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AV <br /> REVISIONS <br /> REV DESCRIPTION DATE APPROVED <br /> E REVISED PER NEW REQUIREMENTS 12/26/17 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 INCLUDING THE HVHZ. 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 #10 SMS OR SELF <br /> 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND <br /> 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION <br /> DETAILS. <br /> ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT. <br /> INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. <br /> MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. <br /> 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR <br /> COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM <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. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD <br /> BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE <br /> 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, SEE SHEET 2 FOR GLASS DETAILS. <br /> 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND <br /> BORNE DEBRIS REGIONS. <br /> 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 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:1212712017 <br /> VIWIN TECH 2400 IRVINDCOWS OBB DRIVE <br /> DOORS \```)S Rtl1:L041//' <br /> PADUCAH, KY 42003 v•��CENs,gs+'; <br /> SHORELINE DOUBLE HUNG WINDOW 5100 *.• p 51 <br /> 52" X 75" IMPACT HVHZ <br /> NOTES O TAT E'F <br /> TABLE OF CONTENTS DRAWN: DWG NO. REV <br /> SHEET NO. DESCRIPTION SCALE DATE 08 s00E206 E <br /> 1 NOTES NTS 07/25/07 1 OF 8 <br /> 2 ELEVATION & GLAZING DETAIL L ROBERTO LOMAS P.E. Luis R. Lomas P.E. <br /> 1432 WOODFORD RD LEWISVILLE;NC 27023 FL No.: 62514 <br /> 3 — 8 INSTALLATION DETAILS 434-688-0609 A/emas@Ir7emaspe.mm <br />