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Report (138) MS'N"ac 11 - &A L(Lc RECEIVED ucktic- . -r. Sherman Engineering, Inc. MAY 4 2017 RW I A 3/5/ NE Sandy 5/vd. 5te. /00 ']_13_I G Portland, Oregon 97232 CITY N I NISI D (503)230-8876 BUILDING DIVISION COEFF EQUIV SOIL EQUIV SURCH VERT SUNTEL DESIGN, INC. FRICT ACTIVE WT PASS LOAD FILE: RWGarag e.XLS 0.35 35 110 150 50 0 Wall Specs WALL TOE KEEL FTG WALL PASS THICK THICK FTG Effect TOT iT HT "A' "5,• C "D" WIDTH Length WT 4,00 0.00 0.67 0.67 I .00 .00 2.34 1 .88 1243 5.00 0.00 0.67 0.83 1 .75 .00 3.25 3.40 2040 6.00 0.00 0.67 0.83 2.59 1 .00 4.09 4.61 3055 7.00 0.00 0.67 0.83 3.33 1 .00 4.83 5.55 4159 8.00 0.00 0.67 1 .25 4.00 I .00 5.32 7.5 ! 5405 9.00 0.00 0.67 1 .25 4.75 1 .00 6.67 8.47 6845 10.00 0.00 0.83 1 .75 5. 17 1 . 17 7,75 10.35 8547 11 .00 0.00 0.83 2.00 5.83 1 . 17 8.66 11 .83 10235 12.00 0.00 0.83 2.25 6.67 1 . 17 9.75 13.66 12343 Sliding $ Overturning WALL SOIL SLIDE F.S. MOM MOM F,S. SOIL SOIL HT LAT RESIST SLIDE RESIST 0.T. 0,T. Pressure P/A+M/S 4,00 285 435 1 .51 1716 935 1 .83 1319 1269 5.00 480 714 1 .49 3871 1557 2.49 1199 1196 6.00 708 1069 1 .51 7097 2405 2.95 1327 1305 7.00 970 1456 1 .50 11212 3515 3. 19 1498 1464 8.00 1268 1893 1 .49 18464 492! 3.75 1440 1335 9.00 1600 2396 1 .50 25958 6658 3.90 1616 1498 10.00 1978 2991 1 .51 38644 9159 4.22 1652 1465 1 1 .00 2387 3552 1 .50 52090 11736 4.44 1731 1499 12.00 2830 4320 1 .53 70943 14756 4.81 1805 1518 Design Reinf (Vertical) Wall Ht. MOM Mu d As a Mcap Steel (Pt) STEM K ft (in) (in) K ft Reinf 4.00 501 0,85 4.02 0. 10 0. 196 1 .76 #4 @ 24" o.c. 5.00 928 1 .55 4.02 0, 10 0. 196 1 .76 #4 @ 24" o.c. 6.00 1 546 2.63 4.02 0. 15 0.294 2.61 #4 @ 15" o.c. 7.00 239! 4.06 4.02 �� 0.24 0.47! 4.09 #4 @ 10" o.c, 5.00 3496 5.94 6.00 0.27 0.524 6.90 #4 @ 9" o.c. 9.00 4897 8.32 6.04 0.37 0.729 9.50 #5 @ 10" o.c. 10.00 6629 1 1 .27 7.96 0.37 0.729 12.71 #5 @ 10" o.c. I 1 .00 8727 14.84 7.96 0.44 0.863 14.9 I #5 @ 8" o.c. 12.00 11225 19.08 7.96 0.62 1 .216 20.51 "" 2 #5 12 FTG Mu d As a Mcap - 4,00 0.37 10.00 0.05 0. 10 2,24 #4 @ 48" /c v' ' `JFr"„ 5.00 I .43 10.00 0.05 0. 10 2.24 #4 @ 48" 1..A.-:,‘�;G i N `>f-', 6.00 3.76 3.76 10.00 0.07 0. 13 3.00 #4 @ 24" � �' t&�. � 7.00 7.26 10.00 0. 15 0.29 6.65 #4 @ 18" �j. Fr4 r 5.00 I 1 .97 10.00 0.25 0,49 10.97 #4 @ 9" l''' • OR- N 1 9.00 18.99 10.00 0.44 0.56 18.95 #5 @ 8" 4 `'e.,,, 144 l 10.00 24.96 12.04 0.46 0.90 23.99 #5 8" Gt .P 1 1 .00 34.96 12.04 0,65 1 .27 33.35 #5 @ 6" 12.00 49.92 12.04 0.95 1 .56 47.49 (2) #5 @ 8'EXPIR€S: 6/331/ RW lb Q,ef 7-13- 1 6 p = 35 PCF D.surch = 50 PSF P.honz = 16.50 PSF OVERTURNING: lit = 8.00 FT (ABOVE FTG) M,ot = 4253 + 668 = 4921 kip-ft NA`L. Ht = 8 `-1EEL, B = 1.25 TOE, C = 4.0 FTG, D = 12 Resst. M: Wt (lbs) tit L Wt L.A. M,resist WALL = 100.05 8.00 800 1 .58 1267 FTG = 150.00 5.92 888 2.96 2626 SOIL = 110.00 8.00 4.00 3520 3.92 13787 SURC-I = 50.00 4.00 200.0 3.92 783 TOTAL = 5408 M.resist = I 84G3 SAFETY FACTOR = I 3.75 OKAY I SOIL BEARING: X.effect = (M.res!st - M,ot)'3 = 7.5 I > L = Wt 5.92 eccentricty = 0.454 Q,max = 1335 OKAY Q.min = 493 SLIDING: u = 0.40 Faljding = I4I8 F,restst 2163 SAFETY FACTOR = I I .53 OKAY Maces, aces, aka Pr 0, _ ON C7 , EXPIRES: 6/30; to NOTES: ---H,--- F'G = 2,500 PSI @ 28 DAYS FY = GRADE 60 GONG SLAB-ON- O,efp = 35 pcf GRADE PER PLAN O Burch = 50 psf BASEMENT SLAB REG'D Jr ,, 2" GLR 2 E V 0 #4 CONT @ 12" 0.G. O m LL O F- "V" BARS ) i w . S 4" DIA. FTS DRAIN "T" BARS "L" BARS W/ IS" HOOKS © CORNERS . Jr i • • ____,,, -L m -IMMIIIi1®IIIIMIIIIMIIII®111111111111111®Iill®11111�IIIIEM1111 IIIIII= G A B � R=TA \ \6 ^ALL SG--D.,L- H (FT) A 5 G D "V" BARS"T" BARS"L" BARS 5'-0" 8" 1'-2" 8" 12" #4 @ IS" #4 @ 24" 4-#4 6'-0" 8" 1'-4" 1'-2" 12" #4 @ 12" #4 @ 24" 4-#4 7'-O" 8" 21-0" l'-2" 12" #4 @ q" #4 @ 24" 4-#4 8'-O" 8" 2'-4" 1'-4" 12" #4 © 5" #4 @ 12" 5-#4 q'-O" 8" 5'-0" 1'-4" 12" #4 @ 6" #4 @ q" 6-#4 10'-0" 10" 3'-6" 1'-6" 14" #5 @ q" #4 @ q" 6-#4 12'-0" 12" 4'-3" 2'-0" 14" #5 @ 5" #5 © 10" 7-#4 -T \ 6 IALL A/ CRS= � S.,RGHAR6- E BSvT SLAB RWOarRev NOT TO SCALE r Sherman Engineering, Inc. RW 2A 3151 N5 Sandy 5/vd. Ste. 100 7-14-16 Portland. Oregon 97232 (503)230-6576 LOT 32, THE GREENS EQU'V SOIL EQUIV SURCH VERT SUNTEL DESIGN, INC. ACTIVE WI PASS LOAD FILE: RWGARREV.XLS 35 125 150 50 200 Wall Specs WALL FTG WALL PASS THICK TOE HEEL THICK FTG Effect TOT HT HT A' B' C' 'D' WIDTH Length WT 5.00 0.00 0.67 1 . 17 0,67 1 .00 2.51 2.01 153 I 6.00 0.00 0.67 1 .33 1 . 17 .00 3. 17 2.97 2215 7.00 0.00 0.67 2.00 1 . 17 .00 3.84 3.90 2562 5.00 0.00 0.67 2.33 1 .33 .00 4.33 4.32 3046 9.00 0.00 0.67 3.00 1 .33 1 .00 5.00 5. 11 3417 10.00 0.00 0.53 3.50 1 .50 . 17 5.83 G.51 4418 1 1 ,00 0.00 0.53 3.83 1 .75 1 . 1 7 6.4 1 7.26 5 188 12.00 0.00 1 ,00 4.25 2.00 . 17 7.25 5,94 6372 Sliding * Overturning WALL SOIL MOM MOM F.S. SOIL SOIL HT LAT RESIST O.T. O.T. Pressure P/A+M/S 5.00 639 2513 1487 1 .69 1523 1463 6.00 881 4510 2319 1 .95 1492 1486 7.00 1157 6735 3410 .98 1314 1314 8.00 1469 9183 4795 1 .92 1409 1409 9.00 1815 12333 6505 1 .89 1337 1336 10.00 2237 15546 5963 2.07 1355 1340 11 .00 2660 24071 11511 2.09 1429 1404 12.00 3117 33487 14499 2.31 1426 1348 Design Reinf (Vertical) Wall Ht. MOM Mu d As a War Steel (Ft) STEM K ft (in) (in) K ft Reinf 5.00 904 1 .54 4.02 0. 10 0. 19G 1 .76 #4 @ 18" o.c. 6.00 15 I2 2.57 4.02 0.20 0.392 3,44 #4 @ 12" o.c. 7.00 2344 3.98 4.02 0.20 0.392 3.44 #4 @ 9" O.G. 8.00 3435 5.84 6.00 0.26 0.510 6.73 #4 @ 5" o.c. 9.00 4820 8. 19 6.04 0.40 0.784 10. 17 #4 @ 6" o.c. 10.00 6533 1 1 . 1 I 7.96 0.3 1 0.608 10.68 #5 @ 9" o.c. 1 1 .00 86 1 1 14.64 7.96 0.47 0.912 15.70 #5 @ 8" o.c. 12.00 11088 15.55 10.00 0.41 0.504 1 7.7 I FTG #5 @ 8' o.c. r ^�±. 5.00 /1 , ''•rG i `(-,/ 0.24 10.00 0. 10 0. I% 4.46 #4 @ 24" o.c. 4: r. -' - ' 6.00 0.87 10.00 �' 1 '� r 0. 10 0. 1% 4.46 #4 @ 24" o.c. 161 �' 7.00 1 .02 10.00 0. 10 0, 1% 4.46 #4 @ 24" o.c El's t 8.00 1 .50t' + 10.0 0.20 � N 0.392 8.82 #4 @ ' 2 o.c. 9.00 1 .69 10.00 0.27 0.529 1 1 .83 #4 @ 9" o.c. O -",{,, :f 10.00 2.39 12.04 0.27 0.529 '4.31 #4 @ 9" o.c. O�v ch,v `.. .- 1 1 .00 3.58 12.04 0.31 0.608 16.37 #5 @ 12" o.c. 12.00 5. 10EX"IBES: rits ? 1 2.04 0.37 0.725 19.44 #5 @ 10" o.c. DRIVE SLAB PER PLAN NOTES: F'G = 2,500 PSI @ 28 DAYS FY = GRADE 60 I � FREE DRAINING GRANULAR LEVEL BACKFILL �xx 2" GLR L #4 @ 12" 0.G. @ A 8" p v #4@cf" 0.G. @A , 8" Sin LL "V" BARS • ). O W 2 "L" BARS IN/ IS" HOOKS "T" BARS CORNERS • L m = =111I1111— Illfl -- II G / A / B R-TA \. \6 "ALL SC-=D.A__- H (FT) A B G D "V" BARS "T" BARS "L" BARS 4'-0" 8" 8" 12" #4 @ 18" #4 @ 48" 3-#4 5'-0" 8" 10" 1 '-C 12" #4 @ 18" #4 @ 48" 3-#4 6'-0" 8" 10" 2'-4" 12" #4 @ 18" #4 @ 24" 3-#4 7'-O" 8" 10" 3'-2" 12" #4 @ 10" #4 @ 18" 4-#4 8'-0" 8" 1'-3" 3'-10" 12" #4 @ q" #4 @ q" 5-#4 G'-0" 8" 1'-3" 4'-8" 12" #5 @ 10" #5 @ 8" 6-#4 10'_0" 10" 1'-GI" 5'-0" 14" #5 @ 10" #5 @ 8" 7-#4 11'-0" 10" 2'-0" 5'-8" 14" #5 @ 5" *5 @ 6" 7-#4 12'-0" 10" 2'-3" 6'-6" 14" (2) *5 @ 12" (2) #5 @ 8" 8-#4 Rf TA \ I \6 ^ALL © ARA - RW6ARA6E SCALE NOT TO SCALE