HomeMy WebLinkAboutNOA - Aluminum Casement WindowMIAMI-ME
MIAMI DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/building
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.
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 D dated 03/13/20, 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 No. 17-0614.14 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.-20=0402.02�
=MLAM1iD%ADE COUNTY Expiration: Dafe:' April''11,,,20.23—
Approval_Dafe: August I3-,-2020=-=�"
T8/3120 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.12-1218.09)
2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM",
sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.17-0614.14)
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.
(Submitted under NOA No.16-0629.21)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a series CA740 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.12-1218.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6t1
Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.14)
2. Glazing complies with ASTM E1300-04
f Manuel Perez, P.E.
Product Control ExrO2
r
NOA No. 20-
Expiration Date: April 11, 3
Approval Date: August 13, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
.1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and with FBC
6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
(Submitted under NOA No.17-0614.14)
2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.17-0614.14)
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0629.21)
G. OTHERS
1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series
"CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16
and expiring on 04/11/18.
F Manuel Perez, P.E.
Product Control Ex �nr
NCO No.20- 02Expiration Date: April 11,
Approval Date: August 13, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM",
sheets 1 through 11 of 11, dated 08/08/12, with revision D dated 03/13/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 06/09/17 and revised and updated to
the FBC 7th Edition (2020) on 03/25/20, signed and sealed by Anthony Lynn Miller,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® XtraTM (SGXTm) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24. __j,t� .-. _ _ _ _ -1j
Manuel Perez, P.E.
Product Control Ex n r
NO No. 20- 02.0
Expiration Date: April ll, 3
Approval Date: August 13, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
.2. NEW EVIDENCE SUBMITTED (CONTINUED)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the
FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no fmancial interest, dated March 10, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0614.14, issued to PGT Industries, Inc. for their Series
"CA-740" Outswing Aluminum Casement Window — L.M.I." approved on 09/14/17
and expiring on 04/11/23.
► Manuel Perez, P.E.
Product Control Ex r
NOA No. 20- 402.0
Expiration Date: April 11, 3
Approval Date: August 13, 2020
E-4
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 (KVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3O' IN THE HVHZ, THE
OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN. KS] PER ANCHOR TYPE, SEE TABLE 3, SHEET 4.
4) ALL WOOD BUCKS LESS THAN 1-12- 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 1-12"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
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13GO.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-113q STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE
9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; DEWALT ULTRACON+
NOA; ELCO ULTRACON NOA; DEWALT/ELCO CRETEFLEX NOA; ANSVAF&PA NOS
FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL
TABLE 1:
Glass Types
Sheet #
1
5116" Lami (1/8 An - .090" PVB -1/8 An)
5
2
7116" Lam! (3/16 An - .090" SG - 3/15 An)
6
3
7/16' Lami (3116 HS - .090" SG - 3/16 HS)
7
4
7/8" Lami. IG (1/8" An - 7/16' Air-1/8" An -.090" PVB -1/8' An)
5
5
7/8" Lami. IG (1/8' T- 7/16' Air- 118" An - .09W PVB -1/8" An)
8
6
71W Lam!. IG (3/16" An -1/4' Air- 3/16" An - .090" SG - 3116"An)
9
7
718" LamL IG (3116"An -1/47 Air- 3116` HS - .090" SG - 3/16" HS)
7
8
7/8" Laml. IG (3/16' T-1/4' Air - 3116"An - .090" SG - 3116"An)
9
9
7/8" Lami. IG (3116" T-1/4' Air - 3116" HS - .090" SG - 3116' HS)
7
'PVB'= TROSIFOL P'1B BY KURARAY AMERICA, INC.
°SG"= SENTRYGLAS" BY KURARAYAMERICA, INC.
DESIGN PRESSURE RATING
I IMPACT RATING
VARIES,
SEE SHEETS 5S
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
37" WIDTH
25.476" MAX. O.C. IF WIDTH IS
UNDER 33.476" (HEAD & SILL
4" MAX.
I ► B, SEE SHEET 2
1
69"
VISIBLE
LIGHT
HEIGHT
(DLO)
1
511 W LAMNATED J
GLASS STACK
.o!xrTRosiFoL0Pvs
1B"ANNFALtD
GLASS
BYKURARAY
AMERICA, INC.
US" ANNEALED
EXTERIOR SS
GLASS
G,
�
n
I
11/16° GLASS BITE
7/1AMWTT,—I GLASS STACK
L�
I_
3 n6'ANNFALEDOR
.OLWSCPBYKURARAY
AMERICA, INC.
-rEATSTRENGTHENED
C'��
3li6'ANNFALFD OR
I
HEAT-SfRENGniENED
EXTERIOR 38
GLASS
a
!
—T
n
11/16' GLASS BITE
MAX.
U 32 �
v 32 V
o,, SEE O.C.
GLASS TYPE 1
GLASS TYPES 2 & 3
3HEET2 y
D.C.MAX.
O.
71 "NOM.
GLASS STACK 5/16` UUONATED
GLASS STACK
718• 11
S STAC ED
GLASS STACK GLASS
GLASS STACK
/1B"ANNEALED GLASS 9/16`ANNEALED Oi
7H6"AIRSPACE-' I YIIIX-O;TROSmLSpvs 114•AIRSPACEII-T--n�HEATSTRENGTHFJ
USEANCHOR
PAIRATEACH 1B'ANNEALEDOR
JAMB IF TEMPERED GLASS
- HEIGHT IS S _
26' OR OVER EXTERIOR f
76'
HEIGHT C
— B
4' MAX. 33.476- & OVER (HEAD & SILL)
30" VISIBLE
rr -� � OPENING (OLO)r,"� �"„-`as•--s. �r,J _^ys
T—YP-ELEVATION OF—SGASEME_NT—WINDOW =`
CODES / STANDARDS USED: l
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300.04
• ANSI/AF&PA NDS-2010 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI SIGO-16
• AISC 360-16
%v MIA,
I\
I
1 / \
I
I
1�
AMERICA, INC,
IB`ANNFALBD
G� EXTERIOR
11116' GLASS BITE
AMERICA, INC.
11/1 G6" LASSBTIE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
7W NOM.
GLASS 5rACK 7/18" LAMINATED
GLASS STACK
3116' ANNEALED OR
TSTRFJJGTHENED GLASS
GENERAL NOTES .............................1 ��,O ........ N/j�
.............1 : _�.. .............
• ELEVATION :......................... �
GLAZING DETAILS ...........................I �:' •.�!
INSTALLATION ................................. 2 _ * : NO.58705
ASSEMBLY TUBE DETAILS .............3
ANCHOR SPECIFICATIONS............ 4 = _
ANCHOR QUANTITIES ..................... 4 7jW.�,
tr
DESIGN PRESSURES ...................... 5.9 Q4t/ 1070 TECHNOLOGY DRIVE
ASSEMBLY DETAILS/BOM.............. 10 'n p /. N. VENICE, F7 34275
EXTRUSIONS/SPACER.................... 11'••�ORIDP,. G�=�` (941) 480-1600
ONAL E�.��•
A�4faNINILI.1=� P.E
116'AIRSPACE ,090"SG®BY KURARAY
AMERICA, INC.
GLASS y16' ANNEALED OR
3g HEATSTRENGIHENFD
EXTERIOR I ��
11/16"GLASS SITE
3116-TEMPERED
sD
sD
PRODUCT REVISED
as complying with the Florida
GLASS TYPES 6 & 9
Building Code
NOA-No. 20-0402.02
ase
ted Br.
Date;
Revision:
Ex iration Date • 4/11/2023
JR
03/13/20
UPDATEDANCHORAGE
PER FBI 1120.
W°
ievised Sr.
Date:
Revision:
Miarn pade P.ducrCo trot
Description:
Dronn By.
GLAZING DETAILS
J ROSOWSKI
rue:
Date°
CASEMENT WINDOW DETAILS — LM & SM
08/08/12
Series/Model: Scale:
Sheet:
awing No.
DrMD—CA740—LM
Rer.
CA-740
NTS
1 OF 11
D
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET4
EXTERIOR
a
3537 `
ATTACHEDTO
FRAMEJAMB
tl
ATTACHED TO
VENTJAMB
tl
WINDOW 81
HEIGHT �
VISIBLE
LIGHT
HEIGHT
(DLO)
ATTACHEDTO
FRAMEJAMB
ATTACHED TO
VENTJAMB
tl
38 39
— EDGE DISTANCE
CONCRETE/CMU
PERANCHOR
EMBEDMENT
REQUIREMENT
TYP. ANCHOR
TYPE,
EMBEDMENT
.i ',•
AND EDGE
DISTANCE PER
SUBSTRATE,
1
SEE TABLE 3,
SHEET4.
kWAI
EDGE
1
DISTANCE
I
EMBEDMENT
70
OPTIONAL ADDON
FLANGE Q HEAD,
SILL & JAMBS
INSTALLATION
OPTION 2
INSTALLATIONANCHORS
DIRECTLY INTO MASONRY-
IW MAX
SHIM
SEE DETAIL
JAMB
NOTES: Al,
HARD-
1) USE ONLY SUBSTRATE -APPROPRIATE
WARE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
BUCK
DISTANCE LIMITS. ANY INSTALLATION
HEIGHT
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
ATTACHED
TO FRAME
2) ALL WOOD BUCKS LESS THAN 1-1/2-
JAMB
THICK ARE TO BE CONSIDERED IX
INSTALLATIONS. 1X WOOD BUCKS.ARE
OPTIONAL UNIT MAY BE INSTALLED
BUCK WIDTH
ATTACHEDTO
VENT SILL
V/ BELOW OPERA
�82 82 ATTACHED TO VENT SIL
4
VISIBLE LIGHT WIDTH (C
FOR SNUBBER REQUIREMENTS,
SEE TABLE 4. SHEET 4.
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.
I
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 1/4^.
15 16
DETAIL
Al
1
19 �. 01
WOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
TYP. ANCHORTYPE,
1/4" MAX SHIM
EMBEDMENTAND EDGE
¢ .:,
DISTANCE PER SUBSTRATE,.•
'
SEE TABLE 3, SHEET 4.
.CONCRETE
'.
EMBEDMENT
INSTALLATION
PERANCHOR
..
OPTION
REQUIREMENT
INSTALLATION ANCHORS
EDGE DISTANCE
THROUGH 1XMASONRY.
VERTICAL SECTION B-B
INTO MASONRY.
No.58705
ja
z
'01VAL
A. LYNN MILLER P.E.
P.ES5B7n.5
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL
STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
EDGE
DISTANCE
t
,DE APPROVED
LION, ALUMINUM,
EL FRAMING OR
WINDOW WIDTH STEEL STUD.
EXTERIOR
HORIZONTAL SECTION A -A
EGRESS FORMULAS:
WIDTH, WASH HINGE: WINDOW WIDTH -13-V2
NOTES:
WIDTH, EGRESS HINGE: WINDOW WIDTH -7-1/2
1) WHEN INSTALLING
COMBINATION UNITS,
HEIGHT: WINDOW HEIGHT-6
ADDITIONAL INSTALLATION
VISIBLE LIGHT FORMULAS:
10" MAX.
ANCHORS MAY NEED TO BE
WIDTH: WINDOW WIDTH -7
INSTALLED THROUGH THE
WINDOW FRAMES AT 1 p' MAX.
HEIGHT: WINDOW HEIGHT-7
—
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
I
SEE TABLE BELOW:
L-r-SEE DETAIL A2, BELOW
=7
ODETAIL
A2
Revised L
R Revised t
® Descrfpdi
Additional Anchors Required on each
Side otthe Frame Assembly Tube (FAT)
r
LL
Ty
Whndow
Width
Anchor75F pe
A
B, C & D
1T-25.9'
1
0
>
26'+
1
1
u_
Window
Height
Anchor Type
A B, C & D
•c
17' - 25.9'
1 0
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.02
ate: Revision: Expiration Date,�: 4-/-11/2023
03/13/20 NO CHANGES. ey: GGtL�: dL"
ate: I Revision: I Mtamf�pade ProducKCohtrol
SECTIONS & INSTALLATION I J ROSOWSKI
N. VENICE, FL 34275 rue: ua-
(941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Scale: Sheet: Drawing No. Rer.
2ECISTRATION 29296 GA-740 NTS ee OF 11. MD-CA740-LM I D
CASEMENT (X),
WINDOW
HEIGHT
I WINDOW I _
WIDTH I�-
4E-,
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 PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED 'DESIGN PRESSURE
(PSF) FOR SINGLE WINDOWS, ALL
ANCHOR GROUPS'
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
5) USING THE TABLE LABELED
WNDOW ANCHORS REQUIRED"
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET2.
CASEMENT I CASEMENT (XX) AWNING / CASEMENT I FIXED CASEMENT (XXO)
FIGL
SEE NOTE 7, THIS SHEET
740I I 74
SERIES FRAME SERIES
CASEMENT ASSEMBLY CASEMENT
WINDOW TUBE WINDOW
a c�%
FIGURE 2:
74 SERIES
AWNING�
Z
WINDOW
/
D FRAME r�
ASSEMBLY
TUBE
10",SEE NOTE 7,
p
THIS SHEET
\
74 SERIES
CASEMENT
/
/
WINDOW
Lip
E
FRAME
ASSEMBLY
E TUBE
/
`74 SERIES
FU(ED WINDOW`
/
'SEE PRODUCTS NOA FOR
INSTALLATION SPECS
MIN. # 12 X 1"SMS
THROUGH
INSTALLATION HOLES
MIN.#12X Ll
1" SMS
1
THROUGH
!740
INSTALLATION
HOLES
SERIES
740 SERIESEMENT
EXTERIOR FRAME
CASEMENT
WINDOW ASSEMBLY
157 TUBE
WINDOW
EXTERIOR
HORIZONTAL SECTION C-C
a
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D
740 SERIES
AWNING
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 140SERIES PRODUCT
(CASEMENT, AWNING OR FIXED
CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE FOR
ALL WINDOWS, USE THE WINDOWS
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
3) ALLWINDOWS IN THE
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
740 SERIES
4) FRAME ASSEMBLY TUBE TO BE
CASEMENT
FASTENED TO WINDOW, AS SHOW IN
WINDOW
DETAILS, WITH MIN. #12X1"SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
FRAME
OPPOSITE FRAME MEMBER
FRAME
-
ASSEMBLY
—ASSEMBLY
TUBE
TUBE
MIN.#12X
1' SMS
740 SERIES
THROUGH
CASEMENT
INSTALLATION
WINDOW
I
I
HOLES
740
SERIES
EXTERIOR FIXED
CAS
a
WINDOW
VERTICAL SECTION E-E
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 &2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4
2) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE.
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGNPRESSURE (PSF) FOR IWNDOINSATTACHEDTOAVER77CALFRAMEASSEMBLYTUBE' ORDESTGN
PRESSURE(PSF7 FOR IWNDOWS 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) USINGTHE TABLE LABELED 1WNDOWANCHORS 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. 012 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
5) THE FRAME ASSEMBLY TUBE MAY
NOT EXCEED 62' IN LENGTH (AS USED
IN A 63' FLANGED WINDOW) OR BE
USED IN TEE OR CROSS
CONFIGURATIONS.
6) THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CUPPED 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 FRAMESAT
1 W MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE
CENTERLINE. SEE TABLE BELOW:
Additional Anchors Required an each
Side of the Frame Assembly Tube (FA
ti
a
Window
Width
AnchorT pe
A B, C & D
y
17' -25,9"
1 0
26"+
1 1
r
u4
117'
Window
Height
Anchor Type
A
B, C & D
- 25.9'
1
0
x
26"+
1
1
PRODUCT REVISED
as complying with the Florida
BuIldinCode
NOA-N:. 20431402.02
Ex irotl m Date: 4H112023
By: L l
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0NAL ENG�`•
ANgai. awb.E.
P.F- # 5NO5
Group
Anchor
Substrate
Min
Edge
Distance
Min.
O.C.
Distance
Min.
Embedment
Anchor
Plate
Required?
#12 steel SMS (GS) or
#14 steel SMS (G5) or
S. Pine
6063-T5 Alum.
518"
318"
1"
5/8'
1-318'
.067
No
No
A
#14410 SS SMS
A36 Steel
A653 Stud, Gr. 33
318"
318'
5/8.
sm.
.059,
.045" 20 Ga.
No
No
1!4" steel Ultracon+
Sic Concrete
1"
3'
I-T4"
No
Hollow Block
1'
3'
1-114"
No
S. Pbre
1"
1'KIAW
No
6
1/4'steel Ultra—
285k Concrete
2-112"
4"
No
Holaw, Block
1"
6'
No
Hollow Block
2.112"
51
No
114'steel Ultracon
Hollow Block
1"6"
Yes
114steel Ullracom
3k Concrete
1"4'
Yes
HollowBlock
1'3'
Yes114'410SS
CreteFTex
3.35k Concrete
1"
- V
No
F,o11ow Block
2-7/2'
S
No
#12 steel SMS (G5) or
#12410 SS SMS or
#14 steel SMS (435) or
#14410SSSMS
S. Pine
5!s
1"
1318'
Yes
6053-75 Alum
3W
516'
.0713°
Yes
A36 Steel
318•
518'
.05T
Yes
A653 Stud Gr. 33
3/8"
5/8'
.045'. 18 Ga.
Yes
114" steel Ultracon
285k Concrete
1"
4"
i-aw
Yes
285k Concrete
2.1f2'
4"
1.3/6"
Yes
Hollow Black
2.1/2'
5'
1-1fe
Yes
Filed Block
Z-117
4"
13/4'
Yes
D
1W 41055 outeRex
3.35k Concrete
1"
6"
1.3/4"
Yes
3.35k Concrete
2-1/7
6•
1'
Yes
Hollow Black
2.1/2'
6'
1-114"
5116"steel Utracon
3.5k Concrete
1.1/4'
S°
1.9/4'
Hallow Black
3-1/8'
S°
1-114"
Fled Black
2.1/S
S
1314'
N
co"
3k Concrete
1S/1G
4'
1318'
Hollow Black
i�14'
3'
1.114°
S. Pkre
1"
1'
1316'
Window Anchors Required
Window Width (In)
under 23'
25-15116'
27314'
30"
33.1/2' 1
35' 1
37'
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Awhar Group
Anchor Group
AnchorGroup
A
8
C
D
A
B
I C
I D
A
B
C
D
A
1 B
C
D
A
B
C
D
A
1, B
I C
D
A 1
B
C
D
under 23'
Jamb
2
2
1 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/Sil
2
2
2
2
3
2
2
2
3
2
2
2
4
2
2
2
4
3
2
2
4
3
3
3
5
3
3
3
2515/16'
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
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
2
2
2
4
3
2
2
5
3
3
3
5
3
3
3
38.W8"
Jamb
L 8
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
Head/S01
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
1 4
3
3
2
5
3
3
3
5
4
3
3
48"
Jamb
6
4
4
4
8
6
4
4
8
6
4
4
8
6
4
4
8
6
4
4
8
6
4
4
8
6
6
4
r^�
HeadlS01
2
2
2
2
3
2
2
2
3
1 2
2
2
4
3
2
2
4
3
3
2
1 5
3
3
3
5
4
3
3
tea"
Jamb
3
6
4
4
8
1 6
4
4
8
6
4
4
8
6
4
4
10
6
6
1 4110
6
6
4
10
6
6
4
Head/Sll
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
- 3
3
3
5
4
9
3
80'
Jamb
8
8
6
4
10
6
6
4
10
6
6
4-
10
8
6
4
12
8
6
8
6
4
12
B
6
4
g=
Head1StO
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
3
3
3
5
3
9
3
�,
Jamb
10
6
8
6
10
6
6
6
10
8
6
6
12
8
B
6
12
8
6
8
6
6
12
8
6
6
Head/SM
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
3
3
3
5
3
3
3
72"
Jamb
10
8
6
6
12
8
6
8
12
8
8
6
14
8
8
6
14
8
6
8
8.
6
14
a
a
6
Head/Sill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
2
3
3
3
5
3
3
3
76"
Jamb
12
8
6
6
12
6
8
6
14
8
8
6
14
10
8
6
14
10
8
10
8
6
14
10
8
6
HeadfSill
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
2
3
3
3
5
3
3
3
84,
Jamb.
12
8
8
6
14
10
8
8
14
10
8
8
16
10
8
6
16
10
8
6
Head/Sin
2
2
2
2
3
2
2
2
3
2
2
2
4
2
2
1 2
4
1 3
1 2
1 2
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" HEAT -STRENGTHENED.
LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE,+70/-85 PSF DP REQUIRED
Jamb Snubber Locations
Glass Type:
PVB
SG
(Types 1, 4 & 5)
(Types 2, 3 & 69)
63"
ne
IT max. from
trn and
Reqrared
each end & 30'
less
max O.C.
17 max. from
12" max. from
0 over
Sr
each end & 30'
each end & 30'
max O.C.
max O.C.
"PVB'= TROSIFO& PVB BY KURARAY AMERICA, INC.
°SG-- SENTRYGLAS®BY KURARAYAMERICA, INC.
CASEMENTANCHORS:
A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF+70/-90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR.
C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY
TUBE SIDE OF THE AWNING (HEAD & SILL).
FIXED CASEMENTANCHORS:
A) FROM TABLE 11, A 34" X 61 • FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF
+701-90 USING ANCHORS C OR D.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX
ANCHOR.
C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL
E) DISTRIBUTE ANCHORS FOLLOWING
GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEET 2, INSTALL 1
1) WHERE
SUBSTRATE CONDITIONS
REQUIRE ANCHORAGE
FROM
MORE THAN ONE OF
THE FRAME
ASSEMBLY
THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER
TUBE SIDEOR
ASSEMBLY TUBE SIDE OF THE FIXED
O
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL
CASEMENT (HEAD &SILL).
2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE
3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
Material
Min. Fr
Min. F.
Steel Screw
92 ksi
120 ksl
410 Screw
90 ksi
110 ksl
Elea UIMICon®
155 ksi
177 ksi
1W Dowah Ult.Co140
410 SS DeWalM- a.t.—M-8
148 ksi
127.4 ksi
164 ksi
189.7list
6063-T5 Aluminum
16 ksi
22 ksl
A36 Steel
36 ksi
58 ksi
GL 33 Steel Stud
33 kel
45 kel
brw rLe
NOT
ALLOWED
WITH
FRAME
ASSEMBLY
TUBE
10'
10"
�{ L�
14' I -
-�i4"
4" —1 4'
10.6'
/
1
4"
�
34"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.02
n(ration Date- 4/11/2023
Dy: r�
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* : No.58705
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�GZONAL
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P.
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Design Pressure (pst)br Single Windows, All Anchor Groups
Window Width
under23'
25.15l16'
27-W4-
30'
1 33.112"
35,
37'
order 23'
+701-90
+70/-90
+70/90
+701-90
+70190
+70/-90
+701-90
25-15/16'
+70/50
+701.90
+70190
+7019D
+70190
+701-90
+701-90
383/8'
+70/-90
+701.90
+70190
+701-90
+70190
+70/90
+70190
48'
+701-90
+70190
+70190
+701-90
+70(90
+701-90
+701A1
=
505/8'
+701-90
+70190
+70/90
+70190
+701-90
+70190
+70/-892
60'
+701.90
+70/90
+701-90
+70/98.5
+701-80.6
+701-77.7
+70174.3
63.
+701.90
+7D/-90
+70190
+7o/A4.3
+701-76.5
+701-73.7
-70170.1
72'
+7a-90
+7a97.2
+7a-77.7
+601-71.5
+601- 62.4
+60/- 60.9
+/- 59.3
76'
+7a90
+7a94.6
+7a 75.7
+/97.3
+/- 58.8
+/- 57.2
+1- 55.6
84'
+7a90
+7a-80.4
+7a-71.3
+60/-621
+/- 54.2
T6A1 F.
FOR GLASS TYPES:
1) 5/1611 LAMI (1/8 AN - .090" PVB -1/8 AN)
4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN)
"PVB'=TROSIFOLOPVB BY KURARAYAMERICA, INC.
T__ [I
WINDOW
HEIGHT
f
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pressure (ps0 for Windows Attached to a Vertical Frame Assembly Tube
m
Window Width
under 23"
ZS-15%6'
279/4"
30"
33-1/2"
35"
3T'
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Croup
A
B
C
D
A
B
C&D
A
B
C&D
A
B
C&D
A
B
C&D
A
B.C&D
A
B,C&D
under 23"
+70/90
+70/90
+70/90
+70190
+70/-90
+70190
+70/-90
+701-90
+70/-90
+701-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-N
+70/-90
+70/-90
+70190
+701-90
25.15/18"
+70/-90
+70190
+70/90
+70/90
+70/-90
+70190
+70/90
+701-90
+701.90
+70/-9D
+701-90
+701-90
+701-90
+701-90
+701-90
+701.90
+701-90
+70190
+70/-90
+701-90
2
385/8"
+70/-90
+701-76.4
+70190
+70/-90
+70/94.5
+70/-9D
+701-90
+701-79
+701-90
+701-90
+701-73
+70190
t70/-90
+70/.81.8
+701-90
+70%90
+70178.3
+70190
+701-74
+701-90
48"
+701-76.2
+/51.1
+701-73.1
+701-90
+157.5
+70190
+70190
+/-63.1
+70190
+701-90
+158.4
+70190
+701-90
+/55.4
+70/53.9
+701-90
+/526
+70/90
1 +/-59.2
+701-90
_
50-5/8"
+70/-723
+157.9
W-69.3
+701-90
+/-64
+70/90
+70I90
+/-59.9
+701-90
+70/-90
+/55.4
+701-88.7
+70/-90
+/92
+70/-79.5
+701.90
+/.59.3
+70/-90
+/-W.1
+701.89.2
1 +/-48.9
+1.58.5
1 +70190
+/-54
1 +701-86.6
+70190
+/50.5
+701.81
�+/-06.7
+701-74.9
+701-88.5
+/523
+/-67.1
+70/-80.3
+/50.1
+701-77.7
+/-47.4
+701-74.3
63"
t/-W-1
+/-46.5
+155.7
+70/58.7
+/51.5
+701-825
+701-90
+/•48.1
+70/-77.1
+701-90
+/-A4:5
+701-71.3
+70%84.31
+149.8
L +/-63.9
1 +701-76.5
+/-47.7 1
+701-73.7
+145.1
+701-70.1
Design Pressure (ps0 for Windows Attached to a Horizontal Frame Asserrbly Tube
Widtlr
RWindow
order 23'
25-1511�
273r4'
30'
31112'
35-
3T
Anchor
Getup
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NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
T
--
WINDOW
FRAME
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PRODUCT REVISED
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J ROSOWSKI
08/08/12
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Description:
DESIGN PRESSURES PER GLAZING TYPE
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- 1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
t941) 460-1600
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CASEMENT WINDOW DETAILS - LM & SM
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Series/Model:
Scale:
Sheet:
Drowfng No.
.''RI
CA-740
NTS
9 OF 11
MD-CA740-LM
_
REGISTRATION 429296
TABLE 20:
Item
Dwg. #
Descrip9on
Material
1
7002
Main Frame Head, Sib & Jamb
6063-TB Alum.
2
7071
Anchor Plate
6063-TB Alum.
3
7003
Sash Top, Bottom & Side Rail
6063-T6 Alum.
4
70M
Frame Comer Key
Steel
5
7009
Sash Comer Key
Steel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Comer Gasket
Vinyl Foam
8
7070
Bulb Weatherstrip .187" x .275"
Flex PVC 70
10
7024
Maxim Mulfi-Point Lock -
Steel
11
7026
Lack 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
18
7027
Maxim Dual Arts Operator. WW>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 Thick & Slider (Dual Ann)
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 3116" x 1-1/4'
EPDM
33
1714
iSetting Block 5/32" x 7/16" x 1-1/4'
EPDM
35
7036
Lam! Bead B
6063 TS Alum.
36
7042
Lam! Bead C
6083 76 Alum.
37
7059
Lam! Bead D
6063-TS Alum.
38
1224
Vinyl Bulb Wstp (Thick)
Flax PVC 70
39
1225
Vinyl Bulb Wstp (Thin)
Flex PVC 70
50
Dow 791, 899 or 983 Backbedding
Silicone
60
7006
Screen Frame
3105-H14Alum.
61
7040
Screen Comer Key
Polypmpolene
62
Screen Cloth
Fiberglass
63
1635
Screen Spline
EM. PVC
64
320
Screen Spring
Stainless Steel
70
134
Add -on Flange
60637E Alum.
71
70D4
Frame Assy Tube
60B3-TB Alum-
80
#8-32 x 1/2' Ph. Pn. Mach. Scr TYPE B
Stainless Steel
81
1157
#8x 1/2" Ph. Pn. SMS
Stainless Steel
82
#8 x 5/8' FI. Ph. SMS
Stainless Steel
83
#8 x 7/8' Fl. Ph. SMS
Stainless Steel
84
#8 x 1" FI. Ph. TEK
I Stainless Steel
85
#8 x 1" Quad Pn SMS
Stainless Steel
86
#8 X 1-112" Quad Pn SMS
Stainless Steel
87
#10 x 112" Ph. PnJ TEK
Stainless Steel
89
#10-24 x 9/16" Ph. Pn. TYPE F
Stainless Steel
90
#12 x 1" Ph. Pn. TEK
Stainless Steel
ASSEMBLY DETAILS
Al
AS
T
CORNERS
PRODUCT REVISED
as Comp ing with the Florida
Buliding ode
88
NOA-No. 20-0402.02
Revised By:
JR
Date:
03/13/20
Revision:
ADDED BACKBEDDING.
Ex"
x Iration Date: 4/11/2023
BY
•
Product'C
Pam:.•' LSCENgF ;���� _
Revised By:
Dote:
Revision:
t prot
Mlamade
No. 58705
0:: a ;
a
Description:
BOM AND CORNER VIEW
Oraxn By:
J ROSOWSKI
Q� ATE F [(/`
'•F<...... 'G���
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941) 48o-1600
IIue:
CASEMENT WINDOW DETAILS - LM & SM
Dote:
08/08/12
'''SZDNAL
Series/Model: Scale:
Sheet:
Drowirtg No.
Rer.
A. L4P. 111A1�B, P.E.
CA-740
NTS
10 OF 11
MD-CA740-LM
D
P.E.01RIMS
REGISTRATION 29296
1 y 1.124" f
.062" 1
NOM. .434"
2.919" OL 1 .12.r^
SILICONE HOT -MELT BUTYL .439" NOM 2.701"
STRUCTURAL
STRUCTURAL SILICONE 1.159" '0�"
POLYISOBUTYLENE 1/4" NOM. FOAM 3/16" NOM.
WITH 21"' 2.139`
WITH DESICCANT DESICCANT .093"
EXT. GLASS EXT. GLASS 1 FRAME HEAD, 3 SASH TOP, 71 FRAME
O SILL & JAMB O BOTTOM & SIDE ASSEMBLY TUBE
#7002, 6063-T6 #7003, 6063-T6 #7004, 6063 T6
INT. GLASS INT. GLASS 1.356"
1tw KODISPACE 101 SUPER ® 1U=j�, .040" 1.000" 1.187"--}----� .050"
.441
4SG TPS SPACER NXT oss" .423" --(
FIXED
O ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE
ALUMINUM #7071, 6063-T6 #7008, 3105-H14 #134, 6063-T6
rcenvruK�ciweK� POLYISO-
BUTYLENE
5/16" NOM. SEAL
BUTYL &
DESICCANT
ROLL -FORMED _
FOAM
STAINLESS STEEL
EXT. GLASS
EXT.GLASS�
INT. GLASS
102 DURASEALO toa XL EDGE`..
SPACER SPACER
�fT FILL AREA
5/16" NOM.
.ICONE SEAL
GLASS
Parr #
Description
Material
100
Kommeriing 4SG TPS Spacer System
101
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet 1or
102
Quanex Duraseai Spacer
Materials
103
Cardinal XI.. Edge Spacer
706"
.050"
Ib 6 .865"
35 BEAD B
#7036, 6063-T6
.870" .050"
T � .569"
37 II BEAD D
#7059, 6063-T6
.050"
.865"
36 BEAo c
#7042, 6063-T6
OrjY Lr1U/,/ 'r/// Revised By: Data:
' �icer�SF �?!ll� JR 03/13/20
'•,� Revised By: Date:
yti : No.58705
'� * _
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.02
^ Ex Iration Date• 4/1112023
CHANGES. Byt Utte
'^ Miaro ado ProdueKlC trot
Kmr=K=Num im, iK=rumI :rm-orlr,oaooaoaru -'O - a Description. �rO^'^ Y.
z° EXTRUSIONS &SPACERS J ROSOWSKI
���'•, ATE F : ' (V�� 1A70 TECHNOLOGY DRIVE
/y/'S•. ....RIDP.••' \��� N. VENICE, FL 34275 7iNe: Date:
is7ONAL ENG�(941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
rj I f 111 11111 Series/Modol: Scote: Sheet: Drowing No. Rer.
A LYNN MILLER, P.F- CA-740 NTS 11 OF 11 MD-CA740-LM D
P.F-*ssms REGISTRATION #29296