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I <br /> HALL o r <br /> nAL_a DL=91 plf ! V, IEBC Gravity Load Check <br /> _ LL=76 plf 2'-2"behind wall will have <br /> �2' wALL s wAL_s ti zero added loads <br /> �)zx WALL <br /> 3'-0"infront of wall will <br /> n' have zero live load when <br /> climbers are on wall <br /> nQ � <br /> wsc DL=91 plf/2.167'=42 psf <br /> c� Tyo <br /> II II 2N\7 `� WALL b <br /> �\ D T / � / o LL=76 plf/5'=15 psf <br /> ES <br /> i N <br /> WALL <br /> TP TL=57 psf <br /> x <br /> �_ \ Existing Slab LL=100 psf <br /> therefore OK <br /> (3)2x w/ /cry2.4 <br /> DTT:Z DTT2 �I i <br /> ,- (s)2x w/D-=z (a)Training Wall <br /> -4'-3"behind wall will have <br /> N <br /> zero added loads <br /> V,6 <br /> �� 5'-0"infront of wall will <br /> z/o wA_L a have zero live load when <br /> wALL climbers are on wall <br /> WALL 2 �`c° <br /> wA_L c <br /> DL= 100 plf/4'=25 psf <br /> LL=80 plf/9'=10 psf <br /> 3/Gw2.5 <br /> V TL=35 psf <br /> Existing Slab LL=100 psf <br /> therefore OK <br /> 2'- <br /> IEBC Lateral Load Check <br /> *- -Ground Level Slab Total <br /> Area=49,150 sq ft <br /> -total length of climbing <br /> wall=205' <br /> A w <br /> L/cw2.6 DL=91 plf"205'/49150 sq <br /> ft=0.4 psf <br /> WALL is DL=91 plf \ Existing Building DL <br /> LL=76 plf Slab self wt=125 psf <br /> Add'I DL=15 psf <br /> 04 r TL=140 psf <br /> 6+a � ex8 0.4 psf/140 psf=0.3% <br /> increase. <br /> DL=100 plf <br /> LL=80 plf <br /> Summit Everett TI Climbing Wall 3/29/2024 22105.021 <br /> project date job no. <br /> 1511 THIRD AVENUE IEBC Loads Check <br /> SUITE323 drawn by: <br /> SEATTLE,WA 98101 <br /> TEL 206.957.3900 2812 Architecture AMJ 1 <br /> QUANTUM FAX 206.957.3901 <br /> CONSULT ING ENGI N E E R$ www.quantumce.com client design by: sheet no. <br />