6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

A . HERRERA REMODEL ( September 14, 2022 I SDA Job# 9649 I 6 CHORD DESIGN: £V(Roof)= Sub-diaphragm length= 36.0 ft Total-diaphragm length= 36.0 ft Design Load(critical case)= 71 PLF Sub-diaphragm width= 34.0 ft M *EV(unit shear)x(diaphragm length) 71 PLF x 36 ft. .T= F— = 8 = 8 =318 lbs SEE DIAPHRAGM DESIGN FOR EV(unit shear) Top Plate Size: 2x6 I Species/Grade:1 HF#2 Area= 8.25 in^2 Ft = 525 psi Load duration(CD)= 1.60 Tallowable = Area x CD x Ft = 6,930 lbs Since T allowable is greater than T applied, OK. SHEAR CAPACITY OF 10d COMMON NAIL = [ 102 lbs ' 102 x Cd x p= 163 lbs 2018 NDS 318 lbs I USE:2x6 HF#2 TOP PLATE w/(8) 10d #OF NAILS PER 4FT SPLICE= 163!IDS COMMON 2 NAILS COMMON NAILS PER SPLICE f_V(3rd Floor)= Sub-diaphragm length= 36 0 ft Totai-diaphragm length= 36.0 ft Design Load(critical case)= 77 PLF • Sub-diaphragm width= 34.0 ft M `EV(unit shear)x(diaphragm length) 78 PLF x 36 ft • T= _7_ = 8 8 =348 lbs SEE DIAPHRAGM DESIGN FOR EV(unit shear) Top Plate Size: 2x6 Species/Grade:j HF#2j . Area= 8.25 in^2 Ft = 525 psi Load duration(CD)= 1.60 - Tallowable = Area x CD x Ft = 6,930 lbs . ,. -,�t I _. ";I. ,J. r.1E.1 1-1.an { aop ed, (.)y SHEAR CAPACITY OF 10d COMMON NAIL = ( 102 lbs I 102 x Cd x p= 163 lbs 2018 NDS #OF NAILS PER 4FT SPLICE= 348 lbs =3 NAILS U x # t�P PLATE w/(8) 10d 163 lbs COMMON NAILS PER SPLICE £V(2nd Floor)= I Sub-diaphragm length= 36.0 ft Total-diaphragm length= 36.0 ft Design Load(critical case)= 67 PLF Sub-diaphragm width= 34.0 ft M 'FV(unit shear)x(diaphragm length) 68 PLF x 36 ft. T= B = 8 = 8 =303 lbs *SEE DIAPHRAGM DESIGN FOR EV(un t shear) Top Plate Size: 2x6 1 Species/Grade:r- HF##2I Area= 8.25 in^2 Ft = 525 psi Load duration(CD)= 1.60 Tallowable = Area x CD x Ft = 6,930 lbs { Sinpe T alltnwaable is greater than T applied, OK SHEAR CAPACITY OF 10d COMMON NAIL = 10 Ibs 102 x Cd x p= 163 lbs 2018 NDS 303 lbs USE:2x6 HF#2 TOP PLATE w/(8) 10d #OF NAILS PER 4FT SPLICE= 163 lbs =2 NAILS I COMMON NAILS PER SPLICE 8 j35