Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (11)
V �! $ r)/4 , O012. 17-87 sw R Ow E L L 10570 SE Washington St It Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS May13, 2016 1 tfCEIVl JUN 17016 Mascord Plan: OF 2230CE - Windwood Homes, Inc Cali i `i Olson Woods, Lot 3 BUILDING DIVISION 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 0 PROie Rowell Engineering ,43 �,{AFus F. Project Number: 58387PE ¶ j 160174 1/ GOON 4� r. RO' tiP. 3>: DEC. 31, 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. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. Page 1 , ,.., -...,„, „.... .- ,..-- ,- „ . . , „-- ,,---;-----------------___----------------,-_-_---,,,-- - -_,.------:TS.4.;J....J.477—,j,—.7.7:'_—.7..”71;;;;_—;7...4...." ,f..:=___. 4,,j,4,,,,,j_j„,„,„„,44..„.......j .,i„4",444,4_,4r; ;„4„4„„4,T,,, .,:i,, .,;•;;,,, :Tr, ,1 i., .....„,,, ..., 1,-- ,--, ,„,... .. .______ ,r,-,--„--.---,,,,----,-- -----,--,-7, ,-,jj;;;jj-',r-:---,7 T—T 711177-'1 ; 7*,.,. 11—.1,—...j ,.I'.' I; 1 J J j;;-- ';'—'..:` i•,. 0 -, • ,....,,i ,i' ,'..',; :, , =.i 1.• ill ' , •, . I.:', '',' ' .,........,:[;',",,, ',ir,G.-, • . .• ,k, ,"'1... A ' 4" 1!--I ''1''. 1.' ''Ill''Illil 1 —' —4...,,,,—.4i i jj-4.,-4..L.4.,-4!'J• 441---- (i' 1 i;II ,., 4 , LI 11-1.—;•1 r-I— --1 1.—""/E?—,=. :11'111 ' 1 "'"", ''.1[1." 1 ,,,,,;,!... ,,,=,....,..„. ,,,, ..,, ..,c; .,. .-..,-,.' ,-.,,•,, .;, ,,,,,-",..„„:„_„,...._., ,,, ....!_t.,„„,...„,:.,,J,:_:-.„...„.„,,_!ri. I , ,,, • 1 _ . _ _ . _ ........... . ..__ . ........__, .._. _....._...... 2230CE ,--,, .-.._ oriN 7 E L.,____= ,/ _, '. I .,..,,, N _ ____ . ... _..... isi it ROWELL ENGINEERING, LLC CC"IIEC ' IC"N ,CoR,AND OP 5..,rf, 0-A k,:321,54 fiT,' i 1 Page 2 1„ ..:, .• , -,-..... ,- . . . .. ... -. ,.. - ....- - , . ,.., . , -,..... . , . . ,,. . „..„ . . - 1 .. . .„ , • 1 ..........._. .... ,.... E 1 , - _ . .... . . , . ,, Ti ..: . _ _ _ -i ----- ---- .._. ...„.. -- .,_ ---1 if- 1.!ti-- , h---",---2, 1 ,.../--" , ,......._. t-,-,--, - 4. I 1 '••; - .,.. ,.. ,.. , M 1 If* • 1 . .........,„ . 2230CE1G,- , _ . . ' 7 '-.._-_L_ ii-L-710N ain NE R OW E LL 1/ . 1 / ENGINEERING,LLC CCLLE:LTION _ . Page 3 ., , . . . „ . , i * V2 * V3 * i 1 1 . . ....,;-; iii:lii,,;•_,;;. .. . ... . ..;_- .. D , . , ;; 6.4 -- .-- I -.. . . . , ... , . . . . .- • Eg • ,. -,. . . • , • . . , . !III a i I Is 1 i1 a • ...—, ; .......„. . ; . . 1 ' =--- ''-= ---'-,--, ----.,ri--------7-------i. , , • ;: I; ;.. r, ;.,. .-......-_-,--: :-.----_-. ---1 till: ... =II: r -;r I::- :: ;i. r; : 11 Ili :::). : it --:: - _ . 0. H; t . 14114 M2 * M3 11114 1 ; 1 1 , 1 2230CE R - ELEV/L.TiON EN EE It R OW E L L / - if / ENGINEERING, LLC ,..,,..i, f„i,,,,,., i Nt,,,11 r, ( Page,4 V4 V6 1111‘,..' 1 V7 4 ll. ill' • • • • • . • •I .. ..- ( ' 1 , FTD. ' • 61 : • ,, , ......._ .,,_ ..... _____ _.......... .............. ......._ .... ii .. ... .. — .. .. .._ i • 1 — • I ] F ---•t- ' ' I '''''-' • • •I . 7 • I. • t-• • ,....t....„,„„, ' 1 ,-...---, P-, ___,__0--,•• :-..p.,-.•-•-• •• . __ _ .... lillb M4 1M5 1M7 SE 2230CE L.,=____Pm EE [' ROWELL __.. . _ 1/ , / 0/ ENGINEERING,LLC CCtLECTION $,55,P.St oet4,144c,an 55555 51r ,o ,,,,. 1:,,,25-5 575; e Pc.,../45, . ,,, 0.,503;71.5.7$ Page 5 DATE: 05/13/16 PROJECT: 2230CE - Windwood Homes, Inc WIND LOADS LOAD AREAS I-KOM CAD LINE A B C D LOAD mean roof height, h= 22 ft 0 0 least horizontal dimension, b=' 48 ft V2 29 24 57 129 2668 V3 29 24 54 123 2578 a=min(0.1 b, 0.4h)>=max(3', 0.04b) V4 33 32 47 90 2396 0 0 0.1b= 4.8 ft V6 67 132 2011 0.4h = 8.8 ft V7 27 21 782 min = 4.8 ft 0 0 0 0 3'= aft 0 0 0.04b = 1.92 ft 0 0 max = 3 0 0 0 0 a = 4.8 ft 0 0 2a= 10ft 0 0 0 0 roof rise, y=J M1 18 22 74 1868 roof run,x= 12 M2 74 148 4299 arctan(y/x) = 26.57 DEG M3 73 144 4207 M4 80 70 3082 A = 23.3 psf M5 194 3376 B = 7.3 psf 0 0 C = 17.4 psf M7 45 29 45 2043 D = 6.4 psf 0 0 • 0 0 0 0 0 0 0 - 0 0 0 O 0 0 0 O 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 O 0 0 0 O 0 0 0 Page.6 v / 11 , 1 3 / v , -- . , - , c- q _. 61 _ _•/: 7 0 -U1 r , , 1 ca ri t ' _ , — _ ' ''''• .,,L.,---"' ....., L ,. _ _ .... ......... o 0 a - il? A Fac,,,..,:-.-1,, 51.—"‘2••.' , p ,1> / / <---,,,,,-- ,- 1 I • ,,,,, - 2230CE _-,---) --= ..-------,___00,7,-, PL,LN EN NE It ROWELL / .. i / ENGINEERING,LLC , :-... L fl. Ot V SE 60.5,16 E46.6E6t6 P6EtrEA.,,SEE 6,V ,61661 EEE 4, 1 - Page 7 . i ; . r 1 i 'EY P .) ' ' ''-' ' , ' G, N I NG I ...,,,ar,w• i ,-ID 450E 4; I 1 i ..., .., I i 1 1 . _ I , 4 1 4 E,Z--7- t I I 1 W 4 / 4 ! i ! I i rf4.-— ..:_._ ....._.4 . TT ' ' 1 1 1 1 !! 4,1 1 .... ..., ,s......,_ , 1 1 1 1 _ ..... , . Z-C.--E . _._-... -...... ..^....m <-,,, , ... ..,.,.„, ,e.•:. ,:,/ PC-7"ER I , 1 I 1 , mossonj AN.„ \., . 1 1 . 1 1 1. 1 1 I , 1 2230CE Vik-IN :--- "-C)0 PL,E. N. on no e___ II ROWELL ENGINEERING,LLC CCL E E '-.. - ____ IIIIIIIMIIIIIIIIINIIII R 1 0 . . DT, D ;1: - 00 • -,-, a)1 ! -7 a .-- - I as ,, D . I Q_ 1 : , . . ,_. .... • SHEAR WALL SCHEDULE • , • . , i0) Mt D'' st,-,TY,,,,, :i.,"MC. • HOLDOWN SCHEDULE iaiimnnnmsmwgijgrctoFc))oAmmmmmmn :,-0., p+.,,, t,,,ftb ,,,,,C ''4,', ,-:,i,,,,,.,/,, „,, ,, ,,-. MARK,S4APPXON, 2 A 2.2.NEBL, xi:Ai.AO TY, APA RATED PLYWOOD OR ORIENTED STRAND BOARD ( ) comm.' •«•.m.-,..rmr '•-•18"-'t, •3;-'' ....3 3) ;53 ,3 ' (, ,,i•.) • 7 1 ...._ BPS .•.ii."-...,'050,22 0.. 43,10in,,,,,,1 ,..,; .•,,,,,, , NO is. ,....:t,,,) i.ASIENCRS .3.),t4,(6)'1 7-'. .20 E SD« P«At. f . 1 -'N'• ,-...„.., . ,--: ' -! '”' .2..- ALLOW ' ,•••• . ,-01,10,,, !,,.. wiro,/h,./t,4 1 3,..,, ' ! I N AlbN t., ,- '-1- (N( '3 '-0A0 i 0.) ,n020,02,Kte :.1.3.,-xxxo 4 i2"2,2 „x : re(),III,IC tr,‘'..:4'0 C i i,,p F, 1 4),,.P i *xi2i: r SPAACeiNC7 1 yew ' , '''! '''''' , S NKER i_`!4) i (.22 SEIS •,,,M,,,,2 XI .{ '' ' ' ' ,7„,91 ,er 1,:.9 • , 0 . , . • 01 "26... I 1 4 .2.V ' aH .-a-na, -,,,,Orr mommo mtt- A h. h 1 ;; I .. 1 t..'" 6- 2X i 48 D.C. ! .'-'1:fg. , ? '.0 , ,2 0 t2 -6..1 7,,., ,, ,,tH ,, . 7•" , I kn P•••,..o., , I i . 0 11.1'0 X"rn'' 1 mntrtm,guMur•ri4.1 • - 4" 1 _. . .. . • ,« .•m. r....,.,.AV, ,,,'MO: ../ iCMS I'2 k 1 :..,::,'DM mm-rmr. LH 1 ,./N, : 5:1b; ; i : • 1 3'«ornrmr,Dm, 0 t2t3.rt..!*mt om , tu•Mm -4;;•4. -• •-•,...,4 macr•mr, : rt,iort : tor t„,,,,,,,,,,,;7,,r..,0., A, Ql- ;•;•' .• 38 t; •-• r-, amr., « I . • `rt•DO GOAnO: ':,' - ' .. -._ , 1 1 -I ! 1'1 ^4 ,,, p..,,,,-. ,,,,,,,,,,,,,,,,5 ,,,,,,„,..-,.-nead:,3-A, na: " 37 17 2 ..; ::,.1)020 ,- ' — -----1 4/ 122 tt•Mr I ;;' S4O' '• I ; r rMr5 (8.,) 61;,'Irravn 4X.L. p,,,@5.:, <,..:-:. T ' 4'.".' i '' -' - ' . ' '3" 4' i Errx,°'' 0 1 r..2, norrimms mmt 4:Mr, mrd Watl at c,,,,-,,,, inear,,i• & tu,t, IC%,1 T II I 1 i . i — 7,, i' ' ...mr; m•strie 2X,t.,..-. I --- - I: _..... . .. . , ! 1.,„.1.-9.) 3:•,7' ,i.p i, p..--,' 2" 0•C- ' 2" OS. : 3A !22' C-2 S0e (.4' ' - • !OK)(.1k“ ix M., ....,' , ibe , ,01117,.. ,,,,1 wl. 05,1442; .0,B.,0,,,,e.•,.. ,,,,,,, ,,,,, 0 ', , I ' aW ] MST 37 erittt-M Dirt Domm,m , ,alkk. ,,,,..1.3, , ! ‘...' ',1" 1 ' kh P.••,,, : i ; .!...5 STC4O w/{1,4) 15« mr-Mom mr,ma 4 - ,,,, , -4- ! . I. (1 u —ti O.\ 1 1.9,02, ,w, 2,0..4., a. 7 5 Ct-, a I lX 60....r,'2•21' li-M«ormmr•or f.,999,.E,,C,99, 4-9 3.-,, '';-", -'-''X'''.LX.: 3"'' 375(: - 3 , 316" 1 . /(14) MC i4t,3/756-, "6,.702,,,, 4,,,,,,,,,,' 'K./ ''' I 0 ..,, a.';...- . ..,." Cc 3- aC ,7)8L. ,23 "20C.C.I 000 00X,... 5: : " ; NASIDC..7 «M.i--2r 4«,Dmm,mmt E,,t1 „ r r : 3X 2C aC I 98:-' FA ir:••:; ":: ''; ';;;;'''' 27,MS] la •• 72%. 1,..2 2000,0 0 0,00„0,20 00.71 4.„..„.„.,,7 Hou-K, .222„x,,,, , 2.X. 00, .,., ,, , ,,t,,, ' t r . r VST6G 4.,./.(2.! '.6ei 200000 mm..71.1 ..c.e..., ,W4,:i 4 :' 4,,,,,14.Dr-mr,r, , Sc «/(3-2, ,60•:,:,..,,,...,..,Ir. •• i i 4\ '3P' 'P' ''''m' . 0 ., 2, 0 ` ., : (' ! 1 , m c .,, .,, 0 3 i\ BS4) B " D29Vt'7, ' — , (3942 22, 2,,S4Dm4, , . ........, -1-- -'-- ---4/ I rtm: :Z.Imm mr.tri. '.....e; 1 . . ...0,2 rtil,,,, iiner...,,,,r, -,r,,,,,,,,,,,:r.0.,„. ''''''-- --17,,C, '''' - -± • .„.:,, .2,..-0022, : - - .3" 2" -,2.C. I X'. 0, X 1 1 y 0(.,, :. ; 7 _•,.1,,',x, ' 11-9,1919, 7' i931 3'19/19- )4)(4 2Y4.92VFX-(.9,9,,.4••• ,,Ar•tr . mmmr- 14 .->t EA `22;i.i , '''''"' ; ,, (.2) '," . ,...4 o Kr.5. ,,,,or r„,„:, , ! 1 0.5/Q if see 5 ,4 1 mmm 1 Kt! ' MI- ! 35 1,61 1-, xxxxr Immiliminii r r_ Page 9 EDGE NAILING (2) 2x OR LARGER EDGE NAILING LARG=EST OF THE (2) HD DEPENDING ON N.D. STRAPS e CORNER WIE � LARGEST OF THE (2) �1VV (2) 2X OR LARGER HD'S e CORNER ' (DEPENDING ON H.D.) 0 FOUNDATION a UPPER FLOOR O O 5 I k E:) T--O L O LU1N \ J1 SCALE: 3/4" = 1'-O" Di2 .WING NOT TO SCALE -74E- EMIIKIIEIEG311ffq IR AWN BY- J.Y. CIVIL- STRUCTURAL ENGINEERS ®ATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH- 15031 254-6292 PORTLAND, OR. 97216 FAX 15031 254-6761 . . Page 10 DATE: 05/13/16 PROJECT: 2230CE - ��n�wood Homes, Inc ' - ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2012 IBC BY: WIND SPEED: 100 Adjustment Factor for Building Height A = 1.10 EXPOSURE: B Increase 110/B wind loads by O.;3 SEISMIC CAT: D to obtain 100/B (Su���Gwa) 0.850 �.�SD�K 1.02 U - " V R: 6.5 snow load = 30 A upper2297 mean roof height, h = ftAma�: 2434 ��~����� A lower: 0 V=1.2S..VV"LIR ASD Load Combination =Vn.4 WDL 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 ' 2297 34455 5407 3862 EXT. WALLS 10 8 210 8400 1318 942 INT. WALLS 8 8 150 4800 753 538 BRICK 40 � 0 0 0 0 TOTAL 47655 7478 5342 MAIN FLOOR ROOF/CEILING 15 668 10020 1572 1123 FLOOR 10 1766 17660 2771 1979 EXT. WALLS 10 9 200 9000 1412 1009 INT. WALLS 8 9 150 5400 847 605 WALLS ABOVE 13200 2071 1480 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 55280 8675 6186 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE ' � . 14400 2360 1614 DECK 10 0 0 0 BRICK 40' 0 0 0 0 TOTAL 14400 2260 1614 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (pUD Floor toFloor Ho|dwvvn Floor to Foundation Holdown wind/seis Tag Load Type Tag Load Type S 260/280 1 1500 oMar12x36^ 6 2684 STHD14RJ A 350/350 2 3430 cwST12x48^ 7 5090 HTT5 B 600A600 3 4700 cmoT12x60^ 8 7870 HDU8 C 800/840 4 6210 umSr12x/2~ 9 9535 HDU11 D 980/980 5 8350 omsr�oxuo^ 10 14445 HDU-14 E 1280/1280' ` ` ? 14446 Uuhigh F 1540/1540 ' ` Page 11 • DATE: 05/13/16 PROJECT: 2230CE - Windwood Homes, Inc WALLS LOAD WALL SO, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 V2 9.8 9.8 8.0 V3 11.4 4.8 5.4 21.6 8.0 V4 10.6 4.0 3.0 17.6 8.0 0.0 V6 7.0 5.8 12.8 8.0 V7 3.9 3.9 7.8 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 69.6 M1 3.8 4.6 8.4 9.0 M2 20.0 15.0 35.0 9.0 M3 45.0 45.0 9.0 M4 6.0 3.9 3.9 4.0 3.0 20.8 9.0 M5 13.0 13.0 9.0 0.0 M7 3.0 3.0 3.6 3.6 13.2 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 135.4 0.0 0.0 0.0 0.0 0.0 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 12 DATE: 5/13/16 PROJECT: 2230CE - Windwood Homes, Inc 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 V2 2668 2668 2205 9.8 272 225 V3 2578 2578 2130 21.6 119 99' V4 2396 2396 1980 17.6 136 113 0 0 0 0 0.0 0 0 V6 2011 2011' 1662 12.8 157 130 V7 782 782 647 7.8 100 83 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 10435 M1 1868 1005 2$73 2374' 8.4 342 283 M2 4299 2668 6968 5758 35.0 199 165 M3 4207 2578 6784' 5607 45.0 151 125 M4 3082 2396 5478 4528 20.8 263 218' M5 3376 503 3878 3205 13.0 298 247' 0 0' 0 0 0.0 0 0 M7 2043 1285 3328 2751 13.2 252 208 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0' 0' 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0' 0' 0 0 0 0 0.0 0' 0 . 0 0 0 0 0.0 0 0 29310 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0' 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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 13 DATE: 05113/16 PROJECT: 2230CE Windwood Homes, Inc SEISMIC SEIS. TOTAL SQR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT RERUN. REDUN, UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SETS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 5342 0% 0 0 0 0 1.00 0 V2 x 5342 1072 47% 2493 0 2493 254 1.00 1.00 254 V3 x 5342 1225 53% 2849 0 2849 132 1.00 1.00 132 V4 x 5342 1076 47% 2502' 0 2502 142 1.00 1.00 142 0 5342 0% 0 0 0 0 1.00 0 V6 x 5342 1022 44% 2377 0 2377 186 1.00 1.00 186 V7 x 5342 198 9% 460 0 460 59 1.00 1.00 59 0 5342 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 O 5342' 0% 0 0 0 0 1.00 0 O 5342' 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 O 5342 0% 0 0 0 0 1.00' 0 0 5342 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 O 5342 0% 0 0 0 0 1.00 0 200% 0 10681 M1 x 6196 211 9% 537 0 1188 1725 205 1.00 1.00 205 M2 x 6196 1194 49% 3040 0 2493 5532 158 1.00 1.00 158 M3 x 6196 1241 51% 3159 0 2849 6008 134 1.00 1.00 134 M4 x 6196 730 30% 1858 0 2502 4361 210 1.00 1.00 210 M5 x 6196 833 34% 2121 0 594 2715 209 1.00 1.00 209 0 6196 0% 0 0 0 0 1.00 0 M7 x 6196 661 27% 1683 0 1055 2737 207 1.00 1.00 207 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 O 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1,00 0 0 6196 0% 0 0 0 0 1.00 0 200% - 23078 0 1614 0% 0 0 0 0 L.o0 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 06l0 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 O 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 O 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0%, 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0% 0 Page 14 DATE: 05/13/16 PROJECT: 2230CE - Windwood Homes, Inc - WALL SUMMARY WIND Darrow INCR oONTR. 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 0 OJt 0 V2 225 1.00 254 r X 254 2035 S S 2 OR 6 '2x V3 ' 99 1.00 132 X 132 1055 S S 1 OR 6 2x V4 113 1,33 190 X 190 1137 S S 1 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 V6 130 1,00 186 X 186 1485 S S 1 OR 6 2x V7 83 1.03 61 X 83 663 S S 0 OR 0 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 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 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 0 OR 0 M1 283 1.18 243 X 283 2544 A A 2 OR 6 2x M2 165 1.00 158 X 165 1481 S S 1 OR 6 2x M3 125 1.00 134 X 134 1202 S S 1 OR 6 2x M4 218 1.50 314 X 314 1959 A S 2 OR 6 2x M5 247 1.00 209 X 247 2219 S S 2 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 M7 208 1.50 311 X 311 1875 A S 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 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 0 OR 0 0 0 1.00 0 0 0 O ORO 0 0' 1.00 0 0 0 0 O'i2 0 0 0 1.00 0 0 0 0 OR 0 0 1.00 0 0 0 OORO 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 0 OR 0 0 0 1.00 0 0 0 ' O OR O 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 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 0OR0 ' 0 0 1.00 0 0 0 0 OR 0 I _ Iiiiiiiii-iiiibiie , ,1111111111111111111111111111111111111r GENERAL NOTES LEGEND 1 ANALYSIS t il ' . 2012 IBC r .FRAMING CLIP SPACING SCHEOLLE 0.C.* I — PL.E.45..; '‘,O.TE . - • i L.)-F.r)SS'61 XS.XY.W.XX, X XXXI XXXX ty.,),X) YssIX,nso'ne„TX ),!,Xx Yx.,.4,441004: ! T-E 'TOR OF EAC,-; EAR wALL T-ILJLT BE 1 1 X1f,y, XX. , ,1Exr a ,405104,-15:.!'041 C-014,4/C,4 X rt..0t,.!NA,SX. CONNEC'E:0!' TO T-,E ROOF SHEL;TW NO-CR I '!!SE.4t.,...'At e p ; ILI Z,x I FLOOR Si-iE.47,-,;NG, Ti-{E FL.:-.,-,-To!!c...if E4c=i-, X. ix X 1.5,44 ! . ! '-iE.,d,R LL,L,;-',..1.,MET BE CONNECTED TO THE. 1 ; re 2 i F:..0OR 5,-,,E4Ti-i:NC:CR FOuNr..",47!ON BEE ; I , r tel Te- 1 oo 1 2, ; 4, 5,-,4,0,g 4,')Xesenyont ss., qn..X.„X'n xy ys,s.yx y„-x„,,, , — i 7?F,,::,c,L, CONNECT;TiCN CE _S FOR : i ri . -- ,..„,,sXts XXsx„yx,„ 11, >.91GYX.,VrAs_is% I . ARFROPRIATE CONNECT;C:N - --- „!,..,,,,,,, ,....,LL,stsIxs„))„..s. 0 N.. 3 E:22-712.., ,,,,, , 2' ) F.,n synnenlio,),...e,mor,lacho, 2 2 2!1 Xxo. tysIts.U.,,,,, r, , • .4 4 Ogg 0 : ,434 A.1 110,1.30,5 is ADAttAte A r, ! - 4- - ‘toinfeln nixes in.,,,x.,xt'S„X.) 9' t !, 4.404,044,4 , 7)Ny, c„nner)s,oln X: ao.77 7V s )31, iXt„toys-nen Y C13817 381717. ,fnd tyn.sxs.. 0174:217f., • SHEAR WALL SCHEDULE • N,,, ,,,gki,TrifeTzlY4._n 1 \ . • ,:# i APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I/ IN ,. ,1 , —. / 1 / 1 13)X6),(1„.t.7) S-C44 2 It[SO4 '.',ATI „1,I Y‘Lin, „ / 1 1 MARY L ,'.'.-.. ),,XxXX oXyx ). . , „ixi_nts.X%, 7,,,, !.,,,,X,): ! 16X i S.Xe ;SnYX.,„4„1' .,1.' ! `,..-.../ \ 1 /7'. 1 s x 11111 TT T t. — __. .i a / / 4 i . 5.> . \ /1 101 roc , /// 1\A / 1 .+. 1 .,. , ! , ..Rri• -.. / .. s / ! ., r..... ., . .. . / 1 : ; -0•:-•:„... C;;;) 1111111111111111111.11111.111111111:1: ',,,,,,,,“,„ , .......9 4 1 -.., ,. „ , 1 t \ \'‘, ., „, ,.,„,/ :•-?). , 4,„1L.I --- i ,, ____1 3, t:•tt.-,..t, i— - -,,.. .. L.,..„. ] 44:::,,, •AA.' 2'e'l s” e , 22 SY 1 CC see Ix- s0 1 L 1 s \„, — I i 1 ,z*,,4,,,:, !,-.= !I is ! a 2 .L. 1 , . . \ F • , .,,,,,,.„....,,...”rss„1,.1 1.4,,, ,. . .,,,,,> / ..,........ ., sisnsnx 0,4),,Ys . -1- ' '.=:•X/L ''. , , s ,/ \ ,.......... ........... 9 a poommi . 1 ''';'''?,",.',4f...:,1",T,,;"•.'","V'TL..",%7!,.7."„',LT.!;"''' !;,„,=....--, .r.,' , : 1 , 1 = . . ........ , T cni , = L 1,...I(0)WArn..s, AAA AAAAL e AVA v.,4 I romr..1 • .,, \ /' • z 1 :':,72.",7::::::.,''',,.,.. ., ,, . : „, ,TZ;'Z•• , , : I • .c.,,,,,,,,..,,os, ' C2) .A., I ; , \\\4 = I \ , i X-YX;XX)1 ” - SNOVIVIVAMINIMINffia( s \ ' ' .. = . ., . s „ . . , , ' . YX —'`,..-- 73 402 ' ,..,' s / ).-sxNuFin - .4 . HOLDOWN SCHEDULE A . . . = • , s.' .., . „ ss A 1 '',„▪1 toysys,y,,X 13,0,17 I / , / , ,,If.,, k ,,j,,,42',.,1 i ,.... • Aararrimma• • ,, ' A.1.. )! 0 0 „, 1..., 7'.,27,,A,A1,, ! LLA, ;,,,,, ''' i '...•71,',,"'*” I A ,\ 1 AA ; 1,,r , _ ! -4 4 A.6 '4 AS V••• '" '' ‘R, . : ,,,.- „.. „„ „, / \ 2Sik SNOW LOAD [ / . , . '?,'.:r: :,.%' nsy ,,,,,..) ',.., co 1 c 1 , ,▪ I ' ' sas''..s, 1 '''' , 1 .. ‘ l"..'•.'''' !,..7i, :;:: , 9 1 i , ...,. '•\€••"' I I ''''' I Tf 9,I 4 ''••2.' ,....';',., i:.''• ..,•;; 17! .' 1 ,., ., ''''' '';',',.',„,":',7,",,- ' ,.,• ' ..1•1111111111111MMI ; .------,; ;4•:-.., ' ,,,AALA1\t,,„4;,A,,,,,!3L ! A AAA 1 ..,,I,7„,i,,U,',:,,,,„,A, PL 4—\,N 2230C EnCYXLE X., 1 AMC, Ll T --- IL „,!•,...;,....'” ROO - , 4rL/002,r,,,,.. iLL:=, 3V_7V ,XXXX.1.„„))1X-.,EX„,X, .......--, i 411111.......1111b, ! 71 F i --,1 i1-3 i , ? ...4 La E:.-4,R.•,,,..N5 --,-, r.;,;.OR...,AGER Er.":&e.•...._N6 ,, i,i OEREW.7...NO ON 1..O ' '•• .=.e.1-07.•,...E r- .., I/, iTRAR9-•.COR*.f hi t .-....41, , ,y , _,..0,... il :.'... LI •FOLNC 4.7 Ch 1.:.RRER F...0OR NE.7) *--I.C.)_ OUJN ff, GOERNE 0° ; ,44.1 .3.,, • ,•O. tat,K ] -I j1 I L : ! r , I ,0,- „_.„.44. ! 07! : •., - _ a a ac=a=8 , a...1=agi a itr.t...., rin, k..:*„..7 . ." MR 44 .I!'- -----> 11111 4./'!' 0' 1 /r4 / " !</ I • , DE=R 0 - a 0 - -- =WM '-'----- ft—., i 1 tri- .;.''. ,,t..$4..cc,,,...vE, / II' '''''' ?.. 27,1N,NCiT. , !!' PO, '' "-.... .. S. 10.0,4 -1 c imimilimi ,-----; 4..-r fR-1. .1.. . .4.L.6......3, .., ,„ , , ..•:::..450,17 ''.-. .,' j&CE.IR`FROR FOOT 145..E.,' SO 7- A5 t•?),E / t O.'FOR CLA — R, • 110 REFER TO R. ,,,Ec•,..,,,„, •„/..; ItO.N.C.,47$0•4 PLAN :n.- a 11 ; , 1 T I t !'..'7''') '; r F IPMIONIM 1Ill 411,..... Clip '.1 r...r....1 ,II CI:Ar'RAC:1.-F_ , _ ..., cz., = • 1 •.:., A., ', = . — C- EN 11 <7,-,--> / , .. , 1 , ‘ . ,.„ I ' \ , , 11 1..........mi I et, 0 0 - \m , ,. 7,,m,sApi 10. 7.,"!a, t a----1— , .t.... ' 4 .., • - ,-/,,-=' .A, .,'<.`:).• f›,. ' ___-.0, :;.±,_,- -...,, ,...., 04`..,.. iz \.: / _ . ... 25#SNOW LOAD .., --71 -1 0 , I IMINIMMINIMIN 2,2 30CE , N/14,IN 7--'LOOR _4 \ 7----OUNDTION P-AN SC 4,...E ,,... • '-0' i 11) ..0212, C.(..,v.,,,,, .3 A. t, '4,41?to* ....,4.1111.11111.11.11k 1 , ..,_ _, ............„ ,. ,.., TYPICAL SHEAR WALL DETAILS [ , _ Root sheathing i 1 ILI Z, , Root rafter or truss .... RBC clip required at blocked diaphragms boo ABC schediel " \ , .,0)-(!). 1 1 (-1 0 3 i: Simpson HI cap 024*o c ,..., -- Ifl ..,• 1 ° t E ,-- . „ „„ Sheathing see schedule - -. Boundary nailing 8d ". 1f „...A1-1' ne‘ Z commons 6'at UNO him La 7 f 1 Blocking welt 8d 3'o c h) , --1- •.,-cc,r-,..--...7.-.. ,,-.4,..-oc 1'--1---: ,-----Edge nng —;.-_ .41.' r,/ ri) r Shear nailing /•., , lifkik" E`i / 1 Upper floor edge nailing --t,,. ) ( 2 -1- - L maDh below '''s ---rsf I. , t• . 1 11"1' f„ 1 11 lq-'' L.. ...f-- , Shear nailing ,7 A roots l'\., 1-I-1-%it . / • 1 1. 1. i• i. 2e each Side et ( . 1! ( (, . ,• i 1 1 / 1 , 1 tp 1 f, Edge naifing ' .... . 7 , . ..' 1 Sheathing ' "1 / 1' 1 .. / 11 1 .1 break , .rt, , ABC SCHEDULE 1 1 I t Web Mocking . . ..'1 1 t ,_ I!A(. -f- )1-1- / ((1 ; r / 4.. ,/ Sheathing _ ' '' 1 Roof I Boundary Clip) . 1! I' t r ,....4..i...,, / _44,.. ,./. , 2'max 11 - ,' - Ceiling plots or truss -- .Blocked chaphrogms only-)111 f ./.., -,...-' .9IMPSC.. WIS. , .6, ,PErc 6sECE to .,. ....6-si I. Lower Boor edge naeng .la(,.. , Req nailing t„)Clip spacing, •e„sc,,,,,„ty,oc< , ....A1.I.eE6x,.., „-..,,.--4, ,. Bonom chord- !, / 1 il V ; 47" - ' Lower Moor staggered /,% !' 1 i--i Edge nailing -I 11-1''''")-- 1 ) GI, ,0#.,.L...., - ( ' ( 1-A Edge nailing--'''''' 1 ', 2 x skids „.,.*! . 10d@4* '12'0C. .i.; --, '' 1 i 1.1 1, ,.„,v„.,,,L, Sheathing,See i_I lbEE ..,E. ...sE , Sheathing- - -air t....4,c; .„ • 1 1 P. i lin SECT. C C Rafter/Truss at eaves ..... ...... ........_ ..,........., ... iirm ........._ . _ ............_ Scale'1'a 1'0' 141 led each side _ Interior shearwall parallel to trusses Beveled blocking at brace _. . „„_) --- , Floor joists paral130lel . dos at blockine , ,„„, -„tt Scald 34',l'0' Interior shearwall perpendicular to trusses . Scale.1'•l'Cr Boundary nailing into lookouts Of i ‘41Ma I- blocking adjacent to brace Sheathing see schedule --- J., ' 8d commons @6'o c . 1( INTERIOR ROOF DETAILS , iBlock.inpgcmthdsheat nesting j 'I..8 1 s, , - ( Floor sheathing -t )4'! f , . ( Shea 04549 - -s-4- );)1, f1 \C) )! -1 - . , . - L ., m .11 A . , .'05 , , _ 2x blocking with shear netting ) - -.Floor sheathing Upper boor edge naAng -...) \ 1 1 1 204 eat stiffener' f'1)-14 1 1114 into top plate See schedule - --- Nailing to match shear wail 6\\ ' , / Edge nailing ( /F 4 i ; / ,.,- edge nailing requirement. Sheathing to match . .. , I -- Nailing to match shear wall „;),\ )27.,Ads.......y(stm.A.ss. , 216dx 416ang6n1ted"Ixace---. 7 -- . , , Shear nailing see 's 1 INE=1.111111.1111111 edge nailing requirement , ,._., 0 i / • ' schedule i Sheathing ,1.1, 'Stiffener may be omitted• , -Floor sheathing ; / / , 2x blocking ( 1 ' -, 1 brace is less than 6- 1ft 1%\ / / ! break 1 , '1 // / i 1 r may . Framing clip(see 1 ' SECT. A-A Lower hedge nailing - schedule) 1, ';2 1) , ! 1),Ai ! ' . • ' Scale'1 12'•1'0' \ ! )1 c tit! "f" 0 i f .*I.,)1! ..• oof , ! Lower boor staggered ;• ,., edgettadng ,..:,„ ,Ei..--, L..1 i : ;. . Edge nailing - 0 (.-") ! ,, 1 • 1 !! A 1 Connect joist to blocking 1 eh Sheathing . .. --r11 ) ; Boundary nailing into blocking-- t, troth shear naihng 2x blocking ."' 1 t 1.- -Edge muting Sheathing see - 1 ) 1 1 1 s Top chord s Edge Nailing Structural sheathing CAC clipCwww104 `.; 6 Sheaf nailing_see % --ii- - 1 , , .-- 2o studs X ' 1 11(()!'))!;'()I.tJI.'t‘.,()1! schedule ----- - ., 2 x 4 angled Maces 40'Sc -,g- Floor OWL , 1 ! ., fl 25 studs. ! 1 „ - Structural Sheathing .. . Floor joists perpendicular Scale t .t r COD .6.' S b ). 111.......4......, , II I 11_ s tl 1 11 : i 2 04 angled brace _ -__ _6 44)164 NOCking to brace r.ogrwa Gal3le end truss SECT, EPS rmig Parallel to joists ... rp Peendicular to joists w., — i 'I EXTERIOR UPPER __ ... Scale'D•1'0' Scala ,1.2"•c 0' r _ -- ' = INTERIOR UPPER FLOOR DETAILS i FLOOR DETAILS , EXTERIOR ROOF DETAILS , . ,. 2x studs 111 20 studs - , 1:4 I." '''. ! 2) t Sheathing see sk &Aida with anchor 4 Sheathing.see ,L., )). Mudsie with anchor „, 11 schedule r=::u--,:' schedule - fi),),, bolts,see schedule ,- , .6,4,47.,,,,:,c,' , bolts see schedule ,e1." Sole plate wan shear w.1( ' i 20 studs - Sole pAte with shear N l ,- DeCking S.,-.4,(1.42 ., e' / peeking ,C' nailing see schedule ' s SEs f.C.ED,E - 6' b, , 1 naOing see schedule , 11 •_. _ Sheathing see b / ! :;,:it Z x:!•Vt .-. Edge naAng .( schedule - ,ttf Edge nailing — . id ......e,., peioxioeiC)„. Medalschedule,see hedule . 0 Ice requirements 1. 1 ('• _1'..,,_ Edge nailing ,Floor to mudwil ' ' - , . . 25t SNOW LOAD schedule . EC,...E.nu,s1sc,- ' ,.. . , . - Se..1 50,- 1 ., I 6 .., shear nailing t 1 . ,., SEE SC,..E.7.-E t see 2 1 ., I . t ! •'-• . ' ,1 1 f ,... . ; . ..2, , i . • ,• ;, . 1 , ,i i-r L : .:„.....„, E, , ,--,,,.:„:„,iri.li, -iT L;:,,,;-;i4;1! Fr- [,, , 1 . - , ;1;,,I;L.,]1; . L ...; :ii:...:11.71:115- . • ,7„...-..Lir'',=- • • 7!...2:"1:::',il-''' ,:f f I,,,!.. g .`._. • ' MiNNIMMIIIIIM : Interior post and beam Standard A.B. Detail Garage slab Post and beam Girders hush with m2230CE udsill _...._...__.__...__ Scale.r.1.0' Scale 1 S''•It 0' Scale 1*a I0 Scale r.1,c . .... ..... INTERIOR FOUNDATION DETAILS EXTERIOR FOUNDATION DETAILS .....,..,,,„...„. . ..._. . .._. ......._.... ..