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f �� <br /> . I <br /> REVISIONS <br /> REV DESCRIPTION DATE APPROVED <br /> A MANUFACTURER'S NAME CHANGE 03/04/09 RL. <br /> B REVISED PER NEW CERTIFICATION OS/20/74 R.L. <br /> NOTES. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH <br /> 7 THE PRODUC7 SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE <br /> REQUIREMENTS OF THE FLORIDA BUILDING COOE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> 2. WOOD FRAMING AND MASONRY OPENING TO BE DESiGNED AND ANCHORED TO PROPERLY 76. FOR ANCHORiNG iNTO METAL STRUCTURE USE #70 SMS OR SELF DRILLING SCREWS WiTH <br /> TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICiENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. <br /> RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 77 ALL FASTENERS TO BE CORROSION RESISTANT <br /> 4 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 7g. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR � <br /> ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW <br /> MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> 5. WHERE WOOD BUCK THICKNESS IS 7-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. <br /> FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) <br /> BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D METAL STRUCTURE. STEEL 78GA, 33KSI OR ALUMINUM 6063-TS 7/8" THICK MINIMUM <br /> MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. <br /> 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED <br /> COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF <br /> THE ARCHITECT OR ENGINEER OF RECORD. <br /> 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE 50 THAT FULL FRAME SUPPORT IS <br /> PROVIDED. <br /> 8. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REQUIRED AT <br /> EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR <br /> GREATER OCCURS. MAXIMUM ALLOWABLE SHIM 57ACK TO BE 1/4" <br /> 9 SHIMS SHAL� BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE ' <br /> OF SUSTAINING APPLICABLE LOADS. <br /> 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATiONS. <br /> 11 FRAME MATERIAL. EXTRUDED RIGID PVC. <br /> 12. UNITS MUST BE GLAZED PER ASTM E1300-04 <br /> 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE <br /> DEBRIS REGIONS. <br /> 14 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE �70 WOOD SCREWS WITH <br /> SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE <br /> ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> SIGNED'08/21/2014 <br /> FASTERN ARCMRECTURAL SYSiEMS `\`� ������O�// <br /> •• Easternr FASiEFNMIETALSVFPLY �����1R. L�����i <br /> F���,��a a�o � • � <br /> ��.:,r�w��..^_s.��no� oA,�ERs.F�oa�oa�,s,� `�.��CE�S�'9�,�i� <br /> � BOOa33-tIOC J <br /> TABLE OF CONTENTS SERIES 1441 VINYL SINGLE HUNG =*' 0�51 �'= <br /> SHEET NO DESCRIPTION 54 X 72 — <br /> NOTES (� �•�� <br /> ��Tar�� <br /> 1 NOTES DRAWN: DWG N0. REV l�O���F�OR�OP•\��\ <br /> 3 � 5 NSTALL�ATION DETAILS 5 AM NTS DATE �/29/08 08 SOOSS80F 5 B ,//�ss/�NAL1��G�\\ <br /> � <br /> J <br />