HomeMy WebLinkAboutNOA CASEMENT WINDOWMIAMNDADE
DEPARTMENT OF REGULATORY AND ECONOMI(
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE _CNOA
SCANNOD
BY
S$ LUCle
PRODUCT CO INTROL SECTION
RESOURCES (RER) 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/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 subm. edIhas 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, ithe 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 therein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM &
SM", sheets 1 through I 1 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer,
( signed and sealed by Anthony Lynn 'iller, 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. I
MISSILE IMPACT RATING Lassile ImpactResi�'s, tant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following. stateme t: "Miami -Dade County Product Control Approved", unless otherwise
noted herein. 7
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building bode negatively affecting the performance of this product.
TERMINATION of this NOA willloccur 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 I number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews N6016-0629.21 and consists of this page I 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 I7-0614.14
(^ M IAMi D®: I Expiration Date: April 11, 2
Gj J6117 Approval Date: September 14, 201'7
I! Page I
FleCOPY
PGT Industries, Inc.
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.12-1218.09)
2. Drawing No. M[D-CA74b-LM, titled "Casement Window Details — LM & SM",
sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and
sealed by Anthony Ly 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 11116115,
06/07/16 and 06/02/161respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under. previous NOA No.16-0629.21)
2. Test reports on: 1) AirlInfiltration 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 series CA740 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under N6A No.124218.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURAN
1. Miami -Dade Del
of Regulatory and Economic Resources (RER).
E-1
Manuel P E.
Product Contro Exam ner
NOA No. -0 4.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
PGT Industries, Inc.
E. MATERIAL CERTIFICATI1
1. Notice of Acceptance N
"Trosifol® Ultraclear,
expiring on 07/08/19.
2. Notice of Acceptance N
"Kuraray SentryGlasl
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of co
FBC 6rn Edition (201
sealed by Anthony Lyi
2. Statement letter of no
signed and sealed by
3. Proposal No.16-0125
signed by Ishaq Chand
(Submitted under prei
G. OTHERS
1. Notice of Acceptance
"CA-740" Outswing ,
and expiring on 04/11
16-1117.01 issued to Kuraray America, Inc, for their
[ear and Color PVB Glass Interlayers" dated 01/19/17,
14-0916.11 issued to Kuraray America, Inc. for their
(Clear and White) Glass Interlayers" dated 06/25/15,
)rmance, complying with FBC 5a' Edition (2014) and with
, dated August 29, 2017, issued by manufacturer, signed and
Miller, P.E.
aancial interest, dated June 9, 2015, issued by manufacturer,
hony Lynn Miller, P.E.
ued by the Product Control Section, dated March 09, 2016,
P.E.
us NOA No.16-0629.21)
o.16-0629.21, issued to PGT Industries, Inc. for their Series
aminum Casement Window - L.M.I." approved on 08/11/16
8.
E-2
Manuel Pgfe4 P.E.
Product Contro Axdniner
NOA No.-0614.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
GENERAL NOTES: SERIES 740 IMPACT -RESISTANT
CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE
OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-OADE
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, SEE TABLE 3, SHEET 4.
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR -STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENTAS SPECIFIED ON
TABLE 3, SHEET 4. NARROW JOINT-SEALANT:IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
6) 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 FORTHE 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-7065, 3579, 3580, 3724; ELCO ULTRACON
NOA; ELOO CRETEFLEX NOA; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL.
TABLE 1-
Glass Types
Sheet #
1
5116" Laml (118 An - .090" PVB -118 An)
5
2
7/1 W Lauri (3/16 An -.090' SG - 3/16 An)
6
3
7116° Lemi (3/18 HS - .09D' SG - 3/16 HS)
7
4
718' Lemi. IG 0/8' An - 7/16' Air -1/9' An - .09(' PVB -1/8' An)
5
.5
7/8' Lemi. IG (1/8' T- 7/16• Air -1/9' An -.09(r PVB -1/8' An)
B
6
718' Lemi. IG (3116' An -1/4" Air - 3/15' An - .090' SG - 3/16° An)
9
7
7/8' Lami. IG (311(' An- 1W Air- 3116' HS -.09(r SG - 3116' HS)
7
8
7/8' Lami. IG 3111 T -1/4' Air - 3116' An - -090" SG - 3/16' An)
9
Lauri. ICI (3/1(l" T-1/4' Air- 3115' HS -.090' SG - 3/16' HS)
1 7
•PVB'= TROSIFOL EVEI BY KURARAY AMERICA, INC.
'SG�=SENTRYGLA BY KURARAY AMERICA. INC.
Sne'LAFlNATED
DESIGN PRESSURE RATING IMPACT RATING
Goss STACK
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 6.9 MISSILE IMPACT RESISTANCE
IIV AN iEALED
37' WIDTH
Gulls
25.476' MAX. O.C. IF WIDTH IS
39
UNDER 33.476' (HEAD & SILL
FJLTERtOR
a
4' MAX
�► B. SEE SHEET 2
(�
�Y
A
69,
VISIBLE
LIGHT
HEIGHT
i
1MAX
MAX.
A, SEE O.C.
SHEET2 t
W MAX.
O.C.
USEANCHOR
PAIR AT EACH
JAMB IF
HEIGHT IS
26' OR OVER
7/7HATm GLASS {�
GLASS STACK I _
.000• TROSIFOL"PVB 090-SGPSY KJRARAY
BY KURARAY 37f6'ANNEAIm OR AMHtICA, ING
AMERICA, WC. HEATSTRENGIHEN
GLASS 3IM'ANNFJILEO OR
�118•ANNFALED GLASS EXTERIOR Nn
GLAD
11/16' GLASS SITE (1 11/16- GLASS BITE
GLASS TYPE 1
7B'NOM.
GLASS STACK.
SLANNATED
GLASS ACK
GLA55 STACK
11S ANNEALED GLA
711CAIRSPA
TROSIFOL®PVB
rANNEALEOOR
ZH.RMU
BY KURARAY
AMFRICA. INC.
�I-<'p
7(•
HEIGHT
C
Lr B
141/2' MAX. O.C. IF WIDTH IS
4'MAX 33.476' & OVER (HEAD & SILL)
30' VISIBLE
OPENING (DLO)
TYP. ELEVATION OF CASEMENT WINDOW
f �
j1
i
I / \
I
I
I
I
f /
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-ASTM E1300-04
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
•AISI SlOD-12
•AISC 360.10
GENERAL NOTES ......... ........... 1
ELEVATION .................... _._......... 1
GLAZING DETAILS ......... ............ 1
INSTALLATION ............ ............... 2
ASSEMBLY TUBE DETAILS ............. 3
ANCHOR SPECIFICATIONS._...._.. 4 '
ANCHOR QUANTITIES..._.__.__.._. 4
DESIGN PRESSURES ................... 5-9
ASSEMBLY DETAILSISOM.......... _.. 10
EXTRUSIONSISPACER ................. 11
*� No. 58705 �*
�,' 6
0 '. A
�� •• F<ORIOp.•�G?
A LYNN MILLER P.E.
GLASS TYPES 2 & 3
TAT• NOM.
GLASS STACK 7/16' LAMINATED
GLASS STACK
z 3n6•ANNEALED OR
114' AIRSPACE HEATSTRENGTHMED GLASS
311WAMIEALED .DWSOPSYKLIRARAY
GLASS AMERWA, INC.
38 3H6-ANNEALED OR
HEATSTREWTHENED GLASS
GLASS TYPES 4 & 6 GLASS TYPES 6 & 7
7W NOM.
GLASS STACK I � '� 7/16-IAMiNAT®
III GLA55 STACC
3H8'ANNEV.EDOR
FATSTRENGTHFNEDGLASS
1/C'AIRSPACE\ .0 srOSYMIRARAY
3N6'ANNEALEOOR
11/16' GLASS BITE
( 11 PRODUCTREVISED
sS m-03iog With ft Florida
*,M=mdo'
GLASS TYPES 8 & 9 Revised Br. Date:JR 05/25/17 UPDATED ANCHORAGEoeat
PER FBC 2017.
Revised W. Dote: Revision:
® D_'fPV/ Drawn By:
GLAZING DETAILS J ROSOWSKI
1070 TECHNOLOGY DRNE Dote:
N. VENICE, FL 34275 Title:
(941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
COPYRIGHr02017
PGT REXATRIES„ INC. Series/M.M.' I Scale: I Sheet: Drawing No. Rer.
--- ALL "'_`HTS.._��--_ CA-740 NTS 1 OF 11 MD-CA740-LM C
INSTALLATION
OPTION 1 EDGE INSTALLATION
DISTANCE EDGE DISTANCE OPTION 2
INSTALLATION ANCHORS INSTALLATION ANCHORS
INT02XW00D. CONCRETFJCMU DIRECTLYINTO MASONRY.
AS REQUIRED PER PERANCHOR
TABLE 3, SHEET 2 EMBEDMENT REQUIRFJuIENI' BUCK WIDTH
ATTACHED To
82 ANOR1/4' MAX FRAME SILLTE SHIM ATTACHED TO 15 16
EMBEDMENT VENT SILL
5 ANDEDGE 80
1 DISTANCE PER . • 4 8 32 33
SUBSTRATE, 20
22 23 4 SEE TABLE 3. O
3 SHEET4 O
60
EDGE 84 ,8 C
DISTANCE
3537 r O 8 BELOW OPERATOR ARM
ATTACHED TO I 04 FIR 82 82 ATTACHED TO VENT SILL
FRAME JAMB L x 13 EMBEDMENT 1 24 L VISIBLE LIGHT WIDTH (x0)
83 70 FOR SNUBBER REQUIREMENTS,
EXTERIOR ATTACHED TO - — _ SEE TABLE 4. SHEET 4.
VENT JAMB — OP_TIONALADDON WINDOWWIDTH
12 FLANGE ® HEAD.
SILL&JAMBS HORIZONTALSECTION_AA_
WINE81 1411, SEE DETAIL
HER
OW
IHT
VISIBLE
C
LIGHT
HEIGHT
(DLO)
ATTACHEDTO
FRAMEJAMB
ATTACHED TO
r
VENTJAMS
L
c
38 39
JAMB
HARD-
WARE
BUCK
HEIGHT
TO FRAME
JAMB
NOTES: Al, BEE
1) USE ONLY SUBSTRATE-APPROPRUITE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
SIDE OFTHE WINDOW.
2) ALL WOOD BUCKS LESS THAN 1-VY
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12' THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PR0PERLY
TRANSFER LOADS TO THE STRUCTURE
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 114%
1
19 84 v
IXWOOD
BUCKSTRIP.
SEE NOTE 2,
THIS SHEET.
TYP.ANCHORTYPE,
1/4'-MAXSHIM
EMBEDMENTAND.EDGE
DISTANCE PER SUBSTRATE,
_
�• "
�,.
SEE TABLE 3, SHEET 4.
' • `
CONCRETE
EMBEDMENT
INSTALLATION
PERANCHOR
OPTION 3
REQUIREMENT'.
_. •. .. .
INSTALLATION ANCHORS
EDGE DISTANCE
THRouGH1xBUCKSTRiP
VERTICAL
SECTION B-B
INTO MASONRY.
10' MAX.
I
I
��- SEE DETAILAZ BELOW
DETAIL
A2
`" 001.."IV /�i•�i'
--*-
1� �_
No. 68T05 ; TM
�:
����'•• • <(/��
1070 TECHNOLOGY DRIVE
i ••.F1DRIDP,.'�
N. VENICE. FL 34275
(941) 480-1600
r,�
'At Al
VrI1111
COPMGM02017
A/
A LYNN MnLER P.E
WCRrsR .M
P.Eesor7d5
CERT. OF AUTH. 929296
JR
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
R:3)v STEEL
SELF DRILLING
. 3S,SEETABLE
3, SHEET 4.
EDGE
DISTANCE
DADE APPROVED
MULLION. ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
EXTERIOR
V
WIDTH. WASH HINGE WINDOW WIDTH=13.12—
NOTES:
WIDTH. EGRESS HINGE: WINDOW WIDTH -7-12
1) WHEN INSTALLING .
HEIGHT: WINDOW HEIGHT-6
COMBINATION UNITS,
ADDITIONAL INSTALLATION
VISIBLE LIGHT FORMULAS
ANCHORS MAY NEED TO BE
WIDTH: WINDOW WIDTH-7
INSTALLED THROUGH THE
HEIGHT: WINDOW HEIGHT-7
WINDOW FRAMES AT 10' MAX
FROM EACH SIDE QF THE FRAME
ASSEMBLY TUBE CENTERLINE
SEE TABLE BELOW.
Additional Amnon Ro*dred on each
Side of tlr Frame Assembly Tube (FAT)
f
a
WMdow
WWN
ArxhaTy
A
B.C&D
tr-No,
1
1
0
26'+
1
1
1-
..
WIndow
Helyd
Anehw
A
8, C & D
1r-25.r
1
0
28.
,
I 1
ate: Revisicrt:
05/25/17 NO pU>r'GES THIS
SHEET.
ate: Revision:
PRODUCTREVISBQ
1s complying with 1M Florida
Ac cpttm.Nol 40614'.14
'redooDate 7.tt1,3
gf '
Descriptfen: urown ry:
CROSS SECTIONS & INSTALLATION J ROSOWSKI
MI.. Dote:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model: I Srnre: I Sneet: Drawing No. Rev:
CA-740 NTS 2 OF 11 MD-CA740-LM C
CASEMENT (X)
i,
WINDOW ��
HEIGHT
WINDOW
WIDTH
740 SERIES
CASEMENT EXTERIOR
WINDOW 15
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET 4.
3) FROM SHEETS 5.9, FIND THE
SHEET FOR YOUR GLASS TYPE.
FIND THE PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED DESIGN PRESSURE
(PSF) FOR SINGLE WINDOWS, All
ANCHOR GROUPS'.
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FORSIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
6) USING THE TABLE LABELED
°WINDOW ANCHORS REQUIRED"
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILLAND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET2.
CASEMENT / CASEMENT (XX)
FIGURE 1:
10% SEE NOTE 7, THIS SHEET
10", SEE NOTE 7.
THIS SHEET
740I I I40
SERIES FRAME SERIES
CASEMENT ASSEMBLYCASEMENT
WINDOW TUBE WINDOW
AWNING / CASEMENT / FIXED CASEMENT (XXO)
FIGURE 2: 740 SERIES /� ED
A
WINDOW
/ 4 D FRAME
ASSEMBLY
r TUBE FRAME ASSEMBLY TUBE NOTES:
J D
740 SERIES \ 1) DIMENSIONS SHOWN ARE
•TI
�h —CASEMENT—� / 71P-TOP DIMENSIONS FOR EACH
INDIVIDUAL WINDOW. FOR SAS NOT
WINDOW / / SHOWN, ROUND UP TO THE NEXT
/ AVAILABLE WIDTH OR HEIGHT
E DIMENSION SHOWN ON THE TABLES.
FRAME 2) ANY 740-SERIES PRODUCT
ASSEMBLY _ (CASEMENT, AWNING OR FIXED
C T InF CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE. FOR
ALL WINDOWS, USE THE WINDOWS
�vwr NOA FOR ANCHORAGE, SIZE AND
/ DESIGN PRESSURE LIMITATIONS.
N FOR— ._ -- 3) ALLWINDOWS IN THE
'CS COMBINATION -UNIT-MUSTBEABLE TC
INDIVIDREQUIREALLYMENTS
COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D
740 SERIES
CASEMENT
WINDOW
FRAME
ASSEMBLY
TUBE
MIN. # 12 X
v SMS
THROUGH
INSTALLATION
HOLES
'q \_ 740 SERIES
ITERIOR FIXED
CASEMENT
WINDOW
VERTICAL SECTION E-E
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4
2) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE.
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF)FOR W/NDOWSATTACHED TOA VERTICAL FRAMEASSEAIBLY TUBE' ORDESIGN
PRESSURE (PSF) FOR LMNDOMATTACHED TOAHORIZONTAL FRAMEASSEMBLYTUBE, DEPENDING ON WHICH WAYTHEFRAME ASSEMBLY TUBE ISORIENTATED. -THIS
MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP.
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 P ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
4) FRAME ASSEMBLY TUBE TO BE
FASTENED TO WINDOW, AS SHOW IN
DETAILS, WITH MIN. #12 X T SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
OPPOSITE FRAME MEMBER.
5) THE FRAME ASSEMBLY TUBE MAY
NOT EXCEED 62' IN LENGTH (AS USED
IN A 63- FLANGED WINDOW) OR BE
USED IN TEE OR CROSS
CONFIGURATIONS.
6) THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CLIPPED TO
THE SUBSTRATE. ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
7) FOR ALL 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:
AdTLonal Anchors Requited on each
Side of Ote Frame Aumbly Tube A
rai
Window
Width
Anoror
Tipe
A
B, C 6 D
17'-25.9'
1
0
26•r
1
1
/-
LL
Window
ht
Anchor
A
B. C & D
5.9•
&�-
1
0
r
1
1
PRODUCT REVISED
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TABLE 2:
TABLE 4:
Window Anchors Required
Window Width (in)
under 23"
25-15/16"
27-3/4°
30°
334/2°
35"
37"
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor
Group
A
B
C
D
A
B I
C
D
A
B
C
D
A
B
C
D
A
B
I C_j
D
A
B
C
D
A
B
C
D
Jamb
2
2
2
2
2_1
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
2
2
2
2
2
2
2
2
under 23"
Head/Sgi
2
2
2
2
3
2
2
2
3
2
2
2
4
2
2
2
4
3
2
2
4
3
3
3
5
3
3
3
Jamb
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
25-15M6"
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
2
2
2
4
3
2
2
5
3
3
3
5
3
3
3
Jamb
6
4
4
4
B
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
38-3/8°
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
1 2
5
3
3
3
5
4
3
3
Jamb
6
4
4
4
8
6
4
4
8
6
4
4
8
8
4
4
8
6
4
4
B
6
4
4
8
6
6
4
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
4
3
3
Jamb
8
6
4
4
8
6
4
4
8
6
4
4
8
6
4
4
10
6
6
4
10
6
6
4
10
6
6
4
50-5/8"
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
4
3
3
Jamb
8
6
6
4
10
6
6
4
10
6
6
4
10
8
6
4
12
8
6
4
12
8
6
4
12
8
6
4
g
Sir
Head/S111
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
3
3
3
Jamb
10
6
6
6
10
6
6
6
10
8
6
6
12
6
6
6
12
B
6
6
12
8
6
6
12
8
8
6
Head/SM
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
3
3
11A
Jamb
10
8
6
6
12
8
6
6
12
8
8
6
14
8
8
6
14
1 8
8
6
14
8
8
1 6
14
8
8
6
72"
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
2
2
5
3
3
3
5
3
3
3
Jamb
12
8
6
6
12
8
8
6
14
8
8
6
14
10
8
6
14
10
8
6
14
10
8
6
14
10
8
7"
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
2
2
4
3
3
3
5
3
3!
3
"
Jamb
12
8
8
6
14
10
8
6
14
10
8
6
16
10
8
8
16
10
8
6
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
2
2
2
4
3
2
2
1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP,
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
TBLE 3:
Group
Anchor
Substrate
Min.
Edge
Distance
Min.
O.C.
Distance
Min
Embedment
Anchor
Plate
Requlred7
#12, steel SMS (GS)
S. Pine
5/8°
1'
1-3/6"
No
6063215 Alum.
3/8"
6✓8
.063'
No
A36 Steel
318"
5/8'
.050"
No
A653 Stud, Gr. 33
318"
5/8
.045° 20 Ga.
No
A
-#14,-steel-SMS-(G5)
or #14, 410 SS SMS
S. Pine
5/8"
1'
1-31ir
No
—6063-75-Alum—
A36 Steel
—3/8—
3/8
—518"—
518"
.063
.057
No
No
A663 Stud Gr. 33
3/8
518'
.045" 20 Ga.
No
B
114" steel Ultiscon
2.Wk Concrete
2-1/2'
4"
1.3/8
No
Hollow Block
1'
6'
1414
No
Hollow Block
2-1/2°
6"
1-114
No
1/4' steel Uttracon
Hollow Block
1°
8
1-1/4
Yes
C
114 410 SS
CreteFlex
3.35k Concrete
1"
6'
1.314"
No
Hollow Block
2-1/2"
S'
14/4"
No
#12, steel SMS (G5)
or#12, 410 SS SMS
S. Plne
SIB'
1°
114W
Yes
6063-75 Alum.
318'
5J8-
.0713°
Yes
A36 Steel
3/8
5fe"
.050"
Yes
A653 Stud Gn 33
3/8'
518
AW 18 Ga.
Yes
#14. steel SMS (G5)
or#14, 410 SS SMS
S. Pine
Sir
1"
13/(r
Yes
6063-75 Alum.
3/8
518"
.0713"
Yes
A36 Steel
3/8'
Ste
.050"
Yes
A653 Stud Gr. 33
3/8'
S/87
.045' 18 Ga.
Yes
D
114' steellUltrac"on
I
2.8% Concrete
1"
4•
I've
Yes
2.8% Concrete
2-1/2'
4"
11/8"
Yes
Hollow Block
2_1W
S.
1414
Yes
WE FlWillSkiiiii-4
'#2-112W
_.W44&
r. k1W4VW
t+WY6s;M
1/4 410 SS
CreteFlex
�3.3WCdar—ste
1'
T
- 1-3
Yea
3.3% Concrete
2-1/2•
6'
1 1"
Yes
Hollow Block
2-112•
6°
VI
Yes
5/16" steel Ukrecon
3.6k Concrete
14W
5'
1
i Ve
No
Hollow Block
3-1/8"
6'
14/4"
No
Fdled Block
2-1/7
5'
1 1-3/4
1 No
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF
THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL.
2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
4) FOR STEEL STUDS, MIN. FU = 45 KSi, MIN FY = 33 KSI.
Jamb Snubber Locations
Glass Type:
PVB
SG
(Types 1.4 & 5)
(Types 2, 3 & 6.9)
ra
63"
None
12" max. from
1n
and
Required
each end & 30"
less
max O.C.
max. from
12" max. from
over
each end & 30"
each
each end & Nr
63"
max O.C.
max O.C.
"PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG"= SENTRYGLAS®BY KURARAY AMERICA, INC.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16" HEAT -STRENGTHENED,
LAMINATED GLASS,1/4" MASONRY ANCHORS INTO CONCRETE, +701-85 PSF DP REQUIRED
CASEMENT ANCHORS:
A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +701-90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR.
C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY
TUBE SIDE OF THE AWNING -(HEAD & SILL).
FIXED CASEMENT ANCHORS:
A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF
+70/-90 USING ANCHORS C OR D.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX
ANCHOR.
C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
E) DISTRIBUTE ANCHORS FOLLOWING
GUIDELINES FROM ELEVATION ON SHEET 1
F) PER RULES ON SHEET 2, INSTALL 1
ADDITIONAL ANCHOR ON THE FRAME
ASSEMBLY TUBE SIDE OF THE FIXED
CASEMENT (HEAD & SILL).
Material
Mln. Fy
Min. F"
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco URraCon®
155 ksi
177 ksi
410 SS Elco CreteFlexO
127.4 ksl
189.7 ksi
606345 Aluminum
16 ksl
22 ksi
A36 Steel
36 ksi
1 58 ksi
Gr. 33.Stee1 Stud
33 ksi
I 45 ksi
SAMPLE CONFIGURATIONS:
10.6"
61"
1
4"
x ` z ; X• X; O iX\
.f X
x
X/ 0 X
NOT
ALLOWED
WITH.
-FRAME
TUBE
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1Ntridaw Height
o;
y
Design Pressure (Pso Its Sfrigla Windows, All Anchor Groups
Wbrdcw width
under 23•
25-15/1B•
27.3f4•
30•
33.12'
35'
37'
wider 23'
+9m-130
+9a-130
+gW-130
+901-130
+90/-130
4901-130
+901-130
25.1m18'
+901-130
+901-130
+90/-130
+90-13D
+901-130
+901-130
+901-130
38- W
+901-130
+9m-130
+90/430
+9a-130
+90/-130
49DI-130
+M.130
4W
+901-130
+9m-130
+901-130
+W-130
+W-130
4OW-130
+90f-130
5 zqw
+901-131
+90/-lW
+9a-130
+W-130
+90143D
-901.130-
-901-13D
60•
+90%130
+W.130
+901-130
+90E-130
+901-130
+9a-130
+W-130
or
+9a-130
+BW-130
+W-130
+901-130
+9a-130
+Bm-130
+901430
T2'
+W-130
+9a-130
+90/-130
+9a-130
+901-130
+901-130
+901-130
70'
+9m-130
+9m-130
+em-130
•801-130
+901-130
+901-130
+W-130
94'
+90/-130
+901-130
+901-130
+90/-130
+901-130
FOR GLASS TYPES:
3) 7/16" LAMI (3116 HS - .090" SG - 3/16 HS)
7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" HS - .090" SG - 3/16" HS)
9) 7/8" LAML IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS)
-SG'-- SENTRYGLAftY KURARAY AMERICA, INC.
T
WINDOW
HEIGHT
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Dstipr Pressure (psQ for Windows Attached to a Vertical From Assembly Tills
WNdow width
m
urdv 23•
25.15/16•
27314'
30'
33-1fY
35'
3T
Anchor Group
Anchor Group
AnchorGmm
AnehorGmup
Anchor Gnaw
Amtw Group
Anchor Group
A
B--C--D--A--B-_C&D
A
B
C&D
A
B
C
D
A
B
C
D
.A
B
C
D
A
B
C
D
under
23•
+7WS0
.701430
1 +701S0
+711f-90
+70140
+7a-00
+70)
+7m430
+701-90
-+Ta30-
-+701.9D-
-+70140-
4701--W-
+7090
+7a-90
+TWaO
+70rS0
+7m-90
+7a-90
+70fao
+701-90
1701-M
+701430
+7a40
+7aS0
+70/S0
25.1511V
+7a-OD
+7m-90
+7m-%
+701-90
+701430
,701 10
+7a410
+7a-90
+Tm-90
+7a430
+71YmW
r7a-00
+7m410
rTa4A
+ro-0D
+Jad)0
+ro430-
-+7m410-
�Tm•�-
-+7a�80_
7a•0I
+7m�0
+Ta�O
+Ta30
+7m430
+7pF90
3B3B•
+M90
+701-76.4
+70laO
+7a430
+7a410
+7a-0D
+701-M
Na-00
+7m-90
+7W.90
+7a.90
+701.90
+rodw
r7a410
,70/-00
+Ta-00
+rodm
+7m4i0
+7a-00
+ro-00
r7a410
+7m430
+ro430
+7a430-
�7a-9g-
=
4e•
+711462
./-01.1
+701•73.1
+70f-W
+701-84,4
+70/A0
+70f430
+70/-7&9
+70/.00
+701-90
+7a43
+711-90
+7a-00
,7a43g
+lm-7a5
+7gJ430
+7a80
.Tm,90
.7a-Ts.1
,7a.90
+7a50
,7m-Bg
+7a-Bte
,TaAO
+7aS0
,Tm-0g
50:U8•
+701-72.3
+I.b7.9
.1-69.3
+701-90
+70f-00.1
+7aA0
+701410
.70f.74.5
,70150
+ro-00
+Ie92
+7m•88.7
,71Y 90
+7a-00
.7a14.a
,7a41g
+7a�
+7a-BO
+7ma1.2
,7m-0D
+7a-9D
+7a-011
+7m-78.s
+7a4)ae
.Tm-BO
,7a-90
e0'
+1-01
+Fae.9
+/58.5
+7a-80
+/4 7.5
+70AM9
.7aS0
+M.1
+7a431
+rodw
+I4 BA
+7a-71.9
,T01499 6
,7D1-0D
+14328
,Ta 83.9
.7a$D.s
+7m-00
+/ 801
+7a-00.2
.7a 8g
+Tm 90
,I�g s
+7a•75 s
,7m 90
+7g1-90
63•
+1.58.1
+141.5
+1465.7
+70f435.7
+/4i4.3
+Tm4325
+7m-00
+/4f0.1
*7a-77.1
+70F80
M-45.8
+7m-71.3
+70485.9
+7aA0
+I-59B
+Ta•7B.g
+7m 7B.5
+7m.90
,I.61.2
+7N-7&4
,7m-80
+Tm-BO
+/g9.1
*TDI.723
+7a418,5
+70%90
D931gn Prossrse (ps7N for V&dovm Attached to a Hmhordal Frame Assombly Tuba
Window Width
unMr 23.
25.15118•
27dr4•
3R
1 33.112'
35'
37•
Anchor
Group
Anchor
Omp
Anchor
Group
Anchor
' Group
Anchor Group
Anchor Grdp
Anchor Gmp
A9
An
A9
All
A
B
C&D
A
D
C&D5+70f-87.6
B
C&0
under 23•
+70M9D
+7aA0
+7a-90
+7m-00
+7a-00
+701417.6
+70M
+701-00
+7a-03.8
+701.90+7
-70.2
+701- 0
2siat6'
+70140
+701-00
+7a-90
+?W-90
+7a41g
+7m•90
+7aAD
+7a4)0
+7a,90
+Tm-DO
+7a-BD
+73D31d•
+70l-90
+7m-0g
+7m-90
4701-00
+7a-00
+7aS0
+701.9D
+701.00
+70F90
.701-80
,TW-90
+7"
4S
+7D1.90
+701-00
+7a-90
+7m-00
+Ta-90
+701-00
+701 f ()
+701-90
+7m-0g
+701- 0
+7a-00
+7m9D
5"W
+70%90
+Tm-00
+70I.90
+7Df 90
+7m-90
+7WM
+7014m
4701-00
+7a-90
+70/LW
+7a-00
+7m-9g.701.90
+7a-90
+701AD
+7a.90
+7m-00
+70F90
+7adg
+70M
+7W-90
+?WaO
+7m90
89•
4701-90
+7m-OD
+701.90
+7m-00
+Tm-00
.7a-00
+7m-00
+Tm-90
+70/ w
+7m-00
+7a50
72'
+701-9g
d.=-W
+la-0g
+7m-BD
+7014�
+7m-00
.7a-0g
4Ta-00
+7a-9D
+7a-00
+70V-9D
r7a-00
+7a•BD
7B•
+701-90
+7m-00
+7a-0D
+7a430
+701-90
+Tm-00
+7a�
+7gh90
+7a-BD
+7m-0g
+7m+10
+7a-9D
B4•
+TDf-90
-70190
+701-90
+7m9g
+701$0
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMEN75.
T-
WINDOW
FRAME
HST
-ASSEMBLY
TUBE
10' MAX
'
ADDITIONAL
ANCHOR
(4). IF REQ.
1
I WINDOW
WIDTH
SEE SHEETS 16 4 FOR WINUOW ANCHUR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE
TUBE
T EMHL
FRM1E
10' MAX. �i Y
T
TUB
WINDOW
HEIGHT
1_
WINDOW ADDITIONAL
WIDTH ANCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONALANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE
PRODUCTBEVISEO
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Fn r :T107,0 TECHNOLOGY DRIVE D
Cn vt N. VENICE, FL 34275 Title: O
i :?�A•, '� :� , (941) 490-1600 CASEMENT WINDOW DETAILS - LM & SM
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nBStED Serios/NodeC Scofe: Sheet: Drawing No. R
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Design Pressure (pa0 brSingle Windows, AO Anchor Groups
Window Width
urder2V
25.15118'
27-Wr
3C'
33-10
3S'
37,
Wider 2r
+BW-130
+9d-130
+9N-130
49W-130
+OW-130
+q1-130
+90J-130
2545118'
+901-130
+OW-130
+901-130
+906130
+901-130
+M-130
+90/-030
383/9•
+g0/-130
+SW.130
+9W.130
+9W-130
+901.130
+10-130
+901-13D
48•
+9W-130
--130
+OW-130
+9W-13D
+901-130
+9W-130
+901-130
504/8'
+9W.130
+9W-130
+9W-130
+OW.130
+9W430
+9(Y-030
+OW-130
60'
+9W-130
+901-13D
+90/-130
+9WA30
+9W-130
+OW.130
+Wi 130
63•
+9W-130
+9W130
+9W130
+9W-130
+901-130
+Bur.130
+90/-130
72'
+901-130
+Bur-130
+9W-130
+901-130
+00/-130
+Bur-12A.O
+901-115.7
78'
..
+PoJ-1W
+9W-130
+Bur-13o
+90f-12a2
+9W-119.7
+9W-1096
B4'
+9OM30
+W-130
+90/430
+9W-13D
+9W-118.4
FOR GLASS TYPES:
6) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16' AN - .090' SG - 3/16" AN)
8) 7/8" LAMI. IG: (3/16' T -1 /4' AIR - 3/16" AN - .090" SG - 3/16" AN)
-SO-- SENTRYG BY KURARAY AMERICA, INC.
WIN W F-1
HEIGHT
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pmssue Osbr W4Ways Athchad to a VaMml Fran Assemhy Tube
Wfldow Width
25-15116'
27.914•
3('
334/r
35'
3r
Anchor Gmlp
-AnchorGmup_
Archor Group
Anctw Glop
Anchor Group
Anchor Group
Anchor Group
A
I B
I C
D
A
B
I CAD
A
B
C8D
-A--B-_C
_ D
A
B
C
D
A
B
CAD
A
B
C
D
under23'
+701-00
+7W41)
+70140
+70/A0
+701-W
+70/-80
4M-90
+70"10
+m50
+76LW
+701A0
+701-00
+781.90
+mAO
+7(11-80
+7w-W_1+70I-90--+7W-g8_
+7WSD
+7W-00
+711f-00
+701A0
+7W40
+mom
+7W-80
25.15118'
+mAO
♦701AD
+70/AO
+70/.M
+781-M
+701SD
+70140
+70PW
+701-09
+701-W
+7W40
+701-M
+7BI40
+mAO
+7(V-90
+mAO
+70r.80
+mAO
+7W40
+70141D
+711680
-+7W-9D-
-+701-80-
+m_80_
+mAO
3$-W
+70140
+701-7114
+%WAD
+7014l0
+m.80
+701-00
+7ar490
+70/-90
+701A0
+71VA0
+m410
+7W-90
+71Y60
+7WA0
+7(V-80
+7W-W
+7W48
+701-M
+M.9D
+701-OD
+7W-00
+7W-90
+701-80
+701-90
+701-00
48'
+70f-78.2
+/-81.1
+70173.1
+701-91)
+7WA4A
+71)PW
+70fA0
+70148.8
+7W-90
+701-00
+7(Y-73
+7(Y-90
+71Y-00
+mAO
+70%7A5
+701A0
+701-90
+mAO
+701-75.1
+701A0
+m-OO
+78/-82.9
+70%90
+7WA0
+70f5D
WV8'
+7W-72.3
+I.W.9
+/.89.3
+7WA0
+TW80.1
+70r-W
+mAO
+7W74.8
+7WA0
+7WA0
NE9.2
+7W-8&7
+701-00
+mAO
+7W74.4
-70PM
+7W�
+mAg
+m-71.2
+7glAO
+701A0
+m-78.6
+7W-89A
+mAO
+7W-90
+41
N�8.9
HS8.5
+7W-9D
+/47.5
+70188.8
mA3.
1
+mA1
+mAO
H$.4
+701-74.9
+F82,8
+7W438
+7WA0.3
W
94
3t.1
+M-W-2
mAO
+m80m.723
+fW796"
+70F8D
+58.1
+/.4&5
+/45.7
+701-M7
+/A4.3
t7W425
+701-00
+/40.1
+701-77.1
+78/40
+/5.8
+7071.3
N-89.8
+701-79.9
+7W.78.5
+TW78.4
a/.83.1
t+m7D'AAOpfir
Design PFWU= (Pe01Dr Waxbm Almched to s Flahant 1 Fm Aoaw y Md;o
WYdowWWm
order 23•
2515118'
27 7/P
30'
33-11Z'
35'
37'
Anchor
Group
Anchor
Gawp
Anchor
Group
Arwlw
Grow
Anctror Crap
Anchor Grail
AnrwGmW
All
All
An,
A
B
CAD
A
8
C80
A
S
CAD
undo.23'
26.16118'
+m40
+m40
+m40
+m40
+7W40
+7obW
+7W4D
+m40
+m40
+m47.6
+7W-00
+m40
+70IJg
+7W40
+7W40
+701=
+m80
+7Wi0
+7014D
+70FW
+TW47.8
+7W-7B.2
+7W40
+7W-00
+m40
3oWB
+m4D
+7W4D
+m4D
+mop
+m40
♦70140
+m40
+m40
+m40
+7W40
+m40
+70FW
t70/W
4r
+m4D
+m40
+7W-9D
+mop
+m40
-
+mop
+moo
+m40
+701-00
+7"
+moo
+7W40
66W
+mop
I +m-W
+m40
+7014D
+7W40
+70f40
+moo
+70M
+701-90
+m4D
+7W40
+70140
+701-
60`
+mop
+mAO
+70140
+7014p
+71Y40
+TW40
+7014D
+moo
+70140
+7W40
+moo
+70740
+mop
Sr
+mAO
+mAp
+70/40
+7af40
+70/40
+m40
+7W4D
+7W40
+70140
+70140
+70140
+70FW
tm40
72'
+7QF40
+7014D
+mAO
+m40
+m40
+m40
+7W4p
+7DFB0
+m40
+m40
+m40
+m40
+m40
76`
+m4D
+mAD
+7(/40
+m4D
+m40
+70140
+moo
+moo
+moo
.m40
+moo
+701A0
+701.90
B4'
+m40
+m40
+70140
1 +mAO
I+m-00
*m40
+m40
NOTES:
1) SEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REOU1R13W TS.
WOV�
FRAME
HEIGHT
ASSEMBLY
I
TUBE
10' MAX
ADDITIONAL
ANCHOR
(4), IF REO.
W0ID0'N
WIDTH
SEE SHEETS 1 A. 4 FOR WINDOW ANGKOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10' MAXxi��_
SEMBLY
TTWINDOW
HEIGHT
DDITIONAL
DNCHOR
RELL
TEE SHEETS 1 & 4 FOR WINDOW ANCHOF
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
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* ND.58705
(41
"7.S'ONAL IEN.�.
A LYNN MILLER P.E.
PF-A 68706
STRUCTURAL
OLYISOBUIYLENE
WITH DESICCANT
ExT.GLASS—v
KODISPACE
1tro 4SG TPS
6/16"
BUM &
DESICCANT
FOAM
EXT. GLASS �
STRUCTURAL
SILICONE
1/4' NOM. FOAM
WITH
DESICCANT
GLASS
c,/ `INT. GLASS
1D2 DURA SEAL)
EXT.GLASS�
ELT BUTYL
$l16' NOM.
GLASS
SUPER
SPACER®NXT-
IT POLYISO- DESICCANT FILL AR
�Bl)1'YLSE_VINTLILASS
/16'NOM.ICONE SE
ROLL -FORMED
STAINLESS STEEL
EXT.GLASS
103
XL EDGE'"
0 SPACER
Part #
Dewription
Material
100
Kommelling 45G TPS Spacer System
See this
Sheet for
Materials
101
Quanex Super Spacer nXr with Hot Melt Butyl
102
Quanex Dumseal Spacer
103
Cardinal )L Edge Spacer
O
NOM.
2.919'
.439'
2.7a4'
OFRAME HEAD,
SILL & JAMB
#7002, 6063-T6
1 1.356 rj
- -. G9S
2 ANCHOR PLATE
#7071, 6063-T6
35 BEAD B
#7036, 6063•T6
.nr
.870'.050'
T:::�_ L�-.- .569"
37 BEAD D
#7059, 6063-T6
.062'
NOM.
1.159'
2.139'
3 SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
.423•
FIXED
60 SCREEN FRAME
#7006, 3105-H14
36 BEAD C
#7042,6063-T6
.125"
2.701"
.06r
.093'
71 FRAME
ASSEMBLYTUBE
#70D4, 6063-T6
2203' +{
.093'
70 ADDON FLANGE
#134, 6063-T6
PRODUCT REVISED
as comgtying with the FiLvids
Building Cade 1-7-" 1& %.A
//111111 !!
�
Revised By: Dote: NO CHANGESTHIS
JR 05/25/17 SHEET.
Aorgnnace No
bcpieoti Date ��
BY
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.
Rovised By:
Date:
Revision:
* : No. 58705
®
Description:
Orewn By:
�D13E�
EXTRUSIONS & SPACERS
J ROSOWSKI
f
1070 TECHNOLOGY DRIVELNGN.
l t/e:
Date:
) 480o7A17275
(941) as0-1600
CASEMENT WINDOW DETAILS - LM & SM
08/08/12
III % 1
COPY
Pw mIl5II m►tR
Senes/Made).. Scale:
Sheet:
Orwing No.
Rev:
A LYNN NILLER P.E
"ILwQM R�___
CA-740
NTS
I 11 OF 11
MD-CA740-LM
C