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Report (131) 1 . CN('N 'Q.l \ } - Cf ik5 MCi ``aL CASt" 3151 NE SANDY BLVD.SUITE A ENGINEERING n PORTLAND,OR 97 INC L �-1,_ 11 PHONE(503)230-8k (J I SH ERMANENGINEERS.0 NOTES: C G I NEC£'V,5 DRQ SLLAAB FC = 2,500 PSI 0 28 DAYS 186: _, FY = GRADE 60 _ I ,� \HECEIVED --- MAY 4 2017 `4t. 10.44° FREE DRAINING 1 71 okE a IF :___, CITY OF TIGARD QIP94500 GRANULABRLEVEL- I. BUILDING DIVISION EXPIRES 6-30-18 #4 6+` 2" GLR J LOT 6,OAK MOODS V TIGARD,OR #4 A I2" O.G. 0 A< 8" 13 BIGGI CONSTRUCTION 414 0 4" O.G. 0 A 8" I = CO U- O "V* BARS >M z I I.0 S "T" BARS "L" BARS IN/ IS HOOKS i a CORNERS -7 t" -I ----i— c) 111n__"1III— — I— —1 — —I — I— — I G / A / 13 R TAI \II \6 NALL SC--EDJLE H (FT) A B G D "V" BARS "T" BARS "L" BARS 4'-0" 8" 8" 12" 12" #4 ® IS" #4 @ 48" 3-#4 51-O" 8" 10" I'-q" 12" #4 ® 18" #4 @ 48" 3-#4 6'-0" 8" 10" 21-1" 12" #4 © 18" #4 @ 24" 3-#4 T-0" 8" 10" 3"-4"" 12" #4 ® 10"" #4 @18" 4-#4 8"-O" 8"" 1'-3" ' 4'-0" 12" #4 ® q" #4 @ q" 5-#4 q'-0" 8" I'-3" 4'-q" 12" #5 @ 10" #5 @ 5" 6-#4 10"-0" 10" I'-q" 5'-2" 14" #5 @ 10" #5 ® 8" '7-#4 11'-0" 10" 2"-0" 5'-10" 16" #5 @ 5" #5 ® 6" -1-#4 12'-O" 10" 2'-3" 6-8" 16" (2) #5 @ 12" (2) #5 a 5" 8-#4 -1' RTA I\I \6 A,ALL @ 6ARA6E PROJECT TITLE: �' 'I RWGARAGE SCALE:NOT TO SCALE LOT 6 OAK WOODS SEI PROJECT#: 17-SUNT-0I-REUSE FEB 28, 2017 . , Sherman fngineenng, Inc. RW I A 3/5/ NE Sandy Blvd. Ste. 100 2-28- 17 Portland, Oregon 97232 (503) 230-5876 COEFF EQUIV SOIL EQUIV SURChl VERT SUNTEL DESIGN, INC. FRICT ACTIVE WT PASS LOAD FILE: RWGara a,e.X L5 0.35 35 110 150 50 0 \Wall Spec5 WALL TOE h1EEL FTG WALL PASS ThICK ThICK FTG Effect TOT 1--17 hT "5" "C" "D" WIDTh Length WT 4,00 0.00 0.67 0.67 I .00 I .00 2.34 1 .85 I 243 5.00 0.00 0.67 0.63 1 .75 1 .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 tOO 4.83 5.55 4159 8.00 0.00 0.67 1 .25 4.00 I .00 5.92 7.51 5408 9.00 0.00 0.67 I .25 4.75 I .00 6.67 8.47 6845 I 0.00 0.00 0.83 I .75 5. 17 . 17 7.75 10.35 8547 11 .00 0.00 0.83 2.00 5.83 1 . 17 8.66 1 .83 10235 12.00 0.00 0.53 2.25 6.67 1 . 17 9.75 13.66 ' 2343 Sliding $ Overturning WALL SOIL SLIDE F.S. MOM MOM F.5. SOIL SOIL HT LAT RESIST SLIDE RESIST O.T. O.T. Pressure P/A+M/5 4.00 256 435 1 .51 1716 935 1 .53 1319 1269 5.0C 480 714 I .49 3871 I 557 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 I ,49 18464 492 I 3.75 1440 1335 9.00 I GOO 2396 1 .50 25988 6655 3.90 616 1498 I 0.00 ; 975 2991 1 ,51 35644 9159 4.22 1652 1465 1 I .00 2387 3582 1 .50 52090 11736 4.44 1731 1499 12.00 2830 4320 1 .53 70943 )4756 4.51 1808 1518 Design Rent (Vertical) Wall ht. MOM Mu d As a Mcap Steel (ft) STEM K ft (in) (in) K ft Reinf 4.00 50' 0.85 . 4.02 0. I 0 0. 196 I .76 #4 @ 24" o.c. 5.00 928 1 .55 4.02 0. 10 0. 196 1 .76 #4 @ 24" o.c. 6.00 I 546 2.63 4.02 0. I 5 0.294 2.61 #4 @ IS" o.c. 7.00 2391 4.06 4.02 0.24 0.471 4.09 #4 @ I 0" o.c. 5.00 3496 5.94 6.00 0.27 0.524 6.90 #4 @ 9" o.c. 9.00 4597 8.32 6.04 0.37 0.729 9.50 #5 @ I 0“ o.c. 10.00 6629 I 1 .27 7.96 0.37 0.729 I 2.7 I #5 @ 10" o.c. I I .00 8727 14.54 7.96 0.44 0.863 I 4.9 I #5 @ 8" o.c. 12.00 11225 !9.05 7.96 0.62 1 .216 20.51 (2) #5 @ I 2" FTG Mu d As a Mcap 4.00 0.37 I 0.00 0.05 0. 10 2.24 #4 @ 48" ,, -,,,-. ..r,,-.Z r r4. ' 5.00 1 .43 !0.00 0.05 O. I 0 2.24 #4 @ 45" - 6.00 3.76 I 0.00 0.07 0. 13 3.00 #4 @ 24" .;."(4 . #4 @ 18" q,,7.00 7.26 10.00 0. 15 0.29 6.65 084. 8.00 I 1 .97 1 0.00 0.25 0.49 10.97 #4 @ 9" v• OF ..._. .7)N 17 9.00 i 8.99 I 0.00 0.44 0.86 I 5.95 #5 @ 5" ,_, ro ,..,, , -- I 0.00 24.96 12.04 0.46 0.90 23.99 #5 @o" 0 c, '?"\••• A'P --.F•.c.kki\ I I .00 34.96 I 2.04 0.65 i .27 33.35 #5 @ 6" • -1- 12.00 49.92 I 2.04 0.95 I .56 47.49 (2) #5 (e Ot-XPIRES: 6'313/ RW 1E3 2-28- 17 Q,efp = 35 PCF D.eurch = 50 PSF F,horiz = I 6.50 PSP OVERTURNING: lit = 5.00 FT (ABOVE FTG) M.ot = 4253 + 668 = 4921 kip-ft WALL, Mt = 8 HEEL. S = '.25 TOE, C = 4.0 FIG. D = . 2 Resi5t. M: Wt (II:25) lit L Wt L.A. M,resist WALL = I 00.05 5.00 800 I .55 1267 FTG = I 50.00 5.92 555 2.96 2626 SOIL = 110.00 8.00 4.00 3520 3.92 I 3787 SURCh = 50.00 4.00 200.0 3.92 753 TOTAL = 5408 M,resist = I 8463 SAFETY FACTOR = 3.75 OKAY SOIL BEARING: X.effect = (M,res15t - M.ot)•3 = 7.5 I > L = 5.92 \APt eccentricty = 0.454 Q,max = I 335 OKAY Q.min = 493 BUDING: t.t = 0.40 F.sliciin = I 4 I 8 F.resIst 2 I 63 SAFETY FACTOR = 1 .53 OKAY ,S., •,-• L\Z',.\, er-' al spieeAtin\A„:;.. ....} , (--)4.j„-) s H ...''t • EXPIRES: 6/30/ ' SHExMAN 3151 NE SANDY BLVD.SUITE ENGINEERING PORTLAND,OR 97 INC ._._ l PHONE(503) 230-8+ SHERMANENGINEERS.0 `c-IPR MOTES: G i NES ",j DRIVE SAN F'C = 2,500 PSI 0 28 DAYS 186 6 --- FY = GRADE 60 GON 1 `'4L. )0.ti ' FREE DRAININ6 Q�p 0 GRANULAR LEVEL BACKFILL t EXPIRES 6-30-18 f 2" CLR ,1 1i LOT 6.OAK WOODS ( 1L T16ARD,OR *4 ® 12" O.G. ® A.48' j Q 13I661 CONSTRUCTION 144 0 6I" 0.6. 0 A 8" I = ED I U- 0 'V" BARS >16 H I.Li I Z "L" BARS W/ 18" HOOKS I "T' BARS r ® CORNERS r ------_-..-.-� -_ • r L.---y Ca Ii _ IiNO—Into_mm Iimi=1)1111 111111=iiim—!flip=!11111-iIMI—UIiH-111111 '111111—' O A B .=TAI \ I cS ^ALL SG--ED L= H (FT) A B G D "V" BARS "T" BARS "L" BARS 4'-0" 5" 5" 12" 12" #4 0 IS" #4 0 45" 3-#4 5'-O" 8" 10" 1'-q" 12" #4 0 18" #4 ® 45" 3-#4 6'-0" 8" 10" 2'-1" 12" #4 © 18" #4 0 24" 3-#4 1'-0" 8" 10" 3'-4" 12" #4 0 10" #4 0 18" 4-#4 5'-0" 5" I'-3" 41-0" 12" #4 0 q11 #4 0 q" 5-#4 q'-0" 8" 1'-3" 4'-q" 12" #5 0 10" #5 0 5" 6-#4 IO'-0" 10" 1'-41" 5'-2" 14" #5 0 10" #5 0 8" -1-#4 11'-O" 10" 2'-O" 5'-1o" 16" #5 0 5" #5 . 6" 1-#4 12'-O" 10" 2'-3" 6'-8" 16" (2) #5 0 12" (2) #5 0 8" 8-#4 T 'D R:---TA \ 1 \6 HALL @ 6ARA6E n PROJECT TITLE: 2 RAGARAGE SCALE:NOT TO SCALE LOT 6 OAK WOODS SEI PROJECT#: 17-SUNT-0I-REUSE FEB 28, 2017 . . Sherman Engineenng, Inc. RW2A 3/5/ WE Sandy Diva'. 5te. /00 2-28- I 7 Portland, Oregon 97232 (503) 230-8576 COEN' ECUIV SOIL ECUIV SURC1-1 VERT 5UNTEL DESIGN, INC. FRICT ACTIVE WT PASS LOAD FILE: RWGa racie.X L5 0.35 35 1 I 0 150 50 0 Wall Sec 5 WALL TOE HEEL FTG WALL PASS THICK THICK FTG Effect TOT MT MT A "5" "C" "D" WIDTH Length WI 4.00 0.00 0.67 0.67 1 .00 .00 2.34 1 .58 1243 5.00 0.00 0.67 0.83 1 .75 .00 3.25 3.40 2040 6.00 0.00 0.67 0.53 2.59 1 .00 4.09 4.61 3055 7.00 0.00 0.67 0.83 3.33 .00 4.53 5.55 4159 5.00 0.00 0.67 1 .25 4.00 .00 5.92 7.51 5408 9.00 0.00 0.67 1 .25 4.75 .00 6.67 5.47 6545 10.00 0.00 0.83 1 .75 5. 17 I . 17 7.75 10.35 8547 1 1 .00 0.00 0.53 2.00 5.83 1 . 17 8.66 11 .53 i 0235 12.00 0.00 0.53 2.25 6.67 . I 7 9.75 I 3.66 12343 Sliding 4 Overturning WALL SOIL SLIDE F.5. MOM MOM F.5. SOIL SOIL 1-1T LAT RESIST SLIDE RESIST O.T. O.T. Pressure P/A+M/5 4.00 255 435 1 .51 1716 935 1 .53 1319 1269 5.00 480 7 I 4 1 .49 3871 1557 2.49 1199 1196 6.00 708 1069 1 .51 7097 2405 2.95 1327 1305 7.00 970 I 456 1 .50 1 1 212 3515 3. 19 1495 1464 5.00 1265 I 593 1 .49 18464 4921 3.75 1440 1335 9.00 1 600 2396 1 .50 25958 6655 3.90 1616 1498 I 0.00 1978 2991 1 .51 35644 9159 4.22 1652 1465 11 .00 2357 3582 1 .50 52090 11736 4.44 1731 1499 12.00 2530 4320 1 .53 709431 4756 4.81 1808 1515 Design Reinf (Vertical) Wal11-It. MOM Mu d As a Mcap Steel (Ft) 5TEM K ft (in) (in) ,k-, it: Reinf 4.00 501 0.55 4.02 0. 10 0. 196 I .76 #4 @ 24" o.c. 5.00 925 1 .55 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 @ 15" o.c. 7.00 2391 4.06 4.02 0.24 0.471 4.09 #4 @ I 0" o.c. 5.00 3496 5.94 6.00 0.27 0.524 6.90 #4 @ 9" o.c. 9.00 4857 5.32 6.04 0.37 0.729 9.50 #5 @ 10" o.c. 10.00 6629 11 .27 7.96 0.37 0.729 12.71 #5 @ 10" o.c. I 1 .00 8727 I 4,54 7,96 0.44 0.563 14.9 1 #5 @ 5" o.c. 12.00 I 1225 19,08 7.96 0.62 1 .2 16 20.51 (2) #5 @ 12" FTG Mu d As a Mcap 4.00 0.37 10.00 0.05 0. 10 2.24 #4 @ 45" 5.00 i .43 10.00 0.05 0. 10 2.24 #4 @ 48" 6.00 3.76 10,00 0.07 0. 13 3.00 #4 @ 24" e,,(:,.. -t'\ -;--- 7.00 7.26 10.00 0. 15 0.29 6.65 #4 @ 18" ii 1 5.00 11 .97 10.00 0.25 0.49 10.57 #4 @ 9" VA 9 v. •.00 15.99 10.00 0.44 0.56 18.95 #5 @ 5° I 0.00 24.96 12.04 0.46 0.90 23.99 #5 @ 5" 6r, 1 1 .00 34.96 I 2.04 0.65 1 .27 33.35 #5 @ 6" '1.'P 12.00 49.92 12.04 0.95 1 .56 47.49 (2) #5 @ 5" CX61RES 6,30- , i C KW 215 2-28-1 7 0.&p = 35 PCF D.5urch = 50 PSF P.honz = 16.50 PSF OVERTURNING: ht = 5.00 IT (ASOVE FTG) M.ot = 4253 + 668 = 4921 kip-ft 8 ri5ffl.., 5 = .25 TOE. C = 4.0 FIG. D = i 2 Resist. M: WE (1i2s) ht L \Mt L.A. M.restet WALL = 100.05 5.00 500 I .58 1267 FTG = I 50:00 5.92 588 2.96 2626 SOIL = U0.00 8.00 4.00 3520 3.92 13757 SURCh = 50.0C 4.00 200.0 3.92 783 TOTAL = 5405 M.resist = 18463 SAT( ACTOR. = 3.75 OKAY 901L ARING: X,effect = (M.resist - M.ot) 3 = 7.5 1 > L = 5.92 Wt eccentncty = 0,454 Q.max = 1335 OKAY Q.rnin = 493 9LIDING: Li = 0.40 F.slIciin = 14 16 F.resIst 2163 A SFETY FACTOR = I .53 OKAY i tin 1 II 0 R E N ..,"' EXPIRES e3016