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,yp, ,, If , . ,, 01 Page 7 EDGE NAIL EILOCX{NG. ' FASTEN 5..KG TO LUAL. PLATE W .SITNETSON•LS50 rSPACE LS50 peR Norse; ROOF LEDGER DETAIL — scr&L.E 1,••• • 1 4, aDcv LI Fr Lt7_3) I G,IN I NG ALlarq rarr I ND ABOVE/ I DECK I KITCHEN or I s... c=E1 => \-AUGN ND• NRAT,6TRAR TuiS END AROOND BN1 AMCX.,00104 OR 27/5L A' <E>Ell ASOVE CARE 4,7 RC-1, rrr!) 6 • GARAGE LiH ... I 1 '-1Tr_i!--- I1 ,(3, WRAP STRAP - 1 i / AROUND em ' OR peL.1.7 N.T a ,/ ,.„.. ..................... EXTEND SNE AR WALL T4ROUGN INTERSECTING WALL GRAF STRAP /.///1AOA45 BY, OR DM.GT > OFFICE 17 • -\'''''',,, ,- NTERSECTING ,x liGuL--T Ill Mumuc 1 0 22152BA ..., M4IN FLOOIZ' PLAN ft SCALE ,,.. . ,.., iii , r _ ROWELL / COLLECT ON c,,,N„, S.2.24JC-2,222.22i ENCSINE.222S 40510 Sr is20222202 SWEET$2r 2.2 PH I5614 ge 5142 — 22211.2.22 00 922. 2221591 254 210!1 , Page 8' 4. ---1 1--- ... ,.... I 9 I I 0 LL. 419 ' .' 1* • 0 LI.D. i ALIGN LAP 1 1 A[5 AeAvE 1 V 0 0/ F 0 I) C. • __.. t, L— Li ,. _ ... \ ALIGN tuT r '4> .F.445°' ror 1E n At- 6 Rm. _ -3 1 1 / . , . 1 . --; , 4 '. • . I 0 61111 . , / \ , ...9 , , - , I : . . <i ISOME INTERIOR FOOTINGS LEFT IOUT FOR CLAM", GONTRAOTOR TO REFER TO ARCWITECTLFRAL I 1.1 flj r • , _FOUNDATION PLAN. CD I F CWER A , FRCP TOW i I. TO FT 6 • •s ri --- EXTENO$44,E4LR _ WALL TOAROAG444 INTERSECTING wALL 9_L-'...--.. 74AS ENIT, EI ) WIFIOLOOLN 45.04/E 1 I 4 + . t I ______ .. 4 .... .F---. A ' Ar 4to r , - - - - 22152BA, LOVIER FLOOR PL-ANMN MB ...: ROWELL 7-'.--L-- ENGINEERING .. COLLECT ICN ALT0 SE ISSS.N.SON S tAtt I$14 212 Ptt t1.001 2.2M' Ps.,A.,Sit Mt t.1503;S5s,E,s6. 1 Page 10 ' DOUBLE 2 X 4 OR & FRAMING e LOCATION OF I-IOLDOUJN. I• I I-'. III HOLDOUJN I I' - '- SEE SCHEDULE I. 1V ..II _1 11 _ _.1-1 -lL _ - -I_ �Z —` 1= —Z,J , I I III I I - -i.-h 14- - T II i I ` II I II I IQ _ THREADED ROD I1. I I _ I1 ' ` I I z I / IV• 'Ii2 P AA RATED nO :• III -••.. SHEATHING { l . 11'_ u SLEEVE NUT e . ' M ` I I , , BOLT SPL ICE II I I —..— "SI 1FSONII STAR H 5OLT (SEE H I #4 BAR SCI-IEEDULE) u CONCRETE FOUNDATION O 1OWN N \ / SCALE: 3/411 a 11-011 HD—EXTEN pFRAUJ1NG NOT TO SCALE ---A= Ellq1111MEE111 .. 1DIRAUJN 1�1- JX. CIVIL- STRUCTURAL ENGINEERS /�TE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PI-I- 15031 254-6292 1�f�"�t PORTLAND, OR. 97216 FAX: 15031 254-6761 • ,r MIN. 1-1/3.5 Page 11 SIMPSON "MSTA36' • —TI— •• T — I I I• --IT —I'I IT—— EA. SIDE, (4)-TOTAL I '1•: ' ' I 1 1'1 1'1 2X CRIPPLE UJALL OVER _I' L I 1 t. , J _ —__L_ DEADER, W/ 112' SPLICE —e JOINT W/ CONT.NAILING . HEADER (CONTINUOUS) r• 1 ` CONTINUE HEADER l7 •1•• TO BLDG. CORNER 4 Z .11::r NAIL SHEATHING TO H 1. 1.I HEADER WI 0.148"4, X ,1;1 ( 214' F. RH. P-NAILS 6 in a I.1 3" O.C. BOTH WAYS '6- C1 '.1 G,A AGE - W (OR OTHER OPEN'G) W = 0 15/32' APA-RATED SHTH'G w ,FROM SINGLE SHEET, W FASTENED PER SHEAR Z I. SCHEDULE SPECIFICATIONS AND NOTES 4 \� — _ • - BLOCK ALL PANEL EDGES li ri 1 PER SHEAR SCHEDULE W .I II 11. , SPECIFICATIONS 4 NOTES I1 1 1 I .I 11 1I' ' REAR &O GRADE z. z .1.11 .1 •.11 �I.1 SEE SHEAR SCHEDULE AND 1 NOTES FOR HOLDDOWN SPECS ` w •I'IL I .1 PANEL WIDTH _ _ -L *3 TIES 11 11 11 H II (0 b) dit$=— == HE) 11 II c0 II 11 II IIu z 1 (Q O ,0) * 3 TIES IIu II a II E E a 10" O.C. 11 II II L-== =-_- N PLAN VIEW OP (3)*5 II II 11 STEM UJALL EACH SIDE)z) II �4" CONG. SLAB ---f1----IT IIII IIII II II dt— — I----1 - II II II MIN. 125(12' CONT. *5 REBAR W/ 24" HOOK FOOTING 6 GARAGE TOP 4 BOTTOM 6 CORNERS DOOR W/ (4)*4 CONT. 0 NARROW SHEAR PANEL NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 , - -A-E-- EK1DMIEIEGAIM DRAWN 1E3Y- J_Y. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH- 1503) 254-6292 PORTLAND OR. 97216 FAX: 15031 254-6761 Page 12' EDGE NAIL ROOF PLYWD. TO 2 X 12 LEDGER UJ/ BEVELED TOP TO MATCH ROOF SLOPE. NAIL LEDGER WI (2)-1661 EA. WALL STUD 4 EA. 2 X 6 BLK'G. (2)-2 X 6 BLOCK'( FOR THIS SECTION OF ROOF, 6" O.G. VERT_ / BLOCK PANEL EDGES W/ 2 X 4 FLAT, NAIL Sc 4" O.C. EDGES AND BOUNDARIES, 12" O.C. IN FIELD. <.I SI-IEARWALL PLYWD. MUST EXTEND DOWN TO BOTTOM WALL PLATE ' -->-<" (TYP.) )11,1(1 7/ 7 _. EDGE NAIL BLOCKING- FASTEN BLK'G. TO WALL PLATE WI "SIMPSON" LS50 (SPACE LS50 PER NOTES) • Roo 10G D14 [ 1 SCALE: 3/4" = 1'-0"" LEDGEI DRA J1NG NOT TO SCALE —=—Ar- IEHURBIEHG2UM DRAWN 5Y— J.Y. CIVIL- STRUCTURAL ENGINEERS D /��—�c TE— 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH+ (503) 254-6292 PORTLAND, OR. 97216 FAX: 1503) 254-6761 Page 13 EDGE NAILING I (2) 2x OR LARGER EDGE NAILING 11 DEPENDING= ON SID. EDGE LARGEST OF THE (2) H.D iN ,M,-,i, /V STRAPS CORNER ril LARGEST OF THE (2) �'• (2) 2X OR LARGER �, III H.D'S e CORNER jri (DEPENDING ON H.D.) , ' A ill/ 0 FOUNDATION I 'd UPPER FLOOR COSIN D HOLDOUJ\ COIN fR 1 SCALE: 3/4" = I'-0" DRAUJINC NOT TO SCALE INMoMr IEQoM� DRAWN Y CIVIL- STRUCTURAL ENGINEERS DATE— 02 -23- 11 10570 SE WASHINGTON ST. STE 212 PH: 1503) 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 15 DATE: 03/26/15 PROJECT: 22152BA - Four D Construction WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES VI 5.3 6.8 8.0 12.0 32.1 9.0' V2 17.0 17.0 9.0 3 3.6 3.8 7.5 14.9 9.0 4 5.0 3.1 3.1 11.2 9.0 0.0 0.0 0.0 0.0 0.0' 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 75,2- M1 13.6 20.6 34.2 10.0 .M2 4.0 6.0 10.0 10.0 M3 4.2 4.1 4.1 10.0 22.4 10.0 M4 11.0 3.0 3.0 3.9 2.3 23.2. 10.0 M5 11.6 11.6 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 101.4 L1 17.6 17.6 9.0 L2 36.0 36.0' 9.0 L3 3.8 4.1 4.1 14.0 26.0 9.0 L4 10.4 10.4 9.0, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90.0 Page 16 DATE: 3/26/15 PROJECT: 22152BA - Four D Construction WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 1/1 4388 4388 3735-- 32.1 131 116 V2 3816 3816 3249 17.0 224 191 V3 3787 3787 3224 14.9 254 216' V4 4521 4521 3848 11.2 404 344 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0' 0 0 0 0 0.0 0 0 0 0 0' 0 0.0' 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 16513 M1 5494 4388 9882 8412 34.2 289 246 M2 4480 3816 8297 7063 10.0 830 706 M3 3696 3787 7483 6370 22.4 334 284 M4 5487 4521 10008 8519 23.2 431 367 M5 2149 2149 1829 11.6 185 158 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 16513 37818 L1 4406 4941 9346 7956 17.6 531 ' 452 L2 4390 10446 14835 12628 36.0 412 351 L3 4114 7483 11598 9873 26.0 446 380 L4 2838 5004 7842 6675 10.4 754 642 0 0 0 0 0.0 0- 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 27873.6 43621 • Page 17 DATE: 03/26/15 PROJECT: 22152BA - Four D Construction SEISMIC SEIS. TO FAL SOH. % SETS. 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 Y • • 1 • • '0 • 1 • .11 .11 V2 X 4220 697 43% 1824 0 1824 107 1.00 1.00 107 V3 ' X 4220 806 50% 2109 0 2109 142 1.00 1.00 142 V4 X 4220 806 50% 2109 0 2109 188 1.00' 1.00 188 0 4220 0% 0 0 0 0 1.00 0 0' 4220 0% 0 0 0 0 1.00 0 0 4220 0°7°' 0' 0" 0' 0 1.00 0 0 4220 0% 0 0 0 0 1.00 0 0 4220 0% 0 0 0' 0 1.00 0 0 4220 0% 0 0 0 0 1.00 0 0 4220 0% 0 0 0 0' 1.00 0 0 4220 0% 0 0 0 0 1.00 0 0 4220 0% 0 0 0 0. 1.00 0 0' 4220 0% 0 0 0 0 1.00 0 0 4220 0% 0 0 0 0' 1.00 0 0 4220 0%' 0 0 0' 0 1.00 0 200% ' 8438- •1 • 1 ''!0 1 • • .11 .11 • ,M2 X ' 6036 803 39% 2342 0 1824 4165' 417 1.00 1.00 417 M3 ' X 6036 945 46%' 2756 0 2109 4865 217' 1.00 1.00 217 M4 ' X 6036 1124 54% 3278 0 2109 5387 232 1.00 1.00' 232 M5 X 6036 156 8% 455' 0 455 39 1.00 1.00 39 0' ' 6036' 0% 0 0 0' 0 00 1.00 0 0 6036 0% 0 0 0 0 0 1.00 0 0' 6036 0% 0' 0 0 0 0 1.00 0 0 6036 0% 0 0' 0 0 0 1.00' 0 0 6036 0%' 0 0' 0 0 0 1.00 0 0 6036 0% 0 0 0 0- 0 1.00 0 0 ' 6036 0%0 0' 0 0 0' 0 1.00 0 0 6036 0% 0 0 0 0 0 1.00' 0 0 6036' 0% 0' 0 0 0 0 1.00 0 0 6036 0% 0 0 0 0 0' 1.00 0 0 6036 0%' 0' 0 0 0 0 1.00 0 _ 200% 84-38 20505- ,,o 4•, 1 11 .11 L2 ' X 4392 996 66% 2901 0 4620' 7521 209 1.00 1.00' 209 L3 , X 4392 956 63% 2784 0 4865 7649 294 1.00 1.00 294 L4 X 4392 391 26%' 1139 0 2693 3832 368 1.00 1.00 368 0 4392 0% 0 0 0 0 1.00 0' 0 4392 0% 0 0 0 0 0 1.00 0 0 4392 0% 0' 0 0 0 0 1.00 0 J 0 4392 0% 0 0 0 0 0 1.00 0 0 4392 0% 0 0 0 0 0 1.00 0 0 4392 0% 0 0 0 0 0 1.00 0 . 0 4392 0%' 0 0 0 0 0' 1.00 0 0 4392 ' 0%_ 0' 0 0 0 0 1.00 0 0 4392 0% 0 0 0 0 0 1.00' 0 0 4392 0%' 0 0 0 0 0' 1.00 0 CK X 4392 161' 11% 469 0' 0 469 0 1.00 1.00 0 0 4392 ' 0% 0 0 0 0 0 1.00 0 200% 14995 23780.9 Page 18 DATE: 03/26/15 PROJECT: 22152BA - Four D Construction WALL SUMMARY WIND Narrow INCR CONTR. 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. V1 116 1.00 75 X 116 1047 S S 1 OR 6 2x V2 ' 191 1.00 107 X 191 1720 S S 2 OR 6 2x V3 216 1.25 ' 177 X 216' 1947 S S 2 OR 6 2x V4 ' 344 1.45 ' 273 X 344 3092 A A 2 OR 7 2x 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0' 0 0 0OR0 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O ORO 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 OORO 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 0 1.00 0 0- 0 0 OR 0 M1 246 1.00 165 X 246 2460 S S 2 OR 6 2x M2 706 1.25 521 X 706 7063 C C 5 OR 8 3x M3 284 1.22 265' X 284 2844 A A 2 OR 7 2x M4 367 1.75 ' 406 X 406 3672 B B 3 OR 7 2x M5 158 1.00 39 X158 1577 S S 2 OR 6 2x 0 0 1.00 0 0 0 O OR O 0 0 1.00 ' 0 0' 0 0 OR 0 0 0' 1.00 0 0' 0 0 OR 0 0 0 1.00 0 0 0 O OR O 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 O ORO 0 0 1.00 0 0 0 O ORO 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 OR 0 L1 452 1.00 245 X 452 4068 B B 3 OR 7 2x L2 351 1.00 209 X 351 3157 B B 2 OR 7 2x L3 380 1.18 348 X 380 3417 B B 2 OR 7 2x L4 642 1.00 368 X 642 5777 C C 4 OR 8 3x 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 O ORO 0 0 1.00 0 0 0 OORO 0 0 1.00 ' 0 0 0 OORO 0 0 1.00 0 0 0 OORO 0 0 1.00 ' 0 0 0 OORO 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 O 0 0 1.00 ' 0 0 0 0 OR 0 Page 19 . 1 ;,,,x\N%� \y,/;\/;\ M13AR "N" i /7 LAP Ftp C'L& .7,,--- *tit 0 10" O.C. I . 2" CLEAR-. .F.:- , BACKFILL WALL WITH Fmr-MANIN6 GRANULAR MATERIAL H I lYl I ' 311 PIA.PERFPIPE %MTH FILTER FAXIC , • H/2 *k4 016" O.C. RE �� (3/x.11©71 �/,? ice,>,../ .<, ,,-,,,,,,,(�r ,,-X '° CLEAR LEVEL6RALF MU51"FX1'FNI2 A . "`- -~ MINIMUM OF 24' FROM FACE OF -1_,J } liF WA! l . t3FYON17 x1115 f'OIN1 111E 51-OPE MU5f NOr FXCFFf� 2:1. -. k-s1 I ,1 CLEAR .L. \..6___: j '� 1 i Ws (3 _ /C/ RETAINING WALL DETAIL - LEVEL BACKFILL DRAIMNG NOT TO SCALE,SEE WALL SCHEDULE FOR DIMENSIONS RETAINING WALL SCHEDULE . H Ws A C B Bar"M" Bar"N" Bar"0" 4' 811 8" 1'-4" 2'-8" #4- 18"oc #4- 18"oc #4- 18"oc 6' 811 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 PGF LEVEL BACKFILL ONLY Hfill _ Ht 1' B1.2 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 21 • s -,/,/,./,.i,,/,\", 1 12Et3A1? "N" LAP't8 t2IA, WITH WPM "M" #4 a 10" D.C. 2" CLEAR---- E I3ACKfILL WALL. WIl'H trkEe-t7t?AINING GK'ANULAR MAIMAL H WITH FIL-IU FAI3121C • H/2 ;:'': \ " ..._ �a,Grom SLAAr3 f 311 CLrAR l3ACK�ILWNG 1 311 CLEAR Ht T T 1 I W5 -" C .. - A— P Cf �.. RETAINING WALL DETAIL — LEVEL BACKFILL DRAWING NOT TO SCALE,SEE WALL SCHEDULE FOR DIMENSIONS • RETAINING WALL SCHEDULE H Ws A C B Bar"M" Bar"N" Bar"0" 5,-4" 8" 10" 10" 2'-4" #4- 18"oc #4-18"oc #4 - 18" oc 7'-4" 8" 1'-2" 1'-2" 3' #4- 16"oc #4- 16"oc #4- 18"oc 9,4" 8„ 1'-8" 1-8" 4' #5-9"oc #4- 18" oc #4- 18"oc 10'-4" 8" 2' 2' 4'-8" #5-9"oc #4- 18" oc #4- 18"oc ALL SECTIONS: CONCRETE Fc 3000 PSI - REBAR GRADE 60 EFP = 35 PCF LEVEL BACKFILL ONLY Ht 1' Customer: Mascord Design Associates Rowell Engineering Project: Cantilever Wall with slab. EFP=35 PCF 45 SE 102nd Avenue Sheet Number: 0 Portland, OR 97216 Al A1.2 Date: 10/24/01 (503) 254-6292 Page 22 ROWELL RETAINING WALLCAD - Sofirare Release Number A1.2 Version B 1/28/97 ENGINEERING CONSTANTS Soil Density 110 OTM Factor of Safety 1.5 Concrete Density 150 Stem Factor of Safety 1.7 PHlvu 0.85 Heel Factor of Safety 1.4 PHlas 0.90 PROJECT PARAMETERS Client Name Mascord Design Associates Detail Number A Project Number Sheet Number Al Project Name Cantilever Wall with slab. EFP=35 PCF Concrete Fc 3000 psi Max Soil Bearing Pressure 1500 psf Steel Grade 60 60000 Equivalent Fluid Pressure 35 Lbs/f1^3 Wall Thickness 8 in Footing Height 12 in SECTION 1 DESIGN Rebar Stem Rebar Heel Rebar H,Wall Height ft. I 5.33 I ft Size OC Bar"M" Bar"N" Bar"O" B,Total Footing Length,In. 28 in 2-4" 4 16 451% 3609% 2159% A,Toe Length 10 in 10` 4 12 596% 4770% 2879% C,Heei Length 10 in 10° 4 8 878% 7028% 4318% %OTM Factor of Safety 170% 2.55 4 6 1150% 9202% 5757% %Max Soil Bearing Pressure 46% psf 686 4 5 1360% 10880% 6909% Min Soil Bearing Pressure 411 psf 4 4 1662% 13295% 8636% %Allowable Shear Stress 9% kpsi 10 5 12 913% 7304% 4498% • 5 8 1331% 10647% 6747% Size CC 5 4 2430% 19437% 13493% Rebar"M" 0 18 402% 6 8 1843% 14743% 9715% Reber"N" MIMMaill 3217% 6 6 2350% 18802% 12954% - Reber"O" 0 ( 1919°/ • 6 4 3205% 25636% 19430% SECTION 2 DESIGN Rebar Stem Rebar Heel Rebar H,Wall Height ft. I 7.33 j ft Size OC Bar"M" Bar"N" Bar"O" B,Total Footing Length,in. 36 in 3' 4 16 144% 1155% 845% A,Toe Length 14 in 1'-2` 4 12 191% 1527% 1126% C,Heel Length 14 In 1'-2" 4 8 281% 2249% 1690% %OTM Factor of Safety 137% 2.05 4 6 368% 2945% 2253% %Max Soil Bearing Pressure 70% psf 1,050 4 5 435% 3482% 2703% Min Soil Bearing Pressure 280 psf 4 4 532% 4256% 3379% %Allowable Shear Stress 19% kpsi 21 5 12 292% 2338% 1760% 5 8 426% 3408% 2640% Size OC 5 4 778% 6221% 5280% Rebar"M" 4 16 144% 6 8 590% 4719% 3801% Rebar"N" 4 16 1155% 6 6 752% 6018% 5069% Rebar"O" 4 18 751% 6 4 1026% 8206% 7603% SECTION 3 DESIGN Rebar Stem Rebar Heel Rebar H,Wall Height ft. 1 9.33 I ft Size CC Bar"M" Bar"N" Bar"O" B,Total Footing Length,in. 48 in 4' 4 16 63% 507% 330% A,Toe Length 20 in 1'-8" 4 12 84% 670% 439% C,Heel Length 20 in 1'-8" 4 8 123% 987% 659% %OTM Factor of Safety 134% 2.02 4 6 162% 1292% 879% %Max Soil Bearing Pressure 84% psf 1,254 4 5 191% 1528% 1054% Min Soil Bearing Pressure 276 pef 4 4 233% 1867% 1318% %Allowable Shear Stress 33% kpsl 36 5 12 128% 1026% 686% 5 8 187% 1495% 1030% Size OC 5 4 341% 2730% 2059% Reber"M" 5 9 168% 6 ' 8 259% 2071% 1483% Reber"N" 4 18 452% 6 6 330% 2641% 1977% Rebar"Cf' 4 18 293% 6 4 450% 3601% 2966% SECTION 4 DESIGN Rebar Stem Rebar Heel Rebar H,Wall Height ft. I 10.33 I ft Size OC Bar"M" Bar"N" Bar"O" . B,Total Footing Length,in. 56 in 4.-8" 4 16 45% 361% 205% A,Toe Length 24 in 2' 4 12 60% 477% 273% C,Heel Length 24 in 2' 4 8 88% 703% 410% %OTM Factor of Safety 141% 2.12 4 6 115% 920% 547% %Max Soil Bearing Pressure 84% psf 1,264 4 5 136% 1088% 656% Min Soil Bearing Pressure 359 psf 4 4 166% 1329% 820% %Allowable Shear Stress 41% kpsi 45 5 12 91% 730% 427% 5 8 133% 1064% 641% Size CC 5 4 243% 1943% 1281% Rebar"M" 5 9 4 119% 6 8 184% 1474% 923% Reber"N" 4 18 322% 6 6 235% 1879% 1230% Rebar"O" u 4 18 182% 6 4 320% 2563% 1845% 19413lMasco-d WS-35PCF.xls'Design 10.24,01 12:45 PM Page 1 of 1