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REVISIONS <br /> REV DESCRIPTION DATE APPROVED <br /> A REVISED INSTALLATION DETAILS 06/10/15 R.L. <br /> NOTES: <br /> 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 8 REVISED ANCHORING NOTES 06/07/17 R.L. <br /> COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. <br /> 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: <br /> TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD <br /> RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM <br /> 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS <br /> DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. <br /> FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRACON <br /> 4) APPROVED IMPACT PROTECTIVE SYSTEM JS NOT REQUIRED FOR THIS TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM <br /> PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS <br /> 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4. <br /> DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF <br /> UNDER SEPARATE APPROVAL. DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS <br /> 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS <br /> SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. <br /> WINDOWS AND DOORS, INC. <br /> 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 3) FOR ATTACHING WINDOW UNITS TO MULLION USE SELF DRILLING <br /> MIN <br /> LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM <br /> EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE <br /> WINDOW OR DOOR UNIT. <br /> SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS <br /> 8 UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE <br /> SHOWN IN WINDOW SEPARATE APPROVAL <br /> UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 4) ALL FASTENERS TO BE CORROSION RESISTANT. <br /> ANCHORED AS SHOWN HEREIN. <br /> 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH <br /> IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS <br /> HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN <br /> TO THIS DOCUMENT. THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. <br /> C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, <br /> DESIGN PRESSURE TABLE INSTRUCTIONS: TYPE 1 (OR GREATER). <br /> 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE D. METAL STRUCTURE — STEEL 18GA (.048") FY=33KSI/FU=52KSI OR <br /> ALUMINUM 5063—T5 FU=30KSI .048" THICK MINIMUM <br /> CHAPTER 16. <br /> 2) PRODUCINE T TORIBUTARY BE INSTALLED•DTH AND MULLION N SEE FORMULA FORTRIB (gL(gJJ�22LOWy SHALL COP�PLI'If1l17FI + (.VAILING <br /> 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARy,.y 'Af-LORIDA BUILDING CODE, <br /> THE INTERSECTION OF ROW AND COLUMN CONT, O�N�AuLNELECTRIC CODE, <br /> SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MNI b"rFh"N6ITY OF ZEPHYfflILLS <br /> FOR PRODUCT IN STEP 2. OR��NCES <br /> MULLION RATING MUST BE EQUAL OR GREATER THA`'-vey 1vt'1 <br /> DESIGN PRESSURE OBTAINED IN STEP 1. REView SIGNED: 1011612017 <br /> TRIBUTARY WIDTH = W1 + W2 CITY MI WINDOWS AND DOORS, LLC ����%%Rl11/i/j/. <br /> 2 PI P�Y�H�L ZQ 650 WEST MARKET STREET �5 0� <br /> �-�1�V � I►q�A'�� GRATZ, PA 17030-0370 •��CENS�?d' <br /> MIN 5765 VERTICAL MULLION _*4"TATPOF <br /> 0y� *= <br /> 83" MULLION SPAN �TABLE F CONTENTS GENERAL NOTES �.A• •,Lj` <br /> SHEET NO. DESCRIPTION i0.c`�•�` P <br /> DRAWN: DWG NO. REV //i�s �0110•G� <br /> 1 NOTES SCALE DATE 08 SHEET <br /> a �iiij`S�pNAL1E�Z <br /> 2 CONFIGURATIONS AND DP CHART NTS 01/11/12 1 OF 4 <br /> 3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. <br /> 1432 WOODFORD RD LEWISVILLE.NO 27023 FL NO.: 62514 <br /> 4 COMPONENTS 434-688-0609 rllamas@lrlomaspa.com <br />