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HomeMy WebLinkAboutProduct Approval (2) i 3/1212015 Florida Building Code Online ---sue-=r- - �'�'-•-�----"-"�,r �,r -- .y �-,�-�--<z«----T-----"' - -aa,=Yr�� Florida Departments SCIS Home Log In User Registration Hot Topics i Submit Surcharge ( Stats&Facts Publication's I F�HGtS�a BCIS Site Map I Links I Search y 1 Busines Pro i ssi I a product Approval 9 66 USER:Public User 9 ti Regulation YY ry a i Product Aooroval Menu>Product or Application Search>Appllcatlon List>Application Detail Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR,Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 10030 Bavaria Road Ft. Myers,FL 33913 thoar @east r etaExt 4314 REVIEWED FOR thoard@easternmetai,com Authorized Signature Timothy Hoard CODE COMPLIANCErST. LUCIE COUNTY thoard@easternmetai.co Technical Representative BOC C Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category - ■ r�, c Subcategory 9�in1jlSf�uhg.. .; C Copy Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I,S,2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By • ry Product Approval Method Method 1 Option A https:IANww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7badr84Al7t°/`2bvRchs3vtYw]XmegiBjx4w%3d%3d 1/4 i 3/12/2015 Florida Building Code Online i Date Submitted 11/07/2012 Date Validated 11/15/2012 j Date Pending FBC Approval Date Approved 11/20/2012 Date Revised 10/30/2014 i ;Summary of Products i FL# Model,Number or Name Description 14604.1 Series"1000"Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R2 C CAC NI006177.01-R2.odf Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI006177.02.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2015 Other:Configuration: O/X Max. Frame Size: W-53" H-77" Installation Instructions Max.Vent Size: W-50" H-38"Glazing: Monolithic or I.G. FL14604 R2 II EAS009 2010 CC SS,ndf Annealed Glass Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R2 AE PER 1668 SS.odf Created by Independent Third Party: Yes 14604.2 Series"FWI 1000"Aluminum Impact Single Hung Window Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R2 C CAC 11-1102.11.odf Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI006148.Ol.pdf Impact Resistant:Yes FL14604 R2 C CAC NI010670.PDF Design Pressure:N/A Quality Assurance Contract Expiration Date Other.Refer to drawing EAS010 for Window Size, Glazing, & 12/31/2014 Design Pressure Rating, Impact Interlayer Approved under Installation Instructions NOA 11-1102.11 FL14604 R2 II EASO10 2010 CC SS.odf Verified By:Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R2 AE PER 1669 SS.odf Created by Independent Third Party: Yes 14604.3 Series"FWI 1000"Aluminum Impact Single Hung Window Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R2 C CAC NI006148.O1.0f Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI009020.01-R1.PDF Impact Resistant:Yes FL14604 R2 C CAC NI009020.02.pdf Design Pressure:N/A FL14604 R2 C CAC NI009020.03-R1.PDF Other: Refer to drawing EASO55 for Window Size, Glazing, & FL14604 R2 C CAC NI010670.Oi.odf Design Pressure Rating, Impact Interlayer Approved under FL14604 R2 C CAC NI010670.PDF NOAs 11-1102.11, 11.1102.10,&08-0709,04 Quality Assurance Contract Expiration Date 12/31/2014 installation Instructions FL14604 R2 II EAS055 SS.ndf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14604 R2 AE PER2195 SS.odf Created by Independent Third Party: Yes 4 -�. ;<FWI10© na►bri�.FiYi>'ia "Si 19' � ®��-���-� =k �- q.,���.�sm" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R2 C CAC 08-0709.04.Ddf Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI009020.02.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 09/30/2015 Other:Configuration: O/X Max. Frame Size: W-53" H-96" Installation Instructions Max.Vent Size: W-50"H-48"Glazing: Laminate-1/8" FL14604 R2 II EAS008 2010 CC SS.odf Annealed Glass/0.090"Safety-Plus II Interlayer/l/8" Verified By: Alexis Spyrou,P.E. Florida P.E. 68101 Annealed Glass, Impact Interlayer Approved under NOA 08- Created by Independent Third Party: Yes 0709.04 Evaluation Reports FL14604 R2 AE PER 1670 SS.odf Created by Independent Third Party: Yes 14604.5 Series"FWI 1000"Aluminum Impact Single Hung Window Rated https://www.fioridabuilding.org/pr/pr_ppp df.aspx?param=wGEVXQwtDgsw8ZVNfe8A7badr84AYj7t%2bvRchs3vtYwlXmegi8jx4w°/"3d%3d 2/4 3/12/2015 Florida Building Cafe Online I Limits of Use 1 Certification Ager. )ertificate Approved for use in HVHZ:Yes FL14604 R2 C CAC 11-1102.1l.pdf Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI009020.03-R1.PDF j Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +75/-75 12/31/2014 Other:Configuration: O/X Max. Frame Size: W-48" H-72" Installation Instructions Max.Vent Size: W-47"H-38"Glazing: /3 4"Overall Laminated FL14604 R2 II EAS007 2010 CC SS.odf I.G.-1/8"Heat Strengthened Glass/0.090"Saflex by Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Solutla/l/8"Heat Strengthened Glass/0.250"Air Space/ 1/8" Created by Independent Third Party: Yes Heat Strengthened Glass,Impact Interlayer Approved under Evaluation Reports NOA 11-1102.11 FL14604 R2 AE PER 1671 SS.Pdf Created by Independent Third Party: Yes 14604.6 Series"FWI 1000"Aluminum Impact Single Hung Window Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R2 C CAC 11-1102.10.odf Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI009020.01-R1.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure. +120/-150 04/30/2015 Other:Configuration: O/X Max. Frame Size: W-54"H-77" Installation Instructions Max. Vent Size: W-51"H-38"Glazing: Laminate-3/16"Heat FL14604 R2 II EAS005 2010 CC SS.odf Strengthened Glass/0.100" HP Solutla/3/16" Heat Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Strengthened Glass, Impact Interlayer Approved under NOA Created by Independent Third Party: Yes 11-1102.10 Evaluation Reports FL14604 R2 AE PER 1672 SS.pdf Created by Independent Third Party: Yes 14604.7 Single Hun Window with NailingFinSeries 1431 Vin I s' =; Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R2 C CAC NI010607-R1.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-48"H-72" FL14604 R2 II EAS036 2010 CC SS.odf Max.Vent Size: W-44.38" H-35"Glazing: 3/4"Overall I.G. Verified By: Alexis Spyrou,P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R2 AE PER 1673 SS.Pdf Created by Independent Third Party: Yes 14604.8 Series 1441 Vinyl Single Hung Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R2 C CAC NI010813-R1 PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2015 Design Pressure: +50/-50 Installation Instructions Other:Configuration: O/X Max. Frame Size: W-54"H-72" FL14604 R2 II EAS037 2010 CC SS.odf Max.Vent Size: W-50.38"H-35.13"Glazing: 3/4"Overall I.G. Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R2 AE PER 1674 SS.pdf K Created by Independent Third Party: Yes 14604.9 Series 2451/1431 Vinyl Impact Single Hung Window with Nailing Fin qf - Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R2 C CAC NI010607-R1.PDF Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI010608.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 12/31/2014 Other:Configuration: O/X Max. Frame Size: W-48"H-72" Installation Instructions Max.Vent Size: W-44.25"H-35"Glazing: 3/4"Overall FL14604 R2 II EAS038 2010 CC SS.odf Laminated I.G.- 1/8"Annealed Glass/Laminate-1/8"Annealed Verified By: Alexis Spyrou, P.E. Florida P,E. 68101 Glass/0.090"PVB by Solutla/l/8"Annealed Glass Created by Independent Third Party: Yes Evaluation Reports FL14604 R2 AE PER 1675 SS.odf Created by Independent Third Party: Yes 14604.10 Series 2461/1441 Vinyl Impact Single Hung Window with Flange Rated Limits of Use Certification Agency Certificate 0 Approved for use in HVHZ: No FL14604 R2 C CAC NI010630.PDF Approved for use outside HVHZ:Yes FL14604 R2 C CAC NI010813-R1.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date r'r Design Pressure: +50/-50 10/31/2014 cy Other: Configuration: O/X Max. Frame Size: W-54" H-72" Installation Instructions e Max.Vent Size: W-50.5" H-35.5"Glazing: 3/4"Overall FL14604 R2 I1 EAS039 2010 CC SS.odf helps:Uwww.floridabuiiding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7badr84AYj7t%2bvRchs3vtYwfXmegl8jx4w°/a3d%3d 3/4 3/12/2015 Florida Building Code Online 'rvsc Laminated I.G. 1/8"Anneah ass/Laminate-1/8"Annealed Verified By: Alexis )rou,P.E. Florida P.E. 68101 Glass/0.090"PV8 by Solutia/1/8"Annealed Glass Created by Independent Third Party: Yes Evaluation Reports a; FL14604 R2 AE PER 1676 SS Ddf Created by Independent Third Party:Yes Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement:;Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records,If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 8S0.487.1395.'Pursuant to Section 455.275(i),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 45S,F.S.,please dick here, Product Approval Accepts: l secultih*+t:-rnres hUps://www,floridabuilding.org/prtpr_app dtl.aspx?param=WGEVXQwtDgsw8ZVNfe8A7badr84AYj7t°/o2bvRchs3,itYwlXmegi8ix4w°/o3d%3d 4/4 EASTERN ARCHITECTURAL SYSTEMS,INC Easern SERIES FWI 1 000 SINGLE HUNG Eu - �OUVA t h INSTALLATION NOTES: PH:(Sao) 431-2N4 P2:R31j 49.14U 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR m LOCATION SHOWN. P L THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE 3: } MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. g oLU 9 V h Y 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A qqq TOLERANCE OF±1n INCH OFTHE DEPICTED LOCATION INTHE Z Z ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF Ln TOLERANCES).TOLERANCES ARENOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. h •Q In j S C m 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD W i 4S BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16INCH OR GREATER �' d OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY LUu,1 PLASTIC OR BETTER. GENERAL NOTES: E- S. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND p O OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4 INCH MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA DIAMETERITW TAPCON OFSUFFICIENT LENGTH TO ACHIEVE 1 >` U> 1/4 INCH MINIMUM EMBEDMENT. BUILDING CODE ACCORDING INCLUDING LLOWND HAS BEEN m EVALUATED ACCORDING TO THE FOLLONNG: • TAS 201-94 TABLE OF CONTENTS V) 6. FOR FLANGE INSTALLATION INTO WOOD FRAMING USE 914 . TAS 202-94 Z W WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH TAS 203-94 SHEET REVISION SHEET DESCRIPTION O L7 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 1 2.ADEQUACY OFTHE EXISTING STRUCTURAL I A INSTALLATION d 6ENERAL NOTES H Z -C 7. FOR FLANGE INSTALLATION INTO ALUMINUM STUD FRAMING OR CONCRETE/MASONRY AND 2X FRAMING AS MAIN WIND U APPROVED MULLION USE#14 SELF-TAPPING SCREWS OF FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 2 A ELEVATION d ANCHOR LAYOUT H LU SUFFICIENT LENGTH TO ACHIEVE THREE(3)THREA135 MINIMUM TRANSFERRING APPLIED PRODUCT LOADSTO THE 3 A VERTICALd HORIZONTAL SECTIONS PENETRATION BEYOND THE METAL STRUCTURE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR D ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 A COMPONENTS d BILL OF MATERIALS LU O % 8 FINISHES,IINCLUMINIMUM GE DISTANCE EXCLUDE WALL D NG BUT NOT LMENT AND LIIMITED TO STUCCO FOAM, LY Lu 3.1X AND 2K BUCKS(WHEN USED)SHALL BE DESIGNED AND p N BRICK VENEER,AND SIDING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE m STRUCTURE BUCK DESIGN AND INSTALLATION IS THE U_ 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE RESPONSIBILITY OF THE ENGINEER OR ARCHTTECTOF RECORD it^ MADE OF CORROSION RESISTANT MATERIALOR HAVE A FOR THE PROJECT OF INSTALLATION. CORROSION RESISTANT COATING. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC z aII a 10. FOR GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 3 ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED SITE IFSITE CONDITIONS CAUSE INSTALLATION TO DEVIATE ��1 -N "'jr i FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED DESIGN PRESSURE RATING �, FACE SHELL OF BLOCK ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC ,t DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIGN PRESSURE MISSILE IMPACT RATING ��.�� LL Wro IL INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE p:y 0 O• dR WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5,7}115 PRODUCT G LAAGE AND SMALL MISSILE IMPACT In•= W p`K AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH RESISTANT APPROVED IMPACT PROTECTIVE SYSTEM IS NOT LARGE AND SMALL * 1— N STRENGTHS LESS MANUFACTURER. TURER.MINIMUM STRENGTH SPECIFIED BY REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT +60/-60 PSF MISSILE IMPACT i; THE ANCHOR MANUFACIURER. RESISTANCE RESISTANT 12- INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 6.WINDOW FRAME MATERIAL'••6063-TS ALUMINUM • PRWED OPERT SUBSTRATE MATERIALS WTTHTHE FOLLOWING P� •it., A`,1� 7.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS cv T A. WOOD-MINIMUM SPECIFIC GRAVITYCOMPRESSIVE SOF TRENGTH CHARTS SEE SHEETS REQUIREMENTS MENTG OF n Z z Y z ¢H B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 P51. p O 3 O U Z G MASLL ONRY-STRENGTH CONFORMANCE TO ASTM C-90. 8.DESIGNATIONS")("AND"O"STAND FOR THE FOLLOWING: <'� j D. ALUM!NUM-MIN.0.125-THICK,6063-73(fr-160DO PSI) X: OPERABLE PANEL p 0: FIXED PANEL Digitally signed by Alex Spyrou 1)w6#: Reason:I am approving this document EA S008 Date:2012.01.3004:23:01-05'00' SHEET. 1 OF 4 Eastern AA CNRCCTUPII 'Y0T[/J6 EASTEP1 A 0 UVA U.Y,[.YSTEtl9 1 PrA9MV.M PDAD FTHYEgt.fl.]]11] PH:[lDDI A]3.12D/FX:(1]9)]69-12 m P _ nSS 53 1/8"MAX. Q �j S N 3 OVERALL WIDTH-' Y zoo g 43 5/8"MAX °C Z x 17 Y FIXED LITE 6°MAX FROM H w Z m Q D.L 03WIDTH r MAX I CORNERS TYP. w 1 B O.C.TYP. "1 � m 12"MAX w Q} 3 O.C.TYP. �/ w 43 5/8"MAX E i/ O D o FIXED LITE 3 C 3 6"MAX.FROM z D.L.O.HEIGHT 3 CENTERLINE TYP `n u' 96"MAX. —!. (fi OVERALL 3.00",TYP. •-� HEIGHT L 481/4"MAX 43 5/8"MAX /� �� 6"MAX.FROM O Z d SASH SASH D.L.O. X INSTALLATION ANCHOR X CENTERLINE TYP Ln v HEIGHT HEIGHT —.L w o A W O A 3"MAX.FROM L 12"MAX. }� 3 CORNERS TYP. O.C.TyP, F,^ SASH D.L.O. ANCHOR LAYOUT WIDTH 47 5/8"' SASH WIDTH FLANGE ° �12 50 7/16' �J QD w ELEVATION e'.y o O :Yxg�' EXTERIOR fA�� } F & R �'•� z g. mZ mZ �ln DWG#: EA5008 SHEET: 2 OF 4 CAULK BETWEEN WOOD BUCK& 3/4"MIN. �r{ OPENING BY EDGE DISTANCE LQaLD OTHERS #14 WOOD SCREW 19 S/4"MAX. AACRATFCTUAAL INTERIOR SHIM SPACE Svsw s 2X WOOD INSTALLATION ANCHOR g 1 1/2"MIN, re BUCK BY OTHERS 16 EMB DMENT EASMNARCN2tECTURAL5YS1 5 OPENING 4 20030 RAVAR ROAD BY OTHERS EXTERIOR INTERIOR (BOD)422-2204 FV(279)369.2Au CAULK BETWEEN 3/4"MIN. WINDOW FLANGE EDGE DISTANCE $ n &WOOD BUCK v 14 9 18 #14IN57ALLATION h o m ANCHOR ANCHOR C i m a MIN.EMBEDMENT CAULK BETWEEN EXTERIOR FINISH C VERTICAL SECTION WOOD BUCK O.A.WINDOW BY OTHERS MEETING RAIL x Z 2 Z HEIGHT I/4"MAX 3 9 OTHERS w Lam'NON j o d { PERIMETER CAULK 1 SHIM SPACE 18 18 EXTERIOR 3 OPENING BY OTHERS PERIMETER CAULK BY OTHERS BY OTHERS i w m uj 9 2X WOOD Lu d Q d 3 3 § WINDOW FRAME 18 EXTERIBY O ISH THERS BUCK BY OTHERS HEAD 0.340"O.A.LAMINATED GLASS CONSISTING OF: 0.125" ANNEALED GLASS, CAULK BETWEEN 0.090"SAFETY PLUS II BY GLASSLAM, WINDOW WIDTH WINDOW FLANGE EXTERIOR rNTERIOR 0.125" ANNEALED GLASS &2X BUCK p 0 © VERTICAL SECTION [gyp HORIZONTAL SECTION m 3 HEAD-2X WOOD FRAME 3 JAMB-2X WOOD FRAME V) FZ W MIN,3 THREAD Z 1 SZKAFLEX 552 PENETRATION THROUGH -- O Z 2 METAL STRUCTURE �I/4"MAX 18 Lu .765 GLASS BITE I SNZM SPACE INTERIOR i v R GLAZING 16 Lu 9DETAIL A 14 8 p N lz FIN t 7 GLAZING DETAIL A EXTERIOR TERIOR 0.125"ALUMINUM STUD a 14 13 OR APPROVED MULLION WINDOW 2 #14SELF-TAPPIN65CREW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR STRUCTURAL SILICONE EXTERIOR FINISH J' ••�� - BY OTHERS BY OTHERS 23 3 9 18 A�O4A PR y CAULK BETWEEN FIN& a'z BY OTHERS ALUMINUM FRAMING uJ PERIMETER CAULK BY OTHERS * F_ & CAULK BETWEEN - - CONCRETE/MASONRY 1' N;J o ¢ s 8 FLANGE& - - BY OTHERS NOTE: EXTERIOR %C�� 2 PRECAST SILL DECORATIVE FIN CAN NOT i fY•'•.,, �� BE USED IN CONCRETE/ WINDOW WIDTH MASONRY rNSTALLATrON N U UVERTICAL SECTION (jE_--�HORIZONTAL SECTION a s _ z FLANGE-CONCRETE/MASONRY �3J JAMB-ALUMINUM STUD DWG#: DECORATIVE FIN EA5008 SHEET: 3 OF 4 OFRAME HEAD O FRAME SILL r �yQm 0.062"TYP WALL THICKNESS 0.062"TYP WALL THICKNESS ERS16/// AFCHRLCRUCAL ro" SY9T[NB 3.43" --I 1.82" BILL OF MATERIALS EASTM ARORlKTV4AL S/5TS" 10030 OAD NO DESCRIPTION Mn .FL33W M:(!OG)IlzaT0/ PY.(Lt97]l9Sl[ 1 FRAME HEAD m 3.36' — 2 FRAM SILL v � a.3a" 3 FRAMEJAMB m ry 4 FIXED RAIL $ F o M 5 NOT USED z a Q e 6 MEETING RAIL o OFRAME JAMB O FIXED MEETING RAIL 7 LIFT RAIL w ° i a m`a 0.062"TYP WALL THICKNESS 0.062"TYP WALL THICKNESS 8 SASH JAMB N " ca W x 3.34" -- 1.70" 9 GLAZING BEAD w a Do i s 10 NOT USED M 11 CADWELL SPIRAL BALANCER 12 LIFT RAIL BULB VINYL W T-b13 FRAME SILL BULB VINYL < 2.63° 2.57° 14 SASH JAMB WOOL PILE l 15 M TING RAIL WOOL PILE m kb 1— 16 SASH BALANCE u') 17 SASH LOCK z w 18 0.332' O.A.LAMINATED GLASS CONSISTING OF: C9 OMEETING RAIL LIFT RAIL 0.121" ANNEALED GLASS, O z s 0.062°TYP WALL THICKNESS O 0.062"TYP WALL THICKNESS 0.090"SAFTEY-PLUS Ii BY SOLUTIA, H o 2.58 -I 0.121" ANNEALED GLASS > o 2.37" 19 SASH LOCK LL In O w 8 g 20 BALANCER PIVOT LOCK N 2.z6" 21 VENT STOPS 22 BALANCER BLOCK PIVOT BARS r: 3.84" 23 DECORATIVE FIN d .......... ter O SASH JAMB INSULATED BEAD 23 DECORATIVE FIN � � * F i 0.062°TYP WALL THICKNESS O 0.062"TYP WALL THICKNESS O 0.062"TYP WALL THICKNESS N:v n F Y 1.57" �I � 1.23" rrr 6' •`F .l� 1 LLI^! m CA 111 _f Y T 094" <I` Z z N z 0.235� SHEAS0018 40 4