HomeMy WebLinkAboutProduct Approval (3) M1AM1•QADE 1%4IAMI--DADE COUNTY,FLORIDA
low PRODUCT CONTROL SUCTION
RECEIVED Ifl KO hL25 Slirrre��e,l R�,pq 208
, � Pl1''� 'c1 =33'15-2474
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) tame,IN I,
NOTICE OF ACCEPTANCE (NOA) � � ia4zI,,Ia t�irad'eAcy—Ibuiltliue
PGT•Industries,Inc. %rc i = a t e COUNTY
1070 Technology Drive `"
North Venice,FL 34275 BOCC
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted�yy�i RER -
Product Control Section to be used in Miami Dade County and other area w 10 th 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,file 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 Zane.
DESCRIPTION:Series"CA-740"Outszwhrg Aluminum Casement Window.-L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-CA740-LM,titled"Casement Window Details-LM&SM",
sheets 1 through 11 of 11, dated 08/08112,with revision D dated 03/13/20,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Mialni-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting tine perfonuance 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 entirely.
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 tine Building Official.
This NOA revises NOA No.17-0614.14 and consists of this page 1 and evidence pages E-1,E-2,E-3 and
E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMhWCOUNTY NOA No.20-0402.02
Expiration Date: April 11,2023
Approval Date:August 13,2020
T8/3/20 Page 1
PGT Industries,Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-1218.09)
2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SW',
sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17,signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-061414)
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, Duraseat®spacer system, Super Spacer'NXTn,I spacer system and XL
Edgerm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc.,Test Reports No. FTL-8717,FTL-8968 and FTL-8970,dated I I/16/15,06/07/16
and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.21)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of a series CA740 outswing
aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test
Report No. FTL-7065,dated 10/05/12, signed and sealed by Marlin D. Brinson,P.E.
(Submitted raider NOA No. 12-1218.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 611'
Edition(2017),dated 06/09/17,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted mauler NOA No. 17-0614.14)
2. Glazing complies with ASTM E1300-04
Manuel PerdP.19'Product Control ExNOA No.20-Expiration Date: April 1
Approval Date:August 13,2020
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(CONTINUED)
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlasO(Clear and White)Glass Interlayers"dated 06/25115,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 511'Edition(2014)and with IF,BC
6111 Edition (2017), dated August 29, 2017, issued by manufacturer,signed and sealed
by Anthony Lynn Miller,P.E.
(Subnritled under NOA No. 17-0614,i4)
2.- Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Subtaided under NOA No. 17-061414)
3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016,
signed by Ishaq Chanda,P.E.
(Suburitted ruiner previous NOA No. 16-0629.21)
G. OTHERS
1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries,Inc. for their Series
"CA-740"Outswing Aluminum Casement Window-L.M.I."approved on 08/11/16
and expiring on 04/11/18.
Manuel PerdP.E.Product Control ExNOA No.20-Expiration Date: April
Approval Date:August 13,2020
E-2
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-CA740-LM, titled"Casement Window Details—LM&SM",
sheets I through 11 of 11,dated 08/08/12,with revision D dated 03/13/20,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static.Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per ASTM F588 and TAS 202-94
along with marked-tip drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14
FTL-20-2107.1,PGT SOD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and
FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20,all signed and sealed by Idalmis Ortega,P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6th
Edition (2017),prepared by manufacturer,dated 06/09/17 and revised and updated to
the FBC 71h Edition (2020) on 03/25/20,signed and sealed by Anthony Lynn Miller,
P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their
"TrosifolO Ultraclear,Clear and Color PVB Glass Interlayers"dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlas®XtraT1.' (SGXT-") Clear Glass Interlayer"dated 05/23/19,
expiring on 05/23/24.
Manuel Perez,P.E.
Product Control EaC.02.0
NOA No.20-Expiration Date: April
Approval Date:August 13,2020
E-3
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61 i Edition (2017)and the
FBC Th Edition(2020),dated March 10,2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated March 10,2020, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section,dated January 10,
2020, signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0614.14, issued to PGT Industries, Inc. for their Series
"CA-740"Outswing Aluminum Casement Window—L.M.I."approved on 09/14/17
and expiring on 04/11/23.
Manuel P rez,P. .
Product Control Ex 1.NOA No.20. 02.02
Expiration Date: April 11, 3
Approval Date:August 13,2020
P1'.-4
en�wllxAlt:p MASS �-•—
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK CASEIAENTWINDOW VARIES, RATED FORLARGE&SrMLL •�O'T L ACK avtlCAMArurnr
$=SHEETSsa MISSILE IMPACT RESISTANCE YITANNFJUa=D AMBAAf+tf 3/te'ANtOT"aOR AYrJOCJW MG
CiA85 AN INQ FffaTdn O 3r1E'AMIGLW OR
1)THISPRODUCTHAS BEEN DESIGNED&TESTFDTO COMPLYWITHTHE S7"WIDTH 4TnS4 ITAT^ T"ERED
REQUIREMENTIS0FTHEFLORIDA9WlDGdGC00E.INCLUDMGTHEHIGH 25.47CMINLO.Q1FWiDTHISVEALED TOMKgp GLASS
VELOCITY HURRICANE ZONE{HWHA. UN DER 33.47E WAD&SILL 1 - <3 ---�
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN,�D-BORNE DEBRIS 4-
MAX mmus.FOR RmLATEOGLAss INSTALLATIONS ABOVE WN THE Hvr¢THE r—+-0,SEE SHEET2 I lvts^GuusSITE 35 ttnt;GLAssgrte
OUTBOARD LITE(CAP)MUSTMWPERED.
3 3
3)FOR MASONRY APPLICATIONS IN MIAMI-0ADE OOUNTY,USE ONLY MUN6FDADE
COUNTY APPROVED wSOtOCYANCHORS.MATSURSUSEDFORANMOR T 171l 32 Q� se
EVALUATIONS WERE SOUTHERN PINE.ASTM COD CONCRETE MASONRYUWTS
AND CONCRETE WITH MIN.K91 PER ANCHOR TYPE,SEETABLE3,SHEET4. A A,SEE O.Q GLASS TYPE 1 GLASS PE 2&3
—� —
4)ALL WOOD WCIts LESSTHAN i-1re THICK ARE TO BE CONSIDERED tx SHEST2 t
INSUALLATIONS.1X WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED \ 7/SNOAL ..��..�� 7m rY0►i
DIRECTLYTOSUBSTRATE.WOOD BUCK3DEPta=AS2KAR81-I1r1 ICKOR i 6"MAX� GtAWSTACc �I -- ----'' �� GRO'LA ATM G�sstndc -•� tne'wTACK
GRENTER.1X AND 2X BUCKS WEN USED)SHALL BE DESIGNED TO PROPERLY II O.C. f l Cuss STACK 1 ��
TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION Illi I urxa6uJ<OawSs
IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITEGTOFRECOR0. MWANWAaZ, ROSlFOL�PIB IWAIMPACE r@hTSTRQ1GYl�lDGI/�S
\ USEANCHOR gt• Y ane•ANtrxtt *w SG0GyXLNUAAV
5)ANCHOR QdBEDN1El�lT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE ; PAIR AT EACH OR
GLASS ANEitICA CdO. GtAss AN6IMA,INc.
OR STUCCO.USE ANCHORS OF SUFFICIENT BABEDMENTAS SPECIFIED ON LIGHT rL JAMBIF Yeomm3nSAWi[iAlIDGR
TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEICKTIS 38 tlt'ANrRAIEo i NEAT•S77tHVGTHENFp GLASS
THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED-OVERALL (DLO) 26'OROVER I�R Ian —r�
SEALtNGNgA"G STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE / HHfE3HT�/1 11n8'GLASS B(TE 11nE GLASS BITE
INSTRUCTIONS. lJJ a
6)SH{MSARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE.PRODUCT IS / 3
NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TFAPSFEPJ 1 G
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BESUPIRCIENTLYANCHORED / 32 � 32 so
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
GLASS TYPES 4 8 5 GLASS TYPES B&7
7)DESIGN PRESSURES
A NEGATIVE DESIGN LOADS BASED ON TEST PRESSURE, 1 ! S NON.
FRAMEANALYSISANDGLASSPERASTMEIWL - GLA:SSTACK , L� GLASS STACK AC
B.POSITWEDESIGNLOADSBASEDONWATERTESTPRESSURE.STRUCTUWUJ GLASS
CYCLE TEST PRESSURE."AMEANALYSISAND GLASS PER AMU E1300. - B �T CDGL-,SS
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. 14.12'MAX.O.C.IF WIDTH IS IWAMSPAC! 0w3Go aY p�RAY
4-MAX. 33.475'&OVER(HEAD&StW 3It6'Ttkvtm Ad(ERRJ�m
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE 3a VISIBLE MASS IH6•ANrlEP16DOR
W INDLOADSCORRESPONDINGTOTHEREQUIREDDESIGNPRESSURET}
33-Y/34W STRESS INCREASE HAS NOT BEEN USED 1N THEOESM OFTH33 OPENING(DLO) 38 S PRODUCT.THE I.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF TYP.ELEVATION OF CASEMENT WINDOW Mm
ANCHORS INTO WOOD.ANCHORSTHATQOME INTO CONTACTtARTH OTHER
DISSIMILAR MATERWSSHALLMEETTHEREQUIREMENTSOFTHEFLORIDA CODES/STANDARDSUSM. 37 11n6"GIAuaBITE
BULLOWG CODE FOR CORROSION RESISTANCE +2020 FLORIDA BUILDING CODE(MC),7TH EDITION
9)REFE WINCES:TEST REPORTS FTL-7065,3575,3S80,3724'.DEWALT ULTRACON• 'AST2D17 FLORIDA BUILDING CODE{EEC),SIFT EOTTiON 3
NOA:ELCO ULTRACON NOA.DEWALTIELCO CPZtl L.E)C NOR;ANSBAF&PAIM •ANSY F&PAE1300 01
•ANSUAFdPANDS4018FORW00DCONSTRUCTION � PRODUCT REVISED
FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL +ALUMINUM DESIGN MANUAL,ADM-2015 N as cong4laq with!fro Fonda
•AISI S100-16 BuUding Code
TABLE 1: .AISC 360-16 GLASS TYPES 8&9 N9A-No. 20-04Q2.02
Glass Types Sheetd tt tt� Revseo eY pcta Rcn: mlonDate• 4/1112023
yy� UPOATEDANCHORAGE VrGLSfd[F.
1 St16 ,Lam)(118 An-.090-PVB-1/8 An) 5 GENERAL NOTES __.�_1 `�•aO�Y L.... .,� J R 03/13/20 F�FBC 2oNC sr.
•••L10EVs No[r. Revi:;": MITI do Piodrrot'Cantrol
2 WI8'Lam((3r18 An-.090'SG-3/18 M) g ELEVATION__...._.._..._...__._...t _.•
3 7/tE L,Er111(3/16 HS-.D00"SG-3I18 F1S) GLAZING PETALS....._..........-.._.t Q;
R1gTALLA710N 2 z*. A)o.53705
4 TIT Lam(.IG(1/8-An-7i16'Air-1/8'An-.060-PV -IV An) 5 ASSQ,IDLYTUBE DETAILS_.--.3 - =T}= p•s 60m, a0"�
s 7/8'LDm1.iG(1/6' -7/1(r -tla An-.OW VB•1/a An) a ANCHOR SPECIFICATIONS_..__-4 �` J :�` GLAZING DETAILS J ROSOWSKI
6 /8'lam!.IG(3l16'AAn-9/4'Alr-311E An-.090'SG-311E Anl B ANCHOR QUANTITIES_-4 1070 TECHNOLOGY DIM port
7 7Ar laml.IG(3118"An-1/4 Alr-3f1E HS-.060-SG-3/16"HB) 7 DESIGN PRESSURES..-....._.__...5•e �0 •,•. TE :•��� N.VENICE. FL 34275 1;ttc,
B 7/aLaml.IG(3r16"T-IWAlr-3MtrAn-.NTSG-3r1EAn) s ASS04UYDETA6SIBOM_.__. .10 i � '•,!�LOn^ID�,. (sal)480-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
FxrRLuloNsrsPACER.__ _ 11 . S C�
9 7!8"lami.IG(3r18'T-118'Alt-3/18'F15-.090"SG-3r1E HS) 7 .,s/ONAL EN�``� 5""°'/u°Qa scolr. sncep Omrl:rlr xe. RID
Eva=TROSIFOL� sYKURARAYAMER>cA INC. ti�rt�Nmtrtk3z``P.e CA-740 NTS 1 OF 11 MD-CA740-LM D
'SCE BYWRARAYAMERICA,INC. P.ER.SD70S RE=PAnoN 29296
INSTALLATION INSTALLATION INSTALLATION
OPTION 4
OPTION 1 EDGE ®GE DISTANCE OPTION 2
INSTALLATION ANCHORS DISTANCE 1NSTALIATION ANCHORS INSTALLATION ANCHORS
INTO2XW000. CONCH U DIRECTI.Y INTO MASONRY. DIRECTLVINTONETAL
AS REQUIRED PER 2EMBEDMENTREQUIRE7118tT BUCKWIDTH
TABM3.SHEET4 ATIAC To 10 11
82 SHIM ATTACHEDTO 1S 16
'AHOHOR 13
�� = VENT$I L 89
STEEL
83 SELF-DRILLING,
AND EDGE •'�. 4 8 32 39' 80 12 Sw SEE ABLET
5 1 OtSTANCE PER
SUBSTRATE. O 20 3 SHEET4
22 23 4 SEETASLE3 •'i :. ---r
SHEET 4. O
e
O SO > 84 18 84 DISTANCE
�— 0 OIS7ANOE �I OPERATORAFM 38
95 37 0 �—
82 82 ATTACHED TOVENT30.L 3 81
ATTACIiEDTO ® ULUON.AROUND
FRAME JAMB ^13 EMBEDMENT 1 �... WIISBLE LIGHT WIDTH(DLO) 3 5 NM
5iEEL FRAAONG OROR
�83 70 ,__FOR SNUBBER REQUtRIMMM, 8 STEEL SMD.
EXTERIOR ATTACHE DTO r \.l\Vll SEETABLE4.SHEET4. - WINDOWMADTH
VEN Timm L OPTIONALADDON mcro OR
to FLANGE LLa HORIZONTAL SECTION A-A V
EGFEss FDRMULAs:
87 1 t SEE D2TAu.r1 WIDTH.WASH HINGE:WINDOW WIDTH-13.12
A1.BELOW
HEIGHT JAMS NOTES NOTES: WIDTH,EGRESS HNGE:WINDOW WIDTH•7-12
14 10 ACRE 1)use ONLY SUBSTRATE•APPROPRIATE R
1)WHENINSTALLING HEGM:WNOOWHEIGHT-6
ANCHORS LISTED ONTABLE3.SHEET'4. / 1CO BINATIONUNMVISIBLELIGFfTFORMULAS:
LIGHT FOLLOWEMBEDMEHTANDEDGE d— ADDITioNALOWALLATIONHEIGHT DISTgpCELMf1'g.ANYtNSTA1IATON ANCHORSMAYNEWT08E WWTN:WNDoNVA H-7
(DLO) H�FTT OPTION SHOWN MAY DE USED ON ANY / / INSTALLED THROUGH THE HmGHT:WNDOWHT]GHT-7
SIDEOFTHEWNDOW. I WINDOWFRAMESAT10'MAX._ FROM EACH SIDE OFTHE FRAMETO ACHEFRAM 2)ALLWOODBUCKS LESS THAN 1-1J2° ASSEMBLYTUaECENTeRUNEAMB wIH
THICK ARE TO BeCONSIDERE0IXSEE7A8LEBELOW
'W TO INSTALLATIONS.IX WOOD SUCKS AREAFRACM EJAMMS - OPTIONAL UNIT MAY BE INSTALLED AdmOmglAmmom Regaled on euh
DIRECTLYT0 SUBSTRATE.WDOOSUCKS -�•'I �•r—`tGINUI L_-rQMOFA0.A2,BELOW SMeoftM Fla"AaaembryTube AT)
(' DEWCTEDAS2X ARE 1.1jrTHICKOR Ae T
ATTA.HEDTO I GREATER 1X AND 2X BUCKS NHHa USED) r
wwTAw
VENTJAMB L SHALL BE DMGNW TO PROPERLY tom.. WI&h. A B.C&0
TRANSFER LOADS TO THE STRUCTURE. t z t1'-25.tT 1 0
62 WOOD BUCK DESIGN AND INSTALLATION _ > •. 1 1
IS THE FtEspONSisiL1TY OFTHE ENGNEER
6.3 ORARCHITECTOFRECORD.MAXIMUM i- Wlaaeer AnahorT
17 SHIMTHICIWESSTOWlAr. 4 Hafatd A B.C&D
1r-zxs t D
82 20 15 tS O SAIL 2V- t t PRODUCT REVISED
DETAIL Al co
21 Al Brndi�g Cea'o
NOA•!ia
B — 80 I111r Raines Dear awtmen: on Dints• 11 023
1 1a 84 SSCKSTRIP.EE `XWOOD
�.``. .. -rS;tr,l i JR 03/13/20 NO CHANGES. e,
THIS SHEET. QC~: a :�F� Revrvsrl W. Dote: Re.Wm MOa 1Ods Produ
TYP ANCHOR TYPE 114•MAX$MAW ;� No.58705
ENBEDMITdTANO EDGE .- ...... Drown
DISTANCE PER SUBSTRATE. •. 0 Deaa+pt:o>r:
S �; CROSS SECTIONS&INSTALLATION J ROSOWSKI
SEETABLEJ.SHEETa. .CONCRETE +• EMBEDMENT O 7 TE
i A �: N.VJdIC EFl�3i27R5 T.Ne Rota
INSTALLATION PtRR RA - ��c���':FcoatoE,.`-G��� (Ba1) 4SO-1600 CASEMENT WINDOW DETAILS-LM St SM 0$/08/12
INSTAWT OPTION txiORS mGEDISTANCE ��ONAL1 ````` se,;oa/koeac storm sneer am.inq rm. ae�
THROUGH tXBtrctcsTR,P VERTICAL SECTION B-B A I's Mllit P.E CA 740 NTS 2 OF 11 MD-CA7404 M D
N70 MASONRY. P.E!lQJOS REOISTRATtON 29295
CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODuGT REMED
ss aola rIth the FT°dde
B`a9dhig
• �-.—10'.SEENOTE7,TT0SSfilB:T NO'A-�i/b. 20-0402.02
"� FIGURE 1: FIGURE2: 740 SERIES
Jo 01—
WINDOW
0 C � loam/ � FRAME ��
1 �4• �� r+ TUBE ASSMAILY FRAM5 ASS£IIAELYTUSE NOTLS`
THISSHEFT D \ t)DFII N° SiONSSHOWNARE
\ \ / 740 SERIES
I.,^ r fPDIMEttS1oNSFROREACH
wWS NOMDUALWINDOW.FOZESN O T
%T
WINDOW RO nNE& B =TOT
Q
MTH
ti
740 740uj
SERFS / DINIETNSIONSHOWNONTHETABLES. fI) aQ
FRAME SERIES FRAM 2)ANY740-SERIESPRODUCT
CAM •ASSEMBLY _ ASSEMBLY__,y,. ((CASEMENT,AWNING OR FIXED Z
WINDOW WINDOW / E TUBE Gg3LBNFJNt)MAYBEATTACt1E0T0 ¢ J J Sg
r I 1 THEFRAMEASSERMYTUSEPOR =
J1J tI 411 `740SEMESS ALLWINDOWS.USETHEWINDOWS U Q w �—
FIXEDWTNDOW / NOAFORANCHORAMSMAND �O Ill —1 U.
DESIGN PRESSURE LIMITATIONS. a O
/ & LLI nco
/ \ 'SEEPRODUCT'SNOAFOR 3)ALLWNNDOWSINTHE O � W
740SF3UES RWALLAMCNSPWS COMBIINATIONWITMUSTSEABLETO N IN D 0
INDIVIDUALLY COMPLY WITH THE �EXCASEMENTTERIOR ;a I THEE ; o o f
VdNoowfl M ` .-] o y Z
V \ / 740 SERIES 740SERfE9 A)�EASSEMS-YTUSETOBE °� $ii O g Z
AWING FASTENED TDWONDWV,AS SHOW N LU
FORSINGLEUNTTS: WINDOW' WINDOW METAL SCREWS.DETAILS.WffHMI USE NTHE SAME fD co
LM.l12X1•SNMLS SPACINGANDOUANTITYASTHE � Z
1)pElg;aAINE YOUR WINDOW 312E T►020UJ
UGH FRAME OPPOSITE FRAMEMEi1 SM O � W 2 A
AND GLASS. INSTALLATION MOLES FRAME ASSEMBLY S`co '• LLI
2)KNOWING YOUR ANCHOR TYPE S)THE FRAME ASSH�M1BI.YTUBE MAY V
AUBEMBtr TUBE �EXCEED 62•IN LENGTH(AS USED ` s Q •�
ANDSUBSTRATE.DETERMINE TUBE tAtFLt72X INAGT'FUWGEDWWDOW)ORBE LL c{J G
YOURANCHOR GROUP FROM MIN.s 12 X M USED IN TEE OR GROSS
TABLE 3,SHEET•. 1•SMS 740 SERIES THROUGH CONAGUPATXNNS.
THROUGH
3)FROM SHEETS 59.FIND THE INSTALLATION CASEMENT INSTALLATION 6)THE FRAME ASSEMBLYTUBE IS
SHEET FOR YOUR GLASSTYPE QR
HOLES WINDOW HOLES NOTREOUIREOTOBECUPPEDTO }nFINDTHEPRODUCTSDESIGN 740 SERIES 740 SEME9 THE SUBST ATE.ALL EXTERIORPRESSURE FROMTHETABLE CASElVIF3NT EXTERIOPRAMSASSEMBLY CI✓SEMENT 740SERIES JOINTS TO BE SEALED BY INSTALLER E'$
LABELED'DESI GN PRESSURE _n
(PS9 FOR SWGLEW AIDOWS.ALL WINDOW V TUBE WINDOW EXTEROR FOXED 7)FOR ALL COMBMATION UNTIS.
3—
ANCHORGROUPS'. CASEMENT ADDITIONAL BE INSTTLLEANCHORS v
H0R40NTAL SECTION 0•C WIDOW MAY NEED TO BE INSTALLED C v
4)DMENSONS SHOWN ARE THROUGH THE WINDOW FRAMESAT g z
TiP-TO-TIP.FOR SIZES NOT 707l 'MAX FROM EACH SIDE OF THE -
SHOWN,ROUNDUP TO-me NEXT FORfFOR�4CHWNDpWNAVERTI�YORHORIZONTALLYCOMBIh1EDASS9SYI�YORHORIZONTALLYCOMMEDASS9ff�iY: VERTICAL SECTION D-D VERTICAL SECTIONS-E FRAMEASSEMBLYTUSE
AVA)LABLE WIDTH OR HEIGHT CENTTT•3tL"E.SEE TABLE BELOW. t .• r�
DIMENSION SHOWN ON THE t)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SDI AND GLASS MAXEUP.SEE FIGURES 1 2,THIS SHEET.DETE YOUR ANCHOR GROUP FROM TABLE 3,SNEET4.
TABLES, Add#tolltlAnettotaRsqul+¢EcneaeA `�` ��•_...•.
2)FROM SHEETS 5-9.FIND THE SHEET FOR YOUR GLASS TYPE. $We aftho Frame Aft(FAT)
�tS�:' )ICENSF••.{���i.
5)l1SING THE TABLE I.ABELEV I.. Window Anchor
%VNDOWAAlCMORSREOWPAV 3)FIND THE DESIGN PRESSURE FROM THETAB]FSLABELED TESTGNPRE=RElP39 FOR WWDOWSA7TAONEDTOAVERTICALFRAMEASSEAOLYTIVar OR'DESIGN y&Idry A S.CSD =�T: No.`870S -
(TASLE$SHEET4�OETE"WE PRESSUREMSMFO)tMNOOWSA7TACNED7OAh%V=WXM;t4WAWZMBl.Y7U8E; DEPENDING ON WHICH WAY THE FRAMEASSEMKYT♦JBEISORIENTATED.THIS = 7t-
z 2&T 1 0
7HENUINBEROFANCHORS MUST BEDONE f-0REACH WIDOWN THE ASSEMBLY.AND THE LOWEST DESIGN PRESSUREAFPUFSTOT#iEEPmREASSBW8LY.0OHSSHOVWTARETIPTOTIP. 17-- -
NEEOEDINTHEMEAD.SILLAND FORS12ESNOTSMOWN.ROUNDUPTOTHENEXTAVAILAELEYIOMCRNWHTOIUBMONSHOWNONTHETABLE3. 217« t 1
JAMBS OF YOUR WINDOW. f- WmCow A=hot OZ•.. ST uJ;
4)USING THETABELABELED WWOWANCHORSREONRMD'(TABLE2.SHEET4).DETFRMNETHENUMBEROFANCHORSNEEDEDNTHEHEAD.S9IAND JAUSS OF Have A B.C&O :�jp`• 4'(OmDP,:'
1311NSTALLASPERTHE YOURVIIRIDOW. 1T-28.B' 1 0 pis G
74MOTIONSONSHEETz. ___ "';, 0NAL E����•
VIE672).ANDTHATFAN.012 INSTRUCTIONS ORS ARE TOBE USED THROUGH THE FRAME NTOTHE FRAME ASSFMBLYTUBE(SEE DEDIO.S SHEtT).WWOW MAW INTO THE SUBSTRATE MAY�REQU07ED(SEE �' t t ALS(dtl , b�E
P.Es6e705
NWow How cm) � i
V1ANp 9 9 p q Rho 9 q q � � �Y�g Fa N� � 4
g Egli
R Rp N j=N N N P N p N W N O N MI-1-1-
N P N N N N D
,cQe•un Sy�zzWW N qy W 2 y> CF
ro�NPN NO NPNW NPN PN ANNNN m�q .
$F aS 4 5F '1Y' iS Q N P N W N o N W N W N►N P N p N N N N l�Q�`
3 Q }) U rr N W N W N 0 N W N P N...N A N N N N O$Q
N(, VV RI N
4l� �. ��..' ~p?'��;• �i � S•i i y� 'i� �"� ��W
of D i l �t • • • t�CJp
C
:4q 449 g9ygq '94419J :440 -11
8 D N P N O N W N W N W N A N P N p N N N()
�gijpp �i ¢ i q
g14`s 4((��°799e19 ;JY s ur Yr uN431-3+Gbub.N W N>
r FJ N � N b N P N W N W N W N P N A N N N N ID
T Z N O N W N W N W N A N p N A N ANNNN D �
p (� S P g P p A�, P�" P D P P •P A o A N p N> �j? Cn�
e I
(D��j C� •� WX m`9 P•p {RN�V�YP VOYO Y W G O V ANNNN Oa�7 G
p D (A P T�1� 9 D N �I g tmS� N P N O N O N W N m N A N P N A N N N N A x$$$
s cyC D OS m IN y nyj 9E
(n Q N m N o N W N P N A N A N A N A N N N N D
m 11f1 �n Z WWa $ fiY I m
S �'•-i �i N NO iA pA' Pt P NPNA aAmPW ►NAND
•��D D � � O� 71� > � � � �; �C� � ��upY�Gb Yo4P VP YAVAWN VN m�S.�
{Y.• -11 i f101 X V�11 '� !1 -1 a ��••
yN I�lm p>.. a Q 3 D 718 �N PNONP VO VO Y W VAV ►NNNN D
fTaT� CD�+ 41
R + °y � y 70!•� �4 �� � � b P� C� � NmNmNONO NANA NA NPNNNNO
tICC�i1I AAA 1�1 Z> tM7 � mmm RI 222"' O YYY
� C
'o •'� p A N G N W p N P b P P N P >
q�.��( lySylt vF O 6 jDZ� �j C} Y G o W se CA W W Y o V A Y N W N m
�m O O3s WmYOWWVW WP WAW A4N YN()
yy mp ^ T
• n m Jill
SSS II�1 VVN11 Cz L IITI �Yr, G� b 1 W y W isW N P 4 P P b W V N o N>
.A W O V m G b Y b P W A P A A Y N Y N W
m A O m iJJ�-1 w P W P W P V P Y W V O W AW N W N Q
5
x x \xf
{ Qi Q
q n
T —�
J
A
Revised y: Oola erswW
• ``�����d ,�. 9�r�' J ROSOWSKI 03/13/20 MAT.PROP.TABLE g �
> �y•; ti � ,= vote: �e
J ROSOWSKI 08/08/12
5 n;a T
m T:; ANCHOR TYPE AND QUANTITY
fOHOVEHCCEf*FL034275� nue:
'20 (941) 480-1600 CASEMENT WINDOW DETAILS-LM&SM o
,'iC�/I/••''•.•..•••'t�•.``��` Sorw deF. we! Shoat: OsoMLly Ab. Aev
Ft 1,�``� CA-740 NTS 4 OF 11 MD-CA740-LM D
11 a 1111 HEOMMT1014 029296
t�� VYMONgHd� � y NW�vFhgghl
�+ 4!
'4
c dye, ♦ y . ♦ . ; ♦ l � ` ♦ ��
He fJ .a
q��y ! ♦ `�`i��``y m � yC a Q O � O 4 O �t11 bl� $ O O 8
i-All i i
bvv 2 y Qga py
11p
A U+ -
g g IINF
�OaA � S � >
m
j
W W A S 3 D
i m + ++ a z
0
HUMHUM � � �5 �L � � > �
@ o V '' W O• W � y
�A
p T g
A -e N A
al `�
� e ot � C
t Pm � � SC.
A
Reis Data
ROSOWSKI 03/13/20 NO CHANGES.
J ROSOWSKI 08108/12 p Y�
DESIGN PRESSURES PER GLAZING TYPE °
r:o -',• 1070 TECNUXOGY 0141VE 5
.y'^ $ M r 1 H.VEMCE.FL 34278 DYs:
2�., r' y (941) 480-16DO CASEMENT WINDOW DETAILS-LM&SM
1ti.."........ ���� Series/Mood: Sco1r. SheN: OraMnp Ra. Rer.
REMSrnATroN 29298 CA-740 NTS 5 OF 19 MD-CA740-LM D
Lwa.wrrriznt � NlMobtidp•4 1 WodawHerem �
q+ AA pp r qp q� y y� gg 7{t��
zz 00tt WW °°°444 �711 °J
10
1111+
a go$1 8a8slalrsass
• (G�`� y J W 11111
O D V N O 88 O O It 0
gig
.`J /ice (�� � � a 3 }�.w♦ Ny (.i«
°
$ $1$1$0
poow d2 a2, ♦ « • « r ��
r44
0
a
wr
lax 41011
r
g 1t � � gm
RoviWd W. Data ens. :
.�`` t1d ''• J ROSOWSKI 03/13/20 NO CHANGES. `° o
do=_ J RosowsKI 08/08/12 '6
to A W 1 m � DescAplkn:
< 1
t,
- DESIGN PRESSURES PER GLAZING TYPE °
r ., 0 1070 TECHNOLOGY DRiYE T'rk.
N
vim�. t7.VENtCE.R 34275
t"%fGl'•. 0 .;�£ (941)480-1600 CASEMENT WINDOW DETAILS-LM&SM i 3r
' e�R...�•���`��� See,/a�e0et See:e: Sreut Ororfip No. Ray. � $�
1teclsmnnaa zszss CA-740 NTS 6 OF 11 MD-CA740-LM D W GS
till
ti VNodogw(HQ�elpphl l`�'ga El
i #1 9s
TA
H' f� 'i � ^3 `SYs9 � KMMMJi
gin
fe
I �
J
V ♦ gg
x Y �
��xg a m ♦ m � y �m���g � mg � s�� � a �° _w
il rnrnco
jig k
u E 8 is w
lit
u 11 ' �'�
b :. m
41
Mill � 9m
N
Ell m
�w
1 , ♦ +
g 1.
O
%i�
Rrfif,d By. OafC. Refrs•oa:
J ROSOWSKI 03/13/20 NO CHANGES. 119
ROSOWSKI 08/08/12
La �
p Daswtpraa:
� r c -p:< - DESIGN PRESSURES PER GLAZING TYPEn
0• 1070 fECNttOLOCY ORNE
(94q 460-1600 CASEMENT WINDOW DETAILS-LM&SM
N. VENICE, FL 34275
��i,.r��•.•••••••��`���� Sa:fes�/tJadel: Scots. Shah Rrort�nq lb. Rav � N
I REMRsnor, 29296 CA-740 NTS 7OP11 I MO-CA740-LM D
Y
� +,a�trati -' kti,r.wrldpht -� ttitr�owtktgh� i
w �
El
I 'I's
cl
��♦ ♦p�p��♦ �i&yob ♦ ♦ ygi y+♦� i • i ♦ ♦
IN
CIS 4
101.1.0'. x
���$��$m � � � N 10� � � 3 K e L i i i ♦ i,
m
D
ci
mrtn i + ♦ i \ y ♦ 4
{ a UIA 44gD
, • { \ , . � O
. z �Zm
rq
11 O � ' �. ♦ S �Q L' D
pT
� t
4411411I tJ7 JJ Romed Bt. Date.. hston.. ;
J ROSOWSKI 03/13/20 NO CHANGES. a s o
J ROSOWSKI 08/08/12
DESIGN PRESSURES PER GLAZING TYPE
,� _ y m � y:—'••1070 TECt4N01.06Y OflNE
VENE. I. 75 Atlec
�sa,�IC aeo-4F3a2
600 CASEMENT WINDOW DETAILS-LM&SM
ScfkVW.Oel• Sca7c: shf.' Wo.ing Na _ Rar. •'
'JrJttn+4"` BECfsrnnu0ri 2.: CA-740 NTS 8OF19 MD-CA740-LM D
• � � NLdcek•ylq ~ 1hlndowHdphl `I NRndatvFldp}It '�
nj 41,1141 qlll 111,141 ca 4
cl
,1���y��q � + y�`.1 � � � ♦ + � CQ 4[� O O O O O O O O O O
g g b 8 Y'•r[g jyp: Aa
% • b 9 SQLii 1111,1 4 ljfjjt$*j
as
$ r xg alow
FFi
LEE �
T gTj
g
A
T -•Tyr �� :1�� 4 � Y � a
•
'+ a
8�p
H
D a
Iffio
g" llkli*l4t1,
piS5�gyjl i� n
(/� � F 7•n J� � 1 .ypr{f�Vr�a JR. 4 O
pig
`1111111 I11/ rt11 Miled B1. Date.. lwifo.:
LN
J ROSOWSKI 03/13/20 NO CHANGES. 9
t7ro.a of DOif: p
a' J ROSOWSKI 08/08/12 R°
DESIGN PRESSURES PER GLAZING TYPE
Y c 1070 7ECIMLOGY Of11YE
v'�,'• "' •'�' � N. VEHICE, FL 34275 Title:
(941> aao_IGoo CASEMENT WINDOW DETAILS-LM&SM �
serkwWo lit Seole: e.t tkain g lea. R.r.
��''I t 11 1"�`� AEctsrwlnor+ 29296 CA-740 NTS 9 OF 11 MD-CA740-LM I D
TABLE21k
"am owe.• ca DeacrlPtlon ustenat ASSEMBLY DETAILS
me 6
2 M1 ArWJW Plats W63-M Alum. ALL DETAILS SHOWN FROM THE 198WR
3 7003 Sa-t Top.9ttmn a Slda Rail 6063-75 Alum.
4 7008 Frame C4fhar Kay Stool
5 7009 sashComarKey Steel 8
6 7078 Fraelo Gas)tot v:Ayj Foam
7 70 Comer Foam
a 1 7070 Bulb WnAwStrip
,18)•x&W Flex PVC TO
10 7024 maim M=4,ant a teal
1 7028 l.oak Support Plata Stool
12 7014 MOO-ockr" r Steel SASH
14 7015 BwAAssomMy s is ASMuuzEnPe> CORNERS
1 Maxim rator.WWo24' Stool 7ABLE3,SHIMT4 Z 1
16 7027 Maxim Dual Arm ,WW-24' Stool
100
17 703D Operate:Gasket Vmyl Foam LG
to 7031 OperaWBeckimPkte Steel
19 7051 Opofflor spoor Islock Nylon b
2D 7032 StdBracket S1881
21 7033 Oporalm Track 8 Slldar(Dual Arm) Steel 7 i
22 7OZ3 E Kme OW).MalaK aY T Steer 3
23 7060 Ew w MMWWasftaW M Mamd by Tmth steel
24 Srwbbw,An"uv aut; $t001
32 1713 Se0ing Block 5132•x 3116•x 1-114• EPDM
33 1714 acing Book 573Y x 7116,x 1-ve EPDM 5
35 70w tarnl Bead 8 -S-OUN Alum.
36 7042 Laml Bead C -W63-T6awn.
37 70M UuW Baas D SM-TO Alum.
38 127A Vinyl SWD ) FW PVC 70
39 1225 Vinyl Bulb V420 CMn) Most PVC 70
w Dow 781.09 or=Baelmeddirtg siAcone
W 70W Scmorl Frame 3105-H14Atum.
61 7040-NomwComerKey
R semen Cloth FiboMinas 1
63 163s S ii S EM,PVC
64 scroon Sp-spogg slaws Stool
70 134 AddonFia 600348Alum.
71 7004 FrameAasyTuDe 6063-78AlWn. D INTERIOR
60 e18 Y2 x 112• n.Mach. erTYPE B -go kas Stoat
61 1157 xisx 1w PR Pn.SMS strokes stool 8
82 IBx WE.A.PR ea SMS Stdnle Stool
03 ow
77W A. SMs stalnkxe Steel 4
84 x 1' 1,Ph.7E Staint"s Stall
65 D8 x Y Quad P"SS
Stokbsa stool
.89 X1-1/2 Quad Pn SMS staalkes steel FRAME
w atox 11 PnJ I EK statniecsSteel PRODUCT REVISED
li9 10TAx ti118'Ph.Pn.TYP F stairikss Stool CORNERS r r wm,the Floras
2x 1'Ph.Pn,TEK Stffinieee Steel
i
»oa-tee. 2o.oaoa.oz
♦♦� .• rir Reviwd BY- Deb.-.
Avvi7en: Et@ir�llOn dat0• 1
112023
♦ 1 r ♦ `7
♦` ......
.... '�• JR 03/13/20 ADDEDBAMMIEDDtNG. t;1r +�
te'•.`C� Raviaad ay. Darr. Niam�ade Prod
No.587D3
-� �� Deaerlpliert: Dram�^.
' �' BOM AND CORNER VIEW J ROSOWSKI
�,�'•, %AF� (V�: t K VENICE.FL 3427� 71b Darr
��`s'••70R1AP,••''�2♦� (941) 480-160p CASEMENT WINDOW DETAILS-LM&SM 08/08/12
fVAL��Gi``� sec; uoean Scare snen: ue. l¢nr
ai( oE CA-740 NTS 10 OF 11 DM -CA740-LM D
P.e.ose7os RMISMnDN 22296
NOlA. a3°
T ,125'
2fItS'
SILICONE HOT-MELT BUTYL .43r N.O 2701'
STRUCTURAL
SILCONE t.,59-
STRUCTURAL
POLYISOBUTYLENE DESICCANT .0w
1/4'NOWvm 3711r NOM. VW 2199'
WRH DESICCANT
EXT.GLASS f7CT GLASS FRAME HEAD, SASH TOP, FRAME
SILL&JAMB O BOTTOM&SIDE 71 ASSEMBLY TUBE
#7002,6063-76 #7003,6063-T6 97004,8E63-•T6
it
INT.GLASS INT.GLASS 1,351r �+--
I
100 KODISPACE 101 SUPER 1, •°'°°- '•°°°` 1.1ar —('-� .°s°'
48G TPS SPACER®NXT- osr -T .42r —{
FDCED
OANCHORPIATE O SCREEN FRAME 70 ADDON FLANGE
ALUMINUM #7071,6063-T6 #7006,3105-H14 #134•6063-76
REINFORCEMENT POLYISO. DESICCANT FILL AREA
BUTYLENE 6116'NOfA.
6N8•NOM SEAL
SIUC0NE SEAL 70�
DESICCANT ROLL-FOR1AED -1w 1 .57
FOAM STAINLESS STEEL-'
M GLASS
SM.GLASS -867
BEAD B BEAD C
INT.GLASS INT.GLASS O #7036,6063-T6 #7042,6063-76
t02 DURASEAL@ t03 XL EDGE'"'
SPACER SPACER r" -17r
.a70--L-ow..o •
T 7-4 �— As-
BEAD D PRODUCT RJEWED
#7059,6063 T6 �� wf h the FhwUa
Perth Description. Material
100 Kwnmedi 4SGTPSS tem �, rri'� NOANe. 20A402G2
urcI pacer Sys , R��a ey Dma Rr+mo: iratlon Date 11120
101 Quaneu super spacer nXTwith Hot Melt Butyl See this JR 03/13120 NO CHANGES.
Sheet for
102 Quanex Duraseal Spacer �:• ,'•�1>�� RacoC Br• oo+e: Re�•h%m: wain e!e ProAu
Materials >k: No.68705
103 Cardinal XL Edge Spacer _
CE TEST REPO 15:Fri-5717,W196 WO =-O;✓� ® A-acrpr o,r. D—Bk
=moo 2 ATE
o: �c EXTRUSIONS&SPACERS J ROSOWSKI
T •. �: 1070 TECHNOLOGY DRWE
•`•:c<ORIOP ���� N.VE►ICE• FL 54275 n '
�'�iscS'/ >.1G�• (941) 480-1600 CASEMENT WINDOW DETAILS-LM&SM 108108112
���111 I111� Seriey�A(eph ScoN: 9,eet: Wo.inp Na R[YirSTRATiON 29290 Rer.
aLrRNfma�xpr CA-740 NTS 11OF11 MD-CA740-LM D
'- P,Efi 6tr705