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NOTES: <br /> TOTAL BUILDING WEIGHT <br /> DEAD LOAD AREA!LENGTH WEIGHT[KIPS] Cs-SSas/R/I-0.895/6.5/1-0.138 <br /> FLOOR WEIGHT 10 psf 2018 sf 20.2 VensE-Cs W p a'0.138 x 71500 x 13-12,827 lbs <br /> CEILING WEIGHT 5 psf 2016 sf 10.1 VAW-0.7 VeasE-8,979 lbs <br /> ROOF WEIGHT 10 psf 2016 sf 20.2 <br /> SEAL <br /> WALLS WEIGHT 80 psi 264 ft 21.1 <br /> TOTAL 71.5 _�S0 EW tip/ 1 <br /> g <br /> ' is 27 <br /> -O 56735 � <br /> 3, <br /> �' � ER�FGIST - \� <br /> WALL. V(Ibs) BOLTS FSS/ONAL F-�G <br /> NORTH EXTERIOR 4,490 (8)518"TITEN @ 4'o.c.-2,080 x 8- 16,640 Ibs ENGINEER: <br /> SOUTH EXTERIOR 4,490 (9)518"TITEN @ 4'o.c.-2,080 x 9- 18,720 lbs IAN FOSTER SPIVACK <br /> WEST EXTERIOR 4,490 (6)518"TITEN @ 4'o.c.-2,080 x 6- 12,480 lbs (703) 200-4519 <br /> EAST EXTERIOR 4,490 (6)518"TITEN @ 4'o.c.-2,080 x 6- 12,480 lbs WA PE LICENSE NUMBER: 56735 <br /> WALL V(Ibs) WALL CRIPPLE CRIPPLE WALL SHEATHING SHEAR TRANSFER TIES <br /> LENGTH(ft) WALL(ft) LOAD(Ibs) <br /> NORTH EXTERIOR 4,490 42 15 1,604 15ft x 600 lbsIft-9,000 lbs 111)A35 @ 32"o.c.-560x11-6,160 lbs <br /> SOUTH EXTERIOR 4,490 42 15 1,604 15ft x 600 IbsIft-9,000 lbs 114)A35 @ 32"o.c.-560x14-7,840 lbs <br /> WEST EXTERIOR 4,490 24 10 1,871 1Ot x 600lbs►ft-8,000Ibs (9)A35 @ 32"o.c.-580x9-5,0401bs ST RO N G H O M E <br /> EAST EXTERIOR 4,490 24 10 1,871 lOt x 600 Ibslft-flow lbs (9)A35 @ 32"o.c.-560x9-5,040 lbs <br /> SEISMIC <br /> SHEET NAME: <br /> STRUCTURAL <br /> CALCULATIONS <br /> SHEET NUMBER: <br />