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161 <br /> REVISIONS <br /> REV DESCRIPTION DATE APPROVED <br /> C REVISED PER NEW REQUIREMENTS 01/12/18 R.L. <br /> NOTES: <br /> 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH <br /> REQUIREMENTS OF FLORIDA BUILDING CODE INCLUDING THE HVHZ <br /> 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO <br /> PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY <br /> OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. <br /> 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF <br /> WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. <br /> 4) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY <br /> APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY <br /> REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, <br /> BUILDING OWNER OR CONTRACTOR. <br /> 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND <br /> BORNE DEBRIS REGIONS. <br /> 6) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY <br /> TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. <br /> 7) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. <br /> SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY VINYL WINDOW <br /> TECHNOLOGIES, INC. AND MUST BE MADE OUT OF VINYL PVC. <br /> 8) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN <br /> PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. <br /> 9) TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG <br /> AS THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED AND <br /> MULLION IS ANCHORED AS SHOWN HEREIN. <br /> 10) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL <br /> APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND <br /> MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. <br /> 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE <br /> PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR <br /> WOOD ANCHOR CALCULATIONS. <br /> SIGNED:0111212018 <br /> VIWINTzaao RvCH NDO COBBIN DRDEDOORS \`\\\r lR 1!<<d <br /> PADUCAH, KY 42003-0588 `�,•4\GENSF'9,p/� <br /> SHORELINE 3" IMPACT MULLION *,•/�10j'�51 <br /> VERTICAL AND HORIZONTAL C � <br /> NOTES �� $TAT OF•�� <br /> TABLE OF CONTENTS ���`�•R P <br /> DRAWN: DWG N0. REV <br /> SHEET NO. DESCRIPTION RA E DATE 08 500237 c �pNA�/it I III tEN�\\\ <br /> 1 VERTICAL MULLION ELEVATION AND GENERAL NOTES NTS 09/05/07 1 OF 5 <br /> 2 HORIZONTAL VERTICAL/HORIZONTAL MULLION ELEVATION L.ROBERTOLOMASP.E Luis R. Lomas P.E. <br /> f432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 <br /> 3 B.O.M. COMPONENTS AND INSTALLATION DETAILS 434-666-0609 rllomas@Irlomaspe.com <br />