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13639 SW 130TH PLACE Y.' NNS r �. E CERTTFICATE OF CITY OF T I GARD OCCUPANCY PERMIT #. . . . . . . : MST95-001 COMMUNITY DEVELOPMENT DEPARTMENT DATE 03/04/96 13125 SW Hall Blvd.Tigard,Oregon 972230199 (503)639-4171 13639 SW 130TH PL PARCEL: 2SI04DD-00600 L SUBDIVISION. . . . ; MOUN-mIN HIC-1-4LANDS ZOO.I NO:R-4. Fj VIP BLOCK. . . . . . . . . . -,DT. . . . . . . . . . . . . :00 J CLASS OF WORK. eNEW TYPE Of- USE. . . c F3F OCCUPANCY GRP. OCCUr.Y-)NCY LOAD-0' R.emarks: PATH I Ownert JEFFERY MC MASTER 6047 SW HEIGHT LANE BEAVERTON OP 9712107 Phane #1 64,-6089 Phone #1 RE #. - - 02734 'This L,ertifivattp grantpi ocrt.tpancy of the Above referenced buildint1 or por - tion thereof and cotifit-ms that the building has been itispprted for compliance With the State of Orepan Specialty Codes for the c group, c:mparicy, and use under whir--h the referenced permit was issued. BUILDING I ECTOR BUILD ­?G"--,O,-F-F I C A. V-097 IN CON!aP!CU(3057) PLAUL' LL LLJ CITY OFTIGARD PLUMBING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : MST95-001 13125 SW Hall Blvd.Tigard,Oregon 97223.811110 (503)830-4171 DATE I gSUED: 03/14/95 PARCEL: 2S I04DD-006 00 ITE A1JUkL-SS. . . : l s6:.9 :aW 1301H PL _'.JZ,D I V I S I ON. . . . : MOUNTAIN HIGHLANDS ZONING: R--4. n PD BLOLK. . . . . . . . . . . LOT. . . . . . . . . . . . . :00 ...ASS OF WORK. . :NEW GARF i.GE. DISPOSALS— ' I : 1 YPE Ll F- USE. . . . :SF WASHING MACH. . . . . . . : 1 BACKFLOW r'REVN7RS. . : 1 )C;CUPANCY GRP. . : R-', 1•• LOJR DRAINS. . . . . . . ..0 TRAPS. . . . . . . . . . . . . :0 i'DR I ES. . . . . . . . :2 WATER HE:ATERS. . . . . . : 1 CATCH bk I NS. . . . . . . s 0 1 X I URE5- -- ----- - LAUNDRY TRAYS. . . . . . : 1 SF= RAIN DRAINS. . . . . : 1 a 1 NKS. . . . . . . . . . . 1 GREASE TRAPS. . . . . . . :EA LAVATORICS. . . . , :4 OTHER FIXTURES. . . . . :0 I U8/:iHUWF_Rc3. . . . : SEWER LINE. (ft ) . . . . :0 WATER CLOSE TS. . :3 WATER LINE (ft) . . . . : 100 VibHWOSHERS. . . . : 1 RAIN DRAIN (ft) . . . . :0 Remarks : PATH 1 JWNErR: --------------- ------------------FEES---.--. E;'FFERY MC MASTER TIF b 1350. 00 JF 03/14/95 - 04/ SW HLiUHE LiaNL SWM $ 180. 00 JF 03/14/95 - aWM $ 100. 00 JF 03/14/95 - �L:AVEh i ON UF1 97007 BPRT $ b53. 00 JF 03,/ 14/9 5 - ciune #: 646--61689 BPLC: $ 359. 45 JF, 12/30/94 94--26009L, B5PC $ 27. 65 JF' 03/14/95 - Plumbing Contvac:.tort _.. ...._...._._.._...__........_ _..._.... PARI!, $ 500. 00 JF' 03/14/95 - MF'RT $ 45. 00 JF 03/14/95 -- I:3mt� IriPI._L $ L 1 czzl JI-• 03/ 14/9t5 - ddre .. �",5�9 5 L f'C'S �tjt 115GC $ e5 JF 03/14/95 - ;.L Y 7' _.dZ- '•L'1 r H $ dd',1. rl 0 JF 0 3/ 14/9,� - I P. _k .. r _Ptlorr:. , 1- cZV 9 �I:rF-'L $ 11. 2; JF 04/ 14/9b -- � Additional fees not; shown here. . . . . . . . REUU I RED I NSPECT I ON:i ------- his permit; is issued sitb.j :ct to the reg .. ,,.ax: 1.cns contained in the Tigard Municipal Footing Insp Gyp board Insp ode, State of Ore. Specialty Codes and all Foundation Insp Hain drain lnsp ether applicable laws. All work will be done Frost/beam Struct Water Line lnsp t.r .ac..,cordance with approved plans. This Post/Peam Mechan Water Service It permit will expire if work is not started Crawl Drain Appr/Sdwlk Irsp within 180 days of issuance, or if work is I=I1_M/UnderfInot- Mechanical r'inaj .tspended for more then 180 days. Mechanical Insp F-'lamb Final 1 Iumb lop Out Building F-inal .� Framing Insp Erosion Control Cr , F ireplaue insp n, Gas line Insp �- L�'"� Insulation ms1.., ..ed Plumbing L.� cantor Signature r Call for inspection - 639•-4175 LO urrLraCtnr IVut:pS:__ W CITY OF TIGARDPEHMI-1 MASTER PERMT'rlrt� rc1] COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 03/14/95 13125 SW Hall Blvd.Tigard,Oregon 97223.8109 (503)839.4171 PARCEL% ESI04DD--•00600 SITE iaDDRE.SS. . . : 1:3639 SW 130111 C?i_ SUBDIVISION. . . . : MOUNTAIN HIGHLANDS ZONING: R-4. ' PD BLOCK. . . . . . . . . . : LO'T. . . . . . . . . . . . . :005 ----------------------------------- BUILDING -_-__-- __________________---_-_._- ....__... HEISSUE.: DWELLING UNITS: 1 BASEMENI.. . . . . . . . :0 5 I..LHSS OF WORK. :NEW BEORMS:3 LATHS:3 Cc4RAGE. . . . . . . . . . :5Ea s+- TYPE OF USE. . . :SF FLUOR AREAS------------ REQUIRED 1YF'E: OF CONST. :5N FIRST. . . . : 1182 sf LEFT. . : 15 ft RIC3HT. : 10 ft OCLUPANCY GRP. :R3 SECOND. . . :960 sf FRONT. :20 ft REAR. . .-516 ft niUHIES. . . . . . . ..L FINBSMENT:0 sf REUUIRCD-HEIGHT. . . . . . . . ..23 f t T( sf SMOKE DETECTORS. :Y l'-LOUR LOAD. . . . .140 psf VHLUE. . . . . 147,7.193 PARKING BPAC:ES. . 11 Remarks . PATH I F:'L.UMlrz7NG --------------- ------------------- - S I NKS. . . . . . . . . . . -_-____._____-_ -_-------_____----_ .SINKS. . . . . . . . . . : 1 1=LOOR DRAINS. . . . :0 BACKFLOW PRF_VNTRF , . : 1 LAVHTQRIES. . . . . :4 WATER HEATERS. . . : 1 TRArS. . . . . . . . . . . . . :0 T'UB/5140WERS. . . . :3• LNUNDRY TRAYS. . . : 1 CATCH BASINS. . . . . . . ..0 WA 1 LH L:LUSL I S. . :,.5 SEWER LINE (ft) . :0 L RE.ASE TRACT . . . . . :0 DISHWASHERS. . . . : 1 WATER LINE (ft ) . : 10111 OTHER F I)(-," . . . . . :IY! UHHbAbL DISP. . . : 1 RAIN DRAIN (ft) . :0 WASH I Nle MACH. . . : 1 SF RA 1 N DRA I N5. . : 1 MECHANICAL -._._._.__•__._.____.._______.___.____.____. _ FEES FUEL TYPES------------ UNIT HTRS. . :0 type amoi.lnt by date r-e(:pt /GAS/ / / VENTS . . . . . :0 TIF $ 1C,50. 00 JF 1163/ 14/91b - M14X INPUT :0 BTU VEN I" F=ANS. : :4 SWM $ 1816. 00 JF 03/14/95 -- FURN ( 100K . . :0 HOODS. . . . . . : 1 SWM $ �00. 00 JF 03/14/L)5 - f-UITN ) =10(;JK . — 1 WUODS)QVE:S. :0 BPRT $ :"553, 00 JF 03/14/95 - 1-•L-.DUH F-UHN. . . . :0 LLO DRYERS. 1 1 BPLC $ 359. 4-b JF 12/30/94 94--260096 SOI(_./CMS' ( 31-4P:Vi OTHER UNITS: i NSGC t 27. 65 JI- 0:3/14/95 -- GAS OUTLET113: 1 PARK $ 500- 00 JF Ql.ti/14/95 - Owner. - - ----.-- _._________-.___.___..___.__-_-_._.._MPRT $ 4`,. 00 JF 03/ 14/95 - J�rFkHv MC MASTER MPLC $ 11. 25 J 03/14/95 uV147 'bW HUGH] Lf0,1L 14th-'C $ :i. : wi JF 163/ 14/95 - . B7 H $ :i. 00 JF 0.3/14/95 - B AVERTON OR 97007 F,5PC $ I. 1- Lb JI- W,,/ 14/')tj - Phone #: 646-6089 EROS $ 64. 00 JF 03/14/95 - Gontr�actor-: -._ -._.__ _. ._._.___..__.._.__ ....___.__.____.._EF?p�C $ =:N. BV, J(' 0I?./14/95 - GEORGE MORLAN PLUMBING-' R APLIANCES E:FiPL $ eO. 60 JF 03/14/95 l 588 ;.',W PACIFIC HW'/ I IUHHU UR 97c:E!S r hone #t: GE4-669b 1 He g n 3670. 45 TOTAL This permit is issued subject to the regulations contained in the RE'QUIRED INSPEC7I0N5 --- - --+ Tigard Municipal Code, State of Ore, Specialty Codes and all other Footing Insp Framing Insp applicable Taws. All Mork wiii be done in accordance with approved FoLlndat ion Insp Fireplace Inspr wplans, This permit will expire If work is not started within 180 Post/beam '. tract Gas Line Insp a days of issuance, or if work is suspended for more than 169 days. Post/Beam Mechan Insulation Insr. Lrawl Drar.n Gyp Heard Insp f.'ermlttee signatl..lr•e: _ _ PI_M/Ui)darfIoor Rain drain lrisl-r • Mec-,hcinical Insp Water Line ins p . s5v.Nd by: �� (/ � 1• 14.imb IU[) Uut W.aber Serviue it, Call for inspecti-.i - 6:39-4175 SEWER CONNE:CT'ION CITY CSF TIGARD PERM.iI COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . .. SWR9 5-0012 13125 SW Hall Blvd.Tigard,Oregon 97223.919W 'JMJ)''6.19-4171 DAIE ISSUED: Q13/14/95 r'ARCEL: 2S104DD-00600 '11-L AUURLS5. . . : 13631) SW 1 SOTH F'L SUBDIVISION. . . . : MOUNTAIN HIGHLANDS ZONTNG: R-4. 5 PL) . . . . . . . . . . . LO'T. . . . . . . . . . . . . :005 TENANT NAME. . . . . : USA NO. .. . . . . . . . . . FIXTURE UNI-(-.:i. . . s _..LASS OF WORK. . . :NEW DWELL I NG UN I T5. . : 1 Y wt- OF USE:. . . . . :SF NO. OF BU I LU I Nus: 1 .NS'TALI_ 'i YPE+. . . . :: :ISWR TMPLRV SURFACE. . : :sf rsemar^ks : PATH I iwner; __________.__..__________.__—_.___.____.---_,_____.__._______.__ FEES JEFFERY MC: MASTER type a+moi_Int by date r'ecpt t,IZ47 SW HEIGHT LANE: F'RMT f 2200. 00 ?F 03/14/95 — IN 7P $ 35. 00 JF 03/ 14/9b BE^AVERTON OR 97007 -'hone #: 646-6089 .:ontr•actor,, ISN I RAGTtIR NOT' ON FILE:. 'hone :0 ; h EL :35. 00 TOTAL teg #. . : _-- - ---- REOU I RED INSPECTIONS - --- - "ts Applicant agrees to comply with all the rules and reguiations Sewer Inspection J 0e llnified Sewage Agency. The permit expires IB@ days from �r,e Mete issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the acc4racy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet i.1 all direc�.ons from tree distance given. If not so located, the installer shall purchase z -Tap and Side Sewer" Nreit and the ency will instal; a lateral. 1 e I-,m i t t;e c b i tr e : ,� _'....M_..11�___—._.___ te d B Y P,all for inspection — 639-4175 a r w J Residential Building Permit Application U City of Tigard 0 ��,�' 13125 SW Hell Blvd. � '� P a Tigard, OR 97223 � ► (503) 639-4171 Jobsite Address: 39 5w 13 0 tt, PIQ ce Subdivision: olgt 1!1 t JA IavJLot# Office Use Only valuation: �_^ /�� � �! Planc'JRec # l Y /. D 9Z Permit # -;.-���;'II Corner Lot? Y 0) Flag Lot? Y Reissue of Map & TL# k tl r Owner: �f/ l C,&,k Approvals Required Address: 6oy7 5W /te(q S k-e Planning / �, /k°A ( 9 700 7 �ver O - �` � Engineering Phone: (5-03) '(Dog Other Contractor: Items Required i Address.- Subcontractors Truss Details Phone: Other Contractor's License #_ (attach copy of current Oregon license) � r ✓�LfL� j�uu ,�1 ��ic'� Contact Name & Phone: 1 Subcontractors: Arch ltect/E ngl near: - V��O, n?IY/Q;1 3 j EPlu Address: e r k �fl d q72-1k s echanicaI. G (alta copy of cu t OR Contra or's !cense) _ Phone: JOB DESCRIPTION: (5 (-Q Gc) l Ap N nt ignature & Phone number Received by: Date Received: N.IWORDCOMDEVIRESAPP Permit# AccouiA Description /Amount Amt. Pd. Bal. Du oc'/ ( Bldg. Permit (BUILD) Plumb. Permit (PLUMB) �� S.i. _ 2 Mech. Permit (MECH) State Tax (TAX) Bldg: ,1l ? Y _ Plumb: 1 t i j' Mech: Z. Z Plan Check (PLANCK) 37o , L) /tea Bldg: 37 Plumb: Mech: 1 S'w�QS vUl Sewer Connection (SWUSA) Sewer Inspection (SWINSP) j Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) _ Office TIF (TIF-0) Water Quality (WQUAL) Lam' Water Quantit! (WQUANT) lc u LL Fire Life Safety (FLS) _ Erosion Cntrl Permit (ERPRMT) q ` Erosion Planck/USA (ERPLAN) ;IV-3U Erosion Planck/COT (EROSN) ,r TOTALS: U ^ ch �� G' S� 5 S, (4)'� Permit#: l.S T— O o r / Address: 13(o 3� l.2,C> l.SsuC(l hy: Date: Statement: Information Notice to Property Owners About Construction Responsibilities .Vote: Oregon Law, ORS 701.055(4), requires residential construction permit appli- cants who are not regivered with the Construction Contractors Board to sign the following statement before a building permit can be issued. This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from registration under ORS 701.010(7), need not submit this statement. This statement will be filed with the permit. Fill in the appropriate blanks and initial boxes 1 and 2, and either box 3A or 3B: 1. I own, reside in, or will reside in the completed structure. 2. I understand that I must register as a construction contractor if the structure is sold or offered for sale before or upon completion. ?A. My genera: contractor is (Name) Contractor regis. # I will instruct my general contractor that all subcontractors who work on the structure must be registered with the Construction Contractors Board. YV\ OR B. 1 will be my own general contractor. If I hire subcontractors, I will hire only subcontractors registered with the Construction Contractors a Board. If I change my mind and hire a general contractor, I will contract with a contractor who is registered with the CCB and will immedively notify the office issuing this building permit of the "' name of the contractor. –� 1 hereby certify that the above information is correct and that I have read and do understand the Information L Notice to Pro erty Owner., about Construction Responsibilities on the reverse side of this form. TT U (signature of permit applicant) (Date) (White copy to issuing agency permit file, pink copy to applicant) (mail CmK6tj wall A 10 77 �'-G►' l 7 u 4 L,5u m FL . SIT ' Wltll 5i Mfue �440, Vdr a*le*-- 046 ►2v' It _ 71 04 rcC l2' a X 461z" rr �T +k449" 4 12'' µ46 n' 4(817-g 211 M L4 i1c 41 I t� F1 N = , �.. ®�t�cvl o� 4° PGi2F CfAr�° RRa W/ 111 No CLMN n `I I N ~ U la I 5TU2 f3E P em- LQ J INF_� 938�� r r -nom Etc S Nq�0 B. SEI�P�Q �O fE1Q� /�/9L CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone. 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. �t f Post/Beam Mech. Shear/Sheath Framing -Meth. �tl Plbg.Und/Flr/Slab Plbg.Top Out -- Insulation -Elect. A�7 Post/Beam Struct. Mech. Rough-in Gyp. Bd. CITND San, Sew: wlk %% �r Gas Line Appr/Sd '%0 ems. Other: Date: .-1q A.M._P.M. _ Entry: Address: 1344 :3 eo W4 A — Tenant: Ste:—_ MST: {{ BUP: Con/Owi.. 7719—k� MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: L4 r_ C7 W J - -- - - - -- - --- - In�spect APPROVED _DISAPPROVED/CALL FOR REINSP. CF CITY OF TIG/ARD BUILDING INSPECTION NC"ICE Inspection Line (Rnc-O-Phone}: 6394175 Business Phooe: 639-4171 Inspection: T T ; ���- �S Z y Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing P lumb;,' Alarm Water Line Insulation -PAech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: _ Time: AM PM Address: �— Buildef;— i Permit #:0 ` Q� THE FOLLOWING CORRECTIONS ARE REQUIRED: CL ---- — -- J LU L J i Inspechjr _ _ Date: " APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE __Cali For Reinsp. CrrY OF TIGARD BUILDING INSPECTION NOTICE Irspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Sh ar Wall Gyp. Bd. -Elect.> Date Requested: _7 Time: AM PM Address:—L3,/,' ddress: 'CEJ ( 3C t Builder: Permit #:.y THE FOLLG::; .G CORRECTIONS ARE REQUIRED: 1 q fit. T---fes CL r-i CL y-. _J L U3 W J Inspectorijk r- � � f Date: 7—, _APPROVED DISAPPROVED PPROVED SUBJECT TO ABOVE _Call For Reins. "C J CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprir',. Rough-inpr/Sdwlk� roundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elau. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Meeh. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: I 11, (e � -t L Time:-AM _!PM Address: 3 � / Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REnuIRED: r_ Inspector. APPROVED DISAPPROVED APPROVED SUB!ECT TO ABOVE __Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rou,ti-in FINAL: Post/Beam Mech, San. Sewer Clas Line C- . Plbg. Underfloor Rain Drain Framing umb. Alarm Water Line Insulation eqc Underilr. Insul. Shear Wall I �. Bd. � -h) Date Requested: I ( 1 fim� AM PM Address: Builder`. (z, f'UPermit #: I THE F ING CORRECTIONS ARE REQUIRED: Q /I.P.sLti of a LLj J Inspector: � Dater _APPROVED _DISAPPROVED k APPROV'7D SUBJECT TO ABOVE _Call Fo• '4einsp. CITY OF TICARD BOUMNG INSPECTION NOTICE Inspection Line ;Rec-O-Phone): 639-4175 (Business Phone: 639-4171 Inspection: �- '� N .O.,O�Tii c� 1-i l �j L d—J— Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. newer Gas Line -Bldg. Plbg. Underfloor -lain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. i._lnderflr. Insu! Shear Wall Gyp, Bd. I� Date Requested: ✓n - �c 7 5'� Time: AM PM Address: IS Builder: Permit /THE FOLLOWING CORREG(IONS ARr' REQUIRED: OL k ., _ r, �< �, �- C7 l 77" Insp actor: Dnfe: /n APPROVED 4,`5APPROVFD APPROVED SUBJECT TO ABOVE 01'6-II For Reinsp. CITY OF TIGAIRD BUILMNG INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-41/1 Insppction: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Bee i Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. < -Elect. Date Requested: Time: AM PM Address: Bu;;der: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: r J W J i Inspector: ,�� Date: �� _APPROVED APPROVE _APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD E;A'.LDING INSPECTION NO'NrE Inspection Line (Rec-O-Ph%4: 639-4175 Business Phone: 539-4171 Inspection: Footing Susp. Ceiling Sprink. Rough in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rouge-in Fireplace Post/Beam Struct. Plbg. Top Out Eler:. Rough-in FINAL: Post/Beam Mea,. San. Sewer Gas Line BI_dg�j Plbg. Underfla.,r Rain Drain Framingib Alarm Wator Line Insulation Underflr. In;.ul, Shear Wall Gyp. Bd. le`cC. Date Requested:_ �� _Time: AM _ I'\t M Address: Permit 1 HE F LLO'. ING CORRECTIONS ARE REQUIRED. Ci23.c 4d rd i'[..—I e47L77.LJ /��. (�/t/�i.y'l �i..i1.�O T ti LL t� A,� '� Inspector: Date: APPROVED �.Pf�SAPPROVED `APPROVED SUBJECT "J ABOVE Call For Reinsp. f v' CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone-): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Hough in Appr/Sd'Nlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line - I4d Plbg. Underfloor Rain Drain Framing Alarm Water Line Insulation e_V�D Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Tima: AM PM Address: 1',3 Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: a _ �' � � .c�..����-..1'��z-�i-�✓! -tom F- C7 W J Inspector: �� — Date:_ /U- Z.7. 7S. `APPROVED �SAPP,ROOVVED ,APPROVED SUBJECT TO ABOVE -Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Spri ik. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insui. Sheer V��a�l Gyp. Bd. �� Gate Requested: Z C Time: !/ PM Address: Permit THE FOLLOWING CORRECTIONS AR EOUIRED: _41- CL H1 I.t L7 J P. �1 L J Inspector:YI/I rc- 4ey'g- / sL c e— Date: Jc'S —APPROVED 2NISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. r" CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Cr. Inspection: jf Footing Susp. Ceiling Sp,ink. ROugh-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Meeh. Underflr. Insul. Shear Wall 9d) . 2.Q -Elect. Date Requested:— 6� Time: AM � Address: � `?C.' J`Z SE PF Builder: �z Z Z _3 w Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: 1/r r1oV/ A w 1 ��v�/I/a S6'_ br' r_4L4_ c'x 0 c r> g5"u t(-,,s, /71,7ASLC5 Jul S✓� A 7-C LL un .r h J .0 W J Inspector: Date: APPROVED DISAPPROVED 4—APPROVED SUBJECT TO ABOVE ____Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Ins!-ection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. BdD. -Elect. Date Requested: Time:— AM I'.PM Address:_t� —_._.ZS 2L2 J L L Builder: _Permit #: •ST THE FOPOWING C RRECTIONS ARE REQUIRED: ` C� G o-k-' J ic Inspector:__-_ Date: _APPROVED DISAPPROVED _APPROVED FUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Irswction Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech, Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alatm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ _ Time: AM PM Address:Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: �a t✓l, cam.,-. _ _. --� _ _ f Q �--,� � �'--L_� mac^✓'�. � 1- t - J LLJ Inspector: Date: l0 ( _ T _APPROVED -XISAPPROVED APPROVED SUBJECT TO ABOVE all For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation P1bg Underslab1�1e� . R1i oug ��'1y i Fireplace Post/Beam Struci. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mern. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain <Jljaim (-4&-) -Plumb. Alarm Water Line Fisulat�o -Meth. Underflr. InSUI. Shear Wall Gyp. Bd. -Elect T i Date Requested: /��o Time: AM ��M Address: / 2 13o VZ Builder: Permit #: O THE FOLLOWING CORRECTIONS ARE REQUIRED: ---)P. , Jr2L ! -� -✓� u- nA w Inspector: — Date. S / _APPROVED DISAPPROVED VAPPROVED SUBJECT TO ABOVE 17R 0z _Call For Rein o I CITY OF TfGARD BUILDING INSPECTION NOTICE 1 v Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 V Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdw:k Foundation Plbg. Underslab ech. Rou h-i Fireplace Post/Beam Struct. Plbg. Top Out Eler,. Ruugh-in FINAL: Post/Beam Mech, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain ramin-/�Q-> -Plumb. Alarm Water Line �( Insulation -Mech. Underflr. Insul. Shear Wall I/X Gyp. Bd. -Elect. Date Requested: b S/lc SS Time: AM PM Address: "ir kBuilder: Permit Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: � �� � Q-1/\ �-vim.-�—� �..t�-.T ✓- r�--�..r �.-,n LiJ _j viv Com,. inspector: ��� -��.__ ()ate: J � 7 ' _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE J./Call For Reinsp. CITY rF Tlr=^.F!^ BUILDING INSPECTION NOTICE Inspection iiia �Hec-O-Phora): 639-4175 Business Phone: 639-4171 Inspection: �2��� �=� e-"yj Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Bearr Mech. San. Sewer Gas Line -Bldg. Plbg, Underfloor Rain Drain Framing -Plumb. Alarm Water I_ine f Insulation -Mech. Underf(r. Insul. Shear Gyp. Bd. -Elect. Date Requested: /� Time: —AM PM Address: 3 (,­ ,3 2 Guilder: Permit 1 HE FOLLOWING CORRECTIONS ARE REQUIRED: � 7 rr � _?� z t ;,�. ----�D F �1Lsi _ was . LLj Inspector: Date: 5/1 -� __APNr;')VED ZDISAPPROVED —APPROVED SUBJECT TO ABOVE I all For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 09-4175 Business Phone: 639-4171 Inspection: _. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Undei'Ir. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: Builder: Permit #: aEFOLLOWING CORRECTIONS ARE REQUIRED: j -2 d , If CL ,• - c7 LLj J — Inspector: Date: �� S _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE e �i(;all For Reinsp. i CITY OF TIGARD BUILDING INSPECTION NOTICE li1spection Line (Rec-O-Phrone). 6"39-4175 Business Phonr: 639-4171 Inspection: P• g Footing Sus Ceiling Spink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab �qVI h. Rough-in Fireplace Post/Beam S'.ruct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line /2e­ 1 -Bldg. Plbg. Underfloor Rain Drain Cumation ir / -Plumb. Alarm Water Line / -Mech. Underflr. Insul. Shear Wall CGyp. Bd. �V -Elect. Date Requb,'nd: c� 7 J Time: AM PM Address: _ c Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: '^ 1 a. w J -� Date: ��- Inspector: � _APPROVED ,,M!�APPROVED _APPROVED SUBJECT TO ABOVE all For Reinsp. 7 CITY OF .;;D BUILDING INSPECTION NOTICE Inspection Line (Rec-U-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain , Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall , Gyp. Bd. -Elect. Da'e Requested: `7 . �� _ Time: AM PM Address: ll ,,��yy � BuiIder:�� mg h et 96 �L1i� Permit >x:N^`�T`�5 ��f I THE FOLLOWING CORRECTIONS ARE REQUIRED: v VI J C.7 W J Inspector: `-1�.'l� ��`—� -- Date: _A"PROVED DISAPPROVED —APPROVED SUBJE TO ABOVE '�� _ all Fur Reinsp. CITY OF TIGARD BUILDINGS INSPECTION NOTICE Inspection Line (Rec-O-Phone): 69.4175 Business Phone: 639-4171 Inspection:_ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. .San. Sewer Gas Ljne -Bldg. Plbg. Underfloor �Dr�iA Fra 9i g -Plumb. Alarm � ater Lin) Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. l -Elect. Date Requested: c S Time:LihAM —PIA Address: Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED. c� cc — :Y J L L7 W 7 Inspector: `-`'APPROVED DISAPPRO\'FD APHROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 63d-4171 Inspection- -Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. �op O Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg Plbg. Underfloor '3ain Drain Framing -Plumo. Alarm Water Line Insulation -Mech. UndedIr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: lie, % Builder: Perm't !l: ,$-.. C2 J IL:& FOLLOWING CORRECTIONS ARE REQUIRED: LL J L U W Inspector: Date: 74­4 – 'PROVED —DISAPPROVED APPROVED SUBJ CT rO ABOVE —Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Undorslab Mech. Rough-in Fireplace Post/Beam Struct. cKbg. Top Put-' Elec. Rough-i, FINAL: 90)st/Bean3 Mech. San. Sewer L_aG s Lin -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall / p Gyp. Bd. -Elect. Date Requested:— (Z p /� Time: AM PM Address:_ � _/. 3c) �-=gC..1L 4(- Builder: �' C�G— ,�� _Permit #: IHE FOLLOWING CORRECTIONS ARE REQUIRED: Ile 6i a rz J L7 W J Inspector:�� � Date:� 1 ��� APPROVED 17Z fSAPPROVED _APPROVED SUBJECT TO ABOVE ,.&all For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE `�! Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection.- Footing nspection:Footiny usp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfluorain Drair) Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Reques;ed: Time: AM PM Address: / 116- z 6� Builder:_ Permit #: 1HE FOLLOWING CORRECTIONS ARE REQUIRED: J W J Inspector: Date: _APPROVED _DISAPPROVED _APPROVED SUBJECT TO LOVF r 7` Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Z- -r ailing Sprink. Rough-in Appr/Sdwlk Foundation derslab Mach. Rough-in Fireplace os�am Stru~ lbg. Out Elec. Rough-in FINAL: ost/Beam Mach S Sewer Gas Line -Bldg. nderfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. EI t.--�IV�, Date Requested: �•3 —/S Time: AMM Address:—L 13 Builder: _ Permit R`, d V THE FOLLOWING C099ECTIONS ARE REQUIRED: ?, CA Z- r c,� z , — ov� t �/ -W ts r J , Inspector: � Date:�3 1 J APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ,,,,_,Call For Reinsp. ,••• CITY OF TIGARD BUILDING I+VSPECTION NOTICE + Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639-4171 Inspection: Footing Susp.,Ceiling Sprink. Rough-in Appr/Sdwlk Foundation P g. Underslab Mech. Rough-in Fireplace ost/Beam Stru Plbg. Top Out Elec. Rough-in FINAL: ost/Beam Mech Sewer Gas Line -Bldg. . nderfloor /Rain Drain Framing Plumb. Alarm Water Linr Insulation -Mech. Underfir. Insul. Shear Wali Gyp. Bd. -Elect.-4t4r, Date Requested:_ 3 —Z ^ �5 Time: Aa,&�M Address:_ J,�'a - rl1 Builder: "AI�ermit#q l-d U I f THE FOLLOWING CORRECTIONS ARE REQUIRED: CA Z (� o �,.�• VI\_A LC (z, f~ -_j l c 1 Inspector: t-''l. Date: ,APPROVED _,DISAPPROVED VAPPROVED SUBJECT TO ABOVE Cell For Refnap. CITY OF TIGARD BUILDING INSPECTION NOTICE �1 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Galt Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Pibg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Rd. -Elect. Date Requested:! Time: _AM PM Address: Builder: Permit #: Q THE FOLLOWING CORRECTIONS ARE REQUIRED: LL J ic C7 I� J Inspector: �l✓'V �~ �-- Date: -' APPROVED DISAPPROVED "PPROVED SUBJECT TO ABOVE �) _„Call For Reinsp. �1 p CITY OF TIGARD BUILDING INSPECTION NOTICE 1v Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underfir. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: _ Builder: Permit #: — Q o THE FOLLOWING CORRECTIONS ARE REQUIRED: �� 7 e j Z C-v et J 1. tJ _ W J Inspector: Date:_ APPROVED _DISAPPROVED ',-APPROVED SUBJECT TO ABOVE _,Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE r l Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 \\ Inspection: � C _ �2 Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk oundation � Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech Underflr. Irsul. Shear Wall Gyp. Bd. -Elect. Date Requested: /� Time: AM PM Y-4 /) Address: 1, 5 4� �C� 1 _� c c-, c Builder: Permit #: �� s_- 6 O THE FOLLOWING CORRECTIONS ARE REQUIRED: / V- cc L- w x W J Inspector:. �= ti- Date: `1 �J^ APPROVED _DiSf,PPROVEDPPROVED SUBJECT TO ABOVE r�� Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE /l Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection.- (Fooling nspection:(Fooling Susp. Ceiling Sprink. Rough-in Appr/Sdwlk nd tion`- Plbg. Underslab Mech. Rouoh-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb- Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: ) �- /% S Time/- PM Address: Z3 Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: ," 7 - C._ Ire J Inspector: / �' Date: APPROVED DISAPPROVED PROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-117 1 Inspection: — Footing Susp. Ceiling Sprink. Rough-in Appr dwlk Foundation Plbg. Underslab ech. Rough-in ) Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Undeiiloor Rain Drain 1Ftra g -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall / Gyp. Bd. -Elect. Date Requested: I I Time: AM P104 — Address: l ? �, U Builder: Permit #: fl0 THE FOLLOWING CORRECTIONS ARE RF61] 11RED: C10 ,k? .C;S CL [C .SCS T -C-7L"� J - w -- Inspector: Date:�� – APPROVED "APPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 (((JJJ Inspection: Footing Susp. Ceiling Sprink. Rough-in pr/Sdwlk Foundation Pibg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Bost/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water line Insulation -Mech. Underflr. Ir sul. Shear (Nall J Gyp. Bd. -Elect. Date Requested: ( Time: il �—<XPM Address:_ �j�� _� Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED L5 P7 a un .c a _ w � Inspector:_ Date: 7 APPROVED DISAPPROVED ROVED SUBJECT TO AB Call For Rein JOB_ IV�I►1wn�" — ZTec ENGINEERS, INC. 3737 SE 8th Avenue SHEET NO. OF ,, PORTLAND, OREGON 97202.3761 �� �( I�19-r2 DATE - (503) 235-8795 CALCULATED BY / CHECKED BY DATE SCALE -- AUG-t'111?.l�L WD�.U, CAIGuLQTID�f� J F:r- n W• I PUACV� n 1 e i n 5 n S � a C< V) E— n • .��� PRoF,� , { 9384 \y r. y�'0 e. Sft�P�°S m^c,c•M7' +•res K,•�a NmO�"tfOm�pQY['Ol.nf! eror.!tfA I Ron Sellards, P.E. RETAINING WALL ANALYSIS Press (Alt) m for MENU, (Alt] h for HELP Revision August 24, 1988 03/11 \/_ ; P 0.5 k/ft .......... j units in ft 6'c Surcharge 0.00 ksf ; _ ...... Craig T. Christy, P.E. _ INDUSTRY CONSULTING ENGINEERS OK q toe 1.236 ( 2.000 ksf /\ ; ; /\ 4314 S.W. Washouga Ave. OK OT S.F. = 4.59 ) 1.50 ; ; Portland, OR 97201 # NG Sliding S.F. = 1.50 ( 1.50 ; ; Stem 5.00 ft (503) 246 9221 stem = 9.00' ; ; Fill 5.00 !! Basement Wall/ Sliding SF = 0.57 Rankine's phi soil 36.5 ° Soil (B)slope 15 ° over toe 0.00 ft ; ;!- 2.08'-) Oa 0.031 \/- -\i'- Ka i,Ka 0.252 Base 1.00 Ko 1.000 Kp 3.701 Key 0.00 q toe =1.238 q heel 0.377 unit wt 0.125 Cf 0.300 Toe to Stem ;(---- 0.75 >; front q jax 2.000 Stem width 0.666 ); ;(---- = 8.00' Base Length ;(---- 3.50 -------------) CONCRETE. DESIGN -------- Design for 1' �' trib width ---------------------------------------CONCRETE DESIGN ------- 41 CANTILEVER WALL --);_;(-0.666 ft for concrete design = 8.00' a Fy 40 ksi ; ; Stem d Oty. Bart for battered well e f'c 3 ksi ; ; Full Height Bar 5.750 0.5 4 5.750 0 2.5 ; 3 OK 1.7 ) 0.1 k-ft at 2.5' (p)((p min) 5'-0' High Stem 5.750 0 4 5.150 0 1.25 ; 2 OK 1.7 > 0.5 k-ft at 1.3' (p)((p min) - 5.750 0 4 5.750 Vu stem = 0.67 Oft ; ; OK 1.7 > 1.1 k-ft at 0.0' (p)((p min) 1 bars 0.10 d Toe Oty. Bart OK vu Stem = 0.011 ( 0.110 ksi 8.750 0.5 4 OK 2.6 ) 0.5 k-ft Toe Governs (p)((p min) OK vu-Toe = 0.013 ( 0.110 ksi Heel d 9.687 Oty, Bart OK 2.9 ) 1.7 k-ft at 0.01 (p)((p min) 0.5 4 OK 2.9 > 0.8 k-ft it 2.5' (p)((p min) 0 5 OF. vu Heel = 0.016 ( 0.110 ksi CONCRETE DESIGN -------- Design for 1'-0' trib width ---------------------------------------CONCRETE DESIGN ---- -- 61 PINNED/PINNED PINNED/PINNED C Vu top of fill = 0.9 k/ft -);;(-0.669 ft for-cuncrete design C' Stem-d Oty. E:rt -/---); ; = 8.00' top for bettered wall 5.625 0 T OK 7.0 ) 1.3 k-ft at 3.3' ; 3 3.333 ti PINNED/PI AED 5.625 1 6 ; ; 5.625 0 OK 7.0 ) 1.7 k-ft at 2.1' ; 2 2.113 locate on wall for critical 2.113 LU moment (max) a Vu bottom = 1.8 k/ft It ' OK vu Stem = 0.031 ( 0.110 ksi ; ; Wall is pinned to base only 1_ 3-_ Slab design is for a base slab to support a cantilever retaining wall. i !! Basement Well/ Sliding SF = 0.57 - go to cell A281 for stability analysis Zaronsirski - Tr.+n% Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellaru., P.E. ACTIVE SOIL CANTILEVER WALL Ka qa 0.031 _ ---------ACTIVE SOIL CANTILEVER WALL Ka ------- 101 N_tot 6 ft fill +base +key qo 0.125 h 6 stem +base +key qp 0.462 qa 0,032 ksf/ft Ka t wt = active soil pressure ;; \ h_ _h .-Stem 0.567 0.567 %*H tot"2/2 _ ; ;;f- h_l+h 2 = P = 0.567085 k h_ib 0 0 Oa#(Fill -Stem h)"2/2 hi 0,567 0.567 qa t h tota1"2 /2 . / ;;_;; \ h_2 0 0 surcharget(key h+base h+stem_h) a Ka CG_a 2 PASSIVE SOIL RESISTANCE ---------------------------------------------------------------------PASSIVE SOIL RESISTANCE h_front 1 ft soil/toe + base + key qP 0.463 ksf/ft Kp t unit_wt = passive soil pressure h 3a 0.231 k qp h front"2/2 h 3b 0,231 k qp : 1.0"2/2 h 3 0 k h 3a - h 3b this suttracts the top 1' of soil resistance CG_p 0 ft (h 3ath front/3_- h 3bt(h front-0.667)) / h_3 from bottom SOIL FRICTION ----------------------------------------------------------------------------SOIL FRICTION 121 F 0.848 K V t Cf M OT OVERTURNING CANTILEVER WALL CG r 0 ft (CG_pth 3 + keytF) / (h-3 + F) CG of passive resistance and shoar interface M OT 1.134 k-ft (CG a-CG r) t (h l+h 2) M RT RIGHTING ------------------------------------------------------------------------------------M RT RIGHTING from far unit 0 to stem far edge Item toe edge ht w V Mr 1.41 ft 1 stem 0.75 1.42 5.00 0.150 0.50 0.54 sum V 2.827 k 2 base 0.00 3.50 1.00 0.150 0.53 0.92 sum_Mr5.203 k-ft 3 fill 1.42 3.50 5.00 0.125 1.30 3.24 A toe 0.00 0.7S 0,09 0.125 0.00 0.00 5 point 1.08 0.50 0.54 6 lurch 1.416 3.5 0 C OJ TRAPAZOIDAL SOIL LOADING --------------------------------------•------------------------------TRAPAZOIDAL SOIL LOADING CG M 1.439 k-ft (sum MR - M OT)/sum V from toe at CG_r e 0.310 ft base/2 - cg from CL of footing I ft'g 3.572 ft"4/ft 1 t base"3 / 12 141 q toe 1.238 ksf sum V/base +/- sum Vtesbase/2 LL q_heel 0.377 ksf ~ TRIANGULAR SOIL LOADING where 01/6 base -a- -- .z_--T IAMB AR SOIL-LOADING r q_tri 1.309 ksf 2tsur V / (31((base/2) - e)) ; ,; a_tri 4.317 ft gum V t 2 /q toe ; --- 0 q OT S.F. 4.581 MR / MY Safety Factor ,_-- LD JSLIDING ------------------------------ ------------------------------------SLIDING. Sliding 1.495 F / (h-1'+h 2') Safety Factor w/o kev b IXS (h 3+F) /_(h l+h 2) Safety Farcor Sliding 1.495 max sliding w/o key, slit4ing w/ key _.. Trapatoidal loading Governs q toe max 1.238 Trapaioidal Loading = 1.238 ksf toe and 0.377 ksf heel Triangular Loading = 1.310 kaf to, and 0,000 ksf 4.32 ft from, the toe i Zardnsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue: Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. FOR SHEAR AND MOMENT --------- Cantilever Retaining Hall ------------------ ----------FOR SHEAR AND MOMENT 161 STEM fro'l bot from top of fill or wall M 3 0.139 k-ft ult 2.5 1'! 2.5 M-2 0.470 k-ft ult 1.25 ft 3.75 M base 1.115 k-ft 0.669 k Vu 0 ft 5 TOE [%steel 0 % center of beating on stem for moment calculations L toe 0.75 ft length of tee + % of stem wall q toe 1.238 ksf base-w 3.5 q heel 0.377 a tri 4.317 q tri 1.309 L_heel2.083 TRAPAZOIDAL toe Pu Mu TRIANGULAR Pu Mu Pu Mu toe rest 0.889 1.134 0.425 1.082 1.379 0.517 1.198 0.477 tri 0.348 0.222 0.111 0.227 0.145 0.072 0.4/7 1 ft'g 0.15 -0.15 -0.05 0.15 -0.15 -0.05 Toe Governs s:: 1.198 0.477 sum 1.267 0.530 HEEL HEEL 181 I L heel 2.083 ft length of heel from stem/bear: ,g point 2.901 2.901066 Note: Base slab Mu is limited to TRAPAZOIDAL heel Pu Mu TRIANGULAR Pu Mu Pu Mu Pu kfu 1.5 = $tee Mu. rect 1 0.377 1.336 1.392 0 0 0 0 0 0 0 Loads generated by the weight of tri-I 0.512 0.907 0.629 2.901 2.169 2.098 0 0 soil and concrete are multiplied ft'g1 0.15 -0.43 -0.45 0.15 -0.60 -0.88 by 1.4. soil 0.625 -1.82 -1.89 0.625 -2.53 -3.68 P on stem heel Load generated by the soil Pressure Burch 0 0 0 0 0 0 0 0 acting up ;s multiplied by 1.7. SUB -0.01 -0.33 sne -0.97 -2.46 0 DL Mu may be reduced to -2.26 -2.35 -3.14 -4.56 1.5 s Stem Mu by the soil loading. L heel/21.041 ft length of heel/2 1.859 1.041 limit Mu to 1.5 = M base TRAPAZOIOAL Pu Mu Normal heel load limit Pu heel to that Pu required - reet 1 0.377 0.668 0.348 Pu Mu 2.354 to resist 1.5 e P base tri_1 0.256 0.226 0.078 1.606 1.673 at I back face of stem ft'g1 0.15 -0.21 -0.11 0.118 at 2 neel length/2 soil 0.625 -1.27 -0.66 surch 0 0 0 Pu max 1.606 sue -0.59 -0.35 req'd by stem moment -1.49 -0.77 CONCRETE DESIGN ------------------------------------------------------------------------------CONCRETE DESIGN 201 Ec 3122. ksi 57000 = f'c".5 UBC 2610 (f) 2 4- n 9.288 E steel / E concrete ACI 8.5.1 UBC 2608 (f) [B1l 0.85 reduce the .85 factor by .05 for each 1000 psi over 4000 psi 0.85 but not less than 0.65 a. uc 0.109 ksi 2s(f'c)".5 max allowable unreinforced beam shear 0.110 STEM ------------------- --------------- --------------------------- Stag 3 ---------- ------ Stee3 cb 3.939 in 87,000 = d / (87,000 + fy) a max 3.348 in [Bi) : cb (+As all 0.1 in"2 (p) 0.001 [+As]/(width i d) (P min) 0 (P) )= 200/fy P-031 1 1 denotes pb 'is OM, else, -As is r^quired a 0.130 in [Asl:Fy/(0.85sf'ciwidth) Mu s3 1.705 k-ft [+As) s fy : (d-a/2) I vu 0.011 ksi (p)((p min) ti! 0.066 ,I Iaronsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. Stem 2 221 cb 3 939 in 8;,000 t d / (87,000 + fy) a sax 3.348 in [B1] s cb (+As s2] 0.1 in"2 0 (p) 0.001 [+As]/(width s d) (P min) 0 (P) )= 200/fy P_bal 1 I denotes pb is OK else, -As is required a 0.130 in (As)sFy/(0.85sf1ctwidth) Mu s2 1.705 k-ft [+As] t fy s (d-a/2) (pWP gain) Stem_1 cb 3.939 in 87,000 t d / (87,000 + fy) a_max 3.349 in (B1] s cb [+As s3] 0.1 in"2 (p) 0.001 [+As]/(width s d) (p tin) 0 (P) )= 200/'y p bal 1 1 denotes pb is OK else, -As : -quired a 0.130 in (As]tFy/(0.858f'cswidth) Mu sl 1.705 k [+As] s fy s (d-a/2) (PMP min) TOE ---------------------------------------------------------------- 241 cb 5.994 in 87,000 s d / (87,000 + fy) a sax 5.094 in [B1] $ cb vu 0.013 Toe 1 +As 0.1 in"2 (p) 0.000 [+As]/(width t d) (p min) 0 (p) )= 200/fy p bal 1 1 denotes pb is OK else, -As is required a 0.130 in (As]tFy/(0.85tf'ctwidth) Mu tl 2.605 k-ft (+Asl t fy t (d-a/2) (PMP min) HEEL ----------------------------------------------------•------------ cb 6.636 in 87,000 s d / (87,000 + fy) a sax 5.640 in (Bi) t cb vu 0.016 ksi Heel—I 261 (+As_hl] 0.1 in"2 0.1 (p) 0.000 (+As];(width t d) (P .in) 0 (p) )= 200/fy �= � p bal 1 1 denotes pb is OK else, -As is required Y a 0.130 in [As]tFy/(O.85tf'cswidth) �— Mu hi 2.886 k-ft (+As] t fy t (d-a/2) W* Ain) r Heel 2 (+As_h2] 0.1 in"2 0 (p) 0.000 (+As]/(width t d) (P min) O (P) )= 200/fy p bal 1 1 denotes pb is OK else, -As is required a 0.130 in [As]tFy/(O.A5tf'ctwidth) Muhl 2.886 k-fL [+As] s f, t (d-a/2) W* min) Zaronsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. BAR DEVELOPMENT and HOOKS ---------------------- ---------------------------BAR DEVELOPMENT and HOOKS 341 top fy ) As r/ embed L hook hook Bar Bar 1 bar 60 spac'g As_p Ld r str't Ld(=L Lhb Ldh Ldh(=L Sizel Area Ldb steo_3 4 1 1 0.8 0.654 12 9 0 10.95 6 1 0 0 0 stem 2 4 1 1 0.8 0.654 12 9 0 10.95 6 1 3 0.11 6 stesr_1 4 1 1 0.8 0.654 12 9 0 10.95 6 1 4 0.20 8 5 0.31 - 10 heel_1 4 0 1 0.8 0.579 12 15.00 1 10.95 6 1 6 0.44 12.85322 heel-3 5 0 1 0.8 0.579 iz 15.00 1 13.69 6 I 7 0.60 17.52712 8 0.79 23.07737 tae 1 4 1 1 0,8 0.183 12 31 1 10.95 6 1 9 1.00 29.21186 toe/heel 4 1 1 0.8 0.183 12 15.00 1 10.95 6 1 10 1.27 37.09907 11 1.56 45.57051 lap 3 4 12 15.6 in req'd lap 14 2.25 62.07522 class 1 0 2 reinf. spliced 18 4 80,33264 class 0 65.42 splice stress 2 cult. 1.3 for: top bar, 1 = yes spac'g 1 = un-reduced development length Ldb : max 0.04 Ab fy/f'c".5, 0,0004 db fy 111 and smaller 361 0.085 fy/f'c".5 114 0.11 'y/f'c".5 12.2.2 top bar (conc )12' deep) 1.4 12,2.3.1 fy ) 60 then 2-60/fy 12.2.3.2 spacing )= 5' 0.8 12.2.4.1 excess reinf. As_req'd/As_prov'd 12.2.4.2 Ld )= 11' 12.2.5 Ld (= La + 1.3 Mn/Vu reinf terminates in compression zone La = available straight embedment length beyond the centerline of the support to the end of the bars 0. LC H N } J r-1 C7 W J w Ron Sellards, P.E. RETAINING WAIL ANALYSIS Press (Alt] m for MENU, (Alt] h for HELP Revision August 24, 1988 03/11 '%/_ ; P 0.5 k/ft .......... units in ft b k Surcharge 0.00 ksf ; ...... Craig T. Christy, P.E. INDUSTRY CONSULTING ENGINEERS OK q toe 1.174 ( 2.000 ksf /\ ; ; /\ 4314 S.W. Washouga Ave. OK OT S.F. = 5.30 ) 1.50 ; ; Portland, OR 97201 OK Sliding S.F. = 1.52 ) 1.50 ; ; Stem 6.00 ft (503) 246 9222 stem - 8.00' ; ; Fill 6.00 r !! Basement Wall/ Sliding SF = 0.51 Rankine's phi soil 38.5 • Soil (B]slope 15 ' over toe 0.00 ft ; ;l- 2.83'-1 Qa 0.031 \/_ Ka 0.252 Base 1.00 Ko 1.000 Kp 3.701 Key 0.00 q toe =1.114 q heel = 0.559 unit wt C.125 Cf 0.300 Toe to $tom ;(---- 1.00 ); front q Jaz 2.000 Stem width 0.666 l; ;(---- = 8.00' Base Length ;(- 4.50 -------------) CONCRETE DESIGN -------- Design for 1'-0' trib width ---------------------------------------CONCRETE DESIGN ------- 41 CANTILEVER WALL --);_;(-0.666 ft for concrete design s 8.00' top Fy 40 ksi ; ; Stem d Oty. Bar$ for battered wall f'c 3 ksi ; ; Full Height Bar 5.750 0.75 4 5.755, 0 3 ; 3 OK 2.5 ) 0.2 k-ft at 3.0' (p)((p min) 6'-0' High Stem 11 ' ' 5.750 0 4 5.750 0 1.5 ; 2 OK 2.5 ) 0.8 k-ft at 1.5' (p)((p min) 5.750 0 4 5.750 Vu stem s 0.96 k/ft ; ; OK 2.5 ) 1.9 k-ft at 0.0' (p)((p min) 1 bars 0.15 1 2 d Toe Oty. Bar$ OK vu Stem s 0.016 ( 0.110 ksi 8.750 0.75 4 OK 3.9 ) 0.8 k-ft Toe Governs (p)((p min) OX vu Toe = 0.016 ( 0.110 ksi Heel-d 9.687 Oty. Bart OK 4.3 > 2.9 k-ft at 0.0' (p)((p min) 0.75 4 OK 4.3 > 1.7 k-ft at 3.1' (p)((p sin) 0 5 OK vuJet' = 0.021 ( 0.110 ksi n s I- J J Zaronslnski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. CONCRETE DESIGN ------- Design for 1'-0' t6 b width ---------------------------------------CONCRETE DESIGN ------- 61 PINNED/PINNED PINNED/PINNED Vu top of fill = 1.3 Oft ->;;(-0.666 ft for concrete design Stem—d Oty, Bar; -/---); ; = 8.00' top for battered wall 5.625 0 OK 7.0 ) 2.3 k-ft at 4.0' ; 3 4 PINNED/PINNED 5.625 1 6 '; ; 5.625 0 OK 7.0 ) 2.9 k-ft at 2.5' ; 2 2.535 locate on wall for critical 2.5356 moment (max) Vu bottom = 2.6 k/ft ; OK vu Stem 0.044 ( 0.110 ksi ; ; all is pinned to base only 1 3 Slab design is for a base slab to support a cantilever retaining wall. Basement Nall/ Sliding SF = 0.57 go to cell A281 for stability analysis a � J L r w J ti�, Zeronsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. RETAINING WALL ANALYSIS Press (A1!] a for MENU, (Alt] h for HELP Revision August 24, 1988 03/11 \/ ; P 0.5 k/ft .......... units in ft b k Surcharge 0.00 ksf ; ...... Craig T. Christy, P.E. INDUSTRY CONSULTING ENGINEERS OK q toe 1.294 ( 2.100 ksf !\ ; ; /\ 4314 S.W. Washouga Ave. OK OT S.F. = 5.91 ) 1.50 ; ; Portland, OR 97201 OK Sliding S.F. = 1.60 ) 1.50 ; ; Stem 7.00 ft (503) 246 9212 stem = 8.00' ; ; Fill 7.00 s !! Basement Wall/ Sliding SF = 0.61 Rankine's phi soil 38.5 ' So') \/ (B]slope 15 ' over toe 0.00 ft Qa 0.031 Ka 0.252 Base 1.00 K- 1.000 K; 3.702 Key G.00 q toe =1.294 q heel = 0.662 unit wt 0.125 _ Cf 0.300 Toe to Stem ;(---- 1.60 >; front q fax 2.000 Stem width 0.666 >; ;(---- = 8.00' Base Length ;(---- 5.50 -------------) CONCRETE DESIGN -------- Design for 1'-0' trib width ---------------------------------------CONCRETE DESIGN ------- 41 CANTILEVER WALL --);_;(-0.666 ft for concrete design = 8.00' top Fy 40 kai Stem d Oty. Bart for battered wall VC 3 ksl ; ; Full Height Bar 5.750 1 4 5.750 O 3.5 ; 3 OK 3.4 > 0.4 k-ft at 3.5' (p)((p min) 7'-0' High Stem 5.750 0 4 5.750 0 1.75 ; 2 OK 3.4 ) 1.3 k-ft at 1.8' (p)((p min) 5.750 0 4 5.750 Vu stem = 1.31 k/ft ; ; OK 3.4 ) 3.1 k-ft at 0.0' (p)((P min) 1 bars 0.10 r 1 2 d Toe Oty. Bart OK vu Stem = 0.022 ( 0.110 ksi 8.750 1 4 OK 5.2 ) 0.9 k-ft Toe Governs (p)((p min) OK vu Toe = 0.020 ( 0.110 ksi Heel d 9.687 Qty. Bart OK 5.7 ) 4.6 k-ft at 0.0' (p)((p min) 1 4 OK 5.7 ) 3.5 k-ft at 3.6' (p)((p min) 0 5 OK vu,}(eel = 0.024 ( 0.110 ksi � t . r F_ _J W � 7aronsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. CONCRETE DESIGN -------- Design for 1'-0' trib width ---------------------------------------CONCRETE DESIGN ------- 61 PINNED/PINNED. PINNED/PINNED Vu top of fill = 1.7 k/ft ->;_;(-0.666 ft for concrete design Stem—d Oty. Bar! -/---)I ; = 8.00' top for battered wall 5.625 0 OK 7.0 ) 3.6 k-ft at 4.7' ; 3 4.666 PINNED/;INNED 5.625 1 6 ; ; 5.625 0 OK 7.0 ) 4.7 k-ft at 3.0' ; 2 2.958 locate on wall for critical 2.9582 moment (max) Vu bottom = 3.5 Oft OK vu Stem = 0.060 l 0.110 ksi ; ; Wall is pinned to base only Slab design is for a base slab to support a csotilever retaining wall. t H Basement Wall/ Sliding SF = 0.61 go to cell A281 for stability analysis LL J L c.� W J Zaionsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. RETAINING WALL ANALYSIS Press (Alt) a for MENU, (Alt) h for HELP ^evision August 24, 1988 03/11 1/ ; P 0.5 k/ft .......... units in ft 6 k Surcharge 0.00 ksf ; ...... Craig T. Christy, P.E. _ INDUSTRY CONSULTING ENGINEERS OK q toe 1.486 ( 2.000 ksf /\` ; ; /\ 4314 S.W. Washouga Ave. OK OT S.F. = 5.50 ) 1.50 ; ; Portland, OR 97201 OK Sliding S.F. = 1.54 ) 1.50 ; ; Stem 8.00 ft (503) 246 9222 stem = 8.00' ; Fill 8.00 _ !! Basement Wall/ Sliding SF = 0.58 Rankine's phi soil 38.5 ' Soil (8)slope 15 ' over toe 0.00 ft ; ;( 4.33'-) Aa 0.031 _\/_ Ka 0.252 Base 1.00 Ko 1.000 Kp 3.702 Key 0.00 q toe =1.486 q heel = 0.692 unit wt 0.125 Cf 0.300 Toe to Stem 1(---- 1.00 )1 front 1 q pax 2.000 Stem width 0.666 !1 1(---- = 8.00' Base Length 1(---- 6.00 -------------)1 CONCRETC DESIGN -------- Design for 1'-0' trib width ---------------------------------------CONCRETE DESIGN ------- 41 CANTILEVER WALL --)1;(-0.666 ft for concrete design = 8.00' top Fy 40 ksi 1 1 Step d Oty. Bar# for battered wall f'c 3 ksi 1 1 Full Height Bar 5.750 1.5 4 5.750 O 4 1 3 OK 5.0 ) O.L k-ft at 4.0' (p)((p tin) 8'-0' High Stem 1 1 5.150 0 4 5.750 0 1 1 2 OK 5.0 ) 1.9 k-ft at 2.0' (p)((p min) 1 1 5.750 0 4 5.750 Vu stem = 1.71 k/ft 1 1 OK 5.0 ) 4.6 k-ft at 0.0' (p)((p min) 2 bars 0.30 _�1 2 d Toe Oty. Bar# OK vu Stem = 0,029 ( 0.110 ksi 8.750 1.25 4 OK 6.4 ) 1.1 k-ft Toe Governs (p)((p min) OK vu Toe = 0.024 ( 0.10 ksi Heel-d 9.687 Oty. Bar# OK 7.1 ) 6.9 k-ft at 0.0' (p)((p min) 1.25 4 OK 7.1 ) 5.1 k-ft at 3.8' (p)((p min) 0 5 OK vu Heel = 0.032 ( 0.110 ksi n- ti •1 [L J L U` W J i Iaronsinski - Tatone Engineers, Inc. 3737 SE 8th Avenue, Portland, OR. 97202, (503) 235-8795 Ron Sellards, P.E. CONCRETE DESIGN -------- Design for 1'-0' trib width ---------------------------------------CONCRETE DESIGN ------- 61 PINNED/PINNED• PINNED/PINNED Vu top of fill = 2.3 k/ft ->;_;(-0.666 ft for concrete design Stem d Oty. Bart -/---); ; = 8.00' top for battered wall 5.625 0 OK 7.0 ) 5.4 k-ft at 5.3' ; 3 5.333 PINNED/PINNED 5.615 1 6 ' ; 5.625 0 OK 7.0 > 7.0 k-ft at 3.4' ; 2 3,380 locate on wall for critical 3.3808 ' ' moment (max) Vu bottom = 4.5 k/ft OK vu Stem = 0.079 ( 0.110 ksi ; ; Wall is pinned to base only /---)i ' 1 3 ; Slab design is for a base slab to support a cantilever retaining wall. x !! Basement Wall/ Sliding $F = 0.58 go to cell A281 for stability analysis Y J I ! all inl- 2'- Iz" 2'-1 v 1 Gu {� �Zu 4 Lau Lcr_pu ' T^ wall ht- 10 C AL 51 ## WI O*le)-- #146, 17N' 4G,19 " IIl �� ►��tC12" c. �4El2'r ►� ^. 44t 46 it 46 SP i 4e 11" � �IIMW r -- - - _ I _ __�%i a .►��buc SL..I�M�► --I�A�G-t,Ule�ao�iia�l� �1 J 1`►1JA� FIN NQ:A - OVI t44 PIEF17F CIA 4 P3 i -W awe w Fl p. 111 . T � I y DI f U F- UrJoISTUtzwp 9-k:tC. L 3 fct.R ) p_611 0-1 - �GIN�cF 9 84 Lwa- 'arcYioN 0 EG6N ���.Y SEL�P� ;, LIU ` y 03�12�94 IB�3e a 303✓289 7696 Oakler En9r, Inc i QT 8Ci•i!-;;MATIC 136 9 S.W. 130th PLACE LCT 5, MOUNTAIN HIGHLANDS, PHASE 1 ' 9,929 sp. Tigard, Oregon ashington County / r /r 9 'I 11 q l SCALA; 1" 20' I 1 4 548 SEF, 10, n ) CL r� .1_ - F, 43.02' B.W. 130th PLACE rrmalion deemed cccurole but not 9uoronlet1. All In tn cen il be M CASCADE rn* M NI!tKSwith the CilypullellngDeportment prior to OenDI► UIIORINC, 700 N. Hayden Island Drive, Suite 340 Portland, Oregon 87217 Tel. (603) 289-9011 — Fox. (503) 28947608 i I 1 I 1 II II Il ill I l i t 1 I I I' i f I ILI 1`.1 I'I,1 I I 1' 1 I t 1'I' P' I 1 r11 1 1 I ''r I r II 11 1 II I t I'I 10 I II i s I . I 1111 it 11 1 1 1 'f 1 I t I '1 '1'I 'I): ;I l 11 1'Y t 11 1,1 1 1 alrll 11 IIS 1 I'I 111_I i d C=1: F- tI'1 h J :C C7 W J r A CITY Or TI©ARD RECEIPT OF PAYMENT RECEIPT NO. s95-262615 CHECK AMOUNT s 5655. 4!5 NAME s MCMASTER, JEFFERY CASH AMOUNT s 0. 00 ADDRESS o PAYMENT DATE s 03/14/95 SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID BUILDING PERM 553. 00 PLUMBING PERM MECHANICAL Pr 45. 00 ST. BUILD PER 41. 15 PLAN CHErK Ft 120. 70 SEWER USA 227,1410. 00 fJEWPR INrYPErT 3`). 00 PARKS SDC 500. 00 RESIDENTIAL TRAFFIC FEES 1430. 0171 MASS TRANSIT TIF FEES 120. 00 020 DUAL ITY FACILITY FEE 180. 00 H2O QUANTITY FACILITY FEE 1071. 00 ER'3c,3'ICN CONTROL PERM ITFEE 64. 00 EROSION CONI ROL PLAN CK 210. so r"F)OISIDN CONTROL 20. 80 MST95-0011 13h39 SW 130TH PLACE 1oml- AMOUNT PAID 3655. 45 DEPARTMENT OF LAND USE&TRANSPORTATION LAND DEVELOPMENT SERVICES DIVISION WASHINGTON 155 NORTH FIRST,HILLSBORO,OR 97124 COUNTY' INSPECTION RECJESTS: 503/840-3561/693-4415 OREGON j,XXXX,tX7.X--> b4U-347I: page 1 of 1 Date 15/U2/9b 'Time 08 : 24 Permit # 0506'/153 permK it 'Type Kesid(_itial Electrical Permit Applied U5/02/95 1'erm:i.t 5tatcts AKNKUVEL7 issued U5/U'L/95 :,itus Address j 13639 8W 1 3U'J'H AV '1"i Completed Hermit Titie SE'!i - NEW HOUSE 'lo Expire 10/29/95 Permit Descr. Project # Poo49598 Project 'Title SFR - NE HOUSE * EROSION Project Descr . Land Use District Numl)er ValU-ltiOn I) uc-g,tl De :cr . uwrl�.r ltV:',l't.C'1'lUN - '1'1VALtL1 Construction U'1'H Classification 900 Applicant Name AC & C E;LEC'i'Kl(. .)piicant. Ad,li: . : 2130 NW YwK Validated ey i'UK'1'LAND JN 9'/'L2J by UE' � 1�6)[.,)i t cant Phone : L z 3-`�U 2 i inspector Area Fee deocription _--_`�nit:�_-_r'ee/Unit-_�-Ext-fee--Data ....-.._.____________.___----'�Enter Sy. E't ]- 3000 210 . UU :-, .quare t'c7otayt' 210 . 00 a .tri.r- I Fees ::.�-lbtotal Ell_c 10 . 50 .,tate Surcharge o1 51t, 220 . 50 1',-.,tai Ejectaical E'ees : **� 1 ** k Nees Keyuired *** *** Nees Collecte3 bt Credits -----------_ __-____-_.________ - ----H- ----- ` `Method cnc-ck # Receipt No. Date Payment. CK 0102 05/02/95 194 . 25 CK 399 ob/01/95 'Lb . 25 'rol'AL TH16 DA'Z'E ********* '1.20 , :+0 Eeez : 22U . 5U . UU [� :3usttnrar:ts : . UU Total Credits iota! Fees . Z20 • 5() Total payments : 120 , 50 Etta lance Due : UU i a r V) r F- J NOTICE: This permit becomes null end void If the work or construction for which it Is Issued Is not commenced within 180 Mays. or,ce construction has started, the permit becomes null and void If construeson Is Interrupted for a period of 180 days. 1 certify that the Information presented by the applicant and Whis agent or agents In support of this permit Is true and correct to the beat of our krowledge. I acknowledge that the Building Department's reliance —� upon false and misleading Information may Invalidate this permit. All provlslons of appl!cable laws and ordinances governing the construction slid use of this building or structure will be compliad with whether or not speclfled on the plans or noted on the plans correction sheelp. I acknowledge that the granting of a permit does not grant authoripi to srcess private property or to use easements. I further acknowledge that the use or occupancy of es during the process of constniction and the Ithe structure or nspection staff veriyinguilding e omp Ian dependsed wth the various c des}Use or occi panty of the bos Inspection$at various uild)g or struclurn permitted prior to approval by the ng Building Department Is solely at the risk of the applicant and such use or occupancy Is revocable until all Inspection requirements are satisfied and approval Is given by the Building Official I further ticknowledge that s lion may be placed on the title of the property upon�Mlch the permit Is Issued specifying that the use or occupancy of the building or structure Is provision,,;and revocable u+rtll the\setlafactlon of all Inspection requirements. APR il�r�T' 1 NATUIIE WASHINGTON COUNTY ELECTRICAL PERMIT Department of Land Use & Transportation Electrical Inspection Section APPLICATION 155 North First Avenue, #350-12 Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 6934412 Permit � !'J S PRINTPLEASE Number �� I � � Date 4. CompWa Fee Schedule below 1. Location of installaCt r11� Number of Inspections per permit allowed Address 131v 3 1 !Sw I Q_ {t „ '_" �' Service included: Items Cott(ea.) Sum Build .. gg Suitel Mo. A. Residential-per unit City I C' 7��( 1000 sq.ft.or less $110.00 '/ o 4 Tenant Ndne f Each additional 500 sq.ft (if commercial) / { or portion thereof $25.00 — Limited Energy $25.00 1 Map No. — Tax Lot — Each Manuf'd Hane or Modular Dwelling Service or Feeder $68.00 2 Thomas Wo Book: Page: Section: Directions — B. Services or Feeders Installation,alterations or relocation 200 amps or less _— $60.00 _ 2 Ccinmercial ❑ Resider itial 201 amps to 400 amps $60.00 2 401 amps to 600 amps $120.00 2 2a. Contractor installation only 601 amps l 1000 amps $160.00 2 11 r-• Over 1000 a amps or volts $340.00 2 Electrical Contractor c- c11` C�IC l(� Reconnect only $50.00 2 Address 3 b (- City R-,t �la v--,c, State C,�.. ZIP_ 1 C. Temporary Services or Feeders Date Job Numbor A09 __ Installation,alteration or relocation Property Owner K ck`_Ar_(_ 200 amps or less $50.00 _ 2 Contractor's License No. 3- ' >G 201 amps to 40C imps $75.U0 __ 2 Contractor's Board Re - 401 amps to 600 amps $100.00 2 g Over 600 amps to 1000 volts see'B'abovri Signature of Supr. Elec'n D. Branch Circuits License No. �S,�_ hone No. _ New,alteration or extension per panel a) The fee for branch circuits with 2b. For owner installations: purchase of strrvlce or feeder lee. Each branch circuit $5.00 _. 2 b) The fee for branch circuits without Print Owner's ams ono o, purchase of service or feeder fee. First branch circuit $35.00 _ 2 Address Each add'nl:.ranch circuit $5.00 2 City State Zip E. Miscellanr:ous (Semite or Feeder not included Each pump cr irrigation circle $40.00 2 The installation is being made on property I c.m Each sign or outline lighting $40.00 2 which is not intended for sale, lease or rent. signal circult(s)or a limited energy panel,alteration Owner's Signature _ or extension $40.00 2 F. Each addi!icnal inspe.:tion over the allowable --- In any of the above CL Pc, Inspection $35.00 CC 3, Plan Review section (if required) Per hour -- $55.00 Please check appropriate Item and enter fee In section SCI. In Plant _. $55.00 _ �- 4 or more residential units in one structure _Service and feeder, Boo amps or more 5. Fees ,System over 600 volts nominal A. Enter fetal of above tees $ 5% Surcharge 05 X total fees (p� _Classified area or structure containing special g ( ) $ W occupancy as described in N.E.C. Chapter 5 Subtotal $ ` B. Enter 254%, of line A for Submit 2 sets of plans with application where any of the Plan Review if required (Section 3) $ — above apply. Not required for temporary construction Subtotal $ services. L1 Trust Account $ Balance Due $ ��so For inspections call This permit become@ null and void If th, vork authorized by the permit Is not commenced 640-3561 or 693-4415 within 190 Gaya from date of IM1lance c.such permit or If the work authorized In suspended or abandoned at any Ilme after work Is commented for a period of too days, 24-hour recorder, one working day in advance of need Electrical Permits are non-refundable and non-transferable. 8194 DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FI, ST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 v LFGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 6934415 Permit. # : 05067ir'? F•r,..Ie.:t # : P0049598 Status APPROVED PaY'..± I of 1 Applied : 05/02/95 Issued 05/02/95 Expires 1D/29/95 05/U9/95 05 . 02 RESELEc_• P4rrnit Title SFR - NEW HOUSE OTH Des.:riptie3n I3eg?.1n: 05/02/91; Joh Address 13639 SW 130TH AV TI Owner Name INSPECT ICON - T I GARD Rey i on D Applicant Name AC & C ELECTRIC Phe: ne numhNr ?2:3-902:3 Va1uation : 0 Inspe?,�tor Comm,--nts . A; jt c:teCi IVR-RESULT::, Plumbing Meehan ical Electrical rt ;;tructrual : I napes too by _ _. . _..—. Date w J Inspect.ion Rc?gv�rted 4 Cover & :er•.-i ce 0403 E AP � ) 05/09/9s DEPARTMENT OF LAND USE & TRANSPORTATION OAO WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 FCOUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-35:,1 or 693-4415 Per rni a0fi715:1 Project # : P0049598 Status APPROVED Page i a; Applied t;a/02/95 Issued 05/02/95 Expires 10/29/95 05/15/95 08 r RESELEC Permit Title SFR - NEW H(AISE UTH I)ovcript.ion i Begun : US/02/!4F-, Joh Ad3rea:s 13639 SW 130TH AV TI Owner Name INSPECTION - 1IGARr) Region 1.) Applicant. Name AC & C ELECTRIC Phone number. 223-9023 Ve.lustion : 0 Approved_ -_. Inspector Comments Rejected, f VD-RESULTS � C _V P , b Q cLvA 64 -_.i Tel-c .. PlumbingY_ �__...�.U �1k_ . . .. acC�___ f L M to c h a n i c a l __ V l�.feL _G'C. _cH_s rept kf..g° a a tructruaZ : i r,spected by____•._ I)nt.e Inspection Requested 0S/1 S/9S RI }IP 0S/. 1 /9S RI LG3 05/U9/9a RI S1 DN H:: [,NIVI; LUT7 S DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION#350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-441 Permit .'-,067737 Pro3ert 4 . 500495/78 Status APPROVED page 1 Applied . U5/15/95 Isnue3 05/15/95 Expires 11/11/91.-, 05/16/9 05 : 0! RE5ELEC Permit Title Lfile - BUP13 ,AR ALARM -- LV OTH Dercription 8eglin : Gr,/U1/� Job Address 13639 SW 130TH .Arb TI Owner Name INSPECTION - T I GARD Resj icon Applicant. Name KEY ELECTRONICS _ l Phone number 232-8255 valuation : 0 Approved Inspector Conwtent.r Re,iected_ L T.. REGtIES'1' ER1tUI` _....A` M._... P 1 um1:i ng Hechani cal Gle�:trical • a atructrua1 General Inspected by Z (i-' Date :.e _____ f__. _ .._.. A � 3'd�- --- Cnspection Requested -' aw Vaitaq: C'cv�r 0409 E A. ON j V i" k I I V R 3 E--4 3 C L E C