.2
+701-90
+70/ 79.5
+/-63.7
+70/ 76.3
+70/-90
+/58,9
+/-55.2
+/-66
+70%90
+/51
+/48.9
+/58,5
+70/A0
26-15116"
+70/-90
+70/90
+70/-90
+70/-90
+70,4W
+70/-90
+70/-90
+701-90
+701-87.6
+70190
+70190
+70/ 70.5
+70/-90
+70/-90
+70/-90
+/.61
+70/A0
+701-90
+701.90
+/-54
+70/-86.6
+7(190
+701-90
39"
+701-90
+701-90
+711490
+70/-90
+70/-90
+70/90
+70/-90
+70/-90
+70/-87.4
+70/-90
+701-90
+70/ 70.3
+70/-75.1
+701-89.9
+70/-90
+/-50,7
+/-65.1
+701-77.8
+70/51.1
+/- 4.9
+/57.6
+/56.9
+70/-71.2
t
505/8"
+70/90
+70/90
+701-90
+70190
+70/-90
+70/55.5
+70/-90
+701-90
+70/-78.6
+70/-89.2
+70/-89.2
+/-63.2
+70/ 77.9
+70/ 77.9
+70/ 77.9
60"
+70/90
+70/90
+70/90
+701-86.5
+701-83.7
+70/ 79.6
+70/ 79.6
+70/-79.6
+70/-74.3
+70/-74.3
+701-74.3
g63'
+70/-90
+701-90
+70190
+70/-823
+70/-79.4
+70/45.6
+70/ 75.6
+70/-75.6
+70%70.1
+70/ 70.1
+70/-70.1
67•
+70/-90
+70%90
+701-M.5
+70/ 76.3
+70/ 73.4
469.4
+/-69.4
+1.89.4
72"
+70190
+701-87.2
+701-77.4
+/.69.3
+/-65.4
76"
1 +70190
+701-64.6
+70175.2
+/-65
84•
1 +70/90
+70/-80.4
+70/ 70.8
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
l+i (AXIC-T REVISW
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DESIGN PRESSURES PER GLAZING TYPE o �'
1070 TECHNOLOGY DRIVE Q\
�`y••• =a1 ` N, VENICE. FL 34275 71tte:
M ,6y��, i94 t�so�o AWNING WINDOW DETAILS - LM & SM
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+701-90
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+TOf-90
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+701-90
+70/-90,
-+701-89.8
+7d45B
+70E-1311
+701-76.2
6i
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-701- 90
+70A 00
+701.84.4
+701$1.5
+7d 77.5
+70/--71.9
6r
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+701.90
.701S58
N01-78,3
+70-713
+M 712
72
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+70189.5
+7a-79.4
+701-71.1
+1.67.1
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.7D1-s0
.70/5'a
.7al 7Z
N7,, 6
ea
+70A90
+701-.5
i
+7TL7
Teat c 19.
FOR GLASS TYPES:
3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR -1/8" AN - .090" PVB -1/8"
'PVB'=TROSIFOL VB BY KURARAY AMERICA, INC.
SEE SHEETS 1
WINDOW ANCHR
HEIGHT WINDOW
ANCHOR
LOCATIONS
I AND
��� QUANTITIES.
Design Pnbede (Mg tr WkWan AftwAvd to a VerlIcal Fnune Aeaembly Tube
Windwv widN
wdR23'
25-15/18'
277Ar
303/P
3T
34'
3T
46'
S1f/e'
60'
Anchor Gmup
Anchor GmW
Amtwcl w
Archer Gmup
AMWGMUP
AMw Gmtp
Anohcr Gmw
Anchor GmW
Amho GmQ
Amhor Group
A
BICID
A
B
CAD
A
B
C0D
A
B.CBD
A
B,CSD
A
B,C3D
A
B,CBD
A
B,C&D
A
B,CBD
A
B.CSD
under23-
2515�16'
+701-90
+70140
+701-9D
r7DF90d90
r7d-0D-0D
+7d-76.2aE0
+7d.90
r7d-00
+7a,1KIA
.7d9D
.7d-00
+7d•BD
rM-80
+ld•00
+7d-BD
.7D/90
r7d-9D
+701-77.4
+7b50
t7dSD
+7a•BO
+7a4D
r7d-BD
.701.
.7d90
+7d-BO
+7a�0
+70M
t701.90
+7d-90
.7d-90
*T"w+7dS0
+7d�0
+7aS0
+7a-90
+70190
+70M1BD
+70/410
.Tm-00
t7fYS0
+7da10
+7D/-90
.Td-90
+7ad7.4
r7d9D
+70FB07d-90.7d90
+MI90
r;M
+70FW
.7d9D
+70
+7d-00
+7d-W
+7dA1.2
+7epW
.r7d-BD
+701-M2
+7d-BD
+7d-BOr701-37
.70171.e
.7d-90
-.;;31
50516•
+7d-72.3
+147.9019D
+1E4
+701-90
+74M
H�9
+7WN
.7d-0D
+7d-81 �
.701.90
.710.779
r7d-90
+7d•73.3
+7d90
.1.873
+7 I9060•
+181
.148.9E0
+154
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63•
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25.15116'
27718'
908/4'
92'
33•
97'
46'
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60'
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Anchor
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All
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A
B
C a D
A
B
CSD
A
B
C
D
A
B
C
D
A
B
C
D
under 23•
+70d-0D
+7D140
.7a-90
+7d-0D
+7d-00
+7b-0D
.7a-862
+701410
+7d$1
.7d-79.2
+7d-00
+7W.79.5
HE3.7
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1165.2
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+7014D
+181
.148.9
./SB5
+70/-00
25.15rM'
+7b40
+7d-00
.71Y-0ll
.7d-0D
.7fV-0D
+7IW911
.70F40
+7dJ)0
+7d876
+7fY-0D
.70/-00
+7dJ05
.7a-0D
+70140
+7d-0D
+M
+7d-00
.7d-0D
.7d400
NS4
.70r96.6
.70140
.71V60
39r
+701-00
+701-00
+7a-W
+70f-GD
+7014)0
+70-00
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+71887.4
+71Y-00
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+7d40
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.7081.5
+70177.5
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.7b-77.5
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+ib-71.9
67'
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84'
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NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET FOR SNUBBER REQUIREMENTS.
10' MAX.
I
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BE
WINDOW
HEIGHTDITIONAL
XWtDTH(4).
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SEE SHEETS I &4 FOR WINDOW
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SEE SHEET FOR ANY ADDITIONAL
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FRAME
WINDOW
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ANCHOR
(4), IF RED.
WINDOW
WIDTH
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
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FOR GLASS TYPES:
4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -11W AN)
TVW--TROSIFO&PVB BY KURARAYAMERICA, INC.
' SEE SHEETS 1
& 4 FOR
WINDOW WINDOW
HEIGHT ANCHOR
LOCATIONS
I AND
W= --4 QUANTITIES.
Dmigr Pmum (P40 for WYdm Aaasled to a VeNW FaumAssemtly Tube
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A
B
C
D
A
B
B
CAD
A
B, CAD
A
B,CAD
A
B.C&D
A
B.C&D
A
B
CAD
A
B,C&D
AO
ceder 23
25-15114P
.m4D
+7a•90
+70FB0
+7"
.ro40
+m4D
.m4D
+m40
+m40
+m40
+m4D
+m40
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40
.7a40
+7a•90
♦m40
+7a4o
♦7a-00
+701M
.70190
+m-90
+7a-0D
+I`Q 0W
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+m-90
+m40
+m4D
+m40
+m40
+7a4D
+70h90
+m-W
+m-aD
+70F9D
+70/40
+m40
+m4D
+m40
+m40
+m-00
+m-00
♦70%9D
+7a40
+70,190
+m00
311
+m40
+7a-7S2
+7aaeb
+m40
+moil
+m40
/.4
+7a-90
+m40
+m40
+704p
+Ta-90
+m-90
+m40
+m40
+m47.4
am-BO
+70490
+m40
+m4D
am412
+7a40
+m412
50.&W
.701.77.3
+/57.9
4M3
+m40
.1-64
+70140
6
+7a-M
+m4D
+m41
+m4D
+m•77.9
+m-90
+m-733
+7a-90
+/47.3
+m40
+m•722
+m-99.8
+m49.9
a9•
+141
.1-48.9
+1-atl
+7a4o
+/41
+m4ae09
-701.6
-+m40
a14b.4
+7a40
+PM7
+m40Or
+/48.1
+14&5
+M7.m48.7
+/.51.5
+ro4257.9
+7a-78.6
+m40
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+m40
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+f•68.9
+m49.1
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75.15116•
277i9'
904N'
32
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+m40
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+70170S
+7&-00
.70140
+704D
0-61
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+701m
+7a40
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+7a46.6
+70140
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39'
+711f40
+7a40
+70140
+70•-0D
+7W40
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+7W40
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+704D
+7060
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.7a46.1
401.7aB
+ro-79.B
+ro79.9
6T
+ro40
.10/40
+71Y-00
+ro-07
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+m 7B.1
a7a-79.1
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72'
+7a-00
+m-00
.701-0a2
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+m-74.6
7s°
.7a4D
+7D/-0D
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+7aa4
W
.70r40 I
+lam
+7014D8
NOTES:
1) SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
10• MAX
�L
�FRAME
BEMBLYEITIO
ALCHOR
CDD HOR
IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW
ANCHOR LOCATIONS AND_QUANTITIES
SEE SHEET 3 FOR ANY ADDITIONAL
ANCHORS REQUIRED FOR THE FRAME
ASSEMBLY TUBE.
J-
FRAME
WINDOW
ASSEMBLY
HEIGHT_
TUBE I
*
1�0• MAX
_I
'7
ADD
I ANCHOR
i- (4). IF RED.
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
All
PRODUCT REVISED
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Wlnda" Wloth
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2515118'
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under 2T
25.1&16'
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♦9a-130
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+9W-130
+9W-130
+9W.130
+W-13111
r0a-13D
-W-130
+90I.130
+M-130
a91Y-130
49W-130
49N.130
r8N-13D
+901.130
r9111-130
+SW.130
39'
+9W-130
.430
+M-13D
+9W-130
+eW-130
+91Y.130
+9W-130
+9111130
#M.130
+901.130
W dW
+9W-130
+9W.130
+9W430
a9W-130
.9W.130
+90F130
r9W430
+W/-130
60'
r9W-13D
r0W-/30
r91-130
r9131-130
+9W-130
+91Y.130
.120143111
t
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+9W430
+8131-130
+9W-13D
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+W-130
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♦9W-13D
+8a-130
rW-13D
r9DI-130
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77
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+901.13D
+9W-130
+9W-130
r9W-130
78•
+9W-130
+9W-13D
♦9a-130
.t01.130
W
+9W-130
+9W-130
a901-130
Teal C -
FOR GLASS TYPES:
5) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090' SG - 3/16" AN)
6) 7/8" LAMI. IG: (3/16" T - 1 /4' AIR - 3/16" AN - .090" SG - 3/16" AN)
I-W= SENTRYG Y KURARAY AMERICA, INC.
J� SEE SHEETS 1
& 4 FOR
WINDOW WINDOW
HEIGHT ANCHOR
LOCATIONS
�WINDOW� AND
f W� QUANTITIES.
DmW PIMM (pap trWMara AttwJ*dt0 a Wit" Flame Asamrcly Tlde
Walmv Widh
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25-16HS
27-7Ar
30414•
32
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37'
48'
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or
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A.WG.W
Archer Gray
Aow Gmw
AnehX GMW
Amhw Omq
ArohN Oaq
AIIhw
Gmv
A.1r r
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A
B
CV.90
A
B
C&D
A
B
C&D
A
B, C & D
A
B.CA0
A
B, C & D
A
B
C6D
N
N
N
IMv23'
2515118•
+m40
.m40
+m.fio
«m-90
+m4
+m5+m-9D
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.moo
+7W-9D
.m40
+m.90
+m40
+7W-00
+701-90
Na-80
.m-90
+701-90
+m410
+7W-90
+?WM
.701-90
+m40
+m-W
.m-90
+701-90
+m40
+701-90
+701-M
+701-90
+701-90
+700D
.7a-00
+m-90
♦70M
.7W-00
+7W9D
+7W9D
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37
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+m4i
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.m�D
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+m$D
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+701-90
+m-90
+m-90
.7W-00
+mAO
56&8'
+7W-723
+MT.9
M.
+7Wt0
+7W-90
+70/-DD
+7W�.4
.70 9D
+m-W
+mbt
.m-90
+7W-77.8
+7W30
.m-733
+m-90
.7WN.8
+70bW
rMM
.7a-DD
60'
+1411
+148.9
+/,%
.701-87.1
+7W-888
r701-90
+7a-75.5
+7W-80.8
+m-90
48B.4
r701-00
065.7
+m-00
+1461.8
+7a-BO
+701-75.8
+m-DO
«m�D6T
+/-6&1
41-46.5
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+M772
+m4R5
+moo
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♦7W-768
+70M
+1-Ml
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+1ffi.8
+781-80
.158.8
«7W-BO
+X1722
+7a-88.7
+:w
TART C 4.
FRAME
I I ASSEMBLY
TUBE
WINDOW
HEIGHT
I
I
ADDITIONAL
I W DOW
I
ANCHOR
WIDTH
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW
ANCHOR LOCATIONS AND QUANTITIES
"SEE SHEET 3 FOR ANY ADDITIONAL
ANCHORS REQUIRED FOR THE FRAME
ASSEMBLY TUBE.
OMIF Plmsula (psp la WUXM Almt e0 t0 a HaLmdal FlameAssmbly T05e
Rwrmawlom
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34•
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A
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C&D
A
B
C&D
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B
C
D
A
B
C
D
A
B
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.m40
+701A0
.m40
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.m4D
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+/E37
+7W40
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+7U1-0D
.moo+/48.9
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.1-M2
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+149
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+TW40
+m40
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+IV.6
./-MA
+701466
.1,%5
.7D740
+7a4f0
+701470
37
+m4D
+m4i0
+70f
+m40
+7a-9D
.m4D
+7W40
+m40
.moo
+711W
+moo
+7W4D
+7W40
+m40
.701-71
+ro4R.3
+7W.90
+70140
+14.'29
+7W-72
Onf-66.2
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+ro40
+70140
+moo
+m40
+m-9D
+ro40
+m40
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.moo
+m40
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+m470
.m410
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x 6W
+moo
I +7ObN
I +701M
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+70(-90
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.lam
+TOM
+7140
+701-00
6s
+7a4eD
+moo
.moo
+moo
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77
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+m-00
+70F40
+moo
84'
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+701-90
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
I .
WINDOW
HEIGHT _
FRAME
ASSEMBLY
TUBE
iV MA X XADDITIO NAI
ANCHOR
(4). IF REQ.
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
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WITH DESICCANT W� o•DESICCANT 1.1W
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BUM 8 - CNE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS .05(r •523" {
EXT. GLASS.050•
- — — - - - - — - INT. GLASS GLASS
DURASEAL8 XL EDGE'" 35 BEAD B 36 BEAU c
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SPACER SPACER
Part #
Description
Material
100
Kommeding 4SG TPS Spacer System
See this
Sheet Tor
101
Quanex Super Spacer nXF With Hat Melt Butyl
102
Quanex Duraseal Spacer
Materials
103
Cardinal XL Edge Spacer
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37 BEAD D
#7059, 6063-T6
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No. Sa%OS '•
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Revised
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PRODUCT REVISED
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Buildma Code
A . l -0�14.202,3
ote: Revision
05/25/17 NO CHANGES THIS SHEET. By
ote: I Revision
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EXTRUSIONS & SPACERS J ROSOWSKI
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