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f <br /> i7' i .>i[ r r� <br /> ffi'� <br /> 1 —1177.7.71..F.+ ..EN...t".:..7.a.. ....:..........A......ii7Arizz-,,,, i f <br /> Ito i <br /> • DL=91 plf 1c_ - �� IEBC Gravity Load Check <br /> e°� LL=76 plf ../ ; �' C 2'-2"behind wall will have <br /> 2' 1+ rf, i <br /> la zero added loadsj <br /> t -3'-0"infront of wall will <br /> 2-c; : <br /> i _. have zero live load when <br /> climbers are on wall <br /> m i DL=91 plf/2.167'=42 psf <br /> `'.� ,,./ <;: LL=76 pif/5 =15 psf <br /> „ x .. TL=57 psf <br /> 1 - <br /> /! '` Existing Slab LL=100 psf <br /> {' ., therefore OK <br /> a 3,,i , <br /> { <br /> [j <br /> :__ -s v i, _�,... ,,,, -;: Training Wall <br /> (tl� <br /> $ -4'-3"behind wall will have <br /> t;} tif.,,,,-„:,,,: zero added loads <br /> i,/ \ \ -5'-0"infront of wall will <br /> 2-0 6-0` S`-0` .-0 �s \ �—i risk,;, - have zero live load when <br /> / \ climbers are on wall <br /> —1rp_JI t \ <br /> Ate/ �; -o i <br /> . <br /> / as• b `" DL=100 plf/4'=25 psf <br /> ki <br /> LL=80 plf/9'=10 psf <br /> vas ,;_a,> <br /> TL=35psf <br /> Existing Slab LL=100 psf <br /> 1.1 therefore OK <br /> if-al <br /> G 2", <br /> t <br /> I 1IEBC Lateral Load Check <br /> -Ground Level Slab Total <br /> Area=49,150 sq ft <br /> -total length of climbing <br /> wall=205' <br /> ,.E , DL=91 plf"205'/49150 sq <br /> • ,... <br /> ft=0.4 psf <br /> n.i_ <br /> ;_fi I... • DL=91 If <br /> p Existing Building DL <br /> 1:.-, LL=76 plf -- __- K Slab self wt=125 psf <br /> • Adel DL=15 psf <br /> `']" TL=140 psf <br /> 5,., v 0.4 psf/140 psf=0.3% <br /> ——s:• <br /> increase. <br /> , DL=100 plf `2giva' <br /> LL=80 plf <br /> b,_o <br /> i I <br /> Fa I Ey <br /> Summit Everett TI Climbing Wall 3/29/2024 22105.021 <br /> himiLl I <br /> project date job no. <br /> 1511THIRDAVENUE IEBC Loads Check <br /> SUITE 323 drawn by: <br /> SEATTLE,WA 98101 <br /> TEL 206.957.3900 2812 Architecture AMJ 1 <br /> QUANTUM FAX 206.957.3901 <br /> CONSULTING L A G 1.t e a s wWW.quantumce.com client design by: sheet no. <br />