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Plans (79) `MST ao-A-Cc\i\U k u- ` i Sz 'WC, t- RECEIVED MAY 4 2017 CITY OF TIGARD BUILDING DIVISION NOTES: ---ir--- F'G = 2,500 PSI © 28 DAYS FY = GRADE 60 GONG SLAB-ON- Q,efp = 35 pa GRADE PER PLAN O,surch = 50 psf BASEMENT SLAB REO'D jr >< 2" GLR AC - L V #4 GONT © 12" O.G. O m u_ = 0I-- "V" "V" BARS ) i w I 4" DIA. FTG DRAIN "T" BARS "L" BARS IN/ I8" HOOKS @ CORNERS . jr Q d • _ \ IIIIIII 111111 1111 III = _ _ = =11IIIIIIII 11111 —n- - C / A � B R-TAI \ I \ S AALL SC-ELE H (FT) A E3 G D "V" BARS "T" BARS"L 53ARS 5'-O" 8" I'-2" 8" 12" #4 @ 18" #4 @ 24" 4-#4 6'-0" 8" 1'-4" 1'-2" 12" #4 @ 12" #4 @ 24" 4-#4 -11_0" 8" 2'_O" I'-2" 12" #4 © q" #4 @ 24" 4-#4 8'-0" 8" 2'-4" I'-4" 12" #4 @ 8" #4 @ 12" 5-#4 611_0" 8" 3'-0" 1'-4" 12" #4 @ 6" #4 @ q" 6-#4 101_0" 10" 3'-6" 1'-6" 14" 4t5 @ q" #4 @ q" 6-#4 12-O" 12" 4'-3" 2'-O" 14" #5 © 5" #5 @ 10" 7-#4 ETA \ \ AALL A/ 6ARA6E CDSURGHARS= E BSvT SLAB RA16orRev NOT TO SCALE Sherman Ingmeer ng, Inc. RW 2A 3/5/ NE Sandy Blvd. 5te. 100 7- 14- 1 6 Portland. Oregon .97232 (503) 230-8876 LOT 32, THE GREENS I EQUIV SOIL EQUIV SURCh VERT SUNTEL DESIGN. INC. I ACTIVE WT PA55 LOAD FILE: RWGARREV.XLS 35 125 150 50 200 Wall Specs WALL FTG WALL PASS THICK TOE KEEL THICK FTG Effect TOT HT HT 'A' 'B' 'C' 'D' WIDTH Length WT 5.00 0.00 0.67 1 . 1 7 0.67 1 .00 2.51 2.0 ! 1531 6.00 0.00 0.67 I .33 1 . 17 1 .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 I .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 0.83 3.50 1 .50 1 . 17 5.83 6.51 4418 11 .00 0.00 0.83 3.83 1 .75 1 . 17 6.41 7.26 5188 12.00 0.00 1 .00 4.25 2.00 1 . 1 7 7.25 8.94 6372 Sliding it Overturning • WALL SOIL MOM MOM F.S. SOIL SOIL HT LAT RESIST O.T. O.T. Pressure P/A+M/5 5.00 639 2513 1 487 1 .69 1 523 1463 6.00 881 4510 2319 1 .95 1492 1486 7.00 1 157 6738 3410 1 .95 1314 1314 8.00 1469 9183 4795 1 .92 1409 1409 9.00 1815 12333 6508 1 .59 1337 1336 10.00 2237 18546 8963 2.07 1355 1340 I1 .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 Mcap Steel (Ft) STEM K ft (in) (in) K ft Reinf 5.00 904 1 .54 4.02 0. 10 0. 1 96 1 .76 #4 @ 15" o.c. 6.00 15 1 2 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.c. 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 10.00 6533 I L I I #4 @ 6" o.c. 7.96 0.3 1 0.608 10.68 #5 @ 9" o.c. I 1 .00 861 1 14.64 7.96 0.47 0.9 12 15.70 #5 @ 8" o.c. 12.00 1 1088 18.85 10.00 0.41 0.804 17.71 #5 @ 8" o c FTG ,cA.0 Pr?Of ,,, 5.00 G 0.24 10.00 0. 10 0. 1 96 4.46 #4 @ 24" o.c. ;40-` ,,s G N e ,F\f©' , 6.00 0.87 10.00 0. 10 0. 1 96 4.46 #4 @ 24" o.c. ! '8 6 7.00 I .02 10.00 0. 10 0. 196 4.46 #4 24" o.c W ' - It 8.00 1 .50 10.00 0.20 0.392 8.82 #4 @ 12" o.c. O�``" N 9.00 1 .69 10.00 0.27 0.529 1 1 .83 #4 @ 9" o.c. 0 ��' tc 2-V-7 • 10.00 2.39 12.04 0.27 0.529 14.31 #4 @ 9" o.c. �." P R�~ '�' I 1 .00 3.58 12.04 0.3 1 0.608 16.37 #5 @ 12" o.c. 12.00 5. 10 12.04 0.37 0.725 19.44 #5 EX/ RES: r /3 !? (a? 10" o.c. DRIVE SLAB PER PLAN NOTES: F'C = 2,500 PSI ® 28 DAYS j•' FY = GRADE 60 =MI Ii FREE DRAINING ,,, GRANULAR LEVEL BACKFILL 2" GLR LL #4 © 12" O.G. @ A 8" #4 © q" 0.G. @A , 8" _ [n O "V" BARS . I "T" BARS "L" BARS W/ 18" HOOKS CORNERS • • 1, 11ul_ll 11111 11111 1111 111111.7.----11 11=111111 1111 = 1111 111111- III • G � A � B RETA \ \.G .AAL_ SC-ELE H (FT) A B G D "V" BARS "T" BARS "L" BARS 4'-0" S" 5" 5" 1T #4 @ 18" #4 @ 48" 3-#4 5'-0" 8 10" 11-6 " 12 #4 @ 18" #4 @ 48" 3-#4 6'-0 8" 10" 2'-4" 12" #4 @ IS" #4 @ 24" 3-#4 -r'-O" 5" 10" 3'-2" 12" #4 @ 10" #4 @ 18" 4-#4 8'-0" 5" I '-3" 3'-I0" 12" #4 q" #4 @ q" 5-#4 q'-0" 5" 11-3" 4'-8" 12" #5 @ 10" #5 @ 5" 6-#4 10'-0" 10" I'-q" 5'-0" 14" #5 @ 10" #5 @ 5" 7-#4 I '-O" 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 © 5" 8-#4 TY� R-TA I N I \ 6 ^ALL @ 6ARAE RV1SARASE SCALE:NOT TO SCALE I Sherman Engineering, Inc. RW 1 A 3/5 I we Sandy Blvd. 5te. /00 7- 1 3- 1 G Portland, Oregon 97232 (503) 230-5876 COEFF EQUIV SOIL EQUIV SURCH VERT SUNTEL DESIGN, INC. FRICT ACTIVE WT PASS LOAD FILE: RWGarage.XLS 0.35 35 110 150 50 0 Wall Specs WALL TOE HEEL rTG WALL PASS THICK THICK ffTG Effect TOT i-IT HT "A" "8" "C" "D" WIDTH Length WT 4.00 0.00 0.67 0.67 1 .00 1 .00 2.34 L88 1243 5.00 0.00 0.67 0.83 1 .75 1 .00 3.25 3.40 2040 6.00 0.00 0.67 0.83 2.59 1 .00 4.09 4.6 I 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 1 .00 5.92 7.51 5408 9.00 0.00 0.67 1 .25 4.75 I .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 IIT LAT RESIST SLIDE RESIST O.T. 0.T. Pressure P/A+tv11/5 4.00 288 435 1 .51 1716 935 1 .83 1319 1 269 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 1265 1893 1 .49 15464 4921 3.75 1440 1335 9.00 1600 2396 1 .50 25988 6658 3.90 1616 1498 10.00 1978 2991 1 .51 38644 9159 4.22 1652 1465 11 .00 2387 3582 1 .50 52090 I 1736 4.44 1731 1499 12.00 2830 4320 1 .53 70943 14756 4.81 1808 1518 Design Reinf (Vertical) Wall Ht. MOM Mu cl As a Mcap Steel (ft) STEM K ft (in) (in) K ft Reinf 4.00 501 0.85 4.02 0. 10 0. 196 1 .76 #4 @ 24" 0.c. 5.00 928 1 .58 4.02 0. 10 0. 196 1 .76 #4 @ 24" o.c. 6.00 1546 2.63 4.02 0. 15 0.294 2.61 #4 @ 18" 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" 0.c. 10.00 6629 11 .27 7.96 0.37 0.729 12.71 #5 @ 10" 0.c. I 1 .00 8727 14.84 7.96 0.44 0.863 14.91 #5 @ 5" o.c. 12.00 I 1 225 19.08 7.96 0.62 1 .216 20.5 I (2) #5 @ 12" FIG Mu d As a Mcap 4.00 0.37 10.00 0.05 0. 10 2.24 #4 @ 48" ,6•:. S-‘-• ' ' i-C S'0,, 5.00 1 .43 10.00 0.05 0. 10 2.24 #4 @ 45" 1,4?‘;G 1 ft'l '*•cs (17'3', \ 6.00 3.76 10.00 0.07 0. 13 3.00 <', 1) ?:.,' #4 @ 24" As 18. . 7.00 7.26 10.00 0. 15 0.29 G.G5 #4 @ 18" WI p 4 5.00 11 .97 10.00 0.25 0.49 10.97 i #4 @ 9" b"... it JR" SN to 9.00 18.99 10.00 0.44 0.86 18.95 #5 @ 8" 0 'aft -- `•10, •cw. 10.00 24.96 12.04 0.46 0.90 23.99 #5 @ 8" 'r P Stri`e ' 11 .00 34.96 12.04 0.65 1 .27 33.35 #5 @ 6" 12.00 49.92 12.04 0.95 1 .86 47.49 (2) #5 © 5.EXP(RE .:. 643QI ö RW t 5 7- I 3- I G Q.efp = 35 l'Cff D.surch = 50 F'Sf P,horiz = 6.50 FSff OVERTURNING: ht = 5.00 FT (ABOVE FTG) M,ot = 4253 668 = 4921 kip-ft WALL, ht = & HEEL. S = I .25 TOE, C = 4.0 FTG, D = I 2 Re515t. M: Wt (11:95) 1--ItL Wt L.A. M.resist WALL = I 00.05 8.00 800 I .55 1267 FTG = I 50.00 5.92 885 2.96 2626 SOIL = I 10.00 8.00 4.00 3520 3.92 I 3787 5URCI-1 = 50.00 4.00 200.0 3.92 783 TOTAL = 5405 M,resist = 18463 SAFETY FACTOR = I 3.75 OKAY SOIL BEARING: X,effect (M,resist - M.ot)*3 = 7.5 I > L = 5.92 Wt eccentricty = 0.454 Q,max = 1335 OKAY Q,mm = 493 SLIDING: u = 0.40 F.51iding = I 4 I 8 F.resist 2163 SAFETY FACTOR = I I .53 OKAY I cciil\rt.0 PR 0 F475:5, 'P 1 .1 6 411 /1 • rt r O. _ ON ctir zr-43 0A, EXPIRES: 6/30/ to