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Specifications (13) N\ -`2�1 -(._t -)CC 0qm SU GNZ-eiza- lr\ . 'I; OWE 10570 SE Washington St Suite 212 LL ENGINEERING, LLCPortland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEIVED November 8, 2018 fEG 2 7 2018 Mascord Plan: CRY OF TIGARD 1247B - FOUR D CONST GREENSWARD PARK NO 2 PARCEL 1 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 410 Project Number: c� NF-S' 180338 ,A 2 5 7PE r '014, ,Th 0 GOZ 'AG1�t221 / >• r, HO f�:4�pTi��. aT�� T- 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 I II -- _ �, .. 0 11•111111111111R .... ...., R MIII4MiNfilliiVilWral ' .4,1,,t,:y,11,11, n , lillib Ml M2 M3 M4 LE 1247B FRONT ELEVATION 4gdfrek,a06., ROWELL oRRwN 11/0/1/15 SNI. SCALE ,1/8' • I'-0' ENGINEERING,LLC COLLECTION STRUCTURAL- ENGINEERING L0570 SE 005Mw0700 STREET STE,00 PM 15051 150.6252 PORTLOR0,97 912.6 '405500 254415* Page 2 I: ______________.--------l_ �� imr , 9-1 5R� MINIMINIIIIIIIIIIMIMEMI i# 111 1 PS.2 X CAST•IN.Pt AGE NAILERS o 24'O.C. M5ib M6 M7 M8 1247B BIGHT ELEVATIONIME ME It ROWEL aR4wM wosiw 6M� SCALE :1/211' • 0 I'- ' e ENGINEERING, LLC COLLECTION STRUCTURAL ENGINEERING *510 SC w65„STOM STREET STC.240 PH.15031 254.6212 P O01LMO.00. 5226 27,011031 234.5 704 Page 3 rr ■ r r a l ■ = T1 T-n 1Ip11. I 1 I] II 1 I) "' IL I iH 7 1 sl% M9 M10 1247B ��,�� ELEVATION ROWELL DRAWN WOO,. sax SCALE I vas • r'-m EE 49i- , lit ENGINEERING, LLC COLLECTION STRUCTURAL ENGINEERING .5T0 SE W&SNMSTOR STREET STE S0 Pn.ISOL 2S4.62S2 PORTLAND.OR SUS TA.I5S3I 258.616, Page 4 II __'__-� - s N_ -71 � � (II 4 f I Ir 1 l__t_ M 1 1 * * M12 1247B LEF=T ELEVATION ER ME 140.4,106 ROWELL DRAWN niavle SNA SCALE 1/6' • 1'-0' ENGINEERING,LLC COL L E C T I ON STRUCTURAL ENGINEERING 10570 5E INA5NinST09 STREET STE,70 M 1503$254-539? PORTLAND,OP 912? TAR30051 200.6151 Page 5 DATE: 11/08/18 PROJECT: 1247B - FOUR D CONST WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 16 ft 0 0 least horizontal dimension, b = 55 ft 0 0 0 0 a=min(0.1b, 0.4h) >= max(3', 0.04b) 0 0 0 0 0.1b= 5.5 ft 0 0 0.4h= 6.4 ft 0 0 min = 5.5 ft 0 0 0 0 3'= 3 ft 0 0 0.04b = 2.2 ft 0 0 max = 3 0 0 0 0 a = 5.5 ft 0 0 2a= 11 ft 0 0 0 0 roof rise, y= 4 M1 42 22 1244 roof run, x = 12 M2 19 57 76 1782 arctan(y/x) = 18.43 DEG M3 97 149 2279 M4 68 52 2134 A= 25.8 psf M5 53 38 1645 B = 7.3 psf M6 112 147 2529 C = 17.2 psf M7 95 109 2081 D = 4.1 psf M8 48 26 1428 M9 135 148 2929 M10 46 77 37 2663 M11 36 24 1104 M12 53 31 1594 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s 5 8 Page 6 3.5 T T IV TTP1`1ASTE.R / EiMP •'11111 49: I oUTDooRBR. 2L I VlNC {lk DINING Wlir' • I I I 1 i EXTEND SHEAR WALL TFIROLGH INTERSECTING WALL LI I-MNG C • .mom"hi 1 I I 4 BR_ 3 ''''''',J EXTEND INTERIOR SHEARwAU.S - i¶U TO ROOF SHEATWMG,SEE TTP. 1 I INTERIOR ROOF DETAILS I 1 1 ir Li I I I I FO'r ER z a t c ill I 1 r- - 9 1 3. __-- GARAGE PORCH OFFICE/GUEST EXTEND SWEAR WALLH ...........,,...`,,,,.........,... INTERSECTING ' WALL 1» S nrx) Jb. l e �ji L I E I J L._ CONTINUOUS HEADER PER DETAIL 17 A +1 t+ w 0 . I.1 n I ME 1247E MAIN PLCO PLAN ME ROWELL *RAwX tl/04/14 SRA SCALE :I/E- • I•-m• it ENGINEERING, LLC COLLECT I ON STRUCTURAL ENGINEERING 10510 SE WASDIETT0.4 STREET STE.340 PT.15031 250.4393 PORTLARO.OR. 9)346 (*145031 254-4151 1 „.„ " _.„...... _ .........ir .,i,....„ ..., 4.k r•-• ti, ,., La z ci.) 0) et ' as ri • 8.. 5' ir O 1 0414 gi t 1 4 \ o. , ..... o _ , 1 • 0 1 \ u , • SHEAR WALL SCHEDULE • • HOLDOWN SCHEDULE • ;(,; ..II F au,./xXs. 1.X.'0 17 1 StiWilt7--'g1SItill) ''+'`, FASTENERS CAP A.C1 TY NO fLS APA RATED PLYWOOD OR ORIENTED S - ND BOARD (I) 4.00.FF0i.e. SC.00et kvoth OP 3V-th or BP$V-6.• , (LBS) ... ..._..........,............... ____ 1 - : SP' V-6 raqx,,,xxxx,,xxax2”..,xe.evt wa 5,4, e• "...,'n...uv. p.o.te i FASTENERS(3)4)„),(6)(7) soLE e .. 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(39)1.1,.. ,,,,,,. n 1 li2" i 14i.4-xxx I 1,),tolaowns oteax 47 eXCh XtiCI Xi got.stmorwoo 4 1441, 1 •,. i to aim 0‘36.1t 2X 11,3, Violl,CAI .4,,x px s0-44 x,:to 5 SO"Lang ''''" ''''''''''' 9,2, III — 17---- '`.411 1 to e944 nolooer stua. -- 1+)(UV Ix x 36%a a)164 cox.,,,,,x,ea.end. 5160 82 (30)1-841 sx.es ..(-& 'AC 22 CC , '4) 2'OC 2' , , , „xx,. ;,.. • (4 A 1 t? m.„I,7+MO).64 sarxmor,or x4xer C4CF.anc . •40 —.— — o-xxx . ; 1.161440.1)14)1E4 54,,,ers xocn end, 0 1 , i(11)0.47,T Ix x 60'5 vo./(22 144 common,,,r,e,.,..,e.)0-exa ..e.. 8210 (2,,,164 xxxx,.s. ,,,,,,,, t t4a.c,Il—....p.t.,-- l i 1 uS148./(16,Ai,:conxxoxs fD.4,4 exa / S.1%.114 4,7,,,.;sos h'4 Xi 0. (n 131 4,,),:. 3,0C 1 3 ,.) " C :2x 20'0C1 xxx(4)1 31.8 Mb1C52 21 16d.....t,x0xX ed. ---,— -- ____ ,,,, ,.%, r /. .P....... . 23-3..C. . I (12)MST.4 X /25,e/(24)162 con,nson or....sox 4444*vflo 1.1541-8 170)NaNIC.2,5,' ,..axo -- — . 40760../(23)142 common ea,*ard rx SE...1,.,4 ./11.u...c,et'1..,. '.4f: i . 7,157C.46 w/(32),F6 wnkors 00644*426. 061 107- 4 or, 01,1 EA CE 2/5' 2"06 i.2.5 0 C 34 16"CC. 4 x4),(8) 14 i'1l10'i0 1(15), 1.•.130?tattoo:a ta.,AB xxa f.14151 r 0,1 I I , i) 11 ..,/2724.4remoie a,,X., ''''''' '",,,i Sr'''''''''...'17 I May,4ro..11,1,,,oar,41 14 '' "1 HU 46144 I (IX)XX Watt regweeni whwe stta,o,,.....o,ptork (66)UrS x"x 2.14- ...x.i. _,, .N.4309 Oovar.),..4)A6 1 61,6 MI*44* , . ... ‘1146 4,.0 2'a 6. r r 0C. 36 :Fr 0.,... xee Wk9 ''.1..". ' 1 1 1 1 1 17'7137/14 " - I.., niV • 0 Ni. Ili _I, 4 milm....• , . ( .2... Page 8 DOUBLE 2 X 4 OR ip .,---''---- -------- FRAMING • LOCATION OF 1-10LIDOWN. i •L11)1. k liriiwit SEE SCNEDULE .,,....., 4 .:........ ,I.-, At, rf. irlimiummui A "pli‘ _,, ADED ROD 1 1 Ili 5 g 7 SLEEVE NUT 5 to ' 8 i . BOLT SPLICE si5 MIN 11 i mom 7111111111111111111/ff '''' _ _auk i 1 '' A . ' f' " . ... a .4 12 . CSI6 FROM SILL - .. a'5IMPSOW ATAE--•-- .' PLATE TO 2X eLKG DOLT (5EE LENGT+4 OF WALL • '..3 . •4'4 . . . •'4. .SCI4ECULE) . . , 4 4 - ' 4 1 43" . ••4Zi 4 4 '• CONCRETE FOUNDATION ' . * • . . • • • 'ci 4 ' 4, 4 ''' 4 4 4 • . * ...4 . 4 4 44 • 44", 'a STEP DOWN END. 4 0 —1OLDWON EXTEN. SCALE: 3/4' = 11-0" 1 [ , ,r MIN. -4/3.5 Page 9 - _ SIMPSON "MSTA3e," ^- 1TI- .. T I•!• -1•-I- EA. SIDE, (4)-TOTAL •I•'. I I 1'I 2X CRIPPLE WALL OVER _1• L I t: L _ -�-- HEAER, W/ 11%° SPLICE Ii' -. -� JOINT W/ CONT.NAILING . HEADER (CONTINUOUS) �I.i- CONTINUE HEADER Ll .I•, TO BLDG. CORNER 4 Z I•• NAIL SHEATHING TO I•. a •11`I HEADER W/ 0.148"m X d •I (. 2144" F. RH. P-NAILS 51 1 • 3' O.G. BOTH WAYS :arrows 11 `I .r n C. GA AGF (OR OTHER OPEN'G) 3W 1- CD 15/32" APA-RATED S1-4T1-1G 7 ,FROM SINGLE SHEET, 0 1:_111 FASTENED PER SHEAR th z I, SCHEDULE SPECIFICATIONS 11 AND NOTES • p _ _ - BLOCK ALL PANEL EDGES Q •11 ri I PER SHEAR SCHEDULE .1111 II II• • SPECIFICATIONS 4 NOTES 11I I 1 .I 11 11• ' REBAR (o0 GRADE o z •• 1 11.1 E -1 11 j•I SEE SHEAR SCHEDULE AND wI I II � NOTES FOR HOLDDOWN SPECS `" ji •I'1c I• PANEL WIDTH I / L *3 TIES 11 11 II II II (0 b) II II co IISI I I I__ 11 11 2 l O. Q 01 *3 TIES II u II U II E E 10" o.c. II II II ro PLAN VIEW OF (3)s \II II 11 STEM WALL IL EACH SIDE I -- II ---II �4" CONC. SLAB 41IIIIE II II II MIN. 12"x12' CONT. *5 REAR WI 24" HOOK FOOTING e GARAGE TOP 4 BOTTOM A CORNERS DOOR W/ (4)*4 CONT. 12 N41RROUJ SHEAIR PANEL NO SCALE (REDUCES PANEL I-IGT.) NRWSHEAR3O IDRAWN 151'- J.Y. CIVIL- STRUCTURAL ENGINEERS 1D ATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH (503) 254-6292 PORTLAND, OR. 97216 FAX: (503) 254-6761 Page 10 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON HD. EDGE LARGEST OF T-1 (2) I-1D STRAPS 6 CORNER m t iiiiiiiii A MGM, /A 'V ►V 4- LARGEST OF THE (2) 1 (2) 2X OR LARGER jlH.D'S g CORNER '�' (DEPENDING ON N.D.) i> r A 'd FOUNDATION G 9 UPPER FLOOR c-e-- CO '1 11 1 ED k0_1DOWN COIN / SCALE: 3/4" = 1'-(d" C'0113IrE"H° pRAUJ NG NOT TO SCALE -A= EM0INIEEG13[1R3 DRAWN 15Y- J.Y. CIVIL- STRUCTURAL ENGINEERS DATE-TE 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 . Page 11 DATE: 11/08/18 PROJECT: 1247B - FOUR D CONST verc m1111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2015 IBC BY: SNA WIND SPEED: 120 Adjustment Factor for Building Height A= 1.00 EXPOSURE: B Increase 110/B wind loads by 1.19 SEISMIC CAT: D to obtain 120/B DS: 0.850 F°8DG=X 1U2 � " U R: 6.5 snow load = 25 F: 12 mean roof h= � A upper 0 � (hi ' 16 A main: 3759 V=FSuoVVoi./Req 12.14-11 A lower: 0 ASD Load Combination V/1.4 WDL IBC ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-21 ROOF/CEILING 150 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8' 0 0 0 0. BRICK 40 0 0 0 O - TOTAL 0 0 0 MAIN FLOOR ROOF/CEILING 15 3759 56385 8848 6320 FLOOR 12' 0 0 0 EXT. WALLS 12 9 276' 15304 2402 1715 INT. WALLS 8 9 276 10203 1601 1144 WALLS ABOVE 0 0 0 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 81892' 12851 9179 LOWER FLOOR RDDF/CE|L|NG15 0 0 0 , FLOOR 120 0 0 EXT. WALLS 12' 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 25507 ' 4003 2869 DECK 10' 0 0 0 BRICK 40 0 0 0 0 TOTAL 25507 4003 2859 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Lnod (p|D Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 260260 1 1500 cmST12x366 2684 STHD14RJ A 350/350 2 3430cmsT1ex:8^ 7 5090 HTT5 B 600/600 3 4700 �cmar1uvsu^ 8 7855 HDU8 C 806/640 4 6210 cwsT12x72" 9 9535 HDU11 D 980/980 5 9215 cmoT12x90^ 10 14445 HDU-14 E 1280/1280 ' ? 14446 to high ` F 1540/1640 Page 12 DATE: 11/08/18 PROJECT: 1247B - FOUR D CONST WALLS DIAPH. LOAD WALL SQ, FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M1 4.4 8.5 4.9 18.2 36.0 9.0 M2 10.0 10.0 9.0 M3 20.0 20.0 9.0 M4 24.0 5.1 4.0 6.8 39.9 9.0' M5 2.0 2.0 4.0 9.0 M6 16.2 16.2 9.0 M7 3.9 3.9 7.8 11.9 M8 4.6 4.6 3.0 3.6 15.8 9.0 M9 4.0 4.0 8.0 9.0 M10 12.0 12.0 9.0 M11 3.0 3.0 6.0 9.0 'M12 2.6 2.6 3.8 9.6 9.0 0.0 0.0 0.0 0.0 184.7 0.0 0.0 0.0 0.0 0.0 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: 11/8/18 PROJECT: 1247B - FOUR D CONST WIND 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 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0' 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0� 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 M1 1244 1244 925 36.0 35 26 M2 1782 1782 1326 10.0 178 133 M3 2279 2279 1695 20.0 114 85 M4 2134 2134' 1587 39.9 53 40 M5 1645 1645 1223' 4.0' 411 306 M6 2529 2529 1881 16.2 156 116 M7 2081 2081 1548' 7.8 267 198 M8 1428 1428 1062 15.8 90 67 M9 2929 2929 2178 8.0 366 272 M10 2663 2663 1981 12.0 222 165 M11 1104 1104 821 6.0 184 137 M12 1594 1594 1185 9.0 177 132 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 23412 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0' 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0' 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0' 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.01 0 0 0 0 0 0 0.0 0 0, 0 0 Page 14 DATE: 11/08/18 PROJECT: 1247E - FOUR D CONST SEISMIC SEIS. - TOTAL SQR. % 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 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0010 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 too 0 o% 0 0 ml X 9179 912 24% 2227 0 2227 62 1.00 1.00 62 M2 X 9179 207 6% 505 0 505 51 1.00 1.00 51 M3 X 9179 471 13% 1150 0 1150 58 1.00 1.00 58 M4 X 9179 1637 44% 3997 0 3997 100 1.00 1.00 100 M5 X 9179 459 12% 1121 0 1121 280 1.00 1.00 280 M6 X 9179 1350 36% 3297 0 3297 203 1.00 1.00 203 M7 X 9179 1169 31% 2855 0 2855 366 1.00 1.00 366 M8 X 9179 371 10% 906 0 906 57 1.00 1.00 57 M9 X 9179 337 9% 823 0 823 103 1.00 1.00 103 M10 X 9179 193 5% 471 0 471 39 1.00 1.00 39 M11 X 9179 174 5% 425 0 425 71 1.00 1.00 71 M12 X 9179 235 6% 574 0 574 64 1.00 1.00 64 0 9179 0% 0 0 0 0 1.00 0 0 9179 0% 0 0 0 0 1.00 0 0 9179 0% 0 0 0 0 1.00 0 0 9179 0% 0 0 0 0 1.00 0 200% 18351 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0" 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0.- 0 2859 0% 0 0 0 0 1.00 0" 0 2859' 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0 1.00 0 0 2859 0% 0 0 0 0_ 1.00 0 0% 0 ' Page 15 DATE: 11/08/18 PROJECT: 1247B - FOUR D CONST WALLSUMMARY WIND Narrow INCR CONTRMAX. SHEAR WALL mm UNIT Panel SEIS DESGN UNIT UPL|FTwinanw w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr pU. 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 8 OR O 0 0 1.00 0 0 0 0 OR O ' 0 0 1.00 0 0 0 0 OR O O 0 1.00 0 0 0 U DR U 0 O 1.00 0 ' 0 0 O OR O 0 0 1.00 0 0 0 O OR D O 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 U OR O 0 0 1.00 ' 0 0 0 D DR 0 0 0 1.00 0 0 0 O DR U 0 0 1.00 0 0 0 0 OR 0 0 0 1D0 0 0 0 0 OR 0 O 1.00 0 0 0 O OR U 0 0� 1.00 0 0 0 0 ORO 0 0 1.00 0 0 0 O OR O W11 26 1.02 63 X 63 557 S S 0 OR 0 2x M2 133 1.00 51 X 133 1193 S S 1 OR 6 2x M3 85 1.00 58 X 85 763 S S 0 OR 0 2x ' M4 40 1.13 113 X 113 902 S S 0 OR 0 2x M5 306 1.75 490 X 490 2753 B A 2 OR 7 2x &1S 116 1.00 203 X 203 1831 S S 2 OR 6 2x M7 198 1.53 558 X 558 4355 B B 3 OR 7 2x M8 67 1.50 86 X 86 605 S S 0 OR 0 2x M9 272 1.13 116 X 272 2451 A A 2 OR 6 2x M10 165 1.00 39 X 165 1486 S S 1 OR 6 2x &111 137 1.50 106 X137 1232 S S 1 OR 6 2x M12 132 1.73 110 X � 132 1185 S S 1 OR 6 2x 0 0 1.00 0 . 0 0 O OR 0 0 1.00 0 0 0 O OR U 0 0 1.00 0 0 0 0 OR U 0 0 1.00 0 0 0 D DR O - 0 0 1.00 0 0 0 U OR O O` 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR 8 0 0 1.00 0 0 0 8 OR O 0 0 1.00 0 0 0 0 OR O 0 0 1.00 0 0 0 U OR 0 0 0 1,00 0 0 0 U DR O 0 0 1.00 OO 0 U DR 0 0 0 1.00 0 � 0 0 D OR 0 ' 0 0 1.00 0 0 0 O OR U 0 0 1.00 0 0 0 U OR U 0 0 1.00 ' 0 0 0 O OR 0 0 0 1.80 0 0 0 O OR U 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 ' 0 0 0 DR 0 Page 16 . I I LAP 48 PIA. t wnTN mom "M" z— #4@10" O.C. • • • 2" CLEAN-- PACKFILL WALL W111-1 FM-PRAINING GRANULAR 1 AM7ERIAL H 1 Rf3AR "M" r i 3" PIA, REI PIPE , WTH FILTER FAf3l:IC • H/2 J #4 c 16" O.G. .J LFVFL GAF MUST FX11 �" CL 3"---' -- MINIMUM OF 24' FROM FACENnA OF `—' f Hf WALL. 13FYONI7 T115 POINT"THF —5�, 3� CI- AR \- 5LOPF MUST NOT FXCFFI7 2:1, f ws C - - - A-"- 13 — /DRETAINING WALL DETAIL - LEVEL BACKFILL DRAWWG NOT TO SCALE,SEE WALL SCHEDULE FOR DIMENSIONS RETAINING WALL SCHEDULE H Ws A C B Bar"M" Bar"N" Bar"0" 4' 8" 8" 1'-4" 2'-8" #4- 18" oc #4- 18" oc #4 - 18" oc 6' 8" 8" 2'-10" 4'-2" #4- 18"oc #4- 18"oc #4- 18" oc 8' 8" 8" 4'-2" 5'-6" #4 - 8" oc #4- 16"oc #5- 10"oc 10' 8" 1' 5'-6" 7'-2" #5 -9" oc #4 - 18"oc #5-8" oc ALL SECTIONS: CONCRETE Fc 3000 PSI REBAR GRADE 60 EFP = 35 PCF LEVEL BACKFILL ONLY Hfill - Ht 1' 81.2 Customer: Mascord Design Associates Rowell Engineering Project: Cantilever Wall. EFP=35 PCF 45 SE 102nd Avenue Sheet Number: 0 Portland, OR 97216 Al Date: 10/24/01 RJM (503) 254-6292 Page 17 ROWELL RETAINING WALLCAD Software Release Number B1.2 Version B 1/28/97 FUM ENGINEERING CONSTANTS_ Soil Density 110 OTM Factor of Safety 1.5 Concrete Density 150 Stern Factor of Safety PHlvu 0.85 Heel Factor of Safety P1-las 0.80 Sliding Factor of Safety Sliding Coefficient 0.35_ PROJECT PARAMETERS Client Name Mascord Design Associates Detail Number A Project Number Sheet Number Al Project Name Cantilever Wail-EFP.35 PCF , -.. - , Concrete Fc .. 3000 ._._._psi_ - M..cQ-•.1.-Fle.RtgD "* — 1 c I Steel Grade 60 60000 Equivalent Fluid Pressure _ 35 _{I Lbs/R^3 Wall Thickness IMERE In Height of Soil at Toe I 0 I In Footing Height 12 in SECTION 1 DESIGN H,Wall Height ft I 4 I ft B,Total Footing Length,in. 32 in 7-8" Rebar Stem Reber Heel Rebar A,Toe Length 8 in 8" Size OC Bar"M" Bar"N" Bar"O" C,Heel Length 15 In 14" 4 16 1356% 10852% 1233% Running Length/Calc Length 1.00 1 I 1 4 12 1793% 14342% 1644% %OTM Factor of Safety 324% 4.86 4 8 2641% 21131% 2468% %Sliding Factor of Safety 103% 1.55 4 6 3458% 27687% 3288% %Max Soil Beating Pressure 43% Psf 645 4 5 4089% 32713% 3946% Min Sot Bearing Pressure 285 paf 4 4 4997% 39976% 4832% %Allowable Shear Stress 4% kpsl 5 5 12 2745% 21962% 2569% 5 8 4002% 32013% 3853% Size CC 5 4 7305% 58443% 7706% Rebar"M" 4 18 1200% 6 8 6541% 44330% 5548% Rebar"N" 4 18 9674% 6 8 7067% 56534% 7398% Rebar"0" 4 18 1096% 6 4 9635% 77082% 11097% SECTION 2 DESIGN H,Wall Height ft. I 5 I ft 8,Total Footing Length,in. 50 In 4-2" Rebar Stem Rebar Heel Rebar A Toe Length 8 In 8" Size OC Bar"M" Bar"N" , Bar"0" C,Heel Length 34 In 7-10" 4 16 293% 2344% 212% Running Length/Calc Length 1.00 1 I 1 4 12 387% 3098% 282% %OTM Factor of Safety 327% 4.91 4 8 571% 4564% 423% %Sliding Factor of Safety 103% 1.55 4 6 747% 5976% 565% %Max Solt Bearing Pressure 65% psf 969 4 5 883% 7066% 678% Min Soil Bearing Pressure 367 psi 4 4 1079% 8835% 847% %Allowable Shear Stress 12% kpsi 13 5 12 593% 4744% 441% 5 8 864% 6915% 862% Size OC 5 4 1578% 12824% 1323% Rebar"M" 4 18 261% 6 8 1107% 9575% 953% Rebar"N" 4 18 2090% 6 6 1526% 12211% 1270% Reber"0" 4 18 188% 6 4 2061% 16650% 1906% SECTION 3 DESIGN H,Wall Height ft I 8 1 ft B,Total Footing Length,In. 66 In 5'-6" Rebar Stem Rebar Heel Rebar A Toe Length 8 In 8" Size CC Bar"M" Bar"M' Bar"0" C,Heel Length 50 in 4'-7' 4 16 107% 854% 80% Running Length/Calc Length 1.00 1 I 1 4 12 141% 1129% 107% %OTM Factor of Safety 313% 4.70 4 8 208% 1883% 161% %Sliding Factor of Safety 101% 1.51 4 6 272% 2178% 214% %Max Soil Bearing Pressure 88% psf 1,325 4 5 322% 2575% 257% Min Soil Bearing Pressure 433 psi' _ 4 4 393% 3147% 321% %Allowable Shear Stress 23% kpsi 25 5 12 216% 1729% 167% 5 8 315% 2520% 251% Size OC 5 4 575% 4600% 502% Rebar"M" 4 8 208% 6 8 436% 3490% 361% Rebar'N" 4 16 854% 6 6 556% 4450% 482% Rebar"O" 5 10 201% 6 4 758% . 6068% 723% SECTION 4 DESIGN H,Wall Height ft. I 10 I ft B,Total Footing Length,in. 86 in 7'-7' Rebar Stern Rebar Heel Rebar' A,Toe Length 12 in 1' Size OC Bar"M" Bar"N" Bar"0" C,Heel Length 66 in 5-6" 4 16 50% 402% 35% Running Length/Calc Length 1.00 1 I 1 4 12 66% 531% 47% %OTM Factor of Safety 334% 5.01 4 8 98% 783% 71% X Sliding Factor of Safety 100% 1.50 4 6 128% 1025% 94% %Max Soli Bearing Pressure 98% psf 1,484 4 5 151% 1212% 113% Min Soli Bearing Pressure 635 pet 4 4 185% 1481% 141% %Allowable Shear Stress 38% kpsl 42 5 12 102% 813% 73% 5 8 148% 1186% 110% Size CC 5 4 271% _ 2165% 220% Rebar"M" ©IKEI 133% 6 8 205% 1642% 159% Rebar"N" 11101=1.E. 358% 6 6 262% 2094% 212% Rebar"O" © 8 110% 6 4 357% 2855% 317% RM 19413%la old VMS-33 PLFrlstOesign 10/24011249 PM Page 1 of _. 111...liniailir WIND a MUM 0ED PROffS GENERAL NOTES LEGEND 2015ANALYSIS IBC 45. t01Nek-40 . • SHEAR WALL SCHEDULE • PLEASE NOTE: RDUE *it.' 6x40674011 ' • APPROX.NOt0011J LOCATIONS 0 LAIL'EST OF THE (1)All IATA..e.pand to THE TOP OF EACH SHEAR WALL MUST BE MPH. 00 J 00"a R APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) SHEATHING t27 HD STRAPS weather shat be galvanized. =SHEAR WALL LocATIONs ` PER SCHEDULE R CORNER Sip CONNECTED TO THE ROOF SHEATHING OR EXP-' D OREGON:.y L•i Z i;, FASTENERS 0/GIN%0I SOLE E SILL PLATE (2)AG exterior wads shat be twat 36 SILL PLATE Acoula1D bE1S•CAT,$)3 T'C� Y.1 .4040/4 NAILING ALLOW (217%OR LAMER 1!®t)+.� o's'aNeorwm requirements ne a FLOOR SHEATHING. THE BOTTOM OF EACH ZIP: 97774 Oa 22, fir, w OR%0.6.666 O PXNFL M NOTES LOAD DEPENDING ON HD. EDGE NAIL (271% O T.RO`R w TTP! 16d Sig[ sPAo1a w�O N�+ n minimum 66L]%SILL PLANE REOAREO SHEAR WALL MUST BE CONNECTED TO THE ? E0005 SINXER OA) (2) $ELS (,I PER SCHEDULE EE, M FLOOR SHEATH)NG OR FOUNDATION. SEE W p„ . EDGE NAIL -.�.R (3)9motMeg on aheo.RWls shall L=!•SHEAR WALL LME C+L<':A-*,:OEC.2T.24,11t....14!2 .n. PER SCHEDULE not be rlimYglad by any wWl TYPICAL CONNECTION DETAILS FOR I w •'A. 6'O.C. r C.c. 2X AC CC. 7%WALL STUD butting into theormall. Q LOAD FROM ABOVE taN-Ool6HEATHW, APPROPRIATE CONNECTION. PER SCHEDULE-�- (�DOUBLE 2.6 U.N.O. no 0 Q .s (0)Builder to verify ins Mala Ion PAM j Jig\ Nf- r�' AT UPPER FLOOR rAqconnections mal uadvgn 3/ a'71 f'111 +'p.C. +'O.G 2s +6'O.C. igg connections per manufacturer. [y) (N�=j - SHEATHING EDGE NAIL (5)AR Roo Arlon lumber to be APIII10 „'C A.H. /�.. 4011406008014E contminAteep with rlmaimum.61.1410 F )1.. Ei a..•w r O.C. 3'O.C. 2% 1r O,C. Pao(4), gOO PER SCHEDULE eonl6nl DC T6% n 1 • 4An (15) 600 X272%OR LARGER i)Ei( Ft E DE40E006 ON ND. I,ii1'i}�, I V HD.YT OF THE (6)All ha 440,4 R Caileners in 1 t77 HD.Y•CORNER contact n11h P.T.lumber.hal be I� z'0.11. 2'O.C. 7x 22'0.G, A EDGE NAIL Il; stainless sleek 2-num a hot dip aNl•.:>n' ) PER SCHEDULE galvanized (� • / SHEATHNG 7X WALL STUD (7)Nail d)mrnscna: \/ Z C TSS' PER SCHEDULE 611 common w 0.131x2.5kf 6p IOd Lannon=0.146A3 ,- aUn a•140' S'O.C. 3'0 bet 2X 20'OC. s (+), qL +E,S_'•'J per• 1,nL,-.4. 3% 20.O.C.(15) (16) %S0 ,AT FOUNDATION 16d sinker R 0.118.325 `� Y EA.sDE 16d common-0.162A3S FI1� 'a ��Qky tsr 0). ii.9 t~•IASTER `� EA x111 .Y«.,.or wL 2•o.c z6•o.c. 3x f6'O.C.(6�16I5j.HE 91 GOMBINEI7 N:D. CORNER Q ._,� �,��; - TMP - A e(+), lir 'RW ata 0•.3 2 0.0 2'O.C. 3X I3-O.C.(6),(15).IS+O (_ 8 rA 6+x11 (16) FSSO OUTDOO! I =R. 2 11 LIVING Me (I)a%0 r..Id.re. l6'0.4 moveSeanal.anal.Ranaa 1.N •a}1a I.s/min.T ertl•oo16M b4 aclall1 211 OR A Y 9 (2)a •R„�R 1.04.400141.04.40014emeDINING rsla Sews.NA W Wi 6 se UPS jep--6. II SYN 06 406 moven en oaks.RA sol..Nva. 1 N :• I 010 (3)Inkomeak.RTA new a A OE 4 Y"q ` 1 ��i x406;CHADOR / ._.-_...__..._. _ PO rrbrnbq o 1740x'9 Pma•lb e.3.A.G.e.nNo. ,Irif i H) t A' winealna 1gsm.e. _,..-,_11_, 'E/ r. (3)DAG.*0 3)) F.RN P-M may 50 rwbaS.ran -S 41 .S e�aRo•.x1R��� 1� 1.171' X 156 .. d,Nl 26.401 aR r (� Iwn01e0 p 4x1 b..4) en j A / • (6)Dlfe'f Y 3 F.RN P-•O y$0 faetetl with 0.1664% 1 III -x;11 .�� 'dR •) :�L ( •j, 3'eawnan A.R 0-n 6 x 3•/4 d0 a tumbled i I T AO. Ly `.R�` u) ga.mwre be.oaf. , I cit ' I L LV (T)Y.RN.P-na'-beNOML.s R AP r.•s+e-Mea Pmn•Rx. ;''i 14 ii '''/V" IAO DOLT SPLICE I , CC )_ (6)40M..4316 W1 O soca x44. 1 _, ( 'HIN I O (6)044.one scar•000 Ind W ARA moon.6 b.w. J ..,_-__.,1...4.1' TEXTEND ALL 7NIRCI. H I to F..bo60 2X iglu. W.riles shat be oboe.sed04 to pch babe.°awe. -bl- --$ -•0 -_ INTERSECT LL '� )) Z t 12" 11".. 'CSW PRC11 SILL -__.fir WALLI' ilf •II hlMl°60N1 dTAE+iRATE 70 7%EUEG J♦ (1a)311 asl.rpN•4.nm+6ro.pm taoaalI vim. v.4... II. BOLT rsee it1 100470 Or w6LL -- SIMMINIMMIN Ij /IGHEOUL11) E (is)RISC a ROBS FOR OLL PLA1E WARM W/I r TRIO(PM , 044601 nr0e.16 SP-DST GIBLOOM I f��/ FM)UR Pu IE NAA)N6 PER 4001 SIO[CF SNDS11MO ao.r6aT6 P.NCATNpN ' • , ii= ..„ L IV 11 Vt�3 G • 1 STEP DOWN FIND. 4 r /44/46 ED INOLDWON ERTEN- I • HOLDOWN SCHEDULE • i1 SCALE, ANA' • 1'.O' ND-11X115 i MARX SIMPSON FASTENERS CAPACITY BR`. 3 EMEND INTERIOR 8rHEARW6LL! TR MODELS (195:) NOTES I TO R0OD SHEATHING,SEE TTP. ARTERIOR ROOF DETAILS Na ...C........C........atm. to I + I I 4 L naaa .n nPl/X1+0/1•FR/.4 WO rewlfed ./.6e1n a•ac 8 2E 112v. .m.1+61..4 '3. I 9 SCHS712 A ti:re=i4 A•%1 �`nbL Hr33 I- J -- ----- --- (t r �a 46'Long I J CURTIS a fAO Ian T ',�x[PJ'eES'fer�ecip 'sfP1 6ersaN TmrAfa• FOYE �j 60•Long a4 hf. I�:��Ii.. r 6' EA blot.to:toiAL1X CRIPPLE MOLL O+al t I HEADER AP M'6PLIOE /> C45T12• (Ie1i Ne,.6de�Tm -- 3lNNi W OPH1.WNLeG 72•Long 6.d 1 j T p 0- -C 8 �ST`Me ro.i e�4 ro e.Nf • . i_ CGNtMNE 111401140 +<_511 214RN ow the sr.. afR TO BLDG COeaER• �~J+/'� NAI.WEATHOG TO(� NTTS (7s]114 6hvox tip ]HEADER 144 044 + •� `j y/A�/ ]a sop IS S'OG.Bahl WAYS �Rs�ry '`P/ HOLT-! . O Type 4040 X.CN .wIM r V [Ya .iJ.�E 9 //lR�2 D ^�/ rpt R O GE 6 u r .e aR y :,Remw♦e-aa. � � 9 [34404[x` ia RIR/ A 10 6X12'ORA-RONSNE RAW 7 6 O CJV�\T HOU-11 vn:rM uz�bf. 6f1s lsa>Y r Ms IP/ ILP w W !RCM ROYALE 61![7 OFF E/G► PORG N v `D n•M o•.a Ria•w e4.•ML ST Y�"' FASTENED PER 6NE.ZRFl W :���� iOIEDULE 6PEOPIUTIOND WALL THRO4GH 3 O n EXTEND SHEAR DM 7 Ar-z bIl- Ph.•..Plioe I MA N 1111 ALD NOTES /� v IA+.s Aziz•a w.m�hwi �` MFERSECTMG E-C'"J N0U-14 swop PP M�.y p \ BLOCK ALL PANEL EDGES , • II PER SEAR SCHEDULE I WALL �� -49 n V y 1 6PECPCAT1ON6•NOTES REBAR 00 GRADE ['11 tE, a •FRAMING CLIP SPACING SCHEDULE O.C.• i SEE SHEAR SCHEDULE AND ` ,8 d 6, V Hal05 FOR 64LOOaw SPECS O Z$f SNOW LOAD / PANEL WIDnH , o L50.15 110 COMMONS MON% 'LONG NAILS. lSSO.tS0:3pd COMMON X 'TANG NAILS. TIES _ •' t FRAMING CUP OPTIONS ` ` Cif LIL10- 01 w $ SHEAR WALL LTP4 A35 LSSO L50 IT--_-1-==.* z4' Itz a pl R %,-® . 971!6 6U A U% EE -%,- • •. IB" 20' v 20• •1p'at' R b c M1 PLAN VIEW OF CONT4& JS HEADER PERCD DETAIL 12 GT AN ---% STEM WALL �1 14' IS 20• IS' EACH 610E II II 6 �. I 6- B' 13" 6' • ).-.44',.===.'n cc jl=cep _. == o .ccc== Ilk 0 bk e. II 6 qAS. A U A >{1� v` 5.5• 6' 6' 6• tl t _M-__I&-cc v_c ...-_-=:-. 1J manamomm MAL MM.CONT / 14'ar„. 10' 11' 10' MIK S REBARAP 14'NOGG FO�DTs1'••GARADE Top•SOTTON•CORERS DOOR can. MAIN FLOOR PLAN 1247B � A 8- 8• 11 E• e NARROIl1 SHEAR PANEL SCALE.Ird' .l'-m• A,.. 65' 7' 6' 7- IZ NO!DALE /REDUCER PANEL IGT) wvonnv T *SPACING OF 1HESE CUPS IS REOURE0 ON BOTH L 1 Slots OF 61124.1X. C0PVIXGM ren 2013 ROIAE.L R+K.h00XNIG LI EEE ; n 1=1 rt el n rt F=1 r; r; F°11=l n n --rt-- rtt=1 rt n n rt.i .t n rt t==trt ;.1 at 1 4 IL , 0 • • 1.. r..‘ 6: k_ii ,• . i • Z 1 1"--) ,9, t,,i 14 1•7 • i rl 18gi 7' 0 • I , 1 P2E0 1 , I gP-I i Rq , 1 0 Z 0, I t ol L '4 I t i I I Agg Fit li li lii 4z2 — 10 ; r ------------ -.., -... rt • -Cr.17 : ;f • , ,. a. .. ". 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I—, t (J) war Ell C-1 •' • :_ V._ —..—.. i t CP .7.-'11I- a r CO m illiir_ _._ Tiri..—imi=eRsomm---- 1> ail-, I:'r74.1 0/ P A "111111•11Mim: wi ,i I). $1111351 i 1 13) i I / I iiiiiin f E "Min Z , 1., .............m.m., r -a 1 a 1>: - ,i... •• --I 71) 1* V 4 4 A — ; H gr I w i gg A ,,'ilfI • _ yr 16 ril P 'a A .I .1 Ei -gg I g . 1 (1' 0 I . z 0.....i. ecilDtrice br r......4 t....) wilt ROO. itgte Stl.et Z i FOUR D CONSTRUCTION I PROJECT: MM It R OW E L L mm 0 ENGINEERING,LLC ' NI ....., 180338 C011.ECTION 10•77s7L'irft..7.::;:r's°,[4.:".•17156°it xs.s.amz t4 tgi ..c.,.„ ...,.ri i itl itotAG.11./0•7/,/tet.lio PA 1 It 11 0 2 - I A e C C 1. I iMt 11,00 Oft 1•216 •..15.03t 2.54•4T4 . •