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/111ST ic,We - 1110 ,ZZ. 4 vic,NOR THiv CN I/'C , .41 .0,:>•-.\..l GA' •„ IVEE11N G' W . i /L. forth, eJi e ntyneering, n,c. Paci Residential 1 Commercial Plans & Engineering 4242 Silver Foils Dr. NE., Silverfon, OR. 97381 Ph. 503.873.3184 Fax. 503.873.3907 each,/ Catutidioni Mari fait Poorneitort ert tcaiton Ati- V 12- - Address: Design &if era ,,-,_-,-,,, i .), „...--,,, Wind: Exposure B ,,' \,,,-...-7-----_.:-::;c:N. 14575 SW 81'Ave /, .\,- ,' 120 mph Wind Tigard, OR 97124 4, Seismic: lone 0 , , / --'E .... ),‘„ , i Snow Load: 25 psf Soil Bearing: 2000 psf A.,-, -- ..--:-- PENEV,'f:: 1 7—.3' — 6t9ineer 4Record Mark S. Ellingson, P.I. Note: II thk 1)11'. and the "Lngincer"." mse@panweng.com s1.11111) do not appear in red ink %thli the ignaitirc in Hue ink, under preNsure. then ilik k not a Micheal A. Ellingson, P.E. legal coRt and shall not he iked in nhiaining a permit. 1 ©� #18-144 mike@pacnweng.com 03-19-2018 EXISTING .o_ EXISTING RAFTERS � ..� RSM. .—.–R TER 2X8 @ 24' 0/ , - . . . " 2X6 2 24" 07G ---- (5) 16d NAILS -.. . - ."--" `~, '--,-. „ ----,--,f,--\./----,,,,,-;;\ `;J Mi � INTO _ TER ;w RIDGE t'” 1,. fir, ...--s---i > ( _,^--"'-'"--N€' ;,�,r' XAT "°- EVERY TRUSS I • EXISTING f -``.. CEILING JOISTS Oki00.., „...............,,:„. 2X6 2 16' ..,....„.„, . ,,, s d a --- 1__rn T I ' F _..'" C ORIGINAL TRUSS OR E5 -GUSSET (8'1><8°) `S') IT (4) 8dNAILS INTO° EACH i I i MEMBER t S f 1 EXISTING ""✓ FLOOR JOISTS i PXI2 2 24" U/U 16o NAILS (6) 16d NAILS FROM 2X6 FROM ? BRACE INTO BRACE INTO ADD NEW SIIvIPSON LUS2.10 EXISTING - __ , - HANGER USING 16d NAILS RASTERS t INTO DOUE3LE 2X6 POST FOR DOUBLE ---T f 1------t- - 1. .4':' CI I 'E 2X POST - --. !It, k, . „. , ",----- 2X6 POST ON, ER 1 / / i 1 \\\\ SIDING 1. NEW 2 X 6 ----- / f.,,>Rki TING'''') Y'k:t"^ Sf ... -----__NEW ANGLE I R E \ .w -: s. ANGLE BRACE t516d NAILS FROM 2X6 FROM BRACE INTO SIS i I G BRACE INTO DOUBLE. 2X I 1 CF:::1 _...IN _JOISTS '�, ' T DOUBLE LE ES EXE 1 m6 'L/C I PEST mm BeamCPk v2016 licensed to:Pacific Northwest Engineering Reg#70 1-808 Fast Roof Structure Ridge BeamDat 3/17/18 Selection 2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1==1.4 int R2= 1.4 in' (1.5)CSL Deft= 0.03 in Data Beam Span 8.0 ft Reaction 1 LL 600# Reaction 2 LL 600# Beam Wt per ft 4,1 # Reaction 1 TL 856# Reaction 2 TL 856# Bm Wt Included 33# Maximum V 856# Max Moment 1713'# Max V(Reduced) 656 TL Max Uefi L/240 TL Actual Deft L 1>1000 LL Max Dell _ L 1360 LL Actual Dell L 1>1000 . ..._r „ Attributes Section((ire)-_____Shear ins) TL Deft(in)_____LL Dell_.._ .. _._ _.__._. . Actual 31.64 16>88 0.0(3 0 06 Critical 1 22.84 5.46 0.40 0 7 Status I OK OKOK K 1 Ratio 72% 32% 20% 18,E E _. ._ _( .s!.. _ u(1.1!),. .ape x(tail) Fe (psi) .. ..:.. lues Reference Values 900 180 1,6 625 Ad usted' alues__m900 __... _____180 _. .625 Adjustments CF Size'Factor` 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm t Wet Use _ 1- ?�..,__ 1.00. __.__ 1 „{ _..__ 1 PQ. __ _..,______, . Cl Stability 1.0000 Rb=0.00 Le=0,00 Fl Loans Uniform LL.. 1 0 Uniform TL; 210 A — ��- Uniform Load R1 =856 R2=856 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. eamOhek v2016 licensed to: Northwest Engineering Pacific ..n, . � g Reg 71 S0 Fast Roof Structure Back Rafters tete;3/17/18: Selection 2x 8 DF-L#2 a@ 24 in oc Lu 0.0 Ft Conditions NOS 2012,Repetitive Use Min Bearing Area R1=0.4 int R2=0.4 int (1.5) DL Deft= 0,04 in Data Beam Span 8.0 ft Reaction 1 LL 200# Reaction 2 LL 200# Beam Wt per ft 0# Reaction 1 TL 280# Reaction 2 TL 280# Bm Wt included 0# Maximum V 280# , Max Moment 560'# Max V(Reduced) 238# TL Max Deft L/240 TL Actual Dell L 1994 LL Max Dell L/360 LL Actual I eti L/>1000 Attributes Section in Shear in23 TL Dell(in) LL Deft Actual 13.14 10.88 0.10 0.06 ' Critical 5.41 1.98 0.40 0.27 Status OK OK OK OK Ratio 41% 18% 24% 23% Fb(psi) Fv((psi) E tps x r€rrl -.__ cl(psi,) .. ,..M Values Reference Values 900 188 1.6 625 Adjusted Values:::..... 1242 180........ ;; 625 Adjustments CF Size Factor 1.200 Cd Duration 1.001.00. Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1,00 1.00 1.00' .._ u.. 1.00 Cl Stability 1000 Rb 0,00 Le=0.00 Ft €ads Uniform LL:50 Uniform TL:70 =A .- Uniform Lead A is ..�� _m R 1 -280 2=280 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. (f - BeatilChek v2016 ticensecl to:Pacific Northwest Engineering Reg#701-808 __ _ ...... .. _ Fast Roof Structure Front RaftersDate: 3/17/18 Selection 2x 6 DF-L IQ @ 24'in OC LU=0.0 Ft Conditions NOS 2012, Repetitive Use Min Bearing Area R1=0.3 ire R2=0.3 in2 (1 5)DL Deft= 0 03 in Data Beam Span 6,0 ft Reaction 1 LL 150# Reaction 2 LL 150# Beam Wt per ft 0# Reaction 1 TL 210*/ Reaction 2 TL 210# 1 Sm Wt included 0# Maximum V 210# 1 Max Moment 315*# Max V(Reduced) 178# IL Max Deft L/240 TL Actual Deft L/>1000 I LL Max Deft L/360 LL Actual Deft L I>1000 Attributes n, Shearf) Section(in) IL Deft(in) LL Deft s, ... _ Actual 7,56 8.25 0.07 004 1 Critical 2.81 1.48 0.30 0.20 , 1 Status OK OK OK OK Ratio 37% 18% 23% 22% - ---- Fb(psi) Fv(psi) E(psi x mil) Fel(psi) _. , Values Reference Values 900 180 1 6 625 Adjusted yalues_., Adjustments i CF Size Factor 1.300 1 Cd Duration 1.00 1.00 Cr Repetitive 1.15 i Ch Shear Stress N/A Cm Wet Use 1_00 1.00 1.00 1.00 Cl Stability 1,0000 Rb=0.00 Le=0 00 Ft Leans Uniform LL:50 Uniform TL• 70 .=A Uniform Load A __ .... E - I R1 -=210 R2 210 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. .. . __n. v _ Be mCtok v2016 licensed to:Pacific Northwest Engineering Reg*711408 _ Fast ROOF STRUCTURE Ceiling Joists Date: 3117118 Selection 2x 6 OF C.#2 @ 16 in+oc Lu 0,0 Ft Conditions NDS 2012. Repetitive Use Min Bearing.Area R17---0.1 in'' R2-0.1 int (1.5)DL Uefl 0.28 in Data Beam _. ®m,. .._ am Span 12.0 ft Beam Wt per ft 0# Reaction 1 TL 80# Reaction 2 TL 80 Bin Wt Included 0# Maximum V 80# Max Moment 240'# Max V(Reduced) 74# TL Max Deft L/240 ILActual i left L l 614 Aftn6irtes' Section(in ) Shear(i TL Deft(in) Actual 7,56 6.25 0.28 Critical ? 2,14 0.62 0.60 Status OK OK OK Ratio l 26% 7'(v 4710 `.' __ __ b( i)... m.,._ (Psi x mil) F ..(ps.t)..,,._._. _ . __ . Values Reference •Values 900 180 1_ 625 Adjusted Value. 1 34 1 _.. _.. ._. 1 _ ,_ _.__ 625 Amf ustrnerits . CF Size Factor 1.300 Cd Duration 100 1.00 Cr Repetitive 1 16 Ch Shear Stress N/A Cm Wet Use 1.001.00 1. 0 . ._ 1 0C} Cl Stability 1 0000 Rb=0.00 Le=0.00 Ft ':.: _... _.. Loads Uniform TL: 13 -A Uniform Load A .. w.__ ______________..__ _.._ R1 =60. SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2016 licensed to:Pacific Northwest Engineering Reg#761-848 Fast Floor Structure Floor Joists Date: 3/17/18 Selection 2x 10 DF-L#2 @ 24 in oc Lu=0,0 Ft Conditions NDS 2012,Repetitive Use Min Bearing Area R1= 1.0 ins` R2=1.0 in2 (1.6) DL Deft= 0,09 in Pete Beam Span 12.0 ft Reaction 1 LL 480# Reaction 2 LL 480# 1 Beam Wt per ft 0# Reaction 1 IL 600# Reaction 2 IL 600# Bn,Wt Included 0# Maximum V 600 Max Moment 1800'# Max V(Reduced) 523 TL Max Dell L/240 TL Actual Dell L 1445 .,.LL Max Defl n^ L/360 LL Actual Defl Li 1 Attributes ection{ink..:.._Shear(in TL Dell ink:.._ LL,l e l_ Actual 21.39 13.88 0.32 0.24 Critical 18.97 4.36 0,60 0.40 Status OK OK. OK OK Ratio 89% 31% 54%. 59% ? s't ._.:......._ Fv(psi) (psi x mil,),,,, . ._Fc {psi} Values Reference Values 900 180 1;6 625 LAdjusted Values_ 1139___ 180._. ,, ....16.;.._. 625 C/'r tmo--ots F Size Factor 1.100 1 Cd Duration 1.00 1,00' , Cr Repetitive 1.15 l Ch Shear Stress N/A 1Cm Wet Use 1.00 1,00 1.00 1.00, Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft 1„nom _.... :...... .M ._.:w Loads Uniform LL:80 Uniform IL. 100 = Uniform Load A ........._ __ .... �w�__ R1 =600 R2=600 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. Notes Minimum of 2x10 24..'olc needed. Actual joists are2x12. Spacing could be 12”aro 16"olpm or 24"0/c and still be O .