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Report (15) \c-\- - - o \ AS, HERMANA — 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 INC PHONE(503)230-8876 I SHERMANENGINEERS.COM LEVEL FINISH GRADE PT 2x MUDSILL IN/ ANCHOR BOLTS PER SCHEDULE FREE DRAINING LEVL ,'m'4•r.i , GRANULAR BACKFILL 4,21.D U i' 1$6164' -li.y, . 1�, 110 Pi 4-44`/4"--- ‘ OREGON *4 12'O.G. a A 4 8' - A. 10,1 ° a4 8'O.G. o A 8' 2"GLR tL EXPIRES 6-30-18 I NOTA- u PG = 2,500 PSI 0 28 DAYS 0 LOT 28 IANNAND HIS 'V' REINF BARS FY =GRADE 60 =c0 OR O P1104000 60,4-5 _ 4" FTG DRAIN 1. i 0_ L' CONT REINF 'T' REINF BARS IN/ 18" HOOKS 1L m ® CORNERS ^�i •II=NIIIIIIIIN ilk C / A B / RETA[ NI \tS l44ALL SCHEDULE FI(FT) A B 0 D BARS "r BARS '1?BARS 4`-0" 8' 8" 2'-3' 12' *4 0 10" *5 o 10" 2-444 5'-0" 8' 8' 2'-10" I2" *4 0 10" *5 0 10" 244 6.- 8" 12" 3'-22" 12" *4 00 IO' *5 0 10" 54/4 T-0' 8" 12' 3'-9" 12" *4 a 10" *5 o 10" 4*4 8`-0" 0" 12' 4'-4" 12" *4 0 q" *5 0 10' 544 q`-0" 8' I2" 5-0' 12" 405 a 12" *5 o 6" 644 10'-0" 10" 1'-4" 5'-5° 14" *5 o 12" *5 o 6' 144 RWI '..ETA I \ I \ 17\AL.L PROJECT TITLE: RW4ANOSLAB NOT TO SCALE LOT 28 ANNAND HTS SE!PROJECT#: 18-SUNT-0I-REUSE APR 11, 2018 ...5herman tngineering, Inc. RW2 A 3151 NE Sandy Blvd. Ste 100 4- I I - I 8 Portland, Oregon 57232 (503) 230-8576 COEFF EQU1V SOIL EQLJIV SIJR.Cti VERT SUNTEL DESIGN, INC. FRICT ACTIVE WT PASS LOAD FILE: RW4 ANOSLAE3.Y,L5 0.35 35 I 25 I 50 0 0 WaII Specs WALL FTG WALL PASS MIC . TOE HEEL THICK FTG EFFECT TOT hT hT 'A' '5' '0 'D' WIDTh WIDTH vvrT 4,00 0.00 0.67 0.67 2.00 1 .00 3.34 4.53 I 903 5.00 0.00 0.67 0.67 2.67 I .00 4.01 #N/A 2773 6.00 0.00 0.67 I .00 3. 17 1 .00 4.54 #N!A 3707 7.00 0.00 0.67 I .00 3.53 I .00 5.50 #N/A 4580 5.00 0.00 0.67 1 .25 4.50 1 .00 0.42 #N!A 6263 9.00 0.00 0.67 1 .33 5.00 1 .00 7.00 #N/A 7580 10.00 0.00 0.53 1 .50 5.50 1 . 17 7.83 #N/A 9494 Sliding Lt. Overturning WALL SOIL SLIDE MOM MOM F.S. Effect SOIL SOIL hT LAT F.5. RESIST C.T. O.T. Length Pressure P/A±M/5 4.00 #NIA #N/A 3551 704 5.05 4.53 839 732 5.00 #N/A #N/A #N/A #N/A. #N/A #N/A #N/A #N/A 6.00 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A 7.00 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A 5.00 #Nr/A, #N/A #N/A #N!A #N/A #N/A #N/A #N/A 9.00 #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A I 0.00 #N/A #N/A #N!A #N/A #N/A #N/A #N/A #N/A Design Reinf (Vertical) Wall hit. MOM Mu d As a Mcap Steel (Ft) STEM K ft (in) (in) K ft Reinf "V" 4.00 373 0.63 4.02 0.24 0.565 4.04 #4 @ I 0" o.c. 5.00 #N/A #N/A 4.02 0.24 0.565 4.04 #4 @ I 0" o.c. 6.00 #N/A #N/A 4.02 0.24 0.565 4.04 #4 @ I 0" o.c. 7.00 #N/A #N/A 4.02 0.24 0.565 4.04 #4 @ 10" o.c. 5.00 #N/A #N/A 6.00 0.27 0.625 6.54 #4 @ 9" o.c. 9.00 #N/A #N/A 6,04 0.31 0.729 7.92 #5 @ 12' o.c. I 0.00 #N/A #N/A 7.96 0.3 I 0.729 10.60 #5 @ I 2" o.c. FTG "L" BARS 4.00 #N!A 10.00 0.36 0.547 15.51 #5 @ I 0" 0.c. 5.00 #N/A 10.00 0.36 0.847 I 5.5 ! #5 @ 10" o.c. 6.00 #N/A I 0.00 0.36 0.847 I 5.5 1 #5 @ I 0" o.c. 7,00 #N/A 10.00 0.36 0.547 15.51 #5 @ 10" o.c. 5.00 #N/A '000 0.36 0.547 1551 #5 @ I 0" 0. 9.00 #N,IA 10.00 0.55 I .294 23. 15 #5 @ 6" 0 IC ) ,'''' - •,. :,,v4.if' I 0.00 #N!A 12.04 0.62 I .459 31 .56 #5 @6° i' 11/ A th p, _ . , .. .. t IRW II3 1 4-I Ib Q.efp = 35 PCF 0.surch = 0 PSF P.horiz = 0.00 PST-- OVERTURNING: lit = 8.00 Ft (Above ft ) M.ot = 4253 + 0 = 4253 kip-ft 5 riEffL, r3 = ' .25 TOE, C = 4.5 FTG, C) = "2 Re51st. M: Wt (1125) Mt. L Wt L.A. M.re5ist WALL = 100 8.00 800 4.83 3809 FTG = I 50 G.42 9,G3 3.21 3088 SOIL = f 25 8.00 4.50 4500 4. 17 15750 SURCI-i = 0 0.38 0 4. 17 0 TOTAL = G2G3 1`,..1.ref.5l5t = 25707 SAFETY FACTOR. = 6.05 OKAY SOIL SEARING: X.effect = (M.re51.5t - Mot)-3 10.25 > L = G.42 wt eccentncty = -0.2 I 7 Q.max = 778 OKAY Q,rniti = I 174 SLIDING: u = 0.35 F.5116trig = I 415 F.re5ist 2 I 92 SAFETY FACTOR = I .55 OKAY SEISMIC: Gil's 2 @ 0.0-1 F.sels = 48G tit = 4.50 %/tot = 2333 + 4253 G555 ib5-ft SAFETY FACTOR = 3.90 OKAY ..._01L SRG: X.efiect = 9. I G < L eccentncty = 0.47 0.rnx = 1400 F5f Q,min = 55 I SLIDING: u = 0.35 F-.51tcling = I 904 F.re5tst = 2192 SAFETY FACTOR = I . I 5 OKAY ,, ,„••,.,.7,,,.„ , i , \\ , ,•,,/ ,,, ,-,_,,,,,,,: i• .,,,,'..;,_4, , • ., , _,,, ---------rg , FYP1Rc s ci,:;i- 1 ...4.,_