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Report oRADE- 5mx,rthou.BACK flu IN UNIFIED-- SOIL OLA55.FIcATION CA OP,SIN OR SR OR APPROVED ALIERNATIVF GO4'AGT FILL IN FRONT OF KEYWAY PRIOR TO BAC-0U ,............... 's, \., / .i--•--,'", f- .. / \\c/ \ / ; ' - !, 'f 1\101-ES: ' \ ' F.G.=3,000 PSI 0 20 1.,A,',"S / ,... / '' . 't A /, , / , „ , ' Ct '''' A./ .‘ - — ..;'''' . FY s&RADE SO / \-, ',, /\ .--' \ >"' ' •..,0,,, 1 *4 BARS HORZ. / Po .*515 psr . ..,,,/ / \,/,‘„ / \ ., , i A.TrFoRir ow/cLE5s , ' .(.i// : ,:io ' ,,,,,\ /--, ,, - i , q pERVERTISCRECOACAL BAR5B . C, r- ..; /;\\< /-- // X, 1 el 14 ill ( / ': 44'. \ /, 2" \ / •^-:\\ / /\ 'CLEAR I 0 />\' 11 -_-_- K k 1 0 -.-1 .....•••.......... . .16RAVE "...11 I2'BRAINASE WI* /. ...,/ \-''' .4,,,:'= C 1 —FOOTINS VOWELS TO TO Et GLEAN 3/4* \/ , ,.,- to .' •:,... x',.'i . HATCB VERTICAL iii li_I-Jif, TO I.112*ERAVEL . . .. ..,,t, , REINFORCE-PENT PER%RD ThHII 4.11-:::. t, .s, '' 117' --*a". ,•, • Ci. .. ..1 „.„ . 4. = \ ' •=4 7477777„ A 4 ILI At Di i ' IH.PI-11,1. I CI L Iv i 1,,,i 4 1...,i;-_-.,11-- 4 ‘ ill[:'-1:II7,11-1',111II HEEL STEM, LII A , ..-11 10E1111 if. REIN\11\16 MALL 5CHEDJLE 1,-0 L _.„. . 'H' 'A' 'B' ,c, KEY. V'BARS 'T'BARS ill sr.--„Iltr:V,.-:,1"- 1..- . *4 FOOTINS BARS HEI6HT ALL THK TOE HEEL DEPTH VERT HALL REINF. TOP OF EEO. -,!.411, ' 'Iii AT 12'ok BENT INTO KEYHAY AS 4' -0" 2'-3" 12" 12" #4 I 18" o/c #4 0 18" o/c E-0" .., 94ovit Ili STANDARD eat> 5' -0" 8" 2.-6" 12" 1'-8" #4 0 18" o/c #4 © 18" 0/c / / 6' -0" 3.-6" 12" 2.-0" #4 0 12" o.c. #4 0 12" o.c. TOE 7' 0" 8" 3.-9" 12" 2'-8" #5 0 12" o/c #5 0 12" o/c 8' -0" 3.-9" 12" 3.-3" #5 fi, 8" o/c #5 0 8" o/c #5 : 6" o/c #5 6" o/ 10" 4'-6" 12" 3*-8" C _ Sherman fngmeering, Inc. KW I A 315/ NC Sandy 51vd. Ste. 100 Portland, Oregon 97232 (503) 230-6676(503) 226-4745 fax COEFF EQLJIV SOIL EOUIV SURCI-1 VERT FRICT ACTIVE Wr PASS LOAD 0.35 35 125 I 50 0 0 *a:I Specs WALL F-TG WALL Keyway THICK TO F HEEL ThICk FTG EFFECT TOT riT Depth 'A' 'E3' 'C 'D' WI DTI-1 WI DTt-I WT 4.00 LCD 0.67 2.25 .00 LCD 3.92 6.24 1768 ..., L.,.../ ,--,-, 1 .67 0.67 2.50 1 .00 , .00 4. 17 6.44 2270 6.00 2.00 0.67 3.50 .00 1 .00 5. 17 5.01 2999 7.00 2.67 0.67 3.75 1 .00 .00 5.42 5.20 3636 5.00 3.25 0.67 3.75 1 ,00 ! .00 5.42 7.9 I 4135 9.00 3.67 0.53 4.50 I .00 1 .00 6.33 9.35 5262 5,Gu-qi $ OverturningSOIL PRESSURE WALL SOIL SLIDE MOM MOM ff.5, Max Mm r-IT LAT F.5. RESIST O.T. CT. P/A+M/S P/A-M/5 4.00 438 1 .59 4207 529 7.95 276 627 5.00 630 1 .60 5659 756 7.20 345 745 600 855 1 .58 9330 I 326 7.04 359 802 7.00 1 20 I .62 ' I 700 I 755 6.67 439 904 5.00 1415 I .59 13236 2333 5.67 564 963 9.00 1750 1 .63 I 9742 3294 5.99 580 1051 SEISMIC LOADING - Mononobe-Okabe - Seed-Whitman CONC WALL FORCE LOCATION MOM F.S. SDSMIC SLAB CAP F.S. Sod 0.611 O.T. 0.T. F. slide 2% buck SLIDE Pressure 4.0 156 3.00 l055 3.87 624 0 1 . 12 494 5.0 268 3.60 I 752 3.23 595 0 I . I2 679 6,0 365 4.20 2859 3.26 , 222 0 1 . 11 704 7.0 477 4.80 4043 2.89 1597 0 1 . 14 907 5.0 603 5.40 5591 2.37 2021 0 LII 1231 9.0 745 6.00 7763 2.54 2495 0 1 . 15 ' 249 1 Sherman fngineenng, Inc. RW I 15 3/5 I NE Sandy 51vd. Ste. 100 Portland, Oregon 97232 (503) 230-5676(503) 226-4745 fax Der' Re ni (Vertical) Vaii r-t. MOM Mu a As a Mcap Steel (=1,.) STEM K ft (in) (in) IC ft Reinf "V" 4.00 000 1 .0 I 5.02 O. I 3 C.3 ;4 3.28 #4 @ I 8" o.c. 5.00 1965 1 .90 5.02 0. ;3 0.34 3.25 #4 @ 18" o.c. 0.00 3395 3.40 5.02 0.20 0.47 ; 4.84 #4 @ 12" o.c. 7.00 539 5.39 5.02 k._,n ^ .,D 0.729 7.33 #5 @ I 2" o.c. 5.00 5047 8.05 5.02 0.47 ; .094 0.01 #5 @ 8" o.c. 9.00 1 ;458 I 1 .46 7.62 0.02 ; .459 I 9.24 #5 @ G" o.c. TG Mu d As a Mcap "L" BARS 4.00 i .59 8.63 0. I 3 0 314 5.08 #4 @ 18" o.c. 5.00 2.33 5.63 0. 13 0.314 5.08 #4 @ 1 5" o.c. 0.00 4.91 8.03 0.20 0.47 i 7.55 #4 @ I 2" o.c. 7.00 0.36 5.63 0.3 ; 0,729 1 .52 #5 @ 1 2" o.c. 8.00 8.05 8.03 0.47 I 094 i 0.90 #5 @ 5" o.c. 9.00 I I .40 8.63 0,02 ; 459 22.03 #5 @ 0" o.c. FOR OFFICE USE ONLY—SITE ADDRESS: 420 7s S42 &) G iii This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. 11 I r 1 CityCiof Tigard • COMMUNITY DEVELOPMENT DEPARTMENT ransmlttal Letter T (,A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: /Ok i/ DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED j� r JAN 2 2 2018 FROM: � J kt!,,,,, ec-„, 2 / x.. l1Y Lir 1S ,Ar COMPANY: G /bc //A� ,A,..., ? J 1 �� € rn � t r a PHONE: 5---(-)3 _ '7D f — 3 2-C) - By: Als- RE: 12 o ? ,(56, -,� 12s4*, b,) / ,r2,-,-7t--3--9- (Site Address) Permit Number)o/7 f 5IY1�riL (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: JAdditional set(s) of plans. Revisions: 'Y Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. X Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): MARKS: �.�,I 1r.e., d 00...4‘,,,' 0... �L ( t_-( ,4 Al- AA, � /CRA 5 -,9�1_ ,ioi ' P. l d FOR OFFICE USE ONLY Routed to Permit Technician: Date: ) — 3_ , Initials: f' Fees Due: ]Yes ❑No Fee Description: Amount Due: ---_. $ $ $ Special Instructions: Reprint Permit(per PE : [ Yes / No 0 Done fkL Applicant Notified: Date: 72.4/r Initials: I:\Building\Fonns\TransmittalLetter-Revisions.doc 05/25/2012