1913 HOYT AVE WHOLE SITE 2022-05-23

'ael MEMBER REPORT Main Floor Framing, M-06 End beam PASSED T 1 piece(s) 5 1/8" x 16 1/2'r 24F-V4 DF Glulam Overall Length:20' + 0 0 9 20' 4, 0 E1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual I Design Results Actual r Location Allowed Result LDF. Load:Combination{Pattern) System:Floor Member Reaction(Ibs) 6816 @ 19'10" 11659(3.501 Passed(58%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 7135 @ 1'10" 17180 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential 1 Pas Moment(Ft-Ibs) 35958 @ 11'5" 52195 Passed(69%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.358 @ 10'1 13/16" 0.650 Passed(L/654) -- 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.688 @ 10'1 3/4" 0.975 Passed(L/340) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/360)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 20'o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 20'o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 0.98 that was calculated using length L=19'6". •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. I Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Flit Snow Total Accessories 1-Column Cap-steel 5.50" 5.50" 2.35" 3729 537 4099 8365 None 2-Column Cap-steel 3.50" 3.50" 2.05" 3425 604 3390 7419 None Tributary Dead Floor Live Snow j Loads Location(Side) Width (0.90) '° (1.00) (1.1S) ' Comments 0-Seif Weight(PLF) 0 to 20' N/A 20.5 1-Uniform(PSF) 0 to 20'(Top) 1' 10.0 40.0 _ Residential-Living Areas 2-Uniform(PLF) 0 to 2'8"(Top) N/A 235.0 - 112.5 Snow and Wall 3-Uniform(PLF) 2'8"to 4'(Top) N/A 140.0 - Wall l 4-Uniform(PLF) 4'to 8'(Top) N/A 40.0 - - Wall !5-Uniform(PLF) 8'to 11'5"(Top) N/A 235.0 112.5 Snow and Wall 6-Uniform(PLF) 14'4"Crto 15'S" N/A 140.0 - - Wall op) 7-Uniform(PLF) 15'5"to 18'S" N/A 30.0 - - Wall (T0p) 8-Uniform(PLF) 18'5"to 20'(Top) N/A 220.0 - 75.0 Snow and Wall Linked from:R-04 9-Point(lb) 2'8"(Top) N/A 626 - 1362 Window header, Support 1 Linked from:U-08 10-Point(Ib) 4'(Top) N/A 909 85 1476 Window header, Support 2 Linked from:U-07 11-Point(Ib) 11'5"(Top) N/A 1169 63 1946 Door header, Support 1 - Linked from:U-07 12-Point(Ib) 14'4"(Top) N/A 540 63 779 Door header, Support 2 Linked from:U-06 13-Point(lb) 15'S'(Top) N/A 399 65 472 Window header, Support 1 Linked from:U-06 14-Point(lb) 18'5"(Top) N/A 534 65 651 Window header, i Support 2 Forte Software.Operator Job Notes 116 2017 10:24:05 AM D : F:;r.eP Duplex 1470 — Forte v5.2.Design Engine:V6.6.0.14 rii _b'_.:-(: Duplex 1470.4te osic ,..;rr Paget .5