HomeMy WebLinkAboutProduct Approval (5)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. MD-CA740-LM, titled "Casement Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E., bearing the MiamiDadeCounty Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0519.13 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.
J NOA No. 16-0629.21
MIAMI-DADE COUNTY i(( Expiration Date: April 11, 2018
6161, Approval Date: August 11, 2016
Page 1
M IAM I•DADE
MIAMI-DADE COUNTY
m
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)
w .miamidade.eov/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. MD-CA740-LM, titled "Casement Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E., bearing the MiamiDadeCounty Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0519.13 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.
J NOA No. 16-0629.21
MIAMI-DADE COUNTY i(( Expiration Date: April 11, 2018
6161, Approval Date: August 11, 2016
Page 1
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 B dated 05/05/16, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal" spacer system, Super Spacer'o NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a 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-5m
Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.13)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuele'l, .E.
Product Contro Exa finer
NOA No. 1 - 629.21
Expiration Date: April 11, 2018
Approval Date: August 11, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
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-5t' Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.13)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.13)
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries for their Series "CA -
740" Outswing Aluminum Casement Window - L.M.L" approved on 07/16/15 and
expiring on 04/11/18.
Manuel Iserez
Product Control Ex mine
NOA No. 16- 29 1
Expiration Date: April 11, 2018
Approval Date: August 11, 2016
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 LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, 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 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 STRUCTURAL/CYCLE 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.
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) REFERENCESTEST 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:
6" MAX.
_ 7/8" NOM
Glass Types
Sheet #
FIT
5/16" Lami (1/8 An -.090" PVB -1/8 An)
5
2
7116" Lami (3/16 An -.090" SG - 3/16 An)
6
3
7/16" Lami (3/16 HS -.090" SG - 3/16 HS)
7
4
7/6" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An)
5
( 5
7/8" Lami. IG (118" T - 7/16" Air - 1/8" An -.090" PVB - 1/8" An)
8
6
7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An -.090" SG - 3/16" An)
9
7
7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" HS -.090" SG - 3/16" HS)
7
8
7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An -.090" SG -3/16" An)
9
9
7/8" Lami. IG (3/16" T- 1/4" Air- 3/16" HS -.090" SG - 3/16" HS)
7
"PVB"=
BUTACITE PVB BY KURARAY AMERICA, INC.
"SG"=
SENTRYGLAS® BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE
= 37" WIDTH _
25.476" MAX. O.C. IF WIDTH IS
UNDER 33.476" (HEAD & SILL
4" MAX.
--In B, SEE SHEET 2
I
A
69"
VISIBLE
LIGHT
HEIGHT
(DLO)
17-1/2"
' MAX.
A, SEE O.C.
SHEET2 y
5/16" LAMINATED !_
GLASS STACK
090" BUTACITE®PVB
BY KURARAY
1/8" ANNEALED AMERICA, INC
GLASS\ Y
1/8" ANNEALED
EXTERIOR 39 GLASS
a �
li 35 11/16" GLASS BITE
3
50
32
GLASS TYPE 1
7/16" LAMINATED
GLASS STACK
090" SOP BY KURARAY
3/16" ANNEALED OR AMERICA, INC.
HEAT-STRENGTHENEDw
GLASS 3/16" ANNEALED OR
HEAT -STRENGTHENED
EXTERIOR 38 GLASS
11/16" GLASS BITE
36 ''
3 J
/
50
32
GLASS TYPES 2 & 3
7/8" NOM
6" MAX.
_ 7/8" NOM
O.C.
GLAZING DETAILS ......... .................
USEANCHOR
INSTALLATION.... ................... -......
PAIR AT EACH
I!— 5/16" LAMINATED GLASS STACK
GLASS STACK
JAMB IF
-
HEIGHT IS
ANCHOR QUANTITIES ....................
26" OR OVER
5/16" LAMINATED !_
GLASS STACK
090" BUTACITE®PVB
BY KURARAY
1/8" ANNEALED AMERICA, INC
GLASS\ Y
1/8" ANNEALED
EXTERIOR 39 GLASS
a �
li 35 11/16" GLASS BITE
3
50
32
GLASS TYPE 1
7/16" LAMINATED
GLASS STACK
090" SOP BY KURARAY
3/16" ANNEALED OR AMERICA, INC.
HEAT-STRENGTHENEDw
GLASS 3/16" ANNEALED OR
HEAT -STRENGTHENED
EXTERIOR 38 GLASS
11/16" GLASS BITE
36 ''
3 J
/
50
32
GLASS TYPES 2 & 3
7/8" NOM
_
_ 7/8" NOM
1
GLAZING DETAILS ......... .................
GLASS STACK
INSTALLATION.... ................... -......
2
I!— 5/16" LAMINATED GLASS STACK
GLASS STACK
3
ANCHOR SPECIFICATIONS............
7/16" LAMINATED
-~ GLASS STACK
ANCHOR QUANTITIES ....................
4
DESIGN PRESSURES .................
..5-9
/1/8"ANNEALED GLASS
10
_
3116" ANNEALED OR
/
7/16"AIRSPACE ����/ .090"BUTACITE®PVB 1/4"AIRSPACE
1/8" ANNEALED OR �n BY KURARAY 3/16" ANNEALED �\
TEMPERED GLASS'�� AMERICA, INC. GLASSY Y
ti
38' ~�1/8"ANNEALED 38
EXTERIOR 1 GLASS EXTERIOR
76" �� II 11/16"GLASS BITE an Jj
HEIGHT
► B
_ 14-1/2" MAX. O.C. IF WIDTH IS
4" MAX. r — 33.476" & OVER (HEAD & SILL)
30" VISIBLE
-- OPENING (DLO)
TYP. ELEVATION OF CASEMENT WINDOW
1
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-04
•ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
• AIS I -S 100-07/S2-2010
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 DETAILS/BOM..............
10
EXTRUSIONS/SPACER ....................
11
`1111111111/7j
05-
OST 7E dF� 14610�
CCS •'•'��ORIOP. • •'�\?�:
lr ®
NAL 1111100\\\
A. LYNN MILLER, P.E.
P. E # 58705
GLASS TYPES 4 & 5
7/8" NOM
GLASS STACK
1070 TECHNOLOGY DRIVE
N VENICE, FL 34275
P O. BOX 1529
NOKOMIS, FL 34274
CERT OF AUTH. #29296
1 /4" AIRSPACE -
3/16" TEMPERED
-I �- HEAT -STRENGTHENED GLASS
090" SOP BY KURARAY
__—AMERICA, INC.
± �,3/16" ANNEALED OR
HEAT -STRENGTHENED GLASS
1111�SS BITE
GLASS TYPES 6 & 7
_I
7/16" LAMINATED
—� GLASS STACK
3/16" ANNEALED OR
—� /HEAT -STRENGTHENED GLASS
090" SGO" BY KURARAY
'may I' ---AMERICA, INC
3/16" ANNEALED OR
O
HEAT -STRENGTHENED
GLASS
1111/�SS BITE
GLASS TYPES 8 & 9
Revised By.
Date
Revision B.
JR
05/05/16
ADDED SHEET 11
WITH SPACERS.
Re,sed By
Date.
Rev,s,on A
^ 000CT RFV 3SED
rs con't0ying with ft Fkgi&
F,,=, daig Cade
Cd
t1Ct�jfY69i�10lYp''Qa64 46
Exiwragqt DaFe Y'S
R V
ra8i8reae e
Descnption: Drown By
GLAZING DETAILS J ROSOWSKI
Idle. Dote -
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model. Scale' Sheet I Drawing No Rev:
CA -740 NTS 1 OF 11 MD-CA740-LM B
P
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET 4 `L
r
ATTACHED TO
FRAMEJAMB
EXTERIOR ATTACHED TO
VENTJAMB
tmgov
WINDOW
EGRESS FORMULAS:
HEIGHT
A1, BELOW
VISIBLE
14
LIGHT
HEIGHT: WINDOW HEIGHT -6
HEIGHT
0 1
(DLO)
VISIBLE LIGHT FORMULAS:
ATTACHED TO L
FRAMEJAMB
ATTACHED TO
VENTJAMB
tartasan
CONCRETE
PER ANCHOR "
REQUIREMENT .
- EDGE DISTANCE
EMBEDMENT
J_ 6
8J
13
83
12
11
JAMB
10 HARD-
WARE
INSTALLATION
OPTION 2
CONCRETE/CMU INSTALLATION ANCHORS
PERANCHOR DIRECTLY INTO MASONRY
REQUIREMENT i=
1/4" MAX
TYP. ANCHOR SHIM
I. TYPE,
EMBEDMENT
AND EDGE <
DISTANCE PER \
SUBSTRATE,
SEE TABLE 3,
SHEET4. –�
EDGE
DISTANCE
EMBEDMENT °-
�f BUCK
�i HEIGHT
\.
ATTACHED
TO FRAME
JAMB
ss
IIS
�` 62
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
BUCK WIDTH
ATTACHED TO
FRAME SILL
ATTACHED TO
VENT SILL
g�} 18 84
( �/ BELOW OPERATOR ARM
- 82 2 Gil I - `- A ACH.,FD TO VENT SILL
1 -VISIBLE LIGHT WIDTH (DLO)
FOR SNUBBER REQUIREMENTS,
SEE TABLE 4, SHEET 4.
,- WINDOW WIDTH
HORIZONTAL SECTION A -A
SEE DETAIL
EGRESS FORMULAS:
LL Width I
A1, BELOW
—
WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2
NOTES:
HEIGHT: WINDOW HEIGHT -6
'
0 1
1) USE ONLY SUBSTRATE -APPROPRIATE
VISIBLE LIGHT FORMULAS:
ANCHORS MAY NEED TO BE
WIDTH: WINDOW WIDTH - 7
INSTALLED THROUGH THE
HEIGHT: WINDOW HEIGHT - 7
ANCHORS LISTED ON TABLE 3, SHEET 4.
o 117" -- 22.9"
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
1
0
FOLLOW EMBEDMENT AND EDGE
26"+
1
1
J
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
10" MAX.
SIDE OF THE WINDOW.
��
TT
\
2) ALL WOOD BUCKS LESS THAN 1-1/2"
j
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
—�
�— 10" MAXI
I
L_
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. MAXIMUM
SHIM THICKNESS TO BE 1/4".
[�
1X WOOD
1 �I BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4" MAX SHIM
EMBEDMENT
1
INSTALLATION OPTION 3 VERTICAL SECTION B -B
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
DET
A
SEE DETAIL A2, BELOW
A2
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
11
/ 13 #12 STEEL
SELF -DRILLING
i SMS, SEE TABLE
j 3, SHEET 4.
DADE APPROVED
MULLION, ALUMINUM,
STEEL FRAMING OR
T STEEL STUD.
_ EXTERIOR
I
Additional Anchors Required on each
Side of the Frame Assembly Tube (FAT)
Window I
EGRESS FORMULAS:
LL Width I
WIDTH, WASH HINGE: WINDOW WIDTH - 13-1/2
NOTES:
WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2
1) WHEN INSTALLING
HEIGHT: WINDOW HEIGHT -6
COMBINATION UNITS,
0 1
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.
o 117" -- 22.9"
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
SEE TABLE BELOW:
0
Additional Anchors Required on each
Side of the Frame Assembly Tube (FAT)
Window I
Anchor Type
LL Width I
A
B, C& D
—1711- 22.9"0
I 0
Em 23'-25.9-
0 1
26"+
1 1
r Window
Anchor Type
LL Height
A
B, C 8 D
o 117" -- 22.9"
0
0
23" - 25.9"
0
1
26"+
1
1
Revised By Date Revision B:
PRODUCT REViSEO
as cerspilying vri6 i &tx Ru
F_!u�^ezaaF�,m¢ ISatc
1 11 1XI's
' 6p NYJ(
® IRevised By Date Revision A MYeerts )`lode Pzaduet Coney
Descnption: jjj���,,,jjj Drown By:
CROSS SECTIONS & INSTALLATION J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: Date
N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
P.O. BOX 1529
NOKOMIS, FL 34274 Series/Model. Scale: Sheet Drawing No Re,
A. LYNN MILLER, P E. CERT OF AUTH. #29296 ( CA -740 NTS 2 OF 11 MD-CA740-LM B
P.E.# 58705 I
CASEMENT (X)
WINDOW </
HEIGHT \ �a
WINDOW
�I WIDTH
740 SERIES /
CASEMENT EXTERIOR
WINDOW n
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 PRODUCT'S 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
"WINDOWANCHORS 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 If CASEMENT (XX)
FIGURE 1:
AWNING / CASEMENT / FIXED CASEMENT (XX0)
1-- 10", 10", SEE NOTE 7, THIS SHEET
FIGURE 2: 740 SERIES
AWNING
WINDOW'
D FRAME
ASSEMBLY
— TUBE
10", SEE NOTE 7, L _-�D - - THIS SHEET 740 SERIES \
/ CASEMENT
WINDOW
X /
E FRAME
ASSEMBLY
L —E TUBE
/ \ 740 SERIES
-- FIXED WINDOW"
`SEE PRODUCT'S NOA FOR - -
INSTALLATION SPECS
-. J
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01 m
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740 740
SERIES FRAME SERIES
CASEMENT ASSEMBLY CASEMENT
WINDOW TUBE
WINDOW
I
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MIN. # 12 X 1" SMS
THROUGH
INSTALLATION HOLES
MIN. #12X j1L,1
1" SMS
THROUGH
INSTALLATION
HOLES r1n
w L 740 SERIES
AWNING
WINDOW
FRAME
ASSEMBLY
TUBE
740 SERIES
GI CASEMENT
SERIES \ 740 SERIES
CA
CASEMENT EXTERIOR FRAME ASSEMBLY —CASEMENT
WINDOW �1., TUBE WINDOW
��// EXTERIOR
HORIZONTAL SECTION C -C
i
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D
EXTERIOR
740 SERIES
CASEMENT
WINDOW
VERTICAL SECTION E -E
FRAME
ASSEMBLY
TUBE
MIN. # 12 X
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 5-9, FIND THE SHEET FOR YOUR GLASS TYPE.
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN
PRESSURE (PSF) FOR WINDOWS ATTACHED TO A 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, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
4) USING THE TABLE LABELED "W/NDOWANCHORS 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 WINDOW'S
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 1" SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
OPPOSITE FRAME MEMBER.
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5) THE FRAME ASSEMBLY TUBE MAY m
NOT EXCEED 62" IN LENGTH (AS USED y
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 Window Anchor Type
LL Width A B, C & D
17" - 22.9" 0 0
d 23" - 25.9" 0 1
26"+ 1 1
a Window Anchor Type
LL Height A B, C & D
17" - 22.9" 0 0
0
23" - 25.9" 0 1
g) 26"+ 1 1
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A LYNN MILLER, P.E
P.E.# 58705
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TABLE 2:
35"
Cal
37"
Anchor Group
Anchor Group
A
Min.
Min.
A
Anchor
C&D
2
2
2
2
Min.
2g
Group
Anchor
Substrate
Edge
O.C.
Window
Anchors Required
2
2
2
Distance
Distance
3
Required?
3
1/4" steel Ultracon
Hollow Block
1"
4
4
4
4
4
Window Width (in)
5/8"
1"
1-3/8"
No
A
#14, steel SMS (G5)
6063-T5 Alum.
under 23"
5/8"
.050"
25-15/16"
4
or #14, 410 SS SMS
27-3/4"
3/8"
30.33-10
.050"
No
6
6
A653 Stud, Gr. 33
3/8"
5/8"
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
5/8"
1"
1-3/8"
A
B
C&D
A
B
C & D
A
B
C&D
A B
CSD
A8
5/8"
C&D
No
8
Jamb
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2.85k Concrete
under 23"
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
2
3
2
1-3/8"
Yes
Jamb
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
25-15/16'
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
2
3
2
5/8"
.0713"
Jamb
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
38-3/8"
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
3
3
2
2-1/2"
5"
Jamb
4
4
4
4
6
4
4
6
4
4 6
4
4
6
4
No I
48"
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
3
3
2
2
3-1/8"
5"
1-1/4"
No 1
Filled Block
2-1/2"
5"
1-3/4"
No
E
I
Jamb
4
6
4
4
6
4
4
6
4
4 6
4
6
6
4
50-5/8"
2
2
2
2
2
2
2
2
2 3
2
3
3
2
.E
Head/Sill
2
S
I
Jamb
6
6
4
6
6
4
6
8
4
6 8
4
6
8
4
60"
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
3
3
2 1
Jamb
6
6
6
6
8
6
6
8
6
6 8
6
6
8
6
63"
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
3
3
2
Jamb
6
8
6
6
8
6
6
8
6
8 10
6
8
10
6 1
72„
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
2
3
2
Jamb
6
8
6
8
8
6
8
10
6
8 10
6
8
10
6
76"
Head/Sill
2
2
2
2
2
2
2
2
2
2 3
2
2
3
2
Jamb
8
8
6
8
10
6
8
10
6
8 10
6
8
10
6
84"
Head/Sill 1
2
2
2
2
2
2
2
2
2
2 3
2
2
3
2
TABLE 3:
35"
Cal
37"
Anchor Group
Anchor Group
A
Min.
Min.
A
Anchor
C&D
2
2
2
2
Min.
2g
Group
Anchor
Substrate
Edge
O.C.
Embedment
Plate
2
2
2
Distance
Distance
3
Required?
3
1/4" steel Ultracon
Hollow Block
1"
4
4
4
4
4
S. Pine
5/8"
1"
1-3/8"
No
A
#14, steel SMS (G5)
6063-T5 Alum.
3/8"
5/8"
.050"
No
4
or #14, 410 SS SMS
A36 Steel
3/8"
5/8"
.050"
No
6
6
A653 Stud, Gr. 33
3/8"
5/8"
.035", 20 Ga.
No
3
3
S. Pine
5/8"
1"
1-3/8"
No
4
#12, steel SMS (G5)
6063-T5 Alum.
3/8"
5/8"
.050"
No
B
or #12, 410 SS SMS
A36 Steel
3/8"
5/8"
.050"
No
8
6
A653 Stud, Gr. 33
3/8"
5/8"
.035", 20 Ga.
No
3
8
2.85k Concrete
2-1/2"
4"
1-3/8"
No
3
1/4" steel Ultracon
2.85k Concrete
V
4"
1.3/4"
No
10
6
Hollow Block
2-1/2"
5"
1-1/4"
No
C
3
S. Pine
5/8"
1"
1-3/8"
Yes
#12, steel SMS (G5)1
6063-T5 Alum.
3/8"
5/8"
.0713"
Yes
or #12, 410 SS SMS1
A36 Steel
3/8"
518"
.050"
Yes
A653 Stud, Gr. 33
3/8"
518"
.045", 18 Ga.
Yes
S. Pine
5/8"
1"
1-3/8"
Yes
#14, steel SMS (G5)1
6063-T5 Alum.
3/8"
5/8"
.0713"
Yes
or #14, 410 SS SMS1
A36 Steel
3/8"
5/8"
.050"
Yes
A653 Stud, Gr. 33
3/8"
5/8"
.045", 18 Ga.
Yes
2.85k Concrete
1"
4"
1-3/4"
Yes
I
2.85k Concrete
2-1/2"
4"
1-3/8"
Yes
D
1/4" steel Ultracon
I
Hollow Block
2-1/2"
5"
1-114"
Yes
Filled Block
2-V2"
4"
1-3/4"
Yes I
1/4" 410 SS I
3.351k Concrete
1"
5"
1-3/4"
No I
CreteFlex
Hollow Block
2-1/2"
5"
1-1/4"
No I
3.5k Concrete
1-1/4"
5"
1-3/4"
No
5/16" steel Ultracon
Hollow Block
3-1/8"
5"
1-1/4"
No 1
Filled Block
2-1/2"
5"
1-3/4"
No
NOTES:
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
TABLE 4:
Jamb Snubber Locations
Glass Type:
PVB SG
(Types 1, 4 & 5) (Types 2, 3 & 6-9)
63" and None 12" max. from
less Required each end & 30"
max O.C.
i 12" max. from 12" max. from
over 63" each end & 30" each end & 30"
max O.C. max O.C.
"PVB"= BUTACITOP B BY KURARAY AMERICA, INC.
"SG"= SENTRYGLAS"bY KURARAY AMERICA, INC.
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.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SG LAMI. GLASS,
1/4" MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE
CASEMENT ANCHORS:
A) FROM TABLE 9, 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.
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 (SEE SEPERATE NOA):
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND
SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2B, 5 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).
61
SAMPLE CONFIGURATIONS:
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P.rimm DsO& Prcd,s
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10" 10"
4"
4., � � 4„
4" t
1
13 25"
T
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25" —�
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20"
20" - � �{
48"
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35"
Cal
37"
Anchor Group
Anchor Group
A
B
C&D
A
B
C&D
2
2
2
2
2
2g
3
3
3
3
3
3
2
2
2
2
2
2
3
3
3
3
3
3
4
4
4
4
4
4
3
3
3 1
3
4
3
4
6
4
6
6
4
3
3
3
3
4
3
6
6
4
6
6
4
3
3
3
3
4
3
6
8
4
6
8
4
3
3
3
3
4
3
6
8
6
6
8
6
3
3
3
3
4
3
8
10
6
8
10
6
3
3
3
3
3
3
8
10
6
8
10
6
3
3
3
3
3
3
TABLE 4:
Jamb Snubber Locations
Glass Type:
PVB SG
(Types 1, 4 & 5) (Types 2, 3 & 6-9)
63" and None 12" max. from
less Required each end & 30"
max O.C.
i 12" max. from 12" max. from
over 63" each end & 30" each end & 30"
max O.C. max O.C.
"PVB"= BUTACITOP B BY KURARAY AMERICA, INC.
"SG"= SENTRYGLAS"bY KURARAY AMERICA, INC.
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.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SG LAMI. GLASS,
1/4" MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE
CASEMENT ANCHORS:
A) FROM TABLE 9, 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.
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 (SEE SEPERATE NOA):
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND
SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2B, 5 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).
61
SAMPLE CONFIGURATIONS:
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4"
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A. LYNN MILLER, P.E.
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9,19.1116 - lu.lbd21/
FOR GLASS TYPES:
TABLE 5:
1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) �RoDucrUVtSFD
Design Pressure (psf) for Single Windows, All Anchor Groups a, cor xpiying wkh the Florida
4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB 1/8" AN) ;;3rd«ie�cse sy
Window Width : e�'=_:e�.ancz Afoa 6^"t •�'�
under 23" 25-15/16" 27-3/4" 30" 33-1 /2" 35" 37" PVB"=BUTACITEq'VB BY KURARAY AMERICA, INC. cst ruaAv Daaie !
under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90
IYI` T By
25-15/16" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/50 } ''"°a 4 i1c Pr 4-
38.3/8" +70/50 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 WINDOW f
5 48" +70/50 +70/-90 +70/-90 +70/50 +70/-90 +70/-90 +70/-91 HEIGHT
_ 50-5/8" +70/90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-89.2 rr CO
60"+70/-90 +70/-90 +70/-90 +70/$8.5 +70/-80.6 +701-77.7 +70/-74.3
WINDOW �.
63" +701-90 +70/-90 +70/-90 +70/-84.3 +701-76.5 +70/-73.7 +70/-70.1 WIDTH J
r
72" +70/-90 +70/-87.2 +701-77.7 +601-71.5 +60/-62.4 +601- 60.9 +/-59.3 O
76" +70/50 +70/-84.6 +701-75.7 +/-67.3 +/-58.9 +/-57.2 +/-55.6 SEE SHEETS 1 & 4 FOR w d'
84" +70/50 +70/-80.4 +70/-71.3 +60/-62.1 +/-54.2 WINDOWANCHOR } Z V
LOCATIONS AND QUANTITIES.
06 m r
v a
Z -j o
i r
TABLE G
J J LL.
Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube ° lJ
Window Width O
IT] I under23" 25-15116" 27-314" 30" 331/2„ 3T' Q- Q
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 7- U U)
A B C D A _B C&D B A,C&D B A,C&D A B C&D B A,C&D B A,C&D 0000 LL( "�.
under 23" +701-90 +701-90 +70-90 +701-90 +701-90 +70? -90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 1+701-90 +701-90 +701-90 " _ 0 8 Z
p 125-15116" +00
70/-90 +701-90 +70-90 +701-90 +70/-90 +70'-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70f-90 +701-90 +701-90 0 o O (n Z
w_
38-3/8" +701-90 +701-71.6 +7(Y-90 +701-90 +701$1 +70-90 +701-90 +701-90 +70,'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 1 +701-90 +701-90 +70/-90 w
r6I 48" +70143.1 +/-57.3 +701-90 +701-90 +1-64.8 +701-90 +701-90 +70/-90 +701-90 +701-87.8 +70/-90 +70/-90 +701-78.6 +701-90 +701-90 +701-90 +701$8.9 +701-90 Y Of F-
50.5!8" +1-693 +1-543 +70/-90 +701-90 +1-61.4 +70r-90 +701-90 +701-90 +70'-90 +70/-832 +701-90 +701-90 +701-746 +701-90 +701$92 +701-90 +701-843 +701-892 U) d Z O
C
60" +/-58.5 +1-45.8 +701$4.7 +701-90 +1-51.8 +701-812 +701-90 +70'-75.9 +701-90 +701-70.2 +70'-88.5 +701-803 +/-629 +701-80.6 +701-75.2 +701-77.7 +701-712 +70/-74.3 O Z LU
I "r
63" +/.55.7 +1-43.6 +70!$0.7 +701-895 +149.3 +701-77.3 +701-90 +70-723 +701-90 +1$69 +70/$4.3 +701-765 +t-599 +701-765 +70f-716 +70f-73.7 +!$ZS +701-70-1 m� U) o w o Q
O �n U) U
3
Lu Q v
10" MAX. y Imo- ASSME
EMBLY
TUBE
TABLE 7: w
Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube ® o N m
WINDOW a N a
Window Width __ - HEIGHT
under 23" 25-15/16" 27-3/4" W. 33-1/2" 35" 37" WINDOW FRAME o'er x
PHEIGHT ASSEMBLY z w oro a
Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Grou TUBE WINDOW ADDITIONAL U:2
o w
Group Group Group Group p P P � WIDTH `� ANCHOR F > 0 o 0
All All All All B A, C& D A I B C& D A B C& D10" MAX. (4), IF REQ. o o r
_ T _
under 23" +70/-90 +70/50 +70/-90 +70/-90 +70/-82.1 +701-90 +70150 +70/-78.5 +70/9ADDITIONAL 0 +70/-90 +70/-74.3 +701-90 } SEE SHEETS 1 & 4 FOR WINDOW ANCHOR o w
0
25-15/16" i +70/-90 +70150 +70/50 +70/90 +70/-90 +70/-90 +70/$ _8.8 +70/-90 +701-90 +701-84 +70/-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET
38-3/8" +70190 +70150 +70/-90 +701-90 +70/-90 +70190 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 (4), IF REQ. 3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
121
46' +70/50 +70/90 +70/-90 +701-90 +701-90 +70/50 +701-90 +70/-90 +70/50 +701-90 +70/50 +70/-90 WINDOW TUBE.
z 50-5/8" +70190 +70150 +701-90 +701-90 +701-90 +70/-90 +701-90 +701.90 +70/-90 +70/-89.2 +70/$9.2 +70/-89.2 y WIDTH PF
60" +70/-90 +70/50 +701-90 +70/-86.5 +70/-80.6 +70/-80.6 +70/-77.7 +701-77.7 +70/-77.7 +70/-74.3 +70/-74.3 +70/-74.3 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
63" +70/-90 +70/90 +70/50 +701-84.3 +70/-76.5 +701-76.5 +70/-73.7 +701-73.7 +701-73.7 +70/-70.1 +70/-70.1 +70/-70.1 LOCATIONS AND QUANTITIES, SEE SHEET -
72" +70/-90 +70/-87.2 +70/-77.7 +70/-71.5 +60/52.4 +60/-62.4 +60/-60.9 +60/-60.9 +60/-60,9 +/-59.3 +/.59.3 +/}593 3 FOR ANY ADDITIONAL ANCHORS f
76" +701-90 +70/-84.6 +70/-75.7 +/-67,3 +/-58.9 +/58.9 +/-57.2 +/57.2 +1-57.2 +/-55.6 +/-55.6 +/-55.6 1 REQUIRED FOR THE FRAME ASSEMBLY (,ii ®^ j ��
l
84"+70/-90 +70/-80.4 +701-71.3 +60/-82.1 +/-542 +/5TUBE. �?
4.2 I - _
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A. LYNN MILLER, P E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P E.# 58705
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A. LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS P.E.# 58705
L�I.0 1
FOR GLASS TYPES:
TABLE a:
12)
7/16" LAMI (3/16 AN -.090" SG - 3/16 AN)
Design Pressure (psf) for Single Windows, All Anchor Groups
"SG"=
SENTRYGLASUBY KU RARAY AMERICA, INC.
Na
� es
Window Width
,pca�ace
under 23"
25-15/16"
27-3/4"
30"
33-1/2"
36,
37"
under 23"
+90/-130
+90/-130
_
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
WINDO
*,t4aoxi CO
25-15/16"
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
HEIGHT/
ode:t-oducc
38-3/8"
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
rn 48"
+90/-130
+901-130
+90-130
+90/-130
+901-130
+90/-130
+90/-130
s
= 50-5/8"
+90/-130
+901-130
+901-130
+90/-130
+90/-130
+901-130
+90/-130
WINDOW
�.
¢" m
WIDTH
-300 60"
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
c 63"
+90/-130
+901-130
+901-130
+90/-130
+90/-130
+90-130
+90/-129.6
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
r
72"
+90/-130
+90/-130
+904130
+90/-130
+90/-129.1
+90-122.5
+90/-713.8
LOCATIONS AND QUANTITIES.
76"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-124.1
+904116.7
+901-107.8
IL
+90/-130
+90/-116.4
M.
+901-130
+90/-130
+90/-130
}
Z U
06
P Q
3
Z
o�
r.JI
r
TABLE 9:
i
J
U)
�
Design Pressure (psf) for Windows Attached to a Vertical Frame
Assembly Tube
LL
Window Widh
Ww
(p
under 23"
2515116"
27-3f4"
30"
33-V2" 35"
37"
0
04
Anchor
Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group Anchor Group Anchor Group
A
B
C
D
A
B
C&D
B AC&D
A
I B
C&D
A B C&D B
qC&D A B C&D
000
W
O
under 23"�
+70/-90
+701-90
+701-90
+70/-90
+701-90
+70/-90
+701-90
+701-90 +70-90
+70/-90
+70-90
+701-90
+70/-90 +701-90 +701-gp +701-90
+701-90 +70/-90 +701-90 +701-90
00
D
Z
2515116'
+70/-90
+701-90
+70-90
+70/-90
+701-90
+701-90
+701-90
+70f-90 +70-90 I
+701-90
+70-90
+70f-90
+70-90 +701-90 +70-90 +701-90
+701-90 +70l-90 +701-90 +70/-90
o p
U)
Z_
Y
38-318"
+701-90
+701-71.6
+701-90
+70/-90
+701-81
+70t-90
+70/-90
+701-90 +70-90
+701-90
+70-90
+701-90
+701-90 +701-90 +70-90 +701-90
+701-90 +70/-90 +70l-90 +70f-90
0
W
48"
+70/-731
+/-57.3
+70/-90
+70/-90
+/-64.8
+701-90
+701-90
+70l-90 +701-90
+701-90
+701-8Z8
+701-90
+70-90 +701-90 +701-90 +70/-90
+701-90 +701-90 +70-88.9 +701-90
O
50-518"
+1-69.3
+1-54-3
+70/-90
+701-90
+/-614
+701-90
+701-90
+701-90 +701-90
+701-90
+70/-83.2
+701-90
+70-90 +701-90 +70/-90 +701-892
+701-90 +701-90 +701-843 +701-90
>
0-
Z
C)
60"
+1-585
+i-45.8
+701-847
+701-90
+J-518
+70-812
+70l-90
+70-75 9 +70t-90
+701-89.6
+701-70.2
+701-90
+701-803 +701-78.6 +701-90 +70/-75.2
+701-90 +701-90 +701-71 2 +70/-90
O
Z
W
ti
63"
+1-55.7
+t-43.6
+701-80 7
+70-89 5
+1-49 3
+70-77.3
+701-90
+70-72.3 +70-90 I
+70/-85-3
+/-66.9
+701-90
+701-76.5 +701-74.9 +701-90 +701-71 6
+701-90 +70/-86.5 +f-67.8 +701-90
m'
Cn
0 Ur
LL
a
0 Q
mO
a�
`u
U
3
mW
v Q
"m
FRAME
a
o
o ❑
�= U
10" MAX. -► ASSEMBLY
TABLE 10:
TUBE
w
Design Pressure
(psf) for Windows Attached
to a Horizontal Frame Assembly Tube
®
o
N
Window
WidhWINDOW
WINDOW FRAME
HEIGHT
ASSEMBLY
a "
r
under 23"
2515/16"
27-314"
30"
33-1/2"
35"
3T'
HEIGHT
_TUBE
x
_ m
"' a
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
ADDITIONAL
WINDOW ��
_�
w z
w
0 0
10" MAX.
y1 WIDTH ANCHOR
> w
Y
o
All
+70-90
_ All
All
All
B
A, C& D
A
B C& D
«70-78.5 +701-90
A
+70I-90
B
_
+701-74.3
C& D
+70-90
__ -
ADDITIONAL
(4), IF REQ
o
o
r
w
under 23
I
+701-90
+70/-90
+701-90
+701-821
+70-90
+70-90
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
U
2515116"
+70-90
+70/-90
+701-90
+70/-90
+70/-90
+70-90
+701-88.8
+701-90 +701-90
+701-84
+701-90
+70-90
ANCHOR
(4), IF REQ
LOCATIONS AND QUANTITIES. SEE SHEET
38-3/8"
+70-90
+70/-90
+701-90
+701-90
+701-90
+70-90
+70-90
+701-90 +701-90
+701-90
+701-90
+70-90
3 FOR ANY ADDITIONAL ANCHORS
w I 48"
+7(Y-90
+70/-90
+701-90
+701-90
+701-90
+70-90
+70-90
+701-90 +701-90
+70/-90
+701-90
+701.90y
WINDOW �-
RUBE EQUIRED FOR THE FRAME ASSEMBLY
-
2 50-518"
+70-90
+70-90
+701-90
+701-90
+701-90
+70-90
+70-90
+701-90 +70/-90
+701-90
+701-90
+70-90
WIDTH
o I 60"
+70-90
+701-90
+701-90
+70I-90
+701-90
+70-90
+70-90
+70/-90 +701-90
+701-90
+701-90
+70-90
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
-
63"
+70-90
+701-90
+70l-90
+70/-90
+701-90
+70-90
+70-90
+70/-90 +70/-90
+701-90
+701-90
+70-90
LOCATIONS AND QUANTITIES. SEE SHEET
-
Sb
72"
+70-90
+70l-90
+701-90
+70/-90
+701-90
+70-90
+70-90
+701-90 +701-90
+701-90
+701-90
+70-90
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
-
-
/'�
!
L6
76"
+70-90
+701-90
+701-90
+701-90
+701-90
+70-90
+70-90
+70/-90 +701-90
+701-90
+70I-90
+70-90
TUBE.
-
(g
84"
+70-90
+701-90
+70/-90
+701-90
+701-90
+70-90
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A. LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS P.E.# 58705
TABLE 11:
Design Pressure (pst) for Single Windows, All Anchor Groups
TABLE 12:
IE
A
uncle -23"
C&D
Window Width
Anchor
Group
under 23"
25-15/16"
27-3/4"
30"
33-1/2"
under 23"
+701-90
+90/-130
+9p%130
+90/-130
+90/-130
25-15/16"0
a' 38-3/8"
+90/-130
+901-130
+90/-130
+90/-130
38-3/8"
F+90/-13
0
+90/-130
+901-130
+90/-130
+90/-130
m 48"
0
+901-130
+90/-130
+90/-130
+901-130
I
+/-43.6
+70/-80 7
B
C&D
B
= 50-5/8"
+90/-130
+901-130
+901-130
+90/-130
+90/-130
�$ 60"
+90/-130
+90/-130
+90/-130
+901-130
+901-130
c
63"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
72"
+901-130
+90/-130
+901-130
+90/-130
+90/-130
76"
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
84"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
TABLE 12:
IE
A
uncle -23"
C&D
+701-90
Anchor
Group
+701-90
A
B
C
under 23"
+701-90
+701-90
+701-90
25-15116"
+70/-90
+70/-9D
+701-90
a' 38-3/8"
+70/-90
+701-71.6
+701-90
g48"
+70/-73.1
+/-57.3
+70/-90
0
g_ 50-518"
+1-69.3
+1-54.3
+701-90
60"
+/58.5
+1-458
+701-847
63"
+1-557
+/-43.6
+70/-80 7
35"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
FOR GLASS TYPES:
3) 7/16" LAM] (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)
37" 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS -.090" SG - 3/16" HS)
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
D
A
25-15/16"
Anchor Group
B
C&D
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+70/-90
+701-81
+70/-90
+701-90
+701-90
+1-648
+70/-90
+701-90
+70/-90
+1£1.4
+70/-90
+70/-90
+701-90
+/51.8
+7&-812
+70/-90
+7&-89 5
+1-493
+7&-77.3
+70/-90
"SG"= SENTRYGLAS®BY KURARAY AMERICA, INC.
T—
WINDOW
HEIGHT
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube
TABLE 13:
Window Widh
FRAME
HEIGHT
rASSEMBLY
TUBE
10" MAX
27-314"
30"
(4), IF REQ
33-112"
Design Pressure
35"
to a Horizontal Frame Assembly Tube
a i
c'6
o
37"
Anchor
Group
Anchor Group
Anchor Group
Window
Anchor Group
�NNNr
Anchor Group
B
A,C&D
A
B
C&D
A
B
C&D
B
A,C&D
A
B
+701-90
+79-90
+701-90
+70f-90
+701-90
+70'-90
+70/-90
+701-90
+70/-90
+701-90
+701-90
+701-90
+701-90
+7&-90
+701-90
+701-90
+701-90
+7&-90
+701-90
+70'-90
+701-90
+701-90
+701-90
+701-90
+70/-90
+701-90
+701-90
+701-90
+701-90
+7&-90
+701-90
+7&-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
+701-90
+701-90
+701-87.8
+701-90
+701-90
+701-90
+701-90
+701-90
+70/-90
+701-90
( +701-889
+701-90
+7&-90
+701-90
+70/-832
+70/-90
+701-90
+701-90
+701-90
+701-892
+701-90
+701-90
+701-84 3
+7&-75 9
+701-90
+701-89.6
+70/-702
+701-90
+701-80.3
+70/-78.6
+7&-90
+701-752
+701-90
+70/-90
+7&-712
+70/-723
+701-90
+701-85-3
+1-66.9
+701-90
+701-76.5
+701-74 9
+701-90
+701-71 6
+701-90
+70/-86 5
+(-67.8
TABLE 13:
WINDOW
FRAME
HEIGHT
rASSEMBLY
TUBE
10" MAX
ADDITIONAL
ANCHOR
(4), IF REQ
Design Pressure
(pst for Windows Attached
to a Horizontal Frame Assembly Tube
a i
c'6
o
Z
o`
Window
Width
�NNNr
o
U
J LL
under -23"
25-15116"
27-314"
30"
33-112"
CV
35"
0
37"
00
O
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
U)
Anchor Group
AnchorGroup
YLU
Group
Group
Group
Group
Group
Group
WO
d
O
Z
ti
vi
m
o
0
All
All
All
All
B
A, C& D
A
�- B
C& D
A
B
- C& D
under23"
F +7&-90
+7&-90
+701-90
+7&-90
+70/2.1
+701-90
+701-90
+70748.5
+70/-90
+70/-90
+70674.3 +
+701-90
25-15116"
+7&-90
+70!-90
+70'-90
-AV 90
+70!-90
+7&-90
+70/$8.8
+701-90
+70/-90
+701-84
+70/-90
+701-90
38-3/8"
+701-90
+70/-90
+7&-90
+7&-90
+701-90
+70/-90
+70/-90
+701-90
+70/-90
+701-90
+701-90
+701-90
48"
+701-90
+70!-90
+701-90
+7&-90
+70/-90
+7&-90
+701-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
= 50-5/8"
+70/-90
+7&-90
+70/-90
+70/-90
+701-90
+7&-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
+70/-90
60"
+7&-90
+701-90
+70/-90
+701-90
+7&-90
+7&-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
+70/-90
C 63"
+7&-90
+70/-90
+701-90
+70/-90
+7&-90
+7&-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90
+701-90
72"
+7&-90
+70? -90
+7&-90
+701-90
+7&-90
+701-90
+70/-90
+70/-90
+70690
+70/-90
+701-90
+70/-90
76"
+70/-90
+7&-90
+7&-90
+7&-90
+701-90
+7&-90
+71Y-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
84"
+701-90
+7&-90
+7&-90
+7&-90
+70/-90
+7&-90
_-�WINDOW
WIDTH
SEE SHEETS SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
C&D
+70/-90
+70/-90
+701-90
+701-90
+701-90
+70/-90
+70/-90
FRAME
10" MAX.—� Imo— ASSEMBLY
TUBE
WINDOW
HEIGHT
WINDOWADDITIONAL
WIDTH ANCHOR
(4), IF REQ
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
2U. dd,e4,'E
PR ODUC F REVISED,
;14 tie�CiplyllB^g�'N4e dw Pcd&
Bui!dt_±Cade
ALTgitana: N0 Io t r' P
t,c +al n'-"ee - W"P',g-
OY
h4irn ?adc Pc -J,:
WINDOW
FRAME
HEIGHT
rASSEMBLY
TUBE
10" MAX
ADDITIONAL
ANCHOR
(4), IF REQ
_-�WINDOW
WIDTH
SEE SHEETS SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
C&D
+70/-90
+70/-90
+701-90
+701-90
+701-90
+70/-90
+70/-90
FRAME
10" MAX.—� Imo— ASSEMBLY
TUBE
WINDOW
HEIGHT
WINDOWADDITIONAL
WIDTH ANCHOR
(4), IF REQ
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
2U. dd,e4,'E
PR ODUC F REVISED,
;14 tie�CiplyllB^g�'N4e dw Pcd&
Bui!dt_±Cade
ALTgitana: N0 Io t r' P
t,c +al n'-"ee - W"P',g-
OY
h4irn ?adc Pc -J,:
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. LYNN P E.## 5 587 . .
8705
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a
J
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o
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ai Q
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NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. LYNN P E.## 5 587 . .
8705
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E#58705
,aa
FOR GLASS TYPES:
TABLE 14:
I
5) 7/8" LAMI.
IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN)
PaoDum' 2EVfSED
Design Pressure (psf) for Single Windows, All Anchor Groups
as C'M Fgang wah Rus swide
"PVB"=
BUTACITE'41VB
BY KURARAY
AMERICA, INC.
'rudiccag Wade
Window Width
Osta
under 23"
under 23"
+701-90
25-15116"
+70/-90
27-3/4"
+70/-90
30"
+701-90
331/2"
+70/-90
35"
+70/-90
37"
+70/-90
25-15/16"
+701-90
+70/-90
+70/-90
+701-90
+70/50
+701-90
+70/30
3838"
+71-.90
+701-90
+701-90
+70/50
+70/-90
+70/-90
+701-90
rn 48"
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90
+70/-90
>
m
50-5/8"
+701-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
60"
+70/-90
+70/-90
+701-90
+70/-90
+701-90
+70/-88.6
+701-84.6
WINDOW
r
63"
+70/-90
+70/-90
+701-90
+701-90
+70/-87.2
+701-84
+701.79.9
HEIGHT
J
72"
+701-90
+70/50
+70/-88.5
+70/-81.5
+601-70
+60469.4
+601-67.6
76"
+70/-90
+70/-90
+701-86.3
+70/-76.7
+60/-67.2
+60/-65.2
+60/-63.3LU
WINDOW
d
84" (
+70/-90
+70/-90
+70/-81.3
+60/-70
+60/-61.8
WIDTH
}
(n z° Q
~
U
SEE SHEETS 1 & 4 FOR
of °`
WINDOW ANCHOR
0
3
LOCATIONS AND QUANTITIES.
Z
o
TABLE 15:
Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube
z
J
r
(n r -
°Ur
LL
Window Width
"-
Q
IE
under
23"
2515/16"27-314"
30"
33 112" 35"
37"
W
W OD
Anchor Group
Anchor Group
Anchor Group I
Anchor Group
Anchor Group Anchor Group Anchor Group
CV
(L
A
B
C
D
A
B I
C&D
B A,C&D
A
B
C&D
A B C&D B I
A,C&D B A,C&D
r
(n
> U)
2V'
+70/50
+701-90
+70/50
+70/-90
+70/-90
+70/50
+70150
+70/-90 +701-90
+70/-90
+70/-90
+70/-90 +70/-90 +70/0 +70/-90
+70/ +70/-90 +70/-90
DD
W
Ounder
+70/-90
+701-90
+70/-90
+70/-90
+701-90
+70/-90
+701-90
+701-90 +70/-90
+701-90
+701-90
+70/50
+701-90 +701-90 +70/-90 +70/50
+70/-90 +701-90 +70/-90
D
0 Z
c 125-15/16"
+70/-90
00
Z -
38-3/8"
+70/50
+70/-71.6
+70/-90
+70/-90
+701-81
+70/-90
+701-90
+701-90 +70/-90
+70/-90
+70/-90
+701-90
+70/-90 +70/-90 +70/-90 +70/50
+70/50 +70/-90
0 o O
(n
48"
+70/-73.1
+/-67.3
+70/-90
+701-90
+/-64.8
+701-90
+701-90
+701-90 +701-90
+70/-90
+70/-87.8
+70/50
+701-90 +70/-78.6 +701-90 +70/-90 I
+70/-90 +70!-88.9 +701-90
LLLI
50-5/8"
+/-69.3
+/-54.3
+701-90
+701-90
+/-61.4
+70/-90
+701-90
+701-90 +70/-90
+701-90
+70/-83.2
+70/50
+70/-90 +70/-74.6 +70/50 +70/-89.2
+70/50 +701-84.3 +70/-90
60"
+/38.5
+/-45,8
+70/-84.7
+70/-90
+1-61.8
+70/-81.2
+70/-90
+70/-75.9 +70/-90
+701-69.6
+701-70.2
+701-90
+70/-80.3 +/-62.9 +70/50 +70/-75.2+701-88.6
+70/-71.2 +701-84.6
>
Z C)
63"
+/-55.7
+1-43.6
+701-80.7
+70/-89.5
+l-09.3
+70/-77.3
+701-90
+70/-72.3 +70/-90 I
+70/-85.3
+1-66.9
+701-90
+70/-76.5 +/-59.9 +70/-87.2 +70/-71.6
+701-84 +/-67.8 +701-79.9
O
Z
..Lid I�
(nQ
m i
°
LL(
FRAME
-a m O
n(n
(n \ U
10" MAX. ASSEMBLY
m 3
W
6 Q m
TUBE
TABLE 16:
w
WINDOW
>,n
Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube
HEIGHT
m
23"
25-15/16"
27314"
30"
33112"
Window
Width0
35"
37"
WINDOW FRAME
ADDITIONAL
l�K
o"
under
HEIGHT ASSEMBLY
WINDOW
�"I ANCHOR
Anchor
Anchor
Anchor
Anchor
TUBE
WIDTH
Group
Group
Group
Group
Anchor Group
Anchor Group
Anchor Group
- -
(4), IF REO
w o 0 0
> a Y
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
All
All
All
All
8
A, C& D
A
B C 8 D
A
B
C 8 D10"
MAX._
LOCATIONS AND QUANTITIES. SEE SHEET
1z o w
under23"
+70/-90
+701-90
+70/50
+70/50
+70/-82.1
+70/-90
+701-90
+70/-78.5 +70/50
+701-90
+70/-74.3
+70/590
ADDITIONAL
�
3 FOR ANY ADDITIONAL ANCHORS
25-15/16"
+70/-90
+70/-90
+70/-90
+70/50
+70/-90
+70/-90
+70/$6.8
+70/-90 +70/50
+70/-84
+70/-90
+70/•90
ANCHOR
REQUIRED FOR THE FRAME ASSEMBLY
38-3/8"
+70/-90
+701-90
+70/-90
+70/50
+70/50
+701-90
+70/-90
+701-90 +70/-90
+701-90
+70/-90
+7(N-90
(4), IF REQ.
TUBE.
48"
+701-90
+701-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90 +70/-90
+70/-90
+70/-90
+70/-90
-
w
i 50-518"
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90 +70/-90
+70/-90
+701-90
+70150
y WINDOW �-
60"
+701-90
+70150
+701-90
+70/-90
+70/-90
+70/-90
+701-88.6
+70/-88.6 +70/-88.6
+70/-84.6
+70/-84.6
+701-84.6
WIDTH
-
g
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
63"
+70150
+70/50
+70/-90
+70/-90
+70/-872
+70/-87.2
+70/-84
+701-84 +70/-84
+70/-79.9
+70/-79.9
+70/-79.9
LOCATIONS AND QUANTITIES. SEE SHEET
72"
+70150
+70/-90
+701-88.5
+70/-81.5
+60/-70
+601-70
+60/-69.4
+60/-69.4 +60/-69.4
+60/-67.6
+601-67.6
+60/-67.6
3 FOR ANY ADDITIONAL ANCHORS
p g®
P
76"
+70/-90
+70150
+701-86.3
+70/-76.7
+601-67.2
+60/-67.2
+60/-65.2
+60/-65.2 +60/-65.2
+60/-63.3
+601-63.3
+60/-63.3
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
84"
+70/-90
+70/-90
+70/-81.3
+60/-70
+60/-61.8
+60/-61.8
-
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E#58705
TABLE 17:
TABLE 18:
25-15116"
Design Pressure (psf) for Single Windows, All Anchor Groups
27-314"
+70/-90
Anchor
Group
Window Width
A
8
C
under 23'
25-15/16"
27-3/4"
30"
33-1/2"
35"
under 23" r
+g0/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
25-15/16" j
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
38318"
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
w 48"
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+70'-90
+701-90+/-51.8
7'-90
+701-812
+701-90
+70'-75.9
+70`-90
= 50-518" !
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+901-130
60"!,
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+701-90
+70'-90
+701-90
+701-90
+701-90
+701-90
+701-90
63"
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
72"
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-124.6
76"!IL,
+901-130
+90/-130
+90/-130
+90/-130
+901-126.2
+90/-118.7
84" 1
+90/-130
+90/-130
+90/-130
+90/-130
+90/-118.4
+701-80.3
TABLE 18:
TABLE 19:
under23"
25-15/16"
38-3/8"
0 48"
i 50-5/8"
60-
63-
72"
0"63"72"
76"
84„
under 23" 25-15/16" 27-3/4"
Anchor Anchor
Group Group
All
+701-90
+701-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
All
Anchor
Group
All
FOR GLASS TYPES:
6) 7/8" LAM]. 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)
37" "SG"= SENTRYGLASWBY KURARAY AMERICA, INC.
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130 WINDOW
HEIGHT
+90/-130
+90/-115.7
+90/-109.6 __- WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube
25-15116"
under 23„
27-314"
+70/-90
Anchor
Group
+70/-90
A
8
C
under 23"
701-90
+701-90
+701-90
p 25-15116" '
+701-90
+701-90
+70f-90
m 38318"
+701-90
+701-71.6
+70/-90
g I 48"
+701-73.1
+1-57.3
+701-90
0
50-50"
+1-69.3
+/-543
+701-90
60"+1-58.5
+701-90
+1-45.8
+701-84.7
63"
+/-55.7
+1-43.6
+70l-80.7
TABLE 19:
under23"
25-15/16"
38-3/8"
0 48"
i 50-5/8"
60-
63-
72"
0"63"72"
76"
84„
under 23" 25-15/16" 27-3/4"
Anchor Anchor
Group Group
All
+701-90
+701-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
All
Anchor
Group
All
FOR GLASS TYPES:
6) 7/8" LAM]. 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)
37" "SG"= SENTRYGLASWBY KURARAY AMERICA, INC.
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130 WINDOW
HEIGHT
+90/-130
+90/-115.7
+90/-109.6 __- WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube
Window Width
25-15116"
+70/-90
27-314"
+70/-90
+70/-90
Anchor Group
+70/-90
Anchor
Group
D
A
B
C&D
B I
A,C&D
+701-90
+701-90
+701-90
+70/-90
+701-90
+70'-90
+70/-90
+70/-90
+70/-90
+701-90
+701-90
+701-90
+701-90
+70/-81
+70/-90
+701-90
+701-90
+701-90
+70/-90+/94.8
B
+701-90
+701-90
+701-90
+70'-90
+701-90
+1-614
+701-90
+701-90
+701-90
+70'-90
+701-90+/-51.8
7'-90
+701-812
+701-90
+70'-75.9
+70`-90
+701-89.5
+1-493
+701-77.3
+701-90
+70'-72.3
+70'-90
Window Width
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
30"
+70/-90
+701-90
331/2"
+70/-90
35"
+70/-90
+70/-90
37"
+70/-90
+70/-90
Anchor Group
+70/-90
+70/90
Anchor Group
+70/-90
Anchor Group
+70/-90
Anchor Group
+70/90
A
B
C&D
A
B
C&D
B
A,C&D
A
B
C&D
+70/-90
+79-90
+701-90
+70-90
+701
7'-90
+70/-90
+701-90
+70/-90
+701-90
+701-90
Z
+70-90
+701-90
+70'-90
+701-90
+701-90
+70/-90
+701 -90
-90
-90
+701-90+701-90
+701-90
+701-90
+701-90
+70'-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-87.8
+701-90
+701-90
+701-90
+701-90
+701-90
+70/-90
+701-90
+71
+701-90
+701-90
+701-83.2
+701-90
+70'-90
+701-90
+70'-90
+701-89.2
+701-90
+701-90
+7(Y-84.3
+701-90
+701-89.6
+701-70.2
+701-90
+701-80.3
+701-78.6
+70'-90
+701-752
+701-90
+70/-90
+701-71.2
+701-90
+701-85.3
+i-66.9
+701-90
+701-76.5
+701-74.9
+70'-90
+701-71.6
+70/-90
+701-86.5
+1-67.8
+701-90
Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube
30"
Anchor
Group
All
Window Width
33-1/2" 35"
Anchor
Group
B
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
+70/90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/90
+70/-90
+70/90
+70/-90
+70/-90
+70/90
+70/-90
+70/-90
+70/90
+701-90
+70/-90
+70/-90
+701-90
+701-90
Anchor
Group
4,C&D
+701-90
+70/-90
+701-90
+70/-90
+701-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
Anchor Group
A I B
+70/-90 +701-78.5
+701-88.8 +70/-90
+70/-90 ( +70/-90
+701-90 +70/-90
+70/-90 +70/-90
+70/-90 I +70/-90
+701-90 + +70/-90
+701-90 +70/-90
+70/90 +70/-90
37"
Anchor Group
C&D
A
B
C&D
+701-90
+70/-90
+70/-74.3
+70/-90
+70/90
+70/-84
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+701-90
+70/-90
+701-90
+701-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
WINDOW FRAME
HEIGHT ASSEMBLY
_TUBE
10" MAX.
C'
ADDITIONAL
ANCHOR
(4), IF REQ.
WINDOW
-� WIDTH I�
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
e..e�
PRIDDI ICI' REVISED
as c�mgiying w4h :Sae PACs Gia
su ace 10 ifs•
CO
a
FRAME
10" MAX
-►
Imo- ASSEMBLY
TUBE
T
I
I
WINDOW
LU
HEIGHT
o Q
U
06 m 1
WINDOW_ADDITIONAL
o
WIDTH
r ANCHOR
(4), IF REQ
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
e..e�
PRIDDI ICI' REVISED
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NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P E # 58705
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NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P E # 58705
TABLE 20:
Item
Dwg. #
Description
Material
1
7002
Main Frame Head, Sill &lamb
6063-T6 Alum.
2
7071
Anchor Plate
6063-T6 Alum.
3
7003
Sash Top, Bottom & Side Rail
6063-T6 Alum.
4
7008
Frame Corner Key
Steel
5
7009
Sash Corner Key
Steel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Corner Gasket
Vinyl Foam
8
7070
Bulb Weatherstrip.187" x.275"
Flex PVC 70
I SO
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 Operator, 1WW>24"
Steel
17
7030
Operator Gasket
Vinyl Foam
18
7031
Operator Backing Plate
Steel
19
7051
Operator Spacer Block
Nylon
20
7032
Stud Bracket
Steel
21
7033
Operator Track & Slider (Dual Arm)
Steel
22
7023
Egress Hinge (Heavy Duty), Manuf. by Truth
Steel
23
7050
Egress Hinge/Washable (HD), Manuf. by Truth
Steel
24
Snubber, Anti -blowout Clip
Steel
32
1713
Setting Block 5/32" x 3/16" x 1-1/4"
EPDM
33
1714
Setting Block 5/32" x 7/16" x 1-1/4"
EPDM
35
7036
Lami Bead B
6063-T6 Alum.
36
7042
Lami Bead C
6063-T6 Alum.
37
7059
Lam! Bead D
6063-T6 Alum.
38
1224
Vinyl Bulb Wstp (Thick)
Flex PVC 70
39
1225
Vinyl Bulb Wstp (Thin)
Flex PVC 70
50
Dow 899 Si licon 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-T6 Alum.
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" Fl. Ph, SMS
Stainless Steel
83
#8 x 7/8" Fl. Ph. SMS
Stainless Steel
84
#8 x 1" Fl. Ph. TEK
Stainless Steel
85
#8x 1" Quad Pn SMS
Stainless Steel
86
#8X 1-1/2" Quad Pn SMS
Stainless Steel
87
#10x 1/2" Ph. Pn./TEK
Stainless Steel
89
#10-24x 9/16" Ph. Pn. TYPE F
Stainless Steel
90
#12 x 1" Ph. Pn. TEK
Stainless Steel
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE INTERIOR /�
�c
AS REQU
TABLE 3
SASH
CORNERS ?PODUCT REVISED
as conlolyeng with the Florida
86
Budding Code
Acc-rPeae u too-
Revised By Date.Revision B' "!-xjsasazuan Date
Rev,sed By Date. Revis,on A
OTS Descriphon: Drawn By
BOM AND CORNER VIEW I J ROSOWSKI
1070 TECHNOLOGY DRIVE idle: Date
N VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
P O. BOX 1529
NOKOMIS, FL 34274 Senes/Model: Scale. Sheet Drawing No Rev
A. LYNN MILLER, P.E. CERT OF AUTH. #29296 CA -740 NTS 10 OF 11 I MD-CA740-LM B
P.E.# 58705 1
STRUCTURAL
\
POLYISOBUTYLEN -�
WITH DESICCANT
EXT. GLASS
KODISPACE
100 4SG TPS
BUTYL &
DESICCANT
FOAM
EXT. GLASS �
y
ICONE HOT -MELT BUTYL
STRUCTURAL
SILICONE
-1/4" NOM. FOAM 3/16" NOM
WITH
DESICCANT 1�
EXT. GLASS
INT. GLASS / INT. GLASS
ALUMINUM
REINFORCEMENT
5/16" NOM:
INT.GLASS
DURASEAL®
102 SPACER
SUPER
01 SPACER®NXTTM
POLYISO- DESICCANT FILL AREA
BUTYLENE� 5/16" NOM.
SEAL 11'�
�� SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL
EXT GLASSY / `y
XL EDGETM
103 SPACER
INT. GLASS
Part # Description I Material
100 Kommerling 4SG TPS Spacer System
101 Quanex Super Spacer nXf with Hot Melt Butyl I See this
Sheet Tor
102 Quanex Duraseal Spacer
l Materials
103 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
NOM.
2.919"
.4319"
2.784"
10 FRAME HEAD,
SILL & JAMB
#7002, 6063-T6
1.356"
41"
.095" j
A. LYNN MILLER, P
P.E.# 58705
OANCHOR PLATE
#7071, 6063-T6
706" j
.050"
LS
� 865"
!� BE
AD B
35 #7036, 6063-T6
k .172"
870"� ,050"
.569"
37 BEAD D
#7059, 6063-T6
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.0 BOX 1529
NOKOMIS, FL 34274
CERT. OF AUTH. #29296
4T3}4"
I
062"
MUT
1.159 2.139" �-
3 SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
.040" 1.000"
.423"
FIXED
60 SCREEN FRAME
#7006, 6063-T6
.050 n
.865"
BD
36 EA
#7042, 6063-T6
Revised By. Date
JR 05/05/16
Revised By Date.
Revision B'
ADDED THIS SHEET
WITH SPACERS
Revision A-
—� 1.124" �—
.125"�-
2.701"
.062" -
.093" T
71 FRAME
ASSEMBLY TUBE
#7004, 6063-T6
^ I+ 2.203
l�ry
.093" T}
093" J
70 ADDON FLANGE
#134,6063-T6
PRODUCT REVISED
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Description Drawn By
EXTRUSIONS & SPACERS J ROSOWSKI
Title, Date
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Senes/Model. Scale. SheetDrawing No Rev.
CA -740 NTS 11 OF 11 I MD-CA740-LM B