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REVISIONS <br /> REV DESCRIPTION DATE I APPROVED <br /> A REVISED ANCHORS 02/27/16 R.L. <br /> B ADDED NEW EXTRUSIONS 01/16/2020 R.L. <br /> NOTES: 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. I <br /> INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD <br /> TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO <br /> RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. <br /> 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH <br /> ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 MINIMUM EDGE DISTANCE. <br /> " <br /> LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION <br /> INSTALLATION INSTRUCTIONS. ANCHORS'SHALL BE SECURELY FASTENED DIRECTLY INTO <br /> DETAILS. <br /> MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. <br /> 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING <br /> 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY <br /> SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE <br /> FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY <br /> INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH <br /> 19. ALL FASTENERS TO BE CORROSION RESISTANT. <br /> MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. <br /> 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> THE ARCHITECT OR ENGINEER OF RECORD. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. <br /> PROVIDED. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. <br /> 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR <br /> EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16., OR ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM <br /> GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 21.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS <br /> 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN <br /> OF SUSTAINING APPLICABLE LOADS. IN SHEET 2. <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 FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS <br /> WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. <br /> LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> SIGNED:0112812020 <br /> MI WINDOWS & DOORS, LLC. <br /> 650 WEST MARKET STREET ��\\J\r?R•L0�19�i� <br /> GRATZ, PA 17030-0370 \v•�\GENS�•�+��. <br /> SERIES 1620 SH REINFORCED *• 0 51 *= <br /> NON—IMPACT 52 1/8" X 75" off= <br /> TABLE OF CONTENTS NOTES :�-p' TAT OF <br /> SHEET N0. DESCRIPTION DRAWN: Dwc Na. REV %�'cFS'cC000 <br /> 1 NOTES R.A a DAZE O8 02999 B // ONA I,��\��\ <br /> 2 — 3 ELEVATIONS NTS 11/30/16 1 SHEET 1 OF 17 <br /> 4 —16 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. <br /> LUIS R. Lomas P.E. <br /> 1432 WOODFORD RD LEWISVILLE,NC 27023 <br /> 17 COMPONENTS 434-688-0609 r1lomas0domaspe.mm FL No.: 62514 <br />