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MULTI -SPAN CURTAIN WALL LOAD TABLE <br />(CORNER FRAME MEMBER) <br />ALLOWABLE PRESSURE (+/-PSF) <br />SPAN <br />"L" <br />(IN.) <br />LOAD <br />WIDTH <br />(IN.) <br />CORNER <br />FRAME <br />MEMBER <br />CONNECTION TYPE <br />T-ANCHOR <br />INTERMEDIATE <br />WL OR DL <br />ANCHOR <br />END <br />WL OR DL <br />ANCHOR <br />40.381 <br />71.9 <br />71.8 <br />71.9 <br />90.0 <br />37 <br />78.4 <br />78.4 <br />78.4 <br />90.0 <br />167.5 <br />34 <br />85.4 <br />85.3 <br />85.4 <br />90.0 <br />32 <br />90.0 <br />90.0 <br />90.0 <br />90.0 <br />40.38 <br />82.9 <br />77.1 <br />77.2 <br />90.0 <br />156 <br />37 <br />90.0 <br />84.2 <br />84.2 <br />90.0 <br />34 <br />90.0 <br />90.0 <br />90.0 <br />90.0 <br />151 <br />40.38 <br />88.5 <br />79.7 <br />79.7 <br />90.0 <br />37 <br />90.0 <br />86.9 <br />87.0 <br />90.0 <br />35 <br />90.0 <br />90.0 <br />90.0 <br />90.0 <br />145 <br />40.38 <br />90.0 <br />83.0 <br />83.0 <br />90.0 <br />37 <br />90.0 <br />90.0 <br />90.0 <br />90.0 <br />139 <br />40.38 <br />90.0 <br />86.6 <br />86.6 <br />90.0 <br />38 <br />90.0 <br />90.0 <br />90.0 <br />90.0 <br />133 <br />140.381 <br />90.0 <br />1 90.0 <br />1 90.0 <br />1 90.0 <br />LEGEND FOR <br />MULTI -SPAN LOAD TABLES <br />SPAN "L" = <br />SPAN BETWEEN <br />SUPPORTS <br />R4 = FRAME MEMBER WITH REINFORCEMENT R4 <br />LOAD WIDTH <br />= LOAD WIDTH <br />FOR A VERTICAL FRAME MEMBER <br />R5 = CORNER FRAME MEMBER WITH REINFORCEMENT R5 <br />RO = FRAME <br />MEMBER WITH <br />NO REINFORCEMENT <br />WL ANCHOR = WIND LOAD ANCHOR <br />R1 = FRAME <br />MEMBER WITH <br />REINFORCEMENT R1 <br />DL ANCHOR = DEAD LOAD ANCHOR <br />R2 = FRAME <br />MEMBER WITH <br />REINFORCEMENT R2 <br />N/A = NOT APPLICABLE <br />R3 = FRAME <br />MEMBER WITH <br />REINFORCEMENT R3 <br />NOTE: SEE DRAWING 1789 OR 1790 FOR REINFORCEMENT AND ANCHOR DESCRIPTIONS AND DETAIL. <br />SCH <br />` j.•� C S •.• si <br />No. 44135 •'0 <br />'s*= <br />oc <br />'sue STATE OF �'�: <br />F <br />sfl#* O dA1-%.0 <br />firlistI1 <br />0ERTIFICATION DRAWING TITLE NO. REVISION DESCRIPTION BY DATE <br />ADDENDUM "A• TO DRAWING NO. 1789 & 1790 <br />(LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" <br />2016 DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS <br />CONSULTANTS MANUFACTURER <br />W. W. SCHAEFER ENGINEERING KAWNEER COMPANY. INC. <br />& CONSULTING. P.A. (CA 6809) 555 GUTHRIDGE COURT <br />7480 150TH COURT NORTH NORCROSS, GA 30092 DPAWN BY: I DATE SHEET NO. REV. <br />WARREN W. SCHAEFER P.E. PALM BEACH GARDENS. FL 33418 <br />P.E. NO. "139 PHONE: 561-744-3424 770-449-5555 4 of 8 <br />