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/frcSr?-olte - 00 ST /A 7/ 4A/ke,q7c ,re R OW E L L 10570 SE Washington St Suite 212 It ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 l 7 LATERAL ANALYSIS • April 7, 2016 Mascord Plan: 1247A - Windwood Homes, Inc Olson Woods, Lot 4 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 Rowell EngineeringZT , �����FF, � Project Number: 'r 58387" T*7/ 160119 /hi F O . / /7 0 •22,1� �`' do T. Ao*it afiLr ;: C:.�i�(GD 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. 1. Page 1 ' I i 1 ! D . . 4.� ® i 53 i i _.._ _ . `."`l Y i I I 1.:::1T.7:-4-'-:_41....'''-' ,' { r1 f I: jI a ��- I - I. IC ii, MlIlikb M2 If1.247A <oN-r E E / TION U ROWELL �t_E l;e / i / III ENGINEERING,LLC CCL 1 C( ' ! C h s'' �c xua a >vCir.�rt nick; 19570 5[WSS*H016H SOHICI St! 22 Po U23:754 2222 POP I',AND OP 5?2I6 I OA 1503'#5<.23, ,.. Page 2 4, , 1 i 1 .. , i 1 , ... .......- . „ .,,„,... ..._-- -..., , ......... ....-- ..... - 4.1 ...„ . ..- . s ill .. ... M . ..._ _ .. ______. ___......___ .. .. _____ ...__.: , . , ..,-FT--- • i , m a ; , 1 , h... „It It 1, , t;-. ,. 10\ I'd i ,, 11 /zir 1, 1 1 I 1 1 1 ,, .o z . . \ i I i..-- ]. I------11 ......_.. ..„.; .1,..:-..2'1'111 - . --,. ' I . —t _— -If I ' 1 , '-'-• ' - , , . . I ,. . i M3 lik M4 i 1 , 1 1 .._ .. 1247A R'lai-:1- EL...E '',/.47118 0\ Es ROWELL .... .... _ . ..... S.f..". ...L.E 1,8' • '-8,1 al"r-eti-OeENGINEERING,LLC C„,, ,, ..._ - 0510 01 0050.40¼SrAFE.STE 20 IN.,,,,i?24 0142 • Page 3 _- ,, -- . --- .,. 1 II , L-,—,______. 'l' ‘ 'II / II' -• ---; j ;I , 1 4 .,,, .,. 3 __,Ill 1 . , 1, • :; • 1 , _ _ _ • . .. . .._ _ --- ,' • • • ' I i 1 1 1 I 1 ; Ill 1247A .„?...L...._.=.----,L, E L..E''./4, 710N eiti ROWELL . , - --;,. / it ENGINEERING,LLC S',=;..;Clk,..,,,,, $',..i SAO Orr 9 iy.r, r As7.,,it$76 .... , —; Page 4 I , , ir ,r...,,........., . , , 1 i 1 I 1 i 1 '- tttt-Itt*--tt", t - I I , . . , I . . , t 1 1. 1 . I t I , i , .... .....„._„.. , , ',' ' ....„ , -1! •••,.., ,' ,•- ii, _ - ••• I 1 ',--•/ , . — , „, • i •, .., , ,•,-..„,-,, -•,• , ik 1 '• -- _ '11,:.--"..•Tj: - ,...• . i. . i • .., -i)•,,-,4 7; -1" ' .1' .). ' . . . r , ' I I i 1247A ,,--- r.....,-. I(.-",,, I\,.....)' L E 7 — V - N an IM a R ROWELL ,, St.--.‘,....E. ,,e . i-1.-„• it..4("4:511-0(.„-- ENGINEERING,LLC c ,,,,,St,.;,t,g,t,,,,,C • Page 5 DATE: 04/07116 PROJECT: 1247A - Windwood Homes, Inc WIND LOADS LOAD AREAS t-ROM CAD ' LINE A B C D LOAD mean roof height, h= 15 ft 0 0 least horizontal dimension, b = 50 `ft 0 0 0 0 a=min(0.1b, 0.4h)>= max(3', 0.04b) 0 0 0 0 0,1b = 5 ft 0 0 0.4h = 6ft 0 0 min = 5 ft 0 0 0 0 3'= 3 ft 0 0 0,04b = 2 ft 0 0 max = 3 0 0 0 0 a = 5ft 0 0 2a= 10ft 0 0 0 0 root rise,y= 4 Ml 39 1/ 91 1bb 343b root run, x = CM2 39 17 97 156 3438 12 M3 39 17` 105 154 3568 arctan(y/x)= 18.43 DEG M4 39 17 84 120 3067 A = 25.8 psf 0 0 0 0 B =� psf C =EMI psf 0 0 D= 4.1 psf 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 O 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,_ 0 Pag , 7 1--1/LS'ri-R. i IIIlli 1 , LL.-. 1 t'l 5,5Z, 2 0,-TOOR -,VING 7)1k:ING J. ilb , e> • ' I I 1 . I 1 I 1 1 1 I LI i ,t 1 _ - 1 -.„.0 r , ,.. R. a 1 1 , - I 1 .....i : } I- 1.1 i rini.."1.111111.1.11"m".11. 4 I , I i ,OF--P;c4---fa .1 I ii 4) I - . ...,..= I ..,_..ti ‘,..., ti...2. (41k, i I 1 1 1247A _\ 14I\ F7: -.00PL-4..N BIN Ma .S.C.,,_E / / I"' RROWELL ENGINEERING,LLC CLL . :1_ 7 CN ...5".,St 5...“,.....,,,../..f.1.., ,.O. N. ,,.J.,4..C.,i -- 11111==.1111111111111111I 49.44 DJ , ! r, CD 0) [ ,...h \ •:7, I _ 1 , • SHEAR WALL SCHEDULE • (, 2X i.:;i1; ,...as 0.,.. * HOLDOWN SCHEDULE • - \--0 miimmilimuimElificiox(0. IcAAc(-. (2) Areeeear. teoieee 4,0 4 V, L-94449.4„4,4 4, 94 M,',,,R,< 1,,,i1A114,5;4;ON IT AGIENEGS NOTTL, I APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) : ,-• E - r concrete Secure wee AG'54,;;3 03 GL,,,,,W...3 1 4 049 6,4—Li 4444.4499.e.e. te:,1,1,:e.e.e. eele ce, weeeeece A , NC, ie0eeee,ter, , 1 FAGGLNOLG(1),(S),G61),(?) . 5,344E,eS 'in— OLA TT, i ALLOW ,; ' „..3.-21 TGicown if30, oL,ToGILL,Goox.g ; (1). ,terfreileA..0,iete.,.,".0,..3 ,f.4 2-.C.,C `....e., ! /16a 44 4-44,4 C i IT"'C'"ELSLISII 1.y4LE '',0P,,,,tEN,L14 ,1.6Ti ; I.3424 i SPAC,NC.; i 1 Wir,V ;(.4) 1,444449 44:;VI 9494 449.4144-4 19 144 94 115,,,,i cd; *,,t, oms512 A oo 1AL 3,4,3,03 1 , GT,A,,,44333 3034,3 0 .4,444444,9 Slag,cLec i . ; ATA! C,..;. 0,13,54 4 2".c L fiti ,.,::enoy,,,,eeeke,eete A:tre ^. li.A1'.;;1" ., ;:f.) iu,.eeeee'e.n 1.1 0.e... Ce ei.e., 1 2x ;49 ,t_., ...C4.) ,' '31,11-0 x 2,;;;i" comma,r...., , 01'303 0 1.4.7,-,. ,,,. , ., P0,...0,14 27 : , .,,,,,.ee,eLeee,,,,,, Re,P-1..e... t0,9,0,240<10 444,09 00.4 .,.. ; 2e-ee i I 3"COrornon oro or 12H h r el,,, ,e.e , eeere'eeel • 1-1_11 __I I ` ./', GO" Jr 3.3x no-, ! 150 ,,,,,,,,,,os, -., 00 I 4" .r .,,; 23 ',T.:: O.C.i .'15?) '4 1 13,,,,, 1 ; R,-. PeNeiet I . , I . --,, --e , . ..n, w I{7); -'; R'-' P n'.- le';'''''''''' ''''''''' '''''''''''' ';''': ,..,\/ „. 'C,1/421 ;;;;,:;) ...°:."::'.; 6.21,2 / ....... 1 oi, 9,4,33 400,33,- I ,a,' o, ' 4 4 Th I 2 '2'-. 1) 24 2X . 3 '' "'ee 4) h--".8 0 'P.N h..... N /ALL;;C44412 4 1L'III I"4 11I'''"44; ,p.e , to 4444 4.104.4914 24 444,94. ee! eetee e. .,e: Le e,eje reei,e." "5I/III ' 1 I ...!..... ...... ,,, 0,P0 , r .„.,,/51 149 44,444444 4944 444142 4 HD1 4x55 .,53,LA 33 xx-. I4.491b9 .. 01 491 ,,,4 2944 I 2- '=•-C . 2'. 0-C, I 3X I 22' 0 `.4) : ,,I2 • ' .2 m-2f'.57' .,x>6.0;, A:4 (4944444444,44 944494 4449 44,4, 67; ; II'LL442II I 43 ao P-h, 1 . ; '61'6 I ,,,sic..,44,94144 11394 5i,,, et1.5i5 4441 i , I ILL,4La..,pleet ei.er ee. (,J')! : I : e,ere reke-e,fe. ; 1 i .(1'0 C'e,`,e, ,4 e,T3,35 A3122; o3o coLox,33 , Lx.3.33.94.9 4444 49:;-- , 91,... 4, ,,,.. 49 ; 4,,L.4 .,..);16);'6, Cr''r A 4.... ..11 004 ,, .i.. 1./ ; , ,2, i !,''' 0.,'.‘,. I 3" 0.c, 108,... 2% 24' 0.C. ,,,, .,4) 1 1480 Ws 7C52• ,( ,6,,..,,,,,,,P,,, ,ne. 20-J.C. I IW I ILA. ODE I ' P-''''''' i. ,'2)ee6e,S 24, ,2 ., ,i ,,,, c.on.,..,o,, , ..,,,,., ,3 . _7.!1'0, G5„ x AT;Too:Li";. 34; 427, ,Z,.',45)),,;,.1,:,7AKI,,:c. 1 Nt1120 riG(23) 16,) _4444444 49449 4444 4.&4; L._ ,,,,,....;,P20,tk 6' . NST.5.6.4,4/(32) 441 4444,9 444,4 44444 -'—‘4• '"`III I 4141 ,L 2,', /* 10.C ; 2'5.."..' 0,, 3'.4 I je," 0 f....., ;.,,..) ! 1 2.Ak..1 '-;.:; '.0" '"''''Ad ;3,, 21,3'771'.,. , ,r; ; '1-7' 1•,6 ; . (4).(P.; 0/ ... i ; ')3';' I 06 4444 44414, " 1 , 1'04)9%.492444 L9444449,4444 55155,,5, :`,...,,;-..5; 05, ^ i . Sf;:::5,55.kd 4.9 ..5,4 ', 3,,, . '0 , ;2;!,;•;;„! ,2 . 3 A..14 4 4 3' 2 LI:, . 2 0.C. I 3A II 13" 0.0 : TILIItI I 1.5344.Aj; . ,,,,, . .. 3., 2!...A,,s,,te,,iPq 14 tee, ,,xes, (8), ;14o NT, ; 3,3 GTI G,L G-3,o3o. LL3 L3"eee , ewe'e,e<5. 1 i ' ,,o-//14 LH Ful ! l'I .1 (I)!‘1,1 1 . 1 •••••••••• ,........__._ , „ _ ,r MIN. H/3.5 Page 8 "r LI- T - •71 �ITI II I-�.17-- SIMPSON 'MSTA36" yy EA. SIDE, (4)-TOTAL • • II I.1 I'I 2X CRIPPLE WALL OVER J• L I .I _. _ HEADER, W/ 112" SPLICE -- j - - ---m JOINT W/ CONT.NAILING HEADER (CONTINUOUS) • '; 101` CONTINUE HEADER O .1•.I TO BLDG. CORNER 4 Z L. ..1 NAIL SHEATHING TO - +• •I�1 I. HEADER W/ 0.145'4' X d I••1 III 21/4" F. RH. P-NAILS ' III S •1 0 3" O.C. BOTH WAYS N 1•.1 >� jI.l ° CMAC E _ (OR OTHER OPEN'G) 2 W t- 15/32" APA-RATED SHTH'G a li O lir ,FROM SINGLE SHEET, I.I• FASTENED PER SHEAR Z z SCHEDULE SPECIFICATIONS AND NOTES ill Q \ ;_ • _ • - BLOCK ALL PANEL EDGES SCHEULE U1 .1.II 0.C. 50THEl PER SHEAwA-8DN0 ES _ •I II 1. . I 1 'i 11 11• • REB.4R &O GRADE W '1'11 11'1 E -1 11 III. SEE SHEAR SCHEDULE AND � r w '.111 NOTES FOR HOLDDOWN SPECS •I I I. • PANEL WIDTH ,F., ,i_LI *3 TIES ♦ ` II11 II II I ` (0 o) Lit- -= 1=11=> II II co II II 1I II I Z Q O .0) *3 TIES II u II u 1 E E • a I0" O.G. II 11 I - ==- --=-L 00 PLAN VIEUJ OF CV (3)*5 NII I I STEM WALL EACH SIDE \ , � I I 4" CONC. SLAB 11 1 I 11 1 I II I I a= - i= _ II 1 1 MIN. 12"x12' CONT. *5 REAR W/ 24" HOOK FOOTING •s GARAGE TOP 4 BOTTOM A CORNERS DOOR W/ (4)*4 CONT. 12 NARROW S-E 4 FA\EL NO SCALE (REDUCES PANEL 1-IGT.) NRWSHEAR30 __ Q�WELL ERlinOMELININ DIRAWN 1S''- JX_ CIVIL- STRUCTURAL ENGINEERS DATE _ 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: (503) 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 9 EDGE NAILING (2) 2x OR LARGER EDGE NAILING; DEPENDING ON N.D. LARGEST TRAPS TOF THE( ) ND ii mi. i ii u• 0'�� 111 LARGEST OF THE (2) �V 1 (2) 2>< OR LARGER 1 N.D'S g CORNER j� (DEPENDING ON H.D.) - 1_ a FOUNDATION / a UPPER FLOOR 1 COi SIN D --OLDOLUN COR\ SCALE: 3/4" = 1'-0" 001131tE-HD DRAWFNC1 NOT TO SCALE —A-- EMIWIEEG3uREI DRAWN 3-'1"- CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: (503) 254-6292 PORTLAND, OR. 97216 FAX: 1503) 254-6761 ' Pan8.10 DATE: 04/07/16 PROJECT: 1247A~ VVindwood Homes, Inc • vom12208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2012 IBC BY: J.Y. mismisalamigm Adjustment Factor for Building Height A = 1.00 Increase 110/B wind loads by 0.83 to obtain 100/B (S05=2/3 SAA 0.850 1�2SD8 1.02 militamaimsnow load 30 ^ upper:ME= mean roof height, h = 15 ft ^ ower:MUM V=1.2SouVVcL/R ASD Load Combination =V/i.4 ««m. ASU DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 BRICK 40 0 0 0 0 T01AL O 0 U MAIN FLOOR ROOF/CEILING 15 3810 5/15O 8968 6406 FLOOR 10 ' 0 0 0 EXT. WALLS 10 Q' 276 12420 1949 1392 INT. WALLS 8 9 200 7200 1130 807 WALLS ABOVE 0 0 0 DECK 10 0 O' 0 BRICK 40 0 DU 0 TOTAL 70770 12047 8005 LOWER FLOOR HOOFICE|L|NG 15 O 0 O FLOOR 10 0 0 0 EXT.WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0' 0 WALLS ABOVE 19020 3079 2199 DECK 10 0 0 0 BRICK 40 0 0 0 0 [U|/\L ' 19620 3079 2199 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (p|f) Floor tnFloor Ho|down Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 200/280 1 1500 oMaf12x36^ 6 2684 STHD14RJ A 360/350 2 3430 omnr12x48^ 7 5090 HTT5 B 600/680 3 4700 umarizxoo^ 8 7870 HDU8 C 896/640 4 6210 omoTv2x72' 9 9535 HDU11 D 880/980 5 8360 uwaT12x90^ 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 11 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc WALLS LOAD WALL SQ I-T. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0w 0.0W 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o' 0.0 0.0' o.o 0.0 0.0 Mi 8.8 8.4 4.8 18.2 40.2 9.0 M2 22.0 6.8 28.8 9.0 M3 2.0 2.0 2.0 3.8 2.8 2.8 15.4 9.0 M4 5.0 3.5 3.5 3.5 15.5 9.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 ' 0.0 o.o' 0.0' 99.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 oto o.cf Page.12 DATE: 417/16 PROJECT: 1247A- Windwood Homes, Inc • WIND 110/B 100/B SHIAR . ADJ. - X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 0 b 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0- 0 0 0 0 0 0 0.0 0 0 0 0 6 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 6 6 Ml 3438 3438 2842 40.2 86 71 M2 3438 3438' 2842 28.8 119 99 M3 3568 3568 2949 15.4 232 19i M4 3067 3067 2535 15.5 198 164 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 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 00' 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 13511 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 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 o 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' o 0 0 0 0 0 0.0 0 0 0 0 Page 13 ' DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc SEISMIC SETS. 1OTAL aa/R. 8Vo `,sEit. MAX. ADJUS DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN: RERUN. UNIT F-B L-R SHEAR SETS: SHEAR SETS. SETS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 0 0% 0 0 (60, 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 0 001 6 0 0' 0 1,00 0 0 0 0% 0 0 6 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' 6 0 1.00 0 0 0 0% 6 0 0 0 1.00 0 0"f 0 0 M1 X 86(Po- 17T6 46% 3943 0 3943 98 1.00 1.00 98 M2 X 8605 2063' 54% 4659 0 4659+ 162 1.00 1.00 162 M3 ' X ' 8606 2022 53% 4567 0 4567 297 1.00 1.00 297 M4 ' X 8605 1788 47% 4038 0 4038 261 1.00 1.00 261 0 8605 0% 0' 0 0 0 1.00 0 0 r 8605 0% 0 0 0 0 1.00 0 6 8605 ' 0% 0_ 0 0' 0 1.00 0 0 8605 0% 0' 0 0 0 1.00 0 0 8605 0% 0 0' 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0' 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0' 8605 0% 0 0 0 0 1.00 0 0 8605 0%+ 0 0 0 0. 1.00' 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 200% 17206 0 2199 0% U 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0' 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.06 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0' 6 too 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0%' 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0` 0 - 0' 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199' 0% 0 0 0 0 1.00 0 0 2199 0% 0 0' 0 0 1.00 0 0% 6 Page.14 DATE: 04/07/16 PROJECT: 1247A Windwood Homes, Inc WALL SUMMARY WIND Narrow INCH CONI} MAX. SHEAR WALL min UNIT Panel SETS DESGN UNIT UPLIFT w/nares w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr pit. 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 6 0 0 1.00 0 0 0 6OR0 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 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 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 M1 71 1.00 98 X 98 883 S S 0 OR 0 2x M2 99 1.00 162 X 162 1456 S S 1 OR 6 '2x + M3 191 1.75 619 X 519 2669 B A 2 OR 6 2x M4 164 1.29 335 X 335 2345 A A 2 OR 6 2x ' 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 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 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 ' 0OR0 0 0 1.00 0 0 0 6 oR o 0 0 1.00 0 0 0 0010 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 0 ORO 6 0 1.00 0 0 0 0 OR 0 0' '(00 0' 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 6 65 ' 0 OR O 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' OORO 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 0OR0 ,WIND 6.SEISMIC , ,...._ I ANALYSIS r .,s GENERAL NOTES LEGEND F •FRAMING CLIP SPACING SCHEDULE 0.C.* v ! 2012 IBC ! .. ! pr.a..,.... , rimmilir_. _ ..„........imaim ,„„ ,,,,,„,,,.:.„ ,, • •.:p4.- ..,...,`,45.4 t,,,,,.., 4 -,-;"E TOP OF ELO-4,e;-,E.---..R.w.4.L.L. ri,,e7 eE- Cr , ,'„,":;',!!,t t-tt'"Cd •rtiv't'•:;', , t LCIN;', •,:t-,.::, 1 C.CNNIEC-Ei 7O''''.-€ROO,;St•te47•-!iN!..,,OR ; ExF Er. r W ii: 5,...00 5,-,E4-,-NNO ',,,E .e.OITON OF E40- M ' , 6 ,,..R, 1 orwi --: I • SP-'EAC.,UJALL. P',..J.S'eE CONNECTE:,-, ':(::7,-,E i ..' p Pi_CO..5-ELT NO OR' N4 ON SEE '-', C.:41.. CONNEC--,ON E,'ETA,L.S.P"Oc i .4,4. .4P.RORI4E CONNECI"ON -: 1t I 41 • . i Z i 0 a .-., we-, I na0 Z a Pr 8' 1 'F, ,''' i a' X f•:<:,•_t , NC. z4-Nrr .•-,.. . e ! 8" 1 6' (tr)d..4,44 4,v4,4 ,,n4er,4 4, 1,1: Ago F i, i Ma" :frl or,.•,,d44,..4 ,,,,,,,,,,,,, ,. .,•,.. ! 4 1 1, I ' , ti' 1 i';'. , Z 50e r,••••,,,•,.o ,5'...', I ! I ;„.z-- ...74'174.:4:.,.. 1 1 .,,, ,.r ... ,,,,.,,.. • SHEAR WALL SCHEDULE • .qlgart--2„rxt-.)) APA RATED PLYWOOD OR ORIENTED STRAND BOARD m \ .. ' ,,.. . I ,S:44CRS,1'3,N C.),{/)! ,,,,, If....1 S4L P,A7 1 r • i , ,. VAR,;,,,,',!!!":`,!,.,„! -"Typl—l'T,,;`,,,,,,,—•,t''`, , ,,,,,, ,-, +.E, ,44.J'i'., ,t3,,F,, '' 2 `,.. '‘ I . {-''''' ;S;••;. 1 (•••1 1!!';:, 4_ I,;me .. i- . \ .--- ,-....',.., 1-./,.....,0 '.... , . , I 1 . , ./.,,,,44.-:., 7....' N N.t.,7--, .:r.. r ,,.. „ ,.., 0, i 1 O; . / I I \ ::, , : ▪ ':::I"::: : 11, • 'tit,' ' 1 . • • C,N is'''• c• ! ••••• .•, 1 ,r,•,' I .1:::I:I'', I 24 ,.“. (,,,,, I 'i';' 14> , . '4/I t4,,,•• ] , ,,,,,,,,,,, • t t J , • , -air ......4._ .;. 1 ... ,. • ir....4 , .. 4 . i,.e.'Z., {,f''' r : 111.1.4 I ,,,,, : , ::: $ 2-o c .• I. ----;„. ',' . , i ' 3 1 ' I ' ' C. ''' ''1.F.:".. 0 F, . F:-, ! C), .. I :-..,., - -1 ▪ -1' • ' 1 t \1 \,,. - ' t,;;;,1 ,,,;; 1 ,, .,. i , _ ,-• .), C ,. 1„7.,,,,, 4...,,,:! k I .r. . - • , MI §=ilinin• Illi 1 . . . i . . . . ,..., . . r , . . , . r CSotrii . „ r / I 1 , — , limitimo4 i • I (''.'-* '"' ' :,It' .''t.',,7/I!''',!, ,,,.',,';',.I. /"" . I . / . , . , ......„ U)1 • I Carp , . t„,....N ,. .•€' . . , . 1 ' . = , 4 L 1 ' . . , . . . cp. , • 1 . rj • , , • HOLDOWN SCHEDULE • ' r A i •A,-;;E4,1,-; ',',4.,,,,,,,,,,,7! 4 ,,, . . . ; = 44),:) # ' ;I, ,g.,.. . , . • . ., fr- . . , . ii .., \ , , . . <s,-, • . i '• -',.,'I25/SNOW LOAD 'if! sm , -41 ,. Allt I .. , I , 0 r 1.! :., .:!-•,,,:-... , .. .... , , 1 ,..-,-- •i. rrr, -,, r niminimini r Nil .IN F--_0 0 C;..) ..__,L.,N , 12 A — . - .-.,.. 1 ,-,:,..7)1 "';',',' ..,P.'P•w,-",-,..,' I ''' ZP',,,-;- , 1 11(jOla (,`"..' ''''' ''''''!'"`,'1,"...."" '''""'_ 41.1.1111•111111.11M. , . • ••r r0t.0401%Yr r 00••r" :0.; Q r J a rIhr I r,r. _,....111 ,1,1 ror9*Sy lO0I.00 0, rrs+.1.,h0.1000•Irrr A l r50 -411c1 / _ 611091 _ . ..., t...... <- '-.-n`ONI833NISN3 • 113M08 las ON! 'S3W01-1 aooma..\.11 ,..... ,... „el ' 1 1.. .:.,1 I $ v r 4., . c 1, fit r---.4 i ,,:-_----1 ,..., ,4 11 = it- Ad= 11 .trttt* = = t // "s=1 4 n . rr 4,4 li a .249 s40-, u '''• I) ' 0 u: 4 IL S • fi k, , • ir IP ‘,4,4 • 4 4 7 IT II , ,s, e• FT, 1 ' " I ‘111111111111111•111111Mr ,...., ,..,. 1 TYPICAL SHEAR WALL DETAILS ........... I I, Root sheathing , 14441 Z llt — -dr C: Root ratter or truss Sheathing ' ABC clip regutred al blocked . . Fq - • -' ' Be fed diaphragms(see RBC schedule) eit. .....• ' , Z E Sia Ell cho @ 24"o c -._ ika 1„ 4-- T hod — \\ 8°'"darY''ili."984 '''' ' ''''' Z a. „..Y4 et W• ,, lt \ \ .. commons a 6*o c UN° . . ''', a•,<-l '1-77-1" 1MO i i „..--,, , - _ - e.,,,,,oc t : 4-' , t/ , . , ti E . _t-- ,/ : :::-1; , i '1••""' -1- match below. z Todocong ..../ „E .., ii 4, F• i . . . - 1 n 1'1 ; F , Shear naihng 4,, ..,,,.. -H. .4' 4-, 1-• , 1 4 , - -- , .. Edge nailing I I i a 1 ,tt ____ , il It . E Web blocking 2n stud wall RBC SCHEDULE Shouthmg (Roof Boundary Clip) , .‘ , I I Ceiling joists or truss - - , , ,Blocked diaphragms only 1 / I ..,1' 1.,', 1 - Shear naihng - „ ., l,ti, t / ' ' :' / I .,Reg naitiog Cho spacing 0 pa,ca a,,,c,a ,„ , .44.J.eelo, ! I Bntlomohord , I -,4, , 1* 8c1 @ 6' SCE.tE,b./40 _ _ -+ Edge nailing ,- . "-•lat t .1. ti_ ''I , t ll' 44,2 4.1., A' .. I' ' ed C.,4" 18*cic 0 5` ._, Edge nailing , .. ttt 1 l I ""'"i a.,1-allt I Ind@ 4' ir he r ' -,,-•,'",-- Shealtung . ' c 4 ..,1 2o studs . ' '41*---' MN 1 SECT. C C Rafter! Truss at eaves _._ in 14)itScleach sale __ Scale 1'0' , Interior shearwall parallel to trusses Beveled blocking at brace _ -, . - -. Interior shearwall perpendicular to trusses L30 rips at blocking Scale 1'4 1 0' Boundary nailhg etto lookouts or . . . IIIIIINII4 blockhlg adjacent to brace Eld 1 INTERIOR ROOF DETAILS tooccokminiwtsh @sh6a' nl-g t ,l tap chord , 2 , . C.1) ,, : . -70 „.t-t.'7-..., ,'y . 1, Ind@6"oc - E7tat.7.t/ '.1 / 1 • 2 r 4 hat shtlener.' s.. Edge netting - l';l 2 x 4 angled brace-- ti: E , Sheathing to match _:ltl t 'It 4 I A (...1!".. 111111.11..E.I. ;','/' ,' ' , , .Stiffener may be°foaled tl, ; t•,// // if hrace'Wiest than 6' ET-OP,44...444, " 4; ';',0.....4F,-E fr-6v AA'4,* i,I .s.-EN:-,,.....:,c,,,-7: 1 1 t,.. a -,tir,..°c'o;,:i-E '"- Framing cl //, SECT: AA, ip.(see C 't t'• f 4:11.7.4=L14--_44.444.4; •FR727-4.441...44444444447,44 , Scale'1 ii'-',..-Fp. "--A- 1. _. [... E.,...,4 p*-,,,E:', .-ti\''..----r';',4'.:E,,T4P4'4:'r,E.7t ,1 ,47,5 I COlamen I. ,_::, Edge naihrig -W",:ill..., ' t Sheath ng. Shoat:lung -- . -attli - t ., Boundary nailing into tiocking-__, 2o studs- L30 eta tl, "•. [ 4, CRC clip- Top chord , At , •nr> ij *,4"...N.:.,4A i; . .4.4Z,R..0,7, )•00 ,4, 2 4 4 angled braces 46"o c E '' El ' , 'i r• = .,-,,, . , c,, ..... 2 T-1,rtgled brace . CirD 441 ICalblodsing to brace -'' rh.X.l. Gable end truss SECT Bli , .i + ., . ' fif f--,,-- i-\--- e-,7?-,',......„•.,:.., Scale 1*k l'0' Scale 1 1,2`a It 0" 'El ‘ki '-tt,-1/. 1 'l, l l ..... ,‘,4 .--C./rA 1 ./XI.; ,, , .44.4EC,I...,--.....,. ,,,,,4 4/4-.44 4-,-,....„...„ ,..., 7 ' \ ',, ,, /,/ , , EXTERIOR ROOF DETAILS Iril''' ;", : A.- -,4: ,- .. .. = C:›' ..,p,...,ER C JAW. , I ;4B,..,.......,s / 54.4SEE n04EE 45CA S.f.A,..:, "-,..! 2y St ....---E ials 20 5,111/d5 Sheathing.see MUd OV c',E0 0.,-44. ds woh anctar V iti; _ SEE SEPE,: ..E ScUle Im ' halls see schedule Sheathing see t ,-Mudsfil with anchor --a--,, schedule I . ..., , . t bolts see schedule fik0,t'A,E S.E.E' 0-.E.,54t.}.. ,4444'"'"..,- , Co studs .„1 Sole plate with shear .... , „,...,,,,og nalhog see sehedu '' "'" ,til,:nygittate 10seeth ..,.,••• , •, Decking ' --'" , ET:',.4.E'NA'-'44-4' "• .4 . .. .'tA.,SO4, Edge muting asc,Nctrea Shealltirig see , ; : • -,, tee,C-ttie6,....E . Edge naiiimg _ t.,--4, yi - r ,'\ •r-t . ' 4`"';',..,..t, :t4rs7-" , Artudsal bee schedule , tor regu l : t , 0 ._ . ... eernerns . li I IREBAR 50 CsA.:.-..,E V t' ' E Edge nalling 4..4-tia-,,,' Floor to cc-doll : • I ..!.. °' see 50000 6C4E.,£4. t"tm-_,:•11. , 0040(0 0.00200P 04051 sheaf!ladingsee schedule 25#SNOW LOAD , __ t` 1 . _ _ ' I - * ,ici „jai' ' , , /l, 1 , . ,.. ...,./ , ' • 2 L. , ,12-2,,,, •, - , . . • . 6 0 - ..,..; ;;1;- - I '';'' ---'•;" --''' Tzi 0 0 0 L ; .i . 1 IL 5. ''';'!.• .,....;,. fiEu,00 ' F-Iii.,f;.' • STEM 414,1. EV-lt , , '1._• 7- =1 ;..'!! E424£44.4 ""4 4' • A, ,,,..,..",-,.44-.‘,.. Standard A.B. Detail "O Scale-IO -V 0" t . l MillMEMIIIIIMI Post and beam 1247A Girders flush WIth MudsrE ' I .c...'•t0,4,4.444...,,,.. GOO,,+a'',CO, Garage slab Interior post and beam Scale l'k I'0' Scale 1'e V 0' -,sca_e tatep„tcsa,4NE_4G'' .4.4,44 FOUNDATION DETAILS