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rk ST,,Zo1C.- OCYS, 12, -•7 54} A4 /r vkc R OW E L L 10570 SE Washington St Suite 212 It ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292. Fax.503-254-676_1 LATERAL ANALYSIS April 5, 2016 Mascord Plan: 1245 - WINDWOOD HOMES Olson Woods - Lot 5 Tigard, OR 97223 100 mph 3-Second Gust, Exposure B Seismic Category D 2012 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 cip,0 PRppRss Rowell Engineeringa4, Project Number: 68387PE " 160115 // P 0 E�G0 ' h T. A0'01 tarn s: ma. 31, f 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. II.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. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. Page 1 4; 1! t1 .. il, IiV L._ r i tl l II. I I x, Li 1 �Iti t ii' i' . i �I I ht p ,',.--''''''''''''4'-'''''.--- :i,' i {� t {If k gg It '_ i .._. [i ji. k.--. I W i,t iril t x. , i , 0K:44-.''4' " _F r # t. . T 'It!= p I yI i( a, [ t t.; Ma V immill 1! CULT C 3 GN cin 11 , Page 2 1 .. ,... ,...„ ...,...............„ i , 1...„ , ....., • .. , • ' :1 . .. . ... . ' ' 4 II I ;ii II 1 q ' ' I I i ' **Si 1 _ . „ 1 II q • . , ,--- „ . , I i . imuip!!!II a 1.,••4 I I I I I t : - . . , . . : 1 3 al , - , . , 1 : . . , . , - 1 , - -- ... „i• . . . . .1 1 . . ,. . . . , . .. .., , . . ,. . ... , .... „... 3, . . , vi. , .. .. . . . . 1 1 , .1-..._z_° ••....,, •... • . : „ . - , „ . . . . . .. . . , . , . nJ i I 1. . . . . . .. . 1 .1 ..„...... ...... ..__. „.._ ."!... .. .. F-2. . -7, E E -_......,...„, . .. . . Ly,z_:_ IC:)N E n _.. ...„.... , Siiiiiii,Li.i.e. 'e.• ,, -c OILICi ' CN 'I tain ,40, 17,1110D .ce-— EN NOli_'77 7•-7----------=--- '''--7----"--±'-'''''--j _..di 1 NM 1 , . .•:;rtx;',r 1:::;;:r; , I TI. i--;;;;-•: • II::;' '.;•', ' i.!;', 1' 1 . , • ri ., .: .. , li'li111111110 a 11:•••••••• . „. .... , , . . : 1 , 1 : ... :• -'::::::::, .:: •. : -/,, : ,,, , : ,..:-. ''.:•-.1,-..-, -,,,,,-.:--,.:.::: . ,:.- , ::: ,,,11 • -- , ,1,•1 1:11'1, :' :1 1,-..-,..,. 12.,....-..--,- - 1 : i : . . . 1 '•• HI,:, : 1 . . . (1 Z . ,ii, ,......,:..7.:, '. •,,,,.....- -_-- ----r77'. . ;•;,..1 1,1;:I ir: ;.:ir;il ' I.1 4" • ,.- Hi'i,r, ,;„!:11;11, ;"L.-- ------ --L--- ' ":;'' 1, I 1 ; i(;), ,I .`"-•--, ! ;1 .1-,...----- "-----; .;:r ; ; . 41''',I; , VI.:,,1; ';• :, ' i 1 r •)r;11,;:i :;;, r;• i;L,-..,—,- ----- ..!..1.- ;:: i . . , r 1 ,. i . i I 1 oimyi•Immo lifit!!mot 0 0 : . . , . In •,, co 1„..., 0',I; . ,, Ct . . . : , . t , 1.,. ., . .,. c e6e. $ t 5trz-t .. rn 1 11 rn —1 ' I 1.1 1 CH .1,-... 0 •• , ,--,-, ._ . , , , - ,,,, : __, i _, _,„ ..q_...- ., V , , 4 .4i 7r @ .„71 1 11 r Ii _ _ - mm c_.,... rm , - _---1.--, 4. ,it.r liT Pi) 4 , _ , 4 -P• , I ;I - all Page 5 • DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES WIND LOADS LOAD AREAS I-ROM CAD LINE A B C D LOAD mean roof height, h = 17 ft 0 0 least horizontal dimension, b = 60 ft 0 0 0 0 a=min(0.1 b, 0.4h)>=max(3', 0.04b) 0 0 0' 0 0.1b= 6ft 0 0 0.4h = 6.8 ft 00 min = 6 ft 0 0 00 3' = 3 ft 0 0 0.04b = 2.4 ft 0 0 max = 3 0 0 0 0 a = 6 ft 0 0 2a= 12 ft 0 0 00 - roof rise,y=! 41 M1 67 38 60 19 3116 roof run, x = 12 M2 198 100 3816 arctan(ylx) = 18.43 DEG M3 70 40 71 52 3532 M4 39 25 1189 A = 25.8 psf M5 17 13 84 103 2401 B =®psf M6 18 14 84 92 2389 C =®psf M7 40 22 1193 0 = 4.1 psf M8 53 37 1638 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 'v:,•-•,- iiiii ‘5. .. •......._ ., ! r c.... g!---- ! , StZT , . mileminim 1 1 -.L.) 4> i . . ...„ ,. . . ... , . • , ,. 11 b , lr . , 0 , ;1-irr,irh.IS.NOIN2IN'CNS..,:g . . ' .. ,..,) _ ...... . 1 - ....... . E 0 0 _......,. 1 I . ... , 1/ I: . .. 6 .= 80...0....„. -.= . . „ 9-"rrNsit72,-,5 b•O'ail,..\ CNI.1%.z2 I' I 1 1--I.- ril _ 7:, 0 1 n ... - no '' Nik, \ lill ' : ., 1.1! , . .-Q---) , , # ,-......= 1 -I. s --ila A . E -...1.- ,-..„...0 r!!!.i:! --- ____„,,' !Bol. Alo ...__ P.: .- !‘-.(11.'r::• !! ,.!._ — 1 -F,,. "IDNil iNdC '--- 4> sii CO I - ":":,`, .::-.-",= •CD 0') -.--.. .), • 0 1 • • 1 a 0 0 j !...,....,,, .. -1 lunimminir 2 ?...? ,83.) 0 ,x 04 ; 34 N 0( o (4) a) , a 1 cz : EL ..Htur v Z '... .... • cin • SHEAR WALL SCHEDULE • , • HOLDOWN SCHEDULE • SEIS • 3 3 1 11.11.IIIIIII.N.IIIIMT(:ro-SICLjllimma..immm 117) Anex0r 80112Jr-.7" ,,,, ,,,,, NIA74.4<7 303,40SON. 4.34411018,43:3 8)87AC,1 XI 7 .77,11111h, APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) 7 4.,304lo So.., A,OP '8'W-3,87333 V-3 1e) 'MODEL# ( 3,444-4.7 el xx 04,8+0000, ,02 0, 40,0Cf C00000,r41.0, 0r0t,,, 1 rA,ffr'Efifr€8,rf C3)(5,2:0,(7) ,:-.,-.3LE el sh_f PLAir I I AL,ow ..,:r..k.:;! ,,dc..rr..,T,oar13/. PANT, 8 - NAILING AE, 7 NOTh). LOAD ,0} txterree.i.,4(888 xerre 8,12 "03 7I4-7III'IIIIX 'I-6 411Cr080.1831 I 183 PANEL 1 ,10,., ,- ; 4., 4,.,:. 1 ' 31/3- x'AN. :(4; f 100,og 38 8,80888 0,,4 ,80 Sx 7.A.,81 03 Ade-, A -, (... -18- 08ER ; (14) ! (2) ' SEli 477,7 4 WI ,_ .......... kk\ 8 0.'31'0 X 2V r "03 P n,,rrloy r,r ' . ; 1 ,(88.23330, A 17,1x7(.I;lo 4, ;"3") 184 exo.0(8 1 I. 3.(.. '26 - '30. — i vrc of) r : -: -• LI i 4 ,,. , , , . , -,,,, ,, ,,,,- 4" 0,C 4' 04, 1 23 4C- 0,2' 1350 3: cOrrYnO, ,a, cr 612..X 4 3 ect 28(, "04.87,8 487,383,204 -- , ; I' '', ,,- -f . Lu 7 4 P I.I24 ; - 1- (88 , 4284e4148, en774 II7.77 ,7 749:7 7`47-I"77'77 7747-7 7 ', „ • ., )1712; 2' C'°' 3 °- 2' ' " ''''''• 'e' 0,0,,, 477741 x.xecx 47-7,41.4447.74 ,,,Itex _4INI747,1477.777767IT I 7) 7I ,I.III I,64,..44.676,772.7 I II , 4.- - .0. ; ;8"400,7,47,7,74):4,471 - 7•77 7 -Xi -"" '' - 7 7 A 1 I 77 7 I4777,-774;77I7,7I77II774 . ,(•7777-7.. "471 47; 7 _ - 1 2" ,),C; - 'X.' 0 7777 3 .4 ,22- a 2 ., 0,...a • (0.0;;.:M.81 8 18 '3 X 30. 330.1 .783,38,ex,- x'1. .3 „P .,•“,<DI8 ,v2.2_ ;m qi,,,,,,, Lti,7 - 0 ' :Z-',1'.8 mST 3], rr,r(00) ,”0 ,0000r,r., sgr kr0 ,r0r0 fr,r0 1 , -,-I, 1 . i-r0 rf ,,',,,, 1 81)41-848 8.(14) 1342 48,00,03-80: exx ; ; (..1) , ,„,,..„..,r I4 X 44.0774.vr/(22, ,i,:r.,rf000,00 fr, ,0',,,,T...<,0' ‘0,0 '<f.f ;,'''''' ! . 7,3103 0777.4-.., i VS14.8'AA,0 ,.0.,,;00renot,4 0243 8,0 No ; .- ):1 '7 - 4j , - „, .„2(8 8.„ , ( o,, rJ.- ,, 112:,,,, ,,x /..,-., ..„,„ 14.ocePeen, xeore,0.3( 77, I 7-744 ..4.7,4 • x"..• . 7 77•IC . I 7 4,7444.'XV,.44 ' /423) 74,1 xxxxxxx7-447 , 4•14. 9 ' 7 "II7,II•IS73ITCt4.7^4,7477.5727; I,18'1k8c: "°TT(' 01r, .,r 2V" :.;. ,1 C 2 5” 0:.: IfrX IC 0 C. free - .'1 ,1,4 , i (4).ir , °;-'''' , ' "...... EA 88,088; " R,-, ,,,,,. 121,,.....,cn x7,4414 .4. 277,47,,4,,,,,. 0 '7=11412 l4 .'2 '...77.., - 7 --I -4-- '3)3X.1,33 41 r.4 el,,,,5r21,0 0,,,..•,,, , c,0,0 °;f1,f)00S k"4.4,",00,.., , A 4218' , 2' 0 C. 3), - ,3' r11(;)'(V.`44.,;.r(8',31111'.°338;°).,131'.: 14 (4),(8, ; rr4t, 8%..f.3„,,,,,‘,1,;,,,:,,ft .- ., C3/07/14 1 ' i 4 UI -9'- , 111 i W i i •••••••mi I: XXXX . 4.. . _ . .. Page 8 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. LARGEST OF TI-4E (2) HD STRAPS CORNER mw'q i i Ag ii iKr A LARGEST OF THE (2) LARGER `•V (2) 2X OR LAGE H.D'S GORNER (DEPENDING ON H.D.) 0 AFOUNDATION G a UPPER FLOOR 1 0O 11\ --�OLDOWN SCALE: 3/4" = 1'-O" NE-HD DIRAW1NG NOT TO SCALE ==-14 G120\YWEL --A- ERDI-JMEMG2[IM DfRAWN CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 [ � ' Page9 e., ' DATE: 04/05/16 PROJEC� 1245 ~ ��N �� HOME�� vwm12208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2012 IBC BY:IS.A. I U WIND SPEED: 100 Adjustment Factor for Building H ' ht A = 1.00 EXPOSURE: B Increase 110/B wind loads by 0.83 SEISMIC CAT: D to obtain 100/B /Sou=�/3�m�) O85� 1 ��D� 1.02 ` ' ' ^UV U R: 6.5 snow load = 0 A upper: 0 mean roof height, h = ftArnain: 4192 -- - --- A lower: 0 V=1.2SooVVoL/R ASD Load Combination =v/I.4 wM 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 o O d EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0' 0 BRICK 40 0 0 0 0 TOTAL 0 0 0 MAIN FLOOR ROOF/CBE|NE; 15 4192 62880 9867 7048 FLOOR 1O ' 0 0 0 EXT. WALLS 10 9 296 14023 2201 1572 INT.WALLS 8 9 200 7580 1189 850 WALLS ABOVE . 0 0 0 DECK 10 ' 0 0 0 BRICK 40 0 O 0 0 TOTAL 84483 13257 9470 LOWER FLOOR ROOF/CEILING 15 U o O FLOOR 1U ' 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 21603 3390 2421 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 21603 3390 2421 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 @M� 12.3.4.2 Allowable I Shear vva|| Load (pK) Floor to Floor Holdown Floor hmFoundation HodoVvn wind/ aim Tag Load Type Tag Load Type S 260/200 1 1500 cmaT12x36" 6 2684 STHD14RJ A 350t350 2 3430 Cwar12x48^ 7 5090 HTT5 B 600/600 3 4700 cwG7/2x60^ 8 7870 HDU8 C 896/040 4 0210 cmsr12x72^ 9 9535 HDU11 D 080/980 5 9215 owmrizxoo. 10 14445 HDU-14 E 1280/1200 ? 14446 to high F 1540/1540 Page 10 DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES WALLS LOAD WALL SC), FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 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 M1 14.0 8.0 9,0 31.0 9.0 M2 13.0 7.1 7.0 27.1 9.0 M3 11.0 9.0 20.0 9.0 M4 9.0 2.9 2.9 14.8 9.0 M5 8.0 6.6 14.6 12,8 'M6 12.0 7.8 19.8 9.0 M7 9.0 9.0 9.0 M8 2.6 2.6 2.6 7.8 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 144.1 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 Page 11 DATE: 4/5/16 PROJECT: 1245 - WINDWOOD HOMES WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 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 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 0 0 0 0 M1 3116 3116 2575 31.0 101 83 M2 3816 3816 3153 27.1 141 116 M3 3532 3532 2919' 20.0 177 146 M4 1189 1189 982 14.8 80 66 M5 2401 2401 1984 14.6 164 136 M6 2389 2389 1974 19.8 121 100 M7 1193 1193 986 9.0 133 110 M8 1638 1638 1353 7.8 210 174 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 0 19272 0v 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 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 0 0 0 A Page 12 DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES SEISMIC SEIS. TOTAL SQR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT, FACT. SHEAR 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 O 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 O 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1,00 0 0 0 0% 0 0 0 0 1.00 0 0 0 ' 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 O 0 0% 0 0 0 0 1.00 0 0% 0 0 M1 X 9470 1267 30% 2862 0 2862 92 1.00 1.00 92 M2 X 9470 1346 32% 3041 0 3041 112 1.00 1.00 112 M3 ' X 9470 1578 38% 3565 0 3565 178 1.00 1.00 178 M4 X 9470 312 7% 705 0 705 48 1.00 1.00 48 M5 X 9470 1529 36% 3454 0 3454 237 1.00 1.00 237 M6 X 9470 1562 37% 3528 0 3528 178 1.00 1.00 178 M7 X 9470 285 7% 644 0 644 72 1.00 1.00 72 M8 X 9470 502 12% 1134 0 1134 145 1.00 1.00 145 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 ' 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 200% 18932 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0°./0' 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1,00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 0 2421 0% 0 0' 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0' 2421 0% 0 0 0 0 1.00 0 0% 0 Page 13 DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/nares w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. 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 O OR O 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 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 O 0 0 1.00 0 0 0 OORO 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 O ORO 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 O OR O 0 0 1.00 0 0 0 0 OR 0 M1 83 1.00 92 X 92 831 S S 0 OR 0 2x M2 116 1.00 112 X 116 1047 S S 1 OR 6 2x M3 146 1.00 178 X 178 1604 S S 2 OR 6 2x M4 66 1.55 74 X 74 597 S S 0 OR 0 2x M5 136 1.00 237 X 237' 3028 S S 2 OR 7 2x M6 100 1.00 178 X 178 1604 S S 2 OR 6 2x M7 110 1.00 72 X 110 986 S S 0 OR 0 2x M8 174 1,73 252 X 252 1562 S S 2 OR 6 2x 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 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 OORO 0 0 1.00 ' 0 0 0 0 OR O 0 0 1.00 0 0 0 O OR 0 0 1.00 0 0 0 OORO 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 ' 0 OR 0 0 1.00 0 0 0 0 ORO 0 0 1.00 0 0 0 0 ORO 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 OORO 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 O OR O 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0' 0 OR 0 0' 0 1.00 0' 0 0 0 OR 0 „... . _ ' 11.11111.11.11111111.1.1, i WIND 4 SEISMIC GENERAL NOTES LEGEND . ANALYSIS ,-(15° . • SHEAR WALL SCHEDULE • 1 •FRAMING CLIP SPACING SCHEDULE OZ.* .....E.....€.•E Nc.?T'E-..- 2012 TBC Alt . ,-...e....,.. ,- $11387PE X” SkiSMIt 20.E'.olo I MINIIIIIIIIIIIIIIIC ii.111111111111 , ',,,,',, -,,,,, ',..: '. v ,,,,.,,,. . ,,,w, ,,,..,......., ,,..,....,-., 1 , APE RATED PLYWOOD(31 ORIENTED STRAND BOARD r,t; ,.."- x Tr hs 4,4„,..,04 , L4,,(••,.'".%A-` --4E -r-". Cr.E ........-7---..:, . €00 ,......... 70-4-ERC.--CR .€4,4f5.47.-.*,,:„- CrR -Ex-, S OREGON tE,E C.4^ :.- ' ,C./Lyi. 50, 1.1 , ."_14, OP,...),,,,,I .5-E4.~.NG T-.i.."-: e:'.--.7-e..-..--, c.E4O,-, z,F, tirra 0 '22'` ''''''' MA Z, ,,,,, , ,,i,,,l., o,, ,S-E4R,..,4L.._ -^jET RE C.:C,,,,NECL-Er.., TO T,--,E 4)0 1104 ' E,.. -..,. 4 ',/.! :4-," .,4.,„ I. ,C,',1. F.._.c.),_oR E,..E.--,,-,\,::::CR°0 \ T TN SEE• 0 r , oxraxs:DEC.31,:44, I Li ,ft ., on. -.. CA- CONNEC-,ON ',ET4,:_e FOR .. 7 ..,RRORR14"-E CO,NEC,:"'ON 0 1 ,,,:k. 1 - ,f,' ' „;.• ,,,,,' 41 i bam Li, ,i ' ' • „, , '„ ;''. 1 .6., .,,,,c ,, , ,„..„,,,,,,: ..,,;,, --P-, 1 ,. 1 ' , Milk"' .:,....i . , ,,.. „,.:,.,:,......... .:,..,...,.,.,, A 1 - ,,.. i ,. t ..,/•„.: ,..:., ..,,. ...I.,,, L,LLo 1.- '..,d I-1 , .8d'.'VC,, ' '' '‘,)SI ... e ...... L.3: ..., e 1 ,9c f.,,,,,, . f.` ,.,., 1\\ ,i '.' ' - .. A.-), 4.D.' '' ` - 21, ' I r...','', "" ! . T 2', /1! '''''' .. C D 0 . 1 I . ..., / ' ,•''l '',,- I ',.'.....:' ' ', ' - ' - i.g'. Root sheathing •' t' " i I t Roof ratter or truss— ,- ....,‘, — \ / / , ''' 74„. 4.,,, 4,4-• .`.. 3 L 3 1 L L{ 'e ‘. '1,3: le Stf. I 43...A; RAC clip required at blocked E.,-; N NG ,..- ,,,,,,.....--R. . , .,..-....., t. s \ ,.4, f• 0•74-Ci-, , diaphragms(see ABC schedule) .. . Simpson HI clip @ 24on .. ' Boundary nailing 8d ,„i. . ‘o -,,,s,6'o c UNO ', 14," - - /.6.--, I'_ 4- En 2-2 LL1, .., 7' " \., _._ . . _ . __ .. .' . _.,... , . ..6.6`..,, tr) . . -,,:,-- ,.....„•,,,,,Y,L„'i .,,,, , ,,,,,,"a,e2.a.r a.ea •••.. ''ID stun Nano A / I Vismi4 - '.'. , ./ 1, '.,„ Edoy1 ........._ • ''`...;:`,"-'*„.',..', ',... ",-,,,`,-.7','`„,,`„';',,-,'...7.',.-„,":='"' 2 x stud wall- - • / - .--' RAG SCHEDULE / Sheathing (Root Boundary Glp) , '•.C.)F71.CS' .. Or Ceiling foists or truss . Blocked diaphragms only . , a pF. // ,.. ,Reg netting Clip spaNrigZ , 8d06- 36oc '-.1. • . L.,e3 33AL 3,e,31:.3, „,,:t31 33,333ire„te[e 8d 04' 18'o c . , /NG ' 10d @ 4 12'o c , ' =____11 1111111.1.1111111111111111.11 • . . - . Rafter/Truss at eaves . . ,., . , tr.,.,.., ..... ......„.„...........,.,..,.. ,.,, „. .,. ......... '..... ' , . Scale 1*4 l•0” , / I f4)16d each side ,. Beveled blocking at brace , %•'0.' , . . L30 clips'al blockingci , ,-- - — 1 Boundary nalleig tnto lookouts or , • HOLDOWN SCHEDULE • blocking adpcent to brace 0 -.-.., B Ike. I I \-- = 1--- ,4, 44",,,'4 I Blocking with shear coding ', I, 1 , 1 ' i i ' ; ., r \ Ex'E,..r... •,-E.R.OP 5,-,EARLAAL.,..E into too chord --- 1 i 111111111111MIIMMI SEE T",r ' \\,. ' , --.... M C.- NTER!OR - . . 1 1.-_- --, r,:....- ., ....... `? / / L='-g: _.4, 1 . ,40PD •t.' Le 4 e L 1 3 ''."1,r ' t., ,1-',-> ,'05' , . - , . Pr.4 ,/ - ' ''.' ., Edge nailing l: . . .. Sheathing to match 4 , . 1 , ---• wall below '' ' .' 'B . , - . ‘ lerri 1 11 CI} r........... ._. ,....., ....- I \ ' (,-,, A , q . , . . , ..:t . ',.. , 1 . . .,„, ,„.... r . \ , . ---,-,--- , i-... . ..' Framing clip Nee i 1 '''.: = , A ,> . .. _,... . - - - , EE‘RAS ; .. 1. - \ . r i 1 I . . . . '4- ' E. f:=) Edge nailing : ..r ' , a. .. Sheathing n i --'-'--,,,,.7 GBC nig, 1 <- , , . \ , 2nd angled braces 46 o n , ' , , . ,,9,,4-4.,.. A 1 ,/ ,,,, -..., • ., 1. , / '''-"• i .,..„,,, -•,-,--,.,--; - \-4.....a•1 ‹„;,,,,, 7".'‘,..-;',,:::"":;',:."% , ''''' '';'`,;•':''',,",.`7,,,':,",,",,! , , ,.„.., ' ,,... • , li.........g(,)L. ., , . - . , t; , . , -.. Gable end truss 1 I ' , . . , , .,: Armssiess.. .. •(,, -, Scale I'=lA. 258 SNOW LOAD'0' , , , A i _ •., Sheathing- , ,•-• , Boundary nailing into blocking,. , Top chord ' .,- -1 ., 4., ,'"6> • 16406'c c , / A ,-.•_b_ A ,, • , '-• t` ,,, `,r-ri 'C' 2 x 4 flat stiffener• - V x - 2 I,4 angled brace a T--: - = • ganammom 2 ad angled brace ,/ •Staten.Inlay Be omitted et)16d blocking In brace it brace is less than 6' \1 41-‘-',1'I\ .'7=--6—CD CD'''Z' i--/—\ 1245 SECT. B B SECT A-A Scale'I 12-.V-0- Scale 1 t2'4 1'0' l',(',"-,.",•-4,. 4_l,./,J,•_ ... lairaillifinlinik .. T'd(E'L . ell*I 'i 1 Sheathing % ....1`,...i ?.'•; , ,- Beveled Hocking 0..j...1 : EGO'S Nt. i 1-NO ., . ,;.••;,O.;.1....OE. E.rOO.T.ha...`,,f. ,,„ ,.._ . •? -; OT.-,:.- I .• i-R..4.c cs, - Erd's CI 3'oc ,I "- m • - _.„.1'" t _ - 1- •••OE r.,4.), iwWZ.—j.,f,.., ,,-''i:,-., "'.. atchheo UM W;'' i• Shear nailmg 1 ,.` 2ii each side n! „ :1 , . v a .a '.--: I s.0.....ahrrics. .......E..„0,...Re 1 .• II otoolLt:: ;! "Tfa • -'l, ' truss -—. _ , \'• I' ' ,. ... ' / l'i I'l R 1 147 , ale ;4 ,. ,,--,--),-.'G,,tto,•,.=.,--. ,,,-,it'-',_,IDOLJJN, IT (--C..---1`,:`."--R Fr! , ,„ ; , ' r , .. 1 ' ( .9.:I,,) ,T•c":" 7. . R.-Rt.., 'RO'• I - ,, Web blocking , . i r ra / . --• Shear nailing r ' '' ,, ---atc..,RIR_,SE..0.... . Ed e nark i -_,!_.4 ra 'I " 71 i '5•`..ROCt.,',43E.F .1/., '''EP5'EC5C' '9 Rg , 7 1 I - , e EttO.e.oc,- I, Edge flaking 14 ".. .-..1 ;._ Sheathing '..1' 1 'rr , . :OF.EIE•-• .N6E., ‘s.,.''''''''''''',7t '•x'''''''' "T . I ,.., (7,14-1 2 a studs .- --.,, i -.La.' SECT. C C 1 i i Interior shearwall perpendicular to trusses Interior shearwall parallel to trusses _ . ....._._ . ....... ... i s,,..., TT.ro- Scale-3,4'e 1'9" Eli I ‹ia'ra ,III 4 V I , 4 1 . „. I. ; 0 ,./ ( 2ir muds / 0 RIANORRO COT 111114 - -- ,,I •;. < ,/ 5E ,,‘, P / Sheathing,see bEERC...,EOJLE. .„, . e....-,R5oN e...c.44..E (..?', • '1J,1 Mse dule _i i .E•.:,.SE N.:.L.TO /z,H!;I11I-.„-."..-.-14.;t.,.z--.:."1-./.,/./..;1/ 5TELiEEtE.ANERO.CC.,.OP..,..,,...5T• E r(,04'L--1r ;1 ‘v1 Edge naiig .- ' 1 40 ' : : I ,' 1 I ' 11111111111.1.1.11.11111 •IRT-Er.C.FOCr,,:if4L.E.' .,... ...... ,c,....RoR C..t.R7T . , C R.E.F.E.TO Apt...1,1EO..,..4„. '' I •TO.P.O.R.T•ol,P....t, . T • • 1 'T'T>'.il ' , • • , 1 I A.B. Garage slab Standard Detail , . ..... 11.-4 Scaler..r SO Scale 15'=1'O' pnerimie . . 11 airris. Cop ' T • 4 l •• -••',7'.' 70 studs -. h • ! , 20 rSheathing see -I,, Mudsill swirl anchor <,._':r (1..d'..1. - - E r'as' / bolts see schedule ed. , Sole plate with shear "2 , ()scathe ,Schhe89'11,ng,,'se.e. , . /—SOPSlud 'sileew4sch tecdhulem • p nailing.see schedule. .- r / - , Sole plale with Sheet -.4 i , . Deckrng nailing see schedule E r Edge nailing .. Edge nailing r:rr 1 :2) l.'. Floor lo modsal shear naifing 1 ' . 1 ' See schedule , _ , ;• I 1 . , . , , E',, r-- c7_ 2,•'' ..' .j_._,... . i-i'lq': ., r........,,, t e , 7.1 • T, .-- FL-,L,= ;,i :,,,--T-11.-,i , -;-. , , • • F--. i:,- 1 25t SNOW LOAD ®' .,'> Interior post and beam ,-, 1 . Post and beam Girders hush wah 1 1.7 qai s,..ie ,,,,r," ,... ..--- SCalo IT T l'0* ,e.). 140-77i "4 `•:.:f4 ' 11.1111111111111111111111.11111 • 0,,...j,\DA----10•N• _....,/,..,',.,\ 1245 • __ , ___ L2 .......__ .., ... . _ Annion.m.