=\\412/82/« 40/1111\\\\\\ -==-& * S OR\01: -** VIWINCO, INC. sm * STATE OF '2: SIGNATURE/VIWINCO CASEMENT PICTURE 01/06/15

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1 ISIONS 15 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH S WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM INTO REQUIREME OF THE FLORIDA BUILDING CODE SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE 16 FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCOI\IS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/" MINIMUM INTO SUBSTRATE WITH 2 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 1/2" MINIMUM LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 3 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL INSTALLATION DETAILS WHERE SHIM OR BUCK THICKNESS IS LESS THAN 11/2" WINDOW UNITS MUST BE 17 FOR AINCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DRILLING S WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO STRUCTURE WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS Al\ID INSTALLATION MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL DETAILS 5 WHERE WOOD BUCK THICKNESS IS 11/2" OR GREATER, BUCK SHALL BE SECURELY 18 ALL FASTENERS TO BE CORROSION RESISTANT FASTENED TO MASONRY, CONICRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY 1 INSTALLATIOI\1 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE AINCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6 WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH A WOOD MINIMUM SPECIFIC GRAVITY OF G=02 COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,12 PSI THE ARCHITECT OR ENGINEER OF RECORD C MASONRY STRENGTH CONFORMANCE TO ASTM C0, GRADE N, TYPE 1 (OR GREATER) 7 BUCKS SHALL EXTEI\ID BEYOND WINDOW FACE SO THAT FULL FRAME SUPPORT IS PROVIDED D METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063T5 1/8" THICK MINIMUM 20 GEOMETRIC SHAPES ARE ALSO GEOMETRIC SHAPES DIMENSIONS 8 FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF RECTANGULAR ASSEMBLY SHOWN IN 2 GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/" SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10 WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS 11 FRAME MATERIAL: EXTRUDED RIGID PVC 12 UNITS MUST BE GLAZED PER ASTM E13000, SEE 2 FOR GLASS DETAILS 13 IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 1 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD S WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS =\\12/82/«VIWINCO, INC MORGANTOWN BUSINESS PARK, PO BOX <62,SOE/;<12% MORGANTOWN, PA 153 =* /5'10'/6251' :*2 TABLE OF CONTE 30 Z+UeO<**,ZB, E NO ELEVATION, ANCHORING AND NOTES 2 3 CROSS SECTIONS AND BOM INSTALLATION DETAILS sm * STATE OF '2: NOTES <Gyr DWG NO NG 1 OF 6 0/1111\\\\\\

2 ISIONS 72" MAX FRAME WIDTH 72" MAX FRAME WIDTH 12" 2" MAX MAX 00 5" MAX 12" 5" MAX MAXOC 2" MAX! 5" MAX 12" MAX 12" MAX OC OC 72" 72" MAX MAX FRAME FRAME HEIGHT HEIGHT 5" MAX 2" MAX 11f SSERIES CASEMENT PICTURE CAMBRIDGE CASEMENT PICTURE VIEW FIN INSTALLATION VIEW DESIGN PRESSURE RATING IMPACT RATING +55OPSF NONE FRAME INSTALLATION 15/16 1/8" ANN,00 SGP BY DUPONT 1/8" ANN 1 (2) 5/16" DIAMETER WEEP HOLE LOCATED 3" FROM EACH END AT BOTTOM RAIL 2 1/8" x 3/8" WEEP SLOT LOCATED 3" FROM EACH END OF GLAZING POCKET 3 SASH MAXIMUM DL0: 65 1/2" X 65 1/2" 1/8" TEMP VIWINCO, INC 1/2" BITE ' MORGANTOWN BUSINESS PARK, PO STEEL 12ju***Zrfs SILICONE ELEVATIONS 0 DWG NO NG GLAZING DETAIL S E * 10,52518 * S L DOW SETTING BLOCK BOX MORGANTOWN, PA OF 6 * AOR\0 1* /0 G: '3/66IVAL E //0/1111\\\\\\

3 ISIONS 1/2" MIN WOOD FRAMING OR 2X BUCK N 1 3/8" MIN 1/" MAX U & 1 3/8" MIN 1/" MAX»* 1 Inf,, f@i««1/2" MIN n #8 X 1 1/" PH } #10 WOOD AND 18" MAX OC THEREAFTER Il =310 03» % #10 WOOD Eli»=31 WOOD FRAMING OR 2X BUCK #8 X 1 1/" PH AND 18" MAX OC THEREAFTER #10 WOOD & 1/" MAX f7 + f 1 3/8" MIN WOOORD 2[ptlt li =\\12/82/«VIWINCO, INC MORGANTOWN BUSINESS PARK, PO BOX 62 00:0 E Al:0=5 MORGANTOWN, PA AND FINISHES,, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT TO BE FRAME INSTALLATION DETAILS <Gyr DWG NO NG 3 OF 6 0/1111\\\\\\

4 ISIONS 3/" MIN M ETAL STRUCTURE 1/" MAX 11 F V 1/" MAX V////////:x 3/" MIN #10 SMS OR SELF DRILLING 1 LL \ T If 3 1 /if #8 X 1 1/" PH AND 18" MAX OC THEREAFTER If #10 SMS OR 2, SELF DRILLING S T li f!i METAL 11 STRUCTURE c11 Y 6, 6///1// & #8 X 1 1/" PH AND 18" MAX OC THEREAFTER METAL STRUCTURE INSTALLATION j r #10 SMS OR»t f511 / & \ SELF DRILLING 1/" MAX E METAL 2 STRUCTURE % «\K *\\ \h\x\n»"h\\ \X\"*,h\ \1 METAL STRUCTURE INSTALLATION =\\12/82/«VIWINCO, INC MORGANTOWN BUSINESS PARK, PO BOX 62 00:0 E Al:0=5 MORGANTOWN, PA AND FINISHES,, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT TO BE FRAME INSTALLATION DETAILS <Gyr DWG NO NG OF 6 0/1111\\\\\\

5 ISIONS 2 1/2" MIN CONCRETE/MASONRY ** 1 =r 1 1 * I OPTIONAL 1 X BUCK =1 ' 1 1/" MIN 1 1/" MIN, 1 / ir <7 SEE NOTES 37 A 1 CONCRETE/MASONRY /" MAX 1 SEE NOTES 37 & 1/" MIAX 51 OPTIONAL 1 X BUCK 1 1/1 3/16" TAPCON \ L 3/16" TAPCON i/110 1 #8 X 1 1/" PH 1 \ ijp 5 LS'f 1*fflj)3El 2 1/2" B) 11/1 MIN EDGE DISTANCE V #8 X 1 1/" PH 6" F =3 18» FROM EACH CORNER rl AND 18" MAX OC THEREAFTER AND 18" MAX OC THEREAFTER & A & 3/16" TAPCON CONCRETE/MASONRY INSTALLATION 1/" MAX OPTIONAL 1 X BUCK SEE NOTE AND FINISHES,, CONCRETE/MASONRY NOT SHOWN FOR CLARITY li 6 <j 2 PERIMETER AND JOINT TO BE /" MIN 1 2 1/2" MIN =\\12/82/«VIWINCO, INC MORGANTOWN BUSINESS PARK, PO BOX 62 00:0 E Al:0=5 MORGANTOWN, PA 153 CONCRETE/MASONRY INSTALLATION FRAME INSTALLATION DETAILS <Gyr DWG NO NG 5 OF 6 0/1111\\\\\\

6 ISIONS 1 1/2" MIN #6 WOOD WOOD FRAMING 1/" MAX F 7/16" MIIN I DL_15 1/" MAX WOOD FRAMING B /1 1 13Ll]*! n 1 1/2" MIN #8 X 1 1/" PH / Al AND 18" MAX OC THEREAFTER & r'% i» A Elm % I * lf #6 WOOD #8 X 1 1/" PH AND 18" MAX OC THEREAFTER 7/16" MIN B 1/" MAX EJ pnm F 1 AND FINISHES,, 7/16" MIN 1 NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT TO BE #6 WOOD WOOD FRAMING 1 1/2" MIN =\\12/82/«VIWINCO, INC MORGANTOWN BUSINESS PARK, PO BOX 62 00:0 E Al:0=5 MORGANTOWN, PA 153 FIN INSTALLATION DETAILS <Gyr DWG NO NG 6 OF 6 0/1111\\\\\\