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9216 5TH DR SE 2015 Plans 2022-12-05
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9216 5TH DR SE 2015 Plans 2022-12-05
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Last modified
12/5/2022 9:10:41 AM
Creation date
7/27/2018 2:08:13 PM
Metadata
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Template:
Address Document
Street Name
5TH DR SE
Street Number
9216
Permit
C1504-003
Year
2015
Notes
RB 1411-001 NEW SFR
Address Document Type
Plans
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PLAN 195812198 <br /> 6eamChek v20771icensed ro: MichaelJohnson Reg#7992-66428 <br /> PL4N 195812198 GARAGE <br /> GB-I Date:4/02/14 <br /> Selecfion 5�116x�6-112 GLB 26F�V6 DFIDF Lu =0A Ft <br /> � Conditions NDS 2005 <br /> Min Bearing Frea R1=7.fi iR R2=7.fi in' (1.5) DL Defl= 0.15 in Recom CamGer=023 in <br /> Dafu Beam Span 19.0 ft Reaction 1 LL 3800# Reac[ion 2 LL 3800# <br /> Beam Wt per ft 2055# Readion 1 TL 4945# Reac[ion 2 TL 4945# <br /> Bm Wt Induded 390# Maximum V 4945# <br /> Max Moment 23490'# Max V(Reduced) 4229# <br /> TLMaxDefl L/240 TLAc[ualDefl L/4fi3 <br /> LLMaxDefl L/3fi0 LLAduaIDeFl L/fi72 <br /> Attnbutes Sedion (iR) Shear (in') TL Defl (in) LL Defl _ _ __ <br /> Adual 232.55 04.5fi 0.49 034 <br /> Critical 120.04 2fi.43 0-95 O.fi3 <br /> StaWs OK OK OK OK <br /> Ratlo 52% 31% 52% 54% <br /> Fb (psi) Fv�iL E(�si x mig Fc1(psi)_ <br /> Values � Rehrence Values 2400 240 1.8 fi50 <br /> � Adjusted Values 2348 240 1.8 fi50 <br /> Adiusfinenfs Cv Valume 0-978 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch ShearStress WA <br /> Cm WeWse L00 1.00 100 1.00 <br /> QStaGildy 1.0000 RG =0.00 Le=0.00Ft i <br /> Loatls Unifarm LL'.400 Unifarm TC 500 =A <br /> ' UnifortnLoadA __ <br /> � — - <br /> � _ � <br /> R i =4945 R2=4945 <br /> SPAN=IBFT <br /> Uniform and partial uniform loads are Ibs per lineal fi. <br />
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