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Report (151) Sherman Engineering, Inc. MAY 4 2011 RWIA 3/5/ NE Sandy Blvd. 5te. /00 (,i 1 y OF [IG.iiikiiD 7_ 13_ 16 Portland, Oregon 97232 BUILDING DIVISION (503)230-5576 COEFF EQUIV SOIL EQUIV SURCH VERT SUNT EL DESIGN, INC. ACTIVE FRiC T + ! E NT PASS LOAD O D FILE: RWGarag e.XLS , 0.35 35 110 150 50 0 Wali Specs WALL TOE HEEL FTG WALL PASS THICK THICK FTG Effect TOT HT HT "A" "B" "C" "D" WIDTH Length WT 4.00 0.00 0.67 0.67 1 .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 ! .00 4.09 4.61 3055 7.00 0.00 0.67 0.83 3.33 I .00 4.83 5.55 4159 8.00 0.00 0.67 1 .25 4.00 1 .00 5.92 7.51 5408 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 1 I .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 . 1 7 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 4.00 258 435 1 .51 1716 935 1 .53 1319 1269 5.00 480 714 1 .49 3571 1557 2.49 1199 1196 6.00 705 1069 1 .51 7097 2405 2.95 1327 1305 7.00 970 1456 1 .50 11212 3515 3. 19 1498 1464 8.00 1 265 1593 1 .49 18464 4921 3.75 1440 1335 9.00 1600 2396 1 .50 25988 6658 3.90 1616 1498 10.00 1978 2991 1 .51 35644 9159 4.22 1652 1465 11 .00 2387 3582 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 0.55 4.02 0. 10 0. 196 1 .76 #4 @ 24" o.c. 5.00 925 1 .55 4.02 0. 10 0. 1 96 1 .76 #4 @ 24" o.c. 6.00 1546 2.63 4.02 0. 15 0.294 2.61 #4 @ 15" o.c. 7.00 2391 4.06 4.02 0.24 0.471 4.09 #4 @ 10" o.c. 8.00 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. 1 1 .00 8727 14.84 7.96 0.44 0.863 1 4.9 1 #5 @ 8" o.c. 12.00 1 1 225 19.05 7.96 0.62 1 .216 20.5 I (2) #5 @ 12" FTG Mu d As a Mcap 4.00 0.37 10.00 0.05 0. 10 2.24 #4 @ 48" ..6.:3-.-' P. `i'4 5.00 1 .43 10.00 0.05 0. 10 2.24 #4@48" I {� c � ? 6.00 3.76 10.00 0.07 0. 13 3.00 `- ' #4@24" A 16 • s' 7.00 7.26 10.00 0. 15 0.29 6.65 #4 @ 18" In. [ 8.00 I 1 .97 10.00 0.25 0.49 1 0.97 #4 @ 9" ' 4 OR N ' 9.00 18.99 10.00 0.44 0.86 15.95 #5 @ 5" 6 ``4i.1„10,1c �a % 10.000 24.96 12.04 0.46 0.90 23.99 #5 @ 5" 0 1 1 .00 34.96 12.04 0.65 1 .27 33.35 #5 @ 6" Sr!i 12.00 49.92 12.04 0.95 1 .86 47.49 (2) #5 © 8'€XPI,RE 6/3Q/ • 4 DRIVE SLAB PER PLAN J NOTES: F'G = 2,500 PSI @ 28 DAYS ��• FY = GRADE 60 FREE DRAINING GRANULAR LEVEL BACKFILL di 2" GLR E V 444 © 12" 0.C. © A L 8" Q 0 #4@GI" O.G. @A , 8" zm LL O "V" BARS • . ). 2 O W I "T" BARS "L" BARS W/ IS" HOOKS @ CORNERS ) • ,.• , .. V • I, Fr) IIIA-11111=_ -= — = = = _ =IIIIIIM I 11111 "'-' G / A / 5 R-----TA \ \ AAL SC--D.JL- H (FT) A B G D "V" BARS "T" BARS "L" BARS 4'-0" 8 8 8 12 #4 @ 18" #4 @ 48" 3-#4 5'-0" 8" 10" 1 '_C" 12" #4 @ 18" #4 @ 48" 3-44 6'-0" 8" 10" 2-4" 12" #4 @ 18" #4 @ 24" 3-44 J'-0" 8" 10" 3'-2" 12" #4 @ 10" #4 @ 18" 4-44 81-0" 8" 1'-3" 3'-10" 12" #4 @ q" #4 @ q" 5-44 q'-O" 8" 1'-3" 4'-8" 12" #5 @ 10" #5 @ 5" 6-44 10'-0" 10" I'-q" 5'-0" 14" #5 @ 10" #5 @ 8" 7-#4 II'_0" 10" 2'-0" 5'-8" 14" #5 @ 5" #5 @ 6" -1-#4 12'-0" 10" 2'-3" 6'-6" 14" (2) #5 @ 12" (2) #5 @ 8" 8-44 0 T'' R-TA I \ \6 HALL © 6ARA RW6 RADESCALE:\OT TO SCALE .Sherman Engineering, Inc. A 1 3/5/ N5 Sandy Blvd. Ste. 100 RW -I Port/and, Oregon 57232 7-146 16 (503)230-6876 LOT 32, ThE GREENS ! EQUIV SOIL EQUIV SURCh VERT SUNTEL DESIGN, INC. ACTIVE WT PASS FILE: RtA/GARREV.XLS LOAD 35 125 150 50 200 Wall Specs WALL FTG WALL PASS THICK TOE HEEL MICK FTG Effect TOT HT HT 'A' a ,C, Wi 5.00 0.00 0.67 1 . 17 0.67 ! .00 2.5�! 2 01Leng " 1531 6.00 0.00 0.67 1 .33 1 . 1 7 ! .00 3. 17 2.97 2215 7.00 0.00 0.67 2.00 1 . 17 1 .00 3.84 3.90 2562 8.00 0.00 0.67 2.33 1 .33 ! .00 4.33 4.32 9.00 0.00 0.67 3.00 1 .33 317 I .00 5.00 5. ! 1 3447 10.00 0.00 0.83 3.50 1 .50 1 . 17 5.83 6.51 4418 I1 .00 0.00 0.83 3.83 1 .75 1 . 17 6.41 7.26 5188 12.00 0.00 I .00 4.25 2.00 . 17 7.25 8.94 6372 Sliding * Overturning WALL SOIL MOM MOM F.S. 1-1-1LATRESOIL SOIL RESIST O.T• Q.T. Pressure P/A+M/S 5.00 639 2513 14871 .69 !523 i 463 6.00 881 4510 2319 1 .95 1492 1486 7.00 1157 6738 3410 I .98 1314 1314 8.00 1469 9183 4795 1 .92 1409 1409 9.00 1815 12333 6508 1 .89 10.00 2237 1337 1336 !8546 8963 2.07 1355 1340 1 I .00 2660 24071 ! 15 ! I 2.09 1429 1404 12.00 3117 33487 14499 2.31 1426 1348 Design Reinf (Vertical) Wall lit. MOM Mu d As (Ft) STEM K ft a Mcap Steel {in) (in) K ft Reinf 5.00 904 1 .54 4.02 0. 10 0. 196 1 .76 15122.57 #4 @ 18" o.c. 6.00 4.02 0.20 0.392 3.44 o.c. 7.00 2344 3.98 4.02 0.20 0.392 3.44 #4 @ 1 2".c. 8.00 3435 5.84 6.00 0.26 0.510 #4 @ 9" a.c. 9.00 4820 6.73 #4 @ 8" a.c. 10.00 6533 11 . 11197.96 0.34 0 0.754 I 0. 17 #4@6" o. c. 0.608 10.68 1 1 .00 8611 14.64 7.96 0.47 0.912 15.70 #5 @ 9" o.c. 12.00 11088 !8.55 10.00 0.4 1 0.804 !7.7 1 #5 °� 8" o.c. FTG #5 @ 8" o.c. .�'''�-� �'> �'/=4t. 5.00 0.24 10.00 0. 10 0. 196 4.46 �` C ``-,-.77---, 4%:%;,\.(../;&��\� 6.00 0.87 10.00 0. 10 0. 196 4.46 #4 @ 24" c.c. ! .C2 10.00 0. 10 #4 @ 24" o.c. ��+ prAtimr-- 7.00 8.00 0. 196 4.46 #4 @ 24" o.c. vii r` .50 10.00 0.20 0.392 8.82 Off_ 9.00 #4 @ !2" o.c. f i .69 10.00 0.27 0.529 1 i ,83 #4 @ 9" o.c. 0 10.00 2.39 12.04 0.27 0.529 14.3 ! ""��. t I 1 .00 3.58 1 2.04 0.3 1 #4 @ 9" o.c. p�✓P e,.t ' 12.00 0.608 !6.37 #5 @ 12" o.c. 5. 10 12.04 0.37 0.725 1 9.44X•RES, fii:3 )' NOTES: -----Ai— PG = 2,500 PSI @ 28 DAYS FY = GRADE 60 GONG SLAB-ON- 0,efp = 35 pa GRADE PER PLAN-\/ G,surch = 50 psf BASEMENT SLAB REO'D 1><-jr ,, 2" GLR FE V 0 #4 CONT @ 12" O.G. O Q m 0 "V" BARS > i w 4" DIA. FTG DRAIN "T" BARS "L" BARS IN/ 18" HOOKS @ CORNERS . Jr • Q m = IIIIIIIIII IIII=III= II = = = =IIIIIIMIIIII1117"' G � A � B RLTA \ \G ^ALL SG--D.,LL H (FT) A 5 G D "V" BARS"T" BARS"L" BARS 5-0" 8" I'-2" 8" 12" #4 @ IS" #4 @ 24" 4-#4 6'-O" 8" I'-4" I'-2" 12" #4 @ 12" #4 @ 24" 4-#4 7'-O" 8" 2'-0" 1'-2" 12" #4 @ q" #4 @ 24" 4-#4 8'-0" 8" 2'-4" 1'-4" 12" #4 @ 8" #4 @ 12" 5-#4 GI LO" 8" 5'-0" 1'-4" 12" #4 © 6" #4 @ q" 6-#4 10'-0" 10" 3'-6" I'-6" 14" #5 @ q" #4 @ q" 6-#4 12'-0" 12" 4'-3" 2'-0" 14" #5 @ 8" #5 @ 10" 7-#4 R-TA( \ I \6 HALL IA/ 6ARA61– 0 SJRG—AR6E E BSMT SLAB RW6arRev NOT TO SCALE 1 RW IQ.efp = 35 PCF 7-i 3-16 D.surch = 50 PSF P,horiz = 16.50 PSF OVERTURNING: Mt = 8.00 FT (ABOVE FTG) M,ot = 4253 t G68 = 4921 kip-ft WALLtit = 8 HEEL. D = .25 TOE. C = 4.0 FTG. D = 12 Resist. 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 = 1 10.00 5.00 4.00 3520 3.92 13787 5URCti = 50.00 4.00 200.0 3.92 783 TOTAL = 5405 M,resst = 18463 SAFETY FACTOR = I 3.75 OKAY SOIL BEARING: X.effect = (M.resist - M.ot)'3 = 7.5 I > L = 5.92 eccentricty = 0.454 Q,max = I335 OKAY Q.min = 493 SLIDING: u = 0.40 F.shding = 14 18 F.resist 2163 SAFETY FACTOR = I 1 .53 OKAY PR 0Fro,� G c15 Iti� �'�:„?4, F (),F4Luht ----1 OfiJ EXPIRES: 6'30/ to