HomeMy WebLinkAboutNOA - Aluminum Casement WindowRECEIVED
+ MAR 17 2021
MIAMFDADE MIAMI—DADE COUNTY, FLORIDA
® Permitting Dpartment PRODUCT CONTROL SECTION
St. Lucie Courrty 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miam►dade.gov/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.
DESCRIPTION: Series "CA-740" Outswing Auminum CPtled
nt Windo -L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740-L 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
E4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0402.02
MIAMFDADE COUNTY Expiration Date: April 11, 2023
"`8 1
Approval Date: August 13, 2020
8/3/20 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: l) 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, DurasealO spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Tdst Reports No: FTL-8717 .FTL-8968 and FTL-8970, dated I l/16115, 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 6'
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
Product Control Exqpfiwtr
NOA No. 20 02.0
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
6" 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.
Product Control Ex n r
NOA No. 20 02.0
Expiration Date: April 11, :. 3�
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, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tn
Edition (2017), prepared by manufacturer, dated 06/09/17 and revised and updated to
the FBC 711 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® Xtrem (SGXTM) Clear Glass Interlayer" dated,05/23/19,
expiring on 05/23/24.
�.....,,.. Manuei Yerezq 1 .
Product Control Ex _.,.r
NOA No. 20 02 0
Expiration Date: April 11,;.... _ 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 6" Edition (2017) and the
FBC 7tn Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial 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.
4 Product Control Ex _ r
NOA No 20 _ 02.0
Expiration Date: April 11, awn
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 (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE
OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4.
4) ALL WOOD BUCKS LESS THAN IAA THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS ZX ARE 1-12" THICKOR
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 STRUCTURALICYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAV
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE
9) REFERENCES: TEST REPORTS FTL-7065, 3579. 3580, 3724; DEWALT ULTRACON+
NOA; ELCO ULTRACON NOA; DEWALTIELCO CRETEFLEX NOA;; ANSVAF&PA NDS
FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL
TARI F 1
Glass Types
Sheet #
1
5/16" Lam! (118 An - .090" PVB -1/8 An)
5
2
7/16" Laml (3/16 An - .090" SG - 3/16 An)
6
3
7/16" Lami (3116 HS - .090" SG - 3/16 HS)
7
4
71W Lam!. IG (118" An - 7110" Air- 116" An -.09U" PVB -1/8' An)
5
5
7/8' Lami. IG (1/8' T- 7/16" A)r-1/8' An -.090" PVB - 1/8" An)
8
6
7/8" Lami. IG (3/16" An - 1/4' Air- 3116" An -.090" SG - 3/16' An)
9
7
7/8' Lami. IG (3116" An - 1/4' A!r - 3/16" HS -.090" SG - 3/16" HS)
7
8
7/B" Lam!. IG (3/16" T -1W Air - 3/16' An - .090" SG - 3/16" An)
9
9
718- Laml. IG (3/16" T- 1/4" Air- 3/16" HS - .09U" SG - 3YI6" HS)
7
'PVB-TROSIFOL`' 8VB BY KURARAY AMERICA, INC.
"SG"=SENTRYGLAS BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
RATED FOR LARGE & SMALL
SEE SHEETS 5-9
MISSILE IMPACT RESISTANCE
37"WIDTH
25.476" MAX.
O.C. IF WIDTH IS
UNDER 33.476' (HEAD & SILL
4' MAX.
r—► B.
SEE SHEET
A
I \
\
I
I \
I
69"
I /
\
I
VISIBLE
�
LIGHT
rt
HEIGHT
(DLO)
I
I
I
I
4" MAX. J
1 MAX.
A, SEE O.C.
SHEET2 i
6" MAX
F- O.C.
s/1GLASS STACK L�
GLASS STACK � I _
7nGLASS NATED
STACK
GLASS STACK 'I
.ogw-rRoSIFOL0PVB
.0W SGPBY KURARAY
176'ANNEALED
BY KURARAY
31117ANNEALEDOR
AMERICA, INC.
GLASS
AMERICA. INC.
HEATSTRENGTHP-NED
GLASS
3116'ANNEALED OR
EALED
EXTERIOR 38
HEAT -STRENGTHENED
GLASS
SS BITE
11/16" GLASS BITE
Tw
so
32
GLASS TYPE 1
GLASS TYPES 2 & 3
718' NOM.
GLASS STACK Imo-
--+'
I1
5/16'IAMINATED
"""LA TACK
716' NOAL
GLASS STACK 7/16-LAMINAT17D
GLASS STACK
US' ANNEALED GLASS
®
3/16' ANNEALED OR
HEAT -STRENGTHENED GI
7116'AIRSPAC 090'TROSIFOL PVB 1/4 AIRSPACE
USE ANCHOR BY KLIRARAY .09P Sds BY KURARAY
7/S'ANNFeImOR
PAIR AT EACH AMERICA, INC. 3116'ANNFJLLED
7EMPER� , GLASS AMERIC0. INC,
JAMB IF
HEIGHT IS
26" OR OVER EXTERIOR
76 aC
HEIGHT
3
14-12' MAX. O.C. IF WIDTH IS
33.476" & OVER (HEAD & SILL)
_ VISIBLE
I� OPENING (DLO)
TYP. ELEVATION OF CASEMENT WINDOW
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-04
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI SIOD-16
• AISC 360-16
NY LYN&
GENERALNOTES ............................. 1 `� ,`��,..........
ELEVATION ....................................... 1 `: ��.•.• LICENSE'.-(�� %
GLAZING DETAILS ........................... 1 '•.�
INSTALLATION ................................. 2 _ No. 58705
ASSEMBLY TUBE DETAILS ............. 3
ANCHORSPECIFICATIONS ............ 4 =� :• _
ANCHOR QUANTITIES ..................... 4 •, :y, '� u.' •� DESIGN PRESSURES ...................... 5-9 % O TE O
ASSEMBLY DETAILS/BOM.............. 10 iXN� F(ORIDP•.•'
EXTRUSIONS/SPACER................... 11 i SSA/ �j `�
A L�INNMILL)=}� P.E.
EXTERIOR rjyj
1:1
11/16'GLASS BITE a„ 11/1�SSBITE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
7'r NON.
GLASS STACK 711
GLA LAMINATED
GLASS STACK
3/1TANNEALEDOR
EAT -STRENGTHENED GLASS
N. VENICE, FL 342-.
(941) 480-1600
1!4'AIRSPACE
,090'SG®BY KURARAY
31WTEMPERED
AMERICA INC.
GLASS"
311VAKWEALEDOR
3B
HEATSTRENG7HENED
EXTERIOR I
GLASS
GLASS
3
1111116" BITE
50
32
GLASS TYPES 8 & 9
Revised By:
Dote:
Revision:
JR
03/13/20
UPDATED ANCHORAGE
PER FBC 2020.
Revised By:
I Dote:
Revision:
PRODUCT REVISED
as eomptyi d with the Florida
auilding Code
NOA-No. 20-0402.02
ETreir/ation�D.a�te,; 4M,p 1/2023
Bar I .7TPJiB2
meam[-pade Produ
I GLAZING DETAILS I J ROSOWSKI I
CASEMENT WINDOW DETAILS -.LM 8L SM 08/08/12
ieries'Model: I Scale: SAeet: Growing No. Rev:
CA-740 NTS 1 OF 11 MD-CA740-LM D
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET
3537 `
ATTACHED TO
FRAMEJAMS
Y
EXTERIOR ATTACHED TO r
VENT JAMB L
A
WINDOW 81
HEIGHT �
VISIBLE
LIGHT
HEIGHT
(DLO)
ATTACHED TO
FRAMEJAMB
ATTACHED TO r
VENTJAMB L
36 39
— EDGE DISTANCE
CONCRETE/CMU
PERANCHOR
EMBEDMENT
REQUIREMENT
TYP. ANCHOR
TYPE,
EMBEDMENT
AND EDGE _
DISTANCE PER
SUBSTRATE,
1
SEE TABLE 3,
/
SHEET 4.
EDGE
DISTANCE
a.
1
NT
EMBEDMENT
JAMB
HARD-
WARE
BUCK
HEIGHT
TO FRAME
JAMB
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
INSTALLATION
OPTION 2
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY.
1/4" MAX
SHIM
SEE DETAIL
NOTES' Al. BE
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENTAND EDGE
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
2) ALL WOOD BUCKS LESS THAN 1-1/2"
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE WOOD BUCKS
DEPICTED AS 2X ARE 1-11T THICK OR
BUCK WIDTH
ATTACHED TO
4)2 82 LATTACHEDTOVENTSIL
VISIBLE LIGHT WIDTH (L
FOR SNUBBER REQUIREMENTS,
SEE TABLE 4. SHEET 4.
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL -
STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
EDGE
DISTANCE
DE
JON. ALUMINUM,
EL FRAMING OR
WINDOWWIDTH _ i oTEEL STUD.
EXTERIOR
HORIZONTAL SECTION A-A15
EGRESS FORMULAS•
WIDTH, WASH HINGE: WINDOW WIDTH-13-112
NOTES:
WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1r2
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 I W MAX.
HEIGHT: WINDOW HEIGHT-7
_
r
/
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
I
SEE TABLE BELOW:
h'_ IWMAX.
SEE DETAIL A2, BELOW
GREATER. IX 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 114".�
1
19 84
IX WOOD
'
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
TYR ANCHORTYPE,
1/4"
MAX SHIM
EMBEDMENT AND EDGE
...
.. a.
DISTANCE PER SUBSTRATE,.
'
SEE TABLE 3, SHEET 4.
.CONCRETE
EMBEDMENT
INSTALLATION
PERANCHOR
..
'
OPTION 3
REQUIREMENT'-'
INSTALLATION ANCHORS
EDGE DISTANCEw
RIP
THROUGH IXMASONRY.
VERTICAL SECTION B-B
INTO MA
15 16
DETAIL
Al
L.YNN�j/''�
�..' LICENgF'•, �� ��
* : No. 58705
O (V�:
L IENG�
.�.
A LYNN MILLER, P.E.
Additional Anchors Required on each
Side ofthe Frame Assembly Tube (FAT)
F
u
r
Window
Width
Anchor
Type
A
B, C & D
1T-2517
1
0
26"+
1
1
I-
LL
Window
Height
Anchor Ty
A
B, C & D
17" - 25.9"
1
0
=
26"a
1
1
JR 1 03/13/20 INO CHANGES.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.02
ExRlratlon
4/1�Q 112023
BY. G�f'LilT __TL _
Mlarnpade Produc,YC trol
CROSS SECTIONS & INSTALLATION I J ROSOWSKI I
N. VENICE. FL 34275 I'M I Date:
(941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Seaie: Sheet: Drawing No. Fer
2EGISTRATION 29296 CA-740 NTS 2 OF 11 MD-CA740-LM D
CASEMENT (X)
I
WINDOW
HEIGHT
I WINDOW I
WIDTH
740 SERIES
CASEMENT EXTERIOR
WINDOW 15
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 MNDOWS, 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.
CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO)
SEE NOTE 7, THIS SHEET
FIG
740 FRAME 740
SERIES SERIES
CASEMENT ASSEMBLY CASEMENT
WINDOW TUBE WINDOW
1 ! �
MIN. # 12 X 1" SMS
rTHROUGH
740 SERIES FRAME
CASEMENT EXTERIOR ASSEM
-WINDOW 15 .TUBE
HORIZONTAL SECTION C-C
FIGURE
2:
740 SERIESLai
kWINDOW
/
/ 4
D FRAME
ASSEMBLY
TUBE
10", SEE NOTE 7,
D
THIS SHEET
\
740 SERIES
/
—CASEMENT —�
WINDOW
/
E
FRAME
—ASSEMBLY
E TUBE
/
`740 SERIES
FIXED WINDOW\
/
'SEE PRODUCTS NOA FOR
INSTALLATION SPECS
rTION HOLES
MIN.#12X
1"SMS
THROUGH
INSTALLATION
HOLES
740 SERIES
CASEMENT
WINDOW
EXTERIOR
a
740 SERIES
AWNING
WINDOW
FRAME
—ASSEMBLY
TUBE
740 SERIES [
CASEMENT (-
WINDOW
EXTERIOR
a
740 SERIES
CASEMENT
FRAME
ASSEMBLY
TUBE
MIN .#12X
1"SMS
THROUGH
INSTALLATION
HOLES
740 SERIES
FIXED
CASEMENT
WINDOW
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET4.
2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE.
5) USING THE TABLE LABELED
'WINDOWANCHORSREQUIRED"
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE" ORDESIGN
(TABLE 2, SHEET 4), DETERMINE
PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
THE NUMBER OF ANCHORS
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.
NEEDED IN THE HEAD, SILL AND
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE 4) USING THE TABLE LABELED 'WMDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF
INSTRUCTIONS ON SHEET 2. FOUR 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).
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) ANY74MERIES PRODUCT
(CASEMENT, AWNING OR FIXED
CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE FOR
ALL WINDOWS, USE THE WINDOWS
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
3) ALL WINDOWS IN THE
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
4) FRAME ASSEMBLY TUBE TO BE
FASTENED TO WINDOW, AS SHOW IN
DETAILS, WITH MIN. 012 X V SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
OPPOSITE FRAME MEMBER.
5) THE FRAME ASSEMBLY TUBE MAY
NOT EXCEED 62" IN LENGTH (AS USED
IN A 53" FLANGED WINDOW) OR BE
USED IN TEE OR CROSS
CONFIGURATIONS.
6) THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CLIPPED TO
THESUBSTRATE ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER
7) FOR ALL COMBINATION UNITS,
ADDITIONAL INSTALLATION ANCHORS
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMES AT
1 V MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE
CENTERLINE. SEE TABLE BELOW.
Additional Anchors Required on each
Slde ofthe Frame Assembly Tube (FAT)
I-
LL
Window
Width
Anchor Ty e
A B, C & D
<y
17' - 25.9"
1 0
26"+
1 1
I-
ua.
•c
Window
Height
Anchor Type
A
B, C & D
17-25.9"
1
0
=
26"+
1
1
PRODUCT REVISED
as compWing with the Florida
Bullding ode
NOA-No. 20-0402.02
t-:rr iration Date• 4H71202
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No. 58705 •� - = it :-
-
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Cis '•."ZORIOP,. •'G��
ONAL 6��..
REA B705
Window Anchors Required
Window Width On)
under 23'
1 25-15116-
1_ 27-314"
1.
33-1/2'
35"
3T
AnchorGmup
Anchor Group
I Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
I D
A
B
C
I D
I A
I B
C
I D
A
I B
I C
D
A
B
C
D
A
B
C
D
A
B
I C
D
under23'
Jamb
2
2
2
2
2
2
1 2
2
2
2
2
1 2
2
2
1 2
2
2
2
2
2
2
2
2
2
2
2
2
2
Hsad/Sill
2
2
2
2
3
2
1 2
2
3
2
2
2
4
2
1 2
2
4
3
2
2
4
3
3
3
5
3
3
3
25-15116'
Jamb
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 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
383/8"
Jamb
6
4
4
4
6
4
4
4
fi
4
4
4
8
4
4
4
6
4
4
4
8
4
4
4
8
4
4
4
Head/S91
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
—4
—3
3
4v
Jamb
B
4
4
4
1 8
6
4
4
e
6
4
4
a
e
4
4
6
8
4
4
8
8
4
4
6
8
8
4
Haed/S01
2
2
2
213
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
9
5
4
3
3
50-5/8"
Jamb
1 8
6
4
4
1 8
1 6
4
4
B
1 6
4
4
8
6
4
4
10
6
6
4
10
6
B
4
10
—6
—S
4
=
Head/SN
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
1 5
4
3
3
60'
Jamb
8
6
6
4
10
6
6
4
10
6
6
4
10
8
e
4
12
8
6
4
12
8
6
4
12
e
6
4
Head/SDI
1 2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
3
3
3
63-
Jamb
10
6
6
6
10
6
6
6
10
B
1 6
6
12
8
6
6
12
8
6
6
12
8
6
6
12
8
6
8
HeadlSli
2
2
2
2
3
2
2
2
3
2
2
2
4
3
2
2
4
3
3
2
5
3
3
3
5
3
3
3
72'
Jamb
10
8
6
6
12
8
6
6
12
B
e
6
14
8
8
6
14
e
e
6
14
8
8
6
14
8
8
6
_
Head/SIII
2
2
2
2
3
2
3
2
2
2
4
3
2
2
4
3
2
2
5
3
3
3
5
3
3
3
76'
Jamb
12
86
12
6
14
8
8
6
14
10
8
6
14
10
8
6
14
10
8
B
14
10
8
6
2
2
2
2
3
E22
2
3
2
2
2
4
32
2
4
3
2
2
4
3
3
3
5
3
3
3
Jamb
12
8
8
6
14
6
14
10
8
6
16
10
ed/S81
2
2
2
2
3
2
3
2
2
2
4
2
2
2
4
3
2
2
)FOR IZE.. ___.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
Group
Anchor
Substrate
Min.
Edge
Diala_a
Min.
O.O
Dislance
Min.
Embedmem
Anchor
Plate
Required?
A
#12 steel SMS (G5) cr
014 steel SMS (GS) or
014 410 SS SMS
S. Pere
5.-
1"
13/e'
No
6063�75 Alum.
318"
Sib'
.063"
No
A36 Steel
316"
S/8'
.050"
No
A653 Stud, Gr. 33
3/8'
5184
.045". 20 Ga.
No
1/4'steel Uitracom
3k Concrete
1'
3'
13/4"
No
Hollow Block
1"
3"
1-1W
No
S. Pme
1"
1"
1318"
No
B
1/4'steel Ultracon
ZBSk Concrete
2-12'
IV
I 13/8-
No
Hollow Block
1'
6'
1-1/4'
No
Hollow Block
2-12"
5'
1-1/4'
No
1148 steel Ultracon
Hallow Block
1'
6"
1.1/4'
Yes
C
114" stool Ultmcarr+
3k Concrete
1"
4'
13/e"
Yes
1-10111— Block
1°
3'
1-1W
Yes
1/4"410 SS OeteFkx
3'351, Concrete
1"
5-
1314"
No
Haliaw Black
2-12'
S'
1-1/4'
No
912 steel SMS (G5) ar
#M2 410 SS SMS or
#14 sleet SMS (GS) or
#14410 SS SMS
S. PIT.
SIB'
1"
1.318-
Yes
6063-T5 Alum.
318'
516"
.0717
Yes
A36 Steel
'No"
S/e'
.OST
Yes
A653 Stud. Gr. 33
3/8"
1 518"
.045 18 Ga.
I Yes
1148 steal Litmaon
285k Concrete
1"
4"
13/4"
Yes
2-85k Concrete
2-12'
4°
13/8"
Yes
Hallow Block
2-112"
S"
1-1/4'
Yes
Filled Black
2-12'
4'
1-3/4'
Yes
D
114" 410 SS CreteFlex
3.35k Concrete
1"
6"
13/4"
Yes
3.35k Concrete
2-1/2'
6'
1"
Yes
Hollow Black
2-112"
6"
1.114'
Yes
5/16" steel Utmcon
3.5k C—le
1-114"
5'
13/4'
No
Hollow Black 1
3.1/5
5'
1-1/4'
No
Flied Black
2-1/2'
S'
I-V4'
No
1/4" steel Ulbaeon+
3k Concrete
1-5116'1
4' 1
1- 18' 1
Yes
Hollow Block
i-314"
3'
1-&
Yes
5.,me
1'
1'
3/fr 18' I
Yes
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF
THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL
2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE
3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI.
Jamb Snubber Locations
Glass Type:
PVB
SG
(Types 1, 4 & 5)
(Types 2, 3 & B-9)
63'
NOro
12" max. from
t and
Required
each and & 30'
� less
max O.C.
3
12 max. from
12" max. from
63,
each end & 30"
each end & 30'
max O.C.
max O.C.
"PVB"= TROSIFOO PVB BY KURARAY AMERICA, INC.
"SG"= SENTRYGLASOBY KURARAY AMERICA, INC.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116" HEAT -STRENGTHENED,
LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE.-701-85 PSF DP REQUIRED
CASEMENT ANCHORS:
A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF-701-90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR.
C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY
TUBE SIDE OF THE AWNING (HEAD & SILL).
FIXED CASEMENT ANCHORS:
A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HASA 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 CRETEFLEA
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 Material Min Fr Min. F.
GUIDELINES FROM ELEVATION ON SHEET 1. Steel Screw 92 ksi 120 ksi
410 Screw 90 ksi 1f0 kal
F) PER RULES ON SHEET 2, INSTALL 1 El. 1.111.0.0 155 ksi 177 kal
ADDITIONAL ANCHOR ON THE FRAME va° 11dJYelt unncan.® 14""
tea ksi
ASSEMBLY TUBE SIDE OF THE FIXED 410 SS DBWaIVFJco CmteFlex® 127.4 ksi 189.7 kai
CASEMENT (HEAD & SILL). 6083•TSAluminum is kai 22 kel
A36 Steel 36 ksi 58 Kai
Gr. 33 Sty Sao 73 ksi 45 WI
NOT
ALLOWED
WITH
FRAME
ASSEMBLY
TUBE
10'
10'
-.{4'�
�4.
4�4"1
10.6'
/
51'
4 4"
\
I
I
34-
PRODUCT REVISED
as complying with the Florida
Building Code
N0A-No. 20-0402.02
Ex IraIII on Date: 4/11/2023
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10.6"
No.58705
4"
p ATE
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A. LY�IG kill 6i1'. P E.
P.E#58705
TABLE5: FOR GLASS TYPES:
PRODUCT REVISED
1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) as complying with the Florida
4 7/8" LAM I. IG: 1 /8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1 /8" AN BOA-Noing Code
) ( ) NOf4No. 20-0402.02
T "PVB" TROSIFOLOPVB BY KURARAY AMERICA, INC. EX iratlonDate• 4h1/2023
t ®y.
Mlam de Produ trol
WINDOW
HEIGHT
WINDOW
1MDTH
SEE SHEETS 1 84 FOR
WINDOW ANCHOR Lij
LOCATIONS AND QUANTITIES. W (L Zd U
z CD
TABLE 8: Q Z o
U r
0 0 C7 �_ ti
Z Q .. 0
w m rn
CV N iL 0 w
M cn
C" LLI 0 'Z
O m c0 H
g o C3 fl) Z
07 �
3 ° zLLI v
co .. U oU' L '¢ m
aO m0U
o „W mQ
r-U rn
TABLE 7:
FRAME
1d.� _J ASSEMBLY > N
�l TUBE ® o N a
�^
��o z
WINDOW se
HEIGHT ? 4i
Fz�
>v
_ I WINDOW I _ ADDITIONAL 1
'I WIDTH
f-- ANCHOR Z
(4). IF RED.
SEESHEETS184 FOR WINDOWANCHOR ttt1 1//
LOCATIONS AND QUANTITIES. SEE SHEET ���� NY LYh"A/
3 FOR ANY ADDITIONAL ANCHORS \� ��.••"•••. 4/�
REQUIRED FOR THE FRAME ASSEMBLY ; ��,. U10ENgF'•. �(
SEE SHEET5184 FOR WINDOW ANCHOR TUBE. Q';' •:��
LOCATIONS AND QUANTITIES. SEE SHEET No. 58705
3 FOR ANY ADDITIONAL ANCHORS = * 1 Yy�
REQUIRED FOR THE FRAME ASSEMBLY
TUBs 'F�ORIO�.•''G\��
NOTES: SRO EN
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
A L7/r(N NIOLER} b�E
2) SEE SHEET4 FOR SNUBBER REQUIREMENTS. RE.# 58705
Design Pressure (pst) for Single Windom, AO Anchor Groups
Window Width
under23'
2575/t8'
27�/4'
30'
33-112'
35'
3T
under 23'
+7a-90
+701-90
+70/-80
+7p1-80
+7a-90
+7W+30
+70/-9D
25-15/16'
+7aA0
+701-BO
+70!-BO
+70/-90
+7a-90
+70/-90
+70/50
383/8'
+7a-90
+701-90
+70/-90
*7a-90
+7a-9D
+70/�0
+70/-90
48'
+7a-90
+701.90
+70/-90
+7Df-90
+7a-90
+701-90
+70/-91
xm
SOS18'
+701.90
+701.90
+70/-90
+7a-90
+701-90
+701-90
+7a-89.2
60'
+7a-90
+70/-90
+70/-90
+70/-88.5
+70/511.8
+701-77.7
+7d-74.3
�
63"
+7a-BO
+7D1-90
+7a_90
+7aS4.3
+70f 76.5
+70l-73.7
+7a-70.1
72"
+70/•90
+701-87.2
+701-77.7
+601-71.5
+BOf- 62.4
+60/- 60.9
+/- 59.3
76"
+701.90
+7a-84.8
+7a-75.7
+/57.3
+/_ 58.9
+!- 57:2
+/_ 55.6
84"
+701-90
+701SD.4
+7a-71.3
+60/$21
r/- 54.2
' Design Pressure (psry for Windows Attached to a Vertical Frame Assembly Tube
m
Window Width
under 23"
25.15/16"
27-314"
3lY'
33-1/7'
35"
37"
Anchor Group
Anchor Group
Anchor Group
Anch
Design Pressu
WINDOW
FRAME
HEIGHT
ASSEMBLY
I
TUBE
10' MA)(.
ADDITIONAL
ANCHOR
-i
(4), IF RED.
I
If
14NNOOW
WIDTH
Design Pressure (ps1) for Single Windows, All Anchor Groups
Window Width
under23"
25-1511B"
272/4"
30'
33-1)r
35,
37-
=der23"
+901-130
+901-130
+901-130
+901-130
+901-130
+901430
+DW-130
25-15116"
+901-130
+901-130
+901-130.
+90/-130
+90/-130
+901-130
+9W-130
38-316"
+901-130
+90(-130
+90/-130
+90(-130
+901-130
+90/-130
+901-130
48"
+901A30
+90/-130
+90/-130
+90/-130
+901-130
+90%130
+gp1-130
x 505/6"
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+90/-130
BT
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
83"
+90/-130
+901-130
+901-130
+W-130
+901-130
+901-130
+90/-129.6
72"
+90/-130
+90/-130
+901-130
+901-130
+901-129.1
+901-122.5
+901-113.8
+90f-130
+901-130
+901-130
+gW-130
+901-124.1
+901-115.7
+901-107.8 8+901-130
+901-130
+901-130
+901-130
+901-116.4
VVINDOW
HEIGHT F--1
SEE SHEETS 1 84 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES
Design Pressure (pst) for Windows Attached to a Horizontal Frame Assembly Tube
Witlth
WWindow
25-15116'
273/4'
30•
33-1/2'
35'
37'
Anchor
Gmup
Anclwr
Gmup
Anchor
Group
Anchor Group
Anchor Group
Anchor Gmup
All
Ali
All
A
B
08D
A
B
C&D
A
B
C8D
under 23"
R70/-90
+701-90
+701-90
+701-90
+701-90
+70/-90
+701-90
+70/.90
+701A0
+701-87.6
+701-90
+701-90
+701-90
+701-9025-15116"
+701-M
+701-90
+7W50
+701,87.6
+701-90
+70/-90
383/e"
+701-90
+701-90
+70/.90
+701-90
+701-90
+701-90
+70/-90
+70l40
+701-90
+70/40
+701-90
+70/-9048"
+701-90
+7U1-90
+701-90
+701-90
+701-90
+70/-90
+701-90
+701-90
+701-90
+70/-90
♦701-90
+701-90
s 504/8•
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701.90
+701-90
+701-90
+701-90
+70140
+70/-90
+70/-90
60'
+701.90
+701-90
+701-90
+701-90
+70/-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+70/-90
+701-90
63-
+701-90
+701-90
+70/-90
+70/50
+70/-90
+70/-90
+70A90
+701-90
+70/-90
+701-90
+701-90
+70/AO
+701-90
72"
+701-90
+7(/-90
+701-90
+70/-90.
+701-90
+701-90
+701-90
+70/-90
+701-90
+701A0
+70/A0
+701-90
w0/S0
76•
+701-90
+701-90
+701-90
+701-90
1 +701-90
+701-9D
+701.90
+701-90
+701-90
+70/40
+701-90
+70/-9D
+701-90
84'
+701-90
+70'S0
1 +701-90+701-90
1 +701.90
1 +70/-90
1 +70/-90
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
FOR GLASS TYPES:
2) 7/16" LAMI (3/16 AN - .090" SG - 3116 AN)
"SG"= SENTRYGLAEPBY KURARAY AMERICA, INC.
T—
WINDOW
FRAME
HEIGHT
ASSEMBLY
TUBE
10" MAX.
ADDITIONAL
ANCHOR
I
—i
(4), IF RED.
I
t�
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10" MAX ASSEMBLY
I TUBE
WINDOW
HEIGHT
_I WINDOW ADDITIONAL
�1 WIDTH ANCHOR
(4), IF REQ.
SEE SHEETS 184 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
as complying with the Florida
Building Code
NDA-No. 20-0402.02
Expiratlen Date• 4/71/2023
By:
Miam pade Prod..irVolttircl
O
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g go z_
LLI
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No.58705 =
If
�O^'.• SSSTATE OF 11,`
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////"�OI'NAL ��
A LYN� L'7ILL�R, P.E
P.E.058705
Design Pressure (pst) for Single Windows, All Anchor Groups
Window Width
under23"
25-15/16"
27-314'
30°
33-1/Y
35"
37'
under23'
-901-130
+901-130
+901-130
+01-13D
+9a-130
+9a-130
+901.130
25-15/16"
+9(Y-130
+80l-130
+901-130
+901-130
+90/-130
+90/430
+901-130
384118'
+90/-130
+901-130
+90/-130
+901-13D
+901-130
+901-130
+9111-130
48'
+90/-130
+90/•130
+901A30
+901-130
+901-130
+901-130
+90/-130
=
50-5/8'
+901-130
+90/-130
+901-130
+901-130
+90/430
+90/-130
+901-130
60-
+90/-130
+90/-130
+901-130
+901-130
+90/-130
+90/-130
+901-130
3%
BY
+90/-130
+9D/-130
+901-130
+90/-130
+90/-130
+901-130
+90/-13D
1.
+SGIA30
+901-130
+90/-130
1 +901-130f+.,-130
+901-130
+9a-130
+901-130
76'
+9X-130
+90/-130
+901-130
+Sa-130
+901-130
+90/-130
84"
+90/-130
+90/-130
+90f-130
+90/-130
+901-130
FOR GLASS TYPES:
3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS)
7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3116" HS - .090" SG - 3/16" HS)
9) 7/6" LAMI. IG: (3116" T -1 /4" AIR - 3/16" HS - .090" SG - 3116" HS)
T "SG°= SENTRYGLA&BY KURARAY AMERICA, INC.
r
WINDOW
HEIGHT
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design Pressure (psf) ter Windows Attached to a Vertical Frame Assembly Tube -
Window Width
m
under 23'
25.15118"
273/4'
30'
33-1/2"
35'
37'
Anchor
Anchor
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
I B
I C
D
A
B
C
D
under23°
+701-90
+701-90
+70/-90
+70/-90
+701-90
+7050
+701-90
+701-90
+7050
+70I40
+701-90
-701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+701-90
+7090
-7090
+701-90
+70-90
+70-90
+701-W
+701-90
E 25-15l16"
+70/-90
+70/-90
+701-90
+70/-90
+701-90
+7a-90
-701-90
+701-90
+701-90
+70/-8D
+7aS0
+701-90
+701-90
+70/•90
+701.90
+701-90
+701-90
+701-w
-701-90
+70/S0
+7a-90
+70/-90
+7a-90
+7a-90
+701-90
+70-9D
.15+701-90
38J/8°
+701-90
+701-76.4
+7a-90
+701-90
+7a-9D
+70130
+701-90
+70-90
+701-90
+70430
+701-90
+701-90
+701-90
+701-90
+70/-90
+70-90
+701-90
+70-90
+70/90
+701-90
+70-90
+70/-D0
+70-90
+70•90
+70/-90
+70-90
48^
+70-76.2
/•61.1.
70/-73.1
701.90
+7044.4
701•90
70/90
701.78.9
+70/90
70/-90
70/-73
701-90
+701-90
70-90
70-78,5
+70/-90
701-90
70%90
+70-75.1
+701-90
+70150
+701-90
701-82.9
70-90
70/-90
+7a-90
SO6/8°
+701-72.3
+/-57.9
+l99.3
+701-90
+701-60.1
+70190
-701-90
+701-74.8
+70/-90
+7090
+1-69.2
+701-88.7
+70/-90
+70/-90
+701-74.4
+701-90
+701-90
+701-90
+701-71.2
+701-90
+7a-90
+701-90'
+70/-78.6
+701-89.9
+70/-90
+70/-90
W.
+/91
+/48.9
+/58.5
+701-90
+1-67.5
+701866
+707-90
+/-63.1
+70-81
+70-90
+/-58,4
+701-74.9
+70/-89.8
+70-90
+1-628
+70/83.9
+7080.3
+7D/-90
+/E0.1
+701.80.2
+7090
+70•90
+1.66.3
+701-75.8
+701•90
+701.90
63"
+l•58.1
+/-485
+IS5.7
+7a98.7
+/94.3
+701-825
+701-90
+/-60.1
+70f-77.1
+701-90
+/-55.6
+701-71.3
+70185.3
+7a-90
+1-69.8
+701.79.9
+701-76.5
+701-90
+1-57.2
+701-76.4
+701-90
+70V-90
+1{3.1
+701-72.3
+701A6.5
t7a-90-
Design Pressure (ps0 for Windows Attached to a Horizontal Frame Assembly Tube
Window Width
under 23°
25-15l16"
27.3/4'
30'
53.11Y
1.
37"
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
Anchor Group
All
All
All
All
A
B
C&D
A
B
C&D
A
' B
C&D
under 23"
+7a-90
-701.90
+70/•90
+701.90
+70/-90
+701-87.6
+701-90
+701-90
+701-8111
+701.90
+70/-90
+701-79.2
+701-90
25-15/16"
+70/-90
+701-90
+701-90
+70/90
+7a-90
+701-90
+70/.90
+70/-90
+701-90
+70/-90
+70/$7.6
+701-90
'701-90
38y8'
+70A90
+701-90
+70/-90
+70190
+701-90
+701-90
+70/90
+701-90
+701-90
+701-90
+70/90
+70/-20
+70
48'
+70/-90
+701.90
+701-90
+70190
+701-90
+701.90
+701.90
+70/-90
+70/-90-
+70/-90
+7D/•90
+7a-90
+7(3/•90
i
50-518'
+701-90
+70190
+70/-90
+70/90
+7a-so
+701-90
+70/-90
+701-90
+Tor so
+70a90
+701-917
+701-90
+701-90
g60'
+70/-90
+701-90
+70/-90
+70190
-701-90
+701-90
+701-90
+70/90
+701-90
+701-80
+701-90
+70t•90
+70/-90
83'
+70/-80
+7a90
+701-90
+70/-90
+7a•90
+70/90
+70!•90
+70/90
*701-90
+70/-90
+70%90
+70190
*701-90
2-
+70190
+7a90
+7a•90
+70/-90
+7a-90
+70/90
+70190
+701.80
+70/-90
+7a•90
+70/-911
+70190
+7-
�713'
wa-so
+7a90
+7a-so
+7o/-so
+7a-sg
+7a-eo
+7a/90
+7oa90
+7o%so
+7v-so
+7a-90
+70/90
+7o/-so4'
+7a-90
+70190
1 +70a90
+701-90
+7a-90
1 -701-90
+70/90
NOTES'
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET FOR SNUBBER REQUIREMENTS.
WINDOW
FRAME
HEIGHT
ASSEMBLY
I
TUBE
IC'MAX.
ADDITIONAL
ANCHOR
�i
(4), IF RED.
I
I"�-
WINDOW
WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
_- FRAME _-
to, MAX I- -
I
EMBLY
TUBE
WINDOW
HEIGHT
_ I WINDOW I'
--1 WIDTH r
ADDITIONAL
ANCHOR
(4). IF RED.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.02
Exl iratton Date• 4M 1/2023
By.���
Mia ,Qade Produet'C.- of
2
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`'��r-1,1-EN&,
No. 58705 '
G
�O^ .• STA Or - 4
1AI IL
A LYNN MILLER, RE
P.E/f 58705
FOR GLASS TYPES:
TABLE t4: PRODUCT REVISED
5) 7/8" LAMI. IG: (1/8" T - 7116" AIR - 1/8" AN - .090" PVB -1/8" AN) as complying with the Florida
Building Code
'PVB = TROSIFOL®PVB BY KURARAYAMEWCA, INC. NOA-No. 20-0402.02
Ex Iratlon Date• 4/11/2023
4 /:.
By:,.
Miam ,Fade Produc trol
T z 0
WINDOW
HEIGHT
J
O
WINDOW W
WIDTH uj �0 . Q
SEE SHEETS 1 & 4 FOR LL1 f-• � z V
WINDOWANCHOR
olj
LOCATIONS AND QUANTITIES. z Z o
TABLE IS: _ J
U
Z C7 Q LL
v0
�o LU o y00
N N
`- CQ W � In
c*7 z
:i O = CO Z rn
a o O
w
z
O O Z LIJ _ h
FRAME m fA s (A o C7 ED a Q
10" MN(. ---►I Vim- ASSEMBLY N U1 v Q '�" U
I TUBE
TABLE 16:
WINDOW w
HEIGHT ® o a c m
WINDOW I ADDITIONAL o LL o z
YV1DTH I-- ANCHOR z yl C
(4). IF REQ. = aq
Lj z
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET 1 w
3 FOR ANY ADDITIONAL ANCHORS ro m
REQUIRED FOR THE FRAME ASSEMBLY
TUBE
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Q, '••�
LOCATIONS AND QUANTITIES. SEE SHEET _ 1i" •; No. 58705 '
3 FOR ANY ADDITIONAL ANCHORS - ••_
REQUIRED FOR THE FRAMEASSEMBLY
TUBE. : 3 ATE F
SATE F !L
SS ID
C')
NotEs:/ONALW��
1) SEE SHEE74 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER, P.E.
21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. p.E.O LLER
Design Pressure
(pst)Cr Single Windows, All Anchor Groups
Window Width
under 23"
25-15118'
27.3/4"
30"
33-112'
3S
37°
under 23"
+701-90
+701-90
+70f-90
+701-90
+70l-90
+70/�80
+701.90
z6-15/1s"
+7or-so
-+7o/-so
+rol-so
+7orao
+7a-so
+7olao
wor-so
3&3/8"
+70l-90
+70/-90
+701-90
+70/-90
+71Y-90
+7D!•90
+70/•90
_rn
48"
+70fA0
+70/AO
+70/-90
+70/-90
+7N-90
+701-g0
+701-90
�
SP5/8'
+701-90
+70/AO
+701-90
+70/-90
+701.90
+701.90
+70/-90
,8
60"
+701-90
+70/-90
+70/-90
+70/-90
+7N-�
r70/AB.6
+701.84.8
�
63°
+701.90
+70/-90
+7p1-90
+70/50
+70/-87.2
+701.84
+70/-79.9
72'
+701-g0
+70%90
+7m-88.5
+70/A7.5
+6M-70
+601A9.4
+601-87.6
76"
+70I50
+7p1-90
+7N�6.3
+70l-7fi7
+60/•67.2
+60/{>8.2
+60l�3.3
ea"
+7G/-so
+70/-90
+7mat3
+6owo
+so/s1.a
Design Pressure (ps0 for Windows Attached to a Vertical Frome Assembly Tube
Window Width
m
under 23"
25-15116'
27�/4"
30'
33-112'
35'
37"
Anchor Group
Anehar Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C8D
A
B
C8D
A
B
C
D
A
B
C
D
A
B
C8D
A
B
C80
under 23'
+70/-90
+70/-90
+7m-90
+7m l0
+70/-90
+70/-90
a7m-90
+701-90
+701-90
+70/-90
+70!•90
+70/-90'
+70/-90
+701-90
+7m-90
+701-90
+7m-90
+701.90
+7m-90
+70/-90
+701-90
+70/•90
+70/-90
+70/-90
t
2515116°
+707A0
+70/-90
+70/4)D
+70/-90
+70/-90
+7m-90
+70/AO
+701-90
+70/-90
+701-9D
+7m-90
+70/-90'
+701-90
+70%90
+7m-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+7m-90
+701-90
+70/A0
+7m-90
36.3/B"
+7m-90
+7C/-76.4
+70/-90
+7mA0
+7m-84.5
+7m-90
+70/•BO
+701-78
+701-90
+70/-90
+70%73
+7m-90
+7m-90
+701-90
+70/-81.8
+70/-90
+7m-90
+70/-90
+701-78.3
+70/-90
+701-90
+7m-74
+70/•90
+7m•90
a8
48°
+70/-76.2
+/4;1.1
+7m-73.1
+7m410
+/b7.5
+7m-90
+7m-90
+/•63.1
+70/•90
r70%90
+1-58.4
+7m-90
+70/-90
+70/-90
+/-65A
+70f•83.9
+70/-90
+70!•90
+/�2.6
+70/-90
+70/-90
+/-592
+70/•90
+7N-90
g
SPSlB`
+7m•72.3
+/-57.9
+1�9.3
+7mA0
+/•64
+7m-90
+701-90
+/-59.9
+70/4i0
r70/-90
+f-55.4
+7m-86.7
+7m-90
+70/-90
+/-62
+701-79.5
+70/-90
+70/-90
+/.59.3
+70/-90
+701-90
+/-58.1
+70/-89.9
+7m-90
60'
+A61
+1-48,9
+lS8.5
+7m-90
+/54
+701-86.6
+701-90
+/-50.5
+70/$1
+70/-90
+1-46.7
+7m-74.9
+70/-89.6
r70/-90
+/52.3
+/y7,1
+7m-80.3
+70/-90
+/•SD.1
+7m�0.2
+70/-75.9
+7m•84.8
63'
«I-55.7
+7m4i8.7
+/51.5
+70/-82.5
+7m-90
+/-08.1
+70f-77.1
r70/-9D
+1-04.5
+7m-71.3
+70/�5.3
+70/-90
+/d9.8
+/E3.9
+7m-76.5
+7m-87.2
r/-67.7
+70/-76.4
r7m-84
+/-05;1
+70/-72.3
+70/-78.8
Design Pressure (Ps0 for Windows Altecled to a Har¢onlel Frame Assembly Tube
WidN
BWlndaw
order 23'
2515/76'
27-3r4"
30'
33.1f2'
3S
37'
Arclmr
Group
Arwrnr
Group
Anchor
Group
Anchor
Grata
Amber Group
AncMrGmup
Arohor Group
All
All
All
AO
A
B
C8D
A
B
CSD
A
B
C8D
under 23•
a70l-90
+7m-90
+7m•98
+7m•90
+7m-90
+7m-87.6
+7m-98
+7m•96
+7m•83.8
«70/-99
+7m-90
+7m-79.2
+7m-90
2S7&1E
a7m-90
a7m-90
+7m-98
+7mA0
aTm-9D
a70/-90
+7m-99
«7(V-98
+7m-W
«701-90
a7mE7.6
+7m-90
«7m50
383l8•
+7m-98
+7m-90
+7m-90
+7m-90
+1m-99
+70/-90
+7m-90
+7m.90
+Im-90
+70f-90
a7mAB.8
+7m:10
+7m-90
m 46•
+Tv-99
win-9B
.7m.s9
.iv-sD
+7a-so
+7m-90
+7m-s9
a7m-s6
.im-sD
+TD!-90
+Tm-s6
+im-90
+79/ao
5658•
+7m-90
+7m•90
.Tin-90
+Tv-sD
aim-9D
a7m-90
+ia-so
+Tin-BO
aTm-9D
+Tm-99
+lm-0s.e
+Tin-90
a7m-90
60`
+7m-90
+im-90
r7m•90
+7m-90
a7m JD
+7m-90
+7m-90
r7mE0.6
r7mA8.6
+7mEB.6
+7m+10.6
+7m�4.6
a7mA4.6
� 63`
a70/-90
a701-9D
a781-g0
+7m-99
+78IA7.2
a7IV-87.2
a701b7.2
a7m�4
a7m-04
+7m-84
+70/•79.9
+7m-7B.9
a76/•79.9
72'
+7m-90
+7m-90
a7mA8.5
+78/�1.5
+6m-7D
a6m-70
♦WI -TO
a6mJ�.4
+6m69.4
+60/fS.4
+6m67.6
a6mfii.6
.6mS7.8
76•
+7m-90
a7m-90
a7m3
a7m•7H7
a6m.67.2
«6mai7.2
+6m�67.2
a6mb52
a60/b62
+60/fi5.2
+6m�63.3
a6mi3.3
a6mfi7.3
84•
a7m-80
«7m-90
a7m�t.3
+fim-78
a60/Et.B
a6m•Bt.B
+601$1.8
WINDOW
FRAME
HEIGHT
ASSEMBLY
I
TUBE
10" MAX.
ADDmoNAL
ANCHOR
�1
(4), IF REQ.
Y'�_
I WINDOWI
WIDTH
FOR GLASS TYPES:
TABLE 17: PRODUCT REVISED
6) 7/8" LAML IG: (3116" AN - 114" AIR - 3/16" AN - .090" SG - 3116" AN) as complying with the Florida
Buildi8 7/8" LAMI. IG: 3/16" T -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN NOA-ng code
) ( ) NOA-No. 20-0402.02
"$G'S SENTRYGLAS BY KURARAY AMERICA, INC.
iration Date' 111/2023
ey L-1
MI..4.de Prod. •trol
WINDOW
HEIGHT
J
O
WIDTH � a - Q
W (y CO Z U
SEE SHEETS 1 84 FOR r a
WINDOW ANCHOR Z ., 6
LOCATIONS AND QUANTITIES. Q Z_ � o
_ r
TABLE 18' U
o O -�
U LL
�Z 0: mO
O W W y0
N �
u
c7 0 O �Z
0
O 00
m° m' O Z_
CO O
O O Z W
0(7 v r
m U w U W Q
O O .atn �U
FRAME 3 W u Q _
10• MAX -� {r- ASSEMBLY U 4
I TUBE
TABLE 19:
WINDOW o o
HEIGHT n ro N
o4
ADDITIONAL =� v o
WINDOW � ANCHOR Fz
WDTH
(4). IF RED. rn
o w
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR o Z v rr
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS I i t I I l l// ,
REQUIRED FOR THE FRAME ASSEMBLY ` ' ���Y L'(N,y !",
TUBE .......
SEE SHEETS 1 84 FOR WINDOW ANCHOR = NO. 58705 _
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS - -
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. o
�CCS ' • :°<ORIDP.. •' GEC ��
NOTES: 70NAL I�N\\��
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.En 55705
Design Pressure Ws0 Tor S'ugle Windows, All Anchor Gro
ups
Window width
under23"
25-15I76"
27-3/4'
30'
33.117
3S
3T
under 23'
+90/-130
+9a-130
+90f-130
+9a-130
+901-730
+901-130
+901-130
25-15/16'
*90I-13p
+901-130
+90/-130
+9a-730
*9111-130
+901-130
*90/-130
3B3/8'
+90/-13D
+BD1-130
+g01-130
+90(-130
+901-130
+90/-130
+90/-130
48•
+Bp1-130
+9a-130
+90/-130
+9a-130
+901-130
+9a-130
+gp/-130
=
50.518'
r90/-130
*ea-130
+g0/-130
+9a-130
+901-130
+Ba-130
+9p/-130
*90/-130
+ea-130
+901-130
+90/-130
+901-130
+9a-130
+90l-13D
63'
+g0(-130
*9a-730
+9pf-130
+90/-13D
rgpl-130
*901-130
+90/-130
7Y
+g01-130
+9a-130
+90I-130
+9a-130
+9p1-130
+901-124.8
+901-115.7
76'
+90l-13D
+9a-130
+90f-1311
+90/-13D
+901-126.2
*901-118.7
+901-709.8
84'
+gD/-130
+9a-130
+901-130
+9a-130
+g0/-118.4
Design Pressure (ps0 for Windows Attached to a Vertical Frame Assembly Tube
Window Width
m
under 23'
25-15/i6'
27-3r4'
30'
38-ill'
35'
37"
AnchorGmup
Anchor Group
Anchor Group
Anchor Group
Design Pressure (ps8 tar Wmdwrs Attached to a Horizontal Frame Assembly Tube
Window Width
23'
25-15116'
273/4'
30`
33-1?
35•
37'
horAnchorAnclwrArrchorAnchorGmupAnchorGmupAnchorGmupupCroupGmupGmup
r�A"
All
All
All
A
e
C8D
A
e
C8D
A
B
CBD
render 23'
25-15116'
+7a-90
+7a-90
«7a-9D
+701-9D
+70f-90
+701-9g
+7a-90
+70/-90
+70/-90
,70/-9g
+7a97.6
+7a-90
+7olAD
+7a-90
+70/-BO
+la-Og
+7aA3.8
+7a90
+701-90
+7aA0
+7a3D
+7a-07.6
+7a-7&2
+7a3g
+7a-90
+7a50
303/8'
+Ta-90
+7a-90
*70/-90
+7a-90
+70l-90
+7a-90
+7a30
+701E0
+7a90
+7a-90
+7aS0
+7a-90
+7a-90
4B•
+7v-90
«7aao
+7Df-9D
+70/-90
+7or-so
+7aao
+7a-90
+Taco
«7a-90
+7aao
+7a-9D
+7a-90
+7o1-9D
2 505/8'
+70/-90
+7a-9D
+7a-90
+7aJ0
*70/-90
*7a-90
+7a-90
+7aA0
+7aA0
a70/AO
+7a-90
+7a-90
+70h90
60'
+70f-90
+701-9D
a7a-90
+7aS0
+701-90
Na-80
+7a-90
+70/50
+7aA0
a7a-90
*7a-90
a7a-9g
+70F0t1
� 63'
+7p/-90
r70190
+70/-90
+7aS0
+70/-90
+7a-00
+7a-90
+70/.80
«7aS0
+70/Ag
+70/-9D
+70/-90
+7a-90
7Y
a70l-90
+7a-90
+7a-90
a701-9D
+7D190
+7aA0
r701-90
+701A0
+701A0
+70/-00
+70/-90
+707-90
+7a-90
7fi'
+70/-90
+7a-00
+70/-fe
+7a�80
+70/-90
+7a-90
+7a-g0
+701-60
+7a-00
+701-90
r7a-90
+701-90
+7a-50
fi4•
+7a-90
«7v.90
+�a-9D
+7aaD
a7a-9D
+7a-9D
,7a-90
WINDOW
FRAME
HEIGHT
ASSEMBLY
TUBE
to MAX.
ADDITIONAL
ANCHOR
_�"I
(4), IF RED.
I
F�
I WINDOW
WIDTH
TARI F 9n-
Item
Dwg.#
I Description
Material
1
7002
Main Frame Head, Sill & Jamb
6063-76 Alum.
2
7071
Anchor Plate
6063-T6 Alum.
3
7003
Sash Top, Bottom & Side Rail
6063-TB Alum.
4
70D8
Frame Comer Key
steel
5
7009
Sash Comer Key
Steel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Comer Gasket
- Vinyl Foam
e
7070
Bulb Weatherstrip .187' x .275"
Flex PVC 70
10
7024
Maxim Multi -Point Lock
Steel
11
1 7026
Lock Support Plate
Steel
12
7014
Multi -Lock Keeper
Steel
13
7013
Tie Bar Guide
Nylon
14
7015
Tie Bar Assembly
Steel or SS
15
7028
Maxim Dyad Operator, WW-24"
Steel
16
7027
Maxim Dual Arm Operator, V M24'
Steel
17
7030
Operator Gasket
Vinyl Foam
18
7031
Operator Backing Plate
Steel
19
7051
Operator Spacer Block
Nylon
20
7032
Stud Bracket
Steel -
21
7033
Operator Track & Slider (Dual Arm)
Steel
22
7023
Egress Hinge (Heavy Duty), ManuT, by Truth
Steel
23
7050
Egress Hinge/Washable (HD), Mamd. by Truth
Steel
24
-
Snubber, Anti -blowout Clip
Steel
32
1713
Setting Block 5/32" x 3/16" x 1-114'
EPDM
33
1714
Setting Block 5/32" x 7116" x 1-1/4'
EPDM
35
7036
Lami Bead B
6063 7B Alum.
36
7042
Lami Bead C
6063 76 Alum.
37
7059
Lami Bead D
6063-Te Alum.
38
1224
lVinyl Bulb Wstp (Thick)
Flex PVC 70
39
1225
Vinyl Bulb Wstp (Thin)
Flex PVC 70
50
Dow 791, 899 or 983 Backbedding
Silicone
60
7005
Screen Frame
3105-H14 Alum.
61
7040
Screen Comer Key
Polypropolene
62
Screen Cloth
Fiberglass
63
1635
Screen Spline
EM. PVC
64
320
Screen Spring
Stainless Steel
70
134
Add -on Flange
6063-T6 Alum.
71
7004
Frame Assy Tube
6063-TS Alum.
60
#8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B
Stainless Steel
81
1157
#8 x 1/2" Ph. Pn. SMS
Stainless Steal
82
#8 x 5/8" Ff. Ph. SMS
Stainless Steel.
83
#8 x 7/0' F1. Ph. SMS
Stainless Steel
84
#8 x 1' FI. Ph. TEK
Stainless Steel
85
#8 k 1' Quad Pn SMS
Stainless Steel
86
#8 X 1-1/2" Quad Pn SMS
Stainless Steel
87
910 x 112" Ph. Pnl TEK
Stainless Steel
69
#10-24 x 9116" Ph. Pn. TYPE F
Stainless Steel
80
1 1#12
x 1' Ph. Pn. TEK
Stainless Steel
ASSEMBLY DETAILS
At
AS
L
`%N`\NONY LY'&'Af'I
:•
No.58705 •�
cz
G
S;OINAL 1� .�.
A. Lr Id{� /ALI ER. P.F—
JR 03/13/20 ADDED BACKBEDDING.
jur Revised By: I Dote: Revision:
® Deseriptlon:
BOM AND CORNER VIEW
PRODUCT REVISED
as complying with the Florida
Building Londe
NOA-No. 20-0402.02
ExQlratlon DateLD4111/2023
By: 'x4hG tfA
Mlam pade Prod.rot
J ROSOWSKI
N. VENICE. Fl. 34275
(941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Scale: Sheet: OGY Na. Rev:
REGISTRATION #29296 CA-740 NTS 10 OF 11 MD-CA740-LM D
NOM. .434° T7I
2.919"
.125" I
SILICONE HOT -MELT BUTYL
.439" —�I •�2" 2.701"
STRUCTURAL NOM. I
STRUCTURAL SILICONE .062" 1jl
1/4" NOM. FOAM 3/i6° NOM. 1.159°
POLYISOBUTYLENE WITH 2 764" 2.1219.
WITH DESICCANT DESICCANT
093°
EXT. GLASS EXT. GLASS ,� FRAME HEAD, 3 SASH TOP, 71 FRAME
SILL & JAMB O BOTTOM & SIDE O ASSEMBLY TUBE
#7002,6063-TS #7003,6063-T6 #7004,6063-TB
INT. GLASS INT. GLASS 1.356"
100 KODISPACE 101 SUPER IL 144I° 1.000" 1.187" 050"
4SG TPS SPACER'DNXT1M 423"
FIXED
O ANCHOR PLATE SCREEN FRAME O ADDON FLANGE
ALUMINUM 2 #7071,6063-T6 60 #7006,3105-1-114 70 #134,6063-T6
REINFORCEMENT POLYISO-F
NT FILL AREA
BUTYLENE5/16" NOM.
5/16" NOM: SEAL
BUTYL & LICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT.GLASSEXT.GLASSINT.GLASS GLASS
108 DURASEALO ,09 XL EDGETm
SPACER SPACER
Part #
I Description
Material
100
Kommeding 4SG TIPS Spacer System
101
Quanex Super Spacer nXr with Hot Melt Butyl
See this
102
Quanex Duraseal Spacer
Sheet for
Materials
103
Cardinal XL Edge Spacer
706"
.050"
.866"
(i L�
35 BEAD B
#7036, 6063-T6
.870"
.669"
37 BEAD D
#7059,6063-T6
No.58705�
O� •• ATE F (�
•-•FD ORIDP,.•' \Z�
\
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
480-1600
701v
(941)
lilt IE�G
A LYNN MILLER, P.E.
P.E.S SU05
REGISTRATION #29296
.523"050"
.
.865"
lL
36 BF�ID C
#7042,6063-T6
PRODUCT REVISED
as eomptying with the Florida
Building Code
NOA-No. 20-0402.02
'sed By: Dote: Revlsinn: F-c rraUon Dal: 4H -/202
JR 03/13/20 NO CHANGES. B 4"' �
,rsed sy. Date: Revismn: Mra pp Produ"rol
Description: I Dr 8y:
EXTRUSIONS & SPACERS J ROSOWSKI
rltl�. Date
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Scofe: Sheet: Drawing No. Rev:
CA-740 NTS 11 OF 11 MD-CA740-LM D