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REVi510N5 ' <br /> REV DESCRIPTION DATE APPROVED <br /> A REVISED INSTALLATION DETAILS 06/22/75 R.L. <br /> NOTES. 14 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WI7H MANUFACTURER�S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> REOUIREMENTS OF iHE FLORIDA BUILDING CODE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW <br /> 2. WOOD FRAMING A��D MASONRY OPENING TO 8E DESIGNED AND ANCHORED TO PROPERLY q, WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. <br /> RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 7 (OR GREATER). <br /> 3. 1X BUCK OVER MnSONRv/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMiNUM 6063—TS 1/8" THICK MINIMUM <br /> DISSIMILAR MnTERiALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 15. APPROVED CONFIGURATIONS. OX, X0, OXO <br /> SELECTION OF COATiNG OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHiTECT OR <br /> ENGINEER OF RECORD <br /> 4 ALLOWABLE STRESS iNCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT <br /> SHOWN HEREIN. wiND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR <br /> CALCULATIONS. <br /> 5. FRAME MATERIAL EX7RUDED RIGID PVC. <br /> 6 UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLAZING. <br /> 7 APPROVED IMPACT PROiECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE <br /> DEBRIS REGIONS. <br /> 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHiM WHERE <br /> SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4" <br /> 9 FOR NAILING FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE �8 WOOD SCREWS <br /> OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/2" MINIMUM EMBEDMENT INTO <br /> SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS <br /> 10 FOR FRAME INSTA�LATION INTO WOOD FRAMING OR 2X BUCK USE �J72 WOOD SCREWS OR <br /> EOUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 S/8" MINIMUM EMBEDMENT INTO <br /> SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> 11 FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4" TAPCONS OR EOUIVALENT <br /> WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE <br /> WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND <br /> INSTALLATION DETAII.S. <br /> 12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE �12 SMS OR SELF DRILLING <br /> SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE <br /> INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DE7AILS. <br /> 13. ALL FASTENERS 70 BE CORROSION RESISTANT <br /> SIGNED:06/23/2015 <br /> EASTEFNFRCNRECTUMLSYSiENS "II,! <br /> `+ Eastern FASTENN uEfnlSVGPIv \\��\�,R� L O'/�/�i <br /> ■ �o�eo:: t4saTUDUEST�CnvE ` • •� <br /> TABLE OF CONTENTS �;�A"�""""'^n"^•""' e��131�.ROA�onit9i� �.��GENS�'9�i�i� <br /> SHEET N0. DESCRIPTION �VSERIES 623 VINYL SLIDING GLASS DOOR �*' 0 51 *- <br /> 1 NOTES 144�� x 96�� NON—IMPACT =,fl����` <br /> NOTES ��0� $TAT OF <br /> 2 NAIL FIN ELEVATION DRAWN: DWG N0. REV �'"� 'c�ORI�P•��'�� <br /> 3 FLANGE ELEVATION R.L. OS-01673 A ����iss�ONAt E�G��\\ <br /> 4 — 6 INSTALLATION DETAILS sc"iE NTS DATE 07/13/12 s"E�1 OF 6 �����f Ifll`���\ <br /> � <br />