6323 BEVERLY BLVD 2021-07-12 - Laserfiche WebLink

• , Page 6 of 21 b2structural Job No. Sheet No. engineers www.b2engineers.com Project No. Sheet Title 7516 NE 153rd Place NE Checked By Made By Kenmore,WA 98028 (425)296-2993 Date Date. DEAD LOAD WEIGHTS FOR SEISMIC FORCE CALCULATIONS: Unit Roof Weight: 12psf Unit Floor Weight: 12 psf Unit Exterior Wall Weight: 11 psf Unit Interior Corridor Wall Weight: 0 psf Unit Interior Party Wall Weight: 0 psf Unit Interior Partition Wall Weight: 7 psf LOCATION LENGTH HEIGHT UNIT WT. TOTAL SUB • WEIGHT TOTAL ROOF LEVEL: Roof 900 1.00 12 = 10800 Ext.Wall Below 114 4.0 11 = 5016 psf Corridor Wall Below 0 4.0 0 = 0 19 Party Wall Below 0 4.0 0 = 0 Partition Wall Below 34 4.0 7 = 952 16768 FOURTH FLOOR LEVEL Floor 0 1 12 = 0 Ext.Wall Above 0 0 11 = 0 Corridor Wall Above 0 0 0 = 0 Party Wall Above 0 0 0 = 0 Partition Wall Above 0 0 7 = 0 Ext.Wall Below 0 0 11 = 0 psf Corridor Wall Below 0 0 0 = 0 #DIV/0! Party Wall Below 0 0 0 = 0 Partition Wall Below 0 0 7 = 0 0 " THIRD FLOOR LEVEL Floor 12 = 0 Ext.Wall Above 11 = 0 Corridor Wall Above 0 = 0 Party Wall Above 0 = 0 Partition Wall Above 7 = 0 Ext.Wall Below 11 = 0 psf Corridor Wall Below 0 = 0 #DIV/0! Party Wall Below 0 = 0 Partition Wall Below 7 = 0 0 SECOND FLOOR LEVEL Floor 800 1 12 = 9600 Ext.Wall Above 114 4 11 = 5016 Corridor Wall Above 0 0 0 = 0 Party Wall Above 0 0 0 = 0 Partition Wall Above 34 4 7 = 952 Ext.Wall Below 0 4 11 = 0 psf Corridor Wall Below 0 0 0 = 0 20 Party Wall Below 114 2 0 = 0 Partition Wall Below 34 2 7 = 476 16044 STRUCTURE WEIGHT FOR SHEAR WALL TOTAL: 32.8 Kips FOUNDATION LEVEL: Ext.Wall Above 0 0.0 11 = 0 Corridor Wall Above 0 0.0 0 = 0 Party Wall Above 0 0.0 0 = 0 Partition Wall Above 0 0.0 7 = 0 STRUCTURE WEIGHT FOR BASE SHEAR TOTAL: 32.8 Kips 67/1/ 7- 1I-