HomeMy WebLinkAboutNOASeries CA-740 Outswing Aluminum Casement Window LMIr MIAMFNHAMI-DADE COUNTY
( PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/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.
DESCRIPTIO eries " A- " gutswina Aluminum C«ase M, in'no' w�L M I
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer,
1 signed and sealed by Anthony Lynn Miller, P.E., beating 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.
NIISSILE IMPACT RATING Large an mall 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 and renews NOA# 16-0629.21 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 17-0614.14
MwAOE.counrrr Expiration Date: April 11, 2
+ C1 J611/ Approval Date: September 14, 2017
\ t
Page 1
File COPY
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.12-1218.09)
2. Drawing No. MD-CA740-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 Lynn Miller, P.E.
B. TESTS
' i. - 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 fined window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasee spacer system, Super Spacer® NXTrm 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 Idahnis Ortega, P.E.
(Submitted under previous NOA No.16-0629.21)
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 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 NOA No.12-1218.09) .
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6a'
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 ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manael ZE"xa
.E.
Product Controm ner
NOA No. 4.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray. America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 50 Edition (2014) and with
FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0629.21)
G. OTHERS
1. Notice of Acceptance No.16-0629.21, issued to PGT Industries, Inc. for their Series
"CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16
and expiring on 04/11/18.
Manuel P P.E.
Product ControyEx
ydniner
NOA No.-0614.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
E-2
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 UTE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MUIMI-DADE COUNTY, USE ONLY MIAMMADE
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 I
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON
TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
6) 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 STRUCTURAUCYCLE 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 6TRESS DESIGN, ASO.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON
NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL.
TABLE 1:
Class Types
Sleet #
1
5116' Laml (118 An - A90" PVB -118 An)
5
2
7/16' Lam! (NIS An -.090' SG - 3/16 An)
6
3
7/16" Lem] IV% HS - .090" SG - 3/16 HS)
7
4
71W L.emi. IG (1/8' An - 7/16' Air -11W An - .09D' PVB -1/8" An)
5
.5
7/8'Lami.IG(1/8"T-7/16'Air-1/8'An-.09('PVB -119-An)
8
6
7/8' Lem!. IG (3116' An -114' Air - 3116' An - .090' SG - 3/18' An)
9
7
718' Lami. IG (3/16" An -1147 Air- 3/16' HS -.090' SG - 3116" HS)
7
8
7!8•Lami.IG&16'T-1/4"Alr-3/1B"An-.090"SG-3116"An)
B
9
7B'Lami.IG(3/16"T-1/4'Alr-3/16"HS-.090'SG-3116'HS)
7
'PVB'- TROSIFOLO EVB BY KURARAY AMERICA, INC.
'SG'=SENTRYGLAr BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING
I IMPACT RATING
VARIES,
SEE SHEETS 5-9
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
5116' LA"NATED
GLASS STACK
37" WIDTH
25.478' MAX. O.C. IF WIDTH IS
UNDER 33.476' (HEAD & SILL EXTERIOR
4" MAX
B, SEE SHEET 2
i
69'
VISIBLE
LIGHT
HEIGHT
(DLO)
1
1I \
I \ \
I
i
I /
I /
17-1&
3
MAX.
A, SEE O.C.
SHEET2 t
GLASS TYPE 1
GLASS
STACK
GLASS STACK
.OW TROSIFOL"Pa ,680-SGPSY KURARAY
BY KUMR/1Y Sll.'ANNE IIR AMERICA, INC.
AMERICA, WC. HEATSTRENGTH[}.ED
GLASS I 'HEAT-STRENGTHENED
f16'ANNen, cO CLASS
GLASS EXTERIOR 36 GLASS
11/16" GLASS BITE ! 11/16' GLASS BITE
GLASS TYPES 2 & 3
71W NOM. 716' NO A
6' MAX. GLASS STACK t-1
1 LASS STACK GLASS STACK GLASS
STACKED
I{-~ GLASS STACK � � � � � GLASS STACK
O.C. /1137 ANNEALED GLASS 3HIT'ANNGILED Oi
,e
USE ANCHOR
7116'A
PAIRATEACH
VB•ANNE'.
JAMB IF
TENFE1E'
HEIGHT IS
2W OR OVER
EXTERIOR
<71
76"
3.
HEIGHT
3
B
141/2' MAX. O.C. IF WIDTH IS
4' NIA,33A76" & OVER (HEAD & SILL)
30" VISIBLE
OPENING (DLO)
TYP. ELEVATION OF CASEMENT WINDOW
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-04
•ANSVAF&PANDS-2015FOR WOOD CONSTRUCTION '
-ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
•AISC 360.10
1 /
OVCENSF
GENERAL NOTES ........... _...... .......
1 ` � •- ••.,
ELEVATION ........... _.............. ....... _.1 '••'P
GLAZING DETAILS_ ................ ........ 1•
INSTALLATION_ ..............__.._.__... 2 * : N0. 58705 •: ,k
ASSEMBLY TUBE DETAILS.-....*...-. 3
ANCHOR SPECIFICATIONS.._...._.. 4
ANCHORQUANTITIES ......... ........ ..4
DESIGNPRESSURES..........._.........5-9 i0�•••.. P•,•'•��
ASSEMBLY DETAILSBOM .............. 10 �i (C ......
EXTRUSIONSISPACER ....................11 'ii sis••'.....-•%1%%o
ONA� 1j1��
A LYNN MILLER RE
.690•TR0SIFOL5PVB 114'M
BY KURARAY 3116•A'
AWACk INC.
,IIVAN iEALED
EXTEWDR
11/16" GLASS BITE
.09D• SG®BV KURARAY
AMERK:IL, INC.
_3116'ANNEALEDOR
HFAT44TRENGTHENED GLASS
11/ GB1 LASS BITE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
7W NOM.
GLASS STACK 7/16•LA0.9NA7ED
GLASS STACK
3H6'ANNEALEDOR
EATSTRENWHENED GLASS
" woo
NuclegTilwill"
3N6'ANNEALED OR
—HEAT -STRENGTHEN
GLASS
11/16' GLASS BITE
PRODUCTREVISED
ss COMPlliN with do Florida
Building Cod44D
GLASS TYPES 8 & 9 Accepta6eovised By: Date: RevlefJR 05l25/17 UPDATFDA14CHORAGE
PER FBC 2017.
Wk d OYA Date: Revision:
GLAZING DETAILS I J ROSOWSKI
N. VENICE. FL 34275
(941) 480-I600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
COPVRIGW*2017
PGramUSTRES.M Series/MOON: Scale: SIl-' Droning Na. Rev:
A1iNGN78°___ CA-740 NTS 1 OF 11 MD-CA740-LM C
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHOR$ DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET 4
EXTERIOR
a
35.37
ATTACHED TO
FRAMEJAMB
ATTACHED TO
VENT JAMB
a
WINDOW 81
HEIGHT
VISIBLE C
LIGHT
HEIGHT
(DLO)
ATTACHEDTO
FRAMEJAMB
C
ATTACHED TO
VENT JAMB
a
38 39
EDGE DISTANCE
EMBEDMENT
TYP. ANCHOR
TYPE,
EMBEDMENT-
AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE 3.
SHEET4.
JAMB
HARD-
WARE
BUCK
HEIGHT
TO FRAME
JAMB
CONCRETEICMU
PERANCHOR
REQUIREMENT
is
INSTALLATION
OPTION 2
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY.
W MAX
SHIM
ATTACHED TO
BUCK WIDTH
� v
EDGE
DI84
STANCE
BELOW OPERAI
82 82 ATTACHED TO VENT SILT
EMBEDMENT i 24 VISIBLE LIGHT WIDTH (C
70 FOR SNUBBER REQUIREMENTS,
SEE TABLE 4. SHEET 4.
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
SEE DETAIL
NOTES: Al, BE[
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 3. SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
2) ALL WOOD BUCKS LESS THAN I-12'
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE 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 TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OFTHE.ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 114'.
1
19 84
IXWOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
TYP. ANCHOR TYPE,
114' MAX SHIM
EMBEDMENT AND.EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 4.
CONCRETE
EMBEDMENT
INSTALLATION
PER ANCHOR
OPTION 3
REQUIREMENT -'
INSTALLATION ANCHORS
EDGE DISTANCE
THROUGH IX BUCKSTRIP
VERTICAL SECTION B-B
INTO MASONRY.
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
EDGE
DISTANCE
Ili
DE APPROVED
.ION, ALUMINUM,
EL FRAMING OR
STEEL STUD.
WINDOW WIDTH
EXTERIOR
HORIZONTAL SECTION A A
EGRESS FORMULAS: 10,
WIDTH, WASH HINGE: WINDOW WIDTH .13.12
NOTES:
WIDTH, EGRESS HINGE: WINDOW WIDTH -7-1rl
h
1) WHEN INSTALLING
COMBINATION UNITS,
HEIGHT: WINDOW HEIGHT -B
ADDITIONAL INSTALLATION
VISIBLE LIGHT FORMULAS:
11PMAX.
ANCHORS MAY NEED TO BE
WIDTH: WINDOW WIDTH-7
INSTALLED THROUGH THE
WINDOW FRAMES AT 10' MAX
HEIGHT: WINDOW HEIGHT-7
—
FROM EACH SIDE QF THE FRAME `
ASSEMBLY TUBE CENTERLINE.
SEE TABLE BELOW.
iF 10' MAX. I IF1
L—tr• SEE DETAIL AZ BELOW
I
DETAIL DETAIL
Al AZ
ACENSF''4�
*� No. 58705'
%p0 •'• �:• <//��
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
����
�i�•'•.!`7ORiDl*,.'
ss •'• �G �
(941) 480-1600
��IVAL+PGT
INDUSTRIES. 1
ALL RIGHTS RESERVED
A LYlW Mfl I FR P.E
CERT. OF AUTH. #29296
P.E3tie705
Additlontl Amhom Rtquned on each
Side of the Fremt Aeaembi Tube (FAT)
LL
ltx
window
Width
Are" PIS
lr.25.9'
1 0
28'*
1 i
t-
Lai
Window
Height
Anchor Tipe
A
B. C & D
1r-25.8'
1
0
2-
1
1
JR 1 05/25/171 NO CHANGES THIS
PRODUCT REVISE
as complying with ttn Florida
Buildegg Code
AcceptaettiVO �-��4'-�¢
'eatiot Date
Dy
SECTIONS & INSTALLATION I J ROSOWSKI
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
i14-lMode]. Scam: 51-1: Drawing W. Rev:
CA-740 NTS 2 OF 11 MD-CA740-LM C
CASEMENT (X)
WINDOW ; a HEIGHT
WINDOW I _
WIDTH I�
*S�EMRIESIAERIOR
WINDOW fl
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. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
5) USING THE TABLE LABELED
WNNDOWANCHORS REQUIRED'
(TABLE 2, SHEET 4). DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PERTHE
INSTRUCTIONS ON SHEET2.
CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO)
FIGURE 1: 10, SEE NOTE 7, THIS SHEET
740� I 740
SERIES FRAME SERIES
CASEMENT ASSEMBLYCASEMENT
WINDOW TUBE WINDOW
1 S
FIGURE 2.
740 SERIES/
AWNING
�Q
WINDOW
_
/
D FRAME
l_ ASSEMBLY
TUBE
FRAME ASSEMBLY TUBE NOTES:
10', SEE NOTE 7,THE
D
SHEET
\
1) DIMENSIONS SHOWN ARE
740 SERIES
TIP.TO-TIP DIMENSIONS FOR EACH
—CASEMENT
/
INDIVIDUAL WINDOW. FOR SUES NOT
/
WINDOW
SHOWN, ROUND UP TO THE NEXT
/
AVAILABLE WIOTROR HEIGHT
DIMENSION SHOWN ON THE TABLES.
E
FRAME
2) ANY 7404WRIES PRODUCT
_
ASSEMBLY ��
(CASEMENT, AWNING OR FIXED
/
E TUBE
CASEMENT) MAY BE ATTACHED TO
/
THE FRAME ASSEMBLY TUBE. FOR
740 SERIES
ALL WINDOWS. USE THE WINDOWS
FU(ED WINDOW
/
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
*SEE PRODUCT'S NOA FOR
3) ALL WINDOWS IN THE
INSTALLATION SPECS
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLYCOMPLY THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA
MIN. # 12 X 1' SMS
THROUGH
INSTALLATION HOLES
MIN. #12X Lt
1' SMSI
THROUGH
nSERIES
INSTALLATON
HOLES �
FRAME
740 SERIES
�(TERIOR
ASSEMBLY
CASEMENT
WINDOW _ 5
TUBE
WINDOW
V
EXTERIOR
HORIZONTAL SECTION C-C
a
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D
740 SERIES
AWNING
WINDOW
—ASSEMBLY
TUBE
740 SERIES II
CASEMENT
WINDOW
EXTERIOR
a
740 SERIES
4) FRAME ASSEMBLY TUBE TO BE
CASEMENT
FASTENED TO WINDOW. ASSHOW IN
WINDOW
DETAILS, WITH MIN. #12 X 1' SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
FRAME
OPPOSITE FRAME MEMBER.
VERTICAL SECTION E-E
TUBE
MIN. #12X
1• SMS
THROUGH
INSTALLATION
HOLES
740 SERIES
FIXED
CASEMENT
WINDOW
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 6.9, FIND THE SHEET FOR YOUR GLASS TYPE.
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSF)FOR W/NDOWSATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE" OR -DESIGN
PRESSURE (PSF) FOR MAIDOWSATTACHED TOAHORIZONTAL FRAMEASSEMBLYTUBE, DEPENDING ON WHICH WAYTHE FRAME ASSEMBLY TUBE 15 ORIENTATED. 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 '9WNDOWANCHORS 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).
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 LS
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:
AddiOonal Anchors ReWred on each
Sldo of the Frame Anwmbl Tube A
u
Window
Width
Anatw
A
B, C & D
17-25.9'
1
0
26'a
1
1
f
rai
IlWrdoW
He1BM
Anchor
A
B, C & D
1T-25.9'
1
0
Z6'�
1
1
PRODUCT REVISED
as complying with dw F(8ide
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// Revised By: Date: Revision:
gm m>Wm
J ROSOWSKI 05/25/17 UPDATED TABLES.
�� •�''•,•'f'�.yi Drown By: Dote: R
Z ; 0 : f� .o y J ROSOWSKI 08/08/12 00
in Z 2 ^ '�1 :7� - 0 Description:
ANCHOR TYPE AND QUANTITY . b r'6
9 �yZ � 1070 TECHNOLOGY DRIVE Ir
•o '.•'2 N. VENICE, FL 34275 Title:
m : �'••.• .'�� (941) aao—lsoo CASEMENT WINDOW DETAILS - LM & SM m
'� ��,�//" '• . . • ^ COPYRIGHT02ot7
"� •' • ' \\\\ PGT INDUSTRIES, INC. 5erie /Model: .. _ Scale, Sheet: Drawing No, Rev.
�R * \\\ ALL RIGHTS RESERVED �.
CERT. OF ALITH. #29296 CA 4�! NTS 4 OF 111 MD-CA740-LM C
Design ptessum (pail for Sh gie WNdo^ All Anchor Groups
WI dow Width
udeG2r
2545116'
27314"
30"
33.1/2'
3S
37'
und0r 23"
+90/-130
+801-130
+0-13D
+9N-130
+9W-130
+W-13D
+901-130
25-15116'
+9g1-130
+9N-130
+901-130
+W-130
+0-130
+801-130
+901-130
38318'
+901-130
+90/-030
+W-130
+901-130
+90/-130
+901-130
+901-130
48"
+Bp/-130
+GW-130
+9W-130
+90I.130
+9DI-130
+901-130
+9W.130
x
50,W
+901430
+901-130
+SW-130
+8W-130
+9W-130
+9N-130
+W-130
60'
+9W-130
+9W-130
+9W-130
+90f-130
+901-13D
+9W-130
+10-130
er
+9W-130
+gW-130
+9W-130
9W +-130
+9W-130
+9W-130
+BW-129.8
7T
+BW-130
+9W-13D
• +901-130
+90/430
+g01.129.1
+901-122.5
+90/-113.8
78'
+8W130
+901-130
+8W-130
+9W-136
+9W-12A.1
+901-118.7
+9W-107.8
W
+BW-130
I +M-130
+M-130
+M-130
+9W.11&4
I T-
H9Nn HEIGHT
SEE SHEETS 18 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Dmtn Plessue 0s01ar WhMwra A0achud to a bl rizardW Frame AcmMy Tube
eWhMaWWimh
27314'
30'
33-172'
35'
3T'or
Anchor
Group
A.O W
Getup
Ahor
Group
AnohW �
ArehWGroup
Anchororaupup
AD
AD
AO
A B C&D
A B C00
A B C&D
urdcr23•-00
25•IW10'
r+701-60
+7014D
+7a80
+TW-00
+70WO
.70140
+70/40
+70140
+7W90
+T"T.e
+TW.90
♦7W-00
+70140
+TW4o
470140
+70I.03.0
+7W40
+701-90
+7W-00
+7W40
.7W47.0
+7a1.792
+7W40
+7W40
.70140
WWr-90
+70WO
+70140
+7W�
.7W4o
+7W40
+7a40
+701-20
+7W40
+7W40
♦7W40
+?W40
.70190
48'
40
♦70WO
+701-90
.70140
+701A0
.7111J1)
+70190
4TO14D
+7V40
+701-00
+7W40
+701.90
.70P00
50- W
+711140
.7W40
.701-00
.70140
+70140
.7111-0D
+70140
+TW40
+7W40
+70r40
+7W-90
+701-00
.70/40
6V
+M40
+7W-00
+70140
+701-90
+7W40
.70140
+701-00
+7014111
+701-00
+78f4D
+70E-00
+70140
+70WD
ar
+701-00
+70140
+70140
+70140
+70140
+70140
+7W40
+7W40
+7W-00
.70f40
1 470'40
+M40
.701.90
7r
+701-00
+7W-00
♦70140
+70140
+7W40
+7W40
1 +70/-0o
1 +70f9D
+7W40
1 .7W-00
1 +7W40
+7W+10
+7014D
78•
+701-0D
+7W40
+7W40
+7W40
+7W-90
+7W-W
I +7W-00
1 +701.91)
+7W-0D
1 .711140
I +70F4p
+701-W
+70/4D
04'
+7W-0D
+7W4D
+7c1-W
+7W-90
+7W-90
+79LN
+7W-00
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
FOR GLASS TYPES:
2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN)
GS SENTRYG Y KURARAY AMERICA, INC.
WINDOW
FRAM .
HEIGHT
ASSEMBLY
TUBE
10• MAX.
ADDITIONAL
ANCHOR
(4 IF REC.
1A9rmai
WIDTH
SEE SHEETS 1 8 4 FOR WINDOW ANUfUR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
10'MAX —� ASSEMBLY
TUBE
WINDOW
HEIGHT
III WINDOW I ADDITIONAL
Imo— Arx210R
(4I IF REO.
SEE SHEETS i & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
aa00i41-7' REVh dim F(ceidA
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`=
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��"1SSZONAL
E? ``\\
Design Pressure (pal) bw Shvis Wlndcws, All Anchor Groups
Window Width
under 2Y
25-15118•
2744•
3v
35'
37'
under231
+GW-130
+a-130
+SDI-13
+8a-13
+901-130
+901.130
+901-1300
+8-130
+a-130
♦a0
-0
+9130
025.1&19-
+9a-130
4001-130
+9a-130
398-
+9a-130
+90-130
+9a0
+a-130
+9W-130
+9a-130
+9a-130
48•
+90/--130
+a-130
+901-130
+a-130
+9-130
+9D1-130
+9a-130
50&S-
+9a-130
+0-13D
+9a-130
+9a-130
+9a-130
-
+901-130
4901-130
BD
+SQ1.130
+91-130
+9a-130
+9a-130
+901-130
+a-130
+a-130
or
+9a-130
+901-13D
+90/-130
+a-130
4=430
+9a-130
+a-130
7P
+a-130
+Ba-130
+9a-130
+9/-130
+9-130
+Ba-130
+a-130
7
-130
Ba-130
+9W-13D
+a-130
+a-130
+901-130
+9a-130+0130
a
+901-130
+9a-130
+a-130
+33.1/T
M-130884
FOR GLASS TYPES:
3) 7/16" LAMI (3/16 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" LAMI. IG: (3116" T -1/4" AIR - 3116" HS - .090" SG - 3/16' HS)
-SG-- SENTRYG Y KURARAYAMERICA, INC.
4
WINDOW
HEIGHT
11
-4 WINDOW F�
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
I A"LC 72:
. Design Pressure (psQ for Windows Attached to a Vogul Flame Assembly Tub
Whtdow Width
m
under 23'
25.1a18'
27.314'
30'
9S1@-
35'
3T
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
ArcbrGrohO
A
0
C
D
A
B
C&D
A
B
C&D
A
B
I C
D
A
B
C
I D
. A
B
C
D
A
B
C
1 D
under 23'
♦70140
+701-M
+7a-90
+70190
+701&0
+70190
+7a40
+7a-90
+701-80
+701-90
+701.80
+7014D
470190
4701430
+M-90
+70190
+701-90
+701-90
+70f.90
+70f•90
+70f-90
+701-90
+701410
+70f-90
+7W-%
+70/50
25.15/10'
+701-90+7a90
+7a-90
+7a90
00140
+7a40
+701-90
+7a90
+7a4D
+7a410
+7a40
+70/90
47a90
tTa90
+7a90
+7a90
+7a90
+7a90
+7a•90
+7a90
+7a43p
+7a90
+7a90
+7a9D
+70190
+70I-90
3&W
+701.90
+7a-70.4
+70190
+70190
+70190
+7a90
+701•93
470190
+70190
+7a•90
+7a40
+70/90
t70190
+70190
+7490
+71V90
+71V90
+70190
+70190
+70/40
+70190
+70AW
+70190
+70190
+70190
+75755
=
49'
+701-782
+141.1
+7W-73.1
+70190
+701.84A
+70/90
+7019D
+701.78.9
+70190
+701-90
+70/•73
+70190
+7a90
+70190
+7111-78.5
+701. 0
+70190
+701-90
+7a-75.1
4701911
+701-M
+70190
+701429
+7a-M
+70190
N0190
505/B'
+701.72.3
t1-67.9
+/•89.3
+701-90
+701-00.1
+70140
+711f90
+701.74.B
+70190
+70190
+/992
+70198.7
+70190
,7a4D
+701.74.4
+701.90
+7a4D
+701-90 �
+701.712
+7a9O
t7a90
+7a90
♦7a-78.8
+7&99.9
+70190
+70PW
6D•
+l41
t/•4&9
L---
,158.5
+7a90
+/97.5
+7019&8
+7a90
+1433.1
+7a41
+7041D
N58.4
+7a•74.9
+7a598
+70190
+1.828
+701.63.9
+7a40.3
+7ww
+/40,/
+70/-K2
+7a90
+701-M
+/90.3
+701.75.9
+7a90
+7a-90
89'
+/-58.1
+/.55.7
+7a95.7
+h8Q3
+7014aS
+7a-00
+/90.1
+7a-77.1
+7a4D
+155,8
+7a-71.3
+7a-g5.3
+7a90
+1-%8
+70%79.9
+7a-7B,5
+7a90
+157.2
+7D/-7&4
+7a90
+7UTO
+l•83.1
+7a-72.5
+7a98.5
+7a•90
R
D931tph Proseum (paQ for Windows Attached to a Horizmtal Fremo Asesmtdy Tune
WINDOW
HEIGHT
10'NIX
w
FRAME
ASSEMBLY
TUBE
ADDITIONAL
ANCHOR
(4). IF REQ.
VwntlowWdlh
mftr23'
25.15116•
279l4•
30'
33.112•
5S
3T
Mwhor
Group
Ancbf
Group
Anchor
Croup
Anchor
Group
Anchor Group
Arxhor Group
Anchor Group
All
All
All
All
A
0
C&D
A
B
C&D
A
B
I C&D
under 23'
+7a40
+70190
+701.90
+70190
+70190
+70190
+7 90
+7a93.B
+70/•90+7
+7a- 9.2
+70/9D
25-1a18-
+7"0
+70190
+7a-90
+7a90
+7a40
+7a4D
+7a4D
+7a4D
+7a-90
+7a47.8
+7a40
+701-90
3"It-
+7a-9D
+M-80
+7a-90
+7a90
+TW-90
+M-90
+7a40
+701.90
+7a40
+70/430
+701430
+70/4D
48-
♦7a4D
+7a90
+7a-90
+7a90
+7a90
K+701W.8
+7a-90
+7a90
+7a41D
+7a40
+701-90
+7a90
+Ta40
WW[UtHw
5D•518.+701-90
+7a4D
+7a-9D
+701-90
+7a40
+7a40
+7a90
.701-90
+701-90
.701-90
+7a40
+7a-90
+70/40
+7a4D
+7a4D
+701-BD
+7a-8
+70%90
+7a90
+7a•90
+7a90
+TOW
+70140
+70190
SEE SHEETS 1 & 4 FOR WINDOW ANCHOF
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
3'+701-90
+70190
+7a-BO
+701-90
+701430+7a40
+7a4D
+7a90
+7a4D
♦7a90
+7a90
+7a-90
72•
+711A80
+7a90
+7a90
*7a4D
a7a90
+7a90
+7a90
+7a-9D
+70190
+7a90
+7a90
Na4D
76'
+70190
+7a-90
+7a90
+7a4D
47a40
+7a90
+7a4D
+Ta90
+7a-90
+70/40
+7a4D
+7a4D
+7a-SD
84•
+7a-90
+7a4D
+70.90
+70141)
1 +70190
+70190
+701-901
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
FRAME
10- MAX ---�-I ASSEMBLY
TUBE
WMDOW
HEIGHT
i-
41 WINDOW ADDITIONAL
WIDTH ANCHOR
(4), IF REO.
SEE SHEETS 1 & 4 FOR WINDOWANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADOITIONALANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCTRBYISEDD
ae camplym8 with ftFW&
BwId�in�gd, �/1 / �� 14 7
7dimnh ads Paodact
0j
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o z
rroi
U
Lylvfy
............
%tCEN&4P :C(
* : N0.58705
`moo
`'�.s ZONAL rc�. •
FOR GLASS TYPES:
TABLE 145) 7/8" LAMI. IG: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) os 00mi4ina with ow FlIarms
B";ta�csoae �I
'PVB'=TROSIFOL VB BY KURARAY AMERICA, INC. Accrylance T70
P; fi91c 3
Dy
Miomi t
a U
WINDOW
HEIGHT
w J
0
w°"W� a tZ ai Z¢
{yam U
SEE SHEETS 1 & 4 FOR
WINDOWANCHOR 0 o
LOCATIONS AND QUANTITIES. - Z J o
15 r
c A J
D LL
H �O
d W 400
ti CM 0
N
tl.I
N ix O
� CD a f-
s In o U N Z
g0 00 � Z
w
co a- Zw O
O O Z w
o r
xwmw�
SEMBLY FRAME O O "� rn W 1 U
10' MAK i 111TABLE IS: WINDOW m
HEIGHT
WINDOW FRAME Arim RyHEIGHT ASSEMBLY I O@ TUBE NC14 OVALC--�'1NCHOR zr.i a Q
10' MAX. (4), IF REQ.
T SEE SHEETS 1 & 4 FOR WNDOW ANCHOR >
1 ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET �n Z
ANCHOR 3 FOR ANY ADDITIONAL ANCHORS rWi
(4), IF REC. REQUIRED FOR THE FRAME ASSEMBLY
TUBE
wlrlDow� .`�pN,...... Nj�l�.,:
at vOENS�c .•
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR .� Q':' • • •. Ft
LOCATIONSAND QUANTITIES. SEESHEET * ; NG.68705
3FORANYADDITIONALANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. y
' O
0NAL tE
NOTES:
1) SEE SHEET 4 FOR ADDfftOWLL SAMPLE CONFIGURATIONS. A LYNR NLIErL P.E
2) SEE SHEET 4 FOR SNUBBER REQUIREMDM- P.Ea5B705
Oeslgn Presque (wA w Skrgle YJlndsws, al Anchor
loupe .
wBtmw Width
tsafer23'
25.15116'
27$14•
30'
33.1l2•
3S
3T
urdesz3•
.7a4K1
+Taeo
+7a�o
+7a-90
+Ta�O
+7aao
+Taco
zs-tsrts•
+Taco
aa410
+7a4to
+Taco
+Tm-90
+Ta•9D
+Ta•90
38318'
+Ta4lp
+ro�•Bo
+Taco
+7a-eo
.7a4m
+7a-90
+7a-90
as•
+Taco
+Ta-Bo
+Ta•90
+�a-90
+Ta•eo
+Ta•Bo
+Ta-Bo
sows•
+7a-Bo
+Ta-90
+rol�o
+Tm•eo
+Ta•eo
.7a�
+7aao
BO'
+7a-90
+70150
+7a�0
+Ta•80
+7a•80
r7a•88.5
t7a�4.8
ss•
rTa•BO
+7m•90
+7m�o
+Ta430
+ra-ens
+Tara
+Taao.9
72'
«7a-90
+7a�0
«7aB8.5
+7a�1.S
+9aro
+801439.4
+Ba87.B
7e•
wa-90
+Tor.Bo
+Ta-ss.3
+Taas.T
+sa�Ta
+sa$s.s
+saay.3
84•
Na�O
+7a410
r7aJ31.3
+8a 70
•fi0/•81.8
TABLE
Dasltln Pressure (pat) for Wlydoxs ANaohad to a Veotkal Fnmo Assembly Tube
Wbubw Wwlttr
m
tmderZ3•
26.16/15'
27514•
70'
S3-012'
9S
3T'
AnchorOroup�
Anchor Group
Anchor Getup
Anchor Group
Arrelor Group
Anchor Group
Archor Oroup
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
tmGf29'
r7a•80
+7aao
+TOF80
+7m-00
+70J-90
+701.80.
+7m•90
+7a-90
+7a.90
+70f•BO
r7a-90
r7m•90
*7a-80
+7a•90
*7a-BO
+7aA0
+Tm-90
+7a-0D
+70h�
+7m-BO
+7a-90
tTa•90
+7a•80
+7m•BO
25.15118'
+7m•80
+7a�0
r7a•80
+7a-80
+70F80
t7a410
+7a-9D
+7m•BO
+7a•BO
+701.80
r7a•80
+7a•80
+7a�D0
+7a-80
+70%90
+7a30
+7a-90
+7a30
+70/-90
+7a•80
+7a�0
t7aJ90
+7aS0
+TOIAO
Lr
98318'
+7a•80
+7a-78.4
+70/-80
+7a•80
+70/$4.i
+7a-90
+7a-BO
+7a•79
+7a•90
+70%00
+7a-73
+7a�90
+7a•80
+70F90
+7aa1.5
+7a-90
+7a430
+7m-0D
+7a-78.3
+7aA11
+7a•80
+7a-74
+7aJB0
+7a-00
4S
+TO/-78.2
+/•81.1
+7a-78.1
+701�0
+1.87.5
+701•Bfl
+71Y-80
+/•Gt,t
+7a-00
+70!-BO
+f•68.4
+7a•BD
+701.90
+7a•BO
+l-BSA
+701-03.B
+7a-90
+7mA0
+/$2.8
+7a�o
+70/•80
+/d9.2
+7a•90
+7a4i0
50.5/B'
+7m-72.9
+/-57,f)
+/-08.3
+70/•80
+/-04
+70%90
+701.80
+l•b9.8
+7aA0
+70F80
+!$5.4
+7a�8.7
*7a-80
+7a-BO
+/-82
+7a-79.5
a7aA0
+7a-00
+/6D.3
+7a•90
+7m•90
+1.68.1
+7a•88.8
+Ta-BO
Bp'
+!-01
+N&B
+/-5&6
+7a4)0
+/-54
a
+7a•BO
+/•50.9
+Ta4S1
t7aA0
rl-08.7
+7a-74.9
+7a�9.8
+7a•90
+/-52.3
+!•07.1
+7a�0.3
+Ta.9p
+/SD.1
+7a�02
+70/-08.6
+/�7.4
+7a•75.8
+7a-B4.9
83'
+65&1
+/�4a.5
tld5.7
r7a-88.7
+!•5t.5
+70/•82.5
rTa•90
+/�8.1
+7a-77.9
+Ta•85,3
+7a-90
+1-09.8
+/69.9
+70/-75,5
+Ta•57.2
t/-0T.7
+7a•78.4
t7a-04
t/-05.1
+7W-T2.3
+7a-78.B
OealBn Pwseue 0�) V Whrd"aa AVeGled ro e tk4zo�1 Frama AsaamGy The
WI4M '
RWurdow
rarert Zi'
2e-1S/tS
27�Q
30'
3i1?
�'
3/'
Anchor
Group
Abhor
Grout
Arctor
Gray
ardor
GrariP
Arr4or Goup
Anchor Group
Aloba Graf
AN
aB
al
as
a e cao
a B C&D
a e C&D
urWr23•
rTa•90
r7a-W
a7a•W
+7aA0
+7ad0
+7a4i/,8
+701170
+7a-Be
+70I-W.e
+Ta•W
+7a80
e7W-78Z
+7a�0
2b16110'
t701-00
+7a-a0
r70/-90
+7a-90
+TY.90
+iaAO
r7a-W
r7a-80
r7a410
.7a117.e
r7a•90
+TaAD
383�6'
aTa�O
+7aA0
+Ja•90
+7a410
rTa-80
+Ta�O
a7a-00
t7aA0
+101-90
r7a�8.B
+7a-BO
+7a9046•
+7a-90r7aA0
r70%80
+7a-m
+7aY-90+7a-90
a71Y-90
+7a-ao
+70FB0+70I4r0+70%80NaAOEOSr�+7a-80t70FODaTa4i9afp+70%80r7a�or7014pr7a�80+701-BOr7ae&e+70I-DO+7a-00r701•Wa701-90rr7a-9B+7a50r7a�0r7a�8.0aT0Y8a8+7a4N.8tL'T+7a•80r+Ta{!0r7(y-90+7a�72+7aF1.2+7aBT2+7aA4+72
k::
r7a•BO+7a•W
r70/419.r7a�813+ea-70+901-70rBa•70+60l.�A
+60.r�.4.60FE7.etAlfiTB
+d797'S7a•BUNa�O+la-Ba3rTa•78.7+EDF87.2+6ati/.2+8a8T.2
+50F862
+50!!d2
+fid8t3
+WI61.3
+Ba8L9
e4'
+701.90
r7a�0
+71V-Bt.3
+Ba-70
+enlBt.e
+9a1it.8
+6a�t.e
FOR GLASS TYPES:
TABLE 17: �AOT?F1C"TRG\fTSBl1
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) ;tea !?-OG t4 •!4
-So-- SENTRYG SY KURARAY AMERICA INC.
:pimtlon Date
q
WINDOW z U
HEIGHT
L- I W CD
WINDOWyyF� -1
co
SEE SHEETS 18 4 FOR H 06 a V
WINDOW ANCHOR
LOCATIONS AND QUANTITIES. IW" Z a
TABLE 18 r
J LL
e O
a W �0
N
�.
� Lu 0 co
O
0 y
0 0 Z " ZLu
EL z
O O Z 3. w
o � v r
FRAME •� uJ
'5 W =' Q " U
10• MAKXWINC
SEMBLY rg 7 -'i ♦'� U y
-11--
TABLE18W'�HEIGHTDITIONALa
NCHOR �'-
WIDTH (4),IFRED.
o
SEE SHEETS I & 4 FOR WINDOW ANCHOR �o Z u
LOCATIONS AND QUANTITIES. SEE SHEET \ 1111 11 I /
3FOR ANY ADDTTIONALANCHORS
TUBE. REQUIRED FOR THE FRAME ASSEMBLY ``�� �� .........
?�
SEE SHEETS 1 S 4 FOR WINDOW ANCHOR No. 58705
LOCATIONS AND QUANTITIES. SEE SHEET = �G(}
3FORANYADOITIONALANCHOR3 '•9 :�' �t •��
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
S
`sZONAL ENG���
NOTES: 111111lll\
1) SEE SHEET4 FORADDTTIONAL SAMPLECONFIGURATIONS. A LYMI Me I rR PE
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEN56705
DealOn Pleesuro mep tx9irgb Windows,
AA Anchor Omups
Wlydow Wldth
undet23'
25.15116'
• 27J/4'
30•
33-1/2'
35'
3T
under 23'
+90/-130
+BOf-/90
+9a-130
+�f-130
+9a-130
+901-130
+901-130
25•iS/18'
+9pl-130
SW-130
+901-130
+�1-130
+Ba-130
+Ba-130
+90/-130
3831B•
+901-130
+9p/-130
+901-130
+9a-130
+90f-130
+801-130
+90/-130
46•
t901-130
+�I-130
+90h130
+9a-130
+9a 130
+901-130
+901.130
505/8•
+Ba•13D
+8a-130
+90/-130
r9a-130
+9W-19D
+Ba-030
+906130
60'
+9p/-130
+8a-13D
+90%190
+9d-130
+901-130
+gp/-1�
+90/-130
B3'
+9d-130
+9a-130
+90%130
+�1-130
+901-130
+9d-1�
+8a-13D
72'
+90/-030
+9a-130
+Ba-130
+9a-030
+90/-130
+901-17A.6
+8a-015.7
78'
+9a-130
+9d-130
+9a-130
+9a•1252
+9a-11&7
+9d-109.6
B6•
+80/•130
+9a-13D
+80/-130
+�-13D
+8a-11S.4
Oeelpn Pmeure �fj br WOdowe Attached W ■ V"dlad FYerne Aetamby Tube
Wl�dsw WNth
m
order 23'
21L15I18'
273�4'
30•
33.1@'
3S
97•
grchotGmup
ArchorGmup
Arrd�orGetup
Anchor Getup
Anohor6mup
AnehwGetup
AnehsrOnwp
A
B
C
D
A
B
CSD
A
B
C8D
A
B
C
D
A
B
C
D
A
B
C6D
A
B
C
D
urdet23'
+7aao
r7a4)0
+70/A0
+%B/4a0
+7014�
+7a�0
+7a$9
•m-BO
fmSO
+7a•BD
*7a•BO
+701•BO
+7a@D
+mao
+m•Bo
f7a�p
+7aA0
+TOIGO
+mow
+m-90
+m•eD
+7aaD
+m410
+7a�0
f70I410
25.15I1B'
+7a4�
Na•BO
+70I.90
+70/-BD
+mAO
+70%80
+70f50'
+m-90
+7d•BO
+781-90
+7a•80
fm•BB
.7a�D
+m-00
+mSO
+7a�0
+7a-00
+m-BO
+m�0
r7a�80
+7a•90
+7d�0
+7a•BO
+m•BO
f7a•BO
38318•
*7aAD
+7a-78:4
+7a410
*70/�0
+m4W
*70F90
+701�0
+m�0
+7a�D
+m•BO
+m4q
+7a•80
+7d�0
+Td4I0
+maD
rmAO
f7a•BO
+70V-BO
+m•BB
+701.OB
+707.9B
+7a•BO
+7a•BD
+7a�0
fm-00
aS
q8•
+7a•75.2
+/61.1
+7a 13.1
+7asD
+701$4A
+7pf B0
+m-BO
+7a-78.0
+7a-90
+7d-90
+m•73
r7dS0
+7a•W
rm�0
+70t-7G6
+Td-90
+m�80
+m-BO
fm•76.1
r7a•BO
+m•BO
+7dA2.8
fm@0
+7aJ3p
+7a.9D
64d1B'
+7a 723
r/d7.9
+)�9.3
+7aAD
+7N4)0.1
t7Dh98
rm•BO
r7a-74.8
+m�0
+7a•BD
+1E9.2
+7Dl-59.7
+Tapp
+7a�0
+m•74.4
+m-BO
•mom
+m•W
+Ta•71R
+m-0B
+7a�D
+7a-7B.8
+mJ>9.9
+Tamp
+7a•80
60•
+/4i1
+/•4BB
*/58.5
+701AD
+l4i/.6
+7D1�8.8
r7DF90
+Ni3.1
+7a$1
•70/�0
+ldBA
:70F74.9
+7a4<9.S
+7a�0
fFB29
*mA3.B
+7d4l0.3
+7d�B0
M•60.1
f7d4102
r7a•00
+/�8.3
+7BL75.B
r701�0
r7a•BO
Sr
+/dB.1
r/.gB:S
M-6S.7
f7d•88.7
+F84.3
+70/-026
+7a4i0
+!-6D.1
r7a 77.1
+7a4)D
+/•85.8
+7a•713
+70F86.3
+701-00
N-69.8
+m 7B.B
r7d-78.5
fmso
+la7.2
•m 78.4
+m4ro
+/� 1
+7m 723
+7a•B9.5
+7a.80
Des�Pieeau"(pofl torWY�d"w+Aeeehed W"Ho �IF�ame Aaeamtly 746e
RWhdowWWM
infer 23"
26.1a16'
2T.1lP
3D'
3Y112'
36'
3i
Awhor
Anch
T
yy01p0yy
FRAME
HEIGHT
ASSEMBLY
TUBE
10° MAK
ADDITIONAL
ANCHOR
(4), IF REQ.
Item
Dw9. * 1
Dewdp0on
Material
1
7002
Main Frame Head, Sill & lamb
6083-76 Alum.
2
7071
Anchor Plate
6063-18Alum.
3
7003
Sash Top, Bottom & Side Rail
6063-76 Alum.
4
70M
Frame Comer Key
Steel,
S
7OD9
Sash Comer Key
Steel
fi 1
7078
Frame Gasket
Vinyl Foam
7 1
70T2 ISash
Comer Gasket
Vinyl Foam
8 1
7070 IBulb
Weatherstri .187" x.275"
Flex PVC 70
10 1
7024 IMaxIrnMultl-POlntLock
Steel
11
7026 ILock
Support Plate
Sted
12
701A
Multi -Lock Keeper
Stec
13
7013
Tie Bar Guide
Nylon
14
7015
Tie Bar Assembly
Stec or SS
15
7028
Maxim Dyado erator, WW<--24"
Steel
16
7027
Maxim Dual Arm Operator, WWh24"
Steel
17
7030
O ratorGasket
Vinyl Foam
18
7031
operator Backin Plate
Steel
19
7051
0 eratorspacer Block
Nylon
20
1 7032
IStuderacket
Steel
21
1 7033
lopeatarTrack&Slider Dual Ann
Steel
22
1 7023
lEgress Hinge (Heavy Duty), Manuf. by Truth
Steel
23
7050
IEgress Hinge/Washable HD), Manul. by Truth
Steel
24
Snubber. Antl-blowoutCllp
Steel
32
1713
Settin Block 513r x316Px1- 4"
EPDM
33
1714
Setting Black 5/32" x 7 16" x 1-1/4°
EPDM
35
7016
lama Bead B
6003-TO Alum.
36
7042
lamlBead C
6063-TBAlum.
37
7059
Lam[ Bead D
BD83-TB plum
38
1224
Vinyl Bulb Ws(Thick)
Flex PVC 70
39
1225
VInvI Bulb Ws In
Flex PVC 70
50
Dow 8995111conBadkbeddl
60
7006
Screen Frame
31054114 Alum.
61
7040
Screen Comer KeyPolyplopdene
,
62
Screen Cloth
Fl6ek91ass
63
1635
Screen Spline
ISM. PVC
64
320
ScreenSprIng
Stainless Steel
70
134
Add -on Flange
6063-T6Alukn
71
7004
Frame Ass Tube
60B3-76Alum
SD
#8-32 x 1/2" Ph. Pn. Mash S rTYPE B
Stainless Steel
81
1157
#8x 1/2" Ph. Pn. SMS
Stainless Steel
82
#8x 5 8" FI. Ph. SMS
Stainless Stec
83
#8x 7/9' Ff. Ph. SMS
Stainless Steel
84
#8x 1" FI. Ph.TEK
Stainless Steel
R5
#8x 1" Quad Pn SMS
Stainless Steel
86
#8X i-1/2" Quad Pn SMS
Stainless Steel
87
#10x2" Ph. Pn./ TEK
Stainless Steel
89
#10.24x916'Ph. Pn. TYPE F
Stainless Steel
90
#12 x 1" Ph. Pn. TEK
Stainless Stec
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE INTERIOR
Ac
T
••���<0
* No. 58705
-'CST
IATE OF
_ 1070 TECHNOLOGY DRIVE
'•.ORIOP..• ���� N. VENICE. FL 34275
pis •' •" G' ��� (941) 480-1600
COPYRrsm�� aPx
A LYNN MILLER P.E AL'IO'M FAMSMm
P.E85b705 CERT, OF AUTH. #29296
SASH
PRODUCT REVISED
w comoyieg with ttb Florida
Am6cp186aI�tao/ —w4.!¢
exwratism Data 1
JR I 05/25/17 I NO CHANGES THIS
SHEET.
Oescripkian: ✓+ew" cY•'
BOM AND CORNER VIEW J ROSOWSKI
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Atodal: Scale: Sheet: Ororing No. Rev:
CA-740 NTS 10 OF 11 MD-CA740-LM C
y —►j 1.12e `••r
A82" r
NOM. 4'
2.919° I` .125•
SILICONE HOT -MELT BUM .439' —..� - NOM_ 2.701"
STRUCTURAL
SILICONE 1.159'
STRUCTURAL 1/4° NOM. FOAM $H8• NOM. 2.139•
POLYISOBUTYLENE WITH 2.784•
WITH DESICCANT DESICCANT 093•
EXT. GLASS EXT. GLASS 1 FRAME HEAD, 3 SASH TOP, 71 FRAME
O SILL & JAMB O BOTTOM & SIDE ASSEMBLY TUBE
#70D2, 6063-T6 #7003, 6063-T6 #7OD4, 6063•TG
INT_ GLASS INT. GLASS 1.356• —1 � 2203' -�•�
KODISPACE 70t SUPER 1 I I 090� tom"
U= j .4ar
4SG TPS SPACER@ NXT'"° .423• -
.095• .093:
FmD D9
O ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE
ALUMINUM 2 #7071, 6063-T6 60 #7006, 3105-H74 70 #134, 6053-T6
REINFORCEMENT
POLYISO, DESICCANT FILL AREA
BUTYLENE
5/16" NOM.
5/16" NOM.
SEAL
BUTYL &
LICONE SEAL
DESICCANT
ROLL -FORMED
FOAM
STAINLESS STEEL
ExT.GLASS
v-r.GLASS
EXT_GLASS
INT. GLASS
DURASEALO
XL EDGE'"
tDz
SPACER
163
SPACER
Part #
Descrlptlon
Material
100
Kommeding 4SG TPS Spacer System
See this
Street for
Materials
101
Quanex Super Spacer rXr with Hot Melt Butyl
102
Quanex Dumseal Spacer
103
Cardinal )(I. Edge Spacer
RCrCRGYI,C: I W I RCrV 1� I J: r, �9/ 1 �, vaW v vv, v
.050• •706' J .050• a
O35 BEAD B 36 sEAD CI`
#7036,6063•T6 #7042,6063-T6
.870' II .050•
�••�— .569•
37 BEAD D
#7059, 6063-T6
\1\unrl
LYNAJ� /��� ...Re Wed 6y. Oate: NO CHANGES THIS
ucerlsF ill JR 05/25/17 sHeEr.
Q';• ••;�%) Revised 6Y Dote: - Revision:
* :A NO.68705 k
PRODUCT REVISED
we mytyin8withfSeFbdde
n M17-M14•t4
BY
ado
EXTRUSIONS & SPACERS J ROSOWSKI
O 7 1070 TECHNOLOGY DRIVE
' PtOR1ID .. - ��� N. VENICE, FL 34275 Title: Date:
��G•�` (9r) —isoo CASEMENT WINDOW DETAILS - LM & SM 08/08/12
copr r f 11 l I 1 \ \ APw ll poj R SerieslUodd. Scale: Sheet: Drawing No. Rev:
_ ALYtR1NIt1ER,P.E CA-740 NTS 11 OF 11 MD-CA740-LM C
P.EJ75B70S CERT. OF AUTH. #29296