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/A572_0(6 -0053q o t 5 3v' 115 CA-- U R OVY ELL 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEIVED October 4, 2016 DEC 0 8 2016 CITY OF iGARj Mascord Plan: BUILDING DIVISION 22155 - FOUR D CONST. 2 Medallion Meadows - Lot 23 Tigard, OR 97224 100 mph 3-Second Gust, Exposure B Seismic Category D 2015 IBC / 2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering � 4.fl PRpfte,� C IIV , Project Number: , 5 PE 160355OW' ,'Ib O GO . ' '1'22,'l°.�' \.' � T. Ro' Mims: DEC. 91, J EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. 11.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES. 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(c),flifrivzr1 4.kii,O,t.D c.:1 o‘JC. ^ ---i--- - - 1 n i 0 (,i,,,........ocer,r4,1 4,re,n rero or,,,,r‘tirl.etlt 6.111 ir to..itt, , \ICIAS01, '',:!?I l'''''''''''''' Zr..) ta I - •1 A 1 1,,6" 1 1 0.,31 , 12.. 0,0 2"0.0. ,3 I 22 00 040(43 • (0)0531 10 357.:08) . lT3, iA'S1H0i401 (30) I, 0 4vIne.nRr TIS. rrer 1 f -_ _ F Rri P-JiAlt, I I 0 7,Y2,.,,3.'3'I, 00'',is.3t e.P,'•':.,i. 3' 0..0 3"0.0 01:_25. 22-00" --i-k-.- - (I7I)1Mh-AS,ST•Ctt5ii 7.4/*0/(432)2)kiRaidc.0t:.-int,olec,al-.-s.cuCcth<ta.urtta ctla hj .-.-I!-•II1-3.,-,-.,3/r,2A .',ti1I,sJf-'w - 7a-....1,+if•5ik.,.i,11Ii V: - , 0)o.531I 14, 72"i020) , 5 ,, 11: . - HOU-8 .20) : , 1 1 43.150 01(231 Ifa ,a,„,. \/ tre,04'01 I ,„ 2' 101003,t(K)1si,e .04 014, (0) 4, t71 (-- 0: 3 0 t9 iU1, ASDE 1 ) --0- II „r, .. i,7F,„.I '',:ti.t- J.j.j,,” •3. I 2”O.C. 2.0.0. -SX I 13"0,0, tt,, 1_,`,..0_5) ...., i i (...;( , In46 ÷,-:t>l'' U-'" 5p; 4,4, •,,,,,,,'2,.,,,,,,,i,::1, ,,,, 1 $ , ......„1 i • 11771 CA.,'..1°111.1',.1:::11•7• 1 e -., -,.1 ,• ...•.. .. 1,.. ., .ee,.,,,,,,,.. •....•:,e, W. , eeee. ..-:... e ..•e..,-.4..... ri ...1 . - .- •.. e•1 41°.-1/l'.4, \'••••I.76,(7,,,..l'In.•!').7;'::'•''7,7 ,'..% I .6 CV <1 '''` . 1 1 1 i• _L."-- - 1 . .1. -7,....,,,,,...7.4 ,,,,,,,,,-..'.; .' I I;;;,) 1 um. Page 12, DATE: 10/04/16 PROJECT: 22155 - FOUR D CONST. 2 ver012208 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE -2015 IBC BY S.A. WIND SPEED: 100 Adjustment Factor for Building Height A = '1.00 EXPOSURE: B Increase 110/B wind loads by 0.83 SEISMIC CAT:' D to obtain 100/B (Sos=2/3 Skis) 0.850 1.2SDS 1.02 R: 6.5 snow load = 30 A upper: 1681 mean roof height, h =, 30,ft A main: 2279 A lower: 0 V=1.2SosWDL/R ASD Load Combination = V/1.4 Way ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 1681' 25215 3957 2826 EXT. WALLS 10 8 184 7360' 1155 825 INT. WALLS 8 8' 200 6400 1004 717 BRICK 40 0 0' 0 0 TOTAL 38975 6.116 4369 MAIN FLOOR ROOF/CEILING 15 495 7425 1165 832 FLOOR 10 1504 15040 2360 1686 EXT. WALLS 10 9 176 7920 1243 888 INT. WALLS 8 9 100 3600 565 404 WALLS ABOVE 13760 2159 1542 DECK 10 280 2800 439 314 BRICK 40 0 0 0 0 TOTAL 50545 7932 5665 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 1C; 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0' 0' 0 WALLS ABOVE 11520. 1808 1291 DECK 10 0- 0 0 BRICK 40 0 0 0 0 TOTAL 11520 1808 1291 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 260 260 1 1500 CMST12X36" 6 2684 STHD14RJ A 350/350 2 3430 CMST12X48" 7 5090 HTT5 B 600/600 3 4700 CMST12X60" 8 7870 HDU8 C 896/640 4 6210 ' CMST12X72" 9 _ 9535 HDU11 D 980/980 5 9215 CMST12X90" 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 14, DATE: 10/4/16 PROJECT: 22155 - FOUR D CONST. 2 WIND 110/B 100/B HEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF F Y=CANT. 0 0 0 0 0.0 0 0 'V2 ' 4723 4723 3903 13.6 347 287 0 0 0 0 0.0 0 0 V4 5332 5332 4406 32.0 167 138 V5 4350 4350 3595 22.0 198 163 V6 3752 3752. 3101 17.2 218 180+ V7 2150 2150 1777 6.2 347 287 0` 0 0 00' 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 r 0 0" 0' 0 0.0 0 0' 0 0 0 0' 0.0 0 0' 0 0 0 0 0.0" 0 0 ' 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0. 0 0 0 20307 M1 2068 2068 1709 22.0 94 78 M2 2734 4723 7457 6162 10.0 746 616 M3 2735 2735 2260 30.0 91 75' M4 2706 5332 8038 6643 24.0 335 277 M5 3236 4350 7587 6270 8.0 948 784 M6 3044 3752 6796 5617 10.6 641 530 M7 ' 2188 2150 4338 3585 27.0 161 133 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0' 0' 0.0 0 0 ' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0' 0 0.0 0 0' 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0' o 0 0 01 0o.o 0 0 39017 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0' o 0 0' 0' 0 0.0 0 0 0' 0 0 0' 0.0 0 0 0 0 0' 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' o.o 0 0 0 0 0 0' 0.0' 0 0 0 0 0' 0 0.0 0 0 0 0 Page 15 DATE: 10/04/16 PROJECT: 22155 FOUR.D CONST. 2 SEIS 1C SETS. TOTAL SOR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SETS. SHEAR SE1S. SETS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 4369 0% 0 0 0. 0' 1.00 0 V2 X 4369 693 41% 1801 0 1801 132 1.00 1.00 132 0 4369 0% 0 0 0 0 1.00 0 V4 X 4369 987 59%' 2565 0 2565 80 1.00 1.00 80 V5 X 4369' 678 40% 1762 0 1762 80 1.00 1.00 80 V6 X 4369 737 44% 1915 0 1915 111 1.00 1.00 111 V7 X 4369 265 16% 689 0 689' 111 1.00 1.00 111 0 4369 0% 0 0 0 0 1.00 0 O 4369 0% 0 0 0 0 1:00 0 0' 4369, 0% 0 0' 0 0 1.00 0 0 4369 0% 0 0 0 0- 1.00' 0 0 4369 0% 0 0 0 0_ 1.00 0 O 4369 0% 0 0 0 0 1.00' 0 O 4369 0% 0 0 0 0' 1.00 0 0' 4369 0% 0 0 0 0 1.00 0 0' 4369 0% 0 0 0 0 1.00 0 200% 0 8732 M1 X 5665 240- 11% 597 0 0 597 27 1.00 1.00 27 M2 X 5665 672 29% 1671 0' 1801 3472, 347 1.00 1.00 347 M3 X 5665 878 39% 2183 0 0 2183 73 1.00' 1.00 73 M4 X 5665 730. 32% 1815 0 2565 4380 182 1.00 1.00 182 M5 X 5665 689 30% 1713 0 1762 3475 434' 1.00 1.00 434 M6 X 5665 972 43% 2416 0 1915 4332 409 1:00 1.00 409 M7 X 5665 378 17% 940' 0. .689 1628 60 1.00 1.00 60 0. 5665 0%' 0 0 0 0 0 1.00 0' 0' 5665 0% 0 0 0 0 1.00 0 0 5665 0% 0 0 0 0 1.00 0 0 5665' 0% 0 0 0' 0 1.00. 0' 0'' 5665 0% 0 0 0 0 1.00' 0 0' 5665 0.% 0 0 0 0 1.00 0 0 5665 . 0%' 0 .0 0 0' 1.00 0 0 5665 0% 0 0' 0 0 1.00 0 0 5665 0% 0 0 0 0. 1.00 0 200% 20066 0 1291 0% 0 0 0 0 1.00 0, 0' 1291 0% 0 0 0 0 1.00 0 0 1291 0% 0 0' 0' 0 1.00' 0 0 1291 0% 0 0' 0' 0' 1.00 0 0' 1291 0% 0 0' 0 0' 1.00' 0 0 1291 0%' 0 0 0 0 1.00 0 0' 1291' _ 0% 0 0 0 0 1.00 0 0 1291 0% 0 0 0 0' 1.00 0 0 1291 0% 0 0 0 0 1.00' 0 0 1291 0% 0 0 0 0 1..00 0 0 1291 0% 0 0 0' 0 1.00' 0 0 1291 0%- 0 0 0 0 1.00' 0 0 1291 0%0 0 0 0 0 1.00 0 0' 1291 0% 0 0 0 0 1.00 . 0 0 1291 0% 0 0 0 0 1.00 0 0 1291 0% 0 .0 0 0 1.00 0 0% 0" Page 16. . DATE: 10/04/16 PROJECT: 22155 - FOUR D CONST. 2 WALL SUM'itARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min. UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. 0 0 1.00 d 0 0 0 0 OR 0 V2 287 1.33 177 X 287 2296 A A ' 2 OR 6 2x 0 '0 1.00 ' 0 0 0 ' 0 OR 0 - V4 138' 1.00 80 X 138 1102 S S 1 OR 6 '2x V5 163+ 1.03 82 X 163 1307 S S 1 OR 6 2x V6 180 1.00 111 X 180 1442 S S 1 OR 6 2x V7 ' 287 1.00 111 X 287 229.3 A A , 2 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 ' 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 ' 0 0 0 0OR0 0' 0 1.00 0 _ 0 0 0OR0 _ 0 0 1.00 0 0 0 0 OR 0 -. 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0' 0' 0 0 OR 0 M1 78 1.00 27 X 78 699 S S 0 OR 0 2x M2 616 1.75 608 X 616 5546 C C 4 OR 8 3x M3 75 1.00 73 X. 75 678 S S ' 0 OR 0 '2x M4 277 1.13 205 X 277 2491 A A ' 2 OR 6 2x M5 784 1.50 652 X 784' 7054 D . C 5 OR 8 3x M6 530 1.73 707 X 707 4769 D B 4 OR 7 (2)2x M7 133 1.50 90 X - V 133 1195 S S . 1 OR 6 2x 0 0 1.00 0 0 0 ' 0 OR 0 0 1.00 0 0 0 0 OR 0 0 1.00 0 0 0 0 OR 0 0' 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0' 1.00 0 0' 0 0 OR 0 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0' 0 0 OR 0 0 0 1.00 0 0 0 ' 0OR0 0 0 1.00 0 0 0 OORO 0 OV 1.00 0 0 0 0 OR 0 0 0' 1.00 0 0 0 0 OR 0 0 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 01 1.00 0 0' 0 0 OR 0 0 0- 1.00 ' 0 0 0 0 OR 0 0 0' 1.00 0+ 0 0 0 OR 0 0 0' 1.00 0 0 0 _ 0 OR 0 0 0' 1.00 ' 0' 0 0' 0 OR 0 0 0_ 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0. 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0' 0 OR 0 0 0 1..00 0 0 0 0 OR 0 0 0 1.00 0+ 0 0 0 OR 0 a • SHEAR- AL�o�r��-o DU. _. :t,f:t- • HOLDOWN SCHEDULE �`f015Iisfc �ss� a K P�Of ,) R., t .,,t,,,. `s r ." .: ; mp NI '` ,- r" .E,°it~ 2015 IBC `�� sB367RE U Lf ,4FR RATED PLYWOOD OR ORIENTED STRAND ARD ( f ,r < 1 IGS' f 1 tr .Err: t}IS t1 ' — I:cls il'7, ] .r. -� (� i— I I ,� -( 1 ^LeREGON J y {{I aM,.RrI 1 ,,,c, - P .I ..rrt Ir,3:.L � o .n 1a r 4 wc< Cti� 17.1 :- �- i �O 22,E ti �� r- i..._:.. 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GENERAL NOTES LEGEND _..__ _ ___ ___-- .__-- •FRAMING CLIP SPACING SCHEDULE 0.0• ! F"i E;;�,_NOTE, -- ,— _.. 3 - — r°,1? i .,,!i IJ.f-.• r)t[ O CM 'tet •Sc,00.7J0Ia ✓L03f FAIL, �c7 t :o. c q.. r =a N,; c5.3 I I`-."�. 1✓c.r'-'7,r'-'7, r./-:_�C, '-. '.l:,I-1 t �75T ^t �tj, LS,,..51 I n Cltr!.It n 5`:J C NA I S i 0 Ot',I\ v I O t? OF SHE 4-l H'rNG. OR I .7 x : a e s i};f i r r �r I r of :Ac.. F:3,tditvC (At.f�i C n•uS i;� ,,,,,,,,II {,a,.: _nis ( -LOOS.�rG°t IA'a. r Gam” TOa"t r'_ I r 1, f y I „ 1 ..: re.-E--- a n� t &D CONNECTED I TC THE 0 _ .,i L1 i 5c5,-,, �_Tl7C F, ] ,s'rI.>-,i',:,.-.,.,,,,,,:c; .� *c..) i ..T 1 15' ?i)' r'>- I t(' (3) oto 9 r -u:al s,a:l �,r)f' 2r SIL[:L SL?CO_:;:ii> I I COQ r-:_ I- I\i[: O -,r -i�...,4.T ICN. SEE j ...............__-..._.__,. — — r __ pt e4 to CI,yT,s, F Met., VISG G^\�_Cilrttii �;-ELS=C< I o I r I r r� 1 .i->SIE 'w,t1,II:.E Ill • —/ _I..-_..-:a j ,- lIr- I------ - -- {� IIe u r inn,,,,,T,,,, ieS +��Ct Cr n:en:7+.� —� { i _I o.-.1 rev G vti n1e •-r,,RGtP:F.i•iit::S I AAr _a\ l____ - _ --- _ t. -c arr,f,In:ov3a I 1-1 A 1_ `I i { [.- I c (5.) I do 'v lrrcl 14,04; 1 t y • i jI �'" { l I Sr I I � i •7') FII 01(1.1 C!'. Sl ii r-- l-�-' SEN, 4, I u- ,o to a I., 3,..,ter xQ v 11.E ':.%1 I �1' • ..'av-ms' , ...s.a,.m ' '�v A\ 1 f 7 Urs r \i/ j r` r. { i' r --)1 i _s.A..x:«s .-._.-..::�-..._ -(ti,c .w,...a.,saw u } I 0 — _�` I C' "� 1 C5= !,-EE Llo',(4O-r - ,_„ (T'''''..` i I, I 1 (:::7°, i t �r -fL / L I { 1 C7 ; r-� _._—._ I I I is 1 3 ' II op.j....•mil 11 1L I SII , i i i (T' \ \'v € 1 se { i L f: /1 \ 4 —i __ 1 ', -c. _ i4ri ! 25#SNOW LOAD;; 1 • 1 ,.!i 41111 1 - - i i' ¢ u � 1 ki • I , :� P4 22155,1...'''.•' 1 f t i r L� , I Li , _....,......_- BS,LE If I �liL` i C., c ` ri) 1. h7J' ,.,: 7..,,,!, , -7- 1 ill W: /-17--;,;1 '--"'"' "'-' i 4 j I 14 •-, ;,e, i:,;,'. Ai, ,', ,,,'......-;.---,:., 1 LI z`-' I I ..10:1,WI CCP,.NA, ,, I 7 I 71 • \ \ . \" . .11.//t. . .I.,k ,. ,. ,,EAC.,..ER •....IJ \. h ' \ \ I tC.C.Nrit,0,1, P. •••. ‘,.?, ii . /f; V,--1,;_*II \,'\• I i. 5,,L• I',-,_1.,.5 '-''--'7f.,7..t'.5'7.;.,, .,,- _, --,;---,,,,,,,f_:,•a.e• -I p.,-,\--- , EEE,AE-•,;g— .,-'' • - `"---- - ,-- g cn,,,E. 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