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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.mlamidade.gov/economy
File COP;'
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "CA-5540" Outswing PVC Casement Window —L.M.L
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 B dated 05/15/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0614.16
rnArtroaoe COUNTY Expiration Date: September17, 2020
Approval Date: September 14, 2017
/6I 17 Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.15-0420.11)
2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1
through JP of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted under previous NOA No.16-0714.11)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series CA5540/CA5440
vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8179, dated 03/31/15, 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 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 5540/5440 vinyl
fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idahnis Ortega, P.E.
(Submitted under NOA No.15-0420.11)
4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94,
with an addendum issued by Fenestration Testing La oratory, Inc.
(Submitted under NOA No.15-0420.11)jS
ManueIP re ,P.E.
Productcontro Ea iner
NOA No. 1 -0614.16
Expiration Date: September17, 2020
Approval Date: September 14, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-Th
Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted under previous 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 (coNTINnD)
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5" Edition (2014) and with
FBC 6' Edition (2017), dated August 29, 2017, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous 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, P.E. (Submitted under NOA No.15-0420.11)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 69, 2016,
signed by Ishaq Chanda, P.E.
G. 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 25/16 and
expiring on 09/17/20.
up-
manuelP.E.
Product Contr 1 Exajniner
NOA N&J1_7,44614.16
Expiration Date: September17,2020
Approval Date: September 14, 2017
E-2
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GENERAL NOTES: SERIES 5540IMPACT RESISTANT. VINYL CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE RECUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING WE HIGH VELOCITY HURRICANE ZONE (KVKZ).
VISIBLE LIGHT FORMULAS
x)9HUTTER&ARE NOT REWIRED WHEN USED IN WINDBORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3D INTHEXVl1Z. THE OUTBOARD LITE (CM)MUSTTEMPERED. WIDTH: BUCK WIDTH-BOIP
3) FOR MASONRY APPLICATIONS IN MUVAI-DARE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FORANCHOR EVAWATIONSWERE SOUTHERN PINE. HEIGHT:BUCKHEIGHT-S-L<•
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANWOR TYPE.
4)AL. WOOD BUCKS LESS THAN I.1/x•THICK ME TO BE CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS WSTALIFD DIRECTLY SUBSTRATE WOOD BUCKS
DEPICTED AS 2XARE 1-IX THICK OR GREATER. IX AND 2XBUCKS (MEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GENERALNOTES....... ...... .__............. _.....
1
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AGA). ELEVATIONS ....................._......... __._.._.........._....1
5) ANCHOR EMBEOMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. WS]ALLAMON ANCHORS SHOULD FRAME'GTASB FANGS& OPRON4_..,_.__-_2
BE SEALED. OVERALL SEW.INGXI.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATON SMALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE WSTRU17DMS. INSTALLATION, FLANGE d EOUALLEG.-_..._.__ 3
INSTALLATION, INTEGRAL FIN dJ{HANNEL_.1
6)MAX 114• SHIMS ME REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOAD.R. MOO BUCKS, FRAMEASSEMBLYTUBE .............
BYOTHERS. MUST BE SUFFICIENRYANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. GLAMNG DETAILS.............. _............. _._.._.__. ]
DESIGN PRESSURES ............. ...._._..... _...... _. B-8
T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TESTPRESSURE, FRAME ANALYSIS AND GLASS PERASTM Elm. BON d ASSEMBLY ................. ••.._...__.__.........1P11
B. POSITLVE DESIGN LOADS BASED ON WATMnU PRESSURE, STRUCTIRWCYCLETESTPRESSURE FRAMEANALYSISMD GLASS PER ASTM E1300.
C. DESIGN LOADS ME BASED ON ALLOWMLE STRESS DESIGNASO.
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESISTWE WINDLOADS CORRESPONDINGTO WE REQUIRED DESIGN PRESSURETHE 3 ln%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OFTHIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFMOHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERMVSSHALL MEETTHE REQUIREMENTS OF THE IFUDMA BUILDING CODE
FOR CORROSION RESISTANCE.
CODES/STANOAR05 USED:
BjMETAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTO BE REVIEWED BYTHEAUTHORITY HAVING JURISDICTION •20A FLORIDA BUNTING CODE(MC), STH EDITION
•AsT FLORIDA BUILDING CODE (MC), 6M EDITION
10) SRREFERENCES: TEST SHADES OF TS CAP COAT3B, PW IBMUSION NCON NOTKELM CRETEPDESIGNLEXNOAELCO FOR
MOD
NST ENERGI CONSTRUCTION.
W OW AFAPAND DOOR PROFILES, ESI NMANj •ANSUAF&0009
BRONZEAIGHTER SHADES OF CM COATED PVC EXIRUSIW NOAS; NATIONAL DESIGN SPECIFICATION FORWOOD CONGNIUGTION.ANSVMbPAN0.58ALUMWUM OESWNMANUAL •ALUMINUM DESIGN
MANUAL.
WOM-2015CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
11) PVB AND SO INTERLAYERS MANUFACTURED BY KURARAY MIERICA INC. •AI519100.12
121 MPLICABLE EGRESS PEDUIREMEMS TO BE REVIEWED BY BUILOWOOFFICNL
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TYP. X-X EQUAL•LEGMOX &
FLANGE FRAME ANCHORAGE
GENERAL NOTES: SERIES 5540IMPACT RESISTANT. VINYL CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE RECUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING WE HIGH VELOCITY HURRICANE ZONE (KVKZ).
VISIBLE LIGHT FORMULAS
x)9HUTTER&ARE NOT REWIRED WHEN USED IN WINDBORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3D INTHEXVl1Z. THE OUTBOARD LITE (CM)MUSTTEMPERED. WIDTH: BUCK WIDTH-BOIP
3) FOR MASONRY APPLICATIONS IN MUVAI-DARE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FORANCHOR EVAWATIONSWERE SOUTHERN PINE. HEIGHT:BUCKHEIGHT-S-L<•
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANWOR TYPE.
4)AL. WOOD BUCKS LESS THAN I.1/x•THICK ME TO BE CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS WSTALIFD DIRECTLY SUBSTRATE WOOD BUCKS
DEPICTED AS 2XARE 1-IX THICK OR GREATER. IX AND 2XBUCKS (MEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GENERALNOTES....... ...... .__............. _.....
1
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AGA). ELEVATIONS ....................._......... __._.._.........._....1
5) ANCHOR EMBEOMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. WS]ALLAMON ANCHORS SHOULD FRAME'GTASB FANGS& OPRON4_..,_.__-_2
BE SEALED. OVERALL SEW.INGXI.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATON SMALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE WSTRU17DMS. INSTALLATION, FLANGE d EOUALLEG.-_..._.__ 3
INSTALLATION, INTEGRAL FIN dJ{HANNEL_.1
6)MAX 114• SHIMS ME REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOAD.R. MOO BUCKS, FRAMEASSEMBLYTUBE .............
BYOTHERS. MUST BE SUFFICIENRYANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. GLAMNG DETAILS.............. _............. _._.._.__. ]
DESIGN PRESSURES ............. ...._._..... _...... _. B-8
T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TESTPRESSURE, FRAME ANALYSIS AND GLASS PERASTM Elm. BON d ASSEMBLY ................. ••.._...__.__.........1P11
B. POSITLVE DESIGN LOADS BASED ON WATMnU PRESSURE, STRUCTIRWCYCLETESTPRESSURE FRAMEANALYSISMD GLASS PER ASTM E1300.
C. DESIGN LOADS ME BASED ON ALLOWMLE STRESS DESIGNASO.
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESISTWE WINDLOADS CORRESPONDINGTO WE REQUIRED DESIGN PRESSURETHE 3 ln%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OFTHIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFMOHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERMVSSHALL MEETTHE REQUIREMENTS OF THE IFUDMA BUILDING CODE
FOR CORROSION RESISTANCE.
CODES/STANOAR05 USED:
BjMETAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTO BE REVIEWED BYTHEAUTHORITY HAVING JURISDICTION •20A FLORIDA BUNTING CODE(MC), STH EDITION
•AsT FLORIDA BUILDING CODE (MC), 6M EDITION
10) SRREFERENCES: TEST SHADES OF TS CAP COAT3B, PW IBMUSION NCON NOTKELM CRETEPDESIGNLEXNOAELCO FOR
MOD
NST ENERGI CONSTRUCTION.
W OW AFAPAND DOOR PROFILES, ESI NMANj •ANSUAF&0009
BRONZEAIGHTER SHADES OF CM COATED PVC EXIRUSIW NOAS; NATIONAL DESIGN SPECIFICATION FORWOOD CONGNIUGTION.ANSVMbPAN0.58ALUMWUM OESWNMANUAL •ALUMINUM DESIGN
MANUAL.
WOM-2015CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
11) PVB AND SO INTERLAYERS MANUFACTURED BY KURARAY MIERICA INC. •AI519100.12
121 MPLICABLE EGRESS PEDUIREMEMS TO BE REVIEWED BY BUILOWOOFFICNL
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100
Kommedklg 4SG TPS Spacer System
101
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See mtl
Sheet. for
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103
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INSTALLATION
LT WOOD FRAME OR BUCKSTRIP, SEE
INSTALLATION OPTION 2 INSTALLATION OPTION 3
OPTION
NOTE 2, THI5 SHEET.
ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX
EDGE DISTANCE
DIRECTLY
INFO CONCREIECMU. BUCKSRI TP INTO CONCRETENCMU.
ANCHOREOTHROUGH
SEE NOTE 2, THIS SHEET.
FRAME INFO 2X WOOD
FRAME OR BUCKSTRIP,
SEE NOTE 2, THIS bHEET.—I-
1/4'MA%SHIM
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SEE SHEETSIE 1/4'MAX SHIM I-.--
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SEE SHEETS
TABLE 2. SHEET 2.
SUBSTRATE,SEE
10&11 FOR
TMU2,SHEET2.
HARDWARE
11
2
TYP.ANCHORTYPE
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I
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HDREMF.
Q 85
DISTANCE PER SUBSTRATE,
17 VISIBLE U[WT WIDTI 82
SEETABLE2.SHEETT. FLANOL
(LOCK JAMB) FRAME
SHOWN
16 Tom'
EXTERIOR
HD PEINF. EOVAL
15IXWOX
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NOTES:
BUCK WIDTH SHOWN
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SEE SHEETS
ANCHORS LISTWONTABLE2,
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SHEET2.FOLLOWEMBEDMENTAMD
HEIGNT LIGHT
10&11 TOR
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HEIGHT
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SEE SHEETS 10& 11
MAX. SHIM
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INSTALLATION EDGE DISTANCE
FrlVERTICAL SECTION B-B
OPTION
SHOWN WITH
HEAW- SASH,
FRAME DIRECTLY INTO
HINGE&REINFORCEMENT
CONCRETEICMU.
2.ALL WOOD BUCKS LESS THAN
1.W TH ICK ARE M BE CONSIDERED
1XINSTAL TIONSAXWOODBUCKS
ARE OPMONA IF UNIT LS INSTALLED
DIRECTLY TO SUBSTRAM WOOD
BUCKS DEPICTED AS MARE 14W
THICK OR GREATER 1XAND 2X
BUCKS (WHEN USED) SHALL BE
DESIGNED AND SECURED TO
PROPERLYTRANSFFRLOADSTO
THE STRUCTURE WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSISILRYOFTHE ENGINEER
OR ARCHTECT OF RECORD.
( OREFERRED LIGHT TOTH OR HEIGHT
(ALSO REDAYLIGHT
OPENING) IS MEASURED
AS RED FROM
BEADINGroBEADING.
VISIBLE LIGHT FORMULAS
WIDTH:BUCKYMTH-"4'
HEIGHT: BUCK HEIGHT-"J
N.
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ANCHORED THROUGHYLYN
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,rONAY L ,. h
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I'l FLANGE & EQUAL-LEG/BOX FRAMES led J ROSOWSKI I %TJn'•.
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*_I
INSTALLATION OPTION 5
ANCHOREDTHROUGH
INTEGRAL FIN IWO 1 WOOD
FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
J CHMNEL
FRAME
SHOWN
V
SEE SHEETS
10811 FOR
MMOWARE 11
HDREW
BUCK VISIBLE
HEIGHT LIGHT
HEIGHT
T2
H
HD REINF.
EXTERIOR
SSHEETS
10811 FOR —
HARDWARE
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TYP.ANCHOR
EDGE DI STANCE TYPE, EMBEDNENT
AND EDGE
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lle MAX. SHIM �l
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AND EDGE DISTANCE PER
SUBSTRATE. SEETABLE 3, SHEET 2.
(NAIL SHOWN)
STANDARD SASH RAR
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(ALL SIDES)
SHIM
t EDGE
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INSTALLATION
OPTION 5
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ANCHO%D7HROUGH
INTEGRAL FIN INTO
ORTYI
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DISTN
THIS SHEET.
VERTICAL SECTION D-D
SUBSTRATE SEE
SHOWN HEAWHRITY
(SCREW SHOWN)
HINGEB%INFORCEMENT
INSTALLATION OPTION S
INSTALLATION OPTION 5
ANCHOREOTHROUGHFRAMEINTO
Imo— 2XWOODFRIMEORBUCKSTRIP.
MCHO%DTHROUGHINTEGRALFIN
IN702XWOODFPPkEORSUCKS7RIP. +{
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SEENOTE2,THISSHEET.
SEE NOTE 2, THIS SHEET.
If EDGE DISTANCE
SEE SHEETS 10811
EMBEDMENT
ULJ e o INTEGRALANCHORTYPE,
FIN EMBEDMENTAND EGGS
JL EL 16 HO RE'NF.� VISIBLE LIGHT WDTH B3 62 SHOOWN DISTANCE 3,SHEESTRAIE,
BEETABLE EHEET 2.
EXTEE�RLLIOR
NOTES: SHOWN �J
BUCK WIDTH
SUBBs TEAPMOPRIAw HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 28 SHOWN WITH HEAW4XTTY SASH.
3, SHEET 2. FOLLOW EMBEDMENT HINGE 8 REINFORCEMENT
AND EDGE DISTANCE LUJITS. ANY
INSTALLATIONOPDONSHOWN DADE MPROVED MULLION- FBC COMPLIANT ALUMIWMISTEEL FRAMING OR STEEL. MD.
MAYBEUSEDONANYSIDEOF MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE5233. SHEET 2.
THE W WDOW.
2) MASONRY MCHORS MAYBE
USED INTO WOOD AE PENTABLE2,
SHEET2.A WOODBUCKSLESS 114-M EHIM 1/4'MA1L
TWWI.IWTHICKAREMBE SHIM
CONSIDERED IX INSTALLATIONS.
IX WOOD BUCKS AHE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY M cl
SUBSTMTE. W000 BUCKS c
DEPICTED AS 2X ARE 1-II
ORGREATERIXAND2XBUCKS 0 TYP.ANCHOR
(WHEN USED)SH BE DESIGNED Q TYPE, EMBEDMENT Q -
ANDSECUREDTOMOPERLY ANDEOGE
TRANSFER LOADS TOTHE DISTANCE PER FRODUCT%VISBO
STRUMIlE.WOODBUCKDESIGN SUBSTMTE,SEE 11 1 R Bad. Pli D���1
ANDWSTALLATIONISTHE TABLES 283. FLPNGE MAYBE O� AsmPIeK ;-C)614,II
RESPONSIBILRY OFTHE 0�� SHEET2 %MOVEIII
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ENGINEMRECORD.ORMCHITECTOF INTEGRAL FINEXTERM � BY
FRAME SHOWN ffTT NT aEv
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DAYUG(ALSONING)ISDTOAS CHORED7HROUGIH`.``1LLY LYNp
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FROM BEADING TO BEADWO. AFRM�IMO METAL AFPAME MO METAL a1?ONIOENSo'f/�/
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CASEMENT WINDOW NOA (LM) g 919114 = * i• N0.56705
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ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O)
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
554OSERIES
M 63' MAX FOR FIXED CASEMENT AWNING
AI INDIVIDUAL A -AT MAX FOR CASEMENTBiCOMSINED WINDOW
COMPONENTS: 5540 SERIES CASEMENT WINDOW AIMPNENT A-WMAXFORAWNING COMPONENTS.
(SILL)
COMPONENTS: COMPONENTS:
FRAMEASSEMBLY MBEMULL 6540 SERIES I VERTICAL SHALLOW, FLUSH CAP
AWNING 1 9ECTON F-F
54 50 SERIES WINDOW A WINDOW FRAMEASSEMBLV
// \\ CASEMENT �' ANCHOR NBFJMVLL
/ \ r 4'MA%
// \\ WINDOW FRAME //\ y
554OSERIES
ASSEMBLY 1rMAX.C.THROUGH CASEMENT
4-MAXTEWNDOWS
INSALLAHOLES
WINDOW
APPROVAL FOR (HEAD)
\\ // MAMMUMOESIGN 5540 SERIES \\ 12]1/4•MpK f \\ 121174'MAX ANCHOR INFO.
- PRESSUREWHEN QSEMENf
1 1 USINOTHEFRPME WINDOW % 84 Lm % ADDNIOWILMUWON
IIIII1 I J ASSEMBLY TUSFAMULL, µCHORSEENOTE3,
1 SEE NOTE 3: // �/ THIS MEET
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BICOMBINED TUBEMULL�
COMPONENTS: 8 MAX, SEENOTE3.THISSHEET / SHALLOW, FLUSH CAP
ADOITIONALMUWONANCHCR 55405EWES / EMERIOR FRAMEASSEMBLY
- SEE NOTE 3, THIS SHEET FOU=D C75EMENT /� i� NBEAMULL
4'MAX —+I NANDON^
/ ��• MIN.6 /0X 314'SMS ♦$ti' FMDCAE5
WINDOW THIS MET Mµ O.C.TiROVGH WINO
CASEMENT
/ \ ANCHOR THIS SHEET INSTAILATONHOLES,SEE WINDDW(MEAD)
// \\ 'UNDER SEPARATE APPROVAL
WINDOWSAPPROVALFOR
/ � E E I \ ANCHORNM.
fiT MAX
L \\\ FMMEASSEMBLYMBEAMULLNOTES.AISOMENEMSHE .
1) DRAWINGS SHOWN ON THIS SHEETARE E%AMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADOMONALCONFIOURATIONS BASED ON WINDOW SQE,
TYPE•SHAPE,QUANTI MDFRAMEASSEMBLYMBEORIENTATIONAREPERMISSIBLEFOLLOWINGTHEGUIDWL SOFTHISSHEET.
2)ANYSS4 MIESCASEMENT,FLXEDCAS W(UNDERSEPARATEAPPROVAL)ORAWNINGWINDOW(UNDERSEPARATEAPPROVAL)MAYBEAT'ACHED
(�--- 81-IWAUX TO THE FRAME ASSEMBLYMMRI BELL. INANYCOMBINATION TOME SPAN VATHE ANDOTH UMITSHOWN. FOR ALL WINDOWS IN ASSEM1IOLY, USEEACH
OWNDOWS INDMDUALAPPROVAL FOR µCHORAGE, SIZE AND DESIGN PRESSURE ULOTAIIONS. THELOWESTDESIGNPNESSUREOFTHEWINDOWSOR
FRAMEASSEMBLYWBEMIULL µPUESTOMEENRREASSEMBLY. M40DUCTRBWSED
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SECTION E-E; 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REWIRED TO BE INSTALLED THRWGM ME WINDOW FRAMES, AS MGMON BwT4uN Cade
SHALLOW, FLUSH CAP THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUSIMULLWHEN USING FLANGE OR EOUALLELVBOX FRAMES. FORFINORJCHANNELFRAMES ARcywmNo) -004. nid�.�..
5540 SERIES 554OSERIES ADDITIONAL ANCHORS AND ENO CAPS ARE REQUIRED AS SHOWN ON SHEET B. 11°O0°�O ' 4VIA:
CASEMENT CASEMENT 4) FOR FLANGE OR EWAL1EO'BOXFRAMES, THE FRAME ASSEMBLY MBE M BE FASTENED TO WINDOW, AS SHOWN IN DETAILS. WITH MIN. 010 X 3W By Ma
WINDOW • WINDOW SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTRY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO
tTMAXO.C..ADDADDMONAMCHORSASNEMM.MEFRAMEASSEMBLYMBEIS NOTREOUIREDTOBECLIPPEDTOTHESUBSTMTEALLEXTERIOR
JOINTSTOBESEALEDBYINSTALLER
NOTEXCTHE EED ATOTAL OF27-1/4' IN WIDTH OR HEIGHT. FROWIN
M WINDOW BUMTOWNDMBBUCKINCLWDINGITHEFTWlA1EA55EMBLYTlBEM1ULLWIDTI.CENTWNMWS V
FRAMEASSEMBLY MBEMULL MIN.010%3l4'SN45®1T 0)SHEET5 A6REFER MUNCMPPED MUWON
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DEEP, FLUSHCAP INSTALLATIONHOLES.SEE ASSEMBLIES, FORCLIPPED MULLION ASSEMBLIES SEE VINYL CASEMENT WINDOW NOA(LM) g 9/9114
EMERIOR MBE MULLION UNDER SEPARATEAPPROVK - -
WINDO R INFO. OVPLFOR
SEESHEET6FO FORFFAME ANCHOR INFO. FRAME ASSEMBLY TUBE DETAILS &S JROSOWSKI ;p S
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WLUON UNDERSEPARATE APPROVAL
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7/18'AIRSPACE 7/18'AIR SPACE 3/8'AIRSPACE 3/8'AIR SPACE
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