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ms7---03,oiS---- 0009-4 /37K2 s&,' 4-/piit vi - APR 9 PROJECT: (in Of Tiruvallur Addition IIIILDING 13882 SW Alpine View Court Tigard, OR for Steve Thomson,Architect 3045 NE 56th Ave Portland, Oregon • PRop _ GIN4,..,) Avit 4V, 4 OREGON .• james G. Pierson, Inc. *1"--47#?C' 9,\*- ':19 R. Go\-'3 71f0/%0INeeo° 1 James G. Pierson, Inc. Consulting Structural Engineers 610 S.W.ALDER SUITE 918 PORTLAND,OR. 97205 (503)226-1286 FAX 226-3130 March 20,2015 GENERAL DESIGN LOADS: Project is designed in accord with requirements of the 2014 Oregon Structural Specialty Code. For this location the following design parameters apply: Wind: 18 PSF Seismic Site Class D1,Design Category D Roof Snow Load 25 PSF Roof Dead Load 15 PSF Floor Live Load 40 PSF Floor Dead Load 12 PSF Soil Bearing 1500 PSF(Assumed) Design Summary: Structural Calculations are provided herein for an addition to be constructed of pre- manufactured trusses and light wood-framed walls and floor. The techniques and principles of structural analysis used for these calculations conform to generally accepted standards of the engineering community. These design calculations have been prepared based upon architectural drawings furnished by Steve Thomson. • rk V i. ' A► -1 3Nli 10$_ m ® Win 1 , , , 1 H . /,� 0.0 w0 E q b "Illirr E -a• an - As .1•.an - r r o* NV1d VNO 4'%14 NV-101 a � #. ir:_, # l -J --1 r^---1 0:c. g i. i ', ! • ,4 ,.., ESO I J L J - J L J oE ` 1 _ • i•wf t07 �, ' r �y L l I --- _ A w r,..,,,, - _� ti x I , t ._ ___.........„.....„..„=__===.,r ` _-.-. y39Q117 30 d>Va}IM r17:, _T :— -- Ss•d1 3n 37t/d iv9s FN - L ..{ II MOMIND 1----{ --- _ Gtt Dort£ yvsIVWa..i¢1. --_t._.- 1.4`73,,0.SSnzi.s."ltoott5-4_----rr---- -----irr - - 58 1110 l,'LtII _-- --- i rr .. __weir r - - --6111016101111 - I =VIM -0-r+•n -Q 3 4- S21Grl liE,r 'JaaN y,rw tir rrri-1-"IP 1 .C r t lilt; ttp 4,x I otoc -..N.N. - VG-‘&r r741,�- _ rt _ _ I _ r _ _, ___ *Li u,/„/7 ,,.Q:r.. Q6YNF 7 _-.1. i 1 4"r*MT3Ee1,i frNP S6-T•kl,E}bXr ..._ Aiii _E . = _ _ i dil • I r i• �: .--V � ' oz W4 J i �1-- Nor_ z ,_ 1. . w n - I H e s i1r - 4i v`` " I - O r,`` 0 HOg ;o� - r- � --1 rf 7Z KJ ♦ O Fri ^ a FOUNPATION/FRAM1NG PLAN ,BUILDING SECTION ON/E. 1"4 Q D Ir•I - or•r A in Srrrtp A35 jFR _ 5 p. EDGE`1JA;L- N II �a 6aN4s rFrt 7 L. c 0 Pr 13 nsE P!-ArE - . *LI vrer 4-d D rtooK It.-A . A,L/LrW2 PFQ =11=11l 1 SNRt,J.lct tcliDt- -11111 II{I. 0.•.M 12.14 x 6'-cap IfDrir 40N-4.. F.T-4 lr�`"•4 altrierimmum -II-II-II�.11 Ili 11 1I.l [?') CuyJ T it y OEXT.FOIUNDATION WALL A r.a-a • "V �.. - • I I �. - rt _ , - ' I_ , _ , 1 t .._ _ .._ I 1._ i .. ....._. _..___.._.— ...-'__- _._. .......1 .__ .f—17 • I _-•_..._ ° r-_ i _ - +... _1 _ • _ _1 _ t-_...____._1... • 1 .. _---- .:,: ./C ►;._$_' P• S?>Si...�Z; $"?4.0 i -.__ 1, i 1 --p f 1 : $ I • • t HI ! 1 t r 1 1 f.... - t s • F+L • .DhF1 .. F:14 414E a • 1 .. 1_ cC'_.TRJS-S - - .-. 3 I .. ..1 • • L. _ : ' _. i 3 i s• 1 • 1 . 4 Project Job no. James G. Pierson, Inc. -r-z2uvA LLuR ADos Ts.or....1 Location Date Consulting Structural Engineers .r-xC�,e 17, Q T� a 3 ,�2� 320 S.W.Stark,Suite 535 Portland,Oregon 97204 , iS / Tel: (503) 226-1286 Fax: (503)226-3130 matt Sheet no. s. r/taMsorJ y t t . : .--M- !._.--I 1 _- : r ; . f .. ._._... 1 .,.._ ..._._. , .1._ E gDl� i • I I /E t� I X a I • i 1 ' .. _.-.._...,... - i _ } 1 1. E r G ! : ; ___ - - T7 _ i X j i: _ S -. -M;_per I ' ' Ilii t _Old .TU-S$ 1 _IP "t"""-±".--;"---'I-.. .. _. t- j r tel Fes; 1 I .__ ._._ i _ I • I • -.... .I. t iX i } --i w t f : X i • X • , Project Job no. James G. Pierson, Inc. ;rev 1../9L L..ver� 7- .0r..1 Consulting Structural Engineers Location °�e 320 S.W.Stark,Suite 535 Portland,Oregon 97204 1 ( / R i.-->f, ?r2 a'3I20//5— Tel: (503)226-1286 Fax:(503) 226-3130 Client Sheet no. S. Tidy)SoN ! 1 { i " I , t" 1 - - rJ ISG ` a • -f" { 1 I t_r r ___.,1.17_4-_:_y_'4/.4. i : _ .. 1 -- _ —_ : y _-_ 1--.1 , i• __,..li , : , t ii fi - _ i i S rn710 ��z. i r — I 24 i s • I { ,i { ---,'k8� el t*/ :.7x i44- E i I _ I t I ; i 1 , 1 t t . , I I I • • , • Project Job no. James G. Pierson, Inc. -rrQJv,1, Luie. A D�Iri_re,..& Loca Consulting Structural Engineers tion °"e 3 20 S.W.Stark,Suite 535 Portland,Oregon 97204 T G✓7 2 a 3 f 2 c�//,.� Tel: (503)226-1286 Fax: (503)226-3130 Client ' 10 SHEARWALL SCHEDULE FOR SEISMIC DESIGN CATEGORY D ALLOWABLE FASTENER SPACING OCl.CFMAF �/O EI EAR WALL SHEATHING FASTENS AT PANEL AT ITER#ED. BLOdKWO TO SILL FABLEEOFOUNDATION CAPACITY MOBS SUPPORTS TOP PLATES ANCHORS 8d COMMON NAILS 6' LTP4 9 30'O/C 918'8 SINN TITO4 HD 260 PLF 19/32'PLYWOOD 14 GA X 7 STAPLES 5' 12' OR 16d NAILS 9 6"0/C 946'O/C I5 GA X 1.15'STAPLES 5' A35®20"0/C I> EEAPWA11 9PJEL= I. SHEATHING PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL PANEL EDGES BACKED WITH 7 NOMINAL OR WIDER BLOCKING UNLESS NOTED AS UNBLOCKED. SHEAR VALUES NOTED ARE FOR SHORT-TERM LOADING 2. PANEL EDGE NAILING APPLES TO ALL PANEL EDGES AND TO TOP AND BOTTOM SUPPORTS. 3. FOUNDATION ANCHOR BOLTS NOTED ARE SIZED USING 2 INCH NOMINAL,P.T. DOUGLAS FIR SILLS WITHOUT NOTCHING OR COUNTERSINKING OF BOLTS. PROVIDE STANDARD CUT WASHER UNDER HEAD OF NUTS FOR DOLTS NOTED. HOLDOWN SCHEDULE -- STUD WALL TO FOUNDATION HOLD DOWN ANCHOR APPROVED EMBEDMENT MINIMUM MARK DESCRIPTION CAPACITY BOLT ANHORBOLT FRIMMPOSTDIAOPTIBU (eiDu2 n\ 'SIMPSON'HOU2 PRE•PE9.ECTED HOL;)pIR{ATTACHED 3015 LBS 518"8 ROD W/SIMP 16' TWO 2 X 4 MIN. J TO DOUBLE STUD POST W/(6.1-01:51/4`X 2 I/?S US SET-XP EPDXY 911139 13"! (HOW SIMPSON'HDU2 PRE-DEFLECTED HOLD XDO *1 ATTACHED SIMPSON 55TTB!6 13" TWO 2 X 4 MIN. TO DOUBLE STUD POST WI C6)-SDSI/4'X 2 I/7 SCREWS 30'5 Nes 505* yrs(3") HOLD DOWN SCHEDULE NOTES: I. SIMPSON SSTB ANCHORS NOTED MAY BE USED IN re.2500 PSI 3. INSTALL FOU SERIES HOLDOWNS UI1)4 N4"GAP FROM BOTTOM CONCRETE OR IN GROUTED CMU CELLS WHERE NOTED. OF HOLDOWN TO TOP OF PRESERVATIVE TREATED PLATE OR PROVIDE ASPHALT PAPER BARRIER TO RESIST CORROSION. 2. "J ANCHOR BOLTS ARE NOT APPROVED FOR USE 111111HC DOUIN9 4. CAPACITY OF HOEDOWN BASED ON DOUG R R OR SOUTHERN!PINE COMPLY WON SPECIAL.N ANCHOR MO REUJIRL9'IE14tS OF CODE FOR POSTS. FOR OTHER SPECIES OR P.T.MATEIWALS,CAPACITY IS LESS. INSTALLATION OF ALL BOLTS. 1 G I i - _ , , !,!Or' ilie..4r-rYi_4/9Le_111.-: i I • i /7 7 f 1 if`I P C {> FI{ , 1 X133 ).Y . 3 i f ! i._...i t I +�MM p Oji • . 1 Z-1z l7 ;li • • I � s _ !- LIf.G t t�1C1L _... L7P. `!.1. i . i I / I.: +`Y! 2V 1 Ufa Q� t :._ 13b _;.{S. f ,,_ i : . • 1 - j ••1—,..,• _ j _...._ i.._. _. _ _...._1.. I i • • r-; . .. .. ... _._. .._ 4 _._. V i • _ - -i_ - I I , 1 I • g. Project Job no. James G. Pierson, Inc. rreu vM L LU R h oL> TsU/•,) Consulting Structural Engineers ' 'd°° Date 320 S.W.Stark,Suite 535 Portland,Oregon 97204 7--r44R4',e;›, 012 03/1 5/2oi S Tel: (503) 226-1286 Fax: (503)226-3130 Client `"no. S. r t/Ur7st„.)nJ g 1 i f 1 - 1 , , _;___1.__. .I_F.S-_!_ _ . . _ i ' L 1 . • • • • � s_. Y . .... _..._.. _ -._..f . _..__.._.ti _..i -.._ _.._.t_. _ -4--_--.._...-.,..__ { , 1 1 1i . , - ". .1 .3 i`! . `t/�' .. , _ : U5' 1 a" /t'ri`te rar,, r F-17.6 L ; • : : I : i I a v i - Ips '_ �sra 9/1 s- - �.!� r ' _ USS _ !! _ C�ncFTG James G. Pierson, Inc. mea Job no. T....r QUYALLUk r DD-r rsoN Consulting Structural Engineers Location Date 320 S.W.Stark,Suite 535 Portland,Oregon 97204 rrG Q�� 4 Q3 f r y/2 v/ ' Tel: (503) 226-1286 Fax: (503) 226-3130 Client Sheet no. s, 7-Nomso r`1 f Tide Block Line 1 Project Title: You can change this area En ineer: Project ID: using the"Settings"menu item Protect Descr: and then using the"Printing S Title Block'selection, Title Block Line 6 Printed:20 MAR 2015,1:56PM Mu tipl@ Simple Beam Rle=z:IRt13XM-v�Ts2c7x-ZFrxwtz�.EC6 , ENERCALC;,;INC.1963-2015,Build:S 15:1:19;Vsr:6,15.1,19 Lac. g: KW-06001615 Licensee:lames g.pierson Inc. Description : Wood Beam Design : BM1 _ Calculations per 2012 NDS,IBC 2012,COC 2013,ASCE 7-10 BEAM Size: 4x8,Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 • Fb-Tension 900.0 psi Fc-Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 1,600.0 ksi Density 32.210 pcf Fb-Compr 900.0 psi Fc-Perp 625.0 psi Ft 575.0 psi Eminbend-xx 580.0 ksi Applied Lopds Unit Load: 0=0.0150, S=0.0250 klft,Trib=11.50 ft Desian Summary oro.17z sk0.zi761 Max fblFb Ratio = 0.418. 1 •, ,- -__ - , fb:Actual• 562.60 psi at 2.500 ft in Span#1 -= - _ • ` -"=�- "`i r: Fb:Allowable: 1,345.50 psi -==` : :ate. `e=.s• ,=aa: ue.. �1= Load Comb: +D+S+H ,.._„i, ( ) Max fv/FvRatio= 0.250:1 fv:Actual: 51.67 psi at 4.400 ft in Span#1 Fv:Allowable: 207.00 psi 5.011,4x13 Load Comb: +D+S+H • Max Deflections Max Reactions (k) IZ L Lt a W. E ti Downward L+Lr+S 0.023 in Downward Total 0.037 In Left Support 0.43 0.72 Upward L+Lr+S 0.000 in Upward Total 0.000 In Right Support 0.43 0.72 Live Load Defl Ratio 2625>360 Total Defl Ratio 1640>240 , Wood Beam Design : BM2 Calculations per 2012 NDS,IBC 2012,CBC 2013,ASCE 7-10 BEAM Size: 4x10,Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 900.0 psi Fc-Pill 1,350.0 psi Fv 180.0 psi Ebend-xx 1,600.0 ksi Density 32.210 pcf Fb-Compr 900.0 psi Fc-Perp 625.0 psi Ft 575.0 psi Eminbend-xx 580.0 ksl Applied Loads Unit Load: D=0.0120, L=0.040 k/lt,Trib=11.50 ft • pes/an Summary r- _.. Max tb/Fb Ratio = 0.599 1 om.lafioj�ro a66� i:ii�.._�,..C.u't.. tG..^C ? _Li .•..w. LifCl2`-'Y. S.�`I.�:'S'. F{S • lb:Actual: 646.99 psi at x _ -- P 3.000 ft in Span#1 ,:-v;. : ;-: . Tw. r iix a - . Fb:Allowable: 1 080.00psi r-_ _,_,� - : =-__ .a ,, " Load Comb: +D+L+H :.... ,., _.�<_ ,- :. F ,. a j Max fe/FvRatio= 0.345: 1 / re:Actual: 62.06 psi at 5.240 ft in Span#1 Fv:Allowable: 180.00 psi __ 6.0 n,4x10 Load Comb: +D+L+H Max Deflections �. Max Reactions (k) D L Lt E W E .b Downward L+Lr+S 0.037 in Downward Total 0.047 in Left Support 0.41 1.38 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.41 1.38 Live Load Defl Ratio 1972>360 Total Defl Ratio 1518>240 • /0 ` 1 F a R T E, MEMBER REPORT Level,FJ1 PASSED sem!! v f, ` 1 piece(s) 117/8"TM® 210 0 16" OC Overall Length:12'1" gaira ::;4,i,Lt ci::::.._.,....=:.. rat::": :r' -77 :. r4F.s_k : -'a'e�:r. i»4c.:x IPK:g ..� i :- 774:i'lkt.irxj�:=x-:'�':�v->�:-. z:-;.; .....'---._`.^��3==i -a��:._^_' yr;�'?s?2�`_s..'.r`.��.�i�'�. w.:xr'_....4..,ci:::sei,,,,. ri$..R. i3'r�.c:i ;_ _ _c..:41_:.....t .F_..Sc 7 i;gEF.-z:}=E.. 11'6" 0 13 All locations are measured from the outside face of left support(or left cantilever end).M dimensions are horizontal. eitililitiR400011:11 {river») ,`:: *stem:Hoar Member Reaction(lbs) 412 0 2 1/2" 1134(i(225") Passed�36% 1.00 :11x700 d0.+1.0 L(A ( ( ) Spans) Herter Type:,]Hist Shear(lbs) 399 0 3 1/2" 1655 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Bolding use:Residential Moment(Pt-lbs) 1180 0 6'1/2" 3795 Passed(31%) 1.00 1.0 0+1.0 L(All Spans) Building 03de:IBC Live Load Defl,(in) 0.074 @ 6'1/2" 0.292 Passed(1,/999+) -- 1.0 0+1.0 L(All Spans) Design Methodology:/MD Total Load Deft,(in) 0.096 0 6'1/2" 0.389 Passed(1/999+) -- 1.0 D+1.0 L(All Spans) 13-Pro1"Rating 59 40 Passed -- -- •Deflection crttede:U.(L/480)and TL(1/360). All compression (top ber bottom)mu be braced at S 10 7116"ofc unless detailed otherwise.Proper attachment and positioning of lateral bracing is•A structural analysis of the deck has not been performed. •Deflection analysis Is based on composite action with a Single layer of 23/32"Weyerhaeuser Edge"Panel(24"Span Rating)that Is glued and nailed down. •Additional conslde adons for the TJ-Pro"Rating include:None Sn i_004.LM141k: IOada:beSerpPait(S1a) ww ... i,...rs'.i..:4.!i4jiiitjTalg.. O deed E 7dSili :: , Y 1•Stud wall-SPF 3.50" 2.2S" 1.75" 97 322 419 1 1/4'Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.75" 97 322 419 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. • i baud -t+loaiislirR LOfidi ..-. _.:: 00000on :'. Sang :4R90) :` (LOU)::: coerce e 1-uniform(PSF) 0 to12 1" 16" 12.0 40.0 Residential-Living may. Areas I1 , , Y StJ Weyalnauser warrants that the sizing MIN products will be in accordance with Weyerhaeuser product design criteria and published design values 1Veyerhaetreer expreesly disclaims any other warranties Mated to the software.Refer to current Weyerhaeuser literature for Instillation details. (wrsw,woodojwy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to craumvant the need Rx a design professional as det emsried by the authority having Jurisdiction.The designer of record,builder or framer Is rtsponsbte to assure that dote calculation Is compaltlbie.with the overall project.Products manufactured at Weyerhaeuser facilities are td rd-paty ce noted to sustainable forestry standards. The product applkedon,Input design bads,dimensions and support information have been provided by Forte Software Operator IForte Software Operator Job Notes _ 3/20/2015 1:56:03 PM David Nicolardl Forte v4.6,Design Engine:V6,1,1.5 € James G.Pierson INC floo!/oist cafc.4te I (503)216-1286 f da•ddegrgpinrson.con • i 1/ Page 1 of 1 r ; i -- I , - 1 .ri ; - f_i�'a._.. , , 6 4ca,.--)T�Q1,.s F2 — ? T • i _ iz - " !— , r' - ---- • 9 t • { I' , ; i : I , I ! . _ .V (be pL..C')(2. ./k-)0.212:.) _ 1 Z 1-1 i_.__ _ .R �2 L!-Z-1 1/6 4. rt ; I r V. _/_,Iz_•-_. _L 1 , 1 .__L,......-_,, T.-Y/Li /• {^1A,�, z • . i , „..._..,.. ....._.•;,_.. _ ;.! ria 12L-/2r.VD = �7r_'474) #f if �Pelrid0ji +l_ 2' -)JLr )C/z/ ), /91 4-7: ) 1{� I_ _ tiu } I � _ , - ,t9.G r , 1 ! - .-..._ - - 7.._._.-__ .-.. _ _ _ L -I- .. ._i •,.. _ _ _.I-- 1. ala' j i._I�.s .1712 _/_'i 0_7. _ ,0 I,/- _ _._. .. ... r.II _ . _ Let/ )114),.3 115 �:_.. + li? x_7) =_ , 4fav 1 j�; _ . ,a:_o0.4 2. r72-4103.2._ 1.- :o . Imo. .: , ,_ Project Job no. James G. Pierson, Inc. Trizuv4l.tuie ADD..'ErO/J Consulting Structural Engineers Location Date 320 S.W.Stark,Suite 535 Portland,Oregon 97204 r �' Op ©?/ 11f Zp�' Tel: (503) 226-1286 Fax: (503) 226-3130 Client Sheet no 1 • 1 wL . i i , l I I : I }. 1 - j. Cid 2`�/.�(+O/?,!�' ''._i t3,Uo 1-1._ I ! : IS' 14/ft. Ca I-;.......... 4 1 ...I.... I 4..e.‘47111.0, l_.I1. _..._{./Ft• t •1 j ;..... 1 t. ; 1. ,.i•__.. I ' .,..i. ..I I .._ • rYny. f, 1A1,.� I .. OT Y�► L �k �t C � �x 11 R 1 � I t ' 1, » 1 [Fel.#. w r5. . �•( , 4 ,rte * ii!Ili._..; 1 , , I. , I • 1 I iilI ... ... ... .ff.k...V.. 41 _p= n.72. f_15/2 Z, jG U0 .lt --- I f- .T ......I . 1 .. 1 i ..... r 1l� t •y.. r • 1 1. ..V CI w I/1J /I.cZ i� • ' .. • Ibq 1 I.. T_. T `\y } ,II . .1....1. .1 ., ..44. 6. 1 3;`hha" ,p.14 12 wos)V/:4! t t�G . 0 .•.. ! 1 : ...1 1 f 1 I J�"'.r. IVIS Irl U 2 , I. 1 I I I I 1 1 1 l 111 , 111 : 1 ; 1 1 _.. 1 .; 1/0,111. 4, i_..._I.. I..._. 1 1 .P "f' 1 i • 1 • ' V. I t y 4411)( c)li 1 44)e l`�te•4.5,`),-.....267z. et 1‘ ; • 1. ' Orr : 25-4?-0)(..1 0) - 7..�,1 cN� r4i Q r'') � G.i a7 _C.y.�t l 5.)'c 'ab C1.,/-?,....1, - , . or.�.a•f l I1 _..__ -- : -4-- • __._T/4.-.�...�,.� ;2 oc):- ...c� (3.2 .c.)ia 7D Zlo 3. (i I f Q'a r I I • i ! f. 1 • Project Job no, James G. Pierson, Inc. 7,Tieuv A`Lue Aa1)s rJ 2' 1 Consulting Structural Engineers U" '°° Date 320 S.W.Stark,Suite 535 Portland,Oregon 97204 TrG �' 03/1y/z /J-- Tel: (503) 226-1286 Fax: (503) 226-3130 client Sheet no. S, 7-1440M50n—I /3