2309 PINE ST 2025-08-21 - Laserfiche WebLink

' PINE STREET HOUSE I February 15, 2020 SDA Job# 8910 1 a Type of construction:,Residential Location: 2309PINE ST Applicable Building Codes: 2015 IBC,ASCE 7-10 EVERETT,WA 98201 Work performed LATERAL, GRAVITY, FOUNDATION WIND DESIGN: Ps=APs30Kzt Exposure: B Wind Exposure Category as set forth in Section 26,7,3 of ASCE 7-10 Wind Speed= 110 MPH Basic Wind Speed as used in Figure 28.6.1 of ASCE 7-10 i. Ps30= Simplified design wind pressure for Exposure B,at h=30 feet and for I=1.0,from Figure28.6.1 iw= 1 Importance factor for wind from Table 1.5-1 A= 0.87 Adjustment factor for building height and exposure from Figure28.6.1 of ASCE 7-10 KZT= 1.33 Adjustment factor for increased wind speed due to a hill or escarpment Roof slope: rise _ run Front/Rear tan-1 ( 6 j 12 ) = 26.6 degrees Number of floors: ! 1 Left/Right tan-1 ( 8 / 12 ) = 26.6 degrees 18 ft Mean Elevation Average uplift(FIR)= -8.8 psf Based on wind zones'G'and'H' Average uplift(RIL)=I -8.8 psf Based on wind zones'G'and'H' - ,, 1 End zone of wall Front/Rear End zone of roof Front/Rear Left/Right Left/Right Ps30= A=23.3 psf 23.3 psf B= 7.3 psf NIPPY' 7.3 psf 0, PS= 26.9 psf 26.9 psf 8.4 psf 8.4 psf iiill '..**-- 11,41...,"' ',1k1,,,,.___: .; 000110 Interior zone of wall Interior zone of roof ' 0 Front/Rear Left/Right Front/Rear Left/Right , Ps30= C= 17.3 psf 17.3 psf D= 6.4 psf 6.4 psf -..,� . ,,. Ps= 20.0psf 20.0 psf 7.4psf 7.4 psf "°', , al .. Transverse , WIND LOAD CALCULATIONS . FRONT REAR EV Roof= WIND ZONE A , B C D AVE.HEIGHT 7.5 9 4 33.7 , AVE.WIDTH 4 8.5 35 9 Ps 26.89 8.43 19.99 7.43 , 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00- 0.00 SUBTOTAL 807 645 2799 2253_ 0 0 0 0 0 0 0 0 TOTAL at8,797 lbs w Minimum' net pressure controls. The calculated pressure is less than the minimum net pressure,equal- to 16psf applied over the entire area. (ASCE 7-10 27.1.5) EV Grade = WIND ZONE , AVE. HEIGHT , AVE.WIDTH . Ps 0.00 0.00 0.00 " 0 00' ' 0..00 0.00 0.00 0,00 0.00 0.00 0.00 0,00. SUBTOTAL a 0 0 0 0 0 4 0 0 0 . 0 0 0 0 TOTAL z0lbs FVNA= WIND ZONE I AVE.HEIGHT AVE.WIDTH Ps ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 , _ 0 TOTAL 10 lbs FVNA= WIND ZONE , AVE, HEIGHT AVE.Wll31H Ps 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00 0,00_ 0.00 0.00 0.00 SUBTOTAL 0 0 0 0 t 0 0 0 0 0 0 0 0 TOTAL 0lbs;