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OTOS 14145031 254.6751 DATE: 07/12/18 PROJECT: 2376A - FOUR D CONST WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 32 ft 0 0 least horizontal dimension, b = 55 ft 0 0 V3 31 17 846 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 118 155 3045 V5 65 48 1865 0.1b = 5.5 ft V6 56 57 73 119 3753 0.4h= 12.8 ft V7 107 41 166 121 6455 min= 5.5 ft V8 53 89 1885 0 0 3' = 3ft 0 0 0.04b= 2.2 ft 0 0 max= 3 0 0 0 0 a = 5.5 ft 0 0 2a= 11 ft 0 0 0 0 roof rise, y= 6 M1 97 2260 roof run, x= 12 M2 216 3758 arctan(y/x) = 26.57 DEG M3 112 2610 M4 246 4280 A= 23.3 psf M5 136 25 3351 B = 7.3 psf M6 127 165 5830 C = 17.4 psf M7 54 79 2633 D = 6.4 psf M8 131 2279 M9 108 2516 M10 46 33 1313 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 W .,.. / Q� MASTER doeT • r _ / FULL WEIGHT • C.,) SHEAR WALL EXTEND INTERIOR SHEARWALLS le 10 ROOF SHEATHING.SEE TTP. INTERIOR ROOF DETAILS EXTEND SWEAR WALL THROUGH INTERSECTING WALL I ( •l • I fI _ .._n jit - . 2 G EXTEND Sinil WALL TUROINTERSECT WALL EXTEND SHEAR WG�L TNROJG-I !NTEREc CTIN3 WALL = f v8 I r 't �.,. !_ y ii BR. 3 I I I I I. 1 1 2376A UPPER FLOOR PLANT07 rf ROWELL onnwx oxnne sxr SCALE :V8' . 1'-0' ENGINEERING,LLC COLLECTIONSTRUCTURAL ENGINEERING 10510 SE W05575x ST9fET STE.212 F2X45031 754.6701 POPtlPNO,05. Om FA%75631 t3<-6161 0 a r. I I I I _ DECK ' V m I AliT i MY I 576736- ) E=> . 576736 ll . t4 =11�= ==11 9 FULL HEIGHT 36f'X 7 7' I ...... .... ..:._.-.-Q-.'. ...._ •,... �. w.)• �) f. 6.1.POSTS TTP.OF 151 , I ESALLDON FRAME I GREAT RM.EXTERIOR WALLS W.DBL 7x8 11 STUDS 6 Ib'O.C. u I BR. 4 NOOK II: I Iq I V i 8 GREAT RM. 0 E I• 4 li I rg Ig EXTEND SHEAR WALL THROUGH J ST6736 INTERSECTING WALL T 4 riMilliiiMMIMIIIIIII".111.1.1111 'TP I li ill • •1I ___ I i' I � I Irk G L fv ;„o DINING If ,",e i ? G EXTEND SHEAR i it I i WALL THROUG14 1I. 5 f1 N INTERSECTING Q sI 1 x1 O 1 WALL 41 I /\ El I u;e� m I :1 �a a M5 ... .....".e"e"_ I I 5767% II /c� �I STRAP TOP I Q cITJ//'TOP PLATE T I !.._ F..... ......_.-.-.EM1BT OT1ER5....-. -.___..... I�7 BLOCKING I_ 11 A II STUDS [11 II 1 E i r— lc) I o II . II i.I _ . o 0 II I i l GARAGE ti 1:4.- I 7 , I i 6$ f �r 736 ,, - `-56136 e II en1 L ,..._ iA, [ eau „. MI ,. I' - li 9 EXTEND SHEAR _ I u • DEN S. WALL THROWN IVEr Ilk INTERSECTING WALLS I 6 -. T I1 C 0 5 � 1 o EXTEND SHEAR WALL THROUGH INTERSECTING WALLS III 2376A MAIN PLOO1 PLAN en ItROWELL DRAWN 67113/16 SNA SCALE' :IfG • I'-o' ENGINEERING,LLC COLLECTION STRUCTURAL ENGINEERING 10570 SE WASNINOTON STREET STE,212 PN:15031 254.6799 PORTLAND.OR. 9706 PAxdSO31 254.6701 -1 NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr 5 1 - _I-1 '11 W ) ... ) LI )") $ o it 1.6.,bi r .1 1 Ammo I, --., , , am 1 1 \. • SHEAR WALL SCHEDULE )• • HOLDOWN SCHEDULE • I (I2x OF st....ev.,,w 4.!.CO‘ (4 OVottiOr oceto to t.o n'to,-1,,,,.o,,,,,, 7"0000000, .00 MARK 1`011/10401,i 5,ASTE,Ni,ZS 'APACIr NO TtS. APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) conc,eie i.,,, wo.iiP V-.,ar Ei,-.:V-C. Ni 11,13DEL#, ---- I .7",l' _3`..FAS it,t,,,-t-,(1),S ) )) saE FE i, , ALLOW 5 tilAtii{4,7',14ss.-- 0 PANEL NAILING —A-Ei— NOTS LOAD (3)Iftle.0.00.001 1,05 r1401.VS 12'(IL WI C:CZEI rd S'../rda‘714,,r0t1 MIM TYPE EDGEs 16a 5,7E SPACINt ! —.........-- SINKER (TO (2) lek 03 1,...."..4 0 44totoong pone.,to oo.1,,0.0nai of.040 G1e1AST52 xl (0/lid-,-.Or.,..EN '5''' 1 ',00 ooj t I N .... 260 (61 0101'4%41 F get P-..,o .040.00..00,../0.01 2 1 . 6 CTE 6"O.0 2x 28"0E1 MO 0.23,•2 x m- LaMB„STL- ''').,?'..'''',,, I ... 4, 6 Ø45a A 2"F MA P-1001 ma 00 0.50,0...th 0 2841 X ChtS11 xi Ca)fOz comm. , () Ptl,. so"L.,.2,,g, ......'... 4,700 1 Y.'4...4.1 ..A. 4"0 C 4"0 C 2X 45'O.C. ii-8 to .90...4mirea ban M10.1 .1 1.(Ii) i 1 . ,' -,s.- , 1 LIJ (?)-i .RN P-n0e-lootgootes a tott t0000-000d.px,wo noi 6us112 A 211).6.,..,,,‘‘,,,.. --....„ .r...41.can atIR 6,10 , , 1 4 72 Lurg, 1 )1 , .' (d)41005,11.505 01 0 eh,ero0 1 4_ . ..,, , '.' 00 2"Q.C. r O.C. 2X 13'0 C, sae 44) 12 it 4* 1 ° (A),,,,......,..-,.i,.00.e.,.c.,e,..,..0,0,04 de 100en CNISIxi 0?)Or',..r.'"`.. 1 til1 ' F. . Er,......,...o.o. G3X "..A f 2 0 C 2"0 5160145,1 ,. ,.., , I :.01, i '.$.^'' I_ ••2.5' 1 - (.. 22 ----f, 4. 04 ./(6 )CMS1 14 X 36), ,) got 1 CA4. [ r P... fASICst)Rr, .“. _____± ......... 1 10.1m.47.:,,u0tr 1 0' r ii,,,.. 1 (II)CNI`,1 5.1 A 6.00.A/(22) Ed ro.00'05 .00002 000 0,0 t,,,,071 0115 S4342 ( SASS! 5... ,,,,,V ,,,,,,r;, , M,..i.03 witt 6)160‘0.00.0os 4.0-0,en0 1 00'00,s A- .3"CL 3"DC DBL2X 20"00 114(4 , W.“:;-:.,Z./(22)iEd..rAt,......1,...ot..1 :- (1) [EA SIDE '..''''''''' 20.o.c., , .4 t . ..-... 02)0.61 is x trt.w,..'(.2W It..4.,,,,,,,,, ‘,..,..6....o3 at.,..n.. ..sf.r.J-8. 1 ,,,.),094-...,,V. I /.4170 *,T.,,?;24:',,„",,„„, 1 [ 'A: 1 _.... _ i .tx, 03)1. ecana t,,,0.0.0,0 1.1.STC66./(32)118 .,,,,,,s+.tocn end ..c....i.,ii.! .ts i -,,, '.-7-- r _1_,,,„,,,/,ack,,,.......0,6.05 14 —I Oa, .•.0 1 4"(..)C 2 1-OC_ 113X I6"OC C i ( )245) N. Taw ..,.4r ,..„„,,,,,, ...1.4. CO) ,.,..se up 10.0 014.,0,...0,,D,...-'s HUD-II bl.(2)Au,M.lir iky I 5 ! 4 i , N.1 1 (14)SA Oa.+.1.,t..t1..ne,0,00 00 0,000,0 Won 0 X 0WS "1 at,"14....s.1 1 fixt .v N 2 ..4'... ,.77.4.\ EAS,%..„..DE 1141 0 A 3' r 0 I ,C. 2-0 C. 1 30 1 i T3"0 C I et(4).8) 03/07/1.4. 5. f.t.)U-14 4R...1g ,...A301 Ird....11.0.,.6 , 8, , ,, 1, , ' 01 .1 , <4.I 4 till,. if 9 COI 3 ,* ani....... : • DOUSLE 2 X 4 OR(7 1 ,--'-------'-------- FRAMING • LOCATION OF HOLDOUJN 11, 1 ill 1 4141."Elr sersccrEouLE -1111w gilliwaW!:, ti.amons'i, ' :1 \ I 1.------:—' — 'Pt 1 1 —I ; TH ADED ROD ; 7 0_1 II SLEEVE NUT to 5OLT SPLICE y t 1111 ,-:P' ' MIN _MINIM NIIIIIIIIIIIIIIF.ffia-- -I ,I '' •, ' . - CSI& PROM SILL -j:. , • 4'SIMPSONt STA ---, ''' PLATE TO 2X 5LKG •4 13.,,fe ." BOLT (SEE LENGTH OF WALL . . 4 eC3-151DULE) . . . — - , 4 .4 '• 44 4• . '. '. CONCRETE C21.44):2ATION • ' , .—• ' ' ' , ' 4 . ,' A . A. . STEP OL.LJN FNID, 4 E OL C) -1 ID LUC)INI XTEN, 11 SCALE: 3/4' ,( MIN. -4/3.5 • SIMPSON `MSTA36" TI— T 7 T_\_:71 —IF; EA, SIDE, (4)-TOTAL II Iv I 2X CRIPPLE WALL OVER ,. L I J _ 1, __ HEADER,W/ i'%' SPLICE j:::: — —a JOINT W/ CONT.NAILING . HEADER (CONTINUOUS) I'-- ` CONTINUE HEADER l'1 •1'. TO BLDG. CORNER 4 Z 1'• NAIL SHEATHING TO .;I I. HEADER WI 0.148"' X 4 1'•1 ;• 21/4° F. RI-4. I'D-NAILS a Z -. I.' 3" O.G. BOTH WAYS I. ° .� GAtRAC E (OR OTHER OPEN'G) a• W 4 32O"M APASINGLE-RATEDSHEET3G 111 FHTH, 'I' FASTENED PER SHEAR W z SCHEDULE SPECIFICATIONS N 1. AND NOTES W -- D _ • _ _ -BLOCK ALL PANEL EDGES 4 •I 1 PER SHEAR SCHEDULE L .I II I. •• SPECIFICATIONS 4 NOTES III III •I II I. REBAR &O GRADE 1.1 z •1•1I / III III SEE SHEAR SCHEDULE AND DJ .I•III I��I NOTES FOR HOLDDOWN SPECS csi •I IL I• •• PANEL WIDTH. I L / I• *3 TIES )( I \ \ 11 11 II II II (6 Dl cl}lt_ -- t=11=D II II e0 II H II II II t'a O .0) *3 TIES II II uII fE • 10° O.C. li II I 03 :4 PLAN VIEW OF (3)05 IiII II STEM WALL EACH SIDE �I II II �4" CONC. SLAB --1I----Iri _ II II II II II II H II II d#— — I----li= - II II II MIN. 125x12" CONT. •5 REBAR W/ 24" HOOK FOOTING a GARAGE TOP 4 BOTTOM a CORNERS DOOR W/ (4) *4 CONT. 0 NARROW 6HEAR PANEL NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 r/ 3(1) YrELL QIRAUJN - JX. CIVIL.- STRUCTURAL ENGINEERS DATE- 02 _23-H 10570 SE WASHINGTON ST. STE 212 PH. 15031 254-6292 /tet PORTLAND, OR. 97216 FAX 1503) 254-6761 • EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON W.D. LARGEST OF TWE (2) W.D STRAPS 6 CORNER ii i.- i iii i All Ai V LARGEST OF TWE (2) (2)(2) 2X OR LARGER / W.D'S a CORNER I�'� (DEPENDING ON N.D-) s FOUNDATION .0 e UPPER FLOOR 1 C01'511\ 1D O=1DOWN GOtR1\1=- R SCALE: 3/4" = 1'-0" SND :;IfRAUJINC NOT TO SCALE CNONMCELL CN�]C��C�]CNCNG3�[�1C� pfRAUJN PY- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 C.,- DATE: 07/12/18 PROJECT: 2376A - FOUR D CONST ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2015 IBC BY: SNA WIND SPEED: 120 Adjustment Factor for Building Height A= 1.02 EXPOSURE: B Increase 110/B wind loads by 1.19 SEISMIC CAT: D to obtain 120/B bps- 0.712 F*SDS=J 0.85 R: 6.5 snow load = 30 F: 1.2 mean roof height, h = 32 ft A upper: 2427 A main: 2459 V=FSDsWoL/R eq 12.14-11 A lower: 0 ASD Load Combination =V/1.4 wog IBC ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-21 ROOF/CEILING 15 2427 36405 4785 3418 EXT. WALLS 12 11 216 14105 1854 1324 INT. WALLS 8 11 150 6530 858 613 BRICK 40 0 0 0 0 TOTAL 57040 7498 5355 MAIN FLOOR ROOF/CEILING 15 971 14565 1915 1368 FLOOR 10 1488 14880 1956 1397 EXT. WALLS 12 10 220 13728 1804 1289 INT. WALLS 8 10 180 7488 984 703 WALLS ABOVE 20635 2712 1937 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 71296 9372 6694 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 21216 2789 1992 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 21216 2789 1992 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (plf) Floor to Floor Holdown Floor to Foundation Holdown 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 7855 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 DATE: 07/12/18 PROJECT: 2376A - FOUR D CONST WALLS DIAPH. LOAD WALL SQ, FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0' V3 3.7 3.7 7.4 9.0` V4 4.6 12.0 16.6 9.0 V5 2.7 4.6 3.3 10.6 9.0 V6 12.6 8.0 20.6+ 9.0 V7 19.0 3.8 3.6 26.4 20.3 V8 11.2 11.2 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 92.8 M1 6.0 6.0 12.0 M2 9.0 - 9.0 10.0 M3 2.0 4.4 6.4 10.0 M4 22.0 12.0 34.0 10.0 M5 2.8 7.0 4.3 14.1 10.0 M6 18.4 19.6 38.0 10.0 M7 3.6 3.6 3.5 3.5 14.2 10.0 M8 11.0 11.0 10.0 M9 0.0 10.0 M10 3.0 3.0 6.0 12.0 0.0 0.0 0.0 0.0 0.0 0.0 138.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 --Cl- DATE: 7/12/18 PROJECT: 2376A - FOUR D CONST WIND 110/B 120/13 SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/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 V3 846 846 642 7.4 114 87 V4 3045 3045 2310 16.6 183' 139 V5 1865 1865 1415 10.6 176 133 V6 ' 3753 3753 2847 20.6 182 138 V7 6455 6455 4897 26.4 245 186 V8 1885 1885 1430 11.2 168 128 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 D_ 0 0,0 0, 0_ 0 0 0 0 0.0. 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 17849 M1 2260 2260 1715 6.0 377 286 M2 3758 3758 2851 9.0 418 317 M3 2610 846 3456 2622 6.4 540 410 M4 4280' 3045 7326 5558 34.0 215 163 M5 ' 3351 1865 5216 3957 14.1 370 281 M6 5830 3753 9583 7270 38.0 252 191 M7 2633 3228 5860 4446 14.2 413 313 M8 2279 1885 4164 3159 11.0 379 287 M9 2516 2516 1909 0.0 0 0 M10 1313 1313 996 6.0 219 166 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 45453 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0+ 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 - --u- - - • DATE: 07/12/18 PROJECT: 2376A - FOUR D CONST 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 5355 0% 0 0 0 0 1.00 0 0 5355 0% 0 0 0 0 1.00 0 V3 X 5355 283 12% 624 0 624 84 1.00 1.00 84 V4 X 5355 930 38% 2052 0 2052 124 1.00 1.00 124 V5 X 5355 806 33% 1779 0 1779 168 1.00 1.00 168 V6 X 5355 1152 47% 2542 0 2542 123 1.00 1.00 123 V7 X 5355 1275 53% 2813 0 2813 107 1.00 1.00 107 V8 X ' 5355 407 17% 898 0 898 80 1.00 1.00 80 0 5355 0% 0 0 0 0 1.00 0 0 5355 0% 0 0 0 0' 1.00 0 0 5355 0% 0 0 0 0 1.00 0 0 5355 0% 0 0 0 0 1.00 0 0 5355 0%' 0 0 0 0 1.00 0 0 5355' 0% 0 0 0 0 1.00 0' 0 5355 0% 0' 0 0 0 1.00 0 0 5355 0% 0 0 0 0 1.00 0 200% 0 10709 M1 X 6694 157 6% 427 0 427 71 1.00 1.00 71 M2 X 6694 1080 44% 2940 0 2940 327 1.00' 1.00 327 M3 X 6694 450 18% 1225 0 1027 2252 352 1.00 1.00 352 M4 + X• 6694 954 39% 2597 0 2052 4649 137 1.00 1.00 137 M5 X 6694 515 21% 1402 0 1779 3180 226 1.00' 1.00 226 M6 X 6694' 934 38% 2543 0 2542 5085 134 1.00 1.00' 134 M7 X 6694 287 12% 781 0 1407 2188 154 1.00 1.00 154 M8 X• 6694 152 6% 414 0 898 1312 119 1.00 1.00 119 M9 ' X• 6694 148 6% 403 0 403 0 1.00 1.00 0 M10 X 6694 239 10% 651 0 651 108 1.00' 1.00 108 0 6694 0% 0 0 0 0 1.00 0 0 6694 0% 0 0 0 0 1.00 0 0 6694 0% 0 0' 0 0 1.00 0 0 6694 0% 0 0 0 0 1.00 0 0 6694 0% 0 0 0 0 1.00 0 0 6694 0% 0 0 0 0 1.00 0 200% 23087 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 1 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0' 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0 1992 0% 0 0 0 0 1.00 0 0% 0 - -'J- DATE: 07/12/18 PROJECT: 2376A - FOUR D CONST WALL SUMMARY 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 pit. 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 O ORO V3 87 1.22 103 X 103 781 S S 0 OR 0 2x V4 139 1.00 124 X 139 1253 S S 1 OR 6 2x V5 133 1.67 280 X 280 1510 A S 2 OR 6 2x V6 138 1.00 123 X 138 1244 S S 1 OR 6 2x V7 186 1.75 186 X 186 3766 S S 3 OR 7 2x V8 128 1.00 80 X 128 1149 S S 1 OR 6 2x 0 0 1.00 0 0 0 O ORO 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 0OR0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 OORO 1 M1 286 1.00 71 X 286 3429 A A 2 OR 7 2x M2 317 1.00 327 X 327 3267 A A 2 OR 7 2x M3 410 1.75 616 X 616 4097 C B 3 OR 7 2x M4 163 1.00 137 X 163 1635 S S 2 OR 6 2x M5 281 1.75 395 X 395 2807 B A 2 OR 7 2x M6 191 1.00 134 X ' 191 1913 S S 2 OR 6 2x M7 313 1.43 220 X 313 3131 A A 2 OR 7 2x M8 287 1.00 119 X 287 2872 A A 2 OR 7 2x M9 0 1.00 0 0 0 O OR O M10 166 1.75 190 X 190 1992 S S 2 OR 6 2x 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 OORO 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 OORO 0 0 1.00 0 0 0 O OR O 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 O OR O 0 0 1.00 0 0 0 OORO 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 O OR O 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 O OR O 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 WINO•SEISMIC Ep,O PRprfS E IS ' • SHEAR WALL SCHEDULE • (1)2XOF 1.04. • HOLDOWN SCHEDULE • ANALYSIS wty oGINE4i �U 11 (2)Ana l )5 )-NI /m T m,Mm MARK SIMPSON FASTENERS CAPACITY RCAELL MOVES APA RATED PLYWOOD OR ORIENTED STRAND BOARD(1) eta I S to BP).5.-6 or BPS (9) MODELS LBS NOTES MPH: 120 r J D R R BPs/ o P.N..ma.....omen Nd canned e H,.m (LES.) EXP.• B !�OREGON �l R R PANEL FASTERDWI ISINNO SOLER SILL PLATE ALLOW A holdown r , I/r a/.np Nh ZIP. CAT.,D4 ' 7'T 4s W t` MARK TNIoauEas •PANEL NAILING AB NOTES LOAD (3)Inln ediale studs naiad 0 Ix OC. `E'er, rev .; -/Ise e s .4 O 22,t �`r w Z W EOWS 160 Inc TlPE SINKER ( �(a) "c ()tram 9 o dp 9 0 1 b J water, G(:35712 IT)tad ;e„n T. - OQ BDN en yw for.e+lrem QA.I 0 T.ti n x.276' {i7 ot3 9 3Y2 r mos I 36"L g wad, ma I wZ:t, b 6'GC. S"oc. 2X 4W 0.0 5Ip NP + 1 CMSTtx 1 )See E)CP °.:CEC.]T.x@IE (,E(Wr.s+r.P-nse 260 o:tJ�I - 3K tim ,n r xX ,a' 1B"Lon w.•,rym.�e3.<ao ra.m1352' 1 w sq d b e Pell. //� 9 .In) OZdA36i ♦ (6) i`6' %] f RN 0330 a.Xl'bnot 20er,ump edBa% ©665Lon% ^337,61 ewmanra Aaan ♦e 3A' A"O:e. <'p.C. 2% 16"O.C: 8eveI1 ellen n.a1.TM as 1.11664V e, 9divenned bee actLLJ p)-r,9r P-noI-a<s a•e,<e a wn ren aru G e45nx t ) �O € se «c 14ng el ncn.nd. 1.21b h u f Tfi 3— (6)4M:mum 1%0 peel B re.end. AIM D. r.aa" YD:a. 3-CC. 20 263 SC. a(<) ,3emF '351" r,11.P nut 1 Z {97to e«n hada.•.o«a me el.ern w •an A.reams n / OMSTax D 6d 1•216 0SOO S to vorn.d bl2K stutl. Wa.19 0.1 be ells.non. 90"long . m awe 8 P»u .a<«n call- ww.nN S) I-. prw O( a.2X' 2'O.C. x'O.C, xX xx'O.C. sae(4) ♦ Da)CYST %36% /(e) STMDt1RJ (J9)lad<;nene. LAOS 710 L J 4451 37 /(a)6 . t e•.h ma. Wei' J - t < STde /I ) 8 ,ma• e Sia' In)505/1 X 60% 122)tea lak ado end NITS 100)Md ..am 501p 0/11. z ♦r 24' 3'O.C. 3 O.C. DBL x%20'O.C. m(1 Myo B /(6) 6 e O h d. � �` •A)]p i O .( ), • ) MSTCS2•/(22)16d a d. (4,WOE r.ea.v-St 30 3O'O.C. •+ k (21•7 wsx• u` Te» .a I) O II �y a (12)WST 1e TT%w/(29) 6 e.ne tet•and sG HDU-1) r 1 _bi v5T60 w/(3l),6e cpm '1� vb, e aa. l..ie ben. J :{0 MSiG66 wJ(3x)160 sinkers eecn me.or m p.n. 1•r <•3K 7"O.C; 2.5"O.C. 3% I6'QC. see t�np s�v7 ws k a 2X' /J 1780 J»]6 yr / O EA..SIDE r". (1),18j NOL7 tt p //// (11)3%plate rryu.ed where sFpwn q+leuntld,:en or. �U +.N. r e 31 roc roc 30 13'as gee 1518 IMl % WS' w 8 • A —` ---D----1:1 -11,====.1,;;;x s®_ '.: TSiO Ea.SDE r.e».r_Nat (<)de) HOU-14 4w,.•B•eMa.e I ae<P I. I i p n/t./m ..;.1•.n.,<s>WI. 1 MI •FRAMING CLIP SPACING SCHEDULE O.C.• GENERAL NOTES LEGEND . PLEASE NOTE: •(1)NI fasteners expand to APPROX NOL00wN LOCATIONS Mf-15TE1`� 1TPF,HISBA COMMONXy3yS LONG NA1l5. weather.Moll be g•Iwnl2ed. =SHEAR WALL LOCATION. THE TOP OF EACH SHEAR WALL MUST BE )� in h 1560.L50:10d COMMON X}'LONG NAlts. II 'N.f J (2)Al)e,le.ipr wane shall be nam CONNECTED TO THE ROOF SHEATHING OR FRAMING CUP OPTIONS to 15'snearw00 requirements as ®DETAIL REFERENCE TAG FLOOR SHEATHING. THE BOTTOM OF EACH sL_ re. SHEAR WALL LTP4. A35 1550 L5O a mnmum. 3%[3D SILL PLATE REQUIRED SHEAR WALL MUST BE CONNECTED TO THE —' FULL HEIGHT aft' x0" xr 30' (3)Sheathing on 9neprwaII snbll BylXUBI.2%SILL PLATE RESUMED FLOOR SHEATHING OR FOUNDATION. SEE s SHEArz WALL of x interrupted by any wall E TYPICAL CONNECTION DETAILS FOR butting into ne n. (—).SPEAR WALL LINE APPROPRIATE CONNECTION. a /.nom 14'' 15' 20' 15' EXTEND INTERIOR SH.SEE TTL. 0 (4)B nd 1 fy tall/AMP {}LOAD FROM ABOVE TO ROCf SHEATHING.DETAILS TTP. requirements 1 ll hardware INTERIOR ROOF DETAILS H' 8' it' 8' nectwns per 00501 eturer. 1E1 DOUBLE 21•6 UNA ( r ] ! , 55" 6" 8' 6" (5)All floor systemAmber to be r EXTEND SNEAK X1/1✓ WALL THROUGH 0 >1011101. Metalled with m lmum moisture 5 INTER6EOTMG 10' 11' 14' 10 tent of 16X o• WALL G-' (6)All hard Sr fasteners in p 8" B' II B' o nl s with l,T W Mer shalt be J 9� stainless steel,2 aXar hat dip I I / Ire 6.5" ]' g' g' galvanized. J I �6 (7)NOP mom I /• • 8tl n 0.1311•x.5 � 16d common=0548x3 !" �' /� J.L. 4Q> 16d sinker:0,148,3.15 16d common w 0.162,3.5 I / � - -7 / T7 =)//-.../•., -u-1 / . 2T� EXTEND SHEAR ; WALLH INTERSECT!RSECT!EGTI WALL EXTEND SHEAR ii / L. WALLSECWH I, INTERSECTING pienemoll / • VB Sd♦4'MC.INTO /// WALL 7ROOFOUTLSHEATHING —) Sd+4'OL.INTO RODE SHEATHING � �/ � ' 5 l 7X BLK'G / PER SCHEDULE t 1 ROOF SHEATHING I��i�� ; I u PER PLAN l�ii r O I t O '`' TRU55 PER PLAN EDGE NAIL I' t♦Xa FLAT OUTLOCKER i I'r"•/"p PER SCHEDULE ]4.O.C. r�► EDGE NAIL NI OR H75T COM9INED NOTCH GABLE ENO TRUSS 7 a PER SCNEpULE WITH 4 CLIP AT BLOCKING WALLSHEATHING PER MAMlFACTURE ANP E.R. 3 PER FRAMING CLIP PER.SCHEDULE NAIL OUTLOOKER TO TRISS WALL SHEATHING WITH(2)16d. i ' I' PER SCHEDULE 2X STUD WALL GABLE ENO TRUSS j \SIc TRUSS AT EAVE OUTLOOKER DETAIL ^fl ( \\ - T4'.i'-0' SCALE S/4" . I'-O" \ Fes♦*-t ILP...:, < .4(1k--- NAIL ROOF SHEATHING I Owit TO BEVELED BLKG WI ti-[.. 0 Sd+A'OG. y 1�iCe BEVELED BLK'G Ode 4'OL. ROCP SHEATHING 0 T ' 1$R PLAN ▪/ -e e --TTd)56 TOP CHORD ---- a IIIT. II 2$#SNOW LOAD �/ C" ,1 �( 5HEa7HING 70 1 r1•X STUD WALL I I t I3X EACH SIDE OF TR755l=� JMATCH WALLfPER 9PEC5 OFI iu u uWA WEB BLK'G BETWEEN _"111iiiBELOW �' WALL BELOW) __J L__ a !''I �!__ 41, LTP4 PER SCHEDULE I I lig' N m SHEAR WALL SHEATHING FF BETWEEN TOP WALL SHEAR NAILINi m AND EDGE WL BELOW TO AND UPPER WALL MATCH tUALL W Ni I ' PER SCHEDULE n SHEAR NAILING 70 MATCH -Ii! O111C011111111•0111111111M MEM MI O < EDGE NAILS TRUSS 0 i r.4: Ir/111.11111111.11M01111111MIIMIIII TRUS5 BOTTOM CHORD issrlee PER MAN 7X STUD SHEAR WALL SCHEDULE STUD WWALLUPPER' FLOOR PLAN4 e PER 6CHED PER PLAN SI/EAT/40G +V{' • I'-0' SECTION PER SCHEDULE 2376A INTERIOR SI-TEAR WALL TO ROOF INTERIOR SHEAR WALL EXTENSION Li PERPENDIG)LAR ROOF TRUSSES AS'•1,0" PARALLEL TO ROOF TRUSSES (//,\''yT�}7��^���j lY Ud ceeerAGHT Q 2013 ROLL H CTK+EBWOG Imminimmir .. am 'A , , SHEATHNG SHEATHING n1m1 J H Y-'R�- R PER SCHEDULE • PER SCHEDULE ? 7X STUDS PX STUDS I PER PLAN PER PLAN 0 W:e SOLE PLATE SOLE PLATE —W SWEAR NAILING SHEAR NAILING i E PER SCHEDULE PER SCHEDULE IX d • SHEATHS* SHEATHIN9 W' EDGE NAIL EDGE NAIL • ///--- la r. IPERPLANa / PER PLAN PER SCHEDULE PER SCHEDULE / J _ Q' 2'MAX iY • i 4 MIN 2'MA 81 >< F4'MN RIM SHEATHING 1 RIM 111 ,1 SHEATHNG I� Ce w I i w BREAK BREAK WEB FLOOR JOIST STIFFENERS S •S / 7'MAX I<i►= PER PLAN ',MAX •__� alga r r. N' EDGE NAIL BLICO+48"Ot, EDGE NAIL 'I.- FLOOR JOIST P g PER SCHEDULE NAIL DIAPHRAGM PER SCHEDULE PER PLAN illila TO OLK'O WI ERR SHEATHING 3'OL. .SHEATHING.. PER SCHEDULE PER SCHEDULE 2X ETUDE 2W ETUDE 0 PER PLAN PER PLAN Y L I DECK 0 I /Mk m 1 FLOOR JOIST TF'ARALLEL FLOOR JOIST F3ERF. 1 o .7'15 8T6236 ri7 1111_{i '`te l V V% FULL HEIGHT 31E'X LIN' 7.....,�,.. �.. --.. I-� GL.POSTS TTP.OF t5J pp I I L•F I BALLOON FRAME GREAT RM.EXTERIOR 1 WALLS W DBT.3X8 I SHEATHING 2x STUDS SHE ATHNG 1 _ STUDS•G.00. PER SCHEDULE PER PLAN PER SCHEDULE _ TX STUDScf R _ i O P SG.E PLATE SOLE PLA' 1I��"' PER PLAN 'SIR. ( STRAP PER SWEAR NAILING SHEAR NAILING _--_ tin NOOK I• PLAN PER SCHEDULE PER SCHEDULE t \/ I I SHEATHING SHEATHING en EDGE NAIL r EDGE NAIL ///""" •B I C RE AT Ri�. I PER SCHEDULE�-�' J PER PLAN PER SCHEDULE-. u!ii-1 PER PLAN i ! si Ii lTel� U 0a _ 2, 2'MAk-T- FLOOR JOIST , ,-„ PER PLAN • ►�i IG I [ P� CC y `l EDGE NAIL 2X BLK'4• EDGE NAIL I�i I PER SCHEDULE 45'00,NAIL PER SCHEDULE FLOOR JOIST )))i re I.4 //('''EXTEND SHEAR DIAPHRAGM PER PLAN 04 r I I / INTERSECTING SHEATHING TO?ILK*W/ SHEATHING F�-+ o,ini JJJ 8d•S.OL. PER SCHEDULE J STN236 WALL PER SCHEDULE - 1 T I 2X STUDS ETUDE PER PLAN PER PLAN 1111111111111111 1.11111.... � G Im4wN •o INA 0 TTP. .yam CONTINUOUS MULTI FLOOR CONTINUOUS MULTI ® INTERIOR SHEAR WALL INTERIOR SHEAR WALL tl I PARALLEL FLOOR JOI515 • PERPENDICULAR FLOOR JOISTS :I If it •• �nJ 01 I " i L- II op DINING 1 'wS0 ' La i ? 'n L o EXTEND SHEAR H I lWALL THROUGH INTERSECTING = 0 1 Ille w soLE /D II n WALL + g.:- 111m I %•IID _I ll .z1I AA HI_, �� - --MM.H735 Cray) A J■ M8 J. I !S!iSI jCtGLR�1G_"' bIYPSON 115TA3S' V 876236 III J.4\ 1 STRAP TOP PLATE TO I 7... lifloll 2X CRIPPLE DE.(AT'OVER �1 11 _. TOP PLATE W1G516 -I 1 � �. i HEADER WI Hy'SPL ICE I ill T STRAP.NAIL TO AF 1 1 I y,E iNti TEO fiS ��,``.�saa'' ..wel-,' --•JOINT W/CONT.Ne1LItG Q 0 __BEAM BTOOTIERb, ly — 'F7r BLOCK NG INBET EEN I I 8 EEVE u. HEADER, 1 1 I STUDS -' y O ,..� 1IDOLT ER10E HEADER1 E I.L .'-1 '�i �ii Iff44111111161111 rcoNTNuou,II n '1 — M \ li Carp- I D O II, I, 1 II-^^SIMF'SON STAB S� \ 1CONTMJE HEADER I{ if X ' I i e<R SCHEDULE!; E ��1� NAW BHEA Oi01 ' .......:..... 0 y G-ARAGE ,. T6 { HEADER u1 URII X rr i� i I {�•- -- ,,.•F.RH NAtl6• /�� D _-- s-----<c---i cwt 42ETE FPw Tori J 3'OG.BOTH WATS ( ]c 3[ n F236� 676736 ° j G.-ARAE 'Y HOLDOWN ERTEN. Ili 11 y I (OR OTHER OPENS) I I < H! 1- I'•0' H6-EX fEN • IJl I L ®. SCALE, 3/4' I IS/!)'APA-RATED 9HiM'G TJ ��FASTENEDS SPECIFICATIONS a c S f SpED1A of STPER AR 11 I, \ - .• W 1St NOTES =O TTTWWW .._.........:.. rt._ v _ 1•_111. _ l.' { PER SHEAR 5CNEOLILE OT q \ 1111 BLOCK ALL PANEL EWES v o //��G,'�''$� LJ 7 SPEGIFICATIMi I NOTES C / '\T/ F�T RE,AR 60 GRADE "�0 o AM ExTEND SHEAR / \ D}= 'x' 6 AND v®< ® WALL THROYH / SHEATHING LARGEST OF THE n NOTES FOR HOSEE SWEAR S LOD E SPECS WEND 51-TINGAR_// f2)HD.STRAPS .r < WALLSex/ A� PER SCHEDULE �/��-•CORNER / PANEL WIDTH 4 r T •�_' �y (2J 2W OR LARGER I�lf 11__ 1)11 TIES r� ~ •_ •: ..:.: _ r+i+ 1-+ L5#SNOW LOAD [J'-' 'F 'i ® DEPENDS*O Ei ON I .EDGE NAIL EDGE NAIL I„ PER SCHEDULE 'N N /L I I �'' u u LL u T '� i PER SCHEDULE /~� Ali-' 1TH =x IQ_____O_-___Or -"r moi n m 1k WALL STUD '3 TIES H LI 11 U U i' '- n SHEATHING. •IO'oc. II II M1 PLAN VIEW OF PER SCHEDULE ro,s • i---II STEM WALL .°�•' EAOH SIDE II II ; • AT UPPER FLOOR �4'CONC.b EMEND SWEAR SHEATHIW EDGE NAIL II _c.II. II 00 WALL THROISH PER.SCHEDULE II II H INTERSECTING PER SCHEDULE 8 I _E___E___ EH H a WALLS IV TX OR LARGER 1'I,If LARGEST OF THE MN.O••O'CENT. A m 4 MAINDEPENDING ON HD. 'I�� 5 REBAR W E4'HOOK FOOTING 4 GARAGE D_ B LI L O O PLAN N EDGE NAIL �I!, T2JHD.S.GOTdER TOP I BOTTOM•CORNERS DOOR W,14J••.COM. IMIONIIMENIEN SCALE:1/4' ..I•-0• PER SCHEDULE :x WALL STUD __ N SHEAR PANEL 2376A SHEATHING SCALE NO SCALE (REDUCES PANEL NGT! w.sxaa PER SCHEDULE----- AT FOUNDATION L2 OCOT"t8INED RID. 6 CORNER 120B 91 COPYRIGHT (El eon ROWEL.EIWI'EEITDG IIIIIMIIIIIIIIIINF Jam?iI COLD-r4 PER NOLDCUN PER 2x STUDSC>L 11 SCHEDULE: SCHEDULE PER PLAN 1.W Z Z SHEATHING E SILL PLATE PER SHEATHING SILL PLATE PER ./�' la PER 6CHFDW:E 1 SCHEDULE PER SCHEDULE SCHEDULE {}1y\)W W`" \/ Z J" EDGE NAIL EDGE NAIL zH C PER SCHEDULE—+-_�� SLAB PER PER SCHEDULE----�,_ _� SLAB PER z E PLAN PLAN I. 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