Loading...
REVIWED BLD2023-0225+Structural_Analysis_or_Calculations+2.21.2023_11.38.02_AM+3379970STRUCTURAL CALCULATIONS Beam Analysis Main Street Tattoo TI Space REVIEWED CITY OF EDMONDS Building Code 21 IBC and 2016 NDS Feb 20 2023 MaxBeam B23 BLD2023-0225 RECEIVED Mar 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Archforms Ltd. Weight of Building Construction Assemblies Date: Feb 20 2023 Firm: Job: Main Street Tattoo TI Space By: WEIGHT OF TYPICAL CONSTRUCTION ASSEMBLIES ROOF 1 2 Page 1 MaxBeam ©1995-2022 Archforms Ltd. All Rights Reserved License Exp. Complex Beam Load Analysis & Baker B23 1-Jan-24 Beam Size Ca I n BUILDING CODE 22 CBCr--] 21 IBC and 20AMP§ 2023 CITY OF EDMfONDS FLOOR 1 2 DecklBal** WALL 1 2 °EVE o PARTM@NTVICE >4112 >4112 Live Load 20 16 20 16 Live Load 50 40 Snow/Wind" 5 5 Snow/Wind" Load Factor Mult. Load Factor Dead Load Dead Load Roofing 3 3 Flooring 2.4 Sheathing 1.5 1.5 Sheathing 2.3 Framing 2.5 2.5 Framing 3 Insulation 0.5 0.5 Insulation 0.3 Ceiling 2.5 2.5 Ceil Below 2 Other Other Load Factor Mult. Load Factor Total 35.0 31.0 20.0 16.0 Total 60.0 40.0 %LL 71 68 100 100 %LL 83 100 %DL 29 32 %DL 17 LIVE LOADS: Residential Use (Ibslsf) Living Area Sleeping Area Hall Deck" 21 IBC Tbl 1607.1 Office Space Live Load50 40 40 40 " 22 CBC Tbl 1607.1 40 40 40 40 " " Add Wind Loads and Snow Loads (including drifting snow loads) as required by Building Code and local Building Department. "" A Balcony is defined as a cantilevered structure. A deck is defined as supported at all corners by post, or footings. DEAD LOADS: Weights of Typical Residential Building Materials (Ibslsf) Roofing Flooring Sheathing Framing Sheet Metal 2.5 Vinyl Tile/Sht 2 1/2" ply 1.5 2x8 / If Comp Shingle 3 Carpet 3 3/4" ply 2.3 2x8 / If @ 24 Cedar Shingle 3 3/4 Hardwood 4 2x Deck 4 2x12 / If Cedar Shake 4 1" Mortar bed 10 412 / If Tar & Cap Sht 7 3/8" the 2.5 Insulation 6x12 / If Conc tile 8 3/4" stone 10 Ceiling R-38 0.6 3-1/8"x12 GL/If Clay tile 10 1" Gyp.Crete 6 Floor R-19 0.3 5-1/8"X12 GL/If Spanish Tile 18 1" Conc. 12 Wall R-13 0.2 6-3/4"x12 GL/If Slate 10 1" Soil 10 Ridged Foam/ir 0.2 See "Architectural Graphic Standards" or Manufacturer's data for additional material weights. Dead Load 40 Veneer Ext. Finish 3 Siding Sheathing 1.5 Framing 3 3 4.7 Insulation 0.5 2.3 Gyp. Bd. 2 4 3 Int. Finish Other Other Load Factor Total 10.0 7.0 80 20 Balcony"" 61 " 60 " 3 1.5 4 9.5 15 15 18 24 Roof 20" 20" Ceiling 1/2" Drywall 5/8" Drywall Acoustic Tile 3/4 Pine Bds Plaster Roof over 4/12 over 12/12 16" 12" 16" 12" Wall 2 1/4 Glass 4 2.5 2" Stone 13 1.5 Tile/thickset 14 1.5 7/8" Stucco 10 8 1 x Boards 2 Window Unit 8 2x4 Stuc@16 1 2x6 Stud@16 1.5 2x8 Stud@16 2 For Customer Service call 650 529-9800 or email s.conn ON Beam Name, Span and Load Data Page 2.1 MaxBeam ©1995-2022 Archforms Ltd. All Rights Reserved Complex WiaA i & B23 Beam Siz r. 8btu Date: Feb 20 2023 Firm: Job: Main Street Tattoo TI Space By: Skip Baker BEAM LOAD ELEMENTS R1 & R2 based on est Bm wt Pi PqJ R1 L7 7 2 LI 09 2023 E°"^°"° P NT SERVI 1 L R» Rt L2 RI L R2 RI L RI L Beam I.D. D L % Bldg. Part Load Unif.Load Incr.Load Partial Uniform Loads Point Loads Olh Unif. Ld. Enter: pitch X/12 to>DL at sloped Rafters ., Ld (load), to (trib Area) under appropriate diagram. Adjust Est. bwt± added to w & w4, as req to = bwt. Otkl1 Pint to Ld w to Ld W to Ld w1 to Ld w2 to Ld w3 a b c ref P1 ref P2 d e to Ld w4 f ref P3 g Type RHdr No. 1 o.c. 29 Roof Wall 2d F/R l'tFI 12.5 35 438 pitch 438 1 bwt± 1.0 mult 5.5 M 9 b wt L F? Span 10 RI 2192 R2 2192 Comment: 291 Totall Type RHdr No. 2 o.c. 29 Roof wall 2"d F/R 1'tFI 12.5 35 438 Same Header, second m 1 bwt± terial choice 1.0 mult 5.5 M b wt L F? Span 10 RI 2192 R2 2192 Comment: 29 Total pitch 438 Type No. o.c. Roof Wall 2d F/R 1't FI pitch bwt± mult M b wt L F? Span RI 7R2 Comment: Total Type No. o.c. Roof Wall 2d F/R 1't FI M b wt L F? Span RI R2 Comment: Total pitch bwt± mutt Type No. o.c. Roof Wall 2"d F/R 1't FI M b wt L F? Span RI R2 Comment: Total pitch bwt± mutt Type No. o.c. Roof Wall 2d F/R 1't FI M b wt L F? Span RI R2 Comment: Total pitch bwt± mutt Type o.c. Roof Wall 2d F/R 1't FI M b wt L F? Span ERI 12 Comment: Totall pitch bwt± mutt Beam Post Sizing and End Support Page 5 MaxBeam All Rights Reserved B23 ©1995-2022 Archforms Ltd. Complex Beam Load Analysis & Beam Size REMERM Date: Feb 20 2023 Firm: Job: Main Street Tattoo TI Space By: Skip Baker HEIGHT & DEPTH POST MATERIAL POST END CONDITIONS POST DESIGN PROPERTIES POST REQIJIREM"JJ 09 2023 nY BEAM I.D. HT wl dpth L min d ft 3x to 8x Type Defaults Mat Built- up or Solid? End Beam Post Rest Hang Base Cond Type ? Post Cap ? Le Le Fc II E' FCE L"ke d w/ adj 0.822 E (le/d)12 Cp NDS 3.7-1 F'c Cp'Fc Pmax R1 or R2 P Added lbs. A req P F'c Min Min MMY11wENR rV„ Post End Hanger Base Cap Size Sup in. 8 1 3.5 WD DF B PP I N I N N RHdr 1 RHdr 2 8 3.5 8 3.5 WD WD DF DF B B PP N N PP N N N N 8 27.43 1610 1.8 8 27.43 1610 1.8 1967 1967 0.453 0.453 598 598 2,234 2,222 200 200 4.0697 4.0504 1-2x4 1.5 1-2x4 1.5 Calculated Span and Load Properties Page 3 MaxBeam ©1995-2022 Archforms Ltd. All Rights Reserved Complex Beam Load Analysis & B23 Beam Size Date: Feb 20 2023 Job: Main Street Tattoo TI Space Skip Baker REACTIONS SHEAR MOMENT DEFLECTION Code limit: FL- L/240 Roof- L/180 BEAM PROPERTIES CHECK Mar 09 2023 actual > required? CITY OF EDMONDS BEAM I.D. R1 R2 w/ final bm wt Ibs Ibs V M M max at X at R2 Ibs ft/Ibs ft/lbs % DL Defl x at L Camber Floor Roof Act DL Radius 360 240 1 Def Def ft. 0.50 1 0.75 in x1.5 DL x at>f or g Floor Roof Act DL 240 180 Def Def 0.50 0.75 in x1.5 Area Section Modulus Mombwf TVICES Aact bxh Areq 3V 2fv Sact bh12 6 Sreq X Sreq R Mx12 Mx12 fb fb lact bxhA3 IregX Ireq>f/g Sum I Sum I E def x E def f L / limit 12 RHdr 1 RHdr 2 2234 2234 2222 2222 2234 5584 2222 5555 29 29 0.33 0.50 0.20 0.09 0.33 0.50 0.22 0.10 1575 33 33 9 15 53 53 22 21 250 250 101 111 Beam Selection and Design Properties Check Page4.1 MaxBeam ©1995-2022 Archforms Ltd. All Rights Reserved Complex Beam Load Analysis & B23 Beam Siz Date: Feb 20 2023 Firm: Job: Main Street Tattoo TI Space By: Skip Baker BEAM I.D. BEAM USE MATERIAL SELECTION SIZE ESTIMATE FINAL SIZE SELECTION SIZE TEST DESIGN PROPERTIES PERCENTAGE OFN Ep,��L 2023 CAPACITY TV r: r Load Wet Rep Roof Dur W? Use Mbr P,S,C Hot Q,I,? H,V? Y? Y? Type Mat Grade PT Default Mat Selection Cust Mat See Lib. b h Based on Est Bm Wt Net dimensions Qty b h Overwrite as Req'd wl Actual Bm Weight AS&I act> re ? Adjusted Base Design Properties Wood - See pg 5 fv' fb' E' >100% exceeds BeMYMMSERVICES ENT Area A R1,R2 Section Modulus Sx Span R2 Moment of Inertia Ix Span R2 WD DF 2 N RHdr 1 RHdr 2 S Y S Y MW LVL 2.0E GL DF 24F-V4 1 3.5 9.5 1 3.5 9.5 OK OK 328 2,990 2.0 190 3,161 1.8 26% 44% 43% 40% 40% 44%