5411 OCEAN AVE 2022-02-24 - Laserfiche WebLink

i 0 0 CALVIN VANDER VEEN STRUCTURAL 5411 OCEAN AVE EVERETT (Sheet 1/y JULY 9,2019 CALCULATIONS BY LARRY E. STEWARD PE 11714 8 FOOT WIDE GARAGE DOOR Roof LL+ DL 35psf+10PSF = 45psf t 120 f `� No second story span is 26 feet. Load = 26/2 x 45 psf = 585 plf f 585/12= 48.75 lbs per inch Deflection = 96"/360= 0.267 inch V. Use 2400f 44 Glu lam (typ) for header E=1,800,000 #`t Solve for I (5x48.75 x 964)/384 x 1,800,000 x 0.267 = 560.9 in = bh3/12 }. ; �q H= 10.67 inches for w = 5.5 try 3.5 inch glu lam then h= 12.4 inch Use 3 %2" x 12 " glu lam for garage door header for 8 foot wide gE"EOVE arragedoor. M i y 16 FOOT GARAGE DOOR R l�J Floor load + wall load + roof load JUL 3 0 2019 40 psf 11 + 10psf dl + 80 psf + 35psf I +10psf CITY OF EVERETT 50x 13 + 80 +45x12 = 1315 p)f =110 lbs per inch Permit Services 5x1,10 x 1924/384 x 1,800,000 x 0.54=1=2040.26 in = wh3/12 where w = 5.5 inches H=16.4 inches use 5'/" x 16 2 inch glu lam for 16 foot garage door header. 12 foot wide rear window sliding No joists on upper wall load can use 3 / inch x 12 inch glu lam. 9 foot wide first floor rear window to dining roof. 110 lbs per inch 108/360= 0.3 inch 1= 5x 110 x 1084/384x 1,800,000 x 0.3= 360.89 = bh3/12 let b = 3.5 Then h = 10.71 inches use h=12 then use 3 %x" x 12 inch glu lam for 9 foot wide header For beam over 2 car garage. Supports floor joists, double walls 50x 13 + 2x80 = 810 lbs per foot. = 67.5 lbs per inch Length =19.38 feet = 232.56 inches deflection = 232.56/360 = 0.646 inch Assume LVL of fb=2650 and E= 2,000,000 psi 1= 5 x 67.5 x 232.564/384 x 2,000,000 x 0.646 =1990 in' = bh3/12 h =16.52 Use 18 inch deep 5.25 inch wide LVL in garage. Family roof has 17'-9" span the continuous 2 span floor joist has a span of 15 feet and 10 feet or unequal spans M= (50x 103+50 x 153 )/8 x 25 = 1093.75