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Report (7) ENE! vy\ s-i/ot--/- 00 ( (A/ w �-s 19/-tos S,A) 101\ Av.z__ .; A AT APR 9 2017 10570 SE Washington St i Suite 212 "AV-2.,\ ENGINEERING, LLC ��pp OF�d��®I�lS9�� Portland,OR 97216 STRUCTURAL ENGINEERING BUILD Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS March 15, 2017 Mascord Plan: 22151 AC - Four D Const. Greensward South, Lot 9 Tigard, OR 97224 120 mph Ultimate Wind, Exposure B Seismic Category D 2015 IBC / 2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering -t PRS, Ss r g g � �C{NF .. Project ect Number: 4 170101 5838 "E r '` 2G7 - �Q ) ' 22,Act \,`' O EXPNISS: DEC. S1, 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 . ` / / , ..'",//11 if!' 11.' s, •, ifs,'. ,,,' •• , /7,/:4 ji I );\N.,, /..,i'i.,./../,.'1/i Iti i I\‘...\,:,\\,,,li ! I L7---rr H i ._—.7-1 i==„„_.1... .1 1 1 r i Hi _ — —7',/,/,// II ,,,,-.0—________ ' |-----� ------ ------- / Li ,1 . ..L 1, 1 -----,inir ii- i 70:°: i 1 1 ___.i ___ _ _ --- _ __— __ __ _____� - ------ ___ — Page 2 , V2 „ . V3 1 k Z --, , 1 , = N,.,. _to ", ,,,s 0 ,•-' 1.8 1 ,/ )--- --— ---- ., 1 F . ti 1 ,i B 1 1 14.8 II a 1 , Q _ ,f= -,,1 _,I' II E -----°-111-111 11 11111 1 1, 1 1 j 1 1 11 aru_ i i ,I„,i, , 1, _ 4r II i 1 6,, Li -i I —', , Hill 1 lb h 1 1 ,.. . .. ....._ I,—,11 I I — '4'' ',1 , ...... ' -II, I III,•—.,, - II I._ __ ---------- I] I, — r--,- — i‘ M 1 ill, M 2 , , M 3 !! . ir i . 4 n 41 PZO ffi 2- .,-. -4=',i:S.,;.4,i '11' f;1 —-• 4 , .1 22151Au ,:i. RIG',--7 :_:-----L //L TION ,h,,,I4gp,,,,,,,NA44,7, a, tO IP,' 4. ,11'1 f E L L .T., FAH . ..- , , , ,, . .,„ ,,,„ I:4 I''. ENGINEERING, LLC : il• A'''',:%14%.1',Atz,44.....`4 s.,u c 1 L,.---. .:NGINE.,,,, % N'Ticre,14),VAE,F311-74)e,%eQ ' . '.1.1 _________� '__- ____ __________ _____--___� _____- Page 3 ` . ��. V5___ ___-_____'____ _ _ ...._ __'___ ......___ _-_____-___� 11481 m Ail ii/ , • _ _ -4.71„-----.- - ----1-- ,,,,:.--....,,-.7-,, r________, , ' - ' ' '' . , � o^|Ei___Ti,_________ .F-11 _4 _ 1 11 ' �--- � /` ' -----�--" / �� /u u , / n » / --/ I M4___ ���� _ - - - _________ _- _-___� _--__- _` ________ _ -__ ____'_ 22151ACD� ��� Page 4 ,....,. _ . ,---. ... --.,. „"- . 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M.C1.170trantl -7, i3 22,151Ac ) HEFT ;-----___LEV4,,TION lam , PtabliteNN ,1%1°71 ?---t 0 vil ELL 4 — _ ` ''''''' ''',04 ENGINEERING, LLC 1 LAtttdfge,dNTR, 1..';',1,_,C71,,L,_ ENGINEER:NG , 2, witigwir,;1:,,,,,via PGRIL,..O'' 5,16 rAy.,,,z1 2V-67. 0 .:...MVAF.j :'MZWE.o>SZWPaZWSVZIEVt.tarC,i.. ....-'YYZ. ;Z.ri., rgtVX=Wj ,,,A=arW•-•=V.VVM,,,,', IeilXt:Vi rii...0.1 .-'.12,.. ..,7=3..t7MAMW6,-.,-:' Page 5 DATE: 03/15/17 PROJECT: 22151AC d Four D Const. W111 4,DS D LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = ft m 0 least horizontal dimension, b 1111=1111ft V2 27 64 209 3967 V3 36 60. 56 113 3962 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 37 50 75 110 4127 V5 33 45' 85 90 3903 0.1b= 4.3 ft 0, 0 0.4h = 10 ft 0 0 min = 4.3 ft 0 0 0 0 3' = 3ft 0 0 0.04b = 1.72 ft 0 0 max = 3 0 0 0 0 a = 4.3 ft 0 0 2a= 9 ft 0 0 0 0 roof rise, y = 9' M1 22 55 1289 roof run,x = 1 2" 25' s 199 3963 arctan(y/x) = 36.87 DEG M3_____.-.. 88 131' 4154 _ 21.6 !psf M5 M4 90 124 4077 A - 86 134 4162 B = � 14.8 —1�psf M6 82 1410 C = 17.2 psf 0 0 D =y 11.8 ;psf 0 0 0 0 0 0 0 0 o" o 0 0 0 0 0 0 o o 0 0 00 0 0 o- 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 Page 6 1 l v . i 1 " t/ ST623 5'6:36.--•+, I \?�� v ' I ..(.:.tee O _._....---_rz__--, ..,,,,,,..1--=S of —_ 1, - - - i�Y h I ill'I i!! l'• :1odin v ",. II u_3 I II 1 o- .;!4i.". -,,,,11 . i1 \r Pi 1:,iii Ili . Ili i 1!i III -I', I I! , Jj l., III I1. a 1 I1; .Zi1 I 1 II, ill. li'. 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I ,., g..,.c... P 3:, I,::, o c 4, ,3, •L'3 I17 , ^ f !I,A307 IC,c0.14.3:J,J.iji.j j Jjj'JJ'j'jj'j j.j-j j-j• 1 ''''5 10 4)D.ph,c rlt,,,,,r.,,,fe.,rno.,or t,,000nhoo,,,,, - AT ' - .1.v,1,,.!,' ,,,,i_ _t - --„, - 0i,poll J.,ct J 4 1 ! T. ..!•F,, I 1=,,,,'' ! 0 ivrs.c. .r 1 203-. 2”CIC. 1 TA :,"'-• • ' see 1 15,1Q 1 i . , r!,,, v.!,,d,!f,C, , '° 1 77,-71.'''' '-' 1.,,,2-.2.,..,-..,-;31.1, ,11 '',„J jr• .„,... ,,. i i 11 I 1 0 I L I i 1 ,.. 1 III , W $ , , 1 i .--.........ai,. 1 4 ›.7 • ›,, 1,z.i. , 1 - , ! k,v004 v i! I It j• i _, Page 10 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEFENDING ON H.D. ILARGEST OF THE (2) RDSTRAPS CORNER �imor�iyiuiii niniv�idir ar�ivi�ir�wiiIIrr�riwi� a _ LARGEST OF THE (2) MVV (2) 2X OR LARGER ii I H.D'S CORNER (DEFENDING ON N.®.) 11 FOUNDATION !I e UPPER FLOOR j C01-151N D HO DOWN CORN SCALE: 3/4" = 1'-O:: DRAWING NOT TO SCALE NCLLG = CDNNCNN CNINC pIRAWN 5c'= JX. CIVIL- STRUCTURAL ENGINEERS /�TE c 02 -25-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 !DATE - PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 11 . DATE: 03/15/17 PROJECT: 22151AC - Four 0 Const. ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY:J.Y. WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by '1.19 f SEISMIC CAT: D to obtain 120/B (SDS=213 Sims), 0.850 1.2SDS1 1.02 J R: 6.5 snow load = 30 A upper: 1688 mean roof height, h =MOM ft A main: 1932 A lower: 0 V=1.2SDSWDL/R O ASD Load Combination = V/1.4 WDL AkD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 1688 25320 3973 2838 EXT. WALLS 12 9 186 10044 1576 1126 INT. WALLS 8 9 120 4320 678 484 BRICK 40 0 0 0 0 TOTAL r 39684 6227 4448 MAIN FLOOR ROOF/CEILING 15 494 7410 1163 831 'FLOOR 10' 1438' 14380 2257- 1612 EXT. WALLS 12 9 188 10152 1593 1138 INT. WALLS 8 9' 120 4320 678 484 WALLS ABOVE 14364 2254 1610 DECK 10 0 0 0 BRICK 40' 0 0 0 0 TOTAL r 50626 7944 5675 LOWER FLOOR ROOF/CEILING ' 15 l 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 14472 2271 1 622 DECK 10 0 0 0 BRICK 40' 0 0 0 0 TOTAL 14472 2271' 1622 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (p if Floor to Floor Holdown Floor to Foundation Holdown wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMST12X36" 6 2684 STHD14RJ A 350/350 2 3430 CMST12X48" 7 5090 HTT5 B 600/600 3 4700 0M5T12X60° 8 7855 HDU8 C 896/640 4 6210 CMST12X72" 9 9535 _ HDU11 D 980/980 _ 5 9215 CMST12X90'� 10 14445 HDU-14 E /280/1280 ? 14446 to high F 1540/1540 Page 12 DATE: 03/15/17 PROJECT: 22151AC - Four D Const. ' LLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 V2 6.5 3.3 3.3 4.0 3.0 3.0 23.1 9.0 V3 4.4 5.4 4.5 14.3 9.0 V4 6.1 6.0 12.1 9.0 V5 17.8 7.4 25.2 9.0 0.0 0.0 0.0 0.0 0.0 0.0 fl.0 0.0 0.0 0.0 74.7 M1 4.0 4.0 8.0 9.0 M2 10.0 3.3 3.3 16.6 9.0 M3 5.3 12.6 17.9 9.0 M4 7.8 16.0 23.8 9.0 M5 35.0 35.0 9.0� M6 7.5 7.5 9.0 0.0 1 0.0 0.0' 0.0 0.0 0.0 0.0' 0.0 0.0' 0.0 108.8 0.0 0.0 0.0 0.0- 0.0" 0.0 0.0- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r Page 13 . DATE: 3/15/17 PROJECT: 22151AC - Four D Const. \:AND 110/B 120/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 0 0 0" 0 0.0 0 0r y V2 ' 3967 3967 2950' 23.1' 172 128 V3 ' 3962' 3962 2947 14.3 277 206 V4 4127- 4127 3070 12.1 341 254 V5 1 3903 3903 2903 25.2 155 115 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 ^ 0 0 0a 0 0.0 0 0 a 0 0 0' 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0" 0.0 0 0' 0 0 0' 0' 0.0 0 0j 0 0 0 0 0.0 0' 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 F - 0 15959 M1 1289 1289 959 8.0 161 120 M2 3963' 3967 7929 5898- 16.6 478 355 M3 4154 3962 8116 6037 17.9 453 337 'M4 4077 4127 8204 6102 23.8 345 256 M5 4162 3903 8065 5999 35.0 230 171 M6 1410' 1410 1049 7.5 188 140 0 0 0 0 0.0' 0 0' 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0' 0 0 0 0 0.0 0' 0' 0' 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0' 0 ' 0 0 0.0 0" 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0' 0 ' 0' 0 0 0 0.0 0 0' 35014 ' 0 0 0 00.0 0 0 0 0 0 0 0.0 0' 0 0 0' 0 0 0.0 0 0' 0 Cr 0 0' 0.0 0' 0 0' 0' 0 0" 0.0" 0' 0 0' 0' 0 0 0.0' 0 0 0 0 0 0' 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0' 0' 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0' 0 0' 0.0 0 0' _ 0 0 0' 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0. 0 0.0 0 0' 0 0 1 Page 14 DATE: 03115/17 PROJECT: 22151AC - Four D Const. • . SELIS'VIC SEIS. TOTAL SOR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 4448' 0%' 0 09 0 0 1.00 0 V2 X 4448 874 52% 2303 0 2303 100 1.00 1.00 100 V3 X 4448 814 48% 2145 0 2145 150 1.00 1.00 150 V4 X 4448 856 51% 2256 0 2256 186 1.00 1.00 186 V5 ' X 4448 832 49% 2192- 0' 2192 87 1.00+ 1.00 87 0' 4448 0% 0 0 01 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0' 0 1.00 0 0 4448 0% 0 0 0 0 1.00' 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 O 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0' 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 200% 0 8896 M1 X 5675 115 6% 338 0 338 42 1.00 1.00 42 M2 X 5675 945 49% 2776 0' 2303 5079 306 1.00 1.00 306 M3 X 5675 872' 45% 2561 0 2145 4706 263 1.00 1.00 263 M4 X 5675 813 42% 2388 0 2256 4644 195 1.00 1.00 195 M5 X 5675 881 46% 2588- 0 2192 4780' 137- 1.00 1.00 137 M6 ' X 5675 237 12%' 696 0 r 696 93' 1.00 1.00 93 0- 5675 0% 0 0 0 0 1.00 0 0 5675 0% 0 0 0 0 1- .00 0 0 5675 0% 0 0 0 0 1.00 0 0 5675 0% 0 0 0 0 1.00 0' O 5675 0% 0 0� 0 0 1.00 0+ 0 1 5675 0%+ 0' 0 0 0 1.00 0 0 5675 0% 0 0 0' 0 1.00 0 0 5675 0% 0 0 0 0 1.00 0 0 5675. 0% 0 0 0 0' 1.00 0 0 5675 1 0% 0 0 0 0 1.00 0 200% _ 20242 0 1622 0% 0 0 0 0 1.00 0 0 1622 0% 0 0 0 0 1.00 0 0 1622 0% 0 0' 0 0 1- .00 0 0 1622 0% 0 0 0 0 1- .00 0 0 1622 0% 0 0 0 0 1.00 0 0 1622 0% 0 0, 0 0 1.00" _ 0 0 1622- 0% 0 0 0 0' 1.00 0 0 1622 0% 0 0' 0 0 1.00 0 0. 1622 0% 0 0 0 0' 1.00 0 0 1622 0% 0 0 0 0 1.00 0 0 1622 0% 0 0 0 0 1.00 0 0 1622 0% 0 0 0 0+ 1.00 0 0 W 1622 0%' 0 0 0 0 1.00 0 0 1622 0% 0 0 0 0 1.00 0 0 1622 0% 0 0 0v 0- 1.00 0 O 1622 0% 0 0 0 0 1.00 0 0% 0 • Page 15 . . DATE: 03/15/17 PROJECT: 22151AC - Four D Const. '" LL SUyp' r � `° st 8`' s epi `,��c ., A'k� ,.` WIND Narrow INCR NW-SHEAR 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 OR0 V2 128 1.50 ' 150 X 150 1149 S S 1 OR 6 2x V3 206 1.02 ' 153 X 206 1855+ S S 2 OR 6 2x ' V4 ' 254' 1.00 ' 186 X 254' 2283' S - S 2 OR 6 2x V5 115 1.00 - 87 X 115 1037 S S 1 OR 6 2x 0 0 1.00 0' 0 0 0 OR 0 00' 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 - fr. 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 0a 0 0 OR 0 0 0 1.00 0 0' 0 0 OR 0 0 0 1.00 00 0 O ORO 0 0 1.00 0. 0 0 ' 0 OR 0 M1 120 1.13 47 X 120 1079 S S ' 1 OR 6 2x M2 355 1.36 417' ' X 417 3198 B B 2 OR 7 2x M3 337 1.00 263 X 337 3035' A A 2 OR 7 2x M4 256 1.00 195 X 256' 2308- S S 2 OR 6 2x. M5 171 1.00 137 X 171 1543 S S 2 OR 6 2x M6 ' 140 1.00 93 X 140 1259 S S 1 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 O OR O 0 0 1.00 0 0 0 0 OR 0 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 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 00 0 OR 0 0 0 1.00 0 0 0 0OR0 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 F 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 O 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 0 OR 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 - - _---.- . ---. --- - -... WIND 6 SEISMIC • GENERAL NOTES LEGEND ANALYSIS irI-.I ,N1 2015 IBC ,-.,,-: e• € • , FRAMING CLIP SPACING SCHEDULE 0.C..• • HOLDOWN SCHEDULE I . SHEAR WALL SCHEDULE ° 1, ,, ) • 411,OP ',APT,:LC4,340-34P. 3 3 3, 4.434 P33,2PPArta3== -------- toy,o3,,,, .i.),. iF2(.p.--ti.itsliramoraztv,..m....,,,,k, ,,,T., ,' I.3.43,,31.5,3.334350,1- F.,.,;:,7;;;,;;Rs i.:1,;',I,...,-; i ,C,IIIS E-: TOF 0:-.: EIACH S-,.E4R.W41.)- MU:ST E;E I • i i APA RAT ED PLYWOOD OR ORIENTED STRAND BOARD II) (9, 1,,,Orli:, .; (LE'S.;1 Llipl!,.,;.,a,5,ce,,,,,ic.n.::,:. oryLONG NAILS ....own., 0,,,,4,33 q,,,,,,,x, =;7.1AP veAti.tOC,1,0,,, , ..,F.1 5 I 1------------1- r 7- --,- ;i! -----.- ---i------- /1/4 1 No rc.43,3t.,.,pxx tr In 1 , LS5 0,I_50:I 0.;; COMMON ...; 3;I.O.NC:NAN,S. -- (21,..34 33.333,iot ...P.,st,co ce,:in .'-2--' 34'',14 PL.",R1....i4R,E,P3 CONNECTED TO T?.4E ROOF E-i-4E4T',-;iN,._"1-cDR 1 FLOOR SHEATHING. 7,4E. 5OTTON Jr E4C-4--:. ! 16E16. i 1 I F.-II:NE:F*5(3).(5),(tI.) ); sou;FF.I, SII,_ ;;;;,..ii! ; I A...1_0', ,;--,' 0.1,,,,,,,,,,, ..,,ex , 1MING CLIP OF na,E.; - - .7.(P. - CAR '',11 lir, i 1.;;..,5 I LS50 1; Lfic.) , ,..._ _ ;,,.)grrt,,,,ale,..,11•.-.,,r d c,-D33 ' 1,,,,,,f., i,,,,,, 1" --li, NO T i:S. I LoAD t?;2_, ,, .,,,,,,r,ic F....cc,,,cco i , -- .,.,,.! i 60 5,. ,3431,01,3 I All _1 --I ! ,:•,: ,, It ,LOOR S;.-E,41-;-!ING OR 7-0LiND4TION. 6:E ! —1— 1_ ,2.4,t.,, ,,, ! (,) 4212! • ,/ ;' ''.-.- *1.3(i'Lo•9 I '',.',..,-., i '''' ! "-.1,117,1o,- A . , 0,:,s,,,,,,,,,,,,7,r,,v77.7,77.,,0,11; 11.2.2:i.1)f.,,..,,....,.., ,,,, -1. , 1 .......1_, ..,,,_?_L„, I ,... 1 io. i 2.'," TI'FIC.:111_ C'C.^.,NNECTION DET4ILS FOR. I ---i --i =,,,,I,int0i7:4,17,Dy oDy,td, , , , ,L;,!,.„'„",*..„',,,,::::',147-.,-,=[..;;:--•--' ' ,-2'7 4E.-1••• ''';';';''•;""' ). -'!' i '''''.Z.7,1:71— A's. 1 ,,- 1 15- 1 20- 1 5- outt.,,:,,tc,hccr.ric 4,PEROPRI,LTE C(..),NNECTIC'DN I Pii,le, 10 J77-01,icslolictic, I . 3,3333,4ccePk1.11?...1 C.,;':4.4 44,,,,4^ 1 .1 .2. ,,,,- , „4„, r C.,..,,,d,C.,C!,..,'t X, t„i ep n•:,,,..e..c 7160-L1•0',•,,,,-,,,,• 1 ..,,(-,,, A., e ,oi.00ctions p.o.innoolootor er ;,1,,;'-'-'; o• ''' .•2, 1 ,-C C ,nc 2., 1145-0.0 I --,-' ._,_,. 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V ''' '''SX;':''' I '-'" I '''''''..".' j 8,..-i tonornoo w 0.13,2.5 .4-f•NZtgl-,, ,.:24!,11.,,- ,• vsrse./(,)icd etrr,r..r4 t Pr:,r, 10d(..1,,,Dfi= 0,48.). i 1r2;...,„ ' ,,t.51 ,.XX, 1 .3'0 C I 3'0 C i.05 2,1 20-0 C 1 se,,..1,4)I• _. --_-_ ; I Kik' 1,-.5TC57../(21/I••,,,,,,•;-!'`I'''' Iiiii si7,0: /- 0 14E,3,?.`../ \-/ 1.,:.N;OF. ;•"•-''• 1 i . I 20 r,r.: _ eS!--.2t.'" lc.torrtroor. 7777200 1 1 HDLI-t 171'.'..;0'2'; ....:T.. Lntr.1'. • , ,i,,,,,,,,:"' ' .'"''''''''. '''' /17,,ifitl ctem„.:to,r, \t,... _ i 0,1'.x„Xx,x`'`'“'''I A 43P)SOE.P,•,2V. 1 I I..,pw•,..1, \‘'..;" 1 I •11.;,!".......,,,, kt_i-;-..,,,,I....,, 071). 33 l'S 43,4.3 334,t.-t i 4 - . ---,- ,--s„, '; ;;:'"i• 3.;,....1.1'.;;;;.; ;:.4 1 •- ....... 'IZIII';‘,"-',..--7 ii.:, SIN! ;;;"'''.. / 1 I q(6) ''' ... „, ',.-., . . . 4 I P RI ._.. -• rd ill I am 4' v v I- .577254..,----,,, i , — -P, IF=24 I , I il 11 4 t li 1 Il 1 i ; i',.1 E__---• .r.'") [1, It I ,1 , , 0 174 1 I 13 11 1 I i I! i 4, ,-5'0277E577t 23 -, 11 . 1111 . ; ._ .. i --STC-,230-- ..1 .W) V••=a 0, I('-4 ;I.,. -... Vq=14 FA --.1_1 6.--,,,—...—•„..„,-------„--....==s3.------ ....,-1 " b . , I 3 P fl 41 4 , / 433 ; / .. \ry., .. / : i -,-,,s.EN,c, 1 a: \ ,or \ ' '0- </_,_•>'‘ \ ./ i j I .•IalOvE--' I q '(3rrAWN o.3.44,237 tr,il. ,:r.ta / 3it ./. \ ., .' I. 1 1 . 9e18113 , 4 P N P4' d,,,,,,, \ ,,,,i ,,, ,, \ / b ‘ ,e',T .,‘.... '., ,.....,_.., „,\., \. r y-•,, /. II i •,'1,'% 0 ' ' \ , , r l'i' S.;HOF' \-../ f'-- H F \ ,. r, „, [, .. ... 1 / ' r. .,:), 1 1 11 1 k \- ,t1 •,i- ! 1 !- 7,\,,,..?{jilv! 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' I r---'F.."-'. ---.'•\ , ,I I ,t tt. 1 i \—___ __ ___---4:I,I i I_3'0.._i I $ C=2) 0 4 z.. ,± - P.0-I'E .,:1 1 i• i I --) , 4, \ i 11 1 ,-_---:.,,-,... -7,, (-----4'1 _. 1 ;' .,,,k,_.,, I ,,.. 1 I = °'-.1 rzoimmVrj i. ' -' j4.•I 1 ' i , , -,--..:-L-_-,_-_, --------------- --I - 1 ,,C,- , 41 f &•-•• •••,-4-34'0, .1 I..... ,24,.., 343 4 b „. 4. 771 • -^,....--1/4. 0 _. . --‘ --- i r-i'7,4 j 1 1 1 '---- 7'. L.17 F,.. ...4••j- 7-.: 7r7 !! ii . 1_. b , 1 l ; . . j i , . ,-.7.;t'.%711-— _..., 1 I I 254•SNOW LOAD 4, 1•,,, , -,/ <7..I,-, 1 1 i -;>\ 1 ti, I ; i I' (-') 7 IDA,- , .k,, F:0I 4, I : ...\\ ,../ 1,47E,xeSCIN0 ] ...,, • .• 1 i -i— - i D._ ___ -ad•hh---..===========-J 1 A ..„......., L_____ .._.,, .....--„:4,--.-7:7— , 77 ,,, 1-"=-1 0 01R- PLAN MAIN F---LOCR PLAN ,..,'. ,L,i4151AC , __ _... --11 ,..-•.:._--,..._a* :i••=•• • ,••.0. 5C.--..5.LE-ix- - I...• 11' Li 11 cop,,,p.,.., (,.:,,,,,...,:, P07,a1. ;,-,.;,.,ialiP,;-_, /120B --... _ . ---___-__r - ------ ------- ----- - ...----..-.....,, -, .._- T ," -p ._ _ . .._ ___ _ _ 1 p 1 y p`1$, A\ L ig0 le $ i T ,• �'..W^ f L SHEA$. .. Lam' -y..�. * E4:.t .- __.. S I I f: �. U • i r! �I _,..r>„ ; 1: , , ., , ,. r �. 1 I Root sheathing --------••---------- I • Z ®C 1 Root rafter or truss. ---...— I 1 2 z ktk Sheathing.•---- i RBC clip required at blocked \, s i 7 i, ' Beveled blocking.- ,-�."'- Ht 1 a cudu - ` -_.__.______.-.__. r: diaphragms.(see RBC le)- \ 8d's @ 3'o.c - -111-1- Simpsonclip @ 2<' ''.` 1 i_or: ' c f - _ '6,_ Sheathing see schedule--- -- '�r Boundary nailing,sd I i'"'' { ( `- Z er. , -` 2x studs. I f / -_Top chord. 7i \ I f ` \ \ __ - y commons 6'o:c.unto. � f tl J , 1\,y_ tJ,, ; _--- y f -�„T1-._-- - 6bcking with Bd 3'n c ��4 \ „,,g, t _ f k : 11:.r ., ,.c s_ 'f----Edge nailin' '_ J _.-c.-..---- - ----- Shear nailing. -. F �4 rC g ! :1 l i\ � i I s T t:ii:'7.-at*:1 wo-Ieethuty w .-I- Upf>er lkscr edge nailing • \` \, r f t. o F y -.� { .- - march below 11T i r \ i f 1 b'f- ( JJ / i III 1 q I i j 11,,...._ � . ! I �I fi -- T'- M Shear nailing. L-• 1 - "14,•:j),_ '� - g r. t' I t` !' 2 max t 2 x blocking 2x each side of ; a % j * �`- �yl 'r' 2' 1 Edge nailing - I ,n sir t tr -, 1 . : t 1155._,., :. ° I break.atning ;1[I d' 4 ' _ d I 2 x stud wall- SI :[ Web blocking. '-j ,j ii / F ! �7� ��I Sheathing,- �� (Roof Boundary Clip) ,, , tut'_t. I li i ,!--- 'f -- ! 2'max. k i.i.,-.,72.%-l-_.. - _) Ceiling joists ar truss.--.- i, ! Blocked diaphragms only� ,sr .'.a•cI. Alf, <F'G� �'EC5 L� , I n1 ,._-_v._ -Shear nailing 11,1 I / 1 .y `-1 i i ` moi,. .w�r tt qr� p. '_l' -..B'cLOi:,'s 1 I ,,.' -' ...._. i r l ! ' lower Moor edge nailing. orf k - -- - ._........__.. �! Req.Waling CUp spacing I d$ -r air ^c.J .-._ -moi .I-_&nom chord._--y-__,...6. J .. g ♦3-_` 'h g /i li 8d @ 6 35'o.c. 04 }.h'--r' Lower Iloorstag Bred Low -� \r �.�- �_KYa C� ,_.._ _ f � - -.___ \._._.--. nary ----�_-_ _._,.m -. --Edge nailing �.., \u J ._. i j .r� - -~-{--II--{r edge nailing. j II� 1 ad @ 4• I 1 S'o.c. It... .,.',."tom\ •4 _-- Edge nailing I' I ��v -- _..._ _,— r -] 2 x studs _ - fes' —. 10d C 4' 1 2'o.c. i r_--'.i,Lt, Sheathing._ ,, ---- t Sheatfung see }; `-` - -- - " , H 1 2 x studs.------ -' I schedule.----------- , 1 Ei �`- Rafter/Truss at eaves 1 (4)16d each side., _..--. Scale:t'=1'0' 1 } Interior shearwall parallel to trusses Beveledblockin at brace 1 Floor oasts parallel g - Scale 3;4'=t'-o' Interior shearwall perpendicular to trusses ---- L30 clips al blocking. ._._- ----,_ 1, I - --- -------------._...._._r -_--- - Scale:;-=1,0' , -'--_ a Scale't'=t'0' Boundary nailing into lookouts or L i blocking adjacent to trace. _ •-. �, INTERIOR (�/°11��j p Sheathing,see schedule.-------, i Id commons�0 6'c.c, 1 4� F DETAILS S 2x scuds. �r blocking with shear nailing �1 V' -B� t I I c' [� a•� 1 into top chord -------� ; 1 I I - . Floor sheathing,---- .,,,- -_,,� 1 . 1 I ,J i Floor joists. --------"- `Iy-.....I ''� �`t�__.. t _ :' f- :-.,�.._.._.___ j�r_- _j_ ii c-=�,I Shear nadin _..----ii, •/1� -ti - '1=V- y i t J y r I 16d @&o c Floor sheathing. _ \ ( € -.-2x blocking with shear nailing - I Upper Ilogr edge flailing I ? 1 I ` -�r45`r I 2 x:lat stiffener.' �1 }' '- li J 1 r Edge nailing -- / I ? f!:-.--1';..-1I r'• into top plate. See schedule. -. Nailing to march shear watt r I J 1 9 d _~ j I /�I [x 4 angled braee.---_- € _ i` i �•' edge nailing requirement. _ r r j Sheathing 1p match �i ;•_. 9ki �� I --Nailing to match shear wall ! --s- = --'_' _ r__--- � I j` CB 't i j edge nailing requirement, / . _ -Shear nailing,see ; 2'max. 1' ! ivatl below.-- 1 t..B ��f '� ` j schedule. Sheathing �5�i ! I f; I •'rA / /i� f 'Stiffener may be omitted ' f _ \.,,., f' if brace is less Than F'. ., r Ficorsheathing. + - 2x hfocking, i break. g Ili ! f I 1 }._" �' zJ .1 "` P I 1 , 'max.. .._.. 'I I o ,� ( ] 1 I I t =r I _ Frarnn cap.(see __ �, e s� A. I , ' j� NI I ? I I / 7� Lowestboredyeruling.��y scF B Inj I / A7 i Scale:t-it2' t'0' 1j4 t f I j I 'If Jr i j Lower floor staggered .i i� .•i T, r �J i'i' I F 1..1 __ r i l -...;;,!11_^ edge nailing. .-_. -_"-- .,-.,•••• { ._-�-.... ���'i Sheathing. -_- _.-.,_..�_ •. f Edge nailing -1'c 1 y r Connect fdst to blocking {�!I i 2 r studs - ✓P 3 Sheathing. --_.--_-.---;+ Boundary nailing into tNgcking� i if I \~ with shear nailing. 2x blocking i - Edge Waiting. ' Sheathing,see - h 33 i1 r ,' L30 cif •--,� ^' ___.__.__- i 2 x scuds--_.._ 1 P I r, i ar'let. __ i yrhpdulc. _!1_l_..... ... }! +_..__.._—._-Edge Nailing. { I -_-5•.rrectural she2fleiny- I I -"/ Top chord....._ - r,r I b y Shear nailing.see GBC clip —.--.— - ; _.�s - li schedule,�---- 1 -I -_2 x 5111,15: 3t I t\., l 11\�F r "I ! ,< 8" d i I 2 x 4 angled braces 40'o.c- - - --- Floor joist. f 2 x studs. d? II Floor joists perpendicular '` -1 I..- -,-.-Slruciural Sheathing. E .I _.perpendicular.. Il._.,_....- c ,..•...—'Q I i 1 I C tin "<x 4 angled brace--- - - -t_�, _�__I�- I (4!16d blocking to brace.- �- r Gabe end truss _ I • --_._.___ SECT B'� j Parallel to oasts 4NalitJefow Perpendicular tojoists Wallhebw Scale:t'_,'.0- Scalett-tt2'=;,-0.-------. . ..-...-___________..� 1 �j L _ p 1 __..- ------- EXTERIOR UPPER ► Scale t'=§'Q' Scale.1'=1,0' Ix INTER'.IOR UPPER FLOORDETAILS FLOOR DETAILS EXTERIOR R F DETAILS 1 1 _.__._.___ -- . y _ a c v Li 2x studs. ---- _ , 24 studs. —_..,.,._._ I, (' Sheathing.see `.t; I -Mudsill with anchor I -:3 _ ,_ Sheathing,sec ',t;; ~C� i y - •Mudsill with anchor ij schedule - �' I ! bolts:see schedule. r rT -_ --- __ l`y I ` Sole letpl see with shear r ,~ i! / r-Decking. 4Ce ,r! 3j ! �T 2x studs-- i`. I ::K1: - "-1 Deks yhdle.r Shhrng seeIEd l ..-,_ J }l, I�g g // ng i �� �:/ i - _ _ lor Mudequbententsedule j ' _,1 _ ._ I r Y' ±.^-_� Edge nailing. TIA I-.�._F J• 77�{{¢� d�un ppppm� r EDGE N.=l_M.S' ; i, 3 y_; 41- I W Floor to mudsill I i r I } shear nailing I „,c see scI n-cl Ie-.._.-.w_..' s .__.� I t I S-_3�-+�:.u__ I __ 1' 13 I. 1 1 ( i. r IiE-111-2.11.=;L1_ii 1' f i3`i IIE�1I _i I L , Ifs If I it Vii, I Blatt =111=II 1T-} Ii III Il €I j(EII!_EI I I;rl, „ ' ' I1(-I I=1,i� itfw I 7 ' � I;L_€tall i CF., i 1 EW 11.111 1 ' l i E-1' , t 1=1 :I t 1 1 #11;11F 1 i 1 • I Ilf--iii= 1 is ._; u !I 3 Interior post and beam _ E Standard A.B. Detail Garage slab Post and beam Girders flushwiihmudsiif ? y.ZZ�S�AC E; Scale:?'-1'-0' t Scale:t.5'>t'0" - - _ ____.__._.M.�___,___—— —.------ ________________ _________ _ ,_________________________ :,, ----._--_- Scale:1'=1'0' Scale:7 t°6" i , , INT.R'I R PATI DETAILS EXTERIOR FOUNDATION ® TAILS �1 z ,�I c