ISIONS DTE 07/27/5 ISED INSTLLTION DETILS RL THE PRODUCT SHOWIN HEREIN IS DESIGNED ND MNUFCTURED TO COMPLY WITH REQUIREME OF THE FLORID UILDING CODE 2 WOOD FRMING ND MSONRY OPENIING TO E DESIGNED l\id NCHORED TO PROPERLY TRNSFER LL LODS TO STRUCTURE FRMING ND MSONRY OPENING IS THE RESPONSIILITY OF THE RCHITECT OR ENGINEER OF RECORD 3 X UCK OVER MISONRY/CONCRETE IS OPTIONL WHERE X UCK IS NIOT USED DISSIMILR MTERILS MUST E SEPRTED WITH COTING OR MEMRNE SELECTION OF COTING OR MEMRNE IS THE RESPONSIILITY OF THE RCHITECT OR ENGINEER OF RECORD FRME MTERIL: EXTRUDED RIGID 5 UNITS MUST E GLZED PER STM E 300-0, SEE 3 FOR GLSS DETILS 6 IMPCT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND ORNE DERIS REGIONS 7 SHIM S REQUIRED T ECH INSTLLTION NCHOR WITH LOD ERING SHIM SHIM WHERE SPCE OF /6" OR GRETER OCCURS MXIMIUMI LLOWLE SHIM STCK TO E / 8 FOR NCHORING INTO WOOD FRMING OR 2X UCK USE S WITH SUFFICIENT LENGTH TO CHIEVE /" MINIMUM INTO SUSTRTE LOCTE NCHORS S SHOWN IN ELEVTIONS ND INSTLLTION DETILS FOR NCHORING INTO MSONRY/CONCRETE USE 3/6" TPCONS WITH SUFFICIENT LENGTH TO CHIEVE /" MINIMUM \ITO SUSTRTE WITH 2 /2'' MINIMUM EDGE DISTNCE LOCTE NCHORS S SHOWN IN ELEVTIONS ND INSTLLTION DETILS 0 FOR NCHORIING INTO METL STRUCTURE USE #8 SMS OR SELF DRILLING S WITH SUFFICIENT LENGTH TO CHIEVE 3 THREDS MINIMUM EYOND STRUCTURE WLL [_OCTE NCHORS S SHOWN IN ELEVTIONS ND INSTLLTION DETILS LL FSTEINERS TO E CORROSION RESISTNT 2 INSTLLTION NCHORS SHLL E INSTLLED IN CCORDNCE WITH NCHOR MNIUFCTURER'S INISTLLTION INSTRUCTIONS ND NICHORS SHLL NIOT E USED IN SUSTRTES WITH STRENIGTHS LESS THN THE MINIMUM STRENGTH SPECIFIED ELOW: WOOD - MINIMUM SPECIFIC GRVITY OF G=02 CONCRETE - MINNVIUMI COMPRESSIVE STRENGTH OF 3,2 PSI C MSONRY - STRENGTH COINFORMNCE TO STM 0-0, GRDE IN, TYPE (OR GRETER) D METL STRUCTURE: STEEL 8G, 33KSI OR LUMINUM 6063-T5 /8" THICK MINIMUM SIGNED: 07/28/205 VIWINCO INC PO OX MORGNTOWN, P 53 TLE OF CONTE e S Z * 0 0,525, *S NO S-SERIES IMPCT W/FIX STCKED S»'**gres* COMINTION SSEMLY 60 x 72-2 3-6 ELEVTION, NCHORING ND NOTES CROSS SECTIONS, GLZING DETIL ND OM INSTLLTION DETILS COMPONF NOTES '0 DRWN: DWG NO 08-07 S SCLE DTE 0/3/2 OF 7 6,=0 R\OF 22 /0 -G '3/-'/ONL % //0\\\\\
ISIONS DTE ISED INSTLLTION DETILS 07/27/5 RL 60" MX FRME WIDTH 60" MX FRME WIDTH " MX 8" MX OC " MX i-- " MX 6" MX ' MX OC 6" MX MX 0 C 8" MX OC 72" 72" MX MX FRME HEIGHT FRME HEIGHT /X \ /X \, / \ F " MX 0 0 6" MX Ill'Ill f S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY VIEW FIN INSTLLTION S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY VIEW FRME FLUSH INSTLLTION DESIGN PRESSURE RTING IMPCT RTING +50OPSF LRGE ND SMLL MISSILE IMPCT MISSILE LEVEL D, WIND ZONE 3 DRWN: S SCLE DTE VIWINCO INC PO OX MORGNTOWN, P 53 S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY 60 x 72 ELEVTIONS DWG NO 08-07 0/3/2 2 OF 7 SIGNED: 07/28/205 '/>ibilt: 256/2;' :R j i :p<% *2 -crettel SO /,0 37> ' S OR\02 0#2 /0 -G '3/-'/ONL % //0\\\\\
ITEM NO: PRT NUMER MTERIL MNUFCTURER 825 FRME 2 680 UNDER HINGE LUM REINFORCEMENT LUMINUM 605-T5 3 682 UNDER OPERTOR LUM REINFORCEMENT LUMINUM 605-T5 53 SSH 5 5 GLZING ED 6 670 SSH REINFORCEMENT LUMINUM 605-T5 7 60 SSH REINFORCEMENT LUMINUM 605-T5 8 573 STRGL FRME STRGLREINFORCEMENT LUMINUM 605-TS OPERTOR, ENCORE TRUTH DI E CST LUMINUM 605-T5 ISIONS IL } S 0 0300028 602HE 030005 SNUER- FRME 2 03000 SN UER - SSH LUMINUM 605-T5 3 72OT SETTING LOCK T PHI LLY PLSTIC 362 SILICONE(INSTGLZE) DOW SILICONE 5 325 SCREEN RIL HYGRDE LUMINUM 605-T5 6 3270 FIERGLSSSCREEN PHIFER FIERGLSS 7 3260 SPLINE DP PLSTIC 8 200 SPCER DTE 07/27/5 ISED INSTLLTION DETILS RL 7 6 - < (»]80 8/ Dts_-0-2 00 6 Ur/J HORIZONTL SECTION 5 6 7 5/6" 3/32" NN 00" PV Y DUPONT - 3/32" NN /8" TEMP 0 3, ----------«f DESSICI\IT FILLED STINLESS STEEL VERTICL SECTION GLZING DETIL ----- SIGNED: 07/28/205 =St>«'/>ibilt: 256/2;' VIWINCO INC»=-»L--5 PO OX 2,2:<ifi 3p<% MORGNTOWN, P 53 *2 S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY 60 x 72 -crettel CROSS SECTIONS, OM ND GLZING DETIL FIN FRME SO DRWN: DWG NO S SCLE 08-07 DTE 0/3/2 3 OF 7 /,0 37>/0 ' S-G OR\02 0#2 '3/-'/ONL % //0\\\\\
ISIONS 5/8 " MIN 07/27/5 ISED INSTLLTION DETILS EDGE DISTNCE 7/6" MIN -- EDGE DISTNCE IVIETL - STRUCTURE - WOOD FRMING -- /" MIN OR 2X UCK \ L:» SELNT SL@--5 3-T]0 5/8" MIN - /" MX _ SHIM SPCE '*' #8 SMS OR SHIM SPCE SELNT /" MIX _f /" MX /NTER/OR EDGE DISTNICE RL SHIM SPCE HIN=/HUNHUNHUHUNHUU» DTE SELF DRIL_LING 8 -(»»5*- -i /0 D< X, STRUCTURE IK 0 07='«---jj METL -- FF«T 8 0]t»- S SELF DRILLING L» SELNT JM INSTLLTION DETIL METL STRUCTURE INSTLLTION lf= 5 3>-==r FE)--6 /" MIN /" MX SHIM SPCE #8 SMS OR SELF DRILLING 'LIC=]U - 8 SELNT PSPERjoLSf» /" MX - - 8 /" MX SHIM SPCE -3- I \# 0% 5/8" MIN WOOD FRMING EDGE DISTNCE /" MINI OR 2X UCK 02»/ METL - S HIM SPCE WOOD FRMING '' 0 EDGE DISTNCE 03 @ % E STRUCTURE 8 7/6" MIN OR 2X UCK SELNT VERTICL CROSS SECTION METL STRUCTURE INSTLLTION JM INSTLLTION DETIL WOOD FRMING OR 2X UCK INSTLLTION 7/6" MIN EDGE DISTNCE SIGNED: 07/28/205 VERTICL CROSS SECTION WOOD FRMING OR 2X UCK INSTLLTION '/>ibilt: 256/2;' VIWINCO INC PO OX :R j i :p<% MORGNTOWN, P 53 *2 S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY 60 x 72 -crettel FRME INSTLLTION DETILS ND FINISHES,, SO NOT SHOWN FOR CLRITY 2 PERIMETER ND JOINT SELNT TO E DESIGNED IN CCORDNCE WITH STM E22 DRWN: DWG NO S SCLE 08-07 DTE 0/3/2 OF 7 /,0 37>/0 ' S-G OR\02 0#2 '3/-'/ONL % //0\\\\\
ISIONS 2 /2" MIIN EDGE DISTNCE CONCRETE/MSONRY DTE 07/27/5 ISED INSTLLTION DETILS S 3 2-52 OPTIONL X UCK - s SECURED SEE NOTE 3 5 TO E PROPERLY /" MINI /" MIN»j-5- CONCRETE/MSONRY SELNT /" MX /" MX OPTIONL X UCK SHIM SPCE SHIM SPCE TO E PROPERLY SECURED SEE NOTE 3 3/6" TPCON 3/6" TPCON 8%»3 [ U -3» 2 /2" %«MIN EDGE DISTNCE 3/6" TPCON SELNT Cl /" MX OPTIONL X UCK SELNT SHIM SPCE TO E PROPERLY JM INSTLLTION DETIL SECURED SEE NOTE 3 CONCRETE/MSONRY INSTLLTION CONCRETE/MSONRY % - 3 /" MIN, < 6 2 /2" MIN EDGE DISTNCE SIGNED: 07/28/205 VERTICL CROSS SECTION CONCRETE/MSONRY INSTLLTION '/>ibilt: 256/2;' VIWINCO INC PO OX :R j i :p<% MORGNTOWN, P 53 *2 S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY 60 x 72 -crettel FRME INSTLLTION DETILS ND FINISHES,, SO NOT SHOWN FOR CLRITY 2 PERIMETER ND JOINT SELNT TO E DESIGNED IN CCORDNCE WITH STM E22 DRWN: DWG NO S SCLE 08-07 DTE 0/3/2 5 OF 7 /,0 37>/0 ' S-G OR\02 0#2 '3/-'/ONL % //0\\\\\
ISIONS SELNT 07/27/5 ISED INSTLLTION DETILS EHIND FIN WOOD FRMING /" MIX /" MX WOOD FRMING F SHIM SPCE EDGE DISTNCE RL / " MIN 7/6" MI _f DTE SHIM SPCE 6 / MIN»t > - «' JI f 3 <50 ><xxxxx 7/6" MIN» sf EDGE DISTNCE SELNT EHIND FIN ' i JM INSTLLTION DETIL r WOOD FRMING OR 2X UCK INSTLLTION /" MIX l'--ic] E SHIM SPCE C= 7/6" MIN _f EDGE DISTNCE WOOD FRMING /" MIIN SELNT E HIND FIN VERTICL CROSS SECTION SIGNED: 07/28/205 WOOD FRMING OR 2X UCK INSTLLTION '/>ibilt: 256/2;' VIWINCO INC PO OX :R j i :p<% MORGNTOWN, P 53 *2 S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY 60 x 72 ND FINISHES,, -crettel NIL FIN INSTLLTION DETILS NOT SHOWN FOR CLRITY SO 2 PERIMETER ND JOINT SELNT TO E DESIGNED IN CCORDNCE WITH STM E22 DRWN: DWG NO S SCLE 08-07 DTE 0/3/2 6 OF 7 /,0 37>/0 ' S-G OR\02 0#2 '3/-'/ONL % //0\\\\\
ISIONS DTE 07/27/5 ISED INSTLLTION DETILS RL - - /2-0-r 6 /" 2 /" j 3 /8 F- 2 5/8" 5/lk-;F /6' -7/8"- 3/8" 3-- /6" 3 /" Frante Sash VINYL 070 THICK VINYL 070 THICK 3 / 3 /6" 0 = F r-- 5/6" + - '%»8====f LL 2-f 5/6 Sash Reinforcement Sash Reinforcement Glazing ead Under Hinge Reinforcement luminum 605 T5, nodized luminum 605 T5, nodized VINYL 00 THICK luminum 605 T5, nodized 078 THICK 060 THICK - " 3 'aj 3/6" 060 THICK 3 /6" t' f» 5/6" 3 5/6" -ig 3 /8 j liu ----- 7/8" 3/8" 3/8" /8" pn _/6" 7/8" Clf 7/6" / Frame (with Nail Fin) stragal Frame VINYL 070 THICK VINYL 070 THICK 5/8" U»' /6" - \* - Ill f stragal Reinforcement Under Operator Reinforcement Snubber - Sash Snubber - Frame luminum 605 T5 luminum 605 T5 luminum 605 T5 luminum 605 T5, nodized 060 THICK 060 THICK 02 THICK 00 THICK - - 7/6»E SIGNED: 07/28/205 '/>ibilt: 256/2;' VIWINCO INC PO OX Spacer :R j i :p<% MORGNTOWN, P 53 VINYL 080 THICK *2 S-SERIES IMPCT W/FIX STCKED COMINTION SSEMLY 60 x 72 -crettel COMPONE SO DRWN: DWG NO S SCLE 08-07 DTE 0/3/2 7 OF 7 /,0 37>/0 ' S-G OR\02 0#2 '3/-'/ONL % //0\\\\\