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Report (41) /4,5T,Lvie-r-- oe)09 FEB 18 2014 CITY OFTIGARD za Weights of Building Construction Assemblies Page 1 MaxBeam ©1995 Archforms Ltd . Datc:Dart.;2.:2p74:::::::::::::::::::::::::::::::Fir*:::DIVJ::::::::::::::::::::::::::::::: All Rights Reserved Complex Beam Load Analysis& Job:::7D8Q W L•,dl13:; By :::Eitva; B04.02 Beam Size Calculation Software WEIGHT OF TYPICAL CONSTRUCTION ASSEMBLIES ROOF 1 2 FLOOR 1 2 Deck/Bal" WALL 1 2 3 >4/12 >4/12 Dead Load Live Load 25 16 20 16 Live Load 40 40 40 Veneer Snow/Wind* Snowlwind* Ext.Finish iiiiiii0iiiiiii Load Factor Mult. Load Factor Siding Sheathing iliiiiii i hili Dead Load Dead Load Framing ii ii1'iii• iiiiiiii0iiiiiiii iiiiiiiiiiiiiiiiii Roofing iii ii 'iii Flooring ••••• •• i9 iiiii iiiii:ii , In su la tion li : ii'i ieiiii • • ` ai> cicicGYP.Bd. iie EaliiiESheathin9 iilii: Sheathing iiFramingiiiiiiii' Framing3iiii'ii i€3'i````i Int.Finish ii Insulation i:f1ii Insulation i ,vii! Other •• OCeilin9iimoi CeilBelow irii Other ••••••••• Other _ Load Factor Load Factor Mult. Load Factor Total 10.0 —7..0 Total 35.0 26.0 20.0 16.0 Total 50.0 40.0 50.0 %LL 71 62 100 100 %LL 80 100 80 %DL 29 %DL 20 20 LIVE LOADS:Residential Use(lbs/sf) Living Area Sleeping Area Hall Deck** Balcony** Roof Roof over 4/12 over 12/12 BOCA 96 Tbl 1606.1 40 40 40 * 46 1 a 1'— SBCCI97 Tbl 16-A 40 30 100 40 * 60 20* 16* 12* UBC 97 Tbl 16-A 40 40 40 40 * 60 ' 20* 16' 12* IBC 2000 Tbl 16-A 40 40 40 40 * 61 20* 16* 12* *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(lbs/sf) Roofing Flooring Sheathing Framing Ceiling Wail Sheet Metal 2.5 Vinyl Tile/Sht 2 1/2"ply 1.5 2x8/If 3 1/2"Drywall 2 1/4 Glass 4 Comp Shingle 3 Carpet 3 3/4"ply 2.3 2x8/If @ 24 1.5 5/8"Drywall 2.5 2"Stone 13 Cedar Shingle 3 3/4 Hardwood 4 2x Deck 4 2x12/If 4 Acoustic Tile 1.5 Tile/thickset 14 ' Cedar Shake 4 1"Mortar bed 10 4x12/If 9.5 3/4 Pine Bds 1.5 7/8"Stucco 10 Tar&Cap Sht 7 3/8"tile 2.5 Insulation 6x12/If 15 Plaster 8 1 x Boards 2 Conc tile 8 3/4"stone 10 Ceiling R-38 0.6 3-1/8"x12 GL/If 15 Window Unit 8 Clay tile 10 1"Gyp.Crete 6 Floor R-19 0.3 5-1/8"X12 GUIf 18 2x4 Stuc@16 1 Spanish Tile 18 1"Conc. 12 Wall R-13 0.2 6-3/4"x12 GL/If 24 2x6 Stud@16 1.5 Slate 10 1"Soil 10 Ridged Foam/in 0.2 2x8 Stud@16 2 See"Architectural Graphic Standards"or Manufacturer's data for additional material weights. For Customer Service call(800)958-ARCH or Fax(800)968-ARCH 1 Beam Name, Span and Load Data Page 2a MaxBeam ©1995 Archforms Ltd . •Date::4n.,:2:2Dt4: :•:•:•:•:•:•:•:•:•:•:•:•:•:•For.•:•:•DIVA•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: All Rights Reserved Complex Beam Load Analysis& :Job: :1O 0 SW Lola:, . . •1 ::; .:l t . B04.02 Beam Size Calculation Software BEAM LOAD `N �W w1 VI?:::.e w3 P1 P24 w4 P31, ELEMER1 & R2 based oon es Bm vyt R1 L R2 R4 1 L R24 R1 a b -r. c R2 d 00 e R2 1 R1 L R2�f-11. R1 R ' 2' 4 D Bldg. Unit Load Incr.Load Partial Uniform Loads Point Loads 0/h Unif.Ld. 0/h Point Beam I.D. L Part Enter: pitch X/12 to>DL at sloped Rafters., Ld(load), tA(trib Area)under appropriate diagram. Adjust Est.bwtt added to w&w4 as req to=bwt. Load tA Ld w tA Ld W tA Ld w1 tA Ld w2 tA Ld w3 a b c ref P1 ref P2 . e tA Ld w4 f ref P3 g Type No. o.c. Roof : i:T 1 Wall Span RI R2 29 2"°FIR 5 50 250 20 2558 25581 151:FI check full span 29 Total ' pitch 256 $:`ibwtt , 1 mult 13 M 14 b wt I P Type No. o.c. Roof ACIi --.-4::-:-:::T-7.7 Wall 'pan Rl A2 29 2"°F/R 9 50 450 18 • 4138 4138 1 s`Fl 50 check ull span 29 Total pitch 460 10 bwt± 1 mult 18 M 14 b wt L F? Type No. o.c. 29 Roof 6 35 210 4$3) 1 99 Wall 8 10 80 Span RI R2 20 2"°F/R 9 50 450 9 3340 3340 1'1 FI kitchen cell. 31 Total pitch 742 2 ',bwt± 1 mult 7.5 M 10 b wt L F? Type No. o.c. 29 Roof Xgrei::':2-:::- ' Wall Span RIS 29 2"°F/R 9 50 450 9 3275 2186 15`FI kitchen cell. 29 Total pitch 451 1 bwt± 1 mult 6.1 M 6 b wt 1400 ,:*:': L F7 Type No. o.c. 29 Roof 280 :18tH• 1 Wall Span RI ' R2 ` 2f°F/R 12 16$3 1683 1 s`Fl bedrm. eilmg 29 Total pitch v, ; bwt± 1 mult M 6 b wt I F7 lype No. o.c. 29 Roof 10 35 350 fir i'ZI._.;;_;i Wall Span lel "' R.2 ` 2"°F/R 5 875 875 1s`FI 5n deck jst. 29 Total pitch ". ., bwt± 1 mult 5 5 b wt ...A P Type No. o.c. 29 Roof _ 35 70 3 99 Wall 3 10 80 pan RI k 20 2'U F/R 1 50 50 .., .i1 1s`Fl 50 omment: 55 Total pitch 200'•:•ibwtt 1 mult 0.9 M 4 b wt LF Beam Name, Span and Load Data Page 2b MaxBeam ©1995 Archforms Ltd . :Date;:Jap:,:2:201:4:: :Mir: :DIVQ: ' All Rights Reserved Complex Beam Load Analysis& Job::: •7080 SW• Lola• :• : : :By: ::Didq: B04.02 Beam Size Calculation Software w W w1 �y2 w3 P1 P2 w4 P31, BEAM LOAD :.{_ I ELEMENTS a b `N .. d e�1 ft f R1 & R2 based on est Bm wt R1 L R2 R1TR21 L R2 R1 L R2 R1 L R2 R1 R D Bldg. Unif.Load Incr.Load Partial Uniform Loads Point Load(s) 0/h Unif. Ld. 0/h Point Beam I.D. L Part Enter: pitch X/12 to>DL at sloped Rafters., Ld(loan: to)trib Area)under appropriate dia n. Adjust Est.bwt±added to w Cs..w4,as req to=bwt. % Load tA Ld w tA Ld W tA Ld w1 tA Ld w2 tA Ld w3 a b c ref P1 ref P2 d e , tA Ld w4 f ref P3 q Type NO. O.C. Roof `.f{dl�:-:7 -. -�99 Wall 8 10 80 Span RI R2•• 29 2""F/R 4 50 200 S 700 700 1"FI 50 Comment: 49 Total is!i!l pitch 280 :':':':•:ibwt± 1 mutt 0.9 M b wt L F? , type No. o.c. Roof Wall Sp.an RI R2 ` 2""F/R 15'Fl omment: Total i:E:S:€:!pitch :'::Ibwt± mult M b wt 'IFS ' type No. o.c. Roof Wall Span RI R2 ' 2""F/R .•:•:•.•-. 15'Fl Comment: Total, _ :..pitch :,bwt± mult M b wt L F? , type No. o.c. Roof . .. - Wall Span RI R2 2"u F/R 1"Fl Comment: Total :I. ; pitch ::.:•: bwt± mult M b wt :::iLF? „type_No. o.c. Roof ,Stpan` ::fit'..F1'•y2'•: Wall "IIF/R 1"Fl Comment: Total, pitch bwt± mutt M b wt L F? Type No. o.c. Roof Span RI R2 2 all a 1'Fl Comment: Total pitch `•-:•: :jbwt± mutt L F? type No. o.c. Roof Wall Span RI R2 2""F/R __- 1St Fl Comment: Total i-ill pitch ••_abwt± mutt b wt LF Calculated Span and Load Properties Page 3 MaxBeam ©1995 Archforms Ltd . pa%::::zian:•p:.2014::•:•:•:•:•:•:•:•:•:•:•:•:::::Firrn;:f)IVO.:;:;:;:;:;:•:•:•:•:•:•:•:•:•:•:•:•:•:• All Rights Reserved Complex Beam Load Analysis& ........... . . . . . . . . . ... ....................... . . . ...... :4OIS::::7acti 5‘14Ccia::::::•-•••••-•••:•:•:•:•:•::BY:::::Dt\k?•::••••••••••••••••••"•••':':':':'•••'• B04.02 Beam Size Calculation Software 1 REACTION SHEAR MOMENT DEFLECTION BEAM PROPERTIES CHECK Code limit: FL-L1240 Roof-L/180 actual>required? Neut % Defl x at L Camber x at>f or g Area Section Modulus Moment of Inertia BEAM I.D. R1 R2 V Axis M M DL Floor Roof Act DL Radius ;Floor Roof Act DL Aact Areq Sact Sreq X Sreq R lad t Ireq X Ireq>f/g w/final bm wt max at L at X at R2 LI Def Def ft. , Def Def bxh 3V bh^2 Mx12 Mx12 bxhA3 Sum I Sum I lbs lbs lbsftft/1bsft/lbs limit 0..( i in x1.5 1.:•:-R1;•:•:- .. (Lib in x1.5 2fv 6 fb fb 12 E def x E def f :;::::5 :::: : :::::::: 2644 2644 2644 10.0013221 29 0.6Y1.00 0.50 0.22 2781 305501 69 21 156 67 1051 793 :::::2:::::::::::::::: 4180 4180 4180 9.00 18809 29 0.60 0.90 0.58 0.25 1954 977534 69 33 156 94 1051 1016 ::::00.r.4::::4:::::::::::::::: 3373 3373 3373 4.50 7590 31 0.30 0.45 0.20 0.09 13241732W 46 26 69 38 311 205 :::: 2 ::::: :::::::::::::::.::.:::::: 3296 2207 3296 4.16 5342 29 0.30 0.45 0.21 0.09 1334 612033 28 27 42 27 190 134 Pffi,1::::4:":::::::::.:::::. 1715 1715 1715 600 . 51 45 29 0.40 0.60 0.39 0.17 1291.3434 28 14 42 26 190 123 111#::::Z::::::.::.::::::.: 888 888 888 2.50 1 1 1 0 29 0.17 0.25 0.03 0.01 25 11 31 12 111 19 - 14.4#:.:A:.::;:::-::.::::: 612 612 612 3.00 918 55 0.20 0.30 0.08 0.06 19 8 18 10 49 19 710 710 710 2.50 888 49 0.17 0.25 0.05 0.04 19 9 18 9 49 15 ! .•....... • ••.•.•.•.•.•.•. .•.•.•.•....... :-:::•::.:::::.::,,*::::•:•:•:•:•:•:•:•:•: ..........................:•:•:•:::•:•:•:•:. • :.:......-......:•:•:•:•:-.•:-:•:•:•: .•.•.•.....•.•.•.•.•.•.•.•.•.•...•... .....:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:. .:•:•:•:.:.:•:•:•:•:•:.:•:•..:•:•:.:• ::.:::,::.:.;:i:•:::.::::.::*:::::::::::: :•:•:•:•:•:•:•:•:•:•:•:•:•.......:..... .:•:•:•:•:•:•:•:•:•:•:•:•:•......:•:. :•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. ...-.•.•...•.•.....•.-.•...•......... ::•:•:•:•:•:•:•:•:•:•:•:•:•:.:.:.:•:• .•:•:•:•:•:•:•:•:•:•:•:.:•:•:•:•:-:•: I ::::::::::::::::::::::::::::•:•:•:•:. .•:•:•:•:•:•:•:•:•:•:•:•:•:•.-......: .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. •••••••••••••••••• ,........................,......... ..................................... :•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: •:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:. .:•:•:.:•:•:•:•:•:•:•:.:.:•:.:•:•:•:. :•:.:•:•:-:•:•:•:•:•:•:::•:•:•:•:•:•: :::::::::::::::::::::::•::::::::::::: •:•:•:•:•:•:•:•:•:•:•:•:•••••••:•:•:• :::::::::::::::::::::::::::::::::::•: .•:•:-.•:•••:•:•:•:•:•:•:•.•:•...•:•: , - Beam Selection and Design Properties Check Page 4 MaxBeam ©1995 Archforms Ltd . •Datg:.:Jan.2.20114-::••••:•:•:•:•:•:•:•:•:•:•:•Firm:.DIVO :•:•:•:::•:•:•:•:•:•:•:•:•:•:•: Al Rights Reserved ' ' : , ' Complex Beam Load Analysis& :41:).13::::74:180 +;At liila:::••:••••••••••••••••••••••By:••Um>:•••••••••:•:•.•.•.•.•.•.•...•.• 504.02 i J , Beam Size Calculation Software . . . . . . . . . ... .......•.....•,.......... .•. . . ...•...•. . . . . . . . . . . . BEAM MATERIAL SIZE 1 MAL SIZE 1- SIZE DESIGN ' PERCENTAGE OF BEAM 1-, USE j SELECTION ESTIMATE SELECTION 1 TEST- PROPERTIES CAPACITY BEMLD. Load Wet Rep Roof Type Mat Grade Cuat Net dimensions Adjusted Base >100%exceeds Beam Capacity Dur W? 'Use Mbr Mat b h City i b : II ASV -Design Properties Area Section Moment P.S.0 Not Delault Mat Selection See Based on Overwrite as Reld acb see(pg5) A Modulus Sx of inertia ix 0,I? T-1,V? V? yr? imisiiii0Fia:;414F-494::: Lib. -Est BmWt w/Actual Bm Weight req? he lb' 1 -Er RI R2 Span R2 Span R2 i Id I I 1 Bm 1git.7-E;'........4)0.......•211F-Vf:• ' 1 ' 5.1241::.•.:12.5 • OK 165 2,384 ! 1.8 31% 43% 76% . . . . . Bm ---2 iliiiliii*::::11P::::::24FiY4:: 1 5,124::::111 : OK 165 Z400 1.8 411% ' 60% ' 97% , . . CBm I ;q:::::::::::::::::: .•.•...•.••. Mill:::::AF::::;:44m4;: 1 ::0;1*4::::::9 : OK -165 2 400 1 1.8 55% ' 55% 66% „.......,.............,........ CBm ---2 ' :Vie ii.iii'.....:-•:' gitlYi:::::BIK::::::24E:Y4:: . . 1 :MU::::::9 :- OK 165 2,400 1 1.8 96% 63% ._ . , . 71% RBm I %..,:*if::*i::, *i::::•••••• Niii:::::gp:::::;24F•v4:; ' 1 ',3..12.9.:.•:•:9 • OK 1 2,400' 1 1.8 '49% '' 61% •• • — 65 65% Hdr 2 immi iiiiiii ::::::::.. _ liillgiii:::::01?i*.;:*;:§ :i: 1 111::::::7.25 :- OK 95 1138 t; 1A 42% -38% 17% i• _ ' Hdr 3 iti4Bili::::14F::::::::g ::: 1 3.5.:-:*•*5:5 7 OK 95 1,138 1 16 43% ' 55% 38% F, Hdr 1 Ofiiltli!..:•:•13F:•:.••:•2. ••• 1 3.5 5.5 OK 95 1,138 1.6 48% 53% 31% ,........... .•. ::::::::::.•••••-• • • • .•• , e.....,..„ ..... ...... ................ . . . .•. iiii..:•:•:•:•:•:.::•:•:•:.: 1 , , ->k::::::::::::::::::::::::::•••••••••••• ::::::::::.•••••.;•;•;•;•;•; .•• :i:i*i:•:-:•:•:•:•:••:•:•:- , , i*i:i7,•••••••••••••"•:•:•: _, , •./.,.....v.„••..•••••• • ..•••••.•.••..•• • • • . . . -Ay:—•••••••••••••••• •••••••••••••••• • • • • • • , 1::i:i;i:i:i:i::.:, ggii'i•:•:•:•:•::• igi':!**••••••••••••••.•.•.• •.• .......... .......... . ................. . . . . . •••••••••••-• ••••• ••••- .••••••••••••••• • • • • ...............,•••••••-..... . .,...,.......... . . . . . . ' r .i::.::::.:::m:•::i:;:p•:•:•:•:•::• ''' —'•'° '•:•:• •:; . :,*i:i:i:i:K::g::' 1.i.:•:•,•,••,•::• .•. ... ° • ' , 04:::::::::::::::::::::•:::••••••." • .•. .•. • ':- •-•.•.......-. .•••• ••• .. . . : 1::::::::::::::::::::: :i••••••.••••. .;::::::::.....•••••••••••.•.•. .•. :Iii?:ii:•.•:•:•:•:•:.•:•:•:. i':: ::: :•:•:-:•:•:•:•••:•:•:•: ' , . ••••• ••••••• • • • • , ............. . . . , ::•• •••••••••••••••• • • • • ''';Iiii::::::::::::::::::::::: ' ' .§:i§:ii:•,i:::i iiiiiiii:i:::::::::::: iiiiiii EE:••••••••••••••••••••••:•••• ••• •1 , ..iiiIiii":":":':':":.:::::::: ••••••••••••••••••••••••••••••••••• • •'•••••••••••••••••••• • • ••• I '!'ni•:::::::::::::::•:':•: ' ' r , 1 ':' ••••,•:•:•:':":•:.•:•:•: 7 "::::::•••••'::••••::::::::::::::::•••••••••••••••: •:::::•:•:•:•••••••••••• • • • 3 7 ....•.......,•••••••••••••••• • •••••••••••••••••••••• • • • • • i • .. . . : .......... ,•••• •••••• . ..............••••••• • • • • :::':iii::::••:•:•:•:•:•:•::•:•::•: : : , .••:•••••a• • :: • -: :, : :"..ii .....:.........:•:•'•: : iiiMii:E:iiii:::::::::: iiiIiii iF.iiii......................•:•:::: •:• L •:::i ii*•:•:•:•:•:•:.::••••:•. -1 : ::::•.i'i'i:::,::•:•:•:•:•:•••••:•:•:• . : . : JVi.iii.:.:i:: iiii••:•.:•,:::, .1i:!'iiE .:•.i:.:•;•;•••••••:•:•;•;•: ;•: . ' —........... . . . ' .. . .......... ..... ..................... . . . . ,.....•........ . . . , . ........„..—...•.•...•.•.•••••• ..............„...... . . . . • !- _ , ••••,:,,•-•:s...,:,•!!,:',''••-• ' :i;:::::::::::..............;•;•;•„ .•. '''.., ,,i:•'.:•7.:•*.".•::•:•:•... r : , . . ..... , •:•:..•.:-............... ............. . . . . . ••••• •••••• .... ....... . . . . ......... . ..........•••.••• • • • • . ............ . . . . -•••••••—• • • • • . ' ' .... ...... ..... ....... . . . . .- ........... . . . . , , ..-- ......... . ............ . . . . . ............ . . . . . ................ •.•.....•.•..••.•. . . . ... ........... . . . . ............ . . . . ........... . . . . _ ,,- ... -, . . .• . .- 1:::!!!!!!!!.:.:..:.:i:i:::.:.....''.. 1!!!!!!!!.:.:i:.*:.:::.:.:•..:":.:i:"•:•:•: :•: , ............ . . . . .•,.i.i..,.......................:.,•.:.:. , , .- , ........... . . . . .,..,,„.,.................... : . ..........,....,,.... . . .. . . . . . :::::::::::::::: ::: • Beam Post Sizing and End Support Page 6 MaxBeam ©1995 Archforms Ltd . Date::•Jar1;,:2:2x1:4:•:•:;:•:•:•:•:•:•Flrr:•DIV.0•:•:::•:•:•:•:::•:•:•:•:::•:•: All Rights Reserved Complex Beam Load Analysis& :.lobi',:10$aSaN;'Lotti: • . . •:$jr::: "Ii;,,/r5:::::::::::.::::::::::::::::::: B04.02 Beam Size Calculation Software HEIGHT POST POST END POST DESIGN POST REQUIREMENTS &DEPTH MATERIAL CONDITIONS PROPERTIES BEAM I.D. HT WI dpth Built- End Beam Post Post Min Min Min. Post Post L min d Type Mat up or Rest Hang Base Cap Le Le Fc E' FOE CP F'c Pmax P A req Post End Hanger Base Cap ft 3x to 8x Defau Solid? Cond Type ? ? Lice d w/ad; KcEE' Cp`Fc R1 or Added P Size Sup •:' •:•c 2'�,i5 i WD I PP N i N N le/d R2 lbs. Pc in. C' r. Bm 1 :•:$:•:.:, - IGD PP N N N 8 2/ 625 1.6 638 0.42 262 2644 l:ltt?'s:##### #VALUt! 1.5 Bm 2 :::$::'iii '1-. PP N N N 8 27 625 1.6 638 0.42 262 4180 i i R??':i':##### #VALUE! 1.5 CBm 1 ••3••si:: i5 PP N N N• 8 27 625 1.6 638 0.42 262 3373 i i iii##### #VALUE! 1.5 CBm 2 ::4:;aifiii0 +iii- PP N N N 8 27 625 1.6 638 0.42 262 3296 iii?y,i:`:##### #VALUE! 1.9 RBm 1 ::::.9)::iii:iiiU WD PP N N N 8 27 625 1.6 638 0.42 262 1715 :iii iii##### #VALUE! 1.5 Hdr 2 :::$::iii?iii.�' WD PP N N N 8 27 625 1.6 638 0.42 262 888 iiii i i##### #VALUE! 1.5 ic Hdr 3 •:• .:-:Egii ,iM i5WD PP .,' N 8 27 625 1.6 638 0.42 262 612 it!itigii ##### #VALUE! 1.5 Hdr 1 :•:8:.:i?c;!h $i WD PP N 8 27 625 1.6 638 0.42 262 710 !!0 ,,:9##### #VALUE! 1.5 .ll.'.1.,.'.,.` I,l;1:1.1.1.1 - i'•.:.i,..i:!...i.r .s1 i_: 1 I