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Specifications (8) /A5 A'SH OFE;(7,E CriTy °1---i?-151gtt):- ." --r41 it< ENGINEERING Y BL ..Surr 100 PoRTLAND,OR 97232 INC PHONE(503) 230-8876 SHERMANENGINEERS.COM Structural Calculations Pi 'eA . n November 16, 2016 NOV 2 9 20th Conroy Res. Deck urcY 10286 SW Lady Marion Dr. Tigard, OR SEI Project#16-RICK-05-332 II Pc 4 `14 t is.v Prepared For: Rick's Custom Fencing and Decks 4543 SE Tualatin Valley Hwy —C;7;')7 Hillsboro, OR 97213 Subject Sheet No. Plan: Si Details: Di-D5 Foundation: FD1 Deck Ledger: DF1 Framing: Beam DB1-DB2 Joists D31 r---__,,--- (400-n-r Azz-Ap 1 e.fr:„ I ' " 1 1 I , 1_______1 .)C,e4 I? = / 41,..„ i /_2 , , \ ,...,/ / -2- 4-1, •‘., i x i) / I( StIERMAN ENGINffR/NG, INC. 315/ N5 Sandy Blvd. Ste. /00 Portland. OR 97232 JOB: Conroy Residence ©F I CLIENT: Ricks Custom ! 1116/2016 JML DECK LEDGER Loading: DL psf LL psf Total psf 10 40 50 Tributary: 8.5 ft 8.5 ft x 50 psf = 425 plf 425 pH x 1 .33 ft = 565.25 # V 16d= 139 # USE: 565.3 = 4.07 (5) I Gd NAILS @ 1 6" O.C. 135 Seismic: 5„, = 0.73 R = 6.5 V = 1 .RSds W = 0. 135 W Load: _ I 0 psf x I7 x 24 = 4.08'kips VW = D. 13 x 4.08 = 0.55 lops Lag Bolts: V I/4"SDS SCREW 340 # = 340 W I l4" SDS SCREW: 340 # x 3" = 1020 V Governs: 0.55 / 0.34 = 1 62 1 .62 = (2)11/4"SD5 SCREWS USE 2x LEDGER W/ (5) 16d NAILS @ IG" O.C. AND (I) 1/4"WS SCREWS 4' 0.C. '' 'e;,1� BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg# 7.99.2-66413 Conroy Residence Deck Beam DB1 Date: 11/28/16 Selection PT 6x 12 HF#1 Lu=0.0 Ft Conditions NDS 2005, Incised Min Bearing Area R1=5.4 in2 R2=5.4 in2 (1.5)DL Defl= 0.04 in Data ' Beam Span 10.0 ft Reaction 1 LL 1700# Reaction 2 LL 1700# Beam Wt per ft 15.37# Reaction 1 TL 2202# Reaction 2 IL 2202# Bm Wt Included 154# Maximum V 2202# Max Moment 5505 It Max V(Reduced) 1780# TL Max Defl L/240 TL Actual Defl L/937 I LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(inz) TL Defl(in) LL Defl Actual I 121.23 63.25 0.13 0.09 Critical 78.64 23.84 0.50 0.33 j Status OK OK OK OK Ratio I 65% 38% 26% 27% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values I Reference Values 1050 140 1.3 405 Adjusted Values 840 112 1.2 405 Adjustments I CF Size Factor 1.000 I Cd Duration 1.00 1.00 Cr Repetitive 1.00 1 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:340 Uniform TL: 425 =A Uniform Load A /\ R12202 R2=2202 SPAN= IO FT Uniform and partial uniform loads are lbs per lineal ft. • V �1 i eJ BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg#7992-68413 Conroy Residence Deck Beam — DB2 Date: 11/28/16 Selection ! PT 6x 12 HF#2 Lu =0.0 Ft I Conditions NDS 2005, Incised Min Bearing Area R1=3.2 in2 R2=3.2 in2 (1.5) DL Defl= 0.03 in Data I Beam Span 9.75 ft Reaction 1 LL 975# Reaction 2 LL 975# Beam Wt per ft 15.37# Reaction 1 TL 1294# Reaction 2 TL 1294# 1 Bm Wt Included 150# Maximum V 1294# i Max Moment 3153'# Max V(Reduced) 1039# IL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 121.23 63.25 0.08 0.06 Critical i 70.07 13.92 0.49 0.33 Status I OK OK OK OK Ratio I 58% 22% 17% 17% i Fb(psi) Fv(psi) E (psi x mil) Fcl(psi) Values Reference Values 675 140 1.1 405 Adjusted Values 540 112 1.0 405 Adjustments I CF Size Factor 1.000 I Cd Duration 1.00 1.00 i Cr Repetitive 1.00 i Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Uniform Load A I I R1 = 1294 R2= 1294 SPAN=9.75 FT Uniform and partial uniform loads are lbs per lineal ft. ^ ' - B*emChekv2C07��noedhz���9&K�m _--_ ENGINEERING INC Reg' 799~ __.'~ - �� _ Conroy Residence Deck Joist -- DJ1 Date: 11/11/16 Selection | PT2x12 HF#2 @ 12inmm Lu=0.0 Ft Conditions NDS 2005, Repetitive Use, Incised Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5)DL Defl= 0.13 in Data I Beam Span 17.0 ft Reaction 1 LL 340# Reaction 2 LL 340# Bean Wt per ft O# Reaction 1 TL 425# Reaction 2 IL 425# Bm Wt Included 0# Maximum V 425# Max Moment 180M`# Max V(Reduced) 378# IL Max Defi L/240 IL Actual Defi L/435 LL Max Defi L/360 LL Actual Dell L/597 Attiibuteo Section(in3) Shear(in2) TLDe0(in) LLDeO Actual 31.64 16.88 0,47 0.34 ! Critical 27.72 4.73 0.85 0.57 Status OK OK OK OK Ratio | 88% 28% 55% 8O�� ! / . Fb(psi) Fxbpo0 E(psi xmU Fol� 8 � Values Reference Values 850 150 1.3 405 782 120 1.2 405 Adjustments CF Size Factor1.080 ' Cd Duration 1.00 1.00 Cr Repetitive 1.15 | Ch Shear Stress N/A ! Ci|mdsng 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform IL: 50 =A 1 Uniform Load A R1 =425 .Z .. R2=425 SPAN= 17 FT Uniform and partial uniform loads are lbs per lineal ft. ______