HomeMy WebLinkAboutNOA - CASEMENT WINDOW RECEIVED
MIAMI•DADE °y C 0 7 2021
�ile ® NIIAM—DARE COUNTY,FLORIDA
�St•:L�Icis County, PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOAHC RES ES Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE, OA :. k1 �� www.miamiaaae.gov/buuding
PGT Industries,Inc. u`�
1070 Technology Drive COPE COMPLIANCE
North Venice,FL 34275 ST. �� 1E COAve
y•SCOPE: �This NOA is being issued under the applicable rules an rt"tation g 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)rose.ve 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-5540"Outswing:PVC Casement Window--L.NLI.
APPROVAL DOCUMENT:,,Drawing No. 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,PE., 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 aft&a renewal application has been filed and there has been no
.change in the applicable building code,negatively,affecting the performance of thisproduct.
TERMINATION ofthis 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. - - I . ' ' ..
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
MIAMI•DADE COUNTY Expiration Date: September 17,2025
Approval Date:August 13,2020
T8/4/20 Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I.- EVIDENCE SUBMITTED'UNDER PREVIOUS.NOA's- ~
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-6420.11)
2. Drawing.No. MD-5540C.0 titled"Vinyl Casement Window NOA(LM)", sheets 1
through 11 of 11, dated 69/09/14;with;revision B dated 05/15/17;prepared by '
manufacturer, signed and sealed by Anthony Lynn Miller;P.E.
(Submitted under NOA No. 17-0614.16)
..B. TESTS ;
1. „Test reports.on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS,202-94
2)Large Missile.Impact.Test..per FBC,TAS 201-94 . .
3)Cyclic Wind PressureLoading per FBC,TAS-203-94
along with'marked-up drawings and installation diagram of a PVC sliding.glass door,a
PVC fixed window and an aluminum sliding glass door, ,using: Kodispace 4SG TPS
spacer system,-Duraseal®spacer'system; Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,-prepared by Fenestration-Testing Laboratory,
Inc., Test'Rep'•orts No.FTL=8117;1PTL-8968'and FTL-8970,dated 1.1/l6/15, 06/67/16
and 06/02/16 respectively, all signedand sealed by Idalmis Ortega,P.E. '
(Submitted under NOA No:16-0714.11)
2. Test `reports on: 1)Air'Infiltration Test;per FBC,TAS 202-94
21 Uniform Static'Air Pressure Test,Loading per FBC TAS'202=94
3)Water Resistance-Test,per.'.FBC,TAS 202-94
4).Forced.Entry.:Test,.per FBC 2411.3.2:1,-and TAS 202=94
5);Large Missile Impact Test per.FBC, TAS,201-94-
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94:
along with marked-up drawings-and installation,diagram of a,series CA5540/CA5440
vinyl outswing casement windows,prepared by Fenestration Testing,Laboratory,Inc.,
Test Report No..FTL-8179,.d4ted 03/31/151 signed and sealed by Idalmis Ortega, P.E.
.(Submitted under NOA No.�15-0420.11)
3. Test reports on: 1)Air;Infiltration;Test;per FBC, TAS 202-94
2)"Uniform Static Air Pressure Test,Loading,per FBC.TAS 102-94
3)Water.Resistance_Test,,perFBC, TAS•202=94
4)Forced Entry Test,per FBC.24:1.1:3.2.1-,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 inarked-up-drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion,prepared by Tene9tration.Testing Laboratory,Inc.,
Test Report No. FTL-8174 dated 03/3-1/15; signed.` se ed by Idal rl7jftga, P.E.
(Submitted under NOA No. 15-042011)
Manuel PereP.E..Product Control ExNOANo20tionDate: September1
Approval Date:August 13,2020
E-1
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE-SUBMITTED
1. EVIDENCE SUBMITTED-UNDER PREVIOUS NOA's(coN Pn ,UD)
B. TESTS(coNTINUED) `
4. Reference Awning Window Test Report No. FTL-8183,per.TAS 201,202 &203-94,
with an addendum issued by Fenestration Testing Laboratory,Inc..
(Submitted under NOA No. 15-0420.11),
C. CALCULATIONS {
1. Anchor verification calculations and structural analysis,,complying with FBC-51h
Edition (2014), dated 08/28/15,prepared by manufacturer; signed and sealed by
Anthony Lynn.Miller,P.E.
(Submitted under NOA No. 15-0420.11)
2. Glazing complies with ASTM E1300-09
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
"SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
I
Manuel Perez,P.E.-
Product Control Ex r -
NOANo.20- 02.03__
Expiration Date: September 1 , 5
Approval Date:August 13,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA s (coNrnvuEDj
E. STATEMENTS
1. Statementletter:of conformance,complying with FBC 5'Edition(2014)and with FBC
6tn Edition(2017),-dated August.29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 17-0614.16)
2. Statement letter of no financial interest, dated April 16, 201'5,•issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 15-0420.11)
3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on
10/15/14, signed by Jaime D. Gascon,RE.
Submitted under NOA No. 15-0420.11 .
4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
(Submitted•under NOA No. 15-0420.11)
F. OTHERS
1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries;Inc. for their Series
"CA-5540" Outswing PVC Casement Window-L.M.I"approved on 08/25/16 and
expiring on 09/17/20.
Manuel Perez,P.E.
Product Control Ex m r:
NOA No.20-0 02.0
Expiration Date: September 17, 5
Approval Date:August 13,2020
E-3
J
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS I
1. . Drawing-No. 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.
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 F5.88,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 7,91 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
. FTL-789.7,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door,(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and
FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20,-all signed and sealed by Idalmis Ortega;RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6"
Edition,(2017),prepared by manufacturer;dated 08/28/15, and revised and updated to
the FBC 711 Edition (2020)on 03/25/20, signed and sealed by,Anthony Lynn Miller,
P.E.
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and.Economic Resources (RER)
Manuel Perez,P.E.
Product Control E m r
NOA No.20- 02.0
Ezpirallon Date: September 17, 5
Approval Date:August 13,2020
:E-4
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (corrrm m)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.-19-0305.02 issued to.•Kuraray America-,Inc.for their
"Trosifol®Uhraclear, 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®Xtrarm(SG"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 White 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 Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions'for Windows and Doors,approved on 01/17/19, expiring on
04/16/20. .
5: .'Notice of Acceptance No. 18-1217.16,issued to ENERGI Fenestration Solutions
USA,-Inc.,'for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors; approved on 01117/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement-letter of conformance, complying with FBC'6th Edition (2017)and the
FBC 7th'Edition (2020), dated March 19,2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated March 19, 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. 17-0614.16, issued to=PGT Industries,Inc.•for their Series
"CA=5544V-Oiitswing PVC Casement'Window=L.M.I."approved on 09/25/17 and
expiring on 09/17/20.
Manuel Perez,P.
Product Control Ex r .
NOA No.20- 402.0
Expiration Date: September 1 5
Approval Date:August 13,2020
E-5
MAX.BUCK WIDTH .. MAX.BUCK WIDTH - IMPACT RATING DESIGN PRESSURE RATING - -
SEE BABEE SHEET 3 _ a•MAX _ MAX.O.C.SEE D.
TABLES D,SEE SHEET 4 1 25"MAX. LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE
TABLES "r IMPACT RESISTANT TABLES 48,SHEETS 8-9
FRAME ASSEMBLY TUBE MULL,SEE
-
81-1/4"MAX SHEETS 5.6 FOR ANCHORAGE DETAILS
- \ COMBINED WIDTH
\ PRODUCT REVISED
as oompng with the Florhla
ode
MAX.JAMB O.C. Bu11dIn6/\ \ - /SEE TABLES NOA-No. 20-0402.03 4 N VISIBLE Err lratlon 0211602117
GHT 2025
-- L- -- - � / \ - -- -- - - - - - - - - -- - --•-
LI
/ -HEIGHT BY•"
/ \ \ / E - - NB SEE am ads ProducxCo rol
VISIBLE MAX.BUCK VISIBLE MAX.BUCK FR63'AME.
SHEETS/
LIGHT HEIGHT SEE LIGHT HEIGHT SEE ASSEMBLY
C)UPDATEDTOFBC2020,
HEIGHT TABLES 48 HEIGHT TABLES 4.8 TUBE REVISED ANCHOR TYPE
LENGTH \ TABLE.
\ F/I
AK-03/19/20
MAX.JAMB O.C.
ABLES
A / A,SEE C / SFIEET4 SEE �GHTSEE4.8SHEET3WIDTHlilT!/ > ••ay
MSIBLE _ SIBLE � � O O
LIGHT _ LIGHT 11
WIDTH WIDTH 28"MAX.O.C. 4"MAX ) }r aQoO O C
4"MAX. MAX.O.C.SEE-T' 3'MIN. ADDITIONAL ANCHORS FOR FRAME O N 0_' u�
TABLES 4-8 ASSEMBLY TUBE,SEE SHEETS. OJ 76 a
B 4"MAX. 1.25•MAX. �{ �+ D TYP.X-X EQUAL-LEG/BOX&FLANGE FRAME ANCHORAGE Z LL m a-o 2
28"MAX.O.C�►1 =ILj`•"
VISIBLE LIGHT FORMULAS 006
TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL LU— m
M O O
WIDTH:BUCK WIDTH-6-3/4" P Z O FLANGE FRAME ANCHORAGE FRAME ANCHORAGE w Y ¢
HEIGHT:BUCK HEIGHT-8.3/4".. .-> O
GENERAL NOTES:SERIES 5540 IMPACT RESISTANT,VINYL CASEMENT WINDOW <$ . d' z
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
GENERAL NOTES....................................................1 U.
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)MUSTTEMPERED. ELEVATIONS..............._.........................................1 0 W O
FRAME,GLASS&ANCHOR OPTIONS...._.............2 z
3)FOR MASONRY APPLICATIONS IN MIAMI•DADE,COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, INSTALLATION,FLANGE&EQUAL LEG..............3 z Iaa45
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,INTEGRAL FIN&J-CHANNEL.....4 ® `S, ¢
FRAME ASSEMBLY TUBE......................................5,6 Z UJ
W to
4)ALL WOOD BUCKS LESS THAN 1-1/2°.THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY To SUBSTRATE.WOOD BUCKS GLAZING DETAILS...................................................7 z W H
DEPICTED AS 2X ARE 1-1I2"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 0 2 O z
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHITECTOF RECORD,(AOR). 80M&ASSEMBLY....................................................10-111 W Z aloag
8)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHOR CODES/STANDARDS USED: p U
SHOULD BE SEALED.OVERALL SEALINGIFLASHING 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 L7 -L W
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION cc Z Z ¢'
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 j U
BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. -, •ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION a01 n.a sauas
•ALUMINUM DESIGN MANUAL,ADM-2015
?)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. •AISI S100.16 1 //
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL]CYCLE TEST PRESSURE,FRAMEANALYSIS AND GLASS PERASTM E1300. •AISC 360.16 \ olAy LYN�/
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. `�
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •.
NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAY COME INTO CONTACT WITH OTHER 1¢; No.58705
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. 0 !Y
10)REFERENCES:TEST REPORTS FTL-8139,-8174;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCOIDEWALT CRETEFLEX NOA;ELCOIDEWALT AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR �.(�••'- R TE OF ;'•���
PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL i��s ��RIDP•,•'G\�`�
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. S/O1AL 1 W,\ \`
12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL A LYNN MILLER.RE
' P.E.d(i8705
TABLE 1:
Glass Description Table Sheet "A"=ANNEALED WINDOW FRAMES MAYBE ANY OF THOSE SHOWN BELOW:
Type # # "H"=HEAT STRENGTHENED
`P=TEMPERED O� O�
5 7!8°Laminated I.G.:1/8°A Exterior Cap+7/16°Air Space+5/16'Laminated;(2)Lites of 1/8"A Glass with.090'PVB Interlayer 4 8 "pVB•=.090•TROSIFOL®PVB fU�'
6 7/8'Laminated I.G.:118'T Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass with.090'PVB Intedayer 5 8 BY KURARAYAMERICA,INC. IIr-7II
"SG"-.090"SENTRYGLAS®INTERLAYER BY �I
7 7/8"Laminated I.G.:3/16'A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer 6 9 KURARAY AMERICA,INC. ( Q BOX OR Q
8 7/8'Laminated I.G.:3116'T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Liles of 1/8'A Glass with.090'PVB Intedayer 6 9 00 EQUAL
LEG �D
9 7/8'Laminated I.G.:1/8•A Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer 7 9 FLANGE \ am
10 7/8°Laminated I.G.:1/8'T Exterior Cep+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer 7 9 0� `_0 44
GLASS TYPES 9 THROUGH
11 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer 7 9 16 MAY NOT BE USED WITH
12 7/8'Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8`H Glass with.090"SG Intedayer 7 g J-CHANNEL OR INTEGRAL
13 7/8'Laminated I.G.:1/8'A Exterior Cap+5/161 Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090'SG Intedayer g 9 •FIN FRAMES. p
q Dq 14 7/8"Laminated I.G.:1/8'T Exterior Cap+5/16"Air Space+7/16'Laminated;(2)Liles of 3/16'A Glass with.090'SG Interlayer 8 9GLASS TYPES 5,7,9.11,13 p15 7/8°Laminated I.G.:3/16"A Exterior Cap+1/4'Air Space+7/16•Laminated;(2)Lites of 3/16"A Glass with.090'SG Inted J-CHANNELayer 8 9 &15 MAY NOT BE USED IN INTEGRAL
THE HVHZ ABOVE 30. Q
16 7/8°Laminated I.G.:3/16°T Exterior Cap+1/4'Air Space+7/16'Laminated;(2)Lites of 3/16"A Glass with.090°SG Interlayer B 9 • a FIN
TABLE 2:ANCHORS INSTALLED THROUGH FRAME SILICONE HOT-MELT BUTYL ALUMINUM ` -
STRUCTURAL REINFORCEMENT 1 �/3
Group Anchor Substrate Min.Edge Min. SILICONE c� v
Distance Embedment! STRUCTURAL 1/4•NOM. FOAM 3/tfi NOM. 5116'NONL
POLYISOBUTYLENE
P.T.Southern Pine(SG--0.55) 7/16" 13/8` WITH DESICCANT V�i1r !UTYI NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11
MO SMS DESICCANT DESICCANT
(steel,18-8 S.S. Steel,A36' 318' 0.050" FOAM
or 410 S.S. Steel Stud,A653 Gr.33• 318" 0.0451`(18 Ga.) EXT.GLASS EXT.G EXT.GLASS
A ) Aluminum,6063-T5• 3)8• 0.050" Part# Description Material
3116'steel Uitracon or P.T.Southern Pine(sG=0.55) 7/16" 1-318^ 100 Kommerling 4SG TIPS Spacer System
Ultracon+ Concrete(min.3 ksp 1' 1318" See this
3116"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-12' 1-114• INT.GLASS INT.GLASS INT GLASS 101 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for
3/16•steel Uitrecon+ Ungmuted CMU,(ASTM C-90) 1" 1-1/a• 102 Quanex Duraseal Spacer Materials
P.T.Southern Pure(SG-0.55) 9116" 1-318• rm KODISPACE 107 SUPER DU ®
mz sMs 4SG TPS SPACERS NXTr" 1oz RASEAL 103 Cardinal XL Edge Spacer
(steel,18-8 S.S. Steel,A36' 318• 0.050` SPACER REFERENCE TEST REPORTS:FTL-8717,8968&9970
or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(1S Ge.)
B Aluminum,6083-W 318° 0063" POLYIS0. DESICCANT FILL AREA 12"NOM.GLASS
1/4"steel Uttmcon or 'MIN.OF 3 THREADS
P.T.Southern Pine(SG=0.55) 1" 1-3/8` BUTYLENE SITE TYP.
Nlreeon+ BEYONDTHEMETAL SEAL 511s•NOM. 100.103 PRODUCT REVISED
1/4"steel CreteEex P.T.Southern Pine(SG=0.55) 1" 1-3I8• SUBSTRATE. SILICONESEAL a•eomplYo:with the Florida
"UNGROUTED CMU" ROLL-FORMED 72 74 building CCodd•
1!4'steel Aggrelaetor P.T.Southern Pure(SG=0.55) 1" 1J1S° VALUES MAY BE USED FOR STAINLESS STEEL NOA-No. 20-0402.03
114"steel Ultracon Concrete(min.2.S5 ks0 1" 1-I4" GROUTED CMU 6 Ex Iratlon Date• 9 17 2025
Ungmuted CMU,(ASTM C-90) 2-12" 1-V4" APPLICATIONS. EXT.GLASS
C Concrete(min.3 ks0 1.3N6" 1-314" By:
1/4"steel Ultracon+ 78
Ungmuted CMU,(ASTM C-90) 1" 1-1l4" IXTERIOR Miam ad•Produe�YCo trot
1/4"steel Creleftex Concrete(min.3.35 ksl) 1" 1-314'1/4•steel Uhmcon Concrete(min.2.85 ks0 2.12` INT.GLASS 1-X4" 15 C)REVISED ANCHOR TYPE
1/4"steel Ullracorl+ Concrete min.3 ks0 2-12" 1-3/4• TM
1/4"steel Ultraeon+ Ungmuted CMU,(ASTM C-90) 2-12' 1-1/4• ,m SPACER O❑ AKB 03/19/20
O 1/4"steel Creteftex Concrete(min.3.35 ksi) 2-12" 1J/4" o o rc
Ungmuted CMU,(ASTM C-90) 2-12" 1-114"
1/4"steel Aggre-Gator Concrete min.3.275 kso 1-12° 1-313' •, -••'' ••, ,
Grouted CMU,(ASTM C•90) 2` 2" Matelot Min.ksi
Min.Fa
TYP.GLAZING DETAIL
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Steel Screw 92 ksi 95 ksi �.`�L'%V LY/,////�'�,
18-S screw 60 ksi 1 ksi 1070 TECHNOLOGY DRIVE ��'���'• Sc.
Group Anchor iv
Substrate Min.Edge Min. 410 Screw 90 ksi 110 ksi 1,lCENs �i
Distance Embedment' �'• F
Elco/DeWalt Aggre-Gator® 57 ksl ee ksi N.VENICE,FL 34275 Q•:'
2-112'Ring-shank Roofing Naii P.T.Southem Pine(SG=.55) 3/8' 2.71i6• ••�
Eico UltraCorlr9 155 ksi 177 ksi (941)-480.1600 _ No.58705
P.T.Southem Pine(SG=.55) 12' 1-3I8•
010 Tn,ssheed EMS 3/16'DOWBIt UIUaCon+QD 117 ksi 164 ksi -
(eteal,1843 S.S. AlumMum,6063-T5' 3/8'
Steel Stud,Gr.33• 318" 0.0451'(18 Ga.) 1/4'DeWalt UIt2Ccn+41 148 ksi 164 ks) REGISTRATION r/29296 (`
ar 410 S.S.)
F Steel,A36• Ire• 0.050• 410 SS ElcolDewalt CreteFlex® 12Z4 ksi 189:7 ksi O,�°• TE ;'(V�`
alz skis 6063T5Aluminum 16 ksi 22 ksi " VINYL CASEMENT WINDOW NOA LM o 9/9/14 �� S •.,P.T.Southern Pine(SG=.55) 9/16' 1.1/8" F ( ) (^ 'o(ORIOP,._-'`•�\
Aluminum,6063•TS' are• 0.063" A36 Steel 36 ksi 58 ksi i� '9
(stool,18.8 .) Steol Stud,Gr.33• 3/8• 0.050• Gr.33 Steel Stud 33 ksi 45 ksi ^ GLASS/ANCHORS/FRAME OPTIONS e , J ROSOWSKI ONAL
or 4103.5.) o`. o //1111111 L1
Steel,A36• I 318" 0.050'
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. CA-5540 1 NTS 2 OF 11 oz° MD-5540C.0 C A LYPNN MILLER,P.E
h
INSTALLATION- 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3
OPTION 1 NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
ANCHORED THROUGH EDGE DISTANCE DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO CONCRETE/CMU.
FRAME INTO 2X WOOD
SEE NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP. 1/4"MAX.SHIM SEE SHEETS 10&11 1/4^MAX.SHIM EMBEDMENT
SEE NOTE 2,THIS SHEET. EMBEDMENT FOR HARDWARE
FLANGE• EMBEDMENT 80 4
SFHR,gM _ EDGE
'''"� �� DISTANCE
cl } EDGE 6 c O - �•
`1/4"MAX.SHIM DISTANCE 0
- - -15 —TYP.ANCHOR TYPE,
QOE) EMBEDMENTAND c c TYP.ANCHOR TYPE
8 EDGE DISTANCE PER EMBEDMENTAND
SEE SHEETS - SUBSTRATE,SEE — EDGE DISTANCE PER
10 811 FOR TABLE 2,SHEET 2 N CH
SUBSTRATE,SEE
TABLE 2,SHEET2
HARDWARE 11' 2 TYP.AORTYPE, (HINGE JAMB)
,q•
0 EMBEDMENT AND EDGE o o I I 63
HD REINF. Q Q 85 DISTANCE PER SUBSTRATE,
SEE TABLE 2,SHEET 2. FLANGE VISIBLE LIGHT WIDTH —mil 62 'EEOREQUAL-
SHOWNL•'•!•
15
(LOCK JAMB) FRAME HD REINF. -
LEGBBOX
_ TE
NOTES: BUCKWIDTH SHROWN t
0 1)use ONLY HORIZONTAL SECTION A-A
QOoD SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH,
ANCHORS LISTED ON TABLE 2, HINGE&REINFORCEMENT
VISIBLE SEE SHEETS SHEET 2.FOLLOW EMBEDMENT AND
BUCK 0 DADE APPROVED MULLION,FBC COMPLIANTALUMINUMBTEEL FRAMING OR STEEL STUD. '
LIGHT 10&it FOR 'EDGE DISTANCE LIMITS.ANY
HEIGHT MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2.
HEIGHT HARDWARE INSTALLATION OPTION SHOWN MAY 1/4°MAX.
5 - BE USED ON ANY SIDE OF THE SHIM
10 u U WINDOW. 1/4"MAX.SHON
TD• S .REINF. D 2)MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2,SHEET
STANDARD SASH RAIL 2ALL-WOOD BUCKS LESS THAN O�o PEXTERIOR
PRODUCT REVISED
HINGE&REINFORCEMENT, 1-1/2"THICK ARE TO BE CONSIDERED •eeomplying wBh tho Florld•
87 (ALL SIDES) 1X INSTALLATIONS.1X WOOD BUCKS BuSEE SHEETS 10 811 ARE OPTIONAL IF UNIT IS INSTALLED - HOA-No• 20-0402.03
FORHARDWARE DIRECTLY TO SUBSTRATE.WOOD Ex Iratlon Dat•: 8/17/2025
BUCKS DEPICTED AS 2X ARE 1-12" TYP.ANCHOR
HD REINF. THICK OR GREATER 1X AND 2X TYPE,EMBEDMENTBy:EXTERIOR BUCKS(WHEN USED)SHALL BE FLANGE D EDGEEQUAL MI•m ade Produe�Co rolISTANCE PERDESIGNED AND SECURED TO FRAME LEGBBOXPROPERLY TRANSFER LOADS TO SHOWN E,SEE FRAMESEESHEETS LE 2,SHEET 2. C)NO CHANGES THIS SHEET.
THE STRUCTURE.WOOD BUCK SHOWNAK-03/19/20
10&11 FOR DESIGN AND INSTALLATION IS THE o (HINGE JAMB
HARDWARE �]�p TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER SHOWN)
AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 2,SHEET 2. ORARCHITECT OF RECORD. INSTALLATION EXTERIOR INSTALLATION z`
SUB
EQUAL-LEGBOX 1/4"MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT OPTION 4 ,`RI OPTION 4
FRAME SHOWN (ALSO REFERRED TO AS DAYLIGHT AFRAHhOlE 10�� H AFRAME INTO METALH
OPENING)IS MEASURED FROM
• T�T BEADING TO BEADING. \�� QjSY LYNIy�;'�i�i
�''•' ,_ I I 1070 TECHNOLOGY DRIVE `:P��.• OCEN
.• EMBEDMENT N.VENICE,FL 34275
(941)480 1600 _ ; No.58705
VISIBLE LIGHT EDGE DISTANCE FORMULAS REGISTRATION#29296 ;O a E F
�••. �j 2 Q
INSTALLATION WIDTH:BUCK V41DTH-63ra" ,�,'••
OPTION 2 VERTICAL SECTION B-B HEIGHT:BUCK HEIGHT-6314" VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14 %c�`S,'.�toRlDr••.•'���:
SHOWN WITH HEAVY-DUTY SASH,
ANCHORED THROUGH HINGE&REINFORCEMENT e �S�ONAL EN
FRAME DIRECTLY INTO o FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
111 I I I 1111
0
CONCRETECMU. w m
€ 6A-5540 NTS.$ 3 OF 11 2 z1 MD-5540C.0 ¢ C A LYNN MILLER,RE
y H. h P.Etl 68705
INSTALLATION OPTION 5 INSTALLATION OPTION 5
ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN
INTEGRAL FIN INTO ZX WOOD 1/4"MAX.SHIM INTO ZX WOOD FRAME OR BUCKSTRIP. 1/4"MAX.SHIM
FRAME OR BUCKSTRIP.SEE EMBEDMENT EDGE DISTANCE SEE NOTE 2,THIS SHEET. �-.�— EDGE DISTANCE
NOTE 2,THIS SHEET. SEE SHEETS 10&11
TYP.ANCHOR FOR HARDWARE
EDGE DISTANCE TYPE,EMBEDMENT
AND EDGE 80 - 3
DISTANCE PER
J FRAME L� SUBSTRATE•SERE 86 O
SHOWN TABLE 3,SHEET 2. o o
1/4"MAX.SHIM
❑ o O 6 EMB O
EDMENT
EMBEDMENT
I�
TYP.ANCHOR TYPE.EMBEDMENT o o 15 q�O _ AND EDGE DISTANCE PER ❑
� o O
SUBSTRATE,SEE TABLE 3,SHEET 2. 0 in
8 (NAIL SHOWN)
SEESHEETS o o INTEGRAL TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
10&11 FOR FIN HARDWARE 0 63 FRAME
DISTANCE PER SUBSTRATE.
1
11 62 SHOWN SEE TABLE 3,SHEET 2.
HD REINF. O D 85 J FRAME L 15 HD REINF. VISIBLE LIGHT WIDTH EXTERIOR
NOTES: SHOWN
BUCK WIDTH
❑ 0 1)USE ONLY HORIZONTAL SECTION C-C
SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH,
ANCHORS LISTED ON TABLES 2&
0 3,SHEET 2.FOLLOW EMBEDMENT HINGE&REINFORCEMENT
QO�D AND EDGE DISTANCE LIMITS.ANY FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
SEE SHEETS INSTALLATION OPTION SHOWN MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2.
BUCK
VISIBLE 10&it FOR MAY BE USED ON ANY SIDE OF
-
LIGHT THE WINDOW. ALSO FOR DADE-APPROVED MULLION
HEIGHT HARDWARE
HEIGHT
5 2)MASONRY ANCHORS MAY BE �114"MAX.SHIMMAX.SHIM 1/4"MAX.
100 USED INTO WOOD AS PER TABLE 2, SHIM
SHEET 2.ALL WOOD BUCKS LESS
D.REINF. THAN 1-10THICK ARETO BE 0� PRODUCT REVISED
as
1%WOOD BUCKS ARE OPTIONAL IF d
CONSIDERED 1X INSTALLATIONS.
STANDARD SASH RAIL c c Bulldlag CoaB.Wlth the Florlda
HINGE&REINFORCEMENT,
72 UNIT INSTALLED DIRECTLY TO TYP.ANCHOR NOJ►�lo. 20 0402.03
87 (ALL SIDES) SUBSTRATE.WOOD BUCKS
DEPICTED AS 2%ARE 1-12"THICK Q TYPE,EMBEDMENT Q Ex Iratloa Date. 9 17/202
SEE SHEETS 10&11 AND EDGE
OR GREATER 1X AND 2%BUCKS
71 FOR HARDWARE DISTANCE PER � By
(WHEN USED)SHALL BE DESIGNED SUBSTRATE,SEE FIN AND/OR Mlam
HD REINF. 0 AND SECURED TO PROPERLY a�� � made Produe,YCo rol
EXTERIOR TRANSFER LOADS TO THE TASHEEET 23• FLANGE MAY BE
STRUCTURE.WOOD BUCK DESIGN REMOVED IN-FIELD C)REMOVED INSTALLATION
AND INSTALLATION IS THE INTEGRAL FIN OPTION 6,DADE MULLION
SEE SHEETS RESPONSIBILITY OF THE FRAMESHOWN EXTERIOR
10&11 FOR ENGINEER OR ARCHITECT OF �l� NOTE.
HARDWARE aoo RECORD. INSTALLATION sl INSTALLATION 'AK-o3/1s2o
3)VISIBLE LIGHT WIDTH OR OPTION 7 OPTION 8
INTEGRAL FIN ❑�D 1/4'MAX.SHIM HEIGHT(ALSO REFERRED TO AS ANCHORED THROUGH ANCHORED THROUGH
FRAME SHOWN o OPENING)DAYLIGHT TO IS MEASURED INTEGRAL FIN INTO METAL FRAME INTO METAL
FROM BEAD
1070 TECHNOLOGY DRIVE P���•' icENSF���!!�
EDGE N.VENICE,FL 34275
INSTALLATION DISTANCE VISIBLE LIGHT FORMULAS
(941)-480-1600 No.58705
OPTION 5 WIDTH:BUCK WIDTH-6.3/4"
ANCHORED THROUGH HEIGHT:BUCK HEIGHT-63/4" ® ;C/1 ••�
INTEGRAL FIN INTO 2X _ REGISTRATION#29296 l Z� (� 41i
WOOD FRAME OR EMBEDMENT �O�'. `ST TE •�`
= VINYL CASEMENT WINDOW NOA(LM) 9/9114 C� F<ORI°P.•'' \��
BUCKSTRIP.SEE NOTE TYP.ANCHOR TYPE,EMBEDMENT
2, AND EDGE DISTANCE PER r_ �i s ••••' G��
THIS SHEET. VERTICAL SECTIONP TY SASH, �sC EW SHOWN)TABLE 3,SHEET 2. o J-CHANNEL&INTEGRAL FIN FRAME '6 J ROSOWSKI
HINGE&REINFORCEMENT "' o A.LYNN MILLER,P.E.CA-5540 y NTS y 4OF 11 k MD-5540C.0 � C p,E#SB705
ILLUSTRATION OF CASEMENT-TO-CASEMENT QW0 ILLUSTRATION OF-AWNING-TO-CASEMENT-TO-FIXED CASEMENT(XWO)
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
5540 SERIES
A=63'MAX.FOR FIXED CASEMENT o AWNING
WINDOW
A)INDIVIDUAL A=40'MAX.FOR CASEMENT
COMPONENTS: A)MPONE T A=60"MAX.FOR AWNING B)COMBINED (SILL)
5540 SERIES CASEMENT WINDOW COMPONENTS: COMPONENTS:
FRAME ASSEMBLY TUBEIMULL 5540 SERIES I VERTICAL SHALLOW,FLUSH CAP
AWNING SECTION F-F FRAME ASSEMBLY
5540 SERIES ,'/��`` 1�.� WINDOW
CASEMENT WINDOW/( I A '� ANCHOR TUBEIMULL
` WINDOW FRAME % ll 4-MAX.
'" /' \\`� `��- 4"SMS@ 5540 SERIES
TUBE/MULL - - --- F---- yr.— 17°MAXO.C3/THROU K- - CASEMENT
---
ASSEMBLY /` L
-- - - -� -- - a" INSTALLATION HOLES, WINDOW
SEE WINDOWS (HEAD)
APPROVALFOR
F ANCHOR INFO.
MAXIMUM DESIGN 5540 SERIES 127-114"MAX. 127-1/4'MAX.
PRESSURE WHEN CASEMENT
USING THE FRAME WINDOW ADDITIONAL MULLION
ASSEMBLY TUBEIMULL, / / ANCHOR SEE NOTE 3,
SEE NOTE 2: /% THIS SHEET 5540 SERIES
+/-70:0 PSF G CASEMENT
FRAME VERTICAL WINDOW
ASSEMBLY SECTION G-G (SILL)- .
TUSEWULL-�-- � /
B)COMBINED G SHALLOW,FLUSH CAP
COMPONENTS: 8'MAX.,SEE NOTE 3,THIS SHEET EXTERIOR FRAME ASSEMBLY
ADDITIONAL MULLION ANCHOR 5540 SERIES
4'MAX. SEE NOTE 3,THIS SHEET FIXED CASEMENT a TUBEIMULL
4'MAX. —�I .. .
WINDOW 5540 SERIES
B°MAX.• MIN.#10X3/4'SMS@17"
WINDOW SEE NOTE 3, MAX O.C.THROUGH 'WINFIXED CASEMENT
THIS SHEET WINDOW(HEAD)
ANCHOR •UNDER SEPARATE APPROVAL INSTALLATION HOLES,SEE
FRAME ASSEMBLY TUBEIMULL NOTES,ALSO SEE NEXT SHEET: WINDOWS APPROVAL FOR
�- ASSEMBLY - .. ANCHOR INFO. -
63"MAX 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,
TYPE,SHAPE,QUANTITYAND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. PRODUCT REMSED
as eom Iyy11ngg wkh The Florida
2)ANY 5540-SERIES CASEMENT,FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAY BE ATTACHED building Codi
TO THE FRAME ASSEMBLY TUBE/MULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY,USE EACH NOA-No. 20.0402.03
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR Bx Iratlon Date: 911
es-va'MAx.
FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY.
— —I Dr• �
3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,S SHOWN ON Mlam ad�Prorol
.- THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE(MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES.FOR FIN OR J-CHANNEL FRAMES
C)HORIZONTAL ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. C)NO CHANGES THIS SHEET.
SECTION E-E: SHALLOW,FLUSH CAP 4)FOR FLANGE OR EQUAL-LEGIBOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 314' AK-03/19/20
SHEET METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL,UP TO
6540 SERIES 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 CASEMENT JOINTS TO BE SEALED BY INSTALLER
WINDOW 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 ASSEMBLYTUBE/MULL WIDTH. ``11I r l,rr
6)SHEET &6 REFER TO UNCUPPED MULLION - `��� pNY LYNN�,
ASSEMBLIES.FOR CLIPPED MULLION ASSEMBLIES SEE 1070 TECHNOLOGY DRIVE `._��`.•'�1cENSF'•!!�
TUBE MULLION UNDER SEPARATE APPROVAL N.VENICE,'FL 34275 Q-;• F '
FRAME ASSEMBLY TUBEIMULL MIN.#10 X 3/4°SMS®17" 1 '•.�
MAX O.C.THROUGH 941 -480-1600 No.58705
DEEP,FLUSH CAP INSTALLATION_HOLES,SEE - ® ( ) _ *'
_EXTERIOR WINDOWS APPROVAL FOR
SEE SHEET 6 FOR FRAME ANCHOR INFO. - REGISTRATION#
EIMULLION
ASSEMBLY TUB SATE F ((/�
DETAILS VINYL CASEMENT WINDOW NOA.(LM) 0 91911 i��` F[ORID?.-'• \��
o FRAME ASSEMBLY TUBE DETAILS A oma J ROSOWS �NAL
CA-5540 NTS " 5 OF 11 o z MD-5540C.0 C A LYNN MILLER,RE
�, vi P.
58705
HEN USING THE FRAME
ULL
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES CONFIGURATIONS ASSEMB ES WITH MORE THAN 4 UNITS USE CLPPED,TUBE
R
MULLION UNDER SEPARATE APPROVAL.
END CAPINDOWS 1-1/4"
WS SPAN BOTH INSTALL 7 ADDITIONAL GROUP F I�•.—,
WINDOW ANCHOR W ,SEAL WITH ANCHORS THROUGH THE END CAP. 1-1/4"MAX.
SEE NOTE2,SHEEP 5 SILICONE �•-� 81-1/4°MAX fl�
�O O O O `,`�i 63" --�40"MAX. �-+—
�.' MAX.
CASE i CASE CASE CASE r 1-1/4"
--�^� 81-1/4"MAX, 1�•+— 127.1/4" -'CASE
2 OR MORE WINDOWS WITH VERTICAL
FRAME ASSEMBLY TUBEIMULL
(4 WINDOWS MAX.) - CASE 127-114"
1-1/4" - MAX•
EXTERIOR � 127-1/4"M . s6 �� 255-3 MAX.
127414" 4"
63• MAX. , =
FIXED L
�CASEMENP J
v CASE' 2 OR MORE WINDOWS(4
�fr 127-1/4•MAX� WINDOWS MAX.)WITH
255-3/4"MAX. HORIZONTAL FRAME'"
ASSEMBLY TUBEIMULL
2 OR MORE WINDOWS WITH VERTICAL FRAME
SIDE VIEW ASSEMBLY TUBE/MULL.VARIOUS WINDOW
TYPES AND SIZES(4 WINDOWS MAX.) A=63"MAX.FOR FIXED CASEMENT
A=40•MAX.FOR CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP:
FRAME ASSEMBLY TUSE(MULL A "� A--60"MAX.FOR AWNING
FRONT VIEW FRAME ASSEMBLY TUBE NOTE: 1-114"
1)APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME y FIXED f
}IT i� CASE L
ANCHORAGE AND THIS SHEET I PRODUCT REVISED
2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS �-^ as eom Iyy11ngg With the Florida
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS Building Codi
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL 12M71/4° �(o. 20.0402.03
255.3/4 NOA
°
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14°. MAX. Ex Iratlon Date, 9/1_ 7/202
�
' 12 —'A)L
Jil_. 'CASE �' Br
Mlam dada ProduetTa rol
C)NO CHANGES THIS SHEET.
1.250" 'UNDER SEPARATE APPROVAL A '�` AK-03/19120
2 OR MORE WINDOWS(4 •a
WINDOWS MAX)WITH 's
HORIZONTAL FRAME ¢°
1.874" —�•I� 1.874" —_�� •221" —�'I I-f- ASSEMBLY T OWTYPE
REMOVE FOR VARIOUS WINDOW TYPES
.100" (� FIN APPLICATIONS AND SIZES.
3.250" 375" .627•
oso oso° 1.440" 055• N.VENICE FO 3027 DRIVE 0h1 GENSF
97 SHALLOW,FLUSH 92 DEEP FLUSH _� - Qa;• .���
CAP,PVC CAP,PVC (941)-480-1600 •••�
•-- 1.664' . No.58705
EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLY TUBE ® :� •T�•
O90 FRAME ASSEMBLY END CAP,PVC REGISTRATION#29296
TUBE,ALUM 6005-T5
VINYL CASEMENT WINDOW NOA(LM) 9/9/14 ;O�.• Sr rE D
em S F�aRIDP,•N\�:
o FRAME ASSEMBLY TUBE DETAILS B J ROSOWSKI
o /"7, 'ONAL
CA-5540 NTS y G OF 11 oz MD 5540C.0 W C AL pE pS 7051PE
-+� 718"N 7/8"NO 7/8"NOM. -� - - -.•{ 7/8"NOM.
5/16"A/A PVB I I 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB
7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS .
G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
- 100.103 100=103 - 100-1034
100-103 - - -
GLASS TYPE 5: GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 C)NO CHANGES THIS SHEET.
AK-03/19/20
—+{ 7/6"NOM. -+{ 718"NOM. 7/8"NOM. --.{ 7/8"NOM. _
I I I Y U
Ir
5116"H/H SG 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG
O
7/16"AIR SPACE 7/16".AIR SPACE 318"AIR SPACE 3/8"AIR SPACE N °Io0 0
1/8"A GLASS 118"T GLASS 3/16"A GLASS 3/16"T GLASS 09,
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL�
100.703 100.103 100-103 100.103 LU Z LU
v o
N
;2? z JA 0
GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE.12- z v o 0
o r-
z
® g laa
7/8"NOM. - 718°NOM. �+-• _—�•� 7/8'NOM. 7IB"NOM. �•�— Z J (!)I I I W
z 2 F Z
0 F � 0
7/16"A/A SG 7/16"A/A SG 7/16"A/A SG 7/16"A/A SG U Z
5116"AIR SPACE 5/1W AIR SPACE 1/4"AIR SPACE 1/4"AIR SPACE
1/8"A GLASS 1/8"T GLASS 3/16".6 GLASS 3/16"T GLASS > U
aEXTERIOR' aEXTERIOR _ aEXTERIOR aEXTERIORLYN epq •osop saua5.
100 703 100.103 100.103 100 103 \```�\IIII111�f/�,
IN
nlsN �l
GLAZING NOTES: GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16
=ANNEALED -' _ _*: No.58705
A"
°H"=HEAT STRENGTHENED - - - (/f''
-r=TEMPERED"PVB"=.090"TROSIFOL®PVB GLASS TYPES - � S ATC �'••<(/��
BY KURARAY AMERICA INC. - GLASS TYPES 5,.7,9,11,13 %A'•.
'16MAYNOTBEUSED YJRH ' i (�` '•.FLORIDP,.•''�_�
'SG"_.090°SENTRYGLAS®INTERLAYER BY KURARAY 1S MAY NOT BE USED IN
AMERICA,INC. •FIN FRAMES R INTEGRAL •THE HVHZABOVE30'. iS��NAL
1)FOR LAMINATED GLAZING COMPONENTS,SEETABLE 1;SHEET 2 - ,I I I I I I I 11 I\\\ `
2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. A LYNN MILLER,P.E.
RE N 56705
TABLE 4• _ NOTES: '
Window Design Pressure,(+/-psi 1)BUCK DIMENSIONS SHOWN,
sesk.F mr Grasp 5
- 1l8'A CAP,AIRSPACE,1/8'A..090•PVB,1/8•A fiaMm.-conen
Window Buck Width(in) 7Yoa 2)FOR SIZES NOT SHOWN,
ROUND UP TO THE NEXT
Dlimnslons 24 26 28 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472- 33.912 34.365 34.829 35.306 35.797 36 AVAILABLE WIDTH OR HEIGHT
48 ♦651-70 +651-70_ +65/-70 +661-70 +651.70 +GSf•70 +651-70 +65/.70 +65/•70 +65/-70 +65/-70 +65/-70 +65/•70 +651.70 +651-70 +651-70 +651-70 DIMENSION.
60 +651-70 +651-70 +851.70 +65/-70 +651.70 +65/•69.7 +651-69.2 +65/-68.6 +651.68.1 +651.875 +651.67 +651{8.5 +65/-65.9 +W-SE4 064.9 +/-64.4 +/-64.2
66 +651-70 +651-70 4651.70 +651.68.7 +651.68.1 +651.67,5 +65/-67 +65/-66.4 +65/-65.8 +65165.3 +/.64.7 +/-64.2 +1-63.6 +F63.1 +/62.5 +1-62 +/-61.8
70 +651-70 +651-70 +651-70 +65167.5 +65/66.9 +65166.3 +65165.8 +65/65.2 +/64.6 +/64.1 +/-63S +/62.9 +/62A +/61.6 +/61.2 +/60.7 H60.5
71.593 +65/-70 +651-70 +651-70 +65167.1 +65166.5 +65165.9 +65165.3 +/64.8 +164.2 +163.6 +163 +/62,5 +/61.9 +161.3 +160.8 +/60.2 +1.60 '
72 +65/-70 +651-70 .+651-70 +65167 +65166A +65165.8 +651652 +/64.7 +1.64.1 +/63.5 +1629 +16Z4 +/61.8 +/61.2 +/60.7 - +/-60.1
73 +651-70 +651-70 +651.70 1 +65166.7 +65168.1 +65165.6 +165 +/64.4 +163.5 +/63.1 +/62.6 +/62.1 +/6t.5 +/61 +160.4
74 +651.70 +65/•70 +651.70' +65/68.5 +65/45.9 4651-65.3 +/64.6 +163.7 +162.9 1+1-62.3 +/61.7 +/-61.3 +/-60.6 +/60A 75 +651-70 +65/--70 ♦651.70 +65166.2 +G5/65.7 +/-64.7 +1-63.8 +163 +1622 +/60.8 +/60.3 +/•59.9
76 +65l-70 +85/-70 +851-70 +65/68 +65/65.1 +/64 +/63.1 +/624 +/61.6 +/60 +/.59.477 +66/-70 +651-70 +65/•70 +65165.2 +/64.3 +/63.3 +1625 +/61.8 +161 +/•59.3
7B +651-70 +65/-70 +651-70 -+/-64.3 +/63.5 +/6Z7 +/61.9 +/61.2 +/60A
79 +651-70 +651.70 +651-70 +/6q.7 +/62.9 +162.1 +161.4 +/60.6 +/-59.8 MAX.IAMB O.C.SPACING IF
80 +65/-70 +6S/-70 +651-70 +/632 +/62.4 +/61.6 +/60.8 +/-60 ANCHORING 7HROUGHTHE FRAME PER O.CSPACINGIFANCHORING
81 +651-70 +651.70 +65/69.8 +/62.6 +/61.8 +/61 +1602 SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
82 +65/-70 +851-70 +65169.6 +/62.2 +161.3 +/60.5 APPLIES TO&C OR D ANCHORS APPUESTO FANCHORS
83 +BSI-70 +65/-70 +65/69.5 +161.7 +/60.9 (SEETABLE2) (SEE TABLE 31 -
84 1 +651.70 +65/-70 +65169.3 +/61.3 3267' 4"
'
TABLE 5: GLASS TYPES 5,7.9.11.13 Window Design Pressure,(+/_psfl �8 DSe� � &15 MAY NOT BE USED IN
6 THE HVHZABOVE W.
Oi_ 1/8'T CAP,A3PACE,1/8'A.,090"PVB,1 S/B'A Remf.---1 type:
Window Buck Width On)
Dim.mlons 24 26 28 30.683 31.052 31.431 31.819 32217 32.625 33.043 33.472 33.912 34.365 3d.829 35.3DB 35.797 38
48 +651-70 +651-70 +651-70 +651-70 +651-70 +65170 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651.70 +69-70 _+651-70
60 +65/-70 +651-70 +651-70 - +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651.70 +65f-70 +65/-70 +65/-70 +65170 +651-70 +651.70
66 +651-70 +B5/-70 +651.70 +65/-70 +65/-70 +651-70 +65140 +65/-70 +65/-70 +651.70 +65r-70 +65470 +651-70 +651-70 +651-70 +651.70 +65/•70
70 +651-70 .651-70 +es/70 +65/a0 +65170 +65170 +65170 +651-70 +651-70 +65470 +65r-70 +65470 +651.70 +651.70 +65/-70 +65/70 +65170 PRODUCT REVISED
71.593 +651-70 +65f-70 +651.70 +65170 +65170 +65/70 +651-70 +651.70 +65/-70 +651-70 +651.70 +65/70 +651.70 +65/69.6 +661692 +65168.7 +65/68.6 aseom lIC withtha Flodde
72 +651-70 +651.70 -651.70 +651-70 +651-70 +65170 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +65169.7 +65169.2 +65168.8 +65/68.3 Building Coda
73 +651-70 +661-70 +651-70 +651.70 +651.70 +W.70 +651-70 +651-70 +651-70 +65/-70 .65169.8 +65169.1 +65r68.8 +65/68.2 +By67.7 r'��-E'1o' ZL"0402.03
�• 74 +651-70 +651-70 +651-70 +65/-70 +851-70 +651-70 +651-70 +65/-70 +65169.8 +65/69.2 +65/68.8 +65/-68.1 +B5167.6 -65167.1 Ex Iratlon Date• 9 171202P
.a+ 75 +651•70 +651.70 +65I.70 +65/-70 +65/-70 +851-70 +651•70 +651-70 +65/69.1 +65/68.4 +6567.8 +65167 +65166.5 By;
= 76 ♦651.70 +651-70 +65/•70 +651-70 +65/-70 +651-70 +651-70 +65/69.3 +65F68.4 +66167.6 .65166.7 +651-66 N lam dada Produe,YCo rol
m 77 +65/-70 +651.70 +651-70 +651-70 +65/•70 +651-70 +65169.5 +65/68.6 +65167.8 +65/66.9 +651-65.9
78 +65/-70 +65/-70 ♦651.70 +651-70 +651-70 +65169.7 +65f68.8 +65168 +65/67.1 +65168.2 C)NO CHANGES THIS SHEET.
79 +65f-70 4651-70 +6500 ♦651-70 +65169.9 +65169 +651682 +65167.3 +65166.4 MAX.IAMB O.C.SPACING IF AK-03/19120
80 +65/-70 +851-70 +65/-70 +651.70 +65169.3 .85166.4 +65167.5 +65168.6 ANCHORINGTHROUGH THE FRAME PER MAX O.C.SPACING IF ANCHORING
+ THROUGHTHE INTEGRAL FIN PER SHEET4
81 +651.70 +66551-7 +611.7 567 +65167.8 +65166.9 SHEEIS3&4
+5 5 +5 82 +651-70 70 .70 +6568 +86 APPUESTOB,CORDANCHORS APPLIESTO FANCHORS
83 +651-70 +651-70 +65/-70 +65168.6 +66167.6 (SEETABLE2) (SEETABLE3)
Ba +ssao +sswo +65/70 +65/6e.1 32.67' a OkV LYN/y��i•,�
1070 TECHNOLOGY DRIVE `��L,.'.QCENs$-'.•!!
N.VENICE,FL 34275
(941)-480-1600 _*;' No.58705
® - -
_ REGISTRATION p29296 %�) Ep
ZO
-S-S �
VINYL CASEMENT WINDOW NOA(LM) g 9/9/14 '40RIOP,.•' ��;�
g DESIGN PRESSURE TABLES A 4a J ROSOWSKI iSi�ONALIE�G��`
N CA-5540 NTS N 8OF 11 0� MD-5540C.0 � C ALYP E#LI ER RE
TABLE 6:
Window Design Pressure,(+/-psf) �aY
Sash,knee 8 1«Gbse 7&8
311E A CAP,AIRSPACE,1/8-A,.090'PVB,118'A 8 3118-T CAP,AIRSPACE,1/8'A,.09W PVB,1/S'A Reinf«cemen Type: -
Window Buck Width 0n)
Dimensions 30.683 31.052 31.431 31.819 32.217 32.625 33,043 33.472 1 33.912 34.365 1 34.829 35.306 35.797 36
71.593 +651-70 +65/-70 +651-70 +651-70 +651-70 +651.70 +65/-70 +65/-70 +651-70 +651-70 +65r-70 +651-70 +65170 +65170
72 +65170 +65170 +65/-70 +651-70 +651.70 +651-70 +65/70 +651-70 +65170 +651-70 +651-70 +65170 +65r 70 +65170 - - - .PRODUCT REVISED
73 +65170 +6Y-70 +65/-70 +65/-70 +651-70 *65/70 +651-70 +651-70 +65170 +65170 +651-70 +651-70 +65r-70 +651-70 MA)L JAMB O.C.SPACING IF MAX,O.C.SPACING IFANCHORING as aompiring with the Florida
74 +65/-70 +651-70 +651-70 +651-70 +65170 +85l 70 +65170 +65/-70 +65/•70 +65170 +651-70 +65/-70 +65170 +65F70 Building lode
ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PER SHEET NOMNo. 20-0402.03
75 +65170 +65r-70 +651-70 +651-70 +651-70 +65/-70 +651-70 *651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70
76 +651-70 +651-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 4651.70 +651-70 +651.70 +651-70 +851-70 +851-70 APPLIES TO B,C OR D ANCHORS APPUES70,F ANCHORS Ex Iretlon Date' 9/172025
m 77 +651-70 +651-70 +651.70 +651-70 +651-70 _+651-70 +S5F70 +651-70_ _+65/-70-_ +65I-70 +651-70 !651-70 *65170. +651-70 (SEE TABLE 2) (SEETABLE 3) Br.
78 +65/-70 +651-70 +65r70 +651-70 +65/-70 +65r-70 +65/-70 +651-70 +65170 +65/-70 +65/-70 +651-70 +65170 +651-70 12•6r 4e Miam ede Produ o trot
79 +651-70 +85170 +651 70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +69-70 +651.70 +65170
m -
80 +65170 +65'-70 +65170 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +651 70 +651-70 +651-70 +651-70 C)NO CHANGES THIS SHEET.
81 +651-70 +65r-70 +651-70 +65/-70 +651-70. -+65170 +65/-70 +B51-70 +651-70 +651-70 +65170 +65170 +651-70 4651-70 •. AK-03/19/20
82 +651-70 +65470 +651-70 +651-70 +651-70 +651-70 +65170 +651-70 +851-70 +661_70 +65170 +651-70 +651-70 +65/-70
83 +65/-70 +65170 +65/-70 +65/-70 +65/-70 +651-70 +65170 +651-70 +65/-70 +651-70 +65170 +651-70 +6Y-70 .651-70
84 +65!•70 +651-70 1 +65/-70 +651-70 1 +65I-70 +651-70 +65/-70 +65/-70 +651-70 +65170 1 +651 70 +651-70 +65470 +651-70
Ul
TABLE 7: _ > �aB
Window Design Pressure,(+J-psf) p w. .0
Heavy-Lary Usa tNS laele N N U
9,10,11 0 0
1IB'A CAP,AIRSPACE,118'H,.090'SG,11E H 8 1/8'T CAP,AIRSPACE,1!E H..090'SG,1/8'H Sash,lMee nt for Glass &12 0 N e1o0
3/16'A CAP,AIRSPACE,118'H,.09E SG,1/8'H 8 311E T CAP,AIRSPACE,1/8'H,.090'SG,118'H lalydorcemem rye'
Window Buck Width(in) MAX.JAMB O.C.SPACING IF O J Oo dg d
Dimensions 24 26 28 30 32 34.005 35.705 36.621 38.085 39.129 40 ANCHORINGTHROUGH THE FRAME PER Z ll. O 0
ura
SHEETS3&4 2 W
-48 +701-110 +701.110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 U(. d
APPLIFSTOB,CORDANCHORS W- 0D 'ON
-• 60 +70/-110 +701-110 +70/-110 +701-110 +701-110 +7(Y +701-110 +701-110 +701-110 +7(p_710 +70/-110 r Lu v
72 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701_110 +701-110 (SEETAB1,E2) n j
76 +701-110 +701-110 +701-110 +70/-110 +701-110 +701-110 +70/-110 +70t-110 +701-110 +701-110 +70(-110 10.13" O Z Z
m' 84 +701-110 +701.110 +701-110 +701-110 +70%110 +701-110 +701-110 +701-110 +70r-110 +701-110 +7N-110 W U-
16 MAY
YNO BE USED WITH 'GLASS TYPES 9 THROUGH GLASS TYPES 5,7, Op fD O1
815MAYNOTBE USED IN Z
s F-
•FIN FRAMES O THE NVHZ ABOVE 30'. ro S W 7eays
® � Z
TABLE& .0) CO
Window Design Pressure,(+/-psf) 2 (o Z
118'A,CAP,ARSPACE•3116'A,.090'SG,311E A 8 11E T CAP,AIRSPACE,3116'A,.090'SG,311E A Sash, e g We a table 13,14, 0 W W eleas
ed«cerren ¢
Re
3116'A CAP,AIRSPACE,311E A,.09E 311E SG, A 8 3116'T CAP,AIRSPACE,3116-A,.090'SG,311E Typo: 15$16 0-A J 0- N
Window Buck Width on) -j
Dimensions 34.005 34.414 34.834 35.264 3577 55 38.167 36.621 37.096 37.584 38.085 38.6 39.129 39.672 40 Z W U
71.41 +701-110 +701.110 +701-110 -70/_110 +701-110 +70/•110 +70/-110 +70/-110 +701-110 +70/-110 +701-110 +701-110 +701-110 +701-110 > a
72 +701-110 +701.110 +701-110 +70/-110 +701-110 +70/410 +70/-010 .701-110 +701-110 +701-110 +701-110 +701-110 +701-110 s171 0 saue5'
73 +70/410 +70/n10. +701-110 +701-110 +701-110 +701.110 +701-110 +701-110 +701-110 +70%110 +70/-110 +701-110 � ``7 . LY..
74 +70/410 +70/410 +701-110 +701-110 +701-110 +70/410 +701-110 +701-110 +701-110. +701-110 +701-110 . ijA'l :.,IV
75 +701.110 +70%11p +Tor-110 +Tor-110 +70/-110 +7a-110 +701-110 +701-110 +70/-110 +7aF110 - �ICENSF'•,1��
76 +701-110 +7a-110 +701-110 +70I-110 +701-110 +701-110 +701-110 +701-110 +70/-110 ` Q:'_ '•.'p
w 77- +701-110 +701-110 +701-110 +701-110 +70/-010 +701-110 +70/-110 +701-110 ..; No.5g705
= 78 +70/410 +701.110 +701-110 +701-110 +701.110 +701-110 +701-110 1 -
MAX.JAMB O.C.SPACING IF r��5j)-
79 +70/-110 +701-110 +7a-110 +70/-1m +7W_110 +70%110 � � `
ANCHORINGTHROUGH THE FRAME PER �� 221 �:80 +701-110 +701.110 +70/•110 +70/-110 +70/-110 SHEETS3&4 NOTES: �� '• „ (V��
81 +701-110 +70/410 +70/.110 +701-110 1)BUCK DIMENSIONS SHOWN. :��s'•,'10RIDP.•''G���`
82 +701-110 +701.110 +701-110 APPLIESTO B,CORD ANCHORS iv s ""'• ' N
83 +701-110 +701.110 (SEETABLE2) 2)FOR SIZES NOT SHOWN, �1/'OO ALIE�\1�
ROUND UP TO THE NEXT
84 +701-110 1 10.89, AVAILABLE WIDTH OR HEIGHT A LYNN MILLER,P.E.
a DIMENSION. P.E958705 -
_ 2.615" 2.615"
Fnma Height aPalnb� Mal ht Snubb— IO�� D
c 82AS.2 <30.00P 2 L�
32.250'dB.24B' 8 3O.00r<8.ON 3
48.25P66.24r 4 48.001'65.00P 4
65.250•ae24r 5 Maiirat.o00• 5 2.583' 2.583"
]6250'64.a� e
VENT BOTTOM RAIL _
� o D
EXTERIOR 82 OR 60 60 USED ON STD.VENT ONLY ® 075' .075"
o —I 60 SHOWN 62 USED ON HD VENT ONLY �j t — •340" — .6or�-
26 ® I ATTACHED TO
J FRAME JAMB
23 ATTACHED TO BO HD VENT RAIL 5 STANDARD VENT RAIL
A 27 FRAME JAMB 62
ATTACHED TO 80
1.166' 1.168"
24 VENT SIDE RAIL o O 45 44
21 26 0 82 O 60 53 5 1.522" ,075 1.522" ,075'
58 EXTERIOR
FRAME SILL
20
O O HD VENT O STANDARD VENT
EXTERIOR 15 57 17 REINFORCEMENT 10 REINFORCEMENT
ATTACHED TO
FRAME JAMB ® O 0
22
ATTACHED TO r 25 ¢
FRAME JAMB L o ❑
P--
ATTACHED
TO VENT WWI
42
SIDE RAIL PRODUCT REVISED
Q 80 OR 82 as comp!yyiIngg with the Florida
62 SHOWN BuildingCodNOA-No(ration Bate• 9 17 2028
ATTACHED TO I By:
FRAME JAMB L
316' Miam made Produef'C)Kral
.
•864' 301" tl C)REVISED EXTERIOR NOTE.
1 26 Q .754" `o AK-03/19/20
FRAMEJAMB HORIZONTAL HARDWARE SECTION •035" -+-per--� `
g FRAME JAMB 1 0 x
OIG GLAZING EXTRUDED
BEAD B0 SCREEN FRAME
1 FRAME SILL' 1 FRAME SILL \\� 7�
.� �NY•LYNN
1070 TECHNOLOGY DRIVE
o o N.VENICE,FL 34275 Q ?�
(941)-480-1600 _1�: No.58705 =
VERTICAL VERTICAL REGISTRATION#29296 ;�` 3 �h'": lij
,O�'.• STATE OF (v
HARDWARE HARDWARE = VINYL CASEMENT WINDOW NOA(LM) 9/9114 is
NOTES: LOCK JAMB HINGE JAMB o BOM BASSEMBLYA o� J ROSOWSKI s�ONALIENC`��`
1)SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. "
2)INTEGRAL FIN FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. CA-5540 NTS " 10 OF 11 p 2' MD-SS4OC.O (�' A LYNN MILLER,P.E
�° y h P.EN 5870!
T BLE 9:
# Part# Description Materiel 3.500" 3 F .500"
harm came U AR
2 620126 Flange Frame PVC CO-EXTRUDED C
3 620127 Integral Fin Frame PVC WEATHERST�R� WE
4 620128 Equal LeglBox Frame PVC
5 620130 Standard Vent Rail PVC 2.880" 2.880"
6 620173 HD Vent Rail PVC 1 )O❑10 620163 Standard Vent Reinforcement(FUIILength) Alum.6005-T5 11 620104 HD Vent Reinforcement(Full Length) Alum.6005-T575" ,15 6TP247 Weatherstrip,65-/-1 dum. Flex PVC 1� I20 7024 Multi-Point Lack C Steel 6 ❑� �J
21 loll Multi-Point Lock Flat Support Plate C Steel
22 varies with size_ Tie Bar_ __ _ C Steel_ - -_.- _ _ .625"fl-FT(D
219"J - - .625" ,z19°23 20222 Tie BarGuide C Steel 24 7014 Multi-Lock Keeper C Steel J-CHANNEL FRAME O FLANGE FRAME
25 71024X0562PPFX #10-24 x 9118"Phl.PH Machine Screw SS
28 78X34PPTX410 #8 x 3/4'Phi.PH Tek SS 86
27 78XI12PSAX #8 x 1-10 Phi.FH Tek SS 72
3.500" 3.500"
28 20249150 Dyad Operator(names tent<or=to 24").UR C Steel U �
29 20249X/50X Dyad Operator(narrow tent<or=to 24"),UR SS
30 20251/52 Duel Arm Operator(wide tent>24'),UR C Steel CO-EXTRUDED CO-EXTRUDED
31 20251X/52X Dual Arm operator(wide tent>24"L UR SS WEATHERSTRIP WEATHERSTRIP
32 7033 Dual Ann Operator Track SS EXTERIOR 2.880" 2.880"
33 20241/42 HD Dual Arm Operator,UR C Steel
34 1 20241)(142X HD Dual Arm Operator,UR SS Q�� ff:l
---O35 20 31 HD ralorB rTrack St ,p7o •p7o36 703E OperetorBacking Plate C Steel37 20253 OperatorCover O r .Io
38 7030 Operator Gasket White Neoprene MITERED FRAMER
39 Standard Handle C Steel VENT CORNERS jrr
40 7018 Folding Handle CSteel WITH INTERIORAND 84 1.' •219"� •219"
4 7019 T�tendle(Thumbtum) C Steel EXTERIOR WELDS
42 78X12PPMSX 98-32x 1/2"Phi,PH Machine Screw SS O INTEGRAL FIN FRAME O EOUAL LEGBOX FRAME
43 78S34PFAX #8 x 3/4"Phi.FH SS 80
44 78XIPSDX 98 x 1"Phi.FH Tek SS
45 TM—C7032LHIRF Stud Bracket,UR C Steel VENT '
PRODUCT REVISED
46 7MC7032LHXIRHX Stud Bracket,L/R SS ASSEMBLY as comp ng with the Florida
47 20243 HD Stud Bracket,non-handed C Steal 87 BuIIdInB di
DETAIL NDA�Io. 20-0402.03
48 20243X HD Stud Bracket,non-handed SS
49 73337LHIRH Egress Hinge,LIR C Steal SCREEN Expiration Data• 917/2025
X/50 73337LHRHX Egress Hinge,UR SS ASSEMBLY
51 7333aLHIRH Washable Hinge,UR C Steel 72 DETAIL 6tr
52 73338LHY/RHX Washable Hinge.UR SS Mlam ode Producf'Co trol
53 2024510 HD Washable Hinge,UR C Steel NOTES:
54 20245MX HD Washable Hinge,UR SS C)ADDED BACKBEDDING.
55 720247/8 HD Washable Hinge Track,UR C Steel 1)SOME PARTSIOPTIONS NOT SHOWN ON AK-03/19/20
56 720247.BX HD Washable Hinge Track,L/R SS DRAWING FOR CLARITY. 6 •�
57 78X34FPAX #8 x 314"Phi.FH w/97 Head SS
58 731877 Operator Slide Plastic 2)J-CHANNEL FRAME SHOWN,PART#I.OTHER FRAME
60 73346 Snubber CSteel FRAME TYPES.PARTS#2-4,APPLY. 1 ASSEMBLY
62 720256 HD Snubber Die-cast Zinc 3)ITEMS#7-9,12-14,1649.59,61,65-71,73. DETAIL t /
63 7=2PPSMSX #8 x 1/2"Phi.PH SS 75-77.79.Bi-83,88,89&94-99 ARE NOT USED LYA//
64 20187 Anchor Hole Plug PVC AND ARE NOT PART OF THIS APPROVAL �`ON "V-'/ �i
72 720135 Leml IG Glazing Head PVC 1070 TECHNOLOGY DRIVE �`Cl�; L,ICENSF''••C�
74 Backbedding,BE 7700 or Dow 791 or Dow 983 Sitcom 4)ENERGI PVC TO BE LABELED FOR AAMA N.VENICE,FL 34275
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