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REVISIONS <br /> REV DESCRIPTION DATE APPROVED <br /> NOTES: ANCHORING NOTES: <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS <br /> 2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SHOWN IN INSTALLATION DETAILS. <br /> STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE <br /> 3. ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS <br /> SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS. <br /> CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH <br /> 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND <br /> BORNE DEBRIS REGIONS. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN ATE APPROVAL.THIS DOCUMENT APPLY ONLY TO LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS. <br /> MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE 4, FOR ATTACHING WINDOW UNITS TO MULLION USE 10 SELF DRILLING SCREWS WITH 6. SINGLE WINDOWS D TO MULLION MUST HAVE SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE <br /> WINDOWS ATTACHED BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL. <br /> 5. ALL FASTENERS TO BE CORROSION RESISTANT. <br /> PRESSURE THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> 8. UNITS MAY B BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND <br /> HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN <br /> 9. MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> APPLICATIONS AS LONG AS DIMENSIONS' INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. <br /> C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR <br /> GREATER). <br /> D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .058" THICK MINIMUM <br /> 7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. <br /> SCREWS MUST BE FIELD INSTALLED. <br /> SIGNED:01/1712017 <br /> EASTERN ARCNITEC -SYSTEMS ,tlll/!I <br /> ,Eastern EASTERN METAL SYPRV \\\X R� LOz <br /> 3 IS IDOMESTICAVE \ �•� . / <br /> `�; .FL=12 `ter. �0EN0 9s/� <br /> TABLE OF CONTENTS "' "" ` <br /> x176 HVHZ VERTICAL HORIZONTAL MULLION *�• ,�It�0„61261 *`SHEET N0. DESCRIPTION / 0 <br /> 1 NOTES LARGE AND SMALL MISSILE IMPACT =,a �` <br /> NOTES ��D TAT OF <br /> 2 APPROVED CONFIGURATIONS AND CHART R p •w� <br /> DRAWN: DAD NO. REV / ` C0RIO••\�\� <br /> 3 - 5 INSTALLATION DETAILS V.L. <br /> DATE 08 SHEET <br /> 0 E952 <br /> 6 COMPONENTS NTS 09/15/16 1 OF 6 <br />