HomeMy WebLinkAboutNOA Casement WindowMIAMI•DADE
DEPARTMENT OF REGULATORY AND ECI
NOTICE OF ACCEPTANCE i
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the app
materials. The documentation submitted h
Product Control Section to be used in Mi&
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expir,
Section (In Miami -Dade County) and/or the
have this product or material tested for qua]
in the accepted manner, the manufacturer w
revoke, modify, or suspend the use of such
right to revoke this acceptance if it is deter
product or material fails to meet the require:
This product is approved as described hereh
including the High Velocity Hurricane Zont
DESCRIPTION: Series "CA-5540" Outs
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
RESOURCES (RER) Miami, Florida 33175-2474
www.miamidade.gov/building
ible rules and regulations governing the use of construction
been reviewed and accepted by Miami -Dade County RER -
Dade County and other areas where allowed by the Authority
Gion date stated below. The Miami -Dade County Product Control
AHJ (in areas other than Miami -Dade County) reserve the right to
ty assurance purposes. If this product or material fails to perform
.1 incur the expense of such testing and the AHJ may immediately
product or material within their jurisdiction. RER reserves the
pined by Miami —Dade County Product Control Section that this
cents of the applicable building code.
and has been designed to comply with the Florida Building Code,
PVC Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing I4o. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)",
sheets 1 through 11 of 11, dated 09/09/14, with revision C dated 03/19/20, 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 II xpiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large i nd Small Missile Impact Resistant
LABELING: Each unit shall bear a p�rmanent 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 consi ered after a renewal application has been filed and there has been no
change in the applicable building code n gatively affecting the performance of this product.
occ TERMINATION of this NOA will r after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture oflthe product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any oth r purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be case for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed'in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No.17-0614.16 and consists of this page 1 and evidence pages E-1,
E-2, E-3, E-4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0402.03
Expiration Date: September 17, 2025
Approval Date: August 13, 2020
T%'8/4/20 Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UND R PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawingj and sections.
(Submitted under NOA No. 15-0420. 11)
2. Drawing No. MD-5540C.0 itled "Vinyl Casement Window NOA (LM)", sheets 1
through 11 of 11, dated 09/, 9/14, with revision B dated 05/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA Nd,. 17-0614.16)
B. TESTS
1. Test reports on: 1) Unifor 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 n aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at nsulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. F, L-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16
and 06/02/16 respective)., all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA 0.16-0714.11)
2. Test reports on: 1) Air I�}filtration Test, per FBC, TAS 202-94
2) Unifgrm Static Air Pressure Test, Loading per FBC TAS 202-94
3) Watef Resistance Test, per FBC, TAS 202-94
4) Forc�d Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Larg� Missile Impact Test per FBC, TAS 201-94
6) Cycl�c Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series CA5540/CA5440
vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-1179, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NO� No. 15-0420. 11)
3. Test reports on: 1) Air nfiltration Test, per FBC, TAS 202-94
2) Uni orm Static Air Pressure Test, Loading per FBC TAS 202-94
3) Wafer 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 5540/5440 vinyl
fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8174, dated 03/31115, signed �Wse led by Idal ga, P.E.
(Submitted underNOANo. IS-0420.11) rM." 'w.GP,ri
J' Product Control Ex n r
NOA No. 20= 402.03
Expiration Date: September 1 , 5
Approval Date: August 13, 2020
E - 1
PGT Industries, Inc.
1. EVIDENCE SUBMITTED UN
B. TESTS (CONTINUED)
4. Reference Awning Windi
with an addendum issued
(Submitted under NOA I
C. CALCULATIONS
1. Anchor verification calc
Edition (2014), dated 0;
Anthony Lynn Miller, P
(Submitted under NOA
2. Glazing complies with �
PREVIOUS NOA's (CONTINUED)
Test Report No. FTL-8183, per TAS 201, 202 & 203-94,
Fenestration Testing Laboratory, Inc.
15-0420.11)
ns and structural analysis, complying with FBC-5`
5, prepared by manufacturer, signed and sealed by
15-0420.11)
d E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATI4
1.
Notice of Acceptance N
"Trosifol® Ultraclear,
expiring on 07/08/19.
2.
Notice of Acceptance N
"SentryGlas® (Clear a
07/04/18.
3.
Notice of Acceptance N
Plant 13 for their "Whit
dated 02/28/13, expiring
4.
Notice of Acceptance N
Plant 13 for their `Bron'
Extrusions for Window
5.
Notice of Acceptance 1�
Plant 13 for their "Perfa
and Doors" dated 04/16
16-1117.01 issued to Kuraray America, Inc. for their
lear and Color PVB Glass Interlayers" dated 01/19/17,
14-0916.11 issued to Kuraray America, Inc. for their
White) Glass Interlayers" dated 06/25/15, expiring on
►. 12-1120.02 issued to Royal Window and Door Profiles,
Rigid PVC Exterior Extrusions for Windows and Doors"
on 02/28/18.
1. 14-0529.13 issued to Royal Window and Door Profiles,
;e and Lighter Shades of Cap Coated Rigid PVC Exterior
s and Doors" dated 04/16/15, expiring on 04/16/20.
�.14-0529.14 issued to Royal Window and Door Profiles,
rmance Core Rigid PVC Exterior Extrusions for Windows
'15, expiring on 04/16/20.
E-2
Manuel Perez, P.E:
Product Control Exa , n r
NOA No. 20-0�3
Expiration Date: September 17�5
Approval Date: August 13, 2020
PGT Industries, Inc.
1. EVIDENCE SUBMITTED UN
E. STATEMENTS
1. Statement letter of confon
611 Edition (2017), dated
by Anthony Lynn Miller,
(Submitted under NOA.P
2. Statement letter of no fins
signed and sealed by Ant]
(Submitted under NOA.P
3. Proposal issued by the Pri
10/15/14, signed by Jaim(
(Submitted under NOA P
4. Proposal No. 16-0125 issi
signed by Ishaq Chanda, I
(Submitted under NOA P
F. OTHERS
1. Notice of Acceptance N
"CA-5540" Outswing P'
expiring on 09/17/20.
E
PREVIOUS NOA's (CONTINUED)
complying with FBC 5tn Edition (2014) and with FBC
t 29, 2017, issued by manufacturer, signed and sealed
i 17-0614.16)
icial interest, dated April 16, 2015, issued by manufacturer,
�,ny Lynn Miller, P.E.
�.15-0420.11)
duct Control Section, dated 09/29/14 and revised on
D. Gascon, P.E.
% 15-0420.11)
ed by the Product Control Section, dated March 09, 2016,
.E.
?.15-0420.11)
16-0714.11, issued to PGT Industries, Inc. for their Series
Casement Window - L.M.I." approved on 08/25/16 and
E-3
f _ Product Control Exam n-Zr
(r NOA No. 20-0f',02.0
Expiration Date: September 175
Approval Date: August 13, 2020
PGT Industries, Inc.
2. NEW EVIDENCE
A. DRAWINGS
1. Drawing No. MD-5540C.01titled "Vinyl Casement Window NOA (LM)", sheets 1
through 11 of 11, dated 09/09/14, with revision C dated 03/19/20, prepared by
manufacturer, signed and s�aled by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Ini
2) Unifor
3) Water
4) Large
5) Cyclic
6) Forced
along with marked -up dra
representative units listed
silicones, prepared by Fe
FTL-7897, PGT PW5521
FTL-20-2107.1, PGT S
FTL-20-2107.2, PGT C
FTL-20-2107.3, PGT P;
FTL-20-2107.4, PGT P
dated 07/13/20, all signed
C. CALCULATIONS
1. Anchor verification
Edition (2017), prel
the FBC 71 Edition
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Depart
�tration Test, per FBC, TAS 202-94
Static Air Pressure Test, Loading per FBC, TAS 202-94
desistance Test, per FBC, TAS 202-94
dissile Impact Test per FBC, TAS 201-94
�Iind Pressure Loading per FBC, TAS 203-94
Entry Test, per ASTM F588 and TAS 202-94
wings and installation diagram of all PGT Industries, Inc.
below and tested to qualify Dowsil 791 and Dowsil 983
estration Testing Laboratory, Inc., Test Reports No.:
PVC Fixed Window (unit 6 in proposal), dated 09/03/14
D780 Aluminum Sliding Glass Door (unit 7 in proposal)
740 Alum. Outswing Casement Window (unit 8 in proposal)
7620A Aluminum Fixed Window (unit 9 in proposal) and
7620A Aluminum Fixed Window (unit 10 in proposal)
and sealed by Idalmis Ortega, P.E
lations and structural analysis, complying with FBC 61'
by manufacturer, dated 08/28/15, and revised and updated to
0) on 03/25/20, signed and sealed by Anthony Lynn Miller,
of Regulatory and Economic Resources (RER)
E-4
Manuel Perez, P.K.
Product Control Ex in r
NOA No. 20- 02.0
Expiration Date: September 17, 5
Approval Date: August 13, 2020
PGT Industries, Inc.
2. NEW EVIDENCE SUBMITTE (CONTINUED)
E. MATERIAL CERTIFICATION
1. Notice of Acceptance No. 9-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Cl ar and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No.. 8-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® traTm (SGX" Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their Whit gg Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No 18-1217.15, issued to ENERGI Fenestration Solutions
'USA, Inc., for their Bro a and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for indows and Doors, approved on 01/17/19, expiring on
04/ 16/20.
5. Notice of Acceptance N . 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Per rmance Core Rigid PVC Exterior Extrusions for
Windows and Doors, a proved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conf rmance, complying with FBC 6t1 Edition (2017) and the
FBC 7t11 Edition (2020)dated March 19, 2020, issued by manufacturer, signed and
sealed by Anthony Lyn Miller, P.E.
2. Statement letter of no fi ancial interest, dated March 19, 2020, issued by
manufacturer, signed a d sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 P issued by the Product Control Section, dated January 10,
2020, signed by Ishaq, handa, P.E.
G. OTHERS
1. Notice of Acceptance o. 17-0614.16, issued to PGT Industries, Inc. for their Series
"CA-5540" Outswing VC Casement Window - L.M.I." approved on 09/25/17 and
expiring on 09/17/20.
Product Control Ex n r
NOA No. 20- 402.03
Expiration Date: September 1 , 5
Approval Date: August 13, 2020
E-5
MAX. BUCK WIDTH
SEE TABLES
B, SEE SHEHE ET 3
4"'
r
I
1
J—
MAX. JAMB O.C.
SEE TABLES
4�
\
� \
VISIBLE
MAX.
BUCK
LIGHT
HEIGHTSEE
HEIGHT
TABLES
4-8
A
A, SEE
/
SHEET3
VISIBLE
LIGHT
WIDTH
- -
-
I
4" MAX.
28' MAX. D.C.
MAX
4'
1) THIS PRODUCT HAS BEEN DESIGNED &
MAX. BUCK WIDTH
MAX. O.C. SEE
SEE TABLES 4.8 T25" MAX
L� D, SEE SHE
TABLES 4-8 I _
I
MAIL I
HEIGH
TABLI
C, SEE
SHEET 4
SUCK 6 F
T SEE S4-8 ASS
IMPACT RATING DESIGN PRESSURE RATING
LARGE & SMALL MISSILE VARIES PER OPTIONS. SEE
IMPACT RESISTANT TABLES 4.8• SHEETS 8.9
FRAME ASSEMBLY TUBE MULL, SEE
/—SHEETS 5-6 FOR ANCHORAGE DETAILS
COMBINED WIDTH
VISIBLE
/
1 LIGHT
1 HEIGHT
MAX,
LAME
EMBLY
E
E, SEE
SHEETS
UBE
NGTH
\
\
VISIBLE
/
LIGHT
WIDTH
MAX. JAMB O.C.
SEE TABLES
4-8
4" MAX. (TYP.)
3"MIN. —r{ I+—\LADDITIONALANCHORSFOR FRAME
ASSEMBLY TUBE, SEE SHEET
TYP. X-X EOUAL-LEG/BOX & FLANGE FRAME ANCHORAGE
VISIBLE LIGHT FORMULAS
Ow IWIDTH: BUCK WIDTH-6-3/4'
HEIGHT: BUCK HEIGHT -6,V4'
)CITY HURRICANE ZONE (HVHZ).
GENERAL NOTES....................................................1
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. ELEVATIONS...................................................... ..... I
FRAME, GLASS & ANCHOR OPTIONS...................2
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, INSTALLATION, FLANGE & EQUAL LEG................3
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPE INSTALLATION, INTEGRAL FIN & J-CHANNEL.....4
FRAME ASSEMBLY TUBE......................................5.6
4) ALL WOOD BUCKS LESS THAN IA/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS GLAZING DETAILS...................................................7
DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DESIGN PRESSURES..............................................8-9
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (AOR). I SOM & ASSEMBLY...................................................10-11
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHOR CODES / STANDARDS USED:
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. • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD • ASTM E1300-09
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. • ANSI/AF&PA NDS•2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. • AISI S100.16
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLETEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1300. • AISC 360-16
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
W
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1T3% 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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NOA; DEWALT ULTRACON+NOA; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWNALT AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR
PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA. INC.
12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
PRODUCT REVISED
as complying with the Florida
Building Coda
Noa-No. 20-0402.03
Ex Iration Date;9/77/2025
gy. 1^GLf '
Mlam ade Produc�YCo tml
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE
? TABLE
'> AK - 03/19/20
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P.EIF 58705
Glass
Type
Description
Table
#
Sheet
#
5
7/8" Laminated I.G.: 1/8' A Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Lites of 1/8" A Glass with .090' PVB Interlayer
4
8
6
7/8' Laminated I.G.:'1/8' T Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Lites of 118" A Glass with .090" PVB Interlayer
5
8
7
7/8' Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 1/8° A Glass with .090" PVB Interlayer
6
9
8
7/8' Laminated I.G.: 3/16" T Exterior Cap + 3/8' Air Space + 5/16' Laminated; (2) Liles of 118" A Glass with .090" PVB Interlayer
6
9
9
7/8' Laminated I.G.: 1/8' A Exterior Cap + 7116' Air Space + 5116" Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer
7
9
10
7/8" Laminated I.G.: 1/8' T Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/9' H Glass with .090" SG Interlayer
7
9
11
7/8" Laminated I.G.: 31161 A Exterior Cap + 318• Air Space + 5/16' Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer
7
9
12
7/8• Laminated I.G,: 3i18' T Exterior Cap + 3/8' Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .090° SO Intedayer
7
9
13
7/8' Laminated I.G.: 118" A Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .090" SG Interlayer
8
9
14
7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/18° Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .090" SG Interlayer
8
9
15
7/8" Laminated I.G.: 3/16' A Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Utes of 3/16• A Glass with .090' SG Interlayer
8
9
16
7/8" Laminated I.G.: 3/16' T Exterior Cap + 114" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090' SG Interiayer
8
9
TART P 9- ANr:NnRC IN-CTAI 1 rn TMR Ir_4i coelu
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
_
A
#10 Sh15
-(steel,-18A S.S.
or 410 S.S.)
3115' steel Ultracon or
Ultracon+
P.T. Southern Pine (SG=0.55)
7116"
1JI8"
Steel, A36-
318"
0.059,
Steel Stud, A653 Gr.-33• -
.318" _
0.045Y (18 Ga.)
Aluminum, 6063-75•
P.T. Southern Pine (SG-0.55)
318"
0.050°
Me.
1-318"
Concrete (min. 3 ksi)
1"
1.318"
3/16" steel UBracon
Ungouted CMU, (ASTM C-90)
2-10
1-1/4"
3/16" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
1"
1-114,
B
912 SMS
(steel, 1" S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9I16°
1-318"
Steel, A36-
3r I
0.050"
Steel Stud, A653 Gr. 37
31a'
0.0451' (18 Ga.)
Aluminum, 6063-T5'
3/8'
0.063'
1/4" steel Ultracon or
Ultraccn+
P.T. Southern Pine (SG=0.55)
1"
1-3r8•
114" steel Cretellex
P.T. Southem Pine (SG=0.55)
1'
1'18"
1W steel AggreGator
P.T. Southern Pine (SG-0.55)
1"
1Ji8"
1/4" steel Ultracon
Concrete (min. 285 ksi)
1"
1314'
Ungrouted CMU, (ASTM G90)
2-12"
1414"
C
1/4" steel Ultracon+
Concrete (min. 3 ksl)
1-3/16'
1-3w
Ungrouted CMU, (ASTM G90)
1"
14/4"
14" steel Creteffex
Concrete (min. 3.35 ksi)
1'
1.314"
1/4" steel Unracon
Concrete (min. 285 kso
2-1/2'
1.3/4"
1/4' steel Ultracon+
Concrete (min. 3 ks0
2-112"
114" steel Ultracon+
Ungrouled CMU, (ASTM C-90)
2-1/2"
1-1/4"
D
1/4" steel CreleBex
Concrete (min. 3.35 ksi)
2-12"
I-V4"
Ungrouted CMU, (ASTM E: )
2-1ire°
1-1/4"
'steel Aggre-Gator
Concrete min. 3.275 ksi
1.12•
1:T
Gmuled CMU, (ASTM C90)
2"
2"
TART F'A- ANr:14471RA INRTAI I Fn TNRr1I InN INTFt_we1 FIN
Group
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment*
2-12" Ring -shank Roofing Nail
P.T. Southem Pim (SG=.55)
P.T. Southem Pine (SG=.55)
11Y
I 1.wr
010 Tnushead EMS
Aluminum, 6063-TS•
316"
0.050,
(steel, 18-8 S.S.
ar41DS.S.)
Steel Stud, Gt, 33•
38'
0.0451•(18 Ga.)
Steel, ASS'
3B"
0.050"
F
P.T. Southem Pine (SG-.55)
9116"
1-3/8"
912 EMS
Aluminum, 6D63-T5•
3B'
0.063'
(steel, 1841 S.S.
or 410 S.S.)
Steel Stud, Gr. 33"
3B•
0.050'
steel A36•
3/8"
0.050'
VI•J InKt bUCTUNU 1 Kt Mt I ALSUBSTKAIt.
SILICONE
STRUCTURAL
STRUCTURAL
SILICONE
POLYISOBl1TYLENE
114" NOM,
FOAM
WITH
WRH DESICCANT
DESICCANT
EXT. GLASS
EXT. GLASS
"A" = ANNEALED
"IT = HEAT STRENGTHENED
"P = TEMPERED
"PVB'= 090"TROSIFOL®PVB
BY KURARAY AMERICA, INC.
"SG" =.090" SENTRYGLASO INTERLAYER BY
KURARAY AMERICA, INC.
GLASS TYPES 9 THROUGH
16 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
FIN FRAMES.
GLASS TYPES 5, 7, 9, 11, 13
8 15 MAY NOT BE USED IN
THE HVHZ ABOVE 30'.
BUTYL &
DESICCANT
FOAM
EXT. GLASS-- ,
r
M.r. GLASS INT. GLASS INi. GIA66
1m KODISPACE 701 SUPER DURASEALO
4SG TPS SPACER@ NXT'r' S SPACER
• MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE.
"UNGROUTED CMU"
VALUES MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
POLY150. PINTGLASS
NT FILL AREA
BUTYLENESn8'NOM.
SEAL
UCONESEAL
ROLL -FORMED
STAINLESS STEEL
EXT.GLASS
EXTERIOR
`>-
m XL EDGE"'
SPACER
Material
Min. Fr
Min. F.
Steel Screw
92 list
120 ksi
18.8 Screw
60 ksi
95 ksi
410 Screw
90 list
110 ksi
ElcolDeWait AggreGatorG
57 ksi
96 Just
Elco UltraCon®
155 ksi
177 ksi
3116" DeWalt UltraCon+S
117 lst
164 ksi
1/4• DeWalt UltraCon40
410 SS Elco/Dewalt CleteFlexO
148 ksi
127.4 ksi
1 164 ksi
189.7 ksi
6063-TS Altnninum
16 kst
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
1 45 ksi
WINDOW FRAMES MAYBE ANY OF THOSE SHOWN BELOW.
he
E
O
FLANGE
BOX OR O� e
EQUAL
LEG
LEG H 4
h�
J-CHANNEL
�❑�
O
INTEGRAL
FIN
e
i",
H
� 3
o
1
nu 1 � aoe u� Ihlw wvu umncrvalurva un ante 1 n
Part#
Description
Material
100
Komme ding 4SG TPS Spacer System
_fOT-
Manex-Super-Spacer-nXLwith.dot Melt Butyl
See this
�heetfo�
102
Ouanex Duraseal Spacer
Materials
103
Cardinal XL Edge Spacer
Ktt•tKt:NL:e ltSi Ktl-URIJ:FIL-df1/,t1Utitl rzb9/0
12'NOM.GLASS
1oa1o3 B��• PRODUCT REVISED
72 0 - 74 as co Building Congewith the Florida
TYP. GLAZING DETAIL
1070 TECHNOLOGY DRIVE
juT N. VENICE, FL 34275
(941)-480-1600
tail
REGISTRATION #29296
VINYL CASEMENT WINDOW NOA (LM) S 9/9/14
GLASS/ANCHORS/FRAME OPTIONS oa J ROSOWSKI
CA-5540 _ NTS ti 2OF11 oZ MD-5540C.0 1 61C
I2
C) REVISED
lTAB03111920 ANCHOR TYPE
LYAIglA�/
` ��.•.• LICENSE••,
�. No.58705 •�
Q` AT2s120
S
/S, ONAL I'111111' N: 1 \
A LYNN MILLER, P.E.
REV 58705
INSTALLATION 2X WOOD FRAME OR BUCKSTRIP, SEE INSTALLATION OPTION 2
OPTION 1 NOTE 2, THIS SHEET. ANCHORED THROUGH FRAME
ANCHORED THROUGH EDGE DISTANCE
DIRECTLY INTO CONCRETEICMU.
FRAME INTO WOOD SEE SHEETS 10 & 1 t
FRAME OR BUCKSTRIP. 1/4" MAX. SHIM
SEE NOTE 2, THIS SHEET. EMBEDMENT FOR HARDWARE
FLANGE EMBEDMENT 80
FRAME Iy j 86
SHOWN -I--J_
Tj EDGE ❑ c
`i/4" MAX. SHIM DISTANCE _ _ Q o 6
15 TYR ANCHOR TYPE, Q [
QDO EMBEDMENTAND ❑ c o
8 O EDGE DISTANCE PER
SEE SHEETS SUBSTRATE, SEE
10 & 11 FOR TABLE 2, SHEET 2.
1
HARDWARE 11 2 TYRANCHORTYPE, .d.• �..
a EMBEDMENT AND EDGE =7o o I 63
0
HD REINF. Q 85 DISTANCE PER SUBSTRATE, 11 II"F SEE TABLE 2, SHEET 2. FLANGE 15 VISIBLE LIGHT WIDTH
(LOCK JAMB) FRAME HD REINF.
SHOWN
_ _ o NOTES: BUCK WIDTH
I _ HORIZONTAL SECTION A -A
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, THIS SHEET.
1/4" MAX. SHIM � �-+— EMBEDMENT
4
EDGE
J DISTANCE
D
o TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHEET 2.
(HINGE JAMB)
EXTERIOR EQUAL -
I L LEGIBOX
FRAME
SHOWN
0
QO❑
iI USE ONLY - --
SUBSTRATEAPPROPRIA
- SHOWN.WITH HEAVY-DUTY SASH,
HINGE
VISIBLE
SEE SHEETS
ANCHORS LISTED ON TABLE 2,
-&REINFORCEMENT
�----
BUCK
LIGHT
10811 FOR
SHEET 2. FOLLOW EMBEDMENT AND
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAM ROGW—STEEL STUD.
HEIGHT HEIGHT
HARDWARE
EDGE DISTANCE LIMITS. ANY
MAY BE VERTICAL OR HORIZONTAL SEE
SUBSTRATE PROPERTIES. TABLE 2. SHEET
_
2.
5
INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE
1/4" MAX.
SHIM
10 U
WINDOW.
1/4"MAX. SHIM
O
STD. REINF. 2) MASONRY ANCHORS MAY BE USED
72
INTO WOOD AS PER TABLE 2, SHEET
STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN
HINGE & REINFORCEMENT, 1-1/2"THICK ARE TO BE CONSIDERED
❑ o
PRODUCT REVISED
as—mplylng with the Florida
SIDES) 1X INSTALLATIONS. 1X WOOD BUCKS
Bulldln Goda(ALL
BSEE
SHEETS 10 811 ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY SUBSTRATE
QEx
NOA-No. 20-0402.03
11
FOR HARDWARE TO WOOD
TYP. ANCHORHD
Iration Date 9H7/2025
REINF.
0
BUCKS DEPICTED AS 2X ARE 1-12"
THICK OR GREATER. 1XAND 2X
❑
TYPE, EMBEDMENT
❑gy-
r
IXTERIOR
BUCKS (WHEN USED) SHALL BE
AND SECURED TO
FLANGE
FRAMELEPROPERLY
a
AND EDGE
DISTANCE PERDESIGNED
EOUAL
OMlam
ade Produ trol
SEE SHEETS
10 8 11 FOR
TRANSFER LOADS TO
THE STRUCTURE WOOD BUCK
SHOWN
SUBSTRATE, SEE
TABLE 2, SHEET 2.
(HINGE JAMB
NGES THIS SHEET.
2HARDWARE
ate❑
DESIGN AND INSTALLATION IS THE
TYP. ANCHOR TYPE, EMBEDMENTAND RESPONSIBILITY OF THE ENGINEER
p�
SHOWNSUBSTR
F-O311
EDISTANCEPER OR ARCHITECT OF RECORD.
SUBSTRATE, SEE TABLE 2, SHEET 2.
INSTALLATION EXTERIOR
INSTALLATION
EQUAL-LEGIBOX
MAx. sHIM VISIBLE L
3) LIGHT WIDTH OR HEIGHT
OPTION 4 f�l
OPTION 4
FRAME SHOWN
�va•
(ALSO REFERRED AS DAYLIGHT
ANCHORED THROUGH
ANCHORED THROUGH
OPENING) MEASURED FROM
FRAME INTO METAL
FRAME INTO METAL
/ r
'�
BEADING TOO BEADING.
\.�`7
�"NY LY
EMBEDMENT
1070 TECHNOLOGY DRIVE
�1cE,vSN���!
P �
N. VENICE, FL 34275
=
(941)4B0-1600
_ i$ : No. se7o5
VISIBLE LIGHT FORMULAS
®
= 0 J�-�.^
INSTALLATION
EDGE DISTANCE
WIDTH: BUCK WIDTH-6-3/4"
REGISTRATION p29296
��O •.•2�j�u fir
5f
VERTICAL
SECTION B-B
<` • 0 �;
OPTION 2
SHOWN WITH HEAVY-DUTY SASH,
HEIGHT: BUCK HEIGHT-6-3l4"
VINYL CASEMENT WINDOW
F'
NOA (LM)
0 9/9114
�s' .F[ORIDP,.•'G�C��
ANCHOREDTHROUGH
HINGE &REINFORCEMENT
,�
i �O �N ��
OVAL
FRAME DIRECTLY INTO
o FLANGE FRAMES
om
JROSOWSKI
/S
/r/r111111111``
CONCRETEICMU.
y CA-5540
y NTS
3 OF 11
o z°
M 0.5540C.0
a C
ALP E# 68�705' P.E.
INSTALLATION OPTION 5
INSTALLATION OPTION 5
ANCHOREDTHROUGH
A
1/4" MAX.
SHIM
�•�—
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR BUCKSTRIP.
INTEGRAL FIN INTO 2X WOOD
I
FRAME OR BUCKSTRIP. SEE
EMBEDMENT
EDGE DISTANCE
I
SEE NOTE 2, THIS SHEET.
NOTE 2, THIS SHEET.
SEE SHEETS 10 & 11
T
FOR HARDWARE
EMBED
EDGE DISTANCE TYPE, EMBEDMEENTNT
AND EDGE
80
J_ L
DISTANCE PER
SUBSTRATE, SEE
FRAME
TABLE 3, SHEET
❑
SHOWN 0
2.
c
1 W MAX. SHIM
6
Q
TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT
o c
15 -
L�0
AND EDGE DISTANCE PER
SEE TABLE 3, SHEET 2.
6
(I I I
(NAILS OWN)
�D�
1/4" MAX. SHIM
TF+- EDGE DISTANCE
SEE SHEETS \ III uu - o ULJ INTEGRAL
10 8 11 FOR �L JI ll FIN
HARDWARE 11 1 0 83 FRAME
0 J-CHANNEL 15 t1 62 EXTERIOR SHOWN
HD REINF. O O 85 FRAME HD REINF. VISIBLE LIGHT WIDTH
NOTES: SHOWN
BUCK WIDTH
_ - ❑ 0 1) USE ONLY HORIZONTAL SECTION C-C
SUBSTRATE -APPROPRIATE SHOWN WITH HEAVY-DUTY SASH,
ANCHORS_LISTED-ON TABLES -2 & - - -- - - _ _ _ _ _ _ HINGE & REINFORCEMENT _
3, SHEET 2. FOLLOW EMBEDTl11
QOO AND EDGE DISTANCE LIMITS. ANY FBC COMPLIANT ALUM11 M/STEEI FRAMINGORSTEEL-s-ru
SEE SHEETS INSTALLATION OPTION SHOWN MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 2 & 3, SHEET 2.
VISIBLE MAY BE USED ON ANY SIDE OF
BUCK 10 & 11 FOR MAY
LIGHT HARDWARE THE WINDOW. ALSO FOR DADE-APPROVED MULLION
HEIGHT
2) MASONRY ANCHORS MAY BE 1/4" MAX. SHIM 114" MAX.
5 USED INTO WOOD AS PER TABLE 2, SHIM
10 D SHEET 2. ALL WOOD BUCKS LESS
STD. REINF. THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. ❑ o ❑
STANDARD SASH RAIL 1X WOOD BUCKS ARE OPTIONAL IF O
HINGE & REINFORCEMENT, UNIT IS INSTALLED DIRECTLY TO Q TYP. ANCHOR
87 (ALL SIDES) SUBSTRATE. WOOD BUCKS TYPE, EMBEDMENT Q
SEE SHEETS 10811 DEPICTED AS 2X ARE 1-12'THICK � AND EDGE
OR GREATER. 1X AND 2X BUCKS
11 FOR HARDWARE DISTANCE PER ,�
D (WHEN USED) SHALL BE DESIGNED 10
SUBSTRATE, SEE FIN AND/OR
HD REINF. AND SECURED TO PROPERLY TABLES 2 & 3,
EXTERIOR O TRANSFER LOADS TO THE H SHEET 2. FLANGE MAY BE a
STRUCTURE. WOOD BUCK DESIGN REMOVEf� IIN-FIELD
<71 AND INSTALLATION IS THE INTEGRAL FIN
SEE SHEETS RESPONSIBILITY OF THE FRAME SHOWN EXTERIOR
10 & 11 FOR ENGINEER OR ARCHITECT OF 15
HARDWARE QOo� RECORD. INSTALLATION INSTALLATION
3) VISIBLE LIGHT WIDTH OR OPTION 7 OPTION 8
INTEGRAL FIN HEIGHT (ALSO REFERRED TO AS ANCHORED THROUGH ANCHORED THROUGH
FRAME SHOWN �1/4" MAX. SHIM DAYLIGHT OPENING) IS MEASURED INTEGRAL FIN INTO METAL FRAME INTO METAL
FROM BEADING. TO BEADING.
1070 TECHNOLOGY DRIVE
EDGE
E34275
INSTALLATION DISTANCE VISIBLE LIGHT FORMULAS (91)-4 0600
OPTION 5 WIDTH: BUCK WIDTH - 6.31N' j�n.f
ANCHORED THROUGH HEIGHT: BUCK HEIGHT -6-3W
INTEGRAL FIN INTO 2X REGISTRATION:
WOOD FRAME OR EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT VINYL CASEMENT WINDOW NOA (LM) 8 9/9114
BUCKSTRIP. SEE NOTE 2, AND EDGE DISTANCE PER
THIS SHEET. VERTICAL SECTION D-D SUBSTRATE, SEE TA13LE 3, SHEET 2. 0 J-CHANNEL& INTEGRAL FIN FRAME e� J ROSOWSKI
SHOWN WITH HEAVY-DUTY SASH, (SCREW SHOWN) o 0
HINGE & REINFORCEMENT w m
CA-5540 11 NTS N 4 OF 11 k MD-5540C.0jilj C
EMBEDMENT
TYP. ANCHOR TYPE,
_ EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
C) REMOVED
I I NOTE.
OPTION 6�DOADE MULLION ION
���•'•LAGENS �l
Qr 9
yY N0.58705
o2S 0. 41;
T
A LYNN MILLER, P.E.
P.E# 5B705
ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X)
(EQUAL LEGIBOX FRAME WITH IDENTICAL PRODUCTS COMBINED)
A) INDIVIDUAL
COMPONENTS: 5640 SERIES CASEMENT WINDOW
FRAME ASSEMBLY TUBE/MULL
5540 SERIES
CASEMENT
Ar WINDOW
MAXIMUM DESIGN
PRESSURE WHEN
USING THE FRAME
ASSEMBLY TUBE/MULL,
SEE NOTE 2:
+1- 70.0 PSF
B) COMBINED
COMPONENTS: {�-- 8" MAX., SEE NOTE 3, THIS SHEET
4' MAX. I A6DITIONAL MULLION -ANCHOR - -- -
4" MAX. jSEE NOTE 3, THIS SHEET
f 1`
E E `
63' MAX.
�+— 61-114" MAX. —�
C) HORIZONTAL
SECTION E-E:
5540 SERIES
CASEMENT
WINDOW
FRAME ASSEMBLY TUBE/MULL--/ Tl
DEEP, FLUSH CAP
EXTERIOR
SEE SHEET 6 FOR FRAME
ASSEMBLY TUBEIMULLION
DETAILS
ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O
(FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
A= ST. MAX. FOR FIXED CASEMENT
A) INDIVIDUAL A= 40" MAX. FOR CASEMENT B) COMBINED
COMPONENTS: A=60"MAX. FORAWNING COMPONENTS:
5540 SERIES I VERTICAL
AWNING SECTION F-F
WINDOW �'/, \` WINDOW
(� j ` A ��ANCHOR
FRAME % L7/ , J� 4"'
ASSEMBLY ////... MIN.#10X. THROUGH
SMS H
TUBEIMULL� F ' `"` YIN MAX O.C. THROUGH
4„ MAX INSTALLATION HOLES,-
T SEE WINDOWS
} APPROVALFOR
F ANCHOR INFO.
5540 SERIES 127-1/4" MAX.
CASEMENT 127-1l4" MAX.
WINDOW ADDITIONAL MULLION
ANCHOR SEE NOTE 3,
THIS SHEET
FRAME 'J ' G
EMBLY VERTICAL
ASS
SECTION GG
TUBEIMULL G /
--5540.SERIES_ _ EXTERIOR
FIXED EN -
WINDOW'
MIN. # 10 X 3/4" SMS @ 1T-
WINDOW SEE NOTE 3, MAX O.C. THROUGH
ANCHOR 'UNDER SEPARATE APPROVAL THIS SHEET INSTALLATION HOLES, SEE
FRAME ASSEMBLY TUBE(MULL NOTES ALSO SEE NEXT SHEET: WINDOWS APPROVAL FOR
ANCHOR INFO.
1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,
TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OFTHIS SHEET.
2) ANY 5540-SERIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) ORAWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED
TO THE FRAME ASSEMBLY TUBEIMULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS 1N THE ASSEMBLY, USE EACH
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR
FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY.
3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON
THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES
ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6,
SHALLOW, FLUSH CAP
4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4"
SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO
5540 SERIES
17' MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR
CASEMENT
JOINTS TO BE SEALED BY INSTALLER,
WINDOW
5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY
NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH.
6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION
ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE 1070 TECHNOLOGY DRIVE
_MIN. # 10 X 3!4" SMS @ 17"
TUBE MULLION UNDER SEPARATE APPROVAL. N. VENICE, FL 34275
?nT
MAX O.C. THROUGH
(941),460-1600
INSTALLATION HOLES, SEE
WINDOWS APPROVAL FOR
ANCHOR INFO.
REGISTRATION #29296
K VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14
o FRAME ASSEMBLY TUBE DETAILS A o m� J ROSOWSKI
v CA-5540 1,81 NTS 5 OF 11 10MD-5540C.0 C
5540 SERIES
AWNING
WINDOW
(SILL)
SHALLOW, FLUSH CAP
FRAMEASSEMBLY
TUBE/MULL
5540 SERIES
CASEMENT
WINDOW
(HEAD)
5540 SERIES
CASEMENT
WINDOW
(SILL)
F�R�AME
LLOW, FLUSH CAP
ASSEMBLY
EvIULL
5540 SERIES
FIXED CASEMENT
WINDOW (HEAD)
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.03
Ex I -I Date• 9/17/2025
By.
Miam pode Produet'C trol
C) NO CHANGES THIS SHEET
AK - 03/19/20
LYI\�Il7j��ii
I
No. 58705
O� •.. SATE F (V
'••F�ORION,••' \�
1011111110
A. LYNN MILLER RE
P.E# 58705
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES
END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F
WINDOWANCHOR WINDOWS, SEAL ANCHORS THROUGH THE END CAP.
SEE NOTE2, SHEET 5\ SILICONE.
L
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL. FOR
TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CUPPED, TUBE
MULLION UNDER SEPARATEAPPROVAL
1-1l4"
81-1/4" MAX.
-� 81-1/4"MAX.
63" -►-� 40" MAX. r+-
�/ MAX. p
i CASE i CASE CASE CASE � � /� CASE
-� 81-1/4"MAX. �+-- 127-1l4" +L
2 OR MORE WINDOWS WITH VERTICAL MAX.
FRAME ASSEMBLY TUBEIMULL 7?C.F_'
(4 WINDOWS MAX.)
1-1l4"
EXTERIOR �- 127-1/4' MAX. -�
FIXED
MAX.
CASE CASEMENT' CASE.
-- -- — - �r 265-3/4'IMAX. -
NOTES FOR FRAME ASSEMBLY TUBE END CAP: -FRAME ASSEMBLY TUBE/MULL
FRONTMEW
1) APPLIES TO FIN OR J-CHANNEL FRAMES.
2) REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE.
3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5.
4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14".
1.25D"
100"
3.250"
90 FRAME ASSEMBLY
TUBE, ALUM 600545
'�'( �--1I �1.874° i 1.874"
___37LLL5_.." .627"
.060" J � •O60°
91 SHALLOW, FLUSH ODEEP FLUSHT
CAP, PVC CAP. PVC
EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR.
.221" -•'{ I+- REMOVE FOR
FIN APPLICATION
1.440.
.057
OFRAME ASSEMBLY TUBE
END CAP, PVC
127-IM
MAX.
255.31,
MAX.
127-1W CASE I�
MAX.
CASE.
2 OR MORE WINDOWS (4
WINDOWS MAX.) WITH
HORIZONTAL FRAME
-- ---- _ ASSEMBLY TUBEIMULL
- --2OR-MORE-WINDOWS WITH -VERTICAL
SIDE VIEW ASSEMBLY TUBE/MULL. VARIOUS WINDOW
TYPES AND SIZES (4 WINDOWS MAX.) A= SY MAX. FOR FIXED CASEMENT
A= 40" MAX. FOR CASEMENT
�'�-- A -►{ A= 60" MAX. FOR AWNING
FRAME ASSEMBLY TUBE NOTE: 1-114"
REFER ANCHORAGE
AN THIS THROUGH -FRAME y/ FIXED i
ANCHORAGE AND THIS SHEET 0A�" LLL
PRODUCT REVISED
FOR NAIL FIN ANCHORAGE DETAILS as c [ying With the Florida
TYP. AT ALL FRAME ASSEMBLY TUBE ENDS �`� Building Cado
BOTH HORIZONTAL AND VERTICAL 127-1/4' 255_314" NOA-No. 20-0402.03
MAX. Ez Iratlon Date • 9/1712025
jI 127-1/4"
.J� MAX gy,
Mlam . ade ProducrC,!), trot
'UNDER SEPARATE APPROVAL %AY1Tl.-�� C) NO CHANGES THIS SHEET.
c AK-03119120
2 OR MORE WINDOWS (4
WINDOWS MAX.) WITH
HORIZONTAL FRAME
ASSEMBLY TUBEIMULL
VARIOUS WINDOW TYPES
S AND SIZES.
51II III////'
1070 TECHNOLOGY DRIVE `��` �pP1Y
N. VENICE, FL 34275 ��,. �ICENSF .1��
(941)-480-1600 Q =_
® _ No. 58705
REGISTRATION#29296
VINYL CASEMENT WINDOW NOA (LM) -2 9/9/14 O
o FRAME ASSEMBLY TUBE DETAILS B om' J ROSOWSKI
CA-5540 NTS - 6 OF 11 3 z MD-5540C.0 p C A LVNtS FILLER, RE
v, w o P.E#58705
7/8 :NOM. r
5/16" A/A PVB
7/16" AIR SPACE-
1/8" A GLASS —
aEXTERIOR
GLASS TYPE 5
7/8" NOM. r
5/16" H/H SG _
7/16" AIR SPACE
1/8" A GLASS
aEXTERIOR
100-103
GLASS TYPE 9
—1 7/8.NOM. r-
7/16" A/A SG
5/16" AIR SPACE-
1 /8" A GLASS—
< ] EXTERIOR
GLAZING NOTES: GLASS TYPE 13
"A" =ANNEALED
"H" = HEAT STRENGTHENED
'T' = TEMPERED
"PVB" = .090" TROSIFOL® PVB
BY KURARAY AMERICA, INC.
"SG"=.090"SENTRYGLAS® INTERLAYER BY KURARAY
AMERICA, INC.
1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2.
2) SEE TYPICAL GLAZING DETAIL ON SHEET 2.
--1 7/8 .NOM.
5/16" A/A PVB —
7/16" AIR SPACE-
1/8" T GLASS -
a EXTERIOR
GLASS TYPE 6
7/8""NOM. [-
5116" H/H SG —
7/16" AIR SPACE=
1/8" T GLASS -
aEXTERIOR
GLASS TYPE 10
—1 718 .NOM.
7116"A/ASG-
5/16" AIR SPACE —
1/8" T GLASS-
G] EXTERIOR
�•{ 7/8" NOM.
5/16" A/A PVB —
3/8" AIR SPACE -
3/16" A GLASS -
aEXTERIOR
5/16" H/H SG-
--- —318" AIRRSPACE-
3/16" A GLASS -
aEXTERIOR
7/16" A/A SG —
1/4" AIR SPACE-
3/16" A GLASS -
G] EXTERIOR
GLASS TYPE 7
7/8" NOM.
GLASS TYPE 11
7/8" NOM.
GLASS TYPE 14
GLASS TYPE 15
GLASS TYPES 9 THROUGH
16 MAY NOT BE USED WITH
GLASS TYPES 5, 7, 9, 11, 13
' & 15 MAY NOT BE USED IN
FIN FRAMES R INTEGRAL
THE HVHZ ABOVE 30'.
7/8" NOM.
5116" A/A PVB
3/8" AIR SPACE
3/16" T_ GLASS
a EXTERIOR
GLASS TYPE 8
C) NO CHANGES THIS SHEET.
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AK-03119/20
7/8" NOM.
W
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Y
U
5116" H/H SG
318" AIR SPACE—N
ao°p
3/16" T GLASS - — — - -
Os -
—
0
aEXTERIOR
Z LL cD
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100-103
F- W
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m
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GLASS TYPE 12
z "
Z
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0
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o
2
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7/16" A/A SG
¢
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1/4" AIR SPACE
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3116" T GLASS
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sauas
aEXTERIOR
GLASS TYPE 16
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* �No.58705
Tt —
S ZONAL {Er.`.
A LYNN MILLER, P.E.
P.E# 58705
TAnI C d.
Window Design Pressure, (+I- pal)
811"d"�
usemsmcle
for Glass
typo:
5Fbudweeuenl
1l8' A CAP, AIRSPACE, 1/8' A, .090' PVB, 1/6' A
sash, Hngea
Window Buck Width (in)
Difner5ipns
24
26
28
30.683
1 31.052
31.431
31.819
37217
32.625
1 33.043
33.472
33.912
34.365
34.829
1 35.306
35.797
36
48
+651.70
+651-70
+651-70
+65/-70
+65/-70
+651-70
+651-70
+65/-70
+651-70
+65/-70
+65/-70
+651-70
+651-70
+65/-70
+651-70
+65/-70
+651.70
60
+65/-70
+65/-70
+65/-70
+65/-70
+651-70
+651-69.7
+651-69.2
+651-68.6
+651.68.1
+65/67.5
+65/.67
+651-66.5
+651.65.9
+651-65.4
+/-64.9
+/-64.4
+/�642
66
+651-70
+65/-70
+65/-70
+651-68.7
+65/68.1
+65/-67.5
+65167
+65/66.4
+651-65.8
+65165.3
+/•64.7
+/-642
+163.6
+/63.1
+1625
+1.62
+161.8
70
+651-70
+651-70
+651-70
+65/-67.5
+65166.9
+65166.3
+651-65.8
+55165.2
+/64.6
+164.1
+/-63.5
+/.629
-1-62.4
+/61.8
+161.2
+/.60.7
+/60,5
71.593
+65/-70
+651.70
+65/-70
+65/67.1
+65/66.5
+65/65.9
+65/65.3
+/64.6
+/-64.2
+/63.6
+/-63
+1-625
+/61.9
+1.61.3
+/60.8
+160.2
+/-60
72
+65I-70
+651-70
+6SI.70
+65/-B7
+65J66.4
+65/65.8
+65/652
+164.7
+164.1
+/63.5
+/-62.9
+1.62.4
+161.8
+161.2
+/60.7
+160.1
73
-651-70
+651.70
+651.70
+65166.7
+65166.1
+651-65.6
+/-65
+/64.4
+163.5
+163.1
+/.62.6
+J62.1
+/61.5
+161
+/60A
74
+65/-70
+651-70
+65/66.5.
+651.659
+651-65.3
+1-64.6
+163.7
+/62.9
+/62.3
+/-61.7
+161.3
+I60.8
+/60.4
75
+fist-70
+651-70
+65166.2
+65/65.7
+164,7
+163.8
+/63
+/-622
+/61.5
+1.60.8
+160.3
+169.9
76
+65/--70
+651-70
+651-66
465165.1
+164
+/63.1
+162.4
+/-61.6
+160.8
+160
+/-59.4m77
R+Wt-70
+651-70
+651-70
+651652
+164.3
+/63.3
+162.5
M61.8
+/61
+/60.278
+651-70
+651-70
+/-64.3
+163.5
+"2.7
+/61.9
+161.2
+/-60.4
+/59,6
79
80
81
82
83
54
+651-70
+651.70
+/63.7
+/629
+/621
+161.4
+/60.6
+/-59.8
MAX. JAMB O,C SPACING IF
ANCHORING THROUGH THE FRAME PER
SHEETS
MAX O.C. SPACING IF ANCHORING
THROUGHTHE INTEGRAL RN PER SHEEr4
+651-70
+fist-70
+/632
+/62.4
+/61.6
+/60.8
+/-60
+651-70
+651-70
+65/69.8
+162.6
+161.8
+J61
+/60.2
+fist-70
+651-70
+65169.6
+/62.2
+/61.3
+/60.5
APPUESTO B, C OR DANCHORS
(SEETABLE2)
APPUESTO FANCHORS
(SEETABLE 3)
+65/-70
+fist-70
+65/69.5
+/61.7
+/60.9
♦651-70
+651-70
+65169.3
+/61.3
IZ67•
4•
Window Design Pressure, (+/-psf)
anaa a_
Sosh, lfnge 8
Rem(orce,rcn
�se.ws. a6 a
for Glass
Type:
-
5
1/8' T CAP, AIRSPACE, 118' A, .097 PVB, 1/8- A
Window Buck Width (in)
Dimensions
24
28
28
30.683
31.052
31,431
31.819
32.217
32.625
33.043
33A72
33.912
34.365
34.829
35.306
35.797
36
48
+651-70
+651-70
+651-70
+65/-70
+651-70
+65/-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+6st-70
+651-70
60
+651.70
+65/-70
+651-70
+651-70
+65/•70
+651-70
+65/-70
+65/-70
+65F70
+fist-70
+651-70
+651-70
+fist-70
+651.70
+651-70
+6st-70
+651.70
66
+651- 00
+65.r-70
+65/-70
4651.70
+65/-70
+651-70
+651.70
+651.70
+651-70
+851-70
+fist-70
+65170
+651-70
+651-70
+651.70
+65/70
+651-70
70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+65J-70
+65/-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
71.593
+65/-70
+651-70
+fist-70
+651-70
+fist-70
+651-70
+651-70
+651-70
+651-70
+65/•70
+65/•70
+651-70
+651-70
+55/69.6
+65169.2
+65168.7
+65/68.6
72
+651-70
+651-70
+651-70
+651-70
+651-70
+651-70
+65/-70
+651-70
+fist-70
+651-70
+651-70
+651-70
+65/69.7
+65/69.2
+651.68.8
165168.3
73
+6N-70
+651-70
+651-70
+651.70
+651-70
+65/-70
+65/-70
+651-70
+65/-70
+65F70
+85f69.6
+651.69.1
+G8.6
516
+65168.2
+65167.7
74
+65l-70
+651-70
+651-70
+65/-70
+65/-70
+651-70
+651-70
+65/-70
+65/69.8
+65169.2
+65168.6
+65168.1
+65167.6
1 +65/67.1
.& 75
+65/-70
+651-70
+651-70
+651-70
+fist-70
+fist-70
+65J-70
+65/-70
+65/-69.1
+fist-68.4
+65f-67.6
+65167
+65I66.5
= 76
+651-70
+85l-70
-651-70
+65/-70
+65/-70
+651-70
+65/-70
+65/69.3
+65/68.4
+65167.6
+65166.7
+651-66
m' 77
+fist-70
+fist-70
+fist-70
+65/ 70
+65/-70
+651.70
+65/69.5
+65/-68.6
+65/67.8
+65/669
+65/•65.9
78
+651-70
+851-70
+651-70
+651-70
+65/-70
+65169.7
+65166.8
+65/68
+65167.1
+65/-68.2
79
80
81
82
83
84
+65f-70
+fist-70
+85/-70
+fist-70
+65169.9
+65/69
+651652
+65/67.3
+65166.4
MAXJAMB O.G SPACING IF
ANCHORING THROUGH THE FRAME PER
SHEEIS3&4
MAX O.C. SPACING IFANCHORING
THROUGHTHE INTEGRAL FIN PER SHEET4
+65/-70
+6Y-70
+fist-70
+fist-70
+65/49.3
+65168A
+65167S
+65166.6
+651.70
+651-70
+651.70
.65169.6
+65/68.7
+65/67.8
+65/66.9
+65l-70
+651-70
+651-70
+65/69.1
+65168,2
+651-67,2
APPUESTOB, ABRDANCHORS
COLE 2)
APPLIES TO FANCHORS
(SEETABIE3
+G51-70
+65/-70
+65/-70
+65168.6
.65167.fi
F-1(SEE
+651-70
+651-70
+651.70
+65168.1 1
1
12.67'
4"
GLASS TYPES 5, 7, 9, 11. 13
8 15 MAY NOT BE USED IN
1070 TECHNOLOGY DRIVE
ju-F
N. VENICE, FL 34275
(941)-480-1600
QD
REGISTRATION A29296
VINYL CASEMENT WINDOW NOA (LM) g 9/9/14
DESIGN PRESSURE TABLES A o J ROSOWSKI
CA-5540 N NTS t 8 OF 11 1291 MD-5540C.0 C
NOTES:
1) BUCK DIMENSIONS SHOWN,
2) FOR SIZES NOT SHOWN,
ROUND UPT ITHE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION.
PRODUCT REVISED
as complying with the Florida
Building Code
_I AKN CH�A2NOGES THIS SHEET.
.`` O1 Y LYNV
..........
• LIGENS� ' , l� ;
No.58705
3�SZo
Ss TEOF
tv44j`
�`s •'"40RIOP'..''• N
7 jONAI-
IE
A LYNN MILLER, P.E.
ie He180t o5'• Led
Pain
12248• 2
0'-0e W 3
0-6524r 4
0'-1&248' S
0•-0q.000• 8
EXTE
1 ATTACHED TO V v
J FRAMEJAMB
ATTACHED TO
FRAMEJAMB
ATTACHEDTO
VENT SIDE RAIL
26
EXTERIOR
ATTACHEDTO
FRAMEJAMB
FRAME JAI
ATTACH
TO VE
SIDE R
Flame I My.
Height Isnubbasl
<30.OD0° 2
30.00'P-08.ODT 3
4fl001'66.000' 4
66.001"�d.000' 5
60 USED ON STD. VENT ONLY
OUSED ON HD VENT ONLY
@)
2.61s-
2.615"
—))n
2.583' I 2.583" I �I
BOTTOM RAIL
075"
.340" .80T I+—
OHD VENT RAIL O STANDARD VENT RAIL
T:�
J 1.522• 1.522°
10, .075" l .075°
EXTERIOR
15 57 1t STANDARDHID VENT V REINFORCEMENT 10 REINFORCEMENT
NT
O
1
60 OR 62
62 SHOWN
ATTACHEDTO
FRAME JAMB
®
37 28.34
39
I
sm. 301" I
.754"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0402.03
Ex Iratlon Date • 9/77/2025
By: ..
Mlam ade Produ*i:.. trol
C) REVISED EXTERIOR NOTE
AK - 03/19/20
FRAME JAMB
0
26
FRAME JAMB 1
0
HORIZONTAL HARDWARE SECTION .035"
o
73 IG GLAZING 80 EXTRUDED
BEAD SCREEN FRAME
FRAME SILL
r
1
o
FRAME SILL
`�.��ONY •LYN1y�, ,,
Frt
pz==1070TECHNOLOGYDRIVEN.
VENICE, FL 34275
0
(941)-480-1600T7-
No.58705 =
VERTICAL
VERTICAL
REGISTRATION#29296
-7J '• 5, 0 a
O� •. STATE
HARDWARE
NOTES:
HARDWARE
VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14
OF [V
%
,�`S+ ' F�ORiflP • ' \C:
G��
LOCKJAMB
HINGE JAMB
i S''•'
//
1) SOME PARTSIOPTIONS NOT SHOWN FOR CLARITY.
o BOM & ASSEMBLY A o �• J ROSOWSKI
Jo/NAL
2) INTEGRAL FIN FRAME SHOWN, PART #1. OTHER FRAME TYPES
APPLY.
CA-5540 �, NTS 10 OF 11 o z° MD-5540C.0 C
P E
A L p
E# 58 OS