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REVISIONS <br /> REV DESCRIPTION DATE I APPROVED <br /> D REVISED ANCHORS 02/05/18 R.L. <br /> NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND <br /> 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS. <br /> TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE <br /> RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING <br /> 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE <br /> 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> 17. ALL FASTENERS TO BE CORROSION RESISTANT. <br /> ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. <br /> BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. <br /> MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR <br /> 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM. <br /> COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OX, XO. <br /> THE ARCHITECT OR ENGINEER OF RECORD. <br /> 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS <br /> PROVIDED. <br /> 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE <br /> SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-'. <br /> 9. SHIMS SHALL 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 E1300-04/09. <br /> 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE <br /> DEBRIS REGIONS. <br /> 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD <br /> SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO <br /> SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> SIGNED:0210512018 <br /> VIWIN 2400 IRVI NDCOOBB ARID DOORS `\,\.IR IILO <br /> PADUCAH, KY 42003 `v•��GENSF•J1�� <br /> 3100 SHORELINE PVC SINGLE GLIDER NON—IMPACT .�*�•/�0,.6125�1 Y*_ <br /> FULLY REINFORCED 74" X 63" vL{ttii(�ir �1 <br /> NOTES ��o, TAT OF- tL <br /> TABLE OF CONTENTS ��'A, '*' P <br /> SHEET NO. DESCRIPTION DRAWN: Dwc No. 08-00162 RD ��`rSj(.R..T�C'`��` <br /> 1 NOTES SCALE NTS DATE 06/03/07 SHEET OF 6 �NAj1E���� <br /> 2 ELEVATIONS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. <br /> 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 <br /> 3 — 6 INSTALLATION DETAILS 434-688-0609 dlomas@ldomaspe.wm <br />