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V0C36 R ov 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 LATERAL ANALYSIS March 1, 2016 : 1gip, 4 Mascord Plan: ,Olh 2230CE - Windwood Homes, Inc Olson Woods, Lot 7 Tigard, OR 97223 ! x $ 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 PROrts Rowell Engineering Ac,���C-�INF� s,C� Project Number: 58367 160065 fr, ORE N r. Ro nps !kJ 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 1 ,..„ . . .. , , . . . „ ., .., . „ . , ... ,t , „., _ I 1. I I :It! lit; ; _ 1,,- 1" It Itt 1,-LI t , t _tt 1.1_,._ ,IL_ _i;Li _....., 1 lir!---11 VI-!- , - Ii I . d I:!,, ...,, ...„ .... - ..- --lin .:-.0 ir.--=-0,-,,,!„____,..,- I II, I! 1111Tir-T.,----f-t1-T11 tP0TIFH7-I'll?'-i---IIIII frr,TFITTI...; ,. „---- hi, ;., i.-.. 11 1111 7.1 I-: ! 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POP,LAW V+ 972.6 ..'...15,0$:0A4 Alt, Page 2 I l', ,. . . . . ... , . , . „„....."'' . .' . ... - . . , . , ...,11r- ,, .. ., 1 I . 1 I --- ., . . ...,- -,:-------------, -,.. L.,) Ivi ,....-,‘„4....„ I M1 14114‘ 1 i ! 1 2230CE ,.,--).IG-117 E i f------- .1 A 7 1 0 N _.... ..,......._ 11....7".../t=lan ft ROWELL ENG INEERINGf LLC ,t3,0 SF 0.4.5,1,14GIV,5.1A,Slf .2,.. P, I,`,1 n4 6.7 . .........._ . , ,----- 1 , , Page 3 1$ V2 IS V3 siS , .. ...., ,. ,../ ...,.. ... . , I I .1 . . LII .. ,. • . • . ,. • , . -,..,, 3 ... _... . 1 23.3 I . .. ,.. • t a ..., [-I , , ...._...=.....................„ , ,,,, ___ . ..; ; . . ;; 1.. 1 '!.. 1 ....i. , .,,. .. I'. .:.. ....ii.. .: . ., L , 1144 , M2 4M3 is ,. ..... i 2230CE .i7---,.___,L. EE /4,7-10N aim Rill ROWELL /figfet7k/L it ENGINEERING,LLC c.:,, , c ( 7 ,c1, ___ _. .... 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TION: . nn MN III ROW E L L -(/, ; , ENGINEERING,LLC 10970. 9999,,'On 5,9E2.Y 5,k J:9 l',..1961:799 4,,99 FOR Ta 911,9 OR 9,2,C. ,A%i52 I 9,+4 996' Page 5 DATE: 03/01/16 PROJECT: 2230CE - Windwood Homes, Inc WIND LOADS LOAD AREAS FROM CAD LINEA B C D LOAD mean roof height, h =�:`2 ft O 0 least horizontal dimension, b = ft V2 29 24 57 129 2668 V3 29 24 54 123 2578 a=min(0.l 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 O 0 0 0 3' = 3ft O 0 0.04b= 1.92 ft 0 0 max= 3 0 0 0 0 a = 4.8 ft 0 0 2a= 10 ft 0 0 0 0 roof rise, y=r---11 M1 18 12 f4: 1666 roof run, x= 12 CM2 74 148 4299 arctan(ylx) = 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 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 O 0 0 0 0 0 0 0 O 0 _...._ Page 6 ,„, /, ,.. . . `1-i• .__,I / ,. v , . .. L. 0 1 . c_ 9 1 1-145TE -i id, z t 1 , .•->> 1 r F_:-., :-..;•• '-17 1 , I i i o ... L 4-,.. Lam .,;k>' lifiNNONSOMMINIE: a a E.'ON L.1 F.):, .r.- .4 . / ./ \ / , !, .. ... . , ii U / 1 $ . ......t__,., I . / \ .' ,.. 1 r , 2230CE , PE;-",-.' Fr OOR L._k-„:.N ,........., .,, .,., _ L__ Nis NE ROWELL ,i5zir49114 it ENGINEERING,LLC Cc,: llE,- 710t, .,,,,sc PP,I,,,f,Sr,I.,5, P, P,it,:PS.,,6,1, Pae7 I''L i Hz • 0 p ; El E 6 /.. ......,,,, - y I' <�,�(f?.G EAT RCt'1, I 1 v a.BbvE i e ° . 6J �/ is '1 1 li 11 y / i 1 ✓E? F-Oti- 1 ' <.E a I h I Ir� 1,_ s. . . ; :.. 0 0 le f,.4-ft ❑ ' ❑ I t i j I 22300E vi,L1N �;.00RLA=Ni ®® ��,/�� { ROWELL La%�frl5'344 lit ENGINEERING,LLC PO.,at,GM+ 071,G tnx 5903,2?R 61611 co a) C) (is a- • SHEAR WALL SCHEDULE • (1) 2XD.F. studsmax. 16"0.C. • HOLDOWN SCHEDULE • SEISMIC ZONE D (2) Anchor bolts to be 0 bolts w/min. 7" embedment into MARK SIMPSON APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) itG r% / (9) # FASTENERS CAPACITY NOTES concrete. Secure with BP -3 or BPS -3. MODEL# )( )( )( ) SOLE IQ SILL PLATE BPS%-3 requires an additional std. cut washer. No Connect btm.plate to FASTENERS 3,5,6,7 ALLOW holdown floor jst/rim/bm/blkg. N/A PANEL NAILING (3) Intermediate studs naffed 0 12"O.C. MARK AB NOTES LOAD required w/180 0 a'O.C. THICKNESSTypE O PANEL 16d SIZE SPACING J \ EDGES SINKER (2) lie (4) Framing 0 adjoining panels to be 3x nominal or wider, V CMST12 x (7)16d common For equivalent options, w/noiiing staggered. 36" Long nails at SDD at each end. see(10) .e. 716; 1%2" 7v(e" (5) 0.131'0 X 2}f F. RH P-naU may be replaced with or 0.131 y x 211 6' O.C. 6" O.C. 2X 48" O.C. CMST12 x (16)16d common 0.131.0 X 2X2'common nail or 0.113'0 X 25-hot dip nailsat each and. 3.430 For equivalent option, 13 F.RH.P-NAIL tumbled galvanized box nail. 2 48" Long see(11) • 6 0.148"0 X 3"F. RH P-nail may be replaced with 0.1480 X CMST12 x (22)16d common 7 ( ) Long mala at each and. 4,700 For equivalent option.. q v(s 3' common nail or 0.128 0 X 3"hot dip or tumbled 60 or 0.131 V a 211 4" O.C. 4" O.C. 2X 46" O.C. U) galvanized box naU. (12) 1�`S2" F.RH.P-NAIL •SSU 29 18d canmon la 7 F. RH. P-nail"- designates o full round-head power nail. J CMST12 x ( ) A ( ) ��/J 72' Long naps of each end 0.210 V 746" � (8) Minimum 4X6 post 0 each end. or 0.131 i x 2$" 2" 0.C. 3" O.C. 2X 13" O.C. see (4) CMST12 x ( ) 0 (9) Holdowns occur 0 each end of each ehearwall dc fasten 39 18d common 1' " F.RH.P-NAIL 3X 34' O.C. Z to min. double 2X studs. Wall sht'g. shall be edge nailed 90" Long nap)at each and. 0.350 to each holdown stud. 706 CMST 14 X 36"L w 8 Retrofit of conith ete N Or 0.131 p x 211 2" O.C. 2" O.C. 3X 9" O.C. see (4) • (10) /( )16d common each end. STHD74RJ (30)18d stokers. 3,280 spoiling concrete wills �Sr� lisMST 37 w/(10)16d common or sinker each end. occur 1732" F.RH.P-NAIL 22" O.C. MSTC40 w/(14) 16d sinkers each end. Eaulwbnt option 34e" 11 CMST 14 X 60"L w/(22)16d common or sinkers each end. HTT5 (26)16d sinkers 0.080 le m HDU-5 Or iii)MST48 w/(16) 16d commons O each end. SB3(024 W/((1) 'X 44* 1 0.131 p x 214" 3" O.C. 3" O.C. DBL 2X 20" O.C. see (4) MSTC52 w/(22) 16d sinkers each end. EA. SIDE F.RH.P-NAIL 3X 20" O.C. (12) Min.(3)2x or ex CMST 14 X 72'L w/(29)16d common or sinkers each end. HDU-8 (20)60934"x 2J1 7,670 ecrewe,SB�,;x24 with studs nailed together Rs MST60 w/(23)16d common each end. w/18d sinker O s'O.C. or MSTC66 w/(32) 16d sinkers each end. (30)SDs 1i"X 2Y!screws 414 1 3s2v 0.131 }z 2X2" 2" O.C. 2.5" O.C. 3X 16" O.C. see 1280 1"0 A307 threaded rod A.B. 606 poet req'd EA. SIDE F.RH.P-NAIL (4),(8) �fEb 03)Use SSTBL In place of SS1B where 3x or dbl. 2X plates HDU-11 w/2Y."x2Y.'xt"Porte o BPt 9.535 30X30:02"deep min.ftg. occur, btwn.(2)note.Min 1e"ftg. raid.0 is.anchor bolt. embed. (14)May use an HHDQ14 In place of HDU-14. Q6)SDS W X 2W screws, 6x6 post read. 1 0.148 0 x 3" 2" O.C. 2" O.C. 3X 13" O.C. see GHDU-14 1 e A307 threaded rod A B Heavy hex nut reqs EA.SIDE F.RH.P-NAIL (15)3X plate required where shown on foundation plan. see 14 w/21j"x)nuts. or BPt 14,445 36036012"deep min.mg. RE vvv (4),(8) ( ) btwn.(2)nuts.Mln 10"ftg. embed. req'a O ea anchor bolt. Page 9 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON H.D. I LARGEST OF THE (2) H.D STRAPS 9 CORNER In 1 LARGEST OF THE (2) ► MVV loll (2) 2X OR LARGER MR RD'S g CORNER II (DEPENDING ON H.D.) '0—1 - ' _ 0 FOUNDATION / 9 UPPER FLOOR CO'51N E OLDOLUN ' COIN 2 SCALE: 3/4" = 1'-(d° COMBINE-HD DRAWING NOT TO SCALE ---A- M IEMPROGNMI DRAWN E31'- 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 10 DATE: 03/01/16 PROJECT: 2230CE - Windwood Homes, Inc ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2012 IBC BY:p-V---1 iiii - i timmi Adjustment Factor for Building Height A= 1.00 Millavaa'40 WU. I Increase 110/B wind loads by 0.83 imarimaimminp 1 to obtain 100/B (Sc,s=2/3 SM 0.850 1.2SDS 1.02 IIIIIIIIIIIIIIIIIIIMIIILSIMI snow load =agmai upper:MM. mean roof height, h =SWIM ft IIIIIIIIIIIAIEIMIIIUZMII ower:INIMIll V=1.2SosWoL/R ASD Load Combination =V/1.4 wol. 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 2297 34455 54073862 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 6196 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 2260 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 Load (pit) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMST12X36" 6 2684 STHDI4RJ A 350/350 2 3430 CMST12X48" 7 5090 HITS B 600/600 3 4700 CMST12X60" 8 7876 HDU8 C 896/640 4 6210 CMST12X72" 9 9535 HDU11 D 980/980 5 8350 CMST12X90" 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540w 1 Page 11 DATE: 03/01/16 PROJECT: 2230CE - Windwood Homes, Inc WALLS LOAD WALL SQ, I-T. 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 0.6 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: 3/1/16 PROJECT: 2230CE - Windwood Homes, Inc WIND 110/B 100/B SNEAK ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. O 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 O 0 0 0 0.0 0 0 O 0 0 0 0.0 0 3 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 1043 M1 1868 1005 '2873 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: 03/01/16 PROJECT: 2230CE -Windwood Homes, Inc SEISMIC SEIS. TO I AL SQR. % SETS. MAX. ' ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SETS. SHEAR SETS. 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 b' 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 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 0 ' 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 0 200% T 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 O 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 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 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 200% 23078 O 1614 0% 0 0 b 0 1.00 0 0 1614 r 0% 0 0 0 0` 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 b 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 1614 6% 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: 03/01/16 PROJECT: 2230CE - Windwood Homes, Inc WALL SUMMARY WIND Narrow INeR CUN I R. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR )ncrease SHR W S SHEAR incr incr pit. 0 0 1.00 0 ' 0 0 OR 0 V2 225' 1.00 254 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 0OR0 0 0 1.00 0 0' 0 0 OR 0 0 0 1.00 0 0 ' 0 OORO ' 0 0 1.00 0 v 0 0 0 OR O ' 0' 0 1.00 0 0 0 ' 0 OR 0 . 0 0 1.00 0 00 OORO 0' 0 1.00 0 0 ' 0 0 OR 0 0 0 1.00 0 0 0 0 OR O 0 0 1.00 0' 0 0 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 0OR0 ' . M7 ' 208. 1.50 311 X 311 1875 A ' S 2 OR 6 2x v 0' 0 1.00 0 0 0 0OR1) ` ' 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR o ' 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 ' 0OR0 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 ' ' OORO 0' 0 1.00 0' 0 0 + 0 OR 0 0 0 f.0o ' 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 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' - 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 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 0 0 0 1.00 0 0 0 0 OR 0 . 0 0 1.00 0 0 0 ' 0OR0 0 0 1.00 0 0 0 0 OR 0 _ v 72—..._., ..._.. .„........ 1111111111111 5-4, liw`A.N.A.g; GENERAL NOTES LEGEND •FRAM1NG CUP SPACING SCHEDULE 0.C.* ',.6.4.'F..-E NCTE A0,11ELL i IMMO...I '',•.''4," ' T,-(E TO F]0-E4C-e-E 4.R.1/4.4_1_„r],_]5"E•E 4128 8. 8 10C I j..I 1,1,1,14,1C2 X.le:10V 1.,;.,.5„ ,,1,/ ,„,s9 r,,,,rx,,,,( ..-,-,,),-,E,,,,,,,,- ,,X,,,4,, 2 3,..ONG 11,9,1 S CONNECTEr: TO THE ROOF 6,-IE-4-1.4',,,r.."1/4] 1/40R , t5= . ,,,,„, ,,,,,,,. w.:.4, 6,bon! .,,,,S„ eern,s,,,,,,,19„,IA, i F005Z 524E.44'21 l'HE 50770I-OF E.40I. I 'ir cIA'elL I I W Z l' 1„,_ Fetf.l.Nin 9=TiON't,_ , , , I. LLIALL r-i]].167 E.E CONNEC'E-0./'0 IT-IE I • FE( , - , ,... „ FLOOR 54-4F......,0`kiNe.:,OR FOLIN,0A7,0N. BEE ] W 1/4 ...,./] 9,1,04.: t 1"2.4L- CONNECTION DEA .E e::)R DJ ] . ...‘.,t.. ,,,,,.....,,,...,......y........ . s ..... , ..... . . ; Z i ne 9,,, NI. 4.ILIII.ROPRIATE 0.61,1N.EC"IOI\ ] I% /4.) l• e ,,,;•,) , 1 .1." Z It i g k• : F 1 S.' 1 1:' 1 Lam ILI( c 2 8. (5)e nce nyn,nn,,,,n:,,n, ,.,sn , ' 7 ''' I. allale' i' I re)Al,,C1,.,,,.12 ente9en n zt, ' S' ' 2" ' ,, a' non,98,nn„-/,99 , . 28419195,5 S'sn 7 9,on Df 991 de 9241 1 7' f 1 .., 08 co,non .. 0 19t.n1S In, - - — --/ ,, — • SHEAR WALL SCHEDULE • ,\-- ' . - i s.,m,iii-toxf;h / ] v I APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) rD 1 \ \ . I 8,.0(94,..s(-1) ,, ,,, sou e 9,,s1,A IT-1--- , ,,,,,,,, 9 , ns 0 t S I090 1/94 „„ 1 s 16.0 911 1.VACIP4, itr, , , sns49=e 11, ' 12'1 , i1t, \ , 1 t .7 1 ME .. . --' -,,-;;-4 - 7 RS ' / .. ..„ i 1 . 1 i { .. ... . , , , 1-r) 4-1,C 1 a.„„ I 2. An'04 -"' , , I ' i \ 9 ` ‘, , , 1 , ' I F , . / N.\ \ \ / .•m-4,4 - .10 - ..,4: 4:4,44 "1 0 0 2 .9, 1 In 09.;nn,•A'1 .-1 8/ 1 r • nn/ie .1. , ,, , . , , 11 . •SS,1 14c" , '.1 ,, 'c 1 9 22 nc ,,,.,,,,I m 1 ') .14,6EE'R / I ,.., i 1 , n, n 1 / I \ 1, .. ,, , V ,( ,.' C .1A8,, ,,, ".1,/ 29C, t.; nes 19 ...,F 1 '''‘ 9.• , „ , 1 ,-:: /1 I 1 4., , 1 4, , =•• ..., ', ,- 4 •.5 21', ix IC inC 1 nn, 1 , J , . , 111.1.11=1.11111111. -. '- ,, ,• tr,,,,,,, ko p,..,,-, ..,.• 2 1 rsi4 rz ,.,]]] ].] . , .3 r 4. I. 1 7.,* ,,v,v v.,<,,,,,,,..,er 9,nnnnn 1 t, , >00, 1 // 1 \ i 11 ,.....,'...,..,--C.-,...:'.-=-_*,. ',1-'---t,..--''. ' C3 11••••••••111 * •"'I"4-"."4,:,',..'„I, 4.:I,`4::::',F4'4:"..47,..-4',.."7..,I.:',,"..."'"' = • 1 ' : . ...... (. * 0I2 : 88r"' '78': 12t8'' 1K.•D 44 :::• ' , /C en-namm.,-,tn,„.n,-, / • I '1.,,,.nn,:'91,'. ',.°,‘,7,:::.7,:<',':,! - - . = ., , le › /lline111111110111011101111111ene , U ' ,,,0 6 k,'...1...•,3,,-",.,,,-;,a,r., \ = , . . ! ... .. II .. ' . I . , HOLDOWN SCHEDULE , I - , 7----',e"--,,, 'Z,,• ,.,_.1. ,, I . a * * / . ..,, .. .._.... , /1 . ennnES n.8.,-.' / I / 0 , '... ./.'->: , 411$1■01■1111111! D semosseme..' ...;; 0..........4...,,.,. /.'s.. ,..,....,.....:.. 1 ,•te,,,,,,n . . + ..:;17: , 2SS SNOW LOAD .. 1 , -\\., I / <>;> 1,,.....;..;...; "' '''"'- '°' I ''''''' '' i . \ , , ..,' . .. c..,,. . ... I .L..,„ y__Hl L 0 0 tr;). P-4:\ '', ..„,.., , I , Li • ,k,„...,,,.. ,..., , ,.. ,..,,,..ENK.,1,TP9., .40111111111111111111.111111M - -, -. 3 ..4 V ':., V ,., \\\ dik . I 1- 1 _ 1> 4 ("Vi? !, '..:,...; •,/ i ' \ ''r 11 C.\ ''I ii el 0 , „. ti 0 AJ ,. • '......,-i tii rik ' ,tt 1,J f , 1 1 45-1-1-----1-1-' 1 I,.... 1.7•• 1-' _ --iI I (1) a 1 / IT: , ; - PI' V " 1 1 in ---1 1 Co 1 4 t i a D a / rn 0 kr up ,., m . ^ \ l'C't2tti ..r.k.; , 'ON ._ .,:d No. , • ",i. T I i.: li 11 4 0 • / ,,',,U. ,•• ,•,..._ __ — 4‘141 0 _ ,..., II / V P''' 1 II m A m nil 10 — 1^‘ ' — In.81 .‘i.` / e m ir; . r ii 6 Z , .. . , * z., ..G, r ....., 1.1i... .,... .1.,, 1 •-__•i-.-__.,,,iei,....m..)4,IIt..,,,,Cct-t"l"-.l)..)) '47,4°.'',„';,''.‘ ::',:.--'-'' ',.: ,,,r,-`4;*," ',,,...:'k k'k..)!k!;,''1,,;f.)(r) k:,,k- A eINC , .7.13273.31,E•C7-: NNM. ,,,,,.), k i„.,k 1,,•e-, _. i't''''_LR''N'''GO'''"INW'E-`;E''R')I"EN.'G''',L'.'L LLC rroorp,A.ApErr. .str sr, ;; ib ,r,r 160065 0,-;.,k) ore "0,70 Nt 014,,,34 '.."" 6,51.P... It . . . :.,.., TYPICAL SHEAR WALL DETAILS . 1 . w 4 ..., Roof sheathing. ,__ Roof ratte,or Irsos 1 : RBC dry required al blocxed _ diaphragms(see ABC schedule) .-, N. \,. . „,,rx -,--' ' Beveled blocking 0 Simpson Ht dip ilk 24'o c - ' . '', 'i: ,a1,•,'''' Sheathing see schedule - --k ' . t k ` , Top chord . , . Boundary nailing 8d 'c'' , -,,,,, ", commons @ 6'o c UNO \ , 24,_ - ' .. , 2x studs. m : - - I- 6 ,. __.,,,,T.,_:_.___, .. cr, '....,,..C... /,.-t 4 , ROOF 6,4F,..11'...,1C,- 1-""'': -', / ' ' \ .. :- ,Srrearnarlorg , / gibe' f f ::: /::''-'''''4-1 Upper floor edge nailing --. ' \:\11 - i --- . 0 I ' '`I , .\\ , 4 ; " '.-.--,--r • fl . ... . r--...6 : § , _I_-- Shear nailing ./ S..,.--," , -,;; L A /: 2'max ,,‘::s 'r1-1----T-1,--7-itr----. 2 x blockrog , _ _ _ / 20 each sok of ' - 1 ', : , Edge netting ,.... . I . : , . . / / :;•i:::::1'i , Sheattng 1 Web biocNbmk , 1 __ RBC SCHEOLkl e.E4, 2"mak sn...., 1f°216°2"daryC.6...P...) .....It1 .. \ . .k . ..Cr,i...44..t,BB..cts fi",18:.,„A:., ' ' 6,. .".....s...47, ' Ceiling joists or truss - - , :Blocked diaphragms only 1 ' , r.:EN,-FeCk,Or t • Shear naikng ; ,ts,[ : ; ttr ,;, '5'''''.6Or.•..k.'5, • ''' - 1 '' 1...1 I Lower floor edge:nailing .`p-,,,- . : :Req na*ng ::i C.4.P$P8F.,:i.ng ,li r ,) F Paul.e,etcre s, ,„ matt.Pet_Ctu, I •..... Lower floor staggered /I/ I 1 I 1 , 84(ik 6' , 36'dc. ...,. Mi ek 4' • 18" Edge nahng ---/B•I-;?---, ,, 2o Muds . , 10d m,4* 1r sx I ......,..-- . . . k 'c 6TSheathing,see '-c- ' -" " ShOrk,thrn.g- -'-''',. C) , -4 1_1 schedule - ,, Mill SEC-T. cc Rafter/Truss at eaves . es 's ' (4116d each side ----. Scale l10'„, Interior shearwall parallel to trusses Beveled blocking at brmse. Floor joists parallel , I Scale S'4's 1,0' Interior shearwall perpendicular to trusses Scale 1*x V 0” Scale Boundary nailing into lookouts or • ::", blocking adjacent to brace Sheathingsee schedule --"' .. 114 Commons @ 6'o c • INTERIOR ROOF DETAILSBlocking with shear nailing . , \ 1t;.8 i f Floor sheathrno 1, , "- -- Floor prots E4 S , • Shear naging k r t -,-- 7•••• i .r I6d 6'o c I @ ,_- Floor sheathing ,i f/ /.i§.... . 2 5 4 flat stiffenm' -•d„, litimMatell 2x Nceking with shear nading Upper boor edge rmeng -- , '.1 : ,., ; b , \ into top plate See schedule ' . Nailing to match shear wall .,„\ , ; , Edge narling ' 1 //: &'•:", ; Sheathing(swatch- -- :: 11' ' r . 254 angled brace ,,,, , -7„:: 7 , edge halting requirement . Ost i . _--het • 1-'/: 7.„ '‘,,', 'II Nailing to Match shear rot) Shear„,,-- Shear nailing see 2"max s y wall below.-- : ////„),:-I 1.9,,,,P* , edge nahng requeement :: es./ / Mill.1111MI . / .`k:: .•:; • (A ,/,/ &Menet may be omitted b Floor sheathing Sheebsog 1 1 _„,.. i it brace is less than 6' i I: 1 . . 2:,,61,,„0„9 break : ' , r ' 7 "i I ` ' / :'• 1 ' k , 1 . 2'mat. -''':,' 1 , 1 , SECT. A-A ., ,--)c- ... Framing clip Nee i . ...L Lower floor edge nelson ,,,..:, schedule) Scale 112'.111- I r 1 1 , ,,. xAJ 6 m., .',, Lower floor staggered 0 X: __L Edge nailing -- - --ss.. .:::-••- :- ' Sheathing sChed'ie 2 x studs 1,-,,, ., , , /a-:•- Connect profto blocking erl 1 Sheathing .-----•-s, i Boundary nailing into blocking,.._ lea nails g woh 2 ,: 2x blocking ,- 1 ' 'Edge nailing. :g:dt:?'r-e ' - ' Zr studs 1 1 . , OProl 1 ' do cig Edge Nailing • 1 - --Structural sheathing \ Top chord Crew> ,,,,, 2 0...0 ' , \ , :' , ., schedule . 1 ;J 2 x 4 anOed braces 48"o 0 ....T- .. , . ,, .. - ' P":i li ii: .,-.4_,_ 2 x studs • 11, • f, :: / joists perpendicular j 2 0 4 angled brace IL..I...__----Structural Sheathing Floor: s 1 , scar;-1-.v o- • FOR, Cdilr .,... i (41 154 blocking to brace rs...r .) i • Gable end truss SECT 13.8 4 ••1_ . Parallel to joists Walt below Perpendicular to joists w.... EXTERIOR UPPER :Seale l's 1 '2' I'0"ttr Scale 1 1h __. . _ Scale-l'x l'0' Scale-1-h 1:0- i , = INTERIOR UPPER FLOOR DETAILS ', FLOOR DETAILS EXTERIOR ROOF DETAILS , =, _. _ ..... . . . C:) , Zr studs ', .... So studs ,. r Sheathing.see . i , WO Owith anchor ,.. . Sheathing see Schedule 3?„:m bolts see schedule -7 4 1 schedule h, - Mudsill wap anchor ell / 8-•.,,,,,P2t:ct.:,. i , 1.',-.. / bobs.see schedule Sole plate with shear -sr, : bsat.r trG - 1", , -ahpes 2x studs _ ._ . Sole plate With shear .p. nailing.see schedule - ''i: 1 ` Deck'ng 5r.F.E.5,.....Er....,,E 1 , / . 5..R5Okr 0..5%,•.1: Sheathing See • m , nahng see schedule - -'. ! -Ded'W:.5 Edge netting- - , ':j ,//, 6 ..*...„-E schedule k ' 7-- 1 , Edge nailing— '- 2 Mudste.see schedule - . .. ... /.::.7: "'-'; .s.'-tsbb.-Eh , tor regraremenes , r ; , iss-kms•Sts'nr•' ,,,, Edge nailing 4:li cu,. , ' -. • - n. , ""=,:stt-',• :. -.- 25#SNOW LOAD Floor to modal] . ELt.Pc: Nth, -• - - .h..,•„i---,.., ec,-; shear nailing ' , „ -,: .F.E ErC.,E F....FA, r see Schedato . '-' : ,I L'•;1 .-----1 H.ilif k'. ' . .„ ' ....1....;,'''' ; ::..i -It-„..,„ 1 EI qr-PI -„.,....... ,',. ' ,''''. H,( • ' :,.:::;,,„'-f,,,,,:....,-Fr' „ • '1 F .. • ' mminimmim , , 1 . 1.r G t A.B. D Standard Interior post and beam2230CE i A. eail Garage slab Post and beam. . . Gir ___....... ders gush wrth mudsill Scale 1.5'h 10' Scale 1”s I'0' Scale 1'h 1,0* Scale 1"h l'0" -' — I i 1,3 , INTERIOR FOUNDATION DETAILS E)(TERIOR FOUNDATION DETAILS -J-.3vis, , 1 . ........ .. . .... .... . . . . .