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REVISIONS REV DESCRIPTION DATE APPROVED NOTES: A REVISED INSTALLATION DETAILS 08/07/15 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO B REVISED ANCHORING NOTES 06/05/17 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE ANCHORING NOTES: RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS FACTOR Cd=1-6 WAS USED FOR WOOD ANCHOR CALCULATIONS. SHEET 3. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED SHOWN IN INSTALLATION DETAILS SHEET 4. UNDER SEPARATE APPROVAL. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE WINDOWS AND DOORS, INC. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM WINDOW OR DOOR UNIT. EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS THEREAFTER. STAGGER SCREWS AT EACH WINDOW. ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 5) ALL FASTENERS TO BE CORROSION RESISTANT. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED 6) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND TO THIS DOCUMENT. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 4,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, DESIGN PRESSURE TABLE INSTRUCTIONS: TYPE 1 (OR GREATER). 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE D. METAL - STEEL 18GA (.048") FY=33KSI/FU=52KSI OR CHAPTER 16. ALUMINUM 6063-T5 FU=30KSI .0625" THICK MINIMUM. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. SIGNED: 10/17/2017 TRIBUTARY WIDTH = W1 2 W2 M650 IWDOWESTMA KETS AND DOORS \`"'J\s 111I II/o STREET GRATZ, PA 17030-0370 `v••�%GENSF••cP<� M-2285 - VERTICAL MULLION =*�•//�0ayOFX, ` 84" MULLION SPAN �a�y(gq( TABLE OF CONTENTS NOTES ��, T4 SHEET NO. DESCRIPTION V.L. OS-01833 N: DWG NO. RE A, DRAWN:DOR�O'.lsz NOTES � SCALE DATE SHEET ////1111 2 CONFIGURATIONS AND DP CHART NTS 01/11/12 1 OF 4 3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 4 COMPONENTS 434-668-0609 illomas@lTlomaspe.wm