HomeMy WebLinkAboutNOA CASEMENT WINDOWSCANNED
BY
�f. Lucie.County
MIAMI-DADE MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. AID-CA740-LM, titled "Casement Window Details - LM &
SM", sheets l 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, 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.
1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following. statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION:. A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises 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
Expiration Date: April 11, 2023
IqI fp Approval Date: September 14, 2017
1 Page I
PGT Industries, Inc.
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 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 06/02/16 respectively, all signed and sealed by Idalmis 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
I. 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 ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel P E.
Product Coutro Exam ner
NOA No. -0 4.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 51h Edition (2014) and with
FBC 61h 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.
v
Manuel P P.E.
Product Contro x finer
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 MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM 090 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. 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.
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 STRUCTURAL/CYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAL/
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS 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; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL.
TABLE 1:
Glass Types
Sheet #
1
5/16" Laml (1/8 An 090' PVB -1/8 An)
5
2
7/16' Laml 3116 An - .09D" SG - 3/16 An)
6
3
7116" Lam) (3116 HS -.090* SG - 3116 HS)
7
4
7/8' Lami. IG (1/8" An - 7/16" Air - 1/8" An -.090' PVB -1/8" An)
5
5
718" Lami. IG (1/8" T. 7116" Air - 118" An -.090" PVB -118` An)
a
6
7/8" Lam!. IG (3/16" An - 1/4" Air - 3116" An - .090' SG - 3/16" An)
9
7
7/8" Lami. IG (3116' An - 1/4" Alr- 3116' HS -.090' SG .3116" HS)
7
8
7/8" Lam'. IG (3/16" T-1/4" Air- 3/16' An -.090" SG - 3/16' An)
9
9
7/8' La MI. IG (3/16' T- 1/4" Air - 3116" HS -.090' SG - 3116" ME)
7
'PVB'= TROSIFOL® PPVB BY KURARAY AMERICA, INC.
'SG'= SENTRYGLAS' BY KURARAY AMERICA INC.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 5.9
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
5/7LAMINATED G ` I
GLASS STACK
.OSTTROSIFOLOPVB
1/8' ANNEALED BY KURARAY
AMERICA, INC.
3T WIDTH GLASS
25.476' MAX. O.C. IF WIDTH IS 39
UNDER 33.476' (HEAD & SILLm°R i
4" MAX._ a
r—� B, SEE SHEET 2 I
35
FE
r-' — �\ •—•--•-------- 17.1/2•
MAX.
A A, SEE O.C.
SHEET2 ` GLASS TYPE 1
I
7/1NATED
GLASS STACK I�
CUSS STACK I—
0
90' SGP BY KURARAY
3116* ANNEALED OR AMERICA, INC.
HEAT-STRENGTHENED
31WANNEALED OR
'�_D
GLASS EXTERIOR 3a GLA6B
11/16" GLASS BITE 11/16' GLASS BITE
GLASS TYPES 2 & 3
I \
\
6" MAX.
O.C.
718' NOM.
GLASS STACK
7/8' NOM. I
LAMINATED GU5$ STACK
GLADK
CUSS STACK
.
LAMINATED
GLASS STA
68"
VISIBLE
LIGHT
I
/ \
rL
USE ANCHOR
PAIR AT EACH
7/16'AIRSPA
t7TE8MP�ERED GLASS
`
178'ANNEALED GLASS
.090•TROSIFOL®PVB 1/4'AIRS PACE�
BY KURARAY
AMERICA. INC. 3116'ANNFALED
GLASS
I,
HEAT-STNEALEDOR
EN
RENGTHENED
NEATS7RENGTHENEO GLASS
.090, SCP BY KURARAY
AMERICA, INC.
JAMB IF
HEIGHT HEIGHT IS
(OLD) i / / 26' OR OVER EXTERIOR
a
/ 76'
HEIGHT �@
I / 3
I
I
I/
I
I
I
it
L— 6
14-112' MAX. O.C. IF WIDTH IS
4' MAX• 33.476' & OVER (HEAD & SILL)
E VISIBLE
OPENING _
NING (DLO) '�^l
TYP. ELEVATION OF CASEMENT WINDOW
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-04
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
-AISI S100.12
-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 DETAILSIBOM.............. 10
EXTRUS IONSISPACER....................11
ONY LYNNMj � /
* : No.58705 �,k
� '
6 r.
Qom•., S A 0
A. LYNN MILLER, P.E.
UVANNEALEDG� a 3�/ \ I w
INEAGTHENEI
�
EXTERIOR (r`"r��.(Ijl
11/16" GLASS BITE n Y,1/16' GLASS BITE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
7187 NOM.
CUSS STACK 7/1FLAMINATEO
ANNE STACK
3/16' ANNEALED OR
.✓HFATSTRENGTHENED GLASS
.0M" SG®BY KURARAY
—AMERICA. INC.
TW ANNEALED OR
1/4'AIRSPACE.
3110'TEMPERED
w
ESS BITE
37
GLASS TYPES 8 & 9
Revised By: Date: Re"isfon:
JR 05/25/17 UPDATED ANCHORAGE
PER FBC 2017.
PRODUCT REVISED
: c°mpll^ing with the Flmidu
Building Code
Acccptedce No / -OGI 14-
EtpimlieylD�e
By
GLAZING DETAILS I J ROSOWSKI
N. VENICE. FL 34275 a"
(941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
COPYRmw 7a17
PGTINDUSTRES,wC. Series/Model: Scale: Sheet: Draxing No. Rev:
...AL RIGHTS RE•S�..__ CA NTS 1 OF 11 MD-CA740-LM C
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET 4 �L
EXTERIOR
a
WINE
HEI(
ATTACHED TO I
FRAMEJAMB L
ATTACHED TO
VENT JAMB
OW
u
HT
I
VISIBLE
14
LIGHT
HEIGHT
(DLO)
ATTACHED TO I
FRAME JAMB L
ATTACHED TO
r
VENTJAMB
L
38 39
TYP. ANCHOR TYPE.
EMBEDMENT AND EDGE
EDGE DISTANCE
EMBEDMENT
TYP. ANCHOR
TYPE.
EMBEDMENT.
\ AND EDGE
/ DISTANCE PER
SUBSTRATE,
1 SEE TABLE 3,
1 SHEET4.
JAMB
HARD-
WARE
BUCK
HEIGHT
TO FRAME
JAMB
CONCRETE/CMU
PERANCHOR
REQUIREMENT
INSTALLATION
OPTION 2
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY.
1/4' MAX
SHIM
ATTACHED TO
VENT SILL
BUCK WIDTH
1 O
EDGE 84
DISTANCE
a BELOW OPERAI
82 82 ATTACHED TO VENT BILI
EMBEDMENT 1 24 I 1 VISIBLE LIGHT WIDTH (D
70 FOR SNUBBER REQUIREMENTS,
TABLE 4. SHEET 4.
OPTIONAL ADDON
FLANGE Q HEAD.
SILL & JAMBS
SEE DETAII
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 1-12'
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 1-1/2'THICK OR
GREATER. IX AND 2X BUCKS (WHEN
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE -
WOOD BUCK DESIGN AND INSTALLAT
IS THE RESPONSIBILITY OFTHE ENGI
OR ARCHITECT OF RECORD. MAXIMU
SHIM THICKNESS TO BE 1/4'.
1X WOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4' MAX SHIM
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 4. EMBEDMENT
CONCRETE "
INSTALLATION PER ANCHOR "
OPTION REQUIREMENT .' .. •,.
INSTALLATION ANCHORS EDGE DISTANCE
THROUGH I X BUCKSTRIP
INTO MASONRY. VERTICAL SECTION B-B
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
_r
EDGE
DISTANCE
,DE PROVED
LION.ALUMINUM,
EL FRAMING OR
STEEL STUD.
WINDOW WIDTH
EXTERIOR
HORIZONTAL SECTION A -A
EGRESS FORMULAS: 15
WIDTH, WASH HINGE: WINDOW WIDTH - 13-12
NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH -7-12
L 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6
/ COMBINATION UNITS.
ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7
r - INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 `
I+ WINDOW FRAMES AT 10" MAX.
r / FROM EACH SIDE OF THE FRAME
I ASSEMBLY TUBE. CENTERLINE.
I!� SEE TABLE BELOW:
t
�-- 10' MAX. I I
L--- SEE DETAIL A2, BELOW
USED)
ION
I
NEER
M
DETAIL
Al
.. T1111I1rr.
��'� ,: LICENSE •'• .C��
* ; No.58705
�;a- •� Sf T 1�
..S � . AL
A LYNN MILLER P.E.
RES 58705
N. VENICE, FL 34275
(941) 480-1600
COPMIGHT011117
PGT INDUSTRIES, INC.
ALLRIGHTSRESERV
JR
Additional Anchors Required an each
Side of the Frame Assembly Tube (FAT)
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
_r
EDGE
DISTANCE
,DE PROVED
LION.ALUMINUM,
EL FRAMING OR
STEEL STUD.
WINDOW WIDTH
EXTERIOR
HORIZONTAL SECTION A -A
EGRESS FORMULAS: 15
WIDTH, WASH HINGE: WINDOW WIDTH - 13-12
NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH -7-12
L 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6
/ COMBINATION UNITS.
ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7
r - INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 `
I+ WINDOW FRAMES AT 10" MAX.
r / FROM EACH SIDE OF THE FRAME
I ASSEMBLY TUBE. CENTERLINE.
I!� SEE TABLE BELOW:
t
�-- 10' MAX. I I
L--- SEE DETAIL A2, BELOW
USED)
ION
I
NEER
M
DETAIL
Al
.. T1111I1rr.
��'� ,: LICENSE •'• .C��
* ; No.58705
�;a- •� Sf T 1�
..S � . AL
A LYNN MILLER P.E.
RES 58705
N. VENICE, FL 34275
(941) 480-1600
COPMIGHT011117
PGT INDUSTRIES, INC.
ALLRIGHTSRESERV
JR
Additional Anchors Required an each
Side of the Frame Assembly Tube (FAT)
�-- 10' MAX. I I
L--- SEE DETAIL A2, BELOW
USED)
ION
I
NEER
M
DETAIL
Al
.. T1111I1rr.
��'� ,: LICENSE •'• .C��
* ; No.58705
�;a- •� Sf T 1�
..S � . AL
A LYNN MILLER P.E.
RES 58705
N. VENICE, FL 34275
(941) 480-1600
COPMIGHT011117
PGT INDUSTRIES, INC.
ALLRIGHTSRESERV
JR
Additional Anchors Required an each
Side of the Frame Assembly Tube (FAT)
��'� ,: LICENSE •'• .C��
* ; No.58705
�;a- •� Sf T 1�
..S � . AL
A LYNN MILLER P.E.
RES 58705
N. VENICE, FL 34275
(941) 480-1600
COPMIGHT011117
PGT INDUSTRIES, INC.
ALLRIGHTSRESERV
JR
Additional Anchors Required an each
Side of the Frame Assembly Tube (FAT)
LL
Window
Width
Anchor pe
A B, C 8 D
0
17' . 25.9'
1 0
26'1
1 1
I-
lai
c
Window
Height
Anchor pe
A
B, C & D
17' - 25.9"
1
0
=
26'+
1
1
05/25/17 NO CHANGES THIS
SHEET.
ore: I Revision:
PRODUCT REVISEp
as complying with the Florid,,
Building Cad,
Acceptance No 17-0614.14.
k3: i�noet;nmcA�Y q-Ct13
Descriplian: urorvn ray:
CROSS SECTIONS & INSTALLATION J ROSOWSKI
Title: Dale:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Moue/: I Stole: Sneeh Drowing No. Rev:
CA-740 NTS 2 OF 11 MD-CA740-LM C
CASEMENT (X)
I
WINDOW ha
HEIGHT
WINDOW I _
WIDTH
740 SERIES
CASEMENT EXTERIOR
WINDOW j"j
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
'WINDOW 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.
CASEMENT / CASEMENT (XX)
AWNING / CASEMENT / FIXED CASEMENT (XXO)
r— 10% SEE NOTE 7, THIS
FIGURE 1: —
SHEET .
FIGURE 2:
740 SERIES
AWNING /
C C
1 /
/ WINDOW
/ \
L
D FRAME
` ASSEMBLY
TUBE
\ / 10',
SEE NOTE 7,
D
THIS SHEET
\
740 SERIES
/
—CASEMENT —�
WINDOW
/
740 740
FRAME
SERIES SERIES
—E
CASEMENT ASSEMBLY CASEMENT
FRAME
WINDOW TUBE WINDOW
ASSEMBLY,
1
�
—E TUBE
`740 SERIES
FIXED WINDOW.
\ /
'SEE PRODUCTS NOA FOR
/ \
INSTALLATION SPECS
740 SERIES
740 SERIES
AWNING
CASEMENT
WINDOW*
INDOW
MIN. # 12 X 1' SMS
THROUGH
FRAME
' INSTALLATION HOLES
FRAME
ASSEMBLY
ASSEMBLY
TUBE
/
TUBE
MIN. #12X
MIN.#12X
1" SMS
740 SERIES
1"SMS
THROUGH
THROUGH
CASEMENT
INSTALLATION
INSTALLATION
WINDOW
HOLES
740 SERIES FRAME 740 SERIES
HOLES
CASEMENT EXTERIOR CASEMENT
ASSEMBLY
WINDOW ��"(� TUBE WINDOW
740 SERIES
V
EXTERIOR
EXTERIOR
FIXED
a
a
CASEMENT
HORIZONTAL SECTION C-C
WINDOW
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D . 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 WINDOWSATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE- OR DESIGN
PRESSURE(PSF) FOR WINDOWSATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE, 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 TIP -TO -TIP.
FOR SIZES NOT SHOWN. ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
4) USING THE TABLE LABELED 'WINDOWANCHORS 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).
FRAME ASSEMBLY TUBE NOTES:
1) DIMENSIONS SHOWN ARE
TIP -TO -TIP DIMENSIONS FOR EACH
INDIVIDUAL WINDOW. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLES.
2) ANY 740-SERIES PRODUCT
(CASEMENT, AWNING OR FIXED
CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE. FOR
ALL WINDOWS, USE THE WINDOWS
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
3) ALL WINDOWS IN THE
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
4) FRAME ASSEMBLY TUBE TO BE
FASTENED TO WINDOW, AS SHOW IN
DETAILS, WITH MIN. #12 X V 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:
Additional Anchors Required on each
Side of the Frame Assembly Tube (FAT)
r
ua.
W
Width
Anchore
Type
A B, C & D
17' - 25.9'
1 0
26'a
1 1
a
Window
Height
Anchorry e
A
B, C & D
1r-2ss-
1
0
=
26'*
1
1
PRODUCT REVISED
ex camply Ing with 11-FinCrida
Building Cade
Ac pU... 140 1 - 0414-,14-
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*, No.58705
T�
s .aLOR10P,. G`=:
; OI ,N, AL1�t�yE�
A. MA MICI.tFi, P.E.
P.E.9 59705
Window Anchors Required
Window Width (in)
under23'
25-15/16•
27-W4•
30"
3&112'
35-
37'
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
8
C
D
A
e 1
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
23'NH
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
under
lli
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
25-15116•
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
IIt
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
38-318'b
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
III
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
48,
b
6
4
4
4
8
6
4
4
B
8
4
4
8
6
4
4
8
6
4
4
8
6
4
4
B
6
6
4
01
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
P
SOSIe•b
8
6
4
4
8
6
4
4
8
6
4
4
8
e
4
4
10
8
6
4
10
8
6
4
10
6
6
4
u
III
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
=
60'
b
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
P
ill
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
b
10
6
6
8
10
6
6
6
10
B'
6
8
12
8
8
8
12
a
6
6
12
8
6
8
12
8
6
8
Head/SII1
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
0
6
6
12
8
6
6
12
8
8
6
14
8
B
6
14
8
8
6
14
8
8
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
8
12
8
8
6
14
8
8
6
14
10
6
e
14
10
8
6
14
10
8
6
14
10
8
6
76'
Head/Slll
2
2
2
2
9
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
B
6
14
10
8
6
76
10
6
8
16
10
8
6
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
d
2
2
2
4
3
2
2
�l u°e n nla u+a�e rvn n�� vru�wvv° ran I ne e�ev.. u�+l.a vry �ncc, ,.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
Getup
Anchor
Substrate
MIn
Edge
Distance
MIn
QC.
Distance
MIn
Embedmam
Anchor
plate
Requlred7
A
#12, steel SMS (GS)
6. me
5 r
I've,
ran
I Al—
311
Sir
.063'
No
A3B steal
1a'
S18•
.050'
No
A653 Stud, or. 33
316'
S18'
.045 20 Ga.
No
#14, steel SMS (GS)
or#14, 410 SS SMS
S. Pine
Sir
1'
1-3/8'
No
6063-T5 Alum.
31V
S18•
.osr
No
A36 Steal
3/6-
518•
XST
No
A653 Stud. Gr. 33
319'
Sl8'
.045' 20 Ga.
No
e
114• steel Unracon
2.85k concrete
2-1/7
4-
13/e'
No
Hokw Block
1'
S
1.1/4'
No
Holkwr Block
2-10
5'
1-114•
No
114" steel Uhracon
Hollow Block
1'
S
1-ile
Yea
C
114• 410 SS
CreteFtex
3.35k Conc,ote
1•
5'
1J/4•
No
Hollow Block
2-11T
5'
1-114•
No
#12, steel SMS (GS)
.012, 410 SS SMS
S. Pine
518'
1'
1-18•
Yes
6063-TS Akan.
18'
S8'
.0713•
Yes
A36 Steal
18'
5/8•
.050,
Yes
A653 Stud. Gr. 33
19•
We'
.045' 18 Ga.
Yes
'
04, steel SMS (G5)
or#/4, 410 SS SMS
S. Pl-
519'
1•
1J1a'
Yes
6063-75 Akan.
18•
SB'
.0713'
Yes
A36 Steel
N8•
Se-
.050,
Yes
A653 Stud Cr. 33
1V
5'8'
.045" 18 Ga.
Yes
D
1/4' steel Ultracon
2.85k Concrete
1'
4'
1214'
Yes
2.85k Concrete
2-11T
4'
13/8'
Yes
Mellow Block
Filled Block
2-1/7
2-1/T
5'
4"
1.114,
144'
Yes
Yes
1/4' 410 SS
CreteFlax
3.35k Concreto
11
S
I-V4'
Yes
361% Concrete
2-IrX
S
7•
Yea
Hollow Block
2-11T
S
1-1/4•
Yes
5/1S steel Ultrecon
3.Sk Concrete
1-1/4-
=
1J/4•
No
borrow Block
3-118-
51
1-114•
No
Filled Block
2.112'
51
1-W'r
I 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 ry
PVB
SG
(Types 1, 4 & 5)
(Types 2, 3 & M)
1.
w
None
12• max. from
and
Requiredeach
eyred
end & Ur
= less
max O.C.
1T max. torn
12' max. h in
roar
ve 63'each
end & 3('
each end & 30"
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, 114• MASONRY ANCHORS INTO CONCRETE,-701-85 PSF DP REQUIRED
CASEMENT ANCHORS:
A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF+70/-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
Min. Fr
Min. F.
Steel Screw
92 ksl
120 ksl
410 Screw
90 kei
110 ksl
Elco UltraConO
155 ken
177 ksl
410 SS Eloo CretoFlex®
127.4 ksl
189.7 W
6063-TSAlumintm
16 ksl
22 ksl
A36 Steel
36 its!
58 kai
Gr. 33 Steel Stud
1 33 kel
1 45 kal
SAMPLE CONFIGURATIONS:
NOT
ALLOWED
WITH
FRAME
ASSEMBLY
TUBE
L� 10" 10'
1I i 4" 4" F — 14•
�{ 4'
T
I— I -
26' f 13' ►i-� 13" ►-�
34"
PROD'JCr REVISED
as complying pith the Floride
Swildiu3 Cndc) _0614 .14
Acccplmtcc Tic
Expiradon Dac �
e
a:uam Dade PmductQ 9) •
QU
07 J
W CD
r
iQ fn 2 <i
W
J LL
Z Q ..0
a Q w
(,- N �
N 00 Z 00 mF
4;LA S Do Q 0 x Z
o° O o O W
IZ
O 0 .. O W .,
m I
o U) S fn o= W a Q
g0 m0 aU c �U
W $ d' Z vQ
�m e
® MONO w�K N
zuie ��a
2V Fc�� a
12 ��.+� HL LLD
o uo=
U
..till ll 1Uv.
�: uceasF •.11�
No. S 705 *�
701VAL I0,;:"%.
A LYNN MILLER, PP-
P.E.# 58705
FOR GLASS TYPES:
TABLE 5: PRODUCT P.EYISSD
1) 5116" LAMI (1/8 AN - .090" PVB -1/8 AN) a complying With dw Fhui&
4) 7/8" LAML IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) Ouilding0ade
AYCptNICC ND I �O �•
°PVB'= TROSIFOLOPVB BY KURARAY AMERICA, INC.sira:ian bete
,ilal7l .'i%f Pmdu Cl
WINDOW
HEIGHT
qU
WINDOW
WIDTH J
SEE SHEETS 1 & 4 FOR LU
WINDOW ANCHOR m d I�
LOCATIONS AND QUANTITIES. Q U z U
� � a
LU Z o
r
TABLE 6' Q
J LL
I- % �
a 0 "
N 77
� 7
W
N O
e rn !; ;a n z n z
�O �O fn
� O
O O Z W
r U) U) o 2 w' Q
O „W 0 '0
"It ; ° _Q
0
-� 0 0 SzO rn
TABLE 7: FRAME
10' MAX -►{ Lam- ASSEMBLY
T I TUBE ® } n on
WINDOW FRAME S
HEIGHT ASSEMBLY o 4
WINDOW q HIM
TUBE HEIGHT = V < it
WZ� H� O
10•MAX ��vo� .
WINDOW ADDITIONAL O^ _ W
ADDITIONAL WIDTH ANCHOR C
ANCHOR (4). IF RED.
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDDW ANCHOR
WINDOW I- LOCATIONS AND QUANTITIES, SEE SHEET `♦♦\ NY LYNN
WIDTH I` 3 FOR ANY ADDITIONAL ANCHORS `♦ �0..••""••• M/� i
REQUIRED FOR THE FRAME ASSEMBLY ` �,�;\CENSE
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR TUBE. Q•:' '•, FI
LOCATIONS AND QUANTITIES. SEE SHEET * No. 58705
3 FOR ANY ADDITIONAL ANCHORS �AIAF
REQUIRED FOR THE FRAME ASSEMBLY TUBE. /`!(/��
tORION
NOTES: /S70NAL I\\♦
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. AA" MILLkh, PE.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.958Ta5
Desl9n Pressure (P50 for Single Windows, AU Anchor
Groups
Window Width
under 23"
25.15116'
27-3/4'
30'
33-1fY
35'
3T
under 23'
+701-90
+70/•90
+70150
+70l-90
+701A0
+70IA0
+70/-90
25-15I18'
+7W610
+70150
+70150
+70l-90
r70/A0
+70/A0
+70/-90
383/8'
+70/-90
+701A0
*70l50
+70l-90
+701-90
+701-90
+70/-90
�3
48'
+7dA0
*701A0
+701-90
+701-90
*70150
+701-90
+70/b1
i
sows•
waao
wol-so
.7or-so
+To/ -so
wo/ao
+7or-so
waas.z
60'
+701-90
+701A0
+701-90
+701-BQ5
*701.80.8
+701-77.7
+70%74.3
63•
+70r-90
+70/-90
+70f-90
+701-86.3
+70f-76.5
+701-73.7
*70/-70.1
7Y
+701A0
+701.872
+70l-77.7
+601-71.5
+60l-624
+fi01-60.B
+l-59.3
78^
+70I.90
+701�4.6
+701-75.7
+1E7.3
+/.
84°
*70lSO
+701-80.4
+701-71.3
+60fa21
Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube
m
Window Width
under 23"
25.15I16"
27-314"
30"
33-1/2"
W.
37"
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
CBD
A
e
CBD
A
B
C&D
A
B
CBD
A
B,CBD
A
B,CBD
under 23"
+70/•90
+70/-90
+70/J0
+70/-90
+701-90
+70/•80
+70/-90
+701-90
+70/:30
+70/•90
+70/-90
+70/•80
+70f-90
+70/-90
+70/-90
+70f-90
+701-90
+701-90
+701-90
+701-90
p�
25.1EJ16"
+70/-90
+701.90
+70190
+70/-90
+70/-�
+70/�0
+70/-90
+701-90
+70/a0
+70/-90
+70%90
+70/�0
+701-90
+70/-90
+70J•90
+70/-90
+70/•90
+70%90
+701-90
+701-90
=
383I6"
+7p/-90
+701.76.4
+70/•90
+70l-90
+701�4.5
+70/•90
+70/-90
+70/-79
+70!•90
+70/-90
+70/-i73
+70/b0
+701-90
+70/81.8
+70/-90
+70/-90
+70/-78.3
+701-90
+70/-74
+701-90
48"
+701.76.2
+1�1.1
+70/-73.1
+701.90
+l�67.5
+701�0
+701-90
+/E3.1
+701.90
+70/-90
+1.58.4
+70!•9D
+701-90
+/•65.4
+70/-83.9
+70/-90
+lb2.6
+701-9D
+/-59.2
+701-90
50-518"
+70/-723
+/57.9
+/-69.3
+701-90
+/-64
+70/J0
+70/-90
+/•59.9
+701SO
+70/•90
+!•65.4
+701.88.7
+70/-90
+/-62
+70/-79,5
+70/-90
+/59.3
+701-9D
+/-56.1
+70/-8.9.2
60"
+/$1
+/-08.9
+/-58.5
+70!•90
+lS4
+70/-B8.6
'+70/•90
+/50.5
+701.81
+701-9D
+/-06.7
+70/-74.9
+701-86.5
+1.523
+/-67.1
+70/-80.3
+/50.1
+70/-77.7
+/-07.4
+70/-74.3
63"
+/-56.1
+i-06.5
+/-55.7
+701-68.7
+/•51.5
+701.825
+70/-90
+/-08.1
+701-77.1
+70/-90
+1-04.5
+70/-71.3
+70/-84.3
+1-63.9
+70/-76.5
+/-07.7
+70/-73.7
+/-45.1
+70/-70.1
Design Pressure Uu0 fix Wlndvwe Attached to a Rodc"ntel Frame Assembty Tube
Wmdaw Wi6N
R
er D'
2S15rtfi
27ar4'
30'
33.12'
35'
3T
Anchor
rarp
Anchor
GtouP
Anchor
CLoup
Anchor
Gmup
AnchorGmup
Anchor Group
Anchor Qmup
All
AB
All
AB
A
B
CBD
A
B
CBD
A
B
C6D
0/:10
01-90
+7d-90
w0/-BO
+7Q'AO
+70!•90
*70l•90
+70/-90
+701-90
+701-90
+70/d/.6
+TOIAO
«70/-90
+70IA0
+70/-00
+701-BD
+70IA3.8
+TOIAO
+JO!-BO
+7W-90
+7W30
«70/�7.6
+701-79Z
+7014a0
+70I:3g
+701-90
01-90
+701.90
w0/A0+70/-90
w01-BO
w0/�0
w0/AO
*701670
«70l-90
w0/�0
w0/-08.8
+70/610
+TN430o/-90
wa-sowar-so«T01-90
wor-9o.7a-eowwao+7or-9o+Jmao«Tarao«7aao+7a6o.7or-Bo0:
01.90
wN-90
«7d-90.70/-g0
+70/AO
+701-9g
+701�0
+701-g0
w0/-90
«70150
+701�.9.2
wW-892
+70/d93
0/-90
+7tY-90
+70/-90
+70/$8.5
+701�0.6
+TN�0.8
+70/Ao.B
+701-77.7701-77.T
+TOr•77.7
+70/-74.3«7d-76.3
+701-74.3
701-90
+7N-90
+7d-90
+70/-04.3+TO!-76.5
+7g1-76.5
«T01-78.5
+701-73,7
+701-73.7
+701.73.7
+70/-7g.1
+701-70.1+70f70.170/80
«70I137.2
+70/-77.7
w0r-71.5+60/b2.4
+601.82.4
+80/-52.4
«r-0!•60.9
+60/-00.9
+BOF80.9
+/59.3+/59.3+/593
70/•80+70I366+701-75+/55.8
+IS5.6«/55.80/430
w01�0.4
+70/-71.3
«80/R.1
HS4.2
+/-54.2
+/ `�.2
FOR GLASS TYPES:
TABLE 8: F4MODULT REVISFA
2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) 09 cuoiplying with the FW4.4
)3W3durg Cc&
'SG'= SENTRYG BY KURARAY AMERICA. INC. Aocepfana No I -p
r .. >iratinn Date #� '
WINDOW 11
}v}iarlli atl<7co0uciX:y',{
HEIGHT
WINDOW V
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR Tn
LOCATIONS AND QUANTITIES. LLU ww ti
Fa F- 2 V
06 o
LL Z_ o
TABLE 9: ¢
Design Pmsum (psf) for Windrow Attached to a Vertical Fmme Assembly Tube
.S C O
m Window Width a Uj W i f0
under 23• 2515116' 27.N4" 30" 33.1/2' 3S 3T d Q H
Anchor Group Anchor Group Anchor Group Amh rGroup AnchorGmup Anchor Group Anchor Group ti N
A 0 C D A B C&D A B CBD A B C D A B C D A B C D A B C D - ul B
under 23" +7a90 +70!•90 +70190 +701.90 +7a-90 +701.90 +701-90 +7a•90 +70)BO +70/50 +701-90 +7a30 +701.90 +7aS0 +701-90 +7a50 +7aS0 +7aS0 +7aS0 +701.90 +7aJ0 +70150 +701M +701-90 +7a90 +701-90 (y CD O
p 25.15r18' +7a90 +701.90 +70190 +7a•90 +70190 +7a•90 +70/90 +701-90 +701-80 +70190 +701-90 +7a•90 +701.90 +7a•90 +70190 +70190 +70140 +701.90 +701-90 +70190 +701.90 +701-90 +7a90 +70190 +7a-90 f701J0 6 "D .2 CO Z '^ Z
i 383/6' +70190 +701.76.4 +70 90 +7a-90 +7a90 +7a90 +7a90 +701.90 +70190 +7a90 +701.90 +701-90 +701-90 +701.90 +70190 +7a90 +7a90 +7a•90 +701-90 +701-90 +7a-90 +701.90 +7a90 +70190 +7a90 +jar-90 �
48" +701-76.2 +1.61.1 +701.73.1 +701-90 +701.84.4 +701.90 +701-90 +7a-78.9 +701.80 +70190 .701.73 +701 oral-90 +70190 +701-78.5 +7a•90 +7a90 +7a-90 +701.75A +701.90 +7a•90 +701.90 +7a92.9 +70190 +7a•90 «7or90 Y Y W
Suva- +7a-72.3 +157.9 +f99.3 +7a90 +7a90A +70190 +7a-90 +7a-74.8 +70190 +70190 +/99.2 +7a-08.7 +701.90 +70190 +701.74.4 +7a90 +7a90 +7a•90 +701.71.2 +70190 +7a-90 +70/90 +7aa8.6 +70/99.9 +7a•90 +70/.90 (n (n x � O
60• +1-61 +Id&9 +1-58.5 +7a90 +1.67.5-701.86.6 +701-90 +1531 +701.81 +7a90 +158.4 +711.74.9 +701-19.6 +70190 +/9MB +7a93.9 +70190.3 +7a90 +/90.1 +70'-80.2 +7a-90 +70190. +1.66.3 +701-75.9 +7a90 +7a90 a W
63° +1-58.1 +1A6.5 +/-55.7 +701.88.7 +/.64.3 ♦70192.5 +70/90 +1.60.1 +70/-77.1 +Ia90 +l-56.6 +7a-7,.3 +701-85.3 +7a-90 +/-59.8 +701-79.9 +7amis +701-90 +157.2 +701-76.4 +701-40 +70/90 ♦153.1 f701-72.3 *7a96.5 +70f90 O O Z > ~
' 0(7 W �Q
FRAME m Ct n LL) _ Q n U
ASSEMBLY c
I TUBE o` o i= U rn
TABLE 10:
-)-- WINDOW
T HEIGHT
WINDOW FRAME j
HEIGHT ASSEMBLY J_- �� I Q'�-d =
o a
TUBE I WINDOW ADDITIONAL Z ao
�'I WIDTH ANCHOR = vP] a F
10' MAX. (4), IF REQ. w y °u e O
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
ADDITIONAL n Z
LOCATIONS AND QUANTITIES. SEE SHEET o
(Ai cF REQ 3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
WINDOW TUBE. `
WIDTH ; `�ON�C N3F
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Qom;'• ��
LOCATIONS AND QUANTITIES. SEE SHEET No. 58705
3 FOR ANY ADDITIONAL ANCHORS ' * : •:
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. b '•"` �=
- O '• owql
OF C(/
/., /0NAL E l��
NOTES: 1
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. Al4iJIdIh)llu R, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.M 68705
Design Pressure (psp for Single Windows, All Anchor Gro
ups
Window Width
under 23'
25.15118°
27a14'
30"
3S
37"
under 23'
*9a-130
+gp/_730
+90r-130
+9a-130
9-130
+9a-73025-15/16'
+90l-130
+90/-130
+9a-730
+90I-130
+9a-130
+9a-13038-3/8•
+8a-130
+90/-130
+9a-130
+9a-130
M-1
+9a-130
+90/-130
48"f90l-130
+9a-130*90I-130
+9a-130
+9a-130
+901-130
=505/8'
+901-130
+9a-130
+9a-130
+90%130
+90I-130
+90/-13060'+901-130
+901-130
+901-130
+9a•130
+901.730
+801-13063'+90l-130
+901-130
+9a-130
+90l-130
+9a•130
+g0/-129.6
72°
+901-130
+901-130
+9a-130
+90/-130
+901-129.1
+9D1-122.5
+901-113.8
76'
+90/-130
+90/-130
+90l-130
+9a-730
+9a-124.1
+Ba-716:7
+9a-107.6
84'
+90f-130
+901-130
*9a-730
+9a•130
+9a-716.4
Design Pressure (pst) 6x Wlndave Attached to a Horitomal Fmme Assembly Tube
Wlndwr Width
under 23'
25-15116'
27914'
3D•
331/T
35'
3T
Anchor
Group
Anchor
G
Anchor
Anchor
Anchor Group
Anchor Group
Anchor Group
TABLE 11' FOR GLASS TYPES:
PP.ODUCT REVISED
3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) m "mplying wdhtheflortda
7 7/8" LAMI. IG: (/3/16" AN - 1/4" AIR - 3/16" HS -.090" SG - 3/16" HS 6nilaiag o
l ) Aacplwlce24o 1 '��'•
9) 7/8" LAMI. IG: (3116" T -1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) EtPlra len o-�e
'SG'= SENTRYGLASPBY KURARAY AMERICA, INC. By
rd;amr Dd_Proa"etf f
�U
WINDOW
HEIGHT
Ll ( J
O
WINDOW �, DO 0-
WIDTH yL
SEE SHEETS 1 8 4 FOR ¢ r z U
o6 rn I
WINDOW ANCHOR
LOCATIONS AND QUANTITIES. H Z o
TABLE 12 Q
J LL
rus
UO
LLJ LLI�- � OnW O o vz°icoZ Zo'O
� O
g Z w
O O g Q r
FRAME m� O m O
ASSEMBLY g u k W ' Q w
IT MAX. +� �' TUBE ¢ -D o '� 0 iz U rn
TABLE 13•
WINDOW ®
HEIGHT v o rO1i
WINDOW FRAME R y
HEIGHT ASSEMBLY o m t "� j
TUBE _ I WINDOW ADDITIONAL z W a G' Q
-'7 WIDTH ANCHOR g: p o
10' MAX. (4), IF REQ v o
r SEE SHEETS 1 8 4 FOR WINDOW ANCHOR Z a
T ANCHOR AL LOCATIONS AND QUANTITIES. SEE SHEET u
(4) IF REO 3FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. `�\\\
VINDOW aNY LYNIV
-i WIDTH I'�- ` �,. 1.\CENT"'•.
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR : Q: '•,
LOCATIONS AND QUANTITIES. SEE SHEET * No. 58705
3 FOR ANY ADDITIONAL ANCHORS -
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. SOY ` 6• El
t ; ' 4
i CAS ' :c�OR10?.•'•G\��
NOTES: 1 I 1 \ \
1) SEE SHEET d FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYIG�1 f iICL�R. P.E'
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.xsa7os
a Design Pressure (psfj far Single Windawa, All Anchor Gro
ups
Window Width
under 23'
2575/16°
27-314•
30'
33-1l2'
35'
3T
under 23'
+sa-13o
+sa-13o
+sor-13o
+sa-13o
+sOr-13o
+g01-13o
sa-1ao
25-1&16'
+9a-130
+9a-130
+901-130
+9a-130
+901-130
+001-130
+9a-130
30518'
+901-130
+9a-130
+901-130
«9a-130
+BOl-130
+801-130
+Ba-130
W
48'
+90/-130
+9a•130
+90l-130
+9a-130
+90/-130
+901-130
+9a-130
=
50518`
+9a-130
r901-130
*901-13D
+9a-130
+901-130
+g01.130
tBa-130
6
60°
+901-130
+9a-130
+90l-130
t9a-130
+BO/-130
t901-130
+901-130
63•
+9a-130
+9a-130
+gp/-130
+90/-130
«901-130
+901-130
+9a-130
72'
+901-130
+ga-130
+9a-130
+801-130
+90l-130
+90/-130
+Ba-130
76°
+901-130
+ga-130
+ga-130
+901-130
+901-130
+9p1-130
+901-130
B4'
t9a-130
+9a-130
+gp/-130
+90/-130
+901-130
Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube
Window Width
m
under 23•
2515116"
27-3f4'
30•
33-12'
35'
37•
Anchor Group
Anchor Group
Anchor Group
Anchor G
Design Pressure (psQ for Windows Attached to a Horizontal From Assembly Tuba
Window Width
R
under 23'
2S15I16
27-3fa'
30'
33.1/Z
3S
37'
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
Anchor Group
Ali
All
All
All
A
B
C8D
A
B
C8D
A
B
C8D
under 23'
f7a-90
+7a50
+7a-90
+7a-90
+7a-90
+7a57.6
+7a-90
+70/-90
+7a-90
+7a•90
+7a-7B.2
+7a-90
251511fi'
+7a-90
+70I50
+7a•90
+701.90
+101.90
*70f-90
+701-90
+7a-90
+70/-90
+7a57.6
+70/50
+7a-90
38-3I6°
+7a•90
+70/50
+70/-90
+701A0
+70r•90
+la•90
+70!•90
+701.90
+7a-90
+7a-90
+70/-90
+7a•9046'
+7a•BO
+7a50
+7a-90
«70/•90
+7a•90
+7015D
+70l-90
«70150
+70/-90+7a-90
+7a50
+7a-BOs
50.5/B'
+70/-90+7a•90
+7a-90
f70l-90
+la-9D
+7a-BO
«7a50
+7a-90
p
+701-90+7a•90
+70/-90+7a-90
g60'+7a-90+7aS0+7a-90
+TaAO
+7a-90-9+7a•90+701.90
*7a5D
+-+•+70/•9063'
+70/-90
+7a-90
+7a-90
+7a-90
+7a-90+70f-90
+70150
+7a-90
+7a50
+7a-907rwo!-so+7o/-so+s+-+7as+7a-BD+Ta•so+7aso7oABo+7a5D+7aso76"+7a-90
+7a-BO
+7a•90+7a50
+7a-91.90TO/50+701.90
+7a50
+7a-90
+7a-BO
+7a-90
64'
+70/-90
+701.90
«7a•90
+7a•90
+7a50
«70/-90
+70/•90
FOR GLASS TYPES:
TABLE 14: YT timer RIrvISP-A
5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN - .090" PVB - 1/8" AN) so¢mp4•iesw-ith04vlarids
PVB°=TROSIFOLA'PVB BY KURARAY AMERIC INC. 471-
o
A, O0 ?hrC .rjjtpy,
U
WINDOW
HEIGHT M
Cd J
O
J W
WW�IDTH � Q DOW a � Zd U
SEE SHEETS 1 & 4 FOR off$ °i
WINDOWANCHOR ❑ Ur e ❑
LOCATIONS AND QUANTITIES. LU Z d
TABLE 15: Q �I r
❑ fi
❑ ¢ ❑
Wd W CO
n N ❑
Q
tj W
N o dF-
r,C, o°0 Z Z
o
O
0'^ �Zr� w
'^ oU 2 bQ
0 V/ VJ LLI
10• MAX. FRAME
ASSEMBLY v 0 me O c V
TUBE i e � LLI _ Q
TABLE 16: WINDOW > `D
HEIGHT
ON
WINDOW FRAME r �%r e
HEIGHT ASSEMBLY O I ®"� Gi
TUBE WINDOW ADDITIONAL O m S
WIDTH ANCHOR z"ia St"i a
10° MAX (4). IF REQ. w i R 3 ,
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR > rn u o
All. LOCATIONS AND QUANTITIES. SEE SHEET ron z ¢
ANCHOR 3 FOR ANY ADDITIONAL ANCHORS cu'i
(4). IF REQ. REQUIRED FOR THE FRAME ASSEMBLY 11IIIII !!/
TUBE. `� 0 N
I WINDOW I �� /
-`1 WIDTH t---' •h}GENgF'•.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Q;' '•,�
LOCATIONSAND QUANTITIES. SEE SHEET _*; No.58705 *_
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. �0•'. S AT F�'•<(7�:
is
NOTES: AL S,?
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LVNN MILLER P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. REA 68705
Design Pressure
(psQ for Single Windows, All Anchor Groups
Window lMdth
under 23"
25.15116"
27.3l4'
30'
33-112'
35'
37'
under 23'
*7a-90
+7a•90
+701-90
+70f-90
+Ia-90
+701-00
+7a-90
2575l18'
+7a•90
+7a-90
+70l-90
+7a-90
*7gl•90
+701430
+701-90
38-318"
+7a-s0
+701-90
*7a-9D
+701-90
+7a90
*701A0
+70/-90
�,
afi•
+7a-so
+Ta-sD
+Ta-so
+7o/-so
+7aao
*7a•ao
+7or-Bo
sosre•
+7a-Bo
+]oleo
+7o%so
aor-so
+7a�o
+To/•BD
+7o!-so
60'
+7a•90
+7a-90
*7a-90
+7a-9D
+7a•90
+701.88.6
+7a�4.fi
63'
+7aA0
*70/-90
+7a-87.2
*70/•84
+7a-7B.8
I2'
+7a-88.5
+7a-81.5
+6a•TO
+fia-69.4
+6a�7.6
76'
il
+7a-B8.3
+7a•76.7
+601.87.2
+8a-65.2
*601.63.3
84'
+7aB1.3
+fia-70
+fia-61.B
Design Pressu
Deslpn Prrssrae (ps0 far Wmdowe Attached to a Hodzontel Frame Aaeembly Tube
WION
RWlrrdax
urtler 23'
23.15r18'
27�14'
30'
33.1/7
35'
37'
AnctuK
Group
Armtar
Group
Arctar
Group
Arcllor
Group
/vwlmr Gmup
Arctpr Omup
Archer Group
All
All
All
All
A
B
CeD
A
B
C8D
A
B
C6D
urger 23
+7a-90
+7m50
Na-9D
+7m-90
+7aA7,6
+7a-90
+7a•90
+7a•838
+7a•BO
+7ry.B0
+7a-7B.2
a7a-90
zS15IfE
+7a-so
aTm•90
«7a-so
.Tm-90
+7a-sD+7a-sD+7maD+7a-so.7o/-so+7aa7.s+7a-Ba+Ta-m3eare•+7a-BD+7a-sowa-sowa-Bowa-w+7a•sa+7asD.7a-9o+7a•9oaa�6.e+7a-BD+7a-so46'a7m-90
+7m.90a7a.90
P+7(Y-9.0
+7m-9D
a7a.90
a7a.90a7m80
a7a-BO
+701-90
+7a.f10
+7a.90
+7a-90
sa-sra-+7a-sD+7a-Boas-sD+Ta-so+7a-so«.7a-soe.e+7a-so+Tveo60'+1a-90
a7a•90
+7a-90
a7a-90
+71V-90
+7a�6.8
+7fV•88.8
+7pf-88,8
+70%B4,B
+701.84.6
a7ab6.8
63'
+7a-BO
a7a-90
+7m-90
+7m-90
a7a-87.2
+701�7.2
+7a�4
ala•84
a7a-ed
a70f-T9.8
+7a-79.B
.7m•79.9
�
72'
+7a-90
+7a-90
+7m�8.5
+7a-81.5
+60r-70
aFW-70
+6a-70
a6a69.4
a60/•68.4
a8llb8.4
+6mE7.8
+60167.8
+60/87.6
76
+7a-W
+7a-90
+7m-86.3
+7a-76.7
+e01$'T2
a60/u77.2
+Ba6T.2
+Bad52
+6ai5.2
+6a-65.2
+�IE3.3
+6m�3.3
+6a83.3
84'
+T[V-BO
+7a•90
+7a•81.3
a6a-70
+6a�1.8
+60/�1.0
FOR GLASS TYPES:
TABLE 17: IROLIOCt R0,'MB0
6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) r" r r ;;1cM AWrida
8) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3l16" AN - .090" SG - 3/16"AN) ; pmnce lb
:;tication Dafc 1'j'
'SG"=SENTRYGLAS BYKURARAYAMERICA,INC.
iv
Liam 'Oadd2:oducsd'•4Kl*:/?
�U
WINDOW
HEIGHT
J
W O
WWIDTH m 0L n
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR ❑ (� 'o ❑
LOCATIONS AND QUANTITIES. W Z o
TABLE 18• Q r
con J J LL
W' F- v O
W W O
N
r � LU
W
N O dZ
op ❑ Z
o O o°� ?Z_
7
U) U) O
O o z w
o� " r
mp m'O W �U
FRAME 0 ; � 2 W = Q
10' MAX. -� 4.-- SEMBLY c '� o ❑ iL; U �n
I TUBE
w
TABLE 18• ® c N
WINDOW opg ~oi °i
• HEIGHT
OLL 10w0 =
5
_ I WINDOW I _ ADDITIONAL rij � o
'l WIDTH I-- ANCHOR o - z a
(4). IF REQ. > o '-' 7 0
0
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR o z
LOCATIONS AND QUANTITIES. SEE SHEET •-
3 FOR ANY ADDITIONAL ANCHORS 11111
REQUIRED FOR THE FRAME ASSEMBLY • •
TUBE. `� �'��.•'•L10ENgF'
Q;
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR No. 58705
LOCATIONS AND QUANTITIES. SEE SHEET -
3 FOR ANY ADDITIONAL FRAME
ASSEMBLY
='p �•Ct � =
REQUIRED FOR THE FRAME ASSEMBLY % � '• � � :1 �`
TUBE. !V
" 7,,'ONAL I�� •`•
NOTES:
1) SEE SHEET FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.f158705
Deslgn Pressure
(psQ for Single Windows, All Anchor Getups
Willow Width
5.15f1E
27314'
30'
33112'
35'
3T
under 23'
+90I-130
+901-130
+901-130
+90l-130
+90/-130
+9Ill-130
25.15I76'
+90/-130
+90/-130
+901.130
+g01.130
*901-130
+9p/-130
383/8"
+90/-130
+90/-130
+90l-130
+901.130
+90/-130
+90/-130
w
48'
U
+BO/-130
+90/-130
+90/-130
+901-130
*901-130
+B01-130
s
50-5/8'
+90/-130
+90/-130
+90/-130
+901-130
+g0/-130
+801-130
'G
60'
+90/-13p
+B01-130
+901-130
+90)-130
+901-130+901-13063'
+80/-130
+90l-130
+901-130
+901-130
+901-130
+901.130
72'
+901-130
+90/-130
+90/-13p
+901-130
+90/-130
+gp/-124.6
+90/•115.7
78'
+g0l-130
+g01-130+901-130
*801-128.2
*90I-118.7
+g0/_709.6
84'
+90l-130
+g01.130
+90/•130
+90/-130
+90/-118.4
Design Pressure (psQ for Windows Attached to a Ve
Design Pressue (Ps0 for Windows Aneched to a Horfzemel Frame Assembly Tuba
WNdaw Wldlh
under?]'
25.15116'
27bl4'
30'
33.12'
35'
3T
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Getup
Anchor Group
AnchorGmup
Anchor Group
All
All
All
All
A
B
C8D
A
e
C8D
A
e
C6D
under 23"
25-15/16'
+70/50
+701-90
+70!•90
+70fS0
+70!•90
+70/-90
+701•90
+701-Bfl
a7a/A0
+70/-9D
+701.67.6
+701-90
+701-90
+701-BO
a70/SO
+70/90
r701A38
+70/AO
a70/-90
+TO/-90
+70ISD
*701�7,6
+TOI.79,2
+701-90
+70l-90
+70/AO
3&316'
+70/-90
a70r•90
+70/•90
+70!•90
+70/AO
+701�0
+70f-90
+701A0
+701•90
+70%90
«70/-9D
+701-90
+70/-60
49"
+701-90
+70I-W
+70f-SO
+701-90
+70l-90
+TOISO
+701-BO
+7014)0
r701.90
+70/90
+70f�0
a7D1-90
+70/b0
y�
505i8'
+70/-90
+70/•90
+TO/SO
a701•90
+70/50
,70r�0
+70/-90
+70/b0
«70/-80
+70790
+70/S0
NO%90
*70fA0
60'
+TOr-90
+70/•90
•TOf•90
+70F90
+70/b0
+T01.80
,70/•90
+TOIAO
+70IA0
+70f-90
+70/�0
+70150
a70/s0
F
63•
+7or-9D
+TON90
+7ws0
+701ao
+TO%00
.ToraO
+70/AO
+70/b0
«T0/-BO
,7a�0
+TO%90
+70/-Do
+70/So
5
72•
a701-90
,701SD
+701-90
+70f•90
+701.90
+701A0
+70%9D
«701-90
+70F80
N01b0
+701SO
+70/-90
+70/s0
76'
+701-tA
+701.90
a701-90
+TO/•90
+701.90
«701-90
+701AD
+70/�0
+701�0
a70/s0
+70/AD
a701-90
+70/•90
94'
a7D/-90
+701-90
*T01�0
+701.90
+70190
«701-90
+701A0
WINDOW
FRAME
HEIGHT
ASSEMBLY
TUBE
10" MAX.
ADDITIONAL
ANCHOR
(4), IF REQ.
I
I��
WINDOW
WIDTH
TARI F 9n-
Item
Dw9. #
Description
Material
1
7002
Main Frame Head, Sill &Jamb
6063 T6Alum.
2
7071
Anchor Plate
605378AIum.
3
7003
Sash Top, Bottom &Side Rail
6063-T6Alum.
4
700B
Frame Comer Key
Steel
5
7009
Sash Corner Key
Steel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Corner Gasket
Vinyl Foam
8
7070
Bulb Weatherstri .187" x.275"
Flex PVC 70
10
7024
Maxim Multi -Point Lock
Steel
11
7026
Lock Support Plate
Steel
12
7014
Multi -Lock Keeper
Steel
13
7013
Tie Bar Guide
Nylon
14
7015
Tie Bar Assembly
Steel or SS
15
7028
Maxim Dyad Operator, WW<-24"
Steel
16
7027
Maxim Dual Arm O perator,WW>24"
Steel
17
7030
Operator Gasket
Vinyl Foam
18
7031
Operator Backing Plate
Steel
19
7051
Operators acer8lock
Nylon
20
7032
Stud Bracket
Steel
21
7033
Operator Track & Slider Dual Arm)
Steel
22
1 7023
1 Egress Hinge (HeavyDu -,Manuf. by Truth
Steel
23
1 7050
1 Egress Hinge/Washable (HD), Manuf, by Truth
Steel
24
1
ISnubber, Anti -blowout Clip
Steel
32
1713
Setting Block 5/32" x 3/16" x 1-1/4"
EPOM
33
1714
Setting Block 5/32" x 7/16" x 1-1/4"
EPDM
35
7036
Lam] Bead B
6063-TO Alum.
36
7042
Laml Bead C
6D63 TB Alum.
37
7059
Laml Bead D
6063-TS Alum.
38
1224
Vinyl Bulb Wstp Thick
Flex PVC 70
39
1225
Vin I Bulb Wst Thln)
Flex PVC 70
50
1 Dow 899Silicon Backbedding
60
7006
Screen Frame
3105•1-114 Alum.
61
7040
Screen Corner Key
Polypropolene
62
Screen Cloth
Fiberglass
63
1635
Screen Spline
EM. PVC
64
320
Screen Spring
Stainless Steel
70
134
Add -on Flange
6063-TBMunt
71
7004
Frame Assy Tube
6063-T6 Alum.
80
#8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B
Stainless Steel
81
1157
#8 x 1/2" Ph. Pn. SMS
Stainless Steel
82
#8x 5/8" FI. Ph. SMS
Stainless Steel
83
98x 7/8" Ff. Ph. SMS
Stainless Steel
84
#8x 1" FI. Ph. TEK
Stainless Steel
85
#8x 1" Quad Pn SMS
Stainless Steel
86
#8X 1-1/2" Quad Pn SMS
Stainless Steel
87
#lOx 1 2" Ph. Pn./ TEK
Stainless Steel
89
#10.24x 9/16" Ph. Pn. TYPE F
Stainless Steel
90
1012 x 1" Ph. Pn. TEK
Stainless Steel
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE INTERIOR
AS
T
No.58705 •�
•�
�: •.
%per ST I 7(/��
C(/\
�(�s'••'4ORmP„`••' �•��
.""•
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
// S/ \G��
'//rrONALtS1t��
(941) 480-1600
rc°Iunust"T02DD17
RIES, INC.
A LYNN MILLER P.E.
P.EF 58705
ALL RIGHTS RESERVED
CERT. OF AUTH. 29296
SASH
6sed By: Dole: Revision:
JR 05/26/17 ND CHANGES THIS
dsed By: SHEET.
Date: R-I,; :
PRODUCT REVISED
as comOying with dw Fkwida
solidus cda
Acceptenac too/-1%14.14-
Ex itatioo Drte
By
MiAm?a-
Product camel
3OM AND CORNER VIEW
rtk:
CASEMENT WINDOW DETAILS - LM 8r SM
ieries/Model: Sccle: Sheet: om.;i g M
CA-740 NTS 10 OF 11 MD-
J ROSOWSKI
Gate:
08/08/12
CA740-LM I C
STRUCTURAL 1/4" NOM.
POLYISOBUTYLENE
WrrH DESICCANT
EXT.GLASS
V,NT.GLASS
KODISPACE
too 4SG TIPS
ALUMINUM
BUM &
DESICCANT
FOAM
EXT.GLASS
INT. GLASS
DURASEAL®
toe SPACER
HOT -MELT BUTYL
STRUCTURAL
SILICONE FOAM 3116' NOM.
WITH
DESICCANT
EXT.GLASS
INT. GLASS
SUPER
SP-AC ER@NXTT11
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT.GLASS
DESICCANT FILL AREA
5116" NOM.
SILICONE SEAL
XL EDGETAI
,G3 SPACER
GLASS
Part #
Description
Material
100
Kommeding 4SG TPS Spacer System
101
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
102
Quanex Duraseal Spacer
Materials
103
Cardinal XL Edge Spacer
Ktl•CRCIYI.0 IC.71 RCr'�Ria. �,�t+. , ava. u�a,v
A62'�:-j
1-
NOM.
2.919'
.439"
1 FRAME HEAD,
SILL & JAMB
#7002,6063-T6
1,356"
1j==j'
.095"
OANCHOR PLATE
#7071, 6063-T6
06'
.050" 7
.865'
T
35 BEAD B
#7036.6063-T6
.172"
.870" ,050"
Y— .569'
37 BEAD D
#7059, 6063-T6
1\\nul4r
LYNAI
_�� V\DENSE •. ((� �
* : No.58705 * =
O f 0
'• F �.
1070 TECHNOLOGY DDRIVE�
iO •'•.F<ORIOP,.•'• ���
�, ass/ •••••.•• ���%��•
N. VENICE. FL 34275
(941) 480-1600
COPYRIGHT020v
PGT INR STRIFS, WC.
A LYNN M01ER P.E
P,E.N 58705
ALL RIGHTS RESERVED
CERT. OF AUTH. P29296
i
.434
r. Ofi2"
NOM.
1.159'
I
2.t3
3 SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
.040' ,�000'
.423' •-- t--1
FIXED
60 SCREEN FRAME
#7006, 3105-H14
.050'
.865'
ti l� 7
36 BEAD C
#7042. 6063-76
lsed cy: Vote: Revisron:
JR 05/25/17No SHEET. CHANGES THIS
-+i 1.124• r►--
.125'
2.701'
.062"
71
FRAME
ASSEMBLYTUBE
#7004,6063-T6
ri 2203" +{
rL
I�
.093"
.093'
70 ADDON FLANGE
9134,6063-T6
PRODUCT REVISED
as con:piying with theFWdo
Building Co& -t / ,1
A=I,=x Noi -bo 4--%4-
Cxpimric DatC�'.�
Munn- Ede toiwct��
EXTRUSIONS & SPACERS I J ROSOWSKI
Ptle: Odle:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
ienes/Model: Scale: Sheet: Orawing No. Rev:
CA-740 NTS 11 OF 11 MD-CA740-LM C