Loading...
Plans (163) YY\‘'T-7.5).\9 — r..z, OFFICE COPY Kaufer Residence Pool House 14504 SW Fern Street Tigard, OR 97224 RFVTSION STRUCTURAL CALCULATIONS Project No.: 17026 CITY OF TIGARD '0 /� Gr REVIEWED FOR CODE COMPLIANCEV�r eg and Valerie Kaufer 14504 SW Fern Street Approved: [ ] Y Tigard, OR 97224 OTC: [ I Permit#: or\33T -O($ Otj C7 Address: 1,15,1,1 Stt) -r:N s ' Suite #: By: A-P _....,_, Date: l f l (g •�� ARcy itfAR 1TE T S, EGONj\CEi Robert Simpson Architect, PC 11 ) ��� 31177 SW Simpson Road OF Og Corenlius, OR 97113-6201 10-Oct-2018 (503) 709-9653 R.C.Sig_ipson@iCloud.com '"/ pages Rafter Cant. 1 End No. 1 Uniform Load Duration: 1.15 Specie DF-L fv 180 lbs./sq. in. Shape factor fb single 875 lbs./sq.in. Deflection 180 fb repetitive 990 lbs./sq,in. Grade 2 E 1,300,000 lbs./sq.in. b1 1.50 in. b2 in. Live load 25.00 lbs./sq.ft. Sawn Y Dead load 5.00 lbs./sq.ft. GL Total load 30.00 lbs./sq.ft. PSI Spacing/Tributary Width 1.33 ft. LVL Member Load 40.00 lbs./ft. Span b/n Supports 10.54 ft. Cantilever 3,00 ft. Vmax 227.88 lbs. Mmax 469.10 in.^3 imax 103.75 in.^4 A: 1.65 in."2 S: 6.54 in.^3 I: 12.16 in.^4 h(fv): 1.10 in. h(fb): 5.11 in. h(E) 4.60 in. h(fv): #DIV/01 in. h(fb): #DIV/0l in. h(E) #DIV/0l in. Use 2x6 OF-I#2 @16"oc Ridge Beam Cant.1 End No. 1 Uniform Load Duration: 1.15 Specie DF-L fv 265 lbs./sq.in. Shape factor fb single 1,600 lbs./sq.in. Deflection coef. 180 fb repetitive lbs./sq. in. Grade 24F E 1,800,000 lbs./sq.in. bi 3.13 in. b2 5.13 in. Live load 25.00 lbs./sq.ft. Sawn Dead load 5.00 lbs./sq.ft. GL y Total load 30.00 lbs./so.f:. PSI Spacing/Tributary Width 7.26 ft. LVL Member Load 217.94 lbs./Ft. Span bin Supports 21.17 ft. Cantilever 2.50 ft. Vmax 2,339.04 lbs. Mmax 11,870.95 in.^3 imax ####### in."4 A: 11.51 in.^2 S: 102.39 in.^3 I: 387.70 in.^4 h(fv): 3.68 in. h(fb): 14.02 in. h(E) 11.42 in. h(fv}: 2.25 in. h(fb): 10.95 in. h(E) 9.68 in. Use 3.12545.0 24F-V4 or , [ 5.125x12.00 24F-V4 Glu-lam Ridge Beam Cant. 1 End No. 1 Uniform Load Duration: 1.15 Specie DF-L fv 265 lbs./sq.in. Shape factor fb single 1,600 lbs./sq.in. Deflection coef. 180 fb repetitive Ibs./sq.in. Grade 24F E 1,800,000 lbs./sq.in. b1 3.13 in. b2 5.13 in. Live load 25.00 lbs./sq.ft. Sawn Dead load 5.00 lbs./sq.ft. GL y Total load 30.00 lbs./sq.ft. PSL Spacing/Tributary Width 7.26 ft. LVL Member Load 217.94 lbs./ft. Span bin Supports 9.50 ft. Cantilever 2.50 ft. Vmx 1,106.89 lbs. Mma,c 2,129.87 in.^3 imax 278.47 in^4 A: 5.45 in.^2 S: 18.37 in.^3 I: 35.04 in.^4 h(fv): 1.74 in. h(fb): 5.94 in. h(E) 5.12 in. h(fv): 1.06 in. h(fb): 4.64 in. h(E) 4.35 in. Use 3.1250.5.00 24F-V4.or 5.125x12.00 24F-V4 GIu-lam • Porch Beam Simple Span No. 1 Uniform Load Duration: 1.15 Specie DF-L fv 180 lbs./sq. in. Shape factor fb single 875 lbs./sq.in. Deflection 180 fb repetitive lbs./sq. in. Grade 2 E 1,600,000 lbs./sq.in. b 3.50 in. in. Live load 25.00 lbs./sq. ft. Sawn Y Dead load 5.00 lbs./sq.ft. GL Total load 30.00 lbs./sq.ft. PSL Spacing/Tributary 11.60 ft. LVL Member load 347.88 lbs./ft. Span 9.50 ft. A: 15.84 in.^2 S: 61.89 in.^3 I: 62.91 in.^4 h(fv): 4.52 in. h(fb): 10.30 in. h(E) 6.00 in. h(fv): #DIV/0l in. h(fb): #DIV/0! in. h(E) #DIV/0! in. Use 4x12 DF-L# Gable Bm. cont. 3-eq. spans No. 1 Point load mid p Duration: 1.15 Specie DF-L fv 180 lbs./sq. in. Shape factor fb single 875 Ibs./sq. in. Deflection 180 fb repetitive lbs./sq. in. Grade 2 E 1,300,000 lbs./sq. in. bl 3.50 in. b2 in. Live load 25.00 lbs./sq. ft. Sawn Y Dead load 5.00 lbs./sq. ft. GL Total load 30.00 lbs./sq. ft. PSL Spacing/Tributary 55.06 ft. LVL Point Load 1,651.74 lbs./ft. Span 7.00 ft. Vmax 578.11 lbs. Mmax 2,147.26 in.^3 A: 11.08 in.^2 S: 33.87 in.^3 h(fv): 3.17 in. h(fb): 7.62 in. h(fv): #DIV/0! in. h(fb): #DIV/01 in. Use 4x10 DF-I.#2 ._.. .):::.er: 7.. 4:-1.---1-74----':-----1-- :-L-:11I'11 A L . , , _ ______. _____ . 1 / \ ,/\% 1 ' - ---1 -- WCIT7 5-0-314tra 11 - 1 4in '44' 14703t , 4.I. cr.:7444v 1 , 41- ra ; -irr 01 9 1L, f'N, 1 *1 4t;'<irttS 1 , ...„......--- ik is-z 4-As zpai-1 N' 1-17X0 rt79-3 ( ) 1 , t - _ I *I 1 1 1 . , 1 t 1 .. .. , -1-7-----1- _ ..* . i 4 5 AI q., \ ) ) 4.--% ).1•I'vkl0 I,s--t7„ / _ . . . I. .''4rr-4.,iw-,4i,„47.-:;.o,C1„,'A:,',,.Z: ' ' '-,:,"...-,Roc-•,: _ „,.,,......... _ .., . ......._ . . , ..,.........,... , - ... ...,.,,,...v...- „, ,w':ii.i.1,;;;:"2 Cr rIta,.. ''''''''#1'..4 ---;•!'.'''bV,-.. ' .16411'1.-”' _ ............„ ..,..„ . 1.--cr75 - . \ . I ..,.. ____,:i _ '44 -- — + ,daelci H Pat —, - , .,_ ..., 1. i - - ' I i .... ____ _ET vJeci....fw, 1 Izi-It , 1 i r 0•41 • 1 . ' -sP.."'"")1' .... - . , - ' 1 Z.--hi • 1 1 , . I... 1.1 , Oil I ---. 1--- itr,, ......,.......... 44 , .,..r „ . ,._,......_... . ,......._ .„, 4 . I 04-0 I i 1 , 1 r i 91 . i 1 .--- a. 1 -00 , . . I , — . . : , ,,a.....,/,..4,..15,z4a...c-.., -- .... - \ --e---- it-I „,,,,,, ,,10-7 ti n. *41 ' - „,,, Nt--- i , .. ,.„... , N , 1. ; Ei ; [ , . 1 ; ; t., i I t - H ' ---if'------ 1 , . ',,"*"Irw."7;IfrltirII''I'T.,!,iII,",IIIIItt'rIIolrr;,P'':IIII'"4III''"'IIeIrHIriItII,'IIA'ITllrt,VltITiirlio'l"7III;II",4l.I.g..*:',.'Ii„etif„;'tbl,,tl‘kI4I'-!11,*-tf'IIIIII%15'iI",Ik3t'lIXI,I''III4t!"IIIII'",IJIIIt4-III;$II:;I'III,Y;1'I 3*AKIIIII'il:,""qI.;'"iI4II'!'III-Ir,7.-,‘‘':I'I'''‘Ix.I.II„V,%.*- 74.1.:.t,-,T1,-t 4- - I,IltgSIiIRSIIIIkik„IAIII,qIj.IIIIII,iI.v ,I,a;,!I'i'iAIAIXAZP.ttgIIIVIIIVIII:III,'Ilalnea"niii -:;t,--I !IIII.I.I'IN*ikt'AQ-i$":;IIIV,A*i,,Xtti.-ki.,.k-taaVI'g."',1Ii*' l-'.'III,,II.,I.-'"ql'4,-'r"'I:,-"-,"'„,",I"'-."-V....-' ..',I,,.' _