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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 FILE PY JUN 2 5 2015 _ Q(Ida Dep Dto BCIS Home Log In User Registration Hot Topic's1 Submit Surcharge S Stats&Facts Publications $ FSC Staff SCIS Site Map Links Search s gusine , �r4ftSil product Approval USER:Public User Regulation ProdUct Aooroval Menu>Product or Aoolication Search>Aonlicadon List>Application Detall a FL# FL15920 ' Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Emall 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwlndow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category- Windows Subcategory Flxed Compliance Method Evaluation Report from a FlorlGa Registered Architect or a Licensed Florida Professional Engineer Evaluatlon Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE Validation Checklist-Hardcopy Received Certificate of Independence FL15920 RO COI Cert Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 08/24/2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDd.FYerPIwH... 7/25/2013 Florida Building Code Online Page 2 of 2 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 Date Approved 10/16/2012 ryf Products o FL# Model,Number or Name Description 15920.1 - Ser'es"300"Aluminum'Flxed Window Series"300"Aluminum Fixed Window-LMI/SMI 74"x 122` of Use Installation Instructions Approved for use In HVHZ:Yes FL35920 RO tI DWG re-submit 10-10.pdP Approved for use outside HVHZ:Yes Verified By:Frank Bernardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other: FLIS920 RO AE Eval.odf Created by Independent Third Party:Yes QdaCt Us::1940 North Munroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Conydaht 2007-2010 State of Florloa,::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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),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 455,F.S.,please click here. Product Approval Accepts: securitvatrluirs http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/25/2013 —+ f F ENGII IEaQIN� i .� P .+.atete . A.FRANK L:BENNARDO P.E. 'INC.INNOVATION t l Product Evaluation Report August23, 2012 t i Application.Number: FL# FLB Project.Number; 12,TMW=04 Product.Manufacturer TM Windows;LLC Manufacturer Address: 601`N.W,T2th Ave. , Pompano Beach, Florida 33069 Product Name.&Description: Series300 Aluminum Fixed Window Large&Small Missile:Impact Resistant' r b Scope of Evatuarfion I This Product'Evaluation Report is being issued in accordance with.the requirements of the Florida Dep artinentof.Business and Professional Regulation.(Florida:Building Commission)Rule Chanter 3 005, F.A.C.,for statewide acceptance.per Method 1(d.)': The product noted above has been tested ana/or evaluated as summarized herein to show compliance with the 2010 Florida Building:Code and is, for the purpose intended,at.least equivalentto th,rit.required by the.Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications:or revisions. i" Substan ating Data. i~ • PRODUCT'EVALUATION DOCUMENTS. FLB drawing 012-TMW-04 titled:"Series 30.0 Aluminum Fixed Window, sheets 1-8, prepared by i `Engineering`Express,signed&sealed by Frank L: Bennardo, P:E.is an integral part of this Evaluation ° .Report. i • TEST REPORTS. 'Uniform static structural performance has been tested in accordance with TAS 202 test:standards:per test i reports)#06.11:01-12 by American Test.Lab of South Florida(ATL). Large missile Impact resistance and cyclic loading F.erformance have been tested in.accordance with TAS . 201,202&203 test standards per test reports)#06;11.01-12 by American TestLab.of South:Florida. I. (ATL). STRUCTURAL:ENGINEERING CALCULATIONS j Structural engineering calculations have been prepared which - evaluate the product based on_comparative and/or rational Rdsed' hW ' • a% id for analysis to qualify the following design criteria: .. , .G 1. Anchor Spacing 2. 'Maximum Allowable Size/Pressu.a i Combinations - 3. Architectural Shape-Options 4. Glass Capacity P.E: 6. Anchor Capacity #PCO; No 33%increase in allowable stress has been.used in the design of each product"'"" i 1.60 SW 12''HAVENUE #106 L?EERFIELO B: ACH, Ft- 334.42 { PHONE: 954-354-0660 PAX: 954-354-04.43 WWW.ENG:EEXP.COM i. i t 0` ENGINEERING j EXPRESS August 23,2012 TM Window,LLC.—Series 300 Aluminum Fixed Window(LMD Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#11-1118.03) j Impact Resistance: is Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). i Installation ' Each product listed above shall be installed in strict compliance with its respective Product Evaluation , Document(Le.engineering drawing),along with all components noted therein. i. Each product component shall be of the material specified in that product's respective Product Evaluation r Document(i.e.engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which'are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for use within tho High Velocity Hurricane Zone(HVHZ). I I i 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM •���• HK L BCNNMOA P G , TM WINDOW DOOR •*�''` `�� ONLY 300 ALUMINUM FTED WIN®OW 1vo. . LARGE AfVp SMALL MISSILE IMPACT RESISTANT ' t _ TMWINDOWS <. Y � �W GENERAL NOTES ' L THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010' .FLORIDA BUILDING.CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201 _ 202 1203 4 ASTM E1300=04 STAN DARDS. 2. NO 33-1/3'6 INCREASE IN ALLOWAd -51 RES5 HAS BEEN USED INT E DESIGN OF THIS SYSTEM. W[ D J ' LOAD DURATION FACTOR.Cd-1.6 HAS.BEEN USED FOR WOOD ANCHOR DESIGN. .J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALLBE DETERMINED BY OTHERS ON A SOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE.SPECIFIC "LOAD WIND LOAD.REQUIREMENTS SHALL BE DETERMINED IN ACCORPANCE.WI7H ASCE 7 ANO THE 2010 FLORIDA O G BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL.TO THE POSITIVE xg OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O d 3 STATED HEREIN. © ,3 ' 4. THE SYSTEM DETAILED HEREIN IS GENERIC'AND"DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. S � 3 FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS"DETAILED HEREIN,A LICENSED ENGINEER CR G !! REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCIION WITH THIS z N 2 S a -DOCUMENT S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS..WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE o S n RG(] f .EXISTING STRUCTURE., F 6. MULTIPLE UNITS MUST BE-INSTALLED USING STRUCTURAL:MULLIONS APPROVED BY OTHERS OR.UNDER OWE E V 1' + SEPARATE CERTIFICATION. i 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. B. EXTERIOR SEAMOFPRAMS CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 1.4 ti WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS'STEEL WITH A $ MINIMUM TENSILE YIELD STRENGTH OF 60KSI. ^� " .10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING y CODE. - 11.E.I.DUPONT DE NEMOURS&C-0.,INC.-BUTAGSTE PVB INTERLAYER N.O.A.#11-1118.03 12. E3.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.#-11-0624.02 13.APPROVED'FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS.'SEE GLASS TYPESTOR ANY RESTRICTIONS I` 12-TMW-Q4 fXAM Nrs 01 � ae COYER eHEET , FL #15920.1 12'MAX.FOR ANCHORS 5 TYPEA&C •'• Oftr-s'MAX FROM ? E 1�' :. ...'. .... 6"MAX.FOR EANCHORS ANY JOINT OR =�• 11 SHAPE MAY EXCEED SIZE OFTESTED RECTANGLE TRANSCRIBED AROUND OD POSSIBLE ARCHITECTURAL SHAPES. SHAPERNER 'o :�l Fv' ,Sn L,N SURFACE RALSE MUNTINS ; .... ....: .. .... .. .. .. _ .. .. _.OPTIONAL ,y, INT WELD .!,y1 (MAY VARY) -_ f�--'- __--- Q Cif; Ii�1 �W, zil CLIPPED-CORNER TRIANGLE: S !E_ w o W N dMS HALF-ROUND EXTENDED RADIUS EXTENDED GOTHIC '--- - S a 3 HALF-ROUND i ;`—r s� ti0 15 6ti - �i- QUARTER ELLIPSE -�r I "_" 0 ; EXTENDED S QUARTER SEGMENT TRAPEZOID a 1f----I,--- Q fi,o 3A EXTENDED FULL -' PENTAGON ELLIPSE _ _-.,.- 3 an .JOf �,r D.L.O.--�'. L _' ffn 9• FRAME YlIDTH �"�- i n TYPICAL ELEVATION p.40.WIDTH-WINDOW WIDTH-4" QUARTER SEGMENT QUARTER ROUND FULL ROUND0 D:LO.[PNGI"H v WINDOW LENGTH.A° y OCTAGON C9[egpp OPEN BOTTOM OVAL 1 QUARTER ROUND $q FL #15920.1 fill08 EQUAL CIRCLE SEGMENT TRIOCTAGON coPrtawrtrraarDw�ss ALLOWABLE SIZES&'LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL ' SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. 12-TMW-001 . - - t I PAQS DESCRIIT70N1 COHERSHM ARCHITECTURAL SHAPES ARE LIMITED TO:L-7D.PSf.MAX. NOTE: INIDTH'ANO LENGTH DIMENSIONS CAN BE f ' ORIENTED VERTICALLY AS SHOWN ABOVE. a DUSTING HOST EDGE DIST STRUCTURE METAL STRUCTURES(STEELOR - _.: ALUM.1/8'MIN.THICK) - ti STEELt FY-.36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM:6063-TS IN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 2BY WOOD:BUCK EDG DI ELEVATION FOR SPACING MULLION TYPE AND SIZE, *', Yu• -W E E'DIST EDGE DIST Ix OR 2x WOOD L+�'��O` C OP.•'�. i - BUCK(OPTIONAL). NOT.BYT,M.. .. .. :1 1/4 MAX SHIM 1 4 1/4 MAX SHIM 1 ... .. 14 - 1/4 MAX SHIM ... 1 14 1/4•MAX SHIM �(Qf�•],�jyIP .f ...... __..,.. -. .,.. .... . .. .,., ,-, :.,... WWW i fI .. _ ..... ,.., .. t 8 ANCHOR SCHEDULE, _ ... ANCHORS PER �ffl� >62u+ a 4 ELEVATION ON 4 4 ANCHORS-PER 4 < 17- SHEET 2/8 FOR ANCHOR SCHEDULE. ANCHOR SCHEDULE. u m gggg w ! 3 SPACING SEE TYPICAL SEE TYPICAL . .N S{i& 5 13 ELEVATION ON ELEVATION IO FOR SPACINGG ~w a�S 3 D 7 SHEET FOR SPACING N C! J , OPTIONAL N p SURFACE a ..APPLIED MUNTINS J .� SEE ELEV.ON PAGE 2/8&ANCHOR G j 1 TYPICAL AfVCHORS CHARTS, O 3 c WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. a aw GLAZINGMUSISUSTAINLOAD POSED BY TRANSFER THEM 'THE BUILDING STRUCTURE. 00 ANDQ c O 0 d LL OO Q ��N ozz 0: $ TIDE'A`-l/4"DLA.ULTRACONBY`ELCO'(Fu=177 KSI, z r m o LlM Fy=155 KSI) Q. r m THRU SBY INTO CONCRETE(2846 PSI MIN)OR GROUT O,.g @ M I{ FILLED BLOCK(ASTM.C90) SR- 1-3/4" FFF 3 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT FILLED BLOCK: �D _ TYPE'61-1/4"DIA.ULTRACON.BY'ELCO'(Fu=17/KSI, -� Fy=15S KS!) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP82 G=0.55 MIN) BED OF .ANCHORS PER ANCH00. 1-1/2.°MSN:PENETRATION INTO WOOD SEALANT SCHEDULE,SEE TYPICAL 6 ELEVATION ON SHEET 2/8 TYPE'C'•1/4-20 DIA.SHEET METAL SCREW(GRADE 5' g 2 q FORSPACING a IS MIN)(Fti-120 KSI,Fy-90 KSI) ,', tlE INTO METAL STRUCTURES(5 PINCHES PASS THE tq BB 1 141/4`MAX SHIM THREAD PLANE MIN.)STEEL:%"THK.MIN. (Py-36 KSI-MIN) r Ix OR ZX WOOD BUCK ALUMINUM:1/8"THK.MIN:C6D63 TS MIN) �9 - (OPTIONAL).NOT BY T.M: (STEEL IN CONTACT WITH.ALUMINUM TO BE PLATED i . OR PAINTED) TYPICAL EDGE DISTANCE ! to INTO.CONCRETE/GROUT FILLED BLOCK-2-1/2'MIN. j ' GE ST INTO,WOOD STRUCTURE:1'MIN. INTO METAL STRUCTURE.o 3/4"MIN. • COP1AGtGFTYB✓EFJGPiFF>ff�39 ! I SING HOST 12-M-04. STRUaeAlcr. MSD . 01 �AGa E6cr»1IDNt TYPICAL SECTION FL #15920.1 COVERSKEET d� VERT SECT i i l�] .... ••,r•,i1H+rlrrrrlrpljJJ`' j METAL STRUCTURES(STEELOR ALUM.1/8"MIN.THICK) -- :...._ r.. >.-• ,�, .STEEL.. -m_36IN ._. .. .. .. .. .. ... .. .. ALUMINUM(60fi TS MIN: i /-114"MAX SHIM LEY OR 26Y 1/4'MAX SHIM 1/4"MAX SHIM lx OR 2x WOOD V' a WOOD BUCK INTERIOR BUCK(OPTIONAL) ',�A,p ,. .f �4 .• i 0 I.. 4 BED p$`p BED F BED OF ad °u I SEALANT SEAANCHORSLANT 14 AMC R SCHEdULE.f...I.,,- 4 19 .ANCHORS PER ANCHOR in 16u s¢: �r ANCHORS PER ANCHOR lJ >'VUJ SCHEDULE:SEE TYPICAL SEETYPICAL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 248 ELEVATION ON SHEET ELEVATION ON SHEET 2/8 Z N FOR SPACING. - 2[8 FOR.SPACING 4. 'FOR SPACING � 1 7 63 " u y, g L g S — EXTERIOR 2 g NG STRU ICTURE. r�•+O tF D.L.O. 1 0 LFRAMEWIDTH_{ ' FRAME WIDTH ., ) 'J TYPICAL SECTION p 4. V-0• ...._._. . ..)fORIZ SECT Q g. E 1 a+ss' R f. .7'<.H EDULE 1tAt1 FOR SQUARE OR RECTNGLEGPTION9-OTHER SHAPES ARE LIMrtEOTDi7o pd{SEEPAGE a. .. DE$IGNLOAOCAPACRY (ASD MET1100) Q FRA64E FRA6E GLASSTYPEM7 GLASS TYPE M9 GLASS TYPE M3 GLASS TYPE M4 GLASS TPE MS GLASSTYPEMB GLASSTYPE IGI SS TYPE 632' a HEIGHT WDiM �) .SF(-P. ♦P.sr(-) .(NP.. 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I P I j I '! 1 s P±P111 ! --LLL'Pi Pi !: I j 2.P�2 9 It - 212 2jc 21o12ic c cit cl9�$'9 8 9 912 2 ci218 S$Sj$$$2iaici8!8 9±919 1812 2,212;8$!$i$!1${!F: I o ( ! IP i .�,j. . ,�.�,'. • ':1.�: , $s;s$�. . . ,i,jgf ggg g.. .;. .i.IS$'sjsa :�: . $ag gig t 'i' i 'R' $'K$K�' 'j'�'I �'gi>5'!$i�• if .1 f : : � :1. .1..i.�.j. .i.�. �.,. .i.,.I.I' :j:l' $$$,$i$ •I'I•�' 99$,;1 Kwl lllt/i.,. ID Q � JDA mom TM WINDOW AND DOOR, LLC ENGIN 601 NW IM AVE. A :'R .•• ''/', m POMPANO BEACH,R 160 SW 12th AVENUE,•;54 (954).781-4430 DEERFIELD BEACH(954,Eai3 P.o+ann.mms.iwma.lrm.s RI:(95A),359.OfiW FA7C �wm.mauso.wuonamevvo SERIES 300 PICTURE WINDOW '�� $ WWW.ENGEXP.CO �. ® ..pA !'EST PROTOCOL cFmoPAumwn r LARGE AND$MAUL MISSILE IMPACT. A FT4-M I.BMAIM,P.E.I"- BENN - GLASS TYPES `J ' ,090 BUTACITE PVB ,090 BUTACITE FVB .090 BIJTACTTE PJB INTERLAYER INTERLAYER INTERLAYER .090 SGP INTERLAYER *'VALID Fain _ )(r"ANN. /d"Amu 3(e ANN. A?ANN Ya"H.S. N/aM.S. i 7 a H b19"H.S. %E9 H.S. SEALANT'!/ SEALANTS/•L SEALANT III SEALANT%' DEPTH MIN (TYP) DEPTH MIN (TYP) DEPTH MIN (TYP) DEPTH MIN.(TYPO) C SETTING BLOCK InW .SETTING BLOCK �'�In{u SETTINGBLOIX - o y� SERING BLOCX o w W Ti V 4 AT r/i POINTSo�:Gm AT-Y4 POINTS I� .G� AT 1/�POINTSQ m AT T/s POINTS w a i !- ^pffm � tp WW ry W rL U)09 .090 BUTACITE PVB W ANN, .090 BUTACITE PVB 315 H.S. ./ INTERLAYER 1'ie'AIR SPACE INTERLAYER #6"AIR.SPACE a .090 SGP INTERLAYER ',090 SGP INTERLAYER Ye"ANN. %6"H.S. �'ANN. y4"H.Sr U' I Ra'H.S. V4'H.S. Ys"TEMP %9 TEMPSEALANT SNT .J-! DMINK.(TYP)-L DEPTH MIEN,(TYP)1 DEPTH MIN. ® DEPTH SEALANT�; 1SEALANT 1 MIN. TYP. L EPTH SETTING BLOCK W - SETTING BLOCK. Iyqn{{uu SETTING BLOCK a SETTING.BCOCK w O a AT)',PO1NT5 `�G ATY4 POINTS ��q'G AT r//POINTS ���C AT�a POINTS nSG Q."y� $ply gg l7m o m o. rfm t3m S U _ .. . n* z �l gg II t .,= d 6. MATERIAL SCHEDULE � $ ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS F�-1 I N3001 0.093"MU(JAMB/HEADER EXTRUSION 6063-TR - C 2 IM-3Z6 1/8'GLASS STOP FOR I'GLASS 6063-TB G 3 TM-327 1/0"GLASS STOP FOR 9/I6"bLASS - 6063-T6 F I 4. - OASO"SNAP COVER 6083-76 'S - 0.370"HIGH D VINYLS BULB AND D.1B7'T-SLOT TPE PCLYPROPYLvgE FOR s/-.a"CUSS ULTRAFAB � $ 6 32001 VINYL BULB,- 0.176'6 INSULATED GLASS GLAZING BEAD AMESBURY , B2B5 7 32011 VINYL BULB,- 0,270'0 7/IO.ANO 9/16 CLASS GORING BEAD AMESBURY ' Yi S (2)03 X I SIMS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW:SHAPES ONLY 9 _ SEAM SEALER ACRYLIC SCHNEE-MOREHEAA 1 *ONLY APPROVED FOR LARGE MLSS[LE IMPAcr �. I1 - SETTING BLOCK I'LONG AT 1/4 POINTS HIGH DENSM RUBBERIMILLI . +A' 1 - OPTIONAL SURFACE APPLIED MTINS EDG3-Te UN9 j 1 - RAPID STRENGTH ROS770D STROCTURAL SHLCONE ELASTOMCTRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS. t 12-TMW-04, i i - ALUMNUM"U"CHANNEL 2"LONG AT EVERY ANCHOR LOCATION(TYP,) 5052 A32 ALUMINUM BCALG .. OI. i 1 - B/16"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL PAGC Ot80aPffON; I - COVER SHEET' 1 - 7/18"XL EDGE GLASS SPACER STAINLESS STEEL ALL uETAL PRIMARY SEAL PIB FL #15920.1 �® 1 - SECONDARY SEAL-__ SILICONE . ' .rrPn•ulrru:grr BEN i. ]269 _ 0.570 .... ...... ... ,_... 0.129 0.080 ,* vaXmPOR owY .f 0.031 0.)50 01. EXPOSED r 'his j� 8rGi �d 3 6 C 46 C9 o 0:056 fq N 0.095 }MA � 3 ' 4 0.050 $ o Lu w i' -3.033. Q { n N n o O U ! ci -N c -- 11TH 1.269 —+—c 0 o m. EXPOSED Q ' a c' SURFACES 0.202 '] c o .r m ro QBE ��a Z y N �1.139� y a F 0.050# n F DASS O .a �- - 3.033 NOTE0.813�--^�t g EEE�A PART;S14 IS NOT REQUIRED. I rp 9d6 °0 lA 1.000 WHEN USING THIS EXTRUSION 0.420 LQ o 0.270 0 Fo.lzs I °� j M 0.025 .17 r °° p LL L °a N °°°° O 14 0 12 cav,wr+rFwr�ss 0.070_ X2-TMW-04 *0.030 0:028* 0.02 —L 0.090 sG O1 0.080 0.080 Ew�cnesomr:um. ' 184 .18 COM SUMT NOTE: O O O EXTRUSIONS NOT TO SCALE. m� FL #15920.1 i iBEN �0Z' s A: Ed IELI RAMES OF NON 0 tl ECTANGULAR.SHAPES SHALL z , owe OF SCREW SPLINE LLSr � O ASSEMBLY(TYP.). b 9 SEALANT(TYP) da SEALANT(TYP) w !Y� O c 1 qti D Qf 10 Egn p�$ . SEAM.SEAL MAY HAVE TO BE z a REAPPLIED IN THE FIELD' BEFORE INSTALLATION OF WINDOW,INSPECT ALL JOINTS i- A i TO ENSURE A PROPER SEAL W Z2-TMW-0.4 0..1 �o ; FL.#1592 o> COVERSHEET #Bx 1".GRADE2 SMSno a (FOR 9.Q'CORNERS ONLY) 0 i