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Parapet Bracing Per ASCE 41 ASCE 41 <br /> Collapse Preveniion <br /> Masonry Properties h/t Limits <br /> Brick Density 120 pcf h/t 4.7 Brace Req. <br /> h/t above brace 1.3 <br /> Parapet Dimensions h/t Limit 1.5 OK <br /> Parapet Thickness 9 in m <br /> Parapet Height 42 in Seismic Coefficients <br /> Cap Weight 0 plf Sxs 1.1 <br /> Cap Height 0 in Ip 1 <br /> ka 2 <br /> Brace Dimensions X 1 N o <br /> Brace Height 30 in <br /> tr CO <br /> Brace Length 30 in Parapet Loading Fp=0.4apSxsWp(1+2z/h)/(Rp/ip) i=q.13-1 <br /> Brace Spacing 2.00 ft Parapet Weight 90 psf ASCE 7-10 0 C4 <br /> Brace Angle 49 deg. FF 0.88 W (13.3-1) 00 <br /> Brace Length 40 in FP 79 psf <br /> H. Load at Brace 422 lbs <br /> Stanchion Dimensions H. Load at Roof Anchor 211 lbs <br /> Height 0 in Vert Reaction on Roof 478 lbs <br /> CO Cc <br /> Brace Ten/Comp Load 638 lbs <br /> Upper Floor Wall Dimensions s <br /> Upper Floor Wall Thicknes: 13 in Wall Loading Fp=0.4*Sxs*ka'kh'vA*Wp Eq.7-9 o <br /> Upper Story Height 12.00 ft W Weight 130 psf ° n <br /> F, 0.88W 00 <br /> Connection Dimensions Fp 114 psf <br /> Roof Connection Height 0.00 in H. Load at Roof Anchor 1316 lbs l <br /> Wall Connection Depth 3.50 in <br /> Roof OOP Anchor Location -6.00 in Total Load at Roof Anchor t 0 <br /> Roof Anchor Load 11527 lbs N m <br /> N Q7 <br /> 45 w Q <br /> J <br /> a0 r 0 <br /> 35 N F <br /> 4221bs 25 <br /> 20 <br /> is <br /> 10 478 lbs <br /> 42 Ibs <br /> 211 lbs 0 I <br /> -L-527 lbs 1316 1b — <br /> 10 <br /> -15 I <br /> -20 <br /> -25 <br /> CCS Everett 09/06,12023 <br /> Parapet Bracing DATE <br /> O <br /> STRUCTURAL PROJ# CH <br /> DESIGN <br /> ENGINEERING <br /> SHEET <br />