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N W S�NA�/,i <br />i\ Q`� ••'•BEN ••'•e �� // <br />No. 44135 <br />s <br />00 �w STATE OFdo <br />o <br />P�tttlll� <br />ALLOWABLE DESIGN PRESSURE <br />(SINGLE SPAN REINFORCED CURTAIN WALL WrrH <br />REINFORCEMENT R4) <br />MAXIMUM <br />FRAME <br />HEIGHT <br />(IN.) <br />MAXIMUM <br />LOAD <br />WIDTH <br />(IN.) <br />ALLOWABLE PRESSURE <br />(POS & NEG PSF) <br />AT STANDARD & <br />CORNER MULLION <br />AT DOOR JAMB <br />MULLION <br />159 <br />76 1/4 <br />74.9 <br />64.0 <br />72 <br />79.3 <br />67.8 <br />68 5/8 <br />83.2 <br />71.1 <br />62 <br />90.0 <br />78.7 <br />56 <br />90.0 <br />87.2 <br />54 <br />90.0 <br />90.0 <br />147 <br />76 1/4 <br />81.0 <br />69.3 <br />72 <br />85.8 <br />73.3 <br />68 5 8 <br />90.0 <br />77.0 <br />62 <br />90.0 <br />85.2 <br />58 <br />90.0 <br />90.0 <br />144 <br />76 1/4 <br />82.7 <br />70.7 <br />72 <br />87.6 <br />74.9 <br />68 5 8 <br />90.0 <br />78.6 <br />62 <br />90.0 <br />86.9 <br />59 <br />90.0 <br />90.0 <br />138 <br />76 1/4 <br />86.3 <br />73.8 <br />72 <br />90.0 <br />78.1 <br />68 5 8 <br />90.0 <br />82.0 <br />62 <br />90.0 <br />90.0 <br />132 <br />76 1/4 <br />90.0 <br />77.1 <br />72 <br />90.0 <br />81.7 <br />68 5 8 <br />90.0 <br />85.7 <br />65 <br />90.0 <br />90.0 <br />126 <br />76 1/4 <br />90.0 <br />80.8 <br />72 <br />90.0 <br />85.6 <br />68 5 8 <br />90.0 <br />89.8 <br />120 <br />76 1/4 <br />90.0 <br />84.8 <br />72 <br />90.0 <br />89.8 <br />114 <br />76 1/4 <br />90.0 <br />89.3 <br />75 <br />90.0 <br />90.0 <br />112 <br />76 1/4 <br />90.0 <br />1 90.0 <br />PRESSURE TABLE NOTES: <br />1. SEE ELEVATION ON SHEET 4 OF DRAWING 1789 OR 1790 FOR <br />DIMENSIONING OF LOAD WIDTH. <br />2. PRESSURES SHOWN ARE SPECIFIC TO EACH INDIVIDUAL FRAME MEMBER <br />SUPPORT AREA. ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY AS <br />DICTATED BY EACH INDIVIDUAL FRAME MEMBER CONDITION. <br />3. LESSER OF PRESSURES STATED IN THIS TABLE & THE ALLOWABLE GLASS <br />PRESSURE, AS SHOWN ON SHEET 1 OF DRAWING 1789 OR 1790, SHALL <br />CONTROL AS ALLOWABLE FOR THE WALL ASSEMBLY. <br />4. LESSER PRESSURE AT DOOR FRAME MEMBER IS DUE TO THE DOOR JAMB <br />U-ANCHOR HAVING A LESSER CAPACITY THAN THAT OF THE T-ANCHOR. <br />CERTIFICATION DRAWING MILE NO. REVISION DESCRIPTION BY DATE <br />M <br />ADDENDUM A» TO DRAWING NO. 1789 & 1790 <br />(LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" <br />DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS)_ <br />/RENW <br />2m CONSULTANTS MANUFACTURER <br />L 1 W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. <br />& CONSULTING, P.A. (CA 6809) 555 GUTHRIDGE COURT <br />7480 150TH COURT NORTH NORCROSS, GA 30092 DRAWN BY: DATE SHEET NO. REV. <br />AEFER P.E. PALM BEACH GARDENS. FL 33418... 44133 PHONE: 561-744-3424 770-449-5555 8 OF 8 <br />