2410 MAPLE ST 2019-06-25 - Laserfiche WebLink

* I ROSENBERG RAMBLER I January 24, 2018 SDA Job# 8276 1 'Type of construction: Residential Location: 2410 MAPLj '1.1 Applicable Building Codes: 2015 IBC,ASCE 7-10 EVERETT,X6201 Work performed: LATERAL& ROOF BEAM ONLY 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 Ps30= Simplified design wind pressure for Exposure B,at h=30 feet and for I=1.0,from Figure28.6.1 1 A= 1.00 Adjustment factor for building height and exposure from Figure28.6.1 of ASCE 7-10 KZT= 1.37 Adjustment factor for increased wind speed due to a hill or escarpment Roof slope : rise run Front/Rear tan-1 ( Flat / 12 ) = 0.0 degrees Number of floors: 1 Left/Right tan-1 ( 3 / 12 ) = 14.0 degrees 10 ft Mean Elevation Average uplift(F/R)= -17.9 psf Based on wind zones'G'and'H' ,,,�®,} Average uplift(R/L)= -18.7 psf Based on wind zones G'and'H' -`(..or,, CO �� , 6 a End zone of wall End zone of roof Iii OM Front/Rear Left/Right Front/Rear Left/Right PS30 : A= 19.2 psf 23.6 psf B= -10.0 psf -8.2 psf 0- `~� ' 1--1:-.40- Ps= 26.3 psf 32.4 psf -13.7 psf -11.2 psf ,,41 Interior zone of wall Interior zone of roof � f �`% CO Front/Rear Left/Right Front/Rear Left/Right ',,--_,„'"-,,,---- ' Ps30 : C= 12.7 psf 15.7 psf D= -5.9 psf -4.7 psf ..,_ ; 4` Ps= 17.4 psf 21.5 psf -8.1 psf -6.5 psf CA7 Transverse -L --_---fa), LOAD CALCULATIONS FRONT REAR FV MAIN FLOOR= WIND ZONE A C AVE. HEIGHT 3.75 3 AVE.WIDTH 6 35.3 _ Ps 26.30 17.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 592 1843 0 _ 0 0 0 0 0 0 0 0 0 TOTAL 12,434 lbs I . NOT USED WIND ZONE A C AVE. HEIGHT 9.75 19.5 AVE.WIDTH 10.5 9.75 Ps 26.30 17.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 2693 3308 0 0 0 0 0 0 0 0 0 0 TOTAL 16,001 lbs NOT USED 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 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL IO lbs