HomeMy WebLinkAboutProduct ApprovalMIAMI•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) 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 "AW -740" Aluminum Awning Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning 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 Miami -Dade County 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# 15-0519.11 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.
4 /
NOA No. 16-0714.23
MIAMI-DADE COUNTY ,�/,..-�
e , � „ � Expiration Date: April 11, 2018
%f Approval Date: September 08, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-1218.07)
2. Drawing No. MD-AW740LM, titled "Awning 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 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series CA740P
aluminum projected (awning) window, prepared by Fenestration Testing Laboratory,
Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D.
Brinson, P.E.
(Submitted under NOA No. 12-1218.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'
Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.11)
2. Glazing complies with ASTM E1300-04
Manuel Periz, .E.
Product Control E m' er
NOA No. 16-0714.23
Expiration Date: April 11, 2018
Approval Date: September 08, 2016
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
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-51 Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.11)
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. 15-0519.11)
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. 15-0519.11, issued to PGT Industries for their Series "AW -
740" Aluminum Awning Window - L.M.I. approved on 07/16/15 and expiring on
04/11/18.
��i t�lty i P�2
Mamiet erez, P.E.
Product Contr.9tExaminer
NOA-Ko. 16-0714.23
Expiration Date: April 11, 2018
Approval Date: September 08, 2016
E-2
GENERAL NOTES: SERIES 740
IMPACT -RESISTANT AWNING WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ). FOR INSULATED GLASS
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
WIND-BORNE DEBRIS REGIONS.
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 DIRECTLYTO
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.
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE
=
60" WIDTH
= 53" VISIBLE LIGHT WIDTH (DLO)
NO ANCHOR PAIR
1/4"AIRSPACE
REQ'D IF WINDOW IS
1
27-7/8" WIDE OR LESSB,
SEE
(HEAD & SILL)
IL SHEET 2
32"
I
\ / I
VISIBLE
1
19" MAX.
O.C.
I.
4k -
4" MAX.
/ � a
� I \
/ / I
12" MAX. FOR UNITS
OVER 39" TALL
OTHERWISE
/I
Description.
T
WHERE THE PRODUCT IS NOT FLUSH TO THE
1/4"AIRSPACE
39„
1
HEIGHT
A, SEE
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
-- SHEET2
32"
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
VISIBLE
1
LIGHT
GLAZING DETAILS ...........................
HEIGHT
(DLO)
-
1
6" MAX. I B 4„ MAX.
23" MAX. O.C. �_ USE ANCHOR PAIR FOR UNITS
OVER 27-718" WIDE (HEAD & SILL)
TYP. ELEVATION OF AWNING WINDOW
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
Description.
GLASS STACK
WHERE THE PRODUCT IS NOT FLUSH TO THE
1/4"AIRSPACE
�—
SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING
•
OR TEMPERED GLASS �_
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
GENERAL NOTES. ...... ...... ..............
1
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
ELEVATION ....................................
1
ON THEM BY THE WINDOW.
GLAZING DETAILS ...........................
1
INSTALLATION ................... .-.......
2
7) DESIGN PRESSURES:
ASSEMBLY TUBE DETAILS............
3
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL
ANCHOR SPECIFICATIONS............
4
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER
ANCHOR QUANTITIES.. ..................
4
ASTM E1300.
DESIGN PRESSURES ......................
5-9
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
ASSEMBLY DETAILS/BOM..............
10
PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
EXTRUSIONS/SPACER...................
11
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) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580,
3724, ELCO ULTRACON NOA; ELCO CRETEFLEX NOA;
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM
ALUMINUM DESIGN MANUAL.
5/16"LAMINATED 7/16" LAMINATED
GLASS STACK �- GLASS STACK �—
.090" BUTACITEO PVB 090" SG@ BY KURARAY
1/8" ANNEALED BY KURARAY 3/16" ANNEALED AMERICA, INC
GLASS \ AMERICA, INC GLASS --y
118" ANNEALED •\3/16" ANNEALED GLASS
EXTERIOR 38
EXTERIOR 39 GLASS EX
a !
35 11/16" GLASS BITE 35 11/16" GLASS BITE
3
/ 32 50 / 32 50
GLASS TYPE 1 GLASS TYPES 2
7/8" NOM
GLASS STACK
5/16" LAMINATED
GLASS STACK
1/8" ANNEALED
7/16" AIRSPACE ' �' I GLASS
r 090" BUTACITEO PVB
1/8" ANNEALED OR BY KURARAY
TEMPERED GLASS �� ti I / AMERICA, INC.
t/8"ANNEALED
EXTERIOR GLASS
a/1 (
11/16" GLASS
TABLE 1:
Glass Types ( Sheet #
1 5/16" Lami (1/8" An -.090" PVB -1/8" An) 5
2 7/16" Lami (3/16" An -.090" SG - 3/16" An) 6
3 7/8" Lami. IG (1/8" An - 7/16" Air- 1/8" An -.090" PVB - 1/8" An) 7
4 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An -.090" PVB - 1/8" An) 8
5 7/8" Lami. IG (3/16" An -1/4" Air - 3/16" An - .090" SG - 3/16" An) 9
6 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An -.090" SG - 3/16" An) 9
"PVB"= BUTACITEU PVB BY KURARAY AMERICA, INC.
"SG"= SENTRYGLAe BY KURARAY AMERICA, INC.
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION _ -
•ASTM E1300-04
•ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION -
*ALUMINUM DESIGN MANUAL, ADM -2010
•AISI-S100-07/S2-2010 ( P F+
A. LYNN MILLER, P.E.
P.E.# 58705
GLASS TYPES 3 & 4
7/8" NOM
Description.
GLASS STACK
GENERAL NOTES & ELEVATION
1/4"AIRSPACE
�—
3/t6" ANNEALED
•
OR TEMPERED GLASS �_
Y
_
Y
EXTERIOR
a
ED
GLASS STACK
j3/16" ANNEALED GLASS
.090" SGO BY KURARAY
_----AMERICA, INC.
x---3/16" ANNEALED GLASS
11/16" GLASS BITE
GLASS TYPES 5 & 6
Revised By Date RevooTon B
JR 05/05/16 ADDED SHEET 11
WITH SPACERS
Revised By Date Revision A'
®
Description.
GENERAL NOTES & ELEVATION
PRtaDucy p? siiGB'v
i%cr"r"?M1I},;alp^. t✓ifFE flxe FP,y'!. ly
sys:am ,4. c, rt gg,,1/
42maltinrl Data- g
3,
T, iah' Dace ?"r:;tluet�
Drawn By:
J ROSOWSKI
i
1070 TECHNOLOGY DRIVE Title. Date.
N VENICE, FL 34275 AWNING WINDOW DETAILS - LM & SM 08/08/12
P 0 BOX 1529
NOKOMIS, FL 34274 ( Series/Model. Scale Sheet: Drawing No Rev
CERT OF AUTH. #29296 I AW -740 I NTS 1 OF 11 MD-AW740LM B
INSTALLATION
OPTION 1 EDGE _
DISTANCE
INSTALLATION ANCHORS
INTO 2X WOOD
AS REQUIRED PER 2
TABLE 3, SHEET 4
I,
L L
FOR SNUBBER
REQUIREMENTS, SEE
TABLE 4, SHEET 4.
JAMB
HARDWARE
WINDOW
HEIGHT
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT
(DLO)
81
22
ATTACHED TO
FRAME & VENT
JAMB
ATTACHED TO
FRAMEJAMB
ATTACHED
TO VENT
JAMB
EXTERIOR
a
TYP ANCHORTYPE,
EMBEDMENT AND EDGE _
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 4.
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
— — — EDGE DISTANCE
EMBEDMENT
\ TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
1 SUBSTRATE, SEE
1/4" MAX
SHIM
TABLE 3, SHEET 4.\
® ATTACHED TO
x 13 FRAMEJAMB
83
ATTACHED TO
12 VENTJAMB
11
�'\
EDGE
DISTANCE
I ".
EMBEDMENT —
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
16
80 ,.
32 33 18
VISIBLE LIGHT WIDTH (DLO)
WINDOW WIDTH
SEE DETAIL HORIZONTAL SECTION A -A
A1, BELOW
10" MAX.
NOTES:
INSTALLATION
a INSTALLATION
OPTION 2
_ OPTION 4
INSTALLATION ANCHORS
INSTALLATION ANCHORS
CONCRETE/CMU
DIRECTLY INTO MASONRY.
DIRECTLY INTO METAL.
PER ANCHOR
OPTION SHOWN MAY BE USED ON ANY
REQUIREMENT —
I I BUCK WIDTH —
1/4" MAX
SHIM
TABLE 3, SHEET 4.\
® ATTACHED TO
x 13 FRAMEJAMB
83
ATTACHED TO
12 VENTJAMB
11
�'\
EDGE
DISTANCE
I ".
EMBEDMENT —
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
16
80 ,.
32 33 18
VISIBLE LIGHT WIDTH (DLO)
WINDOW WIDTH
SEE DETAIL HORIZONTAL SECTION A -A
A1, BELOW
10" MAX.
DET/
Al
I
ATTACHED TO
VENT SILL i
10" MAX.
II /
L SEE DETAIL A2, BELOW
DETAIL
A2
19 8� EE WOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4" MAX SHIM
CONCRETE °" a EMBEDMENT 4'l6 N t
-
PERANCHOR ° °" '' ° + - - 1070 TECHNOLOGY DRIVE
REQUIREMENT ° ° - - N. VENICE, FL 34275
X 1529
NOKOMIS,O FL 34274
VERTICAL SECTION B -B '
A LYNN MILLER, PE CERT OF AUTH.#29296
RE # 58705
NOTES:
1) WHEN INSTALLING
COMBINATION UNITS,
ADDITIONAL INSTALLATION
ANCHORS MAY NEED TO BE
INSTALLED THROUGH THE
WINDOW FRAMES AT 10" MAX.
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
SEE TABLE BELOW:
Additional Anchors Required on each
Side of the Frame Assembly Tube (FAT)
Window Anchor Type
Widh A IB,C&D
17" - 22.9" 0 0
23" - 25.9" 0 1
26"+ 1 1
Window Anchor Type
a Height A B, C& D
E 17" - 22.9" 0 0
0
! 23" - 25.9" 0 1
T 26"+ 1 1
Revised By Date. Revision B.
Revised By Date. Revison A.
i
li
13
/ 83 #12 STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
87 DADE APPROVED
l/ MULLION, ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
EXTERIOR
_ a
VISIBLE LIGHT FORMULAS
WIDTH: WINDOW WIDTH - 7
HEIGHT: WINDOW HEIGHT - 7
}ROID°JCT REV7 SED
Accco arc_ Pks 0714. pp Is}� gge�tt
!!omlli t--ic"Dat- &76<✓d�i
SY
Mimi a o p"'J. Cf1tt�r
11
Description. Drawn By
GENERAL NOTES & ELEVATION J ROSOWSKI
i
T,tle, Dote
AWNING WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Scale. Sheet: I Dromng No Rev:
AW -740 NTS 2 OF 11 MD-AW740LM B
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
ATTACHED TO
OPTION SHOWN MAY BE USED ON ANY
FRAMEJAMB
SIDE OF THE WINDOW.
ATTACHED
2) ALL WOOD BUCKS LESS THAN 1-1/2"
TO FRAME
THICK ARE TO BE CONSIDERED 1X
JAMB
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. 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
.—! 9R)
SHIM THICKNESS TO BE 1/4".
DET/
Al
I
ATTACHED TO
VENT SILL i
10" MAX.
II /
L SEE DETAIL A2, BELOW
DETAIL
A2
19 8� EE WOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4" MAX SHIM
CONCRETE °" a EMBEDMENT 4'l6 N t
-
PERANCHOR ° °" '' ° + - - 1070 TECHNOLOGY DRIVE
REQUIREMENT ° ° - - N. VENICE, FL 34275
X 1529
NOKOMIS,O FL 34274
VERTICAL SECTION B -B '
A LYNN MILLER, PE CERT OF AUTH.#29296
RE # 58705
NOTES:
1) WHEN INSTALLING
COMBINATION UNITS,
ADDITIONAL INSTALLATION
ANCHORS MAY NEED TO BE
INSTALLED THROUGH THE
WINDOW FRAMES AT 10" MAX.
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
SEE TABLE BELOW:
Additional Anchors Required on each
Side of the Frame Assembly Tube (FAT)
Window Anchor Type
Widh A IB,C&D
17" - 22.9" 0 0
23" - 25.9" 0 1
26"+ 1 1
Window Anchor Type
a Height A B, C& D
E 17" - 22.9" 0 0
0
! 23" - 25.9" 0 1
T 26"+ 1 1
Revised By Date. Revision B.
Revised By Date. Revison A.
i
li
13
/ 83 #12 STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
87 DADE APPROVED
l/ MULLION, ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
EXTERIOR
_ a
VISIBLE LIGHT FORMULAS
WIDTH: WINDOW WIDTH - 7
HEIGHT: WINDOW HEIGHT - 7
}ROID°JCT REV7 SED
Accco arc_ Pks 0714. pp Is}� gge�tt
!!omlli t--ic"Dat- &76<✓d�i
SY
Mimi a o p"'J. Cf1tt�r
11
Description. Drawn By
GENERAL NOTES & ELEVATION J ROSOWSKI
i
T,tle, Dote
AWNING WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Scale. Sheet: I Dromng No Rev:
AW -740 NTS 2 OF 11 MD-AW740LM B
AWNING (X)
WINDOW
HEIGHT / \
WINDOW
WIDTH I�
740 SERIES
AWNING) EXTERIOR
WINDOW
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, 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
WINDOW. 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
AWNING / AWNING (XX)
AWNING / CASEMENT / FIXED CASEMENT (XXO)
�I I►— 10", SEE NOTE 7, THIS SHEET
FIGURE 1: I FIGURE 2: 740 SERIES
AWNING /
T
-- -' WINDOW _
FRAME
ASSEMBLY
TUBE
10",SEE THIS SHEET ED
I I
740 740
SERIES FRAME SERIES
AWNING ASSEMBLY AWNING
WINDOW TUBE WINDOW
1 1
L
MIN. # 12 X 1" SMS THROUGH
INSTALLATION HOLES
740 SERIES
CASEMENT
WINDOW*
Iz
FRAME
-� ASSEMBLY
�E TUBE
\ 740 SERIES
FIXED WINDOW*
*SEE PRODUCT'S NOA FOR
INSTALLATION SPECS
FRAME ASSEMBLY TUBE NOTES:
1) DIMENSIONS SHOWN ARE WINDOW
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.
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CONFIGURATIONS.
MIN. # 12 X L
4) FRAME ASSEMBLY TUBE TO BE
740 SERIES
1" SMS
740 SERIES
FASTENED TO WINDOW, AS SHOW IN
THROUGH
SUBSTRATE. ALL EXTERIOR JOINTS TO
CASEMENT
INSTALLATION
WINDOW
HOLES
740 SERIES
740 SERIES
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EXTERIOR FRAME
AWNING
WINDOW
ASSEMBLY
WINDOW
OPPOSITE FRAME MEMBER.
15TUBE
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3
a
HORIZONTAL SECTION C -C
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740 SERIES
CASEMENT
WINDOW*
Iz
FRAME
-� ASSEMBLY
�E TUBE
\ 740 SERIES
FIXED WINDOW*
*SEE PRODUCT'S NOA FOR
INSTALLATION SPECS
FRAME ASSEMBLY TUBE NOTES:
1) DIMENSIONS SHOWN ARE WINDOW
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.
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lit� r-, FRAME
FRAME /—ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY
!—ASSEMBLY I TUBE NOT EXCEED 62" IN LENGTH (AS USED
,./TUBE IN A 63" FLANGED WINDOW) OR BE
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D
740 SERIES
CASEMENT
WINDOW*
EXTERIOR
VERTICAL SECTION E -E
MIN. # 12 X USED IN TEE OR CROSS
1" SMS
CONFIGURATIONS.
THROUGH
4) FRAME ASSEMBLY TUBE TO BE
740 SERIES
6) THE FRAME ASSEMBLY TUBE IS NOT
740 SERIES
FASTENED TO WINDOW, AS SHOW IN
AWNING
SUBSTRATE. ALL EXTERIOR JOINTS TO
CASEMENT
DETAILS, WITH MIN. #12 X SHEET
WINDOW
WINDOW*
METAL SCREWS. USE THE SAME
S
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OPPOSITE FRAME MEMBER.
lit� r-, FRAME
FRAME /—ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY
!—ASSEMBLY I TUBE NOT EXCEED 62" IN LENGTH (AS USED
,./TUBE IN A 63" FLANGED WINDOW) OR BE
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D
740 SERIES
CASEMENT
WINDOW*
EXTERIOR
VERTICAL SECTION E -E
MIN. # 12 X USED IN TEE OR CROSS
1" SMS
CONFIGURATIONS.
THROUGH
> m
INSTALLATION
6) THE FRAME ASSEMBLY TUBE IS NOT
HOLES
REQUIRED TO BE CLIPPED TO THE
SUBSTRATE. ALL EXTERIOR JOINTS TO
BE SEALED BY INSTALLER.
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 FRAME ASSEMBLY 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 WINDOW. FOR
SIZES NOT SHOWN, ROUND UP 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).
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 Regnred on each
Side of the Frame Assembly Tube (FAT)
F I Window I Anchor Type
LL
Width A B, C& D
7Fu17" - 22 9" _ _-0 0
�I
u I 23" - 25 9" 0 1
26"+ 1 1
a Window Anchor Type
LL Height I A B, C& D
17" - 22 9" 0 0
1 23" - 25 9" 0 1
_ ( 26"+ I 1 1
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P.E.# 58705
TABLE 2:
Window Anchors Required
Window Width (in) . "PVB"= BUTACITE(4'VB BY
under 23" 25-15/16" 27-7/8" 30-3/4" 32" 34" 37" 46" 531/8" 60' KURARAY AMERICA, INC.
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B IC&DA I B IC&D A B C&D "SG"=SENTRYGLAS%Y
under 23" Jamb 2 2 2 2 2 —2-2 2 2 2 2 2 2 2 2 2-2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 KURARAY AMERICA, INC.
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4
I25-15/16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 6 4 TABLE 4.
Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2
39" Head Snubber Locations
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 8 4
50.5/8" Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 6 4 5 6 4 5 6 4 5 6 4
He
2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 Glass Type:
e 60" I Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 PVB (Types 1, 3& 4) SG (Types 2, 5 8 6)
Head/$ilI 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 None 20" max. from each end
Jamb 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 6 7 4 Required I 8 20" max O.C.
c 63 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4
SAMPLE CONFIGURATIONS:
Jamb 5 7 4 6 7 4 6 7 4 6 8 4 6 8 4 6 8 4
67 I Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 1 4 4
7-77
72„ Jamb 6 7 5 6 8 5 6 8 5 7 8 5 7 8 5 1;'X',
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 ;, X'1 X'1I /X\ O
76" Jamb 6 7 5 7 8 5 7 9 5 7 9 5 �—
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4
fW 1
0 5
Head/Sill 2 2 2 2 2 2 2 2 2
JSE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS OR SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH J % X', O O
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
TABLE 3:
NOTES:
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE
2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
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
AWNING 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 2,4 ANCHORS ARE REQUIRED IN EACH JAMB.
C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
E) 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.
C) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1
E) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME
ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL)
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Min.
Anchor
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Min
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Group
Anchor
Substrate
Edge
O.C.
Embedment
Plate
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Distance
Distance
�
Required?
1/4" steel —Ultracon
Hollow Block
1"
6"
1-1/4"
No
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S. Pine
5/8"
1"
1-3/8"
No
A
#14, steel SMS (G5)
6063T5 Alum.
3/8"
5/8"
.050"
No
or #14, 410 SS SMS
A36 Steel
3/8"
5/8"
.050"
No
A653 Stud, Gr. 33
318"
518"
.035", 20 Ga.
No
00
S. Pine
5/8"
1"
1-3/8"
No
#12, steel SMS (G5)
6063T5 Alum.
3/8"
5E8"
.050"
No
B
or#12, 410 SS SMS
A36 Steel
3/8"
5/8"
.050"
No
W
F-
A653 Stud, Gr. 33
3/8"
5/8"
.035", 20 Ga.
No
2.85k Concrete
2-1/2"
4"
1-318"
No
1/4" steel Ultracon
2.85k Concrete
1"
4"
1-3/4"
No
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2-1/2"
5"
1-114"
No
C
S. Pine
5/8"
1"
1-3/8"
Yes
#12, steel SMS (G5)
6063T5 Alum.
318"
5/8"
.0713"
Yes
or #12, 410 SS SMS
A36 Steel
3/8"
5/8"
.050"
Yes
A653 Stud, Gr. 33
3/8"
5/8"
.045% 18 Ga.
Yes
S. Pine
5/8"
1"
1-3/8"
Yes
#14, steel SMS (G5)
6063T5 Alum.
3/8"
5/8"
.0713"
Yes
or #14, 410 SS SMS
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
2.85k Concrete
2-1/2"
4"
1-318"
Yes
D
114" steel Ultracon
Hollow Block
2-1/2"
5"
1-114"
Yes
Filled Block
2-1/2"
4"
1-3/4"
Yes
1/4" 410 SS
3.35k Concrete
1"
5"
1-3/4"
No
CreteFlex
Hollow Block
2-1/2"
5"
1-1/4"
No
3.5k Concrete
1-1/4"
5"
1-3/4"
No
5/16" steel Ultracon
Hollow Block
31/8"
5"
1-1/4"
No
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.
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
AWNING 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 2,4 ANCHORS ARE REQUIRED IN EACH JAMB.
C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
E) 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.
C) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1
E) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME
ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL)
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48"
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P.E.# 58705
TABLE 5:
under 23"
2515/16"
Design Pressure (psf) for Single Windows, All Anchor Groups
Window Width
27-7/8" 30-314" 32" 34" 37"
under 23"
+70/- 90
+70/- 90
+70/- 90
+70/- 90
+70/- 90
+70/- 90
+70/- 90
2516/17
+70/-90
+701-90
+70/-90
+701-90
+70/-90
+70/-90
+701-90
39"
+70/-90
+701-90
+70/-90
+701-90
+70/-90
+70/-90
+701-90
m 59-518"
+70/-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+701-89.2
W.
=333
+70/-90
+70/-90
+70/-90
+70/-865
+70/-83.7
+701-79.6
+701-74 3
g 63"
+701-90
+70/-90
+70/-90
+701-823
+70/-794
+70/-75.6
+701-70.1
6T'
+70/-90
+70/-90
+70/-83.5
+701-763
+701-734
+/-69.4
All
72"
+70/-90
+701-87.2 1
+70/- 77.4
+/-693
+/- 65.4
1
+70/-90+70%=80
76"
+70/-90
+70/- 84.6 1
+70/- 75.2
+/-65
+701-90
1
+7o/ -so I
84" 1
+70/-90
+70/-80.4 1
+70/-70.8
+70/-80
I
1
+70/-90
TABLE 6:
I
munder 23"
Anchor Group
A I B C D
under 23"
+70/-90 +70/-90
+70/-90
+70/-90
m 2515/16"
+70/-90 +70/-90
+70/-90
+70/-90
= 39"
+70/-8991+7(V-70.5
+70/-90
+70/-90
50-5/8"
+/-69 3 454.3
+701-90
+70/-90
60"+/-58.5 +/-05.8 +70/-84.7 +701-90
63" +/-55.7 +/-43.6 +70/-80 7 +70/-89 5
46" 1 531/8" 60"
+70/- 90 1 +70/- 90 +701-90
+70/-9070/-81 ( +.1 +701-71.2
+70/-779
Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube
FOR GLASS TYPES:
1) 5/16" LAMI (1/8 AN -.090" PVB - 1/8 AN)
"PVB"= BUTACITePVB BY KURARAY AMERICA, INC.
WINDOW
HEIGHT
} �WINDOW�
WIDTH
TABLE 7:
Design Pressure (psi) for Wlnclows Attached to a 11 zontal Frame Assembly Tube
Window Wltl[h
1 antler 23" 2515116" 2I-7/6" 303 37,/4" 32" 34" 3T I 46"
Anchor Amhor Anchor AmhorGroup Anchor Group Anchor Group AnchorGro
Group
Group
Window Width
SEE SHEETS 1 & 4
10" MAX.
+70190
All
All
All
I
A,C&D B A B
2515/16"
+701-90
27-7/8"
30-3/4"
32"
34"
3T'
46"
53-1/8.1
60"
+70/90 +7&90 +701-90 +70/90
+701-90 1 +70190 +70/-84 +701-90
39"
+70/-90
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor Group
+70/90 +70/90 +70/-90 +70/90
Anchor Group
i 60"
+70/-90
+701-90
+70190
+7&-86 5 +70/-865 +701-83 7 +701-837
+701-79 61+701-79 6 +70/-74.3 +70(-74
b 63"
+701-90
+701-90
+70/90
+7&823 +70/-823 +701-794 +70/-794
Group
Group
Group
Group
Group
Group
Group
A
B
C & D
A, C & D B
All
All
All
All
All
All
All )
+70/-90
_+701-90
+70/-90+70%=80
+701-90
+70/-90
+701-90
+7o% -so
+70/-90
+701-90
+70/-90
+7o/ -so I
+70/-90
+70/-90
+70/-90
+70/-90 +70/-90
+70/-80
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-79.7
+70/-90
+70/-90
+70/-90 +70/-90
+70/-90
+70190
+70/50
+70/-90
+70/-90
+70/-81.1
+70/-71.2
+/-61.4
+701-90
+70/-90
+70/-90 1+70/-89.6
+70/90
+70190
+70/-90
+70/-89.2
+701-77.9
o w
+/51.8
+701-812
+70/-90
+70/-90 1+70/-75.6
+70/-865
+70/-83.7
+70/-79 6
+70/-743
+/49.3
+70/-773
+70/-90
+70/-90 1 +70/-72
+70/-823
+70/-79.4
+70/-75 6
+701-70.1
1
TABLE 7:
Design Pressure (psi) for Wlnclows Attached to a 11 zontal Frame Assembly Tube
Window Wltl[h
1 antler 23" 2515116" 2I-7/6" 303 37,/4" 32" 34" 3T I 46"
Anchor Amhor Anchor AmhorGroup Anchor Group Anchor Group AnchorGro
SEE SHEETS 1
&4FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
Group
Group
Group
SEE SHEETS 1 & 4
10" MAX.
+70190
All
All
All
A,C&D 8 AC&D B
A,C&D B A B
under 23'
+701-90
+70190
+70190
+70/90 +701-89.4 +701-90 +701-85 9
+701-90 +7&-898 +70190 +70/-74 f
25-15116"
+701-90
+70190
+70190
+70/90 +7&90 +701-90 +70/90
+701-90 1 +70190 +70/-84 +701-90
39"
+70/-90
+7x90
+70190
+70190 +7&90 +70/-90 +70190
+70/-90 1 +70/90 +70190 +701-90
9, 50518"
+701-90
+70190
+70190
+70/90 +70/90 +70/-90 +70/90
+701-90 1 +70/90 +70/$92 +701-89:
i 60"
+70/-90
+701-90
+70190
+7&-86 5 +70/-865 +701-83 7 +701-837
+701-79 61+701-79 6 +70/-74.3 +70(-74
b 63"
+701-90
+701-90
+70/90
+7&823 +70/-823 +701-794 +70/-794
+701-75 61+7&-75 6 +701-701 +701-70
2 67"
+701-90
+70190
+70/93 5
+7&-76 3 +70/-76.3 +7&-73 4 +701-73 4
+1-90 4 1 +/59 4
72"
+701-90
+701-87 2
+70/-77-4
+159 3 +1-693 +1-654 +/-654
1
76"
+70/-90
+70/-84 6
+70/-752
+/96 +155
1
84"
+701-90
+70/-804
+701-708
0(5
Z o�
SEE SHEETS 1
&4FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
53-118"
Am hor Group Am hor Group
C&D'
A 8 C&D
A
+70190
SEE SHEETS 1 & 4
10" MAX.
+70190
./-676 +70190 +70/-90
FRAME
FOR WINDOW
+701-899 +701-8811 +701-90
+701-778
+70/-B9 2
ASSEMBLY
TUBE
ANCHOR
+70/-743
+70/-81 1
1
I
+1-68 9 1 +154
I
-701-701
LOCATIONS AND
cc
G rna
c
3
QUANTITIES SEE
WINDOWSHEET
06
3 FOR ANY
HEIGHT
r
ADDITIONAL
r LL
m
�
ANCHORS
a
�O
CV
ADDITIONAL
REQUIRED FOR
WINDOW
-F
ANCHOR
THE FRAME
I-
WIDTH
IF[
(4), IF REQ.
ASSEMBLY TUBE.
53-118"
Am hor Group Am hor Group
C&D'
A 8 C&D
A
+70190
+70/-76.3 +15 I 97 +70/-90
+/96
+70190
./-676 +70190 +70/-90
+1-585
+70190
+701-899 +701-8811 +701-90
+701-778
+70/-B9 2
+70/-7T9 +701-77 9 +70/-77 9
+70/90
+70/-743
+70/-81 1
1
I
+1-68 9 1 +154
I
-701-701
I
I
I
I
cc
G rna
60'
AnchorGroup
B
C& D
A B
C
D
+/51 7
+701-90
+/58 5 +/45.8
+70/-84.7
+70/-90
+70/90
+70/-90
+1-518 1+701-812
+701-90
+70/90
+151
+70/-81 1
1
I
+1-68 9 1 +154
I
+70/-71 2
+701-712
1
I
I
I
1
I
liJ -
> m
FRAME
WINDOW
HEIGHT__
-ASSEMBLY
� TUBE
10" MAX.
ADDITIONAL
yl
WINDOW ANCHOR
WIDTH-- (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
as �OMpil�iag'-111.'itd/.�gh.a fy.�
Cod,ff_® V f4,dam
Acuepl:!::CC r'!- g
tj
Sy
N:iauai _ 3 $m ppF.r9M;ti Co°~
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A. LYNN MILLER, P E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705
O
> m
75
0
Lij
cc
G rna
c
3
Z
06
r
J
r LL
m
�
v
a
�O
CV
LU
00
R'
I-
6 00
O °Z
0 o O
(�
Q
Y
LLLJ
Z
CL
UZ
r
ma
0(5
Z o�
m0
acn
Q
3 LL
W
>Z
> °'
j
N
Q `w
w �
�� rn
O
J J S
o XD
z O
IU mUj Q
rwoo 0
>aY
o O r
o w
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A. LYNN MILLER, P E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705
O
In -Wil a
Design Pressure (psf) for Single Windows, All Anchor Groups
Window Width
TABLE 9:
m1 under 23"
Anchor Group
under 23"
25-15/16"
27-7/8"
30-314"
32"
34"
under 23" 1
+90/-130
+901-130
+90/-130
+90/-130
+901-130
+90/-130
25-15/16"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
39"
+90/-130
+90/-130+90/-130
+70/-90
+90/-130
+90/-130
+90/-130
m 50-5(8"
+911-130
+90/-130
+9&-130
+90/-130
+90/-130
+90/-130
= 60"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
g63"
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+70/40
+70-90 +70/-90
Group
Group
A
B
C & D
6T
+90/130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
72"
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+70/-90 +70/-90F+701-90+70/-90
76"
+90/-130
+90/-130
+90/-130
+90/-130
+70/30
+70/-90 +70/-90
84"
+90/-130
+90/-130
+90/-130
+70/30
+70/30
+70/-79.7
TABLE 9:
m1 under 23"
Anchor Group
TABLE 10'
A
B
C
I D
under 23"
+70/-9D
+701-90
+70/-90
+70/-90
m 2515/16"
+70/-90
+70/30
+70/-90
+70/-90
= 39"+70/-899
+70/-90
+70/-70.5
+70/-90
+70/-90
50-518"
+1-69.3
+/.543
+70/-90
+70/-90
60"
+/-58 5
+/-05 B
+70/-84.7
+70/-90
63"
+/-557
+/-43.6
+7D/-80 7
+70/-89.5
TABLE 10'
46"
53-1/8"
60"
under
+90/-130
+90/-130
or
Anchor
Amtwr
+90/-130
Group
Group
+9D/-130
All
All
under 23"
+70/-90
+70/30
125-15/16"
+701-90
+70/80
39"
+701-90
+70/80
..1
fir ( 505/8"
+701-90
+70/80
i 1 60"
+701-90
+70/80
1 63"
+701-9D
+70/80
Anchor
Anchor Group
+701-90
1 sr
+70/-90
+70/30
1 72"
+701-90
+70140
1 76"
1 +701-90
+70/80
I 84"
1 +70/-93
+70/40
27-71(r"
Anchor
Group
All
+7&-90
+70130
+70/80
+70180
+7&80
+70/30
+7&40
+7&80
+7&30
+7&80
37"
46"
53-1/8"
60"
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+9D/-130
+9D/-130
+90/-130
+90/-128.8
+90/-130 +90/-130
+901-130
+90/-1296
FOR GLASS TYPES:
2) 7/16" LAM (3/16" AN - .090" SG - 3/16" AN)
"SG"= SENTRYGLAS%Y KURARAY AMERICA, INC.
WINDOW
HEIGHT
} �WINDOW-.�
WIDTH
Design Pressure (ps1) for Windows Attached to a Homontal Frame Assembly Tube
SEE SHEETS 1
&4FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
SEE SHEETS 1 & 4
10" MAX. FRAME FOR WINDOW
60" ASSEMBLY ANCHOR
Anchor TUBE LOCATIONS AND
Group QUANTITIES. SEE
All WINDOW SHEET 3 FOR ANY
+70/-90 HEIGHT ADDITIONAL
+70/-90l ANCHORS
+70/-90 ADDITIONAL REQUIRED FOR
WINDOW ANCHOR THE FRAME
WIDTH (4), IF REQ ASSEMBLY TUBE.
Wind= Width
303/4" 32" 34" 37' 46" 53-118"
AnchorGmup Anchor Group AnchorGmup AnchorGroup Am nor Gmup Anchor Grote
A.0&D
Design Pressure (pso for Windows Attached to a Vertical Frame Assembly Tube
AC&D
B
AC & D I
B
A B
C&D
Window Width
B
C&D
+70/30
+70/89 4
+701-90
+701-859
25-15116"
8
27-7/8"
30-3/4"
32"
34"
37"46"
+70/30
53-1/8"
+70130
+70/30
+70/-90
+70/-90
Anchor
Anchor
+1-67.6
+70/80
Anchor
Anchor
Anchor Group
+701-90
Anchor Group
+701-W+70180
Anchor Group
Anchor Group
+701-90
+70/80
+7&-90
+70/80
+7&-90
+70/-90
Group
Group
+70/40
+70-90 +70/-90
Group
Group
A
B
C & D
A,C&D B
All
All
A,C&D B
A,C&D B
All
All
+701-90
+70/-90
+70/30
+701-90 IF +70/-90
+70/-90
+70/-90
+70/-90 +70/-90F+701-90+70/-90
+701-90+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/30
+70/-90 +70/-90
+70/-90
+70/-90
+70/-90 +70/-90+70/-90
+70/40
+70/30
+70/30
+70/-79.7
+70/-90
+70/30
+70/-90 +701-90
+70/-90
+70/30
+70/-90 +701-90+70/-90
+70/-90
+70/-90
+70/-90
+/-61.4
+70/-90
+70/-90
+70/-90 1+70/-896
+70/-90
+70/-90
+70/30 +70/-90+70/-90
+70/30+/-51.8
+70/-81.2
+70/30
+70/-90 1+70/-75.6
+70/-90
+70/-90
+70/30 +70/-90+70/-85.4
1
+/-49.3
+70/-773
+70/-90
+70/-90 1 +701-72
+70/-90
+70/-90
+7&-90 +70/-88 51
+70/-90 +70131.3
I
Design Pressure (ps1) for Windows Attached to a Homontal Frame Assembly Tube
SEE SHEETS 1
&4FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
SEE SHEETS 1 & 4
10" MAX. FRAME FOR WINDOW
60" ASSEMBLY ANCHOR
Anchor TUBE LOCATIONS AND
Group QUANTITIES. SEE
All WINDOW SHEET 3 FOR ANY
+70/-90 HEIGHT ADDITIONAL
+70/-90l ANCHORS
+70/-90 ADDITIONAL REQUIRED FOR
WINDOW ANCHOR THE FRAME
WIDTH (4), IF REQ ASSEMBLY TUBE.
Wind= Width
303/4" 32" 34" 37' 46" 53-118"
AnchorGmup Anchor Group AnchorGmup AnchorGroup Am nor Gmup Anchor Grote
A.0&D
B
AC&D
B
AC & D I
B
A B
C&D
A
B
C&D
+70/30
+70/89 4
+701-90
+701-859
+70/MI+701-80
8
+76-90 1+70/-743
+70/30
+701-76 3
+/59 7
+701-90
+70/30
+70'-90
+70130
+70/30
+70/-90
+70/-90
+70184 +70/-90
+70'30
+1-67.6
+70/80
+70/30
+70/30
+70130
+701-90
+70/80
+701-W+70180
+70-90 +70/-90
+7&80
+701-90
+70/80
+7&-90
+70/80
+7&-90
+70/-90
+70/80
+701-90
+70/40
+70-90 +70/-90
+70/80
+701-90
+70/80
+7&-90
+70/40
+70/40
+701-93
+70/40
+701-90 I
+70/30
+70140 +70/-90
+7&80
m
oU'
�
+70/40
+70/80
+701-90
+70140
+701-90+701-90
d m
+70180 +70/-90
+70/80
Q v
�
+70/40
+70'40
+70/-93
+70/40
+70/-90
+701-90
I
o�—
J J S
o w D
+70/40
+70/80
+70/-90
+701-90
rw�0 0
1
>aY
o O
+70/80 +7&80
60'
Anchor -Group
A
B I
C& D
AB
I
C
D
-- +1-66
+1:,1 7
+701-90
+/-58 5
+/-45.8
+701-84 7
+70'30
+158.5
+70130
+701-90
+/518
I+701812
+70/30
+70130
+70/30
+70/30
I
I
I
I
I
+701-90
+701-8621
+70181
I
I
I
I
I
I
I
+70130
+70130
J
FRAME
WINDOW
(-ASSEMBLY
HEIGHT
TUBE
0
0" MAX
W
ADDITIONAL
WINDOW ANCHOR
6
WIDTH (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHO 2
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
ac,a4
pp')Dt ICT R.E`V1SED
rp -n '..
Js CoofpE°�1➢L "N(t§F tt:�e 4...L"r-
s.;,ie.,-a C' '3' t
Asc�pFance Fat t
41
E'! =FaEic�n Oate .
By
Nliso.' Pe"ie 1�rePi t'4 Co
NOTES. -
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS P.E # 58705
0
W
6
m Q
lr�
vo
C)
Z
°cc6 o`
J r
o
LL
v
W
J v (O
Q
W
p
O
W
�fn
> o Z
m CO
Z)>O
0 0
U)
Q
Y
LU
Z
0-
—
0
�o
ti
Z
m
oU'
�
m p
a(�
Z \Q
_ 3
y LU
d m
°
¢ o
00
Q v
�
w
�� rn
N M
o�—
J J S
o w D
zUo� _ D
smN a
rw�0 0
>aY
o O
r z z rr
o w
U
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:
under 23"
under 23" +70/- 90
25-15/16" +70/- 90
39" +70/-90
m 50-5/8" +70/-90
= 60" +701-90
63" +70/-90
6T' +70/-90
72" +70/-90
76" +70/-90
84" +70/-90
TABLE 12:
I
m �
under 23"
Anchor Group
Design Pressure (psf) for Single Windows, All Anchor Groups
A
B
C
D
WINDOW
23"
Window Width
+70/-90
+70/_90__;70/:W
LOCATIONS
m 1under
25-15/16"
27-7/8"
30-3/4"
32"
34"
3T'
46"
53-1/8"
60"
+70/- _90+70/-
_
90
+70/- 90I
+70/- 90
+701-90
+70/-90
+70/-90
+701-90 -
- +70/-90
+70/-90
+70/-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
+70/-90
+70/83.2
+70/-731
+701-90
+70/- 90
+70/-90
+70/- 90
+701-90
+70/-90
+70/-80
+70/-90
+70/-90
+70/-90
+701-90
+701 -B&B
+70/$5.8
+70/-81-7
+701-762
+70/-80
+/-51.8
+70/-81.2
+701-90
+701-90
+70/-84.4
+70/-81.5
+70/-77.5
+70/-71 9
+70/-773
+70/-90
+70/90 +70/-72
+70/.90
+70/-85.6
+70/-78.3
+70/-75+3
+70/-71 2
+701-77.2
+1866 +/866
1 84"
+70/-895
+701- 79.4
+70/-71.1
+/- 67.1
ADDITIONAL
N
(L
+70/-86 8
+70/-77.2
+1-66.6
W
Q
REQUIRED FOR
+70/-82.5
+70/-727
I
v
THE FRAME
�
under 23"
Anchor Group
TABLE 13:
FOR GLASS TYPES:
3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN)
"PVB"= BUTACITEvPVB BY KURARAY AMERICA, INC.
1
A
B
C
D
WINDOW
23"
+70/-90
+70/-90
+70/_90__;70/:W
LOCATIONS
m 1under
25-15/16"
+70/-90
+70/40
+70/-90
+70/-90
=
All
+70/-89.9
+70/-70.5
+70/-90
+70/-90
I39"
50-518"
+/-69.3
+/-54 3
+70/-90
+70/-90
A
60"
+1-586
+/-458
+701-84.7
+70/-90
1
63"
+/55.7
+1-436
+70/-80.7
+70/-89.5
TABLE 13:
FOR GLASS TYPES:
3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN)
"PVB"= BUTACITEvPVB BY KURARAY AMERICA, INC.
Design Pressure (pat) for Windows Attached to a Vertical Frame Assembly Tube
1
.J�
SEE SHEETS 1
FRAME
& 4 FOR
WINDOW
WINDOW
HEIGHT
ANCHOR
Group
All
LOCATIONS
T
} �WINDOW�
AND
WIDTH
QUANTITIES.
Design Pressure (pat) for Windows Attached to a Vertical Frame Assembly Tube
1
10" MAX.
27-7/6'
FRAME
Anchor
Anchor
Window Width
Anchor
Anchor
� ASSEMBLY
TUBE
Group
All
25-15116"
WINDOW
27-7/8"
30-3/4" 32" 1 34"
37"
46"
HEIGHT
+70/-9D
All
+70/-90
Anchor Anchor Anchor
Anchor
I
Anchor
Anchor Group
+701.83.2
Axhor Group
Group Group Group
Group
Group
A
B
C & D
A, C & D B
All All All
All
_ All
+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 +70/-90
+70/-90 +70/90 1 +70/90
I +70/-90
+7(/-90
+701-797
+70/-90
+701-90
+70/90 +70/-90
+70/-90 +70/90 1 +70/-90
+70/-90
+70/-90
+/-61.4
+70/-90
+70/-90
+70/90 +70/-89.6
+70/-90 +70/90+70/90
+70/-90
+70/-80
+/-51.8
+70/-81.2
+70/-90
+70/-90 +70/-75.6
+70/-88.8 +701 -8581+70/ -Bl 71+701-762
U)
LL
0
+/-49.3
+70/-773
+70/-90
+70/90 +70/-72
+70/-84.4 +70/-81 51 +70/-77 5
+70/-71.9
1 76"
Design Pressure (ps0 for Wmnbws Attached to a Horizontal Frame Assembly Tube
1
10" MAX.
27-7/6'
FRAME
Anchor
Anchor
Anchor I
Anchor
Anchor
Anchor
� ASSEMBLY
TUBE
Group
All
Group
All
WINDOW
Group
Grote
+70/-90
+70/-90
HEIGHT
+70/-9D
All
+70/-90
+70/-90
A C&D B
A C&D B A,C&D B
I under 23'
+701.83.2
+701-7311
+701.90
WINDOW
ADDITIONAL
ANCHOR
25-15/16'
ll +70/-90
+70/90
WIDTH
hhF"FFF (4), IF REQ.
Design Pressure (ps0 for Wmnbws Attached to a Horizontal Frame Assembly Tube
Window Width
37' 46" 53-18"
AnchorGroup Arc hor Group Anchor Grog
A
under 23"
26-15/16"
27-7/6'
303/4„
34"
A
Anchor
Anchor
Anchor
Archor Group
Anchor Group Anchor Group
+70/.90
Group
Grote
Group
- +/86
+/51 7
+70/-9D
All
All
All
A C&D B
A C&D B A,C&D B
I under 23'
+701-90
+70/90
+701.90
+70190 +70/-89A
+701-90 +701-859 +70/-90 76:60-(
25-15/16'
ll +70/-90
+70/90
+70-90
+70/90 +70'90
+701-90 +70190 +701-90 1 +70190
39"
+701-90
+70/90
+70'90
+70/90 +70/90
+70/-90 +70/90 +701-90 +70190
_
505/8"
+70/-90
+70190
+70/90
+70190 +70190
+76/-90 +70/90 +70/-90 +70190
_ 60"
I +701-90
+70190
+70190
+70/888 +701-BB8
+701-85-8 +701-858 +70/-8171+70/-81
9 I 63"
+701-90
+70190
+70190
+70/84 4 +70/-84.4
+701-81 5 +701-81 5 +70/-77 51+70/-77 t
G7"
+701-90
+70/90
+70/85 6
+7(A-78 3 +701-783
+701-753 +701-75 31 +70/-7121+70-71
ANCHOR
°
C7
U)
LL
0
I 72"70/-90
�-
+701-895
+70/-79.4
+701-71 1 +70/-71 1
+1$71 +/871 i
1 76"
+701-90
+70/-86.8
+701-77.2
+1866 +/866
1 84"
+701-90
+701-82.5
+701-727
�
Window Width
37' 46" 53-18"
AnchorGroup Arc hor Group Anchor Grog
A
B
C&D
A
B
C&D
A
B
C&D
A
+70/90
+70/-74 3
+70/.90
+701-76.3
+J59 7
+70 -W_
- +/86
+/51 7
+70/-9D
+1-585
+701-84
+70/-90
+70190
+/-676
+70190
+70/-90
+158.5
+70190
+70/-90
/518
+70190
+70/-90
+70/90
+701-899
+701-881
+70/-90
+701-778
+/51
+70/832
+1-669
+70190
+701-90
+701-90
+701-80
+70/80
+701-80
06
REQUIRED FOR THE FRAME ASSEMBLY
+701-76 2 +70'-762 +701-76.2
+701-719 +701-719 +70/-719
FROD 'CT REV'SED
cocnN:dn; wn1b. N€x FiL-;d1a
Mpdc J�T�
21 D�Ate
it't n'/.adc Pmd*ct cm
Ij
e.w
m
Bm 1
AnchorGroup
B C D
+/-45-8 +701-84 7 +70/-90 I
+70/-61 2 +70/90 1 +70190 I
+/54 +70/-73.11+70/-7311
I
I
I
I
I
I
I
FRAME
WINDOW ASSEMBLY
>
HEIGHT_ TU
® o0/ r
CJ
m
iM A,CJ
M
10" MAX
p
O
pt`xw
r
W
m
Q
S U N
IL0
WINDOW ANCHOR
'-> a oY
o
o
WIDTH Imo- (4), IF REQ.o
o
�-
w
u
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
3
LOCATIONS AND QUANTITIES. SEE SHEET
Z
06
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
SEE SHEETS 1 & 4
FOR WINDOW
Q
J
ANCHOR
°
C7
U)
LL
0
LOCATIONS AND
�-
QUANTITIES. SEE
W
SHEET 3 FOR ANY
d
�
ADDITIONAL
N
(L
W
ANCHORS
W
Q
REQUIRED FOR
DO
v
THE FRAME
�
>
>
N Z
ASSEMBLY TUBE.
o
o C:)(1)
0
U)
0
Y
W
Z
n-
o
z
C7
m
off/o
m0
.ate
z
Q
s
" W
Q
vi
Bm 1
AnchorGroup
B C D
+/-45-8 +701-84 7 +70/-90 I
+70/-61 2 +70/90 1 +70190 I
+/54 +70/-73.11+70/-7311
I
I
I
I
I
I
I
FRAME
WINDOW ASSEMBLY
>
HEIGHT_ TU
® o0/ r
CJ
m
iM A,CJ
M
10" MAX
p
pt`xw
r
m
Q
S U N
ADDITIONAL
WINDOW ANCHOR
'-> a oY
o
o
WIDTH Imo- (4), IF REQ.o
o
�-
w
u
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
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 14:
70/-90
+70/-90
m 25-15/16"
+70/-90
+70/-90
i 39"
+70/-89.9
+70/-70 5
505/8"
+/59.3
+/-543
Group
All
Design Pressure (psf) for Single Windows, All
Anchor Groups
+701-90®
+70/-90
125-15116"
+70/-90
+70/-90
1 39'
+70/-90
+701-90
1 505'6'
+701-90
+70/-90
x 1 60'
+701-90
+70/-90
1 63'
+701-90
+70/-90
Window Width
+701-90
+70/-90
I
+701-90
under -23'
25-15/16"
27-7/8"
30-3/4"
32"
34"
37"
46"
53-1/8" 60"
under -23"
+70/80
+70150
+70/490
+70/80
+70/-90
+70/80
+70/-90
+70/-90
+70/50 +70180
25-16/16"
+70/-90
+70/80
+701-90
+70/50
+70/80
+70/80
+70/80
+70/80
+701-90 +701-90 I
39"
+70/50
+70/50
+70/80
+70/80
+701-90
+70/80
+70/80
+70/80
+70/50 +70/81.2 I
m 505/8"
+7W-90
+70/80
+70/40
+70/50
+70/80
+70/-90
+70/80
+70/58.8
+701-90
M 601'
+70/-90
+70/80
+70/-90
70/50
+70/80
+70/80
+70184.6
+70/-90
+70/-90
63"
+70/50
+70/80
+701-90
+70/50
+70/80
+70/86.1
+70/-79.9
+701-90
+70/-9D
67"
+70/50
+701-90
+70/80
+70187
+70/53.6
+70/-79.1
+70/-90
I
72"
+70/50
+70/80
+70/88.2
+701-79
+70/-74.6
+70/882
701-79
76" pp
+70/80
+70/50
+70/85.8
+701-74
+70/85 8
I
84" G
+70/80
+70/80
+70/80.8
I
+701808
TABLE 15:
mI under 23"
Anchor Group
A B
under 23"
70/-90
+70/-90
m 25-15/16"
+70/-90
+70/-90
i 39"
+70/-89.9
+70/-70 5
505/8"
+/59.3
+/-543
60" +/-585 +/458
63" +/55.7 +/-436
TABLE 16:
32"
W.
+70/-90
1 u "
25-15/16 ,.
Anchor
Anchor
Anchor'
Anchor
+70/-90
Group
Group
Group
All
All
1 under 23"
+701-90®
+70/-90
125-15116"
+70/-90
+70/-90
1 39'
+70/-90
+701-90
1 505'6'
+701-90
+70/-90
x 1 60'
+701-90
+70/-90
1 63'
+701-90
+70/-90
� 1 sr'
+701-90
+70/-90
1 72'
+701-90
+701-90
1 76'
+70/-90
+701-90
1 84"
+70/-90
+70/-90
Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube
Window Width
25-15/16" 27-7/8"
Anchor Group Anchor Group
FOR GLASS TYPES:
14) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN)
"PVB"= BUTACITE®PVB BY KURARAY AMERICA, INC.
WINDOW
HEIGHT
OW
�- WIDTH WDTHH
30-3/4"
32"
W.
+70/-90
46"
A
Anchor
+70/-90
+701-90
+70/-90
+70/-90 I
+70/-90+70/-90
Group
+70/-90
+7W-90
70/-90
+70/90
I +70/90
70/-90
+70/90
70/-90
+70/-90
+70/-90
+70/-79 7
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+/-61.4
+70/-90
+70/-90
+70/-90
+7(V-89.6
+70/-847
+70/-90
+/-51.6
+701-81 2
+70/-90
+70/-90
+70/-756
+70/-80.7
+70/89.5
+/-49.3
+70/-77.31
+70/50
+70/-90
+701-72
FOR GLASS TYPES:
14) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN)
"PVB"= BUTACITE®PVB BY KURARAY AMERICA, INC.
WINDOW
HEIGHT
OW
�- WIDTH WDTHH
30-3/4"
32"
W.
3T'
46"
Anchor
Anchor
Anchor
Anchor
Anchor Group
Group
Group
Group
Group
+70190
All
All
All
All
A, C & D 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
+70/-90
+70/90
+70/-90
+70/-90 70/90
+701-90
+70/-90
70/-90
+701-90
+701-888 +70/-814
+70/-90
+70/-90
+70/-90
+70/-846
00
+70/-90
+70/-90
+70/-86.1
+70/-79.9
B
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
53-1/8"
60"
Anchor
Anchor
Group
Design Pressure List)for Windows Attached to a Horizontal Frame Assembly Tube
All
All
- +70%-90
WINDOW
+70/-90
+70/-90
+701-90
Window Width
+70190
+/-51.8
+70/812
27-7/6"
30-3/4"
+701-7621
I
I
I
I
I
I
I
32'
34"
37"
I�
ANCHORI
46"
WIDTH
Anchor
Anchor Group
Anchor
Group
Anchor Grote
Am hon Group
J r
Ate hor Group
J
Group
o
LL
W
00
All
A C&D
B
A C8D
B
A C&D B
A B
C&D
A B
C&D
+70/-9p
+701-90
_
+701894
+70/50
+701-959
_ - _
+70/-90 +70/-60.6
-+ I +
7090 70/-743
+70/-90
+ _- + -
701-7631 /59.7
+ _
701.90
+70/-90
+701-90
+701-90
+70/90
+70/-90
+70/-90 +7090
+701-84 +70/-90
+701-90
+1876 1 +70190
+70/50
+701-90
+701-90
+701-90
+7090
+70/90
+70/90 +7090
+70150 70/-90
+70190
+701-899 1 +70/86 1
+70190
+70/-90
+701-90
+70/-9D
7090
+70/90
+70/90 +7090
7090 +70190
+70190
+70/-886 I +701-61 4
+701-88 8
+70/-90
+70/-90
+70/-90
+70/90
+70190
+70/-90 +70/90
+701-846 +701-646
+701-84 6
1
+701-90
+70/-9D
+70/-90
+70190
+70/90
+701-86 1 +701-861
+701-799 +70/-79.9
+701-799
+70/-90
701-87
+70/-87
701836
701836
+70-791 +701-791
+70/882
701-79
+701-79
+701-746
+701-746
+70/85 8
+70/-74
+701-74
I
+701808
I
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
53-1/8"
60"
Anchor
Anchor
Group
Group
All
All
- +70%-90
WINDOW
+70/-90
+70/-90
+701-90
+70/-81.21
I
I
53-1/8"
Arc hor Group
10" MAX.
-+•{
I►- FRAME
A
B
ASSEMBLY
+1-66
+/-517 I
TUBE
WINDOW
-+/45.8
+701847
HEITGTHT
+70190 I
+70190
+/-51.8
+70/812
+701-90
701-77.8
+701-7621
I
I
I
I
I
I
I
AL
+146.9
WINDOW
I�
ANCHORI
WIDTH
---
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW
ANCHOR LOCATIONS AND QUANTITIES.
SEE SHEET 3 FOR ANY ADDITIONAL
ANCHORS REQUIRED FOR THE FRAME
ASSEMBLY TUBE.
60"
Anchor Group
A
B I
C&D
A
B
C&D
+1-66
+/-517 I
+70190
+/-58.5-
-+/45.8
+701847
+15135
+70190 I
+70190
+/-51.8
+70/812
+701-90
701-77.8
+701-7621
I
I
I
I
I
I
I
+70150
+146.9
+154
I I
I I
I I
+701812
If
¢ m
FRAME
WINDOW
-ASSEMBLY
HEIGHT__
_ TUBE
ADDITIONAL
WINDOW ANCHOR
�
WIDTH I� (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.
PRODUCT sE-°,'i
.35 �:C:Y4p-'-JRID� v%a EG.? 2'F'e �''sCe-''E.✓'
f?u�Idme Cu3e /6' 074-2S
J74-
n+ib
�'x'rrs=ai�'w, G7afe f� t
Ry
NOTES
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS P.E.# 58705
¢ m
O
W
0
H
�Q
o�
Z_
o`
c06c
J r
J
o
LL
W
00
Q r
N
F-
W
H
00
-
o Z
00Z)6
W
O
0 0
U)
p
Y
W
Z
Z
(� n
\Q
v
w
>N °'
v
m
iva
of
rn
O
p x H
Z O_ D
=UM Q
wz
w O O
> d Y
o O �
U
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:
I
m1 under 23.
FOR GLASS TYPES:
5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN)
6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN)
"SG"= SENTRYGLAS by KURARAY AMERICA, INC.
SEE SHEETS 1
Anchor Group
Design Pressure (psf) for Single Windows, All Anchor Groups
WINDOW
WINDOW
HEIGHT
ANCHOR
B
LOCATIONS
IWINDOW
WIDTH
AND
QUANTITIES.
8
C8D
1 under 23"
+70/-90
.70/30
+70/-901I
+70/-90
+70/-90
Window Width
+70/-90
m 1 25-15/16"
1
+70/30
under 23"
25-15/16"
27-7/8"
30-3/4"
32"
34"
37"
46"
53-1/8" 60"
under 23"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
+90/-130 +90/-130
25.15116"
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/430
+90/-130 +90/-130 1
39'
+90/-130
+90/430
+90/430
+90/-130
+90/-130
+90/-130
+90/130
+90/430
+90/-130 +900301
m 50-5/8"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
1
i 1 60"
+90/-130
+90/430
+901-130
+90/430
+90/-130
+90/-130
+90/430
+70/-90
+701-901
63"
+90/430
+90/-130
+90/-130
+90/430
+90/-130
+9(/-130
+90/-130
1
1
° 1 67"
+90/-130
+90/-130
+90/430
+90/-130
+90/-130
+90/430
1
+70'80
i
72"
+90/-130
+90/430
+90/-130
+90/-130
+90/-130
+1585
O
39"
+701-90
76"
+90/-130
+90/-130
+90/430
+90/430
+701-90 +70/-90
+70180
+70/-90 +70/80
+701-90 +70180 +70/-90
+70/8
84"
+90/-130
+901-130
+90/430
0'8
+70
+701-90
+70/8 0
+701-90 +701 80
+70/-90 +70/80
+70180
TABLE 18:
I
m1 under 23.
FOR GLASS TYPES:
5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN)
6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN)
"SG"= SENTRYGLAS by KURARAY AMERICA, INC.
Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube
25-15/16"
SEE SHEETS 1
Anchor Group
&4FOR
WINDOW
WINDOW
HEIGHT
ANCHOR
B
LOCATIONS
IWINDOW
WIDTH
AND
QUANTITIES.
Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube
25-15/16"
TABLE 19:
Window Width
Anchor Group
Anchor Group
27-7/8"
A
B
C
D
A
8
C8D
1 under 23"
+70/-90
.70/30
+70/-901I
+70/-90
+70/-90
+70 30
+70/-90
m 1 25-15/16"
+70/-90
+70/30
+701-90 i
+70/-90
+70/-90
+70/-90
+70/-90
z 1 39"
+70/-89 9
+70/-70.5
+701-90I
+70/-90
+70/-79.7
+70/-90
+70/-90
1 50-5/9'
+/-69.3
+/-54.3
+70/-90
+70/-90
+/-61.4
+70/-90
+70/-90
7I60"
+/-58.5
+/45.8
+70/-84 7+70/-90
+70/-90
+/-51.8
+70/-812
+70/-90
63"
+/-55.7
+/43.6
+70/-80 7
+70/-89.5
+/-493
+70/-77.3
+701-90
TABLE 19:
Window Width
> m
�
J
27-7/8"
30-314"
32"
34"
Anchor Group
Anchor
Anchor
Anchor
Group
53-1/8"
FRAME
Group
Group
HEIGHT_ TUBE
48"
Anchor
A, CBD
8
All
All
A, C&D
B
+70/-90
+70/-90
'+70/-90
-+70/-90
+70/-90
-+70/-90
+70/30
+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/-89.6
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-756
+70/-90
+70/-90
+70/-90
+70/-90
+70/30
+70/-72
+70/-90
+70/-90
+70/-90
+70/-885
TABLE 19:
> m
�
J
c
G
SEE SHEETS 1 & 4
FRAME
O
W
10" MAX.
53-1/8"
FRAME
FOR WINDOW
37"
HEIGHT_ TUBE
48"
Anchor
53.1/8"
Anchor
60" 1
Anchor
a
ASSEMBLY
TUBE
ANCHOR
Antler
Group
" MAX
+1:51 7
+70/40
+70/-90 +1-585
+70/-90 +/518
Window Width
+70'30 1
+701.90
XIANCHOR
LOCATIONS AND
+70/-90 +701-862
antler 23"
Group
Group
Group
32"
34"
QUANTITIES SEE
A, C&D
B
All
An
All
WINDOW
Anchor
AnchorGroup
SHEET 3 FOR ANY
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
HEIGHT
Group
ADDITIONAL
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
ti
� r
Z
REQUIRED FOR THE FRAME ASSEMBLY
o C9
ANCHORS
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
A, CBD
B
ADDITIONAL
REQUIRED FOR
+70/-90
+70/-90
+701-901
A
under 23'
WINDOW
ANCHOR
THE FRAME
+701-90
+70/-85.4
1
+70/-90 +701-808
�
+70-74-3 +70/80
WIDTH
(4), IF REQ.
ASSEMBLY TUBE.
+70/-90
+701-81.3
1
+70'80
+70/80
+7U-90
+701-90 +70180
+701-90 +70180
+70/-84
TABLE 19:
> m
�
J
c
G
FRAME
O
W
WINDOW r -ASSEMBLY
53-1/8"
60'
HEIGHT_ TUBE
Design PiBsure (psi) fur Wlnclow5 Attached to a Honiontal Frame Assembly Tube
Anchor-GroupyL
a
B
C&D A
B C
D
" MAX
+1:51 7
+70/40
+70/-90 +1-585
+70/-90 +/518
Window Width
+70'30 1
+701.90
XIANCHOR
+70130
+70/-90 +701-862
antler 23"
25.15116"
27-7/8"
30
32"
34"
3T'
37,3/4"
46"
I
111
O
Anchor
Anchor
Anchor
AnchorGroup
�
O
Anchor Group
AnchorGroup
AnchorGroup
AmhorGmup
W
LOCATIONS AND QUANTITIES. SEE SHEET
Group
Group
Group
3 FOR ANY ADDITIONAL ANCHORS
0
Z
ti
� r
Z
REQUIRED FOR THE FRAME ASSEMBLY
o C9
a
a�
All
All
All
A, CBD
B
AC&DI B
A,C&D B
A
B C&D
A B C&D
A
under 23'
+70/-90
+70/3 0
+70/-90
+7014
-90
+70/-89
+701-90 +70/-859
+70/-90 +701-808
+701.90
+70-74-3 +70/80
+70/-763 +/597 +70'-90
---+/86
25-15/16'
+70/-90
+70/80
+70'80
+70/80
+7U-90
+701-90 +70180
+701-90 +70180
+70/-84
+70/-90 +70180
+/-676 +70180 +701-90
+1585
O
39"
+701-90
+70180
+70/80
+70/80
+70-90
+701-90 +70180
+701-90 +70/-90
+70180
+70/-90 +70/80
+701-90 +70180 +70/-90
+70/8
$r
505/8"
+701-90
+7018 0
0'8
+70
+701-90
+70/8 0
+701-90 +701 80
+70/-90 +70/80
+70180
+701-90 +70180
+701-90 +70/80 +701-0
M
60"
+70/-90
+70180
+70/-90
+70/80
+70180
+7p/80 +70180
+70/-90 +70/80
+70 -90
+70/-90 +70/90
B
63"
+701-90
+70/30
+70180
+70180
+70/80
+70/-90 +70180
+70/-90 +701.90+70-90
+70
018
+70/-90 +70
67"
+701-90
+70/80
+70'80
+70180
+70'80
+701-90 +70/40
+70/-90 +70/80
72"
+701-90
+70140
+70+80
+70/40
+70'80
+701-90 +70140
76"
+701-90
+70/40
+70'40
+70/40
+70140
84"
1 +701-90
+70140
+70/40
0
> m
�
J
c
G
FRAME
O
W
WINDOW r -ASSEMBLY
53-1/8"
60'
HEIGHT_ TUBE
Anchor -Group,
Anchor-GroupyL
a
B
C&D A
B C
D
" MAX
+1:51 7
+70/40
+70/-90 +1-585
+70/-90 +/518
+/-45-8 +70'-84 7
+70/-81.2j +70/30
+70'30 1
+701.90
XIANCHOR
+70130
+70/-90 +701-862
+701-81 +70180
+70/8
ADDITIONAL
0-
a7
N
WINDO01
111
O
WIDTH (4), IF REQ.
H
Z
Q
m 00
�
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SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
Q
Y
W
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
0
Z
ti
� r
Z
REQUIRED FOR THE FRAME ASSEMBLY
o C9
a
a�
TUBE.
PRODUCT REVISED
as COM965'iag with the Fonda
R"Od edg C"de
.>,ca-cs fes or l+kro
,Yarawn "mu' a 1 y
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEN 58705
> m
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c
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O
W
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Q
Y
W
Z
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-
0
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a
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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. PEN 58705
TABLE 20:
Item
Dwg. #
Description
Mat.
1
7002
Main Frame Head, Sill &Jamb
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
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
16
7029
Maxim Projected Operator
Steel
17
7030
Operator Gasket
Vinyl Foam
18
7031
Operator Backing Plate
Steel
19
7051
Operator Spacer Block
Nylon
21
7034
Operator Track&Slider
Steel
22
7023
Projected Hinge, 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
Bead B
6063-T6 Alum.
36
7042
Bead C
6063-T6 Alum.
37
7059
Bead D
6063-76 Alum.
38
1224
Vinyl Bulb Wstp (Thick)
Flex PVC 70
39
1225
Vinyl Bulb Wstp (Thin)
Flex PVC 70
50
Dow 899 Silicon Backbedding
60
7006
Screen Frame
3105-H14Alum.
61
7040
Screen Corner Key
Polypropolene
62
Screen Cloth
Fiberglass
63
1635
Screen Spline
EM. PVC
64
320
Casement Screen Spring
Stainless Steel
70
134
Add-on Flange
6063-T6 Alum.
71
7004
Frame Assy Tube
6063-T6 Alum.
72
Maxim Pivot Slider Assembly
Steel
80
1#8-32x 1/2" Ph. Pn. Mach. Scr TYPE B
Stainless Steel
81
1157
1#8 x 1/2" Ph. Pn. SMS
Stainless Steel
82
1#8 x 5/8" Fl. Ph. SMS
Stainless Steel
83
1#8x 7/8" F.H. Ph. SMS
Stainless Steel
84
1#8x 1" Fl. Ph. TEK
Stainless Steel
1 85#8x
1" Quad Pn SMS
Stainless Steel
1 86
1#8 X 1-1/2" Quad Pn SMS
Stainless Steel
1 87
1#10x 1/2" Ph. Pn./TEK
Stainless Steel
89
1#10-24x 9/16" Ph. Pn. TYPE F
Stainless Steel
90#12
x 1" Ph. Pn. TEK
Stainless Steel
ALL DETAILS SHOWN FROM THE INTERIOR
AS F
TAE
A LYNN MILLER, P.E.
P.E.# 58705
Revised By. Dote Reos,on B.
Revised By Dote Revision A
Description:
BOM AND CORNER VIEW
FRO; :'UCT REViSED
.r. csniptylap .with Mo Fftri&
'J"18&rgg Code
Aecepuviace hb j-CY714Q 23
By r4l�
h4D-de Prodeet Cogw
Drawn By
J ROSOWSKI
1070 TECHNOLOGY DRIVE Idle- Date
N. VENICE, FL 34275 AWNING WINDOW DETAILS - LM & SM 08/08/12
P 0. BOX 1529
NOKOMIS, FL 34274 Series/Model. Scale Sheet. Drawing No Rev
CERT of AUTH #29296 ( AW -740 NTS 10 OF 11 I MD-AW740LM B
STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
EXT.GLASS
i
.062"
NOM.
SILICONE STRUCTURAL HOT -MELT BUTYL 2.919"
SILICONE
1/4" NOM. FOAM 3/16" NOM. .439"
WITH
DESICCANT
EXT. GLASS 2.784"
ME HEAD,
/ O SILILL & AMB
—INT. GLASS / INT. GLASS #7002, 6063-T6
KODISPACE
00 4SG TPS
BUTYL&
DESICCANI
FOAM
EXT.GLASS�
SUPER
(Dol SPACER®NXTTM
ALUMINUM
REINFORCEMENT POLYISO DESICCANT FILL AREA
5/16"
DURASEAL®
102 SPACER
BUTYLENE �r 5/16" NOM.
SEAL•�Tr
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
a
GLASS INT.GLASS
XL EDGETM
os
SPACER
1.356"
L==J "
.095" j j
OANCHOR PLATE
#7071, 6063-T6
los° _
.050"
.865"
7
35 BEAD B
#7036, 6063-T6
1.159"
TT�.,
I
062"
NOM
2.139" 1
3 SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
.040" 1.000"
.423" —►-
FIXED
6O SCREEN FRAME
#7006, 6063-T6
.523"�
.050"�4,
.865"
36 BEAD C
#7042, 6063-T6
1—� 2.203" -0{
.093" T=
.093" J
ADDON FLANGE
7O
#134, 6063-T6
2.701"
.062"
—�
.093" J
71
FRAME
ASSEMBLY TUBE
Part #
#7004, 6063-T6
1—� 2.203" -0{
.093" T=
.093" J
ADDON FLANGE
7O
#134, 6063-T6
.172"
Part #
Description
Material
.870" ,050"
f_7:�
100
Kommeding 4SG TPS Spacer System
.569"
101
Quanex Super Spacer nXr with Hot Melt Butyl
See this
BEAD D
37
102
Quanex DuraSpacer
Sheet for
#7059, 6063-T6
Materials
103
Cardinal XL Edge Spacer
2EFEREhi, i co i ncrORTS: FTL-8717, 8968 &8970
Revised By: Date, Revision B:
Revised By Date Revision A-
®
Description:
Drawn By.
EXTRUSIONS & SPACERS
I J ROSOWSKI
" 1070 TECHNOLOGY DRIVE
' T,tle:
Date
N VENICE' FL 34275
AWNING WINDOW DETAILS — LM & SM 08/08/12
1
P.0 BOX 1529
_
NOKOMIS, FL 34274
I Senes/Model Scale: Sheet
Drawing No Rev.
A LYNN MILLER, P.E. CERT. of AUTH. #29296
I AW -740 NTS 11 OF 11
I
MD-AW740LM B
I
RE # 58705