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REVISIONS <br /> REV DESCRIPTION DATE 1 APPROVED <br /> A ADDED SILL INSTALLATIONS 01/11/18 R.L. <br /> NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS <br /> 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY AND 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 #12 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 /> ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DETAILS. <br /> 17. FOR ANCHORING THROUGH CLIP INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS <br /> INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. <br /> MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. <br /> 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. FOR ANCHORING THROUGH CLIP INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON <br /> BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO <br /> MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS <br /> 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED AND INSTALLATION DETAILS. <br /> COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. FOR ANCHORING THROUGH CLIP INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING <br /> THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE <br /> 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> PROVIDED. 20.ALL FASTENERS TO BE CORROSION RESISTANT. <br /> 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 21.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16., OR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> OF SUSTAINING APPLICABLE LOADS. B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. <br /> 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. <br /> 11. FRAME MATERIAL: EXTRUDED RIGID PVC. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR <br /> 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING. ALUMINUM 6063—T5 FU=30KSI .060" THICK MINIMUM <br /> 22. APPROVED CONFIGURATIONS: XOX, OX, XO. <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 #12 WOOD <br /> SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO <br /> SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> SIGNED:01/1112018 <br /> MI WINDOWS & DOORS, LLC. <br /> 650 WEST MARKET STREET \`\s•pEN 0;t1���� <br /> GRATZ, PA 17030 <br /> SERIES 1615/1 617 PVC SLIDING GLASS DOOR *• 0 51 <br /> NON — IMPACT XOX <br /> NOTES ��A� TAT OF tV <br /> TABLE OF CONTENTS DRAWN: Dwc NO- REV <br /> %O'��is jP[pRtOP <br /> SHEET NO. DESCRIPTION A.R. 08 50 1131 A.R j1Ea���\ <br /> 1 NOTES DATE NTS 06/28/17 1 OF 6 <br /> 2 ELEVATION AND GLASS DETAIL L.ROBERTO LOMAS P.E. <br /> LUIS R. Lomas P.E. <br /> 1432 WOODFORD RD LEWISVILLE,NC27023 <br /> 3 — 6 INSTALLATION DETAILS 434-688-0609 dlomas@Wb—p-- FL No.: 62514 <br />