6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

• , HERRERA REMODEL I September 14, 2022 SDA Job# 9649 1 - 1yp of construction- LOW RISE-RESIDENTIAL Location: 6408 BEVERLY BLVD Applicable Building Codes- 2018 IBC.ASCE 7-16 1 EVERETT,WA 98203 Work performed LATERAL, & FOUNDATION ONLY WIND DESIGN; Ps=APs30Kzt Enclosure Classification: ENCLOSED-SIMPLE DIAPHRAGM PER ASCE 7-16,26 2 Exposure: B Wind Exposure Category as set forth in 2018 IBC,Section 1609 4 Wind Speed 110 MPH Basic Wind Speed as used in ASCE 7-16 Figure 26.5-1(A-D) VASE)= 86 MPH Allowable Stress Design Wind Speed A= 0 92 Adjustment factor for building height and exposure from Figure28 5-1 of ASCE 7-16 KZT=1 Adjustment factor for increased wind speed due to a hill or escarpment Roof slope. rise run Front/Rear tan-1 ( 6 / 12 ) = 26 6 degrees Number of floors' L_ 3 ^_,i Left/Right tan-1 (i Flat / 12 ) = 0 0 degrees t 22 ft Mean Elevation Average uplift(FM).- -6 3 psf Based or wind zones'G'and'H' - • i,I Average uplift(R/L1= -16.4 psf Based o':wind zones'G'and'H' !1 iti .. <e ' VI 111- End zone of wall End zone of roof 11 j I Front/Rear Left/Right Front/Rear Left/Right i ,,,,-,I ,.'-" Ps30= A= 23 3 psf 19 2 psf B= 7.3 psf -10.0 pst y-," J Ps== 29 3 psf 24 1 osf 9 2 psf -12.6 pat 1. ` 1 I • Interior zone of wall Interior zone of roof Front/Rear --_� `F s' Front/Raar Left/Right Left/Right 't`•_t art Ps30== C= 1 7 3 psi 12 7 psf D= 6 4 psf -5 9 psf • f.• ..i:,.1j F'S= 21 6 psf 16 0 psf 8 1 psf -7 4 psf Transverse FRONT/REAR ZONES rV Roof= - - WIND ZONE B i D { I ' -T I ! --I--- _, EVE.HEIGHT- 8 I 5 _ I 1 AVE WIDTH 5 33 1 P5 9.19 _8.10 0.00 0.00 0 00 0.00 0.00 I 0 00 0.00 f 0.00 0.00 `_ 0.00 SUBTOTAL 368 1337 0 0 0 0 0 0 0 I 0 I 0 0 TOTAL :3,280 lbs Minimum net pressure controls The calculated pressure is less than the minimum net pressure,equal to 16psf applied over the entire area. iASCE 7-10 27 1..5) zV 3rd Floor = WIND ZONE A B I C D 1_ AVE,HEIGHT 6.5 5 1 5 I 4 1 AVE.WIDTH 5 4 75 11 25 3 f 43 1 I -__i- 1 I Ps 29.32 9.19 r 21.80 8.10 T 0.00 0.00 0.00 I 0.00 0.00 i 0.00 ' 0.00 0.00 __t S' UGTOTALy 1 953 218 2758 1396 I 0 0 0 1 0 0 I 0 0 0 TOTAL t5,682!bs Minimum net pressure controls. The calculated pressure is less than the minimum net pressure,equal to J 16osf applied aver the entire area. (.ASCE 7-10 27 1.51 i.V 2nd Floor { WIND ZONE A 1 C I - i ± -- 1 - I. ,ANE. HEIGHT 6.5 6 5 AVE WIDTH 8 5 I 32 5 I { Ps 29.32 21 80 0.00 0.00 I 0 00 0.00 0.00 I 0 00 0.00 0 00 0.00 0.00 SUBTOTAL 1620 4606 0 0 0 0 0 0 0 0 0 0 TOTAL. l6,226Ibs IV Grade= WIND ZONE t I 1 i I • ..! __.._L__.__._L_...._..._ x.__._ I AVE.HEIGHT - --AVE-WIDTH- I 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 t0 ibs 3135