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J1/ /Air R OW E L L 10570 SE Washington St Suite 212 II ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS t 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 � ° PRG,. Rowell Engineering Project Number: 58387- 160119 �� i7 r dor. Ao' � ri ;'>: DEC. 91, EGD 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 , I ,- - -, , , ... .. . ........_ __ _......_. pes`.13 'I ', It,. • 1 i P 1 1 il ,-- - 1, , I .21i l'.. 1 • , , : 1 I > 1 ,, , ._......... l I f 1, II' . li •-- 1 '. I I, 'T-- ,,J,....,I-.•1"---'-'--it,_:-it.,--14,.-"'; r--- —-- - '-',1 1 ',' '-- - 1 ' -----. 1'' -..,. . 1 I Ml lk M2 i 1 i , 1 i , 1 1247A --'0N-r L__--=',._E '/4„. 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Pi-j4.- ENGINEERING,LLC c ts.-t 1 E Ii.7 i ,....,C I0t7C NyiTTLAM,04 gip r3 t m IS,11 2,t 4 r-6. • Page 5 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc WIND LOADS LOAD AF AS 1-HOM CAD LINE - A B C D LOAD mean roof height, h= ft 0 b least horizontal dimension, b = --50jft 0 0 00 a=min(0.1 b, 0.4h)>= max(3', 0.04b) 0 0 0 0 0.1b= 5ft 0 0 0.4h= 6ft 0 0 min= 5 ft 0 0 0' 0 3'= 3ft 0 0 0.04b = 2 ft 0 0 max= 3 0 0 0 0 a = 5 ft 0 0 2a= 10 ft 0 0 0 0 roof rise, y- M1 39 11 91 15d 3438 roof run, x= 12 v 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 B = 7.3 psf 0 0 C= 17.2 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 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 1 Page 6 • 4., , /._ __ei..2:. '4,/,••__ I --s. 2 1 1 a....f /ING: '. "IN INC.7.-. ==11 fr,,,,_..."-=R 1—...... 1 1 I I i I I 0 0, F__________jir 1. ,--= 1 r 1 = , I I I I I I I - 1 1 [ I I 1 u Li Po- •E : 1 14 __ 0 0 i , FF CE SUE-6- 4\., 7.Q.5,) iN. I 11111 ' I I 1 1247A 1\ 141\ -'.-7---LOO ___,/...,•\! ionNM II ROWE L L ENGINEERING,LLC 66 9,6 ,A,6, 6666 6 2 -- — ''-' 12111111111•1111111111111111W w.a. V :H, z 1! a.4 ., , N.. a) ,: c» CX$ 1 CL et.ttt-t a Vit. I , : iNjam , 1 \ ....., i – i • SHEAR WALL SCHEDULE • . .21) 2X 0.2 0,222-020 ' 0C . HOLDOWN SCHEDULE • 1 IIIMMIMMIMIMNMMMIOE__f ffiliCiliiNtl — -,- . - (2) Anottat tto,tt, to tto%", ..-LO,Is./to r: 7'220 22,n22; .,. 0 442:34221P(7,04, ''433 IL NE' CAO 0c, APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) Q..,g I Se....:,gi:.:22 -3, 2222)(3ii"-3 002'4-3 00-0,22 2,32,2,01 222 02, AO.Oittot A , ('ASTENER3(.3).(f.,M 0),( ,o , A 7) , •-- L.E e SPLL rE , I ALLOW ..,,-.„....,.. .A0A<A0 ,,,,,, 01,,,,,,00/0.9 4/.. PANE: i---- -3")NAIL,NG (" 0,-,r, , : NO TES I LOAD '0.,) ,Iter:wedi0,,e'f.',,,,.AL.483;4'2'..)C, '''.,,/ i ....',.),Llire,,. ox i 1-114:KNE;41 . , 0E: 04 : (212t. 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' 22!1:4. 0247 "2" 0 1(2 22:22•02 2,2,2( 02-3 20 22223 020222)22 6,022 ,2".. -2 615717 2: )32)“1...,.,...r. li) „., , „,, ,, ,,!, , : -, 1„,...; ,0. , . ,, z i ,„,,,, „„„.ii 3,•;....-- .V,.,,nt c, ,,t, tae.t.,ge r3,-,j,.., ',,-5 7;::,0- ,,,-0, ,''o'':".,«,"o i 9--L' ---i— •- 23 – , , I ' 7-'7,:,::::'.0 it."''' 2.,,/ .. : 3X '..,'2' CI C 222 (4) ,- • r(0”CX(3)" 2220.22 • -101.ci..'...), :,;., ,,,4.'''' ' '...6-,,,- 01 MST 37'0,1-,c) 00,.coo,,,,,.0, i ",„:, 1 • i.4.: P.-..,,,, , I I 1 VS(C42*/)14) (60 23602 220:en n (0 2 22 252 X ' i t (10 502) SS. X 63"3 22/(22( (no c,rn..,,,,,, 3.,-,,,s,,,.., ,,,,,,, ,,,": .. : ,--F";±; - ,,,,?,C,,,,,,,,,, 7:030 iirig2‘ .1 m.,.,748 y.26:1,7) 76, .rOil....:5 4 gig,) 1.1i1 ge gtegg. : • " f g i},, .,.: ..,... , ii a, !i2,..3-i. 2X)zG ,, ,.,.c.0 .4, 1 i0,., ! MS,C52 ./(22 ; ,;,,,,ec...,,,r,enc. . . N. . i '0,02 . 1 ' 3X: ) 402 ',7 C A t A. SDE , ' R” '"!-"2 ! !',!2)29,10, 14 A 720 ArA 252) 162 ,oro.r.0.,.... ..,,,..,,s 0..,..: ,,,,d -.,..., t!DU-X, ' ,XX''6342"..""23 2, s00 .2.1 1 0 )-0/{.23) •,0; ,0 0000 00,too s. , , 000,,00'004 09' i 007a::0 40,2$22, t,..,,.r....,.,,,,,,,r1 _ . ,...— '-1;:!:, '.:,i'.Y',....;,4",..:...,...1 4,,,, 1: . 2.5" o C.! „ix ft, O.'', : !;ee! ' •3‘01 ! , AA.)226 :A ! t..4);(8) ' ''''''''` (''' ').! 7,6,-:- ,x),x2,)),,o,,,yx-x,,,,,(2,(,),( ,i.5.5:.. ; qik.41.,,•, y„,.,,,,,, .:, • 02 ....... r-- , , „.... . ;04)3,,- ,i),e.rtcu.r.2.1 e..,:wri Or. IO,C.-, rAr, ....J.,i V .,..,,," ! , . ^ 7- :•!!' 3!!!!.. ! 2) )C : 33 i 13 001 : 3t, : 1,t40 1 ''''''''' I , . LI] 1, . xxxx ( ( : I • ( 226.2. 3232,02 2, . 3 MIN. H/3.5 Page 8 LI T • �T 17 SIMPSON °MSTA36" I . I 1 1 EA. SIDE, (4)-TOTAL 1 H 2X CRIPPLE WALL OVER J• L , • 1 J _ - L-_ HEADER, W/ 111/2" SPLICE - - -• — — —'a JOINT W/ CONT.NAILING HEADER / (CONTINUOUS) \ _.•::://.. ff•-_ /L - I -. ` CONTINUE HEADER O .I•, TO BLDG. CORNER 4 Z I•• NAIL SHEATHING TO Il .1. . HEADER W/ 0.148"0 X Q I•.I 21/4" F.RH. P-NAILS fil in Z •1' .• 3" O.C. BOTH WAYS N I•, CAIRAGE I- (OR OTHER OPEN'G) Z it _ IS/32" APA-RATED SI--ITI4 G O 11-1 ,FROM SINGLE SHEET, j'1' FASTENED PER SHEAR LI Z SCHEDULE SPECIFICATIONS I. AND NOTES Q \--N, • • . _ - BLOCK ALL PANEL EDGES 1 Ik r PER SHEAR SCHEDULE Lli .I I1 11. , SPECIFICATIONS 4 NOTES II 111 I—• ' 11 II• ' REBAR 00 GRADE z• •1•II 11.1 E ••�I III• SEE SHEAR SCHEDULE AND w III NOTES FOR HOLDDOWN SPECS `" U •I I1 • • PANEL WIDTH 11 — -- 1/ (1_ I� *3 TIES co ;• -L ` II II II II 11 , (0 a) _ Ili — II--=Ibb Q Il 0 9II *3 TIES II u II U II L E 10° o.c. a II II co PLAN VIEW OF (3)*5 II II STEM WALL EACH SIDE \II II II \ II 11 11 �4 CONC. SLAB --II--—Ir+ _ II II II II II I1 II II II :SI MIN. 12"x12` CONT. II "5 REBARII W/ 24` HOOK FOOT ING A GARAGE TOP 4 BOTTOM e CORNERS DOOR W/ (4)*4 CONT. 12 N4R1ROUJ si-EAIR PANEL NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 r- IEMIIRIJEEG25IN PIRAUJN BY- 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 Page 9 EDGE NAILING f (2) 2x OR LARGER EDGE NAILING DEPENDING ON H.D. I STRAPS 6O THE ) HD CMu - ,.1VV -, �-• II LARGEST OF THE (2) 4`• (2) 2X OR LARGER %� H.D'S CORNER 1 (DEPENDING ON H.D.) / 0 j 6 FOUNDATION I 6 UPPER FLOOR CO" 1N D O_DOJJl\ OOiN ,= e1 SCALE: 3/4" = I'-ID° M1E-HD DRAWING NOT TO SCALE I0WCED,,11. --AR EllIMIREL131IN D12AUJN F)'- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23_11 10570 SE WASHINGTON ST. STE 212 PH. 1503) 254-6292 PORTLAND. OR. 97216 FAX: 1503) 254-6761 , PanB.10 DATE: 04/07/16 PROJECT: 1247A- VVindwood Homes, Inc ' ,wm12208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE -2012 IBC BY: J.Y. mii .j1 - II mum Adjustment Factor for Building Height A 1.00 Increase 110/B wind loads by 0.83 to obtain 100/B (S =2/3 SRA 0.850 1.2SDS 1.02 EIMEMILIMEME snow load = 30 ^ upper: mean roof height, h = 15 ft IIMMLIEBIBIMMI ^ ovvecMAE V=1.2GouVVcu/R ASD Load Combination =V/1.4 WDL ASL] 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 O O EXT. WALLS 10 0 6 0 0 INT.WALLS 8 0 0 0 O' BRICK 40 0 0 0 0 TOTAL 0 ]A O MAIN FLOOR ROOF/CEILING 15 3810 57150 8968 6406 FLOOR 10 ' 0 0 0 EXT. WALLS 10 9 278' 12420 1949 1392 INT. WALLS 8 9 200 72001130 807 WALLS ABOVE 0 0 0 DECK 10 . 0 0 0 BRICK 40 0 0 0 0 TOTAL 76770 12047 8605 LOWER FLOOR ROOF/CEILING 15 0 O 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 19620 3079 2199 DECK 10 0 0 0 BRICK 40 0 0 0 0 FOTAL 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 (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis 1 ag Load Type Tag Load Type S 260/260 1 1500 nMor1ex36~ 6 2684 STHD14RJ A 350/350 ' 2 3430 omnr12x*8^ 7 5090 HTT5 B 000/080 3 4700 nmmr12w6o^ 8 7870 HDU8 C 890/840 4 6210 omoT,oxru^ 9 9535 ' HDU11 D 980/080 5 8350 owar12x9o' 10 14445 HDU-14 E1280/1280 ? _. 14448 to high F 1540/1540 Page 11 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc WALLS LOAD WALL SQ, Fl. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES 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 b.0 0.0 0.0 M1 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 0.0' 0.0 99.4 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0. 0.0 0.0 a.a 0.0 0.0 0.0' 0.0 0.0 o.6 Page,12 DATE: 4/7/16 PROJECT: 1247A- Windwood Homes, Inc WIND 118/8 _ 100/s SRi=AR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 0 t) 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 O 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 O 0 0 0 0.0 0 0 O 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 ml 3438 3438 2842 40.2 86 71 M2 3438 3438 2842 28.8 119 99 M3 3568 3568 2949 15,4 232 191 M4 3067 3067 2535 15.5 198 164 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 O 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0 0' 0' 0 0' 0.0 0 0 0' 0 0 0' 0.0 0 0 0 0 0' 0 0,0 0 0 0 0 ' 0 0 0.0 0 0 13511 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0' 0 0.0' 0 0 0 0 ' 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0' ' 0 0 0 0 0.0 0 0 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 Page 13 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc SEISMIC SEIS. I 01 AL -SOH. % SEIS. MAX. ADJUS I 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 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% 6 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% 6 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 6 M1 X 8605-1746 46% 3941 0 3943 98 1.00 1.00 98 M2 X 8605 2063 54% 4659 0 4659 162 1.00 1.00 162 M3 X 8605 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 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 6 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% 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 1.00W 0 0 2199 0% 0 0 0 0 1.00' 0 0 2199 0%' 0 15' 0 0 1.00 0 0 2199 0% 0' 6 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 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% 0 Page.14 DATE: 04/07/16 PROJECT: 1247A-Windwood Homes, Inc WALL SUMMARY WIND Narrow INCH CONTK. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. 0 0 1.00 0 0 0 ' 0 OR0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 OORO 0 0' 1.00 0 0 0 0 OR0 0 t- 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 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 00 0 0 OR 0 0 0 1.00 0. " 0 0 0OR0 0 0 1.00 0 0 0 ' 0 OR 0 M1 71 1.00 98 X - 98' 883 S Sr 0 OR 0 2x M2 99 1.00 162 X 162 1456 S S 1 OR 6 2x M3 191 1.75 519 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 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 0 OR 0 ' 0 0 1.00 0 0 0 0OR0 0- 0 1.00 0 0 0 0 ORO 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 O 0 1.00 0 0 0 0UNO 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 0OR0 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 0 ORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 ORO 0 0 1.00 0 0 0' O 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 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 0 OR 0 .,_ .....„ ./...L._ - „... _ , . „...... ....., vim-al-m.1141c , I--- : ANALysis , • ••FRAMING CLIP SPACING SCHEDULE 0.C.* GENERAL NOTES LEGEND LESE NOTE, : 2012 IBC 1 „„...... 41 • AA. ,f,,,,, OF E,c,::::4.S...E.:^..R,,,;,,a.LL ri,15- -6-E- NA1 ;.-.Fw ,S C.CNNIEC'Er; 7o.,- E.--- FROOP.64;;;;./..."7-,INC"..OF ! I Ex= a ...... ' .)A.,,,,., ,,,,,,,,. : • ..<2,', ,',' p!,,,,..:f ',,, Fi...00 5A NO 'HE SOTTO"'ON540- ' ,Z1F tin3 j W ,JALL:',.J57 eE CONNECTED -C 7,-,E , —, c W ' , ; FLOOF Sr-E4Cti-f.N:L-OF FOLINDATION SEE ! , .,.,'",,,:-8t1,1 t. ,',,• ' 2" ti,"..)S,,,,,,,,,,,,r.,,,,,,,,,,-,,,,, q.',Z...?,D,,,,, ,,.,„ ,,,',..,,,,,,,,, f" W F:O4L GONNiEC'',ON DE-141LE;,-(...----- AFPRO.F..47E CONNE0T'ON ,., , Oft Z i V 1 Et .,_•.< ..,,. 7 ::,",':',','-f,',' AE. (,,,,.,,,,Iwo, –1— T I eontert 0,,k.% (8),..,,,,,,,,,,:4 1.,.,,..,., • A i .!,' r' A. r.-- f.- — .8,c ,, - 5,51 :.., 1 \ 1 1 El-- , ' •+,..1,,,,,,,r =0^,th,C5'1'.5 -€... ,T,..,2,-,, , :•.::.i. , ,60 , .. c`E:.3 5 . ..., , • SHEAR WALL SCHEDULE • , . r, -Etsk+11-7:4FIAJ.) III ; APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) 7 ., \ . ,.. „,,;[...,,,ERS.,,, {`.. ,,,..,,7) ,,,,S.,i S,...P,A TE -I .. '''., V,,,,....i.,Z„,4,, ---- I.,,,,,.ML-1,....C, "-- ,---..,-§--;r.,,,,11,.: ,L CAC.! \ Er. 2 .,/ \ 0,, „,,,, I.,, ,,.. I , ',, ,,,..i N., i Y , ,;, ! .IS C',..,7',":)CO ,„ , ,.. . ' ',./'NG.: .4 .. „ „ , C, ,' : ',, ,,” ' ;'0..,., V ,--,INN',7- , -, , -,— . 1 : • : \ / \ .., . , . ' ON .,-- i ... . ... 1 „ i rams( r , J ..\ i . !mai 1 . ' . ,,.. ,. -1-• --t '. t --1 1 . 1... , 0 nc ,., ,,, 3x ii." 1,,,(.'`) . ; f); 1 . ... , , ! , .., i . , ‘440 , , ') ', , • (,: 1 r...4 ,:,', ... . , t 1 1.,1 . , A A. A, f.,1 ..... ,' r.. :ee 1,4 IIIIIIMIMIIIIININ '...... ,/,N(...74 . ..- - , id> ..., ... 1' \ ....--.....= ! , . 1 I ....: ' C...) I . „ . 1174 — , 1........4 ,z- 0 I . ....... . , , , . , ... r 1 COD , , FT-1• \.. / ,, ,.• . . . C.> , . 0 0 . : ..,,,c,...,,,,,..,....,..,....,..., . , , . , . . / . , . \ I , . = . \ . , , 0=F[0-'7-:".:JE 5- ' . . /. , . , . . . / "----41• 4"------- \ i C:>' , . . . .. • HOLDOWN SCHEDULE * 4)- , ., . , . - ,.. . .. -, . 1 ... .- • , • e ,,, .1 ..,,C.,a,, , • 7%' • ' : . \ , \--,-'7' 1,,.,,, ''''''•`''''''''''' 1: ''' '''.'',:',7,',,'''''''' . . .' / ‘. C , ' '''' , ,‘ ' 2.5.f SNOW LOAD Lim ,, .4-(t, ... '"'"-` ... ,'... .., . - i A, AS=I (,:,:i;,-.'' 1 , - , , A 1 " ', .0\ s-,, ,1 ,,-..''',''''''''-' 0 , - ' A, 1:7".,.:,',1' ,,.. ,,...,,....., !. .,-, , ..,,, ,,,, IIIIMIMIIIIMIIIIIIIMII I ,N1/...-'.IN F;_00r,-). _,LL.,'N . '--''''"' '-' ' {..-%'+•''';'.:+:Ft V I ':..; ' `„i0..l,e.,...e.1' .......„..1247A.„.., " 1 1 .11( .)1i11.) I 1', • qt. • 11 ?i 11 • 0 ;rs, C.1 ---I • *1" ti 11 ' RN WINDWOOD HOMES INC „:„ n. ERNGOINwEERIENG,LLL4 160119 _..„., .. TYPICAL SHEAR WALL DETAILS jo ,i I __ „ , . _ _. _ ..._ _ . ,____, _ , ,_ _____.. . ...1-1,,, .,T,.r• I . ,titif Boot sheathing LH Z.., ___...... Soaihng ---- '. Root ratter or truss re 7 , ,. . W ',"; „ i SEC clip required al blocked , , . I diaphragms{see ABC schedule) Beveled blocking ,. 1 a"fi Z Simpson lit clip 24"ot . ,,„, Boundary naging Eld \ I" ..0 no zTop chord commons a 6'0.t UNO \ i,,.....:, *dm W, f , , r 1 I .....14.-. 1/i • ,..,4 . %'_ k,„011' 6200.5..,Z.4.-.4••,c,., 7,y. ,,,• \,), ' ./ • NW' '''':i'' ''' :i • ' ..•- t; 1- Sheathing to -. .7'''' , , H.. march boor, -- / -..1 / Shear nailing - / },.. ...-.,„ , .,4 /i / ,, %.' 'I 2r idodong 2h each side of - , , , , , 7 : Edge naihigg,- . . . se,),,,,,sdiedebtock.ao,sng,,ai_b,.. ,,, , Rik SCHEDULE blocking ...1 " .! 1 / ' / , Sheatlong (Boot Boundary Clip) ..i -,-- -, , '''.i 1' 2,mud,,,,0 -- -: Ceiling joists or truss - —', Blocked diaphragms orgy ; r'' - 4 r - Sheer nailing . 1 ' ,Reg naiing 'Chp spacing 6.4C,0:„..t.G1.-..c ,- . •,-1,..SELO— l 4-,. --p Bottom chord, .-,,_ I' 81106' i 36'oe \ I '... 1,,,,,, 5C-4:.,b.,...C.• ,., „,,,i Edge nailing ,'[b.-, .. .......Ji i I 10d@,4' 12oc '. . 5.4E,,,•••4C• '61 1 i ,, ;><5-.1;w,...., Sheathing ,i`t •SEE 5..,....-E r....-E. /1 ',' I ""L'-') Rafter/Truss at eaves I OIN9 61 I \ SECT. CC ._ ' Interior sheanvall parallel to trusses Scale 3,4'6 1'0' Interior shearwall perpendicular to trusses L30 clips at blocking . Scale r..r,0* Boundary nallhg tnto lookouts or i . . blocking adjacent to brace r.....01 .,,,\\\v,.. , ,, 1 r--4 8 ,‘ 1 Stocking with shear naihnig INTERIOR ROOF DETAILS . , into top chord - - .. 0 i , ': ' .,.// '•_-P._ ...7.1 16dt6"oc 0A 1.4 2 x 4 fiat Oftener' --- s 64 [... Edge nailing --- 4: 2 t 4 angled brace ..'.4'' Sheathing to watch ' , (..j..• , w (all , 7- N Ar // / 1 .SIttlener may be omrhed Li i Iiiiiiiii.M111111111 it braco Wiest than 6 E200,h,...44. : . 'i :,,Os.,-„,.. m El./,-,ti,,,,,„.,,,c, ' --_ -,...E . , C.,• .',-.c•••-•7,, , tik-„,.......1,;27.i.,-,.- ram - Fing clip.Ise6 SECT. AA'41 ../' ) - Scheddo) PIA A7 Scale.I l'2' e 0" '. :x Q.,,.+478R 8 ' ."':li ij l....'' - r Ir.:E.ENC,N4 G.,-,:7--, ÷,1 - ';-_.t7.'..'c,..,,,... - pi. ,, ._ Edge nailing Sheathing47;.k \' [J 0 . Sheathing . 4 ) Boundary nailing into blOCtimg-....„„ 2 x Studs L30 etc. •-' • • ., , , il P ' Sac chp Fop chord ,,,,1 I . '. t !\ 2o 4 angled braces 4S'00 r-C,,,'''',"'''''1\i----"n +-.0': ,I...:!-- N, ,...,...4 1 il _k___i__. ,.-'- ,...i''. ,1 — ..-.,, ....... 2 e 4 angled brace 14116d blocking to brace .- raterw) Gable end truss SECT B•13 , Scale 1 ..1.0. Scale 1 1,2'.1 0' . ,,,' 's-''':,:t-If P-1,-1•-•-.; :27-pf.i7-. .Pt, .4,.:( s.,,'v , ..*-7-77'-'\"4---4---7•AT—'-• =, EXTERIOR ROOF DETAILS , ., .c.,,,,,e ft:40ER • it::: fArt xxftt,,f4"0 k ;a•t.4-frrr,,..f.,• 4 tiiSfE 4 .E2 ' .1.1 . , i , 5 m..5C.•e..5....-: 2x studs - , . . / pF,..q--,,..-.'-.L'E 2h studs . rrt't 0,-+Ert aap,," Sheathing.see , Mudsill with anchor Sheathing see .d'ed,*' ' ,... ‘,. i bolls see schedule * , Malta writ)anchor s-.1.-2.,....ATEr'e..,.1., ,' '... 1, v55..'t 4:.' E i schedule ' Sole plate with shear •.2 , ,., , , R. , hobo see schedule ` .1 4 , ,,- ttVE,EC.ft.tfrEatIt 2x studs , , 4 : nailing see schedule .. I. . : r-,ec mg .Somle.gpla:ee:In,tchhtheaut .'", :' , Deckin • 2: c__ !, 9 1 ', "k. t0ft.044.E Eft,.04,0, ri ; . - it, 0 C., ....L s.41E s Shealhing 666 ;1 .^' ; Edge nailing '. , v, ,. •, I \„.1 treE-5,•,•,u,..._r_ Edge roiling — schedule. ...1 .., '' .' '. PER tx"L'A.erCfEL,14E -r- f L ' Mudst see schedule P _,.................... Jar requirements I('-' IR 'Ee-R.6.0 Ch .o..7,E., ,, . Edge nailing .il''''''''l'''-` Floor to modsill j ' ,, ,•,? \ ‘. ..,.. .,..! shear nageng, • , 5..-• ), ', '1// I : / frEE t-rEtit 60frE0.1-E ftS see schedule - , .. 1 . 25#SNOW LOAD * , ,,,I,iv ,, ,;.if/, ,, ,,, ,,,,„.,-Ce c.•....„,..,t1.‘,...,,le.....7.fe ' ‘,.......... ;, ;,,./ . ' /fl-4 '4' V \ 6 6 0 6 0 -„,, ''..j 7't 0 0 0, 1 L :fol.', } 1 E --- -' - * io 4 ..,_,L.,..vT.,..,,,O. ..;.,.,_ i.,. -,.. 1 . • 4, , '''",.,''',-7.4.41-frt, Standard A.B. Detail k .,,,, , , I Scale-IC'e 1,0' 1 . . , , 1.1.1111.1111111111.111 , Interior post and beam Post and beam Garage slab Ceders hush wan mudstli 1247A _ ...._... ............_ ....._ Scale.r.l'tr . NO .5. :_ , Scale 1'..l''0' Scale rut*Cr FOUNDATION DETAILS , z .„..:. ,..,..,....,,.....„..: ...