1913 HOYT AVE WHOLE SITE 2022-05-23

,,-i MEMBER REPORT Main Floor Framing, M-04 Beam at parking PASSED 1 piece(s) 5 1/8" x 16 1/2" 24F-V4 DF Glulam Overall Length: 14'6" %""z1 a a'�i }vim x h Ens 3 aevgr? r 14'6' 0 0 All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LOP Load:Combination'(Pattern) System:Floor Member Reaction(Ibs) 8580 @ 14'1/2" 8580(2.58") Passed(100%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 6846 @ 12'8" 14939 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 29133 @ 7'3 3/8" 46509 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.184 @ 7'2 1/4" 0.457 Passed(L/894) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.286 @ 7'2 3/8" 0.685 Passed(L/576) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 14'1"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'1"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'8 1/2". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ibs) SupportsTotal Available Required Dead FLivlooer Snow Total Accessories 1-Column Cap-steel 5.50" 5.50" 2.67" 3136 5750 600 9486 Blocking 2-Hanger on 16 1/2"GLB beam 5.50" Hanger' 2.58" 3264 5850 736 9850 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Face Mount Hanger HGUS5.25/12 4.00" N/A 56-16d common 20-16d double shear Tributary Dead Floor Live Snow Loads Location(Side) Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 14'1/2" N/A 20.5 1-Uniform(PSF) 0 to 14'6"(Top) 10' 10.0 40.0 Residential-Living Areas-1st floor 2-Uniform(PSF) 0 to 14'6"(Top) 10' 10.0 40.0 - Residential-Living Areas-2nd floor 3-Tapered(PSF) 0 to 3'11 1/2" 1"to 3'11 11.2 - 25.0 Snow (Top) 1/2" 4-Uniform(PSF) 7'11 1/2"to 14'6" 4'6" 11.2 - 25.0 Snow (Top) 5-Uniform(PLF) 0 to 3'11 1/2" N/A 190.0 - - Wall (Top) 6-Uniform(PLF) 3'it 1/2"to 7'it N/A 150.0 - - Wall 1/2"(Top) 7-Uniform(PLF) 7'11 1/2"to 14'6" N/A 190.0 - - Wall (Top) Linked from:R-07 8-Point(Ib) 3'11 1/2"(Top) N/A 116 - 239 Window header, Support 1 Linked from:R-07 9-Point(Ib) 7'11 1/2'(Top) N/A 116 - 239 Window header, Support 2 Member Notes Beam at left/right side of covered parking Forte Software Operator Job Notes 11612017 10:24:05 AM Li-sue=,'mcll �' Duplex1470 Forte v5.2:Design Engine:V6.6.0.14 :•F=.4 Duplex 14;0.to . Page 2F _