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12150 SW 68TH PARKWAY-3 u.,�....,k.p,yyrii .4oW�tYsnM�IANW+M1M.b.°•. .__i....r.�......i.�.+iu4l�✓+I+:MYPIiW'..N N�YM4fK�M'YiILLM�.�.pH •.u.siWYarl�.�.n a�a�u+.w��.�W�MaWAlYY10. /�4WtlM1+M1Y' .. ,�. 4`` y .. `lN� /`��l '�f ,�M. `J` Y� V !V 4 c� 1�a rte. `� �) 1 l i ,� r;.. `"�•--~ !! s, ;�•"'i.<^�y,:"*y:f. S4:? °""'}"."il{7h:: �T'.:'7 'f `'Tt?fl�R'"49h°'af?!t'!?+'R? S��RaTa*AR't` .. —o.. -•-.,..; .,..p,.vr. IN vq� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE �9FARE GJ (503) 526-2469 POSTED: OCCUPANT -� n- ��a�' P< J CONTRACTOR BLDG. PERMIT 0 PROJECT NAME �, _ PLAN REVIEW LOCATION a JURISDICTION; 1= Be. 2= Du. 3= K.C. 4= Ti�S= Tu. 6= Sh. 7= Wi. E= CC 9= WC 0= MC COVER FINAL, SPECIAL FOLLOW-UP/R-),INSPECTI.ON ATTEMPTED FINAL El Framing Separation Falls Sprinkler System II Shaft El Fire Dampers (Overhead/Underground) El Alarm System n Hood' Exttig Systems Conference El Spray Booth D Ceiling Cover Other i 1E) I 1 -- -- Dates Inspector: f (, y 0 "17 CITYOFTIGrARDCt1YOF111EARD tjCCUPIANCY oftemCOMMUNITY DEVELOPMENT DEPARTMENT PE4RMI'T - . . . . . . . a rit lr>� l ch l-,', � 13126 SW Hodl Bhrd. p.0.Box23347,rVaM,0"Kpn:17713(SM)636"175 uA,E It,5arDr MITI '311 E ADDRESS.. c2.1. -50 SW 681 H PKWY PARCEL I c?S 101 AH u1 i 1 vj F;I ON. . . . t PORILMD IlLw-wrs 7C11dJNCS: c'. ca EALOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . a 19 CLASS OF WORK. 'Nf--W 'I YPE OF USE. . . CON OCCUPANCY GRP. 06(ILJP0-NC,Y 1.OhD%4.'I-' TENA1,11 1,41114E. CLAIADOHIRK I CAR 1530L[b R e m a v,k C o n 9i t v ui---t 11 P w gI1,14storyoff ic-e/Iialpi FORI)IJIM C'UHI- 15,S 12.000 sw 66114 AVE TIGARD OR 91.?23 Phom, *-. 6:39 J13,j & i-i CONSTRUCTION 11. 0. BOX .3-969 j*,(jpjjjiI,,IF) t..)R 97C.108 Phone 0A P":44- 7177 RvU "1. . s 36304 of tile above kpierenced 1AvIJU1I1,111 Js wj ,/prI, and Lt." the r--ompl (anc-,e with thelitigte !.:)f UrPgon !:,PgciAlt'v C04ci*s for the Y1 f-et.'Mit waft is j,ueri. 6 OR F I RI: DEP(IIIILIEN T I N poLa CANSPICUCH.JS P1_.(A.1" INSPECTION NOTICE City of Tigard Building DepaLtMent 13125 SW Elan Blvd. Tigard, Oregon 97223 Innpection Line (Rec-O-Phone): 639-4175 Business Phon s 639-4171 Inspection: -- Footing Plbg. Underelab Mech. Stough-in Appr/Bdttlk � I Found. Plbg. Top Out Gas Line 1INALt Poet/Beam Struct. San. Sewer Framing -Bldg. poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. i Date Requesteds (� L ___Timet _AM PH Addroe•t��`� - ( t P,.rmIt f:M '`- `E��" D^/cam Buildort V- N 7 L L1"'/ oc' THE FOLLOWING CORRECTIONS ARE REQUIRED: wOw Inspectorel -------- --- nate: APPROVED DISAPPROVED APPROVED SURJECT TO ABOVE Call For Reim;. T�(SPECTION NOTICE City of Tigard nuild4.ng Department. 13125 SN 11011 Blvd. Tigard, Oregon 97223 Inspection Line (ReC-o-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ ------_ Footing Plbg. Underslab Mech. hough-in Appr/Sdwllt Pound. Plbg -'op Out Gas Line FINALt Poet/Beam struct. San. Sewer Framing -Bldg._ -ply• Poet/Beam Mech. Rain Drain Insulation Plbg. Underfloor Water Line Gyp. ad. -Koch. ime= AM PH Date Rogttesteds � ___T nL Perm t' f It Addreest Builder: THE FOI,I,OWINr, WRRE(`TIONR ARE REQUIRED: L� Date:2�L inspectors __---- ----- -- �( APPROVED DISAPPROVED ----- APPROVED SUBJECT TO ABOVE ✓✓✓///��� Call For Rsinep. LNSYECfION NOTICE City of Tigard Building DepartMOnt 13175 SW Ball. Blvd.. T{.gard, Oregon 97223 Inspection Larne (Rec-a-Phone): 639-4 75 Business phone: 639-4171 Lt Inspection: Footing. Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Tcp Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor /Water �Ljine. Gyp. Bd. -Hoch. Date Requeotedi ! �7 �Z' —_— Tlme: __.AM (QPM Address- i1 -�� _ �_� Permit 0D Budder:_, --•— THF. FOLLOWING CORRECTIONS ARE REQUIRED: °d Inspectors ______, Date:/ PPROVBD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NOTICE i City or Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 In©pection Line (Rec-O-Phone): 639-4175 Bueineoe Phone: 639-4171 Inspection:__,_-- Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer �Framing -Bldg. Pont/Ream Mach. Rain Drain ! InYulation -Plumb. Plbg. Underfloor Water Line -Mach. Date Requested: U �Z Time= x _AM PM Addreees_ � Permit f: �2 --O( Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: d i Inspector Date: J APPROVED —_ DIRAPPPnvvD APPROVED SUBJECT TO ADM ___Call Fc,r Reinsp. INSPECTION NOTICE /{ ~ City of Tigard Bsslldiag Department 13125 ON Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inapoction: Footing Plbg. Underalab Mech. P.ough-in Appr./Sdwlk Found. Plbg, Top Out Gas Line FINAL: Poet/Beam Struct. San. SewerF� ram -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfluor Water/Line Gyp. Dd. -Mech. 'Date Requesteds ~�/.s-- Times AM -PM Address: � L Permit #:11 Builder: vf THE FOLIAMING CORRECTIONS ARE REQUIRED: Inspectors - _ - -_ Dates PROVED DISAPPROVED !^ APPROVED SUBJECT TO ABOVE CA11 For Reinap. y� I i INSPFCTION NdYICE ?i City of Tigard ^vildinq Department 13125 SW Hall Bled. Tigrird, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Pound. Plbg. Top Out 1G�a fine FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underi'oor Nater Line Gyp. Bd. -Mech. Date Requested: r � Z— Timet AM PM Address: Builder: SQv THE FOLLOWING CORRECTIONS ARE REQUIRM 47 �� — - — -- Inspectors --- Dates J APPROVED DISAPPROVED APPROVED SUBJECT TO AgMll Call For Reinsp. Q,�� WASHINGTON COUNTY INSPECTION CARD PROJECT N _ DEPARTMENT OF LAND USE AND TRANSPORTATION' PEPWT NO� CJS v FOR INSPECTIONS CALL: 640-3561, 24 HOURS n /FOR INFORMATION CALL: 64400-3410 DI` DATE 12 - ADDRESS ''' � ► �t1 / '" � _-__�_ PERMITEE DIRECTIONS PHONE NO. �ot± BUILDING MISCELLANEOUS PLUMING ELECTRICAL ft9 post/beam nail mobile home around rain drain temp service fdn frame apron/ wood stove post/beam storm sewer cover 6 service sidewalk SlAb Insul FINAL HVAC top-out FINAL FINAL 4as test sewer USA No. UTHER - — -------- — APPROVED REPAIR APPROVED �REOUESYED INSPECTION STOP WORK UNTIL: REPAIR AND RE-INSPECT _, APPROVEn HOWEVER NOTE: _^q—_ INSPECTIO"OT10E City of Tigard Building Department 13125 Sw Ball. 90wd. Tigard, Oregon 97223 Inspection Line (Rec-O-P'+.one): 639-4175 Business Phone: 639-4171 Inepection:v F,aoting PL Underalab Mech. Rough-in Appr/Sdwlk Found. Flbg. Top Osst Gas Line FINAL: Post/Beam Strurt. San. Sewer Framing -Bldg. Post./Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfluor Water. Line Gyp. Bd. -Mech. Date Requested:'PP� .fZ.r ^_`Time: ✓ _ AM/._____PN Address: � O J`pM_e - ermit Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED:�7 Inspectors APPROVED DISAPPROVRD APPROVED StIB.IRCT To ABOVR Call For Relnsp. ;NSPF.CTION NO'i 011, 'IRA WK qw�ARALINNIX F GI'T1P T I GA = TWARD) MECHANICAL A C", COMMUNITY DEVELOPMENT DEPARTMENT cc i-,E RM I T- 13125 SIN HWI Btvd. P.O.Box 23307,TQW,01690n 97223(SM)6394175 ERMI',­ #. . . . . . . . MEC 91-01021 DATE ISSUED: 06/08/9,_2 ' SI'T*F- ADDRESS. . . : 12150 SW 68TH DKWY PARCEL: 2SI01AA-01301 r�UBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING: C-6 ,LUCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . 18 CLASS OF WORK. . :NEW FLOOR FURN. . . . EVAP COOLERS: I YPE OF USE. - - .. :COM UN IT HEATERS. . : VENT FANS. . . :'� OCCUPANCY ORP. . :02 VENTS W/O ADPL: VENT SYSTEMS: STORIES. . . . . . . . .. I BOILERS/COMPRESSORS HOODS. . . FUEL TYPES------------- 0-3 HP. . . . : DOMES. INCIN: - /GAS/ 3-15 HP. . . . : COMML. INCIN- ,iAX INPUT:59000 BTU 15-30 HP. . . . : REPAIR UNITS: +- IRE DAMPERS?. . -N 30-5121 1AP. . . . . WOODSTOVES. C4AS PRESSURE. R 50+ HP. . . . : CL.0 DRYERS. ,10. OF UNITS--._-.-__.-._._ ..- AIR Hl"�NDLING) UNITS OTHER UNITS. ,.URN < 100K BTU;2 <= 10000 cfm: GAS OUTLETS. :2 URN ) =100K BTU: > 10000 ni ;: -mat-ks . Construct ne-w sin[ le stor-y offic:,e/sples building. . FEES ONDMARK FL)RD/JIM CORLISS type amount by date r-e o -3. 0 0 /0 8 9 2 13W 66TH AVENUE P R 11 T PLCK t 8. 25 JLH 06/08/92 C-ARD OR 97223 1. 65 JLH — ,hone #g 639-1131 ontractor: 4MI--RICAN HEATING. INC . 39 SE GIDEON ,bRTLAND OR 97802' R39--4600 i 4r-1. 90 TO1 3 3 13 5 REQUIREL INSPEC'TIONS nis permit is issued subject to the regulations contained in the Gas Line Jnsp 7igard Municipal Code, State of Ore. Specialty Lodes and All other Mer.+ianical Ins(:r applicable laws. All work will be done in accordance with Heating Unt Insp ............... 4voroved plans. This permit will expire if work is not started Dl.tct Inspection within 180 days of issuance, or if work is suspended for sure Final Inspection ,han 180 days. na t 1-1 t-e LAY ., Call for- inspection 6359-4175 MMULMRAMM .y ENT RECEIPT NO. 92-228 138 CITY [IF TICARD RECEIPT nF PAYM Cl IE CtAMOUNT 90 NAME. AMERICAN HEATING Cf- E!, HMOUN! PAI/MEt41 i�.'aTE z Of /0A/92 ADDRESS a c BUDD I'::,S I ON Ia PURPOSE OF PAYMENT AmnuNT PAID PURPOSE OF PAYMENT WOUNT PAID PLAN CHECK FE 8. 1.?5 ST. BUILD PER 1. 65 I.-ANDMAPK FORD :? 4 lt 1, )0 5W 681*li' PKWOY 12300 5W 68TO PKWAY r%-)TPl,. WOUNT PAID *ar w WA,ae INSPECTION NOTICE City of Tigard Building Departeent 13125 SN Ball Blvd. Tigard, Oregon 97223 Inapection Line (Roc-O-Phone): 639-4175 Business Phones 639-4171 + l J11 -� Inspection: Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam 9truct, San. Sewer Framing -Bldg. Poet/Beard Mech, Rain Drain Insulation -Plumb. Plbg. Underfloor Line Line Gyp. Bd. -Mach. Date Requested: P rmit Address: _ - Builder: e THE FOLLOWINC CORRECTIONS ARE REQUIRED: — — I ItI _. --- -------------- Ins -�IneI{ APPROVED —� DISAPPROVED APPROVED SUBJECT TO ABOVE j/� Call For Reinep. C17YOFTIFARD ( i�4� COMMUNITY DEVELOPMENT DEPARTMENT a ioo � PLUMBING PERMIT 13125SIN Heil Blvd.P.O.Box 23397.Tig",Oregon 97223(S03)53&4176 '1=RMIT #. . . . . . . . PLMh1---009 6-315 +171 DATE ISSUED; 06/01/32' SITE ADDRESS. . . : 12150 SW 68TH PKWY PARCEL: 2S101AA--•01301 SUBDIVISION. . . . : WF-ST PORTLAND HEIGHTS ZONING: C-G BLOCK. . . . . . . . . . : LOT. . . . . . . . . .. — : 18 CLASS OF' WORK. . :NEW GARBAGE DISPOSALS. . : MOBILE HnME ` PACES. , TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : 6ACKF1.OW PREVNTRS. . : 1 OCCUPANCY GRP. . :D2 FLOOR DRAINS. . . . . . . :4 TRAPS. . . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . .. 1 CATCH BASINS. . . . . . . F I X T 1JRES--------------- LAUNDRY TRAYS. . . . . . : SF' RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : 1 URINALS. . . . . . . . . . . . : CRE=ASE TRAPS. . . . . . . : LAVATORIE=S. . . . . :2 OTHER FIXTURE'S. . . . . : 1 TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . : WATER CLOSETS. . :2 WATER LINE (ft ) . . . . : I)IE•.' WASHERS. . . . : PAIN DRAIN (ft) . . . . : Peniarky : Construct new single story office/sales b,Ailding. . 'wner,= _ ...__ --------------------- -------------- FEES "NDMARK FORD/JIM CORLISS tyF)e amount by dt rec pt 100 SW 66TH AVENUE PRMT $ 90. 00 JLH O6/01/92 - PLCK $ 22. 50 .TI._H 06/01/92 - 1.(71j1tL) OR 0722— :'PI.'T $ 4. 50 .JLH 06/01/9 !='hone #: 639-1131 Contractor; PENINSULA PLUMPING CO. 1''O BOX 16307 PORTLAND OR 97216 Phone #: $ 117. 00 TOTAL. Rpq #. . : 02.244 ------- REUUIRLU INGV'f:1:;11UNS ---__ This permit is issued subject to the regulations contained in the Rough-in Insp Tjoard Municipal Code. State of Ore. ,oecialty Codes and all other Tota-out Insp applicable laws. All work will be done in ac^ordance with Rain Drain Insp approved plans. This permit will expire if work is not started Final Instuec_t ion __ _ within IN days of issuance, or if work is suspended for more than 180 days. 1='ermittee Signat la5'_ced Ely : CaI2 for inspection - 639-41"75 I 1.I'fY OF ':I C-;ARD ._ RECEIPT C1F= PAYMENT NECIiw':F'T hlC1. :92-227891 CHECK AMOUNT r. 117. 00 NAME:. s PENINSULA E='t_.l?MP I Ni CASH AMOUN•r 0. 00 ADDRESS s PAYMENT DATE a 06/01 /92 SUM I V I G I ON PURPOSE- OF PAYME'IV'C 0MOUNT PAID PURP0(3E OF' PAYMENT AMOUNT PAID f r'I..UMDINq F'FRM �ik�. 00► rLW-N__..-__CHECr_ _.K.___._-F-- 50 S7. BUILD PFR 4. a0 f I I101450 SW 68TH PKWAY M TOTAL AV O7uNT PAID 1 17. 00 INSPECTION NOTICE City of Tigard Building Depsr*umt 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec.-O-Phone: 639-4175 Business Phone: 639-4171 n Inspection:— Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Yost/Beam st-ruc*. San. Sewer Framing -Bldg. Poet/Beam Mech. r�Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Requested:- J / Time: AM —KPH Address s % ~- Permit Builders_ THE FOLLOWING CORRECTIbNSAAE`AS4UIRFU: G - -t Inspector+_-� �� — Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. INSp14CTION City of Tigard Building Department 72?i 13125 Bw Ball Blvd- Tigard. Oregon inspection Line (Rec-One): 639-4175 Business Phone: 39-4171 I1 Inspection: - Plbg. Underalab Mech. Rouqh-in Appr/Sdwlk Footing Found. Plbg. Top Out Gas Line FINALt -Bldg. Poet/Beam Struct. San. Sewer Framin g Post/Beam Mech. Rain Ir Insulation -Plumb. -Mech.. Plbg. Underfloor. water Line Gyp. Bd. "1 2 Time: —.—?W Date Requested: Permit 1: Addreass Builder:_ ^r --.---- ------ TME FOLLOWING CORRECTIONS ARE REQU:RED: L i i Inspectors / APPROVED ------ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For ReInap. 'ITY TI `� � GARD BUILDING PERMIT CrIYOFTWID PERMIT #. . . . . . . : SUP91 -0135 COMMUNITY DEVELOPMENT DEPARTMENT 0414M 13126 SW FW I Blvd. P.O.Bax 2—W,Tipiud,Oregon 07223(6031.4304176 ;��,_>-• + "i] DATE ISSUE:D: 01/012/92 5I"FI_ ADDRESS. . . . 12150 SW 68TH PKWY PARCEL: J.S12AIAA-01,7301 SUBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING: C—•G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .. 18 REISSUE: FLOOR AREAS--- _.____.__ EXTERIOR WALL CONSTRUCTION CLASS OF' WORK. :NEW FIRST. . . . -2724 s f N: S: E: W: TYPE OF USE. COM SECOND. . . sf PROTE=CT OF'ENIhIGa?- - ------ TYPE. OF CONST. :5N THIRD. . . . : sf N: S: E: W: OCCUPANCY GRP. :Ear:' TOl AL----- -: 2724 sf ROOF CONST:L3 F I RL RF_1'?:Y OCCUPANCY LOAD:2L BASEMENT. : sf AREA SEF'. RATED STOR. : 1 H 1'. :,-'o f t GARAGE. . . : s f OCC•U SEP. RATED: BSMT?:N MEZ.Z':':N REVD SETBACKS-------- FLOOR LOAD. . . . :50 ns f LEFT: ft RGHT: ft F I R SPKL:N SMOK DET. . :N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC:Y BEDRMS: BATHS: IIID SURFACE:42200 PRO CORR:N PARKING: VALUE. $ : :?4600m Remarks : Constr,,.ict new single story office/sales bl..iilding. . Owner,: - ----- __ .__.__.._.._ ___ ______.___._________.__.._ FEES LANDMARK FORD/JIM CORLISS type amount by date recpt 12000 SW 66TH AVENUE F,RMT 1, 790. 00 JLH 12/16/91 220740 PLCK $ 518. 70 JLH 09/25/90 205139 TIGARD OR 972L3 FIRE $ 319. 20 JLH 09/25/90 2051-39 Phone #: 639-1131 SF'CT $ 39. 90 JL.H lc/16/91 2110740 aWIVI $ 4480. 00 JLH 1. /16/91 21:0740 Conte-actor-: R A H CONFSTRUCTION P. O. BnX 3989 PORTLAND OR 97208 ------------------------.-._---_---._._ _ Phone #: 228-7177 $ 6155. 871 TOTAL Reel #. . . 38304 ------- REQUIRED I NSPEC F I ONS -_.....__._ This permit is issued subiect to the regulations contained in the Framing I n sp Tigard Municipal Code, State of pre. Specialty Codes and all other I n s u 1 at i on I n s p applicaUle laws. All work will be done in accordance with Gyp Hoard insp approved olans. This permit will exoirq if work is not started 5usp Cei lr1[1 Insp within 160 days of issuance, or if work is suspended for more Final Inspection than IN days. P e r m i t t e e S i g n a t t.i r•e T s s l.i e d B y = Call for inspection - 639-4115 _�J 614mill iiiiiiiiii SEWER CONNE=CTION ..�- CITYOFTIFARD P-ERMIT CfitYOF116�1lD F'ERM I T #. . . , . . . : SWR91-012:0 COMMUNITY DEVELOPMENT DEPARTMENT MOM 13125 8W FWI BNd. P.O.Ba 23397,Tip M,Oregon 97223 683 d394176 C: - 171 DATE I SrSuED: 07/31/91 SITE ADDRE=SS. . . : 1�-'1`,0 SW 68TH F'KWY PARCEL: 2S 101 AA--01301 9UBD I V I S I ON. . . . : WEST F'ORTI_AND HEIGHTS ZONING. C-G SLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : 18 ILNANT NAME. . . . . :LANDMARK FORD USA NO. . . . . . . . . . .. FIXTURE UNITS. . . ;28 CLASS OF WORK. . . :NEW DWELLING UN I TS. . :2 TYPE OF USE. . . . . :COM NO. OF PUILDINGS: 1 INSTALL -rYF'E. . . . :BUSWR I MF'ERV SURFACE:. . :42200 : s f Remarks : Constr,_ict new single story offa.ce/sales Irl-gilding. . Owner : ------------------- _._..__._.__.____.__-_•- FEES L_ANDhARK FORD/JIM CORLISS type amol-rnt by date recpt 12000 SW 66TH AVENUE V,RMT $ 3000. 00 PCR 07/31 /91 2.15917 INSP $ 45. 00 8CR 07/.31/91 21.5917 T I GARD OR 972'-,3 I-fi me #: 639-1131 Ucintrar_-tor; ._.._._-..._----------_-•_-- R & H CONSTRUCTION F-'. O. BOX 3989 PIORTLAND OR 97208 Ph1 on e #: 228-71.77 f 3045. 00 TOTAL key #, . 38304 ------- REQUIRED I NSF'ECT I ONS ------ This Applicant agrees to comply with all the rules and regulations Sewer Insper_tion of the Unified Sewage Agency. The permit expires 120 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directians from the distance given. If not so located, the installer shall purchase e "Tap and Side Sewer" Permit and the Agency will install a lateral, i e nit I i; e e ='i y s _red Py Call for- inspection - 639 -4175 rp II CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT NO. CHECK AMOUNT s 3045. 00 1 NAME t LANDMARK FORD CASH AMOUNT 0. 00 ADDkEss s JIM CORLISS PAYMENT ))A-rE 07/:31/91 SW 68TH PARKWAY SUBDIVISION TIGARD, OR 972P3— PURPOSE OF PAYMF-.N'T AMOUNI PAID PURPOSE OF V-10,iMENT AMOUNT PAID 1-120 c;EWE-'.R INSPECT 45. 00 TOTAL AMOUNT PP10 > 304tj. 00 1'UALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPAR'T'MENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 October 17, 1990 Jack McKinney Architects Associative 8515 N.E. Hazel Dell Avenue Vancouver, Washington 98665 Re: Landmark Ford Used Car Building 12000 S.W. 66th Avenue Tigard, Oregon 6090P-142-000 Dear Mr. McKinney: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Exit Door hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 2. Exterior Exit Door: Hardware for the main exterior exit door may be a key operated deadlock if there is a readily visible, durable sign on or adjacent to the door stating "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". This sign must have letters not less than 1 inch high on a contrasting background. (UBC Sec. 3304) Note: Door hardware was not referenced in door schedule for cross referencing to hardware schedule. 3. Firestoppina: In all wood framed walls and partitions, firestopping consisting of 2-.incl ominally-sized "Working"Smoke Defectors Save Lives Jack McKinney October 17, 1990 Page 2 lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring,b Plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner_ so as to prevent the passage of flame. UBC Sec. 2516 4• Address Require]• The tenant space number must be Prominently displayed on the street front wher6 it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 5. Fire Extinguisher Reouirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) s',all be provided for each floor area or fraction thereof. The(**) squareel feet of to an extinguisher .from any portion of the building shall not exceed 75 feet. UFC Sec. 10.303 (") 2AlOB:C - Light and Ordinary Hazard 4AlOB:C - Extra Hazard (**) 3,000 - Light Hazard 1,500 - Ordinary Hazard 1,000 - Extra Hazard Note: Where flammable ot- combustible liquids are used, "D" ratings of extinguif:hers may need to be higher and travel distances shorten: . See requirements in National Fire Protection Association Standard 10-1 . 6• Waste Storage: Commeroi5: d with an individual capac4ty Of 1 .5rcubic yards orrs greater shall not be stored or placed within 5-feet of combustible wall openi:lgs or combustible roofleave lines. For areas cont-3ining di'mpsters or containers protected by approved automatic sprinkler systems, the abcve may be waived. UFC Sec. 11 .201 (d) 7. Approved Plans on 2k6 One sept Of Lppro bearing the stamps of the building fepartmentved issuings the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 30.3 Jack McKinney October 17, 1990 Page 3 8. Required occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 if I can be of any further assistance to you, please feel free to contact me at 526-2502. Since ely, Gene Birchill Denut-y Fire Marshal GB:kw cc: Tigard Building Department R & H Construction MULM� CITY OF TIGARD r,,(-.-I"E-Ipr cjr PAYMENT RLCc-IPT NO. .90--:0513 i CHECV.:* (4110UNT s 0.37.90 CASH AMOUNI 0.()(:) PIAME LANDMA'e*-` FORD PAYMENT DATE 09/25/90 ADDRESS SUBDIVIG)TON Sw -4)6*1H TIGARD. OR q7223-- PUPPOSE OF r-'AYMENT AMOUNT P�41) rtqjf�poSE or PAYMENT AMOUNT PAID TIN VALL. 319.20 LJAI.-A Pt-Alo CHECV.:. FE 9 Tf)UAL AMOUNT PAI ) r I i � l �.� F GIN FsJi 8990�F t I M G. I fI2� �TJfZAL. ALULAi1o�s I LA�J ISM Ail L orz O I - 1 U er-0) CSC.. 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Spee �� FNGINE,ER�;,�11 «:�a►e+R,i*: n r� M� sway+ 701.13,E MILLER ST.,PORTLAND,OR 97202,503-231-0717 I --7 (Do Foos. co _ TLC L �J� . 5 E-A(LFri rt"a uP?ER. L�.,J tom.. fLo P Pati. ago to w taLL.v lt-L — I TMZ 17�'' V'roT�n, s 115 12�a o t Sz,i;. 17 5 00 � 13 v -- - C-7 -57,,w' J ?/M' Eco -57,,w3u�v ' 31Z7oZo 161' w p �3 a�31ttati PAA"• G 3" 4'L I11�= Z(u,sx r.3)(�,t�)(1L) EI• —/A -4j;j'o3400Q i KIN 1 t, 1 I P�� rr�a= t(nsy,z)�Z7(� I�- (, mo 41 C n Erl rr\ Sc. �S -b ---� n -gyp I � INlot ct��s.ts7 328u 1�ItZ `1 D V-)�� Lel+�r30(4,Sl 0'j 0 S Aj�,' -�� p ' -�9(aYtsr ' , v�s 7 ►L IN Arlt. A'v Go-11D �e� IS d1L P�j„P�S 8 ¢ C..u , C6 c, ofti �`iP1lAl. IJ4t\jr (6 OLlj �I�1A�Do�tnSS NeT REca�S�tZE�r7 . y,�y�r i '�t, t + � •y.��� f"�:. � �� '#91 "y � �:iif�iiiUi�f�ill:.a.dke,...wS�r91 BI Gliant sTRue'—TU L � o ^ 2,111i;0I 1+��I GL t�� n '7 Cif: ?-i E. a+ + +s�•r� ..yp,l'tT 701 S .E.MILLER ST„PORTLAND,OR 97202,503-231,-07117,:' 1 I I � i i 2 J jA x, w U� M {� �r W.G. BERRY Client _A -L iA, As O[ STRUCTURAL. Job L A N O M MUL .�=a d _Job No. ��-I►� Or ENGINEERS gate Serr 190 gy_ J E� Sheet Ivo. 7 , QPti3h^�a 41 �----Vo S# �--- I,STA 15 E.S1�'� � ('L)Vs��13)-�' lo(►-+,(l3� 2(.v� � r ,3 1 i 143150 Z Z Zo /l l/Z� 6 i P. Ems'-AaD 5d [tel-t-n c.�" JIB Urst����ra I - i N ► „r/ lac.Nrx! ZZzs (17)= 3ia� 2P IQ's L3 Ps I8t,5* �- 1i c s4P -7e s �cH slog: , "CIA k'r�� ,��(ersl _ �8�5 ;S� , . I ti� lua •fr �'.�»,'„,”�R�'E��..•',,�,�1,:''�+���r��f. �.;�// ,ry:�:1 Ate`--� �. __._/ . . BERRY: Client WG ®� .l 1'•.1 W M .A n` IIIA. AWr', A V1�' 1�rt� F STRUCTURAL' k ��'l �lNCNI/1 fZ lLR.r7.iI�iJo}�,l�rio. +" • (1�,4 ®� 'Job' ...rtvir r ENGIIdEEHS Date Not,C'8 • .11.L£R ST.,FORTLAND OR 97202 5013 2310717 NEA fL. \�A�l.l. I�P►�'G1A 6r.ti ,,v = 4�S -'T 16�-0 oK- r F3Lvc►L_ 1 Z'a 1 67, 23 fJAlL .. 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Line 3 Number : Line .; Mlsc Line 5 Usngr 19-Sep CIRCULAR C:ONC:f-,'E-I E COLUMN Frage 1 _ DESC:R I F'"t ION >�LANDMHRr;YF ONll __ EXTERIOR COY g'LUMNS fg --- -- ---- - DESIGN DAJA --- ---`-- - - ----_._-__- COLUMN DATA ---- f ► _ ;;,i►i►ti psi GOLUMN DIAMF TEF' = 18 F y = 64'►,i►C►i► psi F'E1+AR C:L. TO F'AC:E SEISMIC: ZONE (C)=wind.'� : ( ULUMN HETi3'HT = 11 . 5 ft COMBINE. LL & ST ? 1 y/n USING' SPIRALS ' y/n EFT. LENGTH F"AC:TOR - :'. REBARS IS COLUMN UNBRACED 1 y/n fUTAL i# OF UAF'S - 8 If Yes, enter Uel ta:S FiEBAR SIZE # E; M2s tACI10-6) = U.0Ot►1 ft- k: Actual mage Diameter = 14 in Vital Reinf . Area - 3.52 1n"2 Radial Har Spao_ ing - 45 deg Steel - 1 .38 "/. Min. Spiral As % _ Min 1% <; As < 8% Max APPLIED SEF'V I CE LOADS MUMLN I S: 11p Neat t-�ern AXIAL: DL 7.`; k UL - (t-+ LL - 12. b k LL = " ST k Sl' _ 1�EAU LIVE SHl.lRJ SLor- ELoc DISIRINUIEU #1 - k:lf C1 X= tt #2 - 1. . POINT #1 - 4. 66 k L X= 11 . 11 ft #2 - " it SUMMARY - ______---_._____._._______----•---_...._-_. AC:I Fquatinn 9-3 1 I•'U MA.x . Fa t or ted 31 . 8 23.8 6. a k: 1 F'n F'h i : Uapac i t y C Design Ecc . -• 396,. 182 7. 73 400.29 I:: 1 1 Final Ecc . : Axial*Ecc + Moments - 1 . 14 1 . 14 1 . 14 In 1 1 Magni f ir.at icm F-a-:tr_,r = 2. 278 2-257 -. 224 in 1 Desitin Eccentricity - 2.60 2.57 2.53 In i 1 F'r (shc1rt r-DIlimn.) - E;84:►.8Jz) 680.89 68u.89 I:: 1 P Balanced - :286. / 286. 11 286. 7 k: 1 1 Ecc : balanced 6.86 61. 86 6.86 in 1 __ _ --- - - -___------------ SLE.NUN h'Nk bb i-F F Ei_: 1 ti (a--t1-laI k:LU/r 61 . 311 L t A t 11: (1Ctd1. IuS; J, 1 1 Beta - C►.bar rill-2 9 NeUtrml Axis Ueptto F rrom uc--omp. Bice - 14. :36 14.44:) 14.48 in Ph i - U.7t:u:► Q.700 0.700 Max . kLu/r tory neglect s;lenderness - 22. 1.► 2,;. 4) 22.0 Beta Sustained / MaXimUm Mr-Iments - 0. 301 0.331 1 .000 C:m - I . C►4:►r.► l .00) 1 . C►i�4::► EI .4 E•. I y/ t 1+!{4e t a:► .1/ l��t:►r�i ri► -• 48:35d. 4 48358. 32175. Pc F'i"2 * LI / (kL.u) :2 _= 62b.5 626.5 416.' Alpha : Max Pu / ( Phi * 1'r- i n 4:►.072 1:).054 0.02;3 Deltas Gm/ ( 1-Alpha.') m 2.28 2. 26 2. 22 F'OoTING DESIGN LANDMAR'l," 1:-,(,)F''D I,IARI.::' EXTERIOR COLUMN GEOMETRY IIN11-1-IT 4' F001-IN G : 6. 5 f t 6. 5 -f t 1.5 J.n OVER SOIL DEPTH = . 5 f: (: DRIGIN ft C:C)I-/Wt)L.L- -. IA in ILI. in CENTIHRLINE: ft MATERIAL Fc)cj-rir,ic.-,. F' c: Fy := 60 ksi NUMDER OPPL.I COT I ON (.1LJONT I TY OR T G I N LENGTH 'F y P F, 1\1 C I"INIT F\`()T E D 7 CONCENTRATED 12. 5 k.: L T VE 1,1 C)P1 E7 1\1'1- 2 k f t. ALLOWABLE SOIL BRG 2 1,.c.+ LOAD M-fl-Wil' CIN F(M.'JUR - I :' * CALCULATION SUMMARY F"D(TTING WEIGHT 7.1722 1.:: SUM Ci F= VERTICAL. = 33. 466 (; 0 C IHN TF.R 1:7 Gl-2AVITY = 7. 25 ft Pjr::.Pl.-IEV 1"1(3mF:-,m,r = 65. 2' k f t .4 T I'M 6 1,1(:)INI 1:7 N'1, (,I(,k:, I(:;I.- - W (COUNTER CL()(>:'WI SE) = 108. 766 1—ft 1,11-1XI'mUll SERY T(';E* 2.e,:".'7 1.::q;+ wk UJ MINIMUM SOIL SERVICE PRESSURE 0 kss4: �r, W- f DESIGN CALCULATION SUHMARY (UL.T) p 1110X p MIN 1- 7xSERV ICE LE)G 111"12 C) * FLEXURAL * AXIS M--ULT As p--DES LONG 1:1, '72. 3:3 1, 1. .079 !:-,1 2(39 s:1 /.f t ) .07E-03 TR A N S V 25. 17:7. .691 si 106 si '4:1-) E3.09999999E--04 tAll'THOLIT P?, INF I Mu (longit) <::: 27. 77 MU (-trainmy) <m, 27.77 * SHEAR T Y PE LONG I T TRAP46V (ALLOWABLE SEAM' .04 093 ksi PUNCH 37. 276 ::+1.7. '98 1-.-. z, 3 , �Lail _14 } i ' x 7- 411 1prIl -411yv /"70O '� i BERRY W.G. BER Client Z.� Jobb"�►�'�n�� /=rl�>� � G 1Jib No.____--- STRUCTURAL — Sheet No. ENGINEERS Date--- - •• r iot11 ru ST PORTLAND,OR 97202,503-2310717 Line 1 1-itle : Line 2 Sc ape . Line 3 Number : Line 4 Misc Line b Dsngr . 19-Hug ------------------------------------------------------------------------------- S I NGLE- SPAN BEAM HNHL.YS I:i ---Nage _1- DESC:R IF--'] ION >> LANDMARX F-ORD USED CAR bL.Du CT,�/•/ , _ - -- - -- - SPAN LENUTHS ------ ---- - ---- __ - GENERAL DATA -•--•-- G ENTER SPAN - 3��. b f t FIXITY 1­:0DE 1 < . LEFT C:AN-f1L.I:VEf;, - ft 1z;F'in/F'in , 2=Fix/F•ix RICHT 1,_:ANTI1_EVE1-.' - ft J=1' lx/F''in , 4=F'in/F'ix 1 : 1 NERT IA - 10S) in'''4 E: ELAS f I : MODULUS w 2E+06 psi ____..__..._.._.__._---------•--•-____-• APPLIED LOADS -_-•----___--•--•-_-__-- ---. All distances refer to left suppcirt , use 1 -' fi:,r left cantilever . . . . . UNIFORM . . . . . . . . . C:ENTEF': . . . . . . . . . . . . . . . . . .[RAF-EZUIDAL . . . . . . . . . . . . . . . #1 = r.) C.)1" k:1 f L LEFT L 1.16H I- X-L_EF' I X-F:'I GH I" #2 = #1 = 0. 06 0. 06 kl f 7 s.3.5 ft #3 = #2 .. #4 - #3, - i.:AW. : LEFT k'I1aH1' #4 == #1 = #5 == .##3 #7 = #4 == #8 I:UNGENfF�FaIEU . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 =- u. 1 5 1: x = / ft # 8 #2 C.). 125 X _ i J. to 9 -- X .- #j X = 1 r.l �: X :. #4 X = 11 = X #5 = x = 12 = X #6 == X = 10 == X #7 X = 1.} =: X =: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MUMLN-IS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 = ft- k: (� ft #:; ft -1. L fit #2 L #►6 C #3 = CQ 07 L #4 - @ #8 �1 1 - 3UMMAF.11' 1 MOMENTS `•-HEAkI.S 1 MAX . Span 111-iment = H. 1 59 f t-k: Le-t t 'Juppe ,r t = 1.). 84H k: 1 1 . . . . Cd Location - 15.2b ft F'ic111t bLippo-Drt = U.Ei4E1/ k: 1 1 MIN. Spall hlciment = tt--k 1_-1EH1,:1 I1JWi . . . . @ Loc at i.con - ft Le f t. bUppcor t = U. H487 k 1 Nzclht ciupp��rt = U.8487 k: 1 1 C1 Left SUpperrt == ft--k: 1 L Fright Support tt-F; 11(4X11•II.11.1 HUNL1,41 == H. 1r;r'-j ft-k1 I MAXIMUM DEI=1_E1_I-IUN`s r,Nos. = Up.) i 1 1-:enter Span, C X == 15. 25 ft Det.lec_ticm -7. =3; 7 in I 1 Left C:arnt . , (9 X 1)e t I e ct I co i i - I 1 Fight 1-ant . , @ X DefIecticon 1 I Mcement .hear De f 1 er_t i on I 1 QUERY VALUES ( t t--k .) (1'! r: in.) I 1 G CENTER SPAN X ft . . . . . r_1. U4875 I C? N",a1lll 1yANl'. X ft IG, � I @ LEFT CANT. X r ft . . . . . i Line 1 Title : Line Scope : Line 3 NUmber : Line 4 Misc . Line S Dsngr : 19-Aug SINGLE SPAN BEAM ANALYSIS Page 1 DESi. F'I P'1"I UN LANDMARK' FORD USED ( AR HLDu �;r Z� _ -- - - -- bPAN LEND f H5 -_- _------ - __-_- __ - GENERAL UA['A --- - -- -_- i EN TEN SPAN = 3-0. f t --I X.1 I Y CODE -_-- - i LEFT CANTILEVER = ft I=Pin/Pin , f=F-ix/Fix RIGHT GANTILEVEk' = tt ;.i=F'ix/Pin , 4=Pin/F-•ix 1 : INEc'RTIA - 100 E: ELAS'111_: MUUUI-Lib = 2E+O6 psi ___.__-------.----------•---_- _-- APF'L1tL LOODS - ----- -_.______________.._.--_.__-• -- All distances refer tC, lett support , use � " tcir left cantilever . . . . . UN 1 FORM . . . . . . . . . CENTER- I F'FIPELUTllAL. . . . . . . . . . . . . . . . #1 = 0. �' kl f Ld LEF 1 o h'.(tJHI X--LEF I- X--RIGHT #` -. #1 = 1 k f 7 2:3.5 ft #3 #i = #4 #3 = C:AN F. - LEFT F.'I 1.3'H T #4 #1 =- #5 = _ #6 #/7 = #•J - ##t; » #8 . . . . . . . . . . . . . . . . . . . . . . . . . . C:UNC:E_N F F:.'A-F ED . . . . . . . . . . . . . . . . . . . . . . . . . . . . #.1 C).88 k X = l ft k S = k X = ft #' = C.). 315X = 1b.S X #3 ii. 25 X ;'.3 X #.; :_ X = 11 == X X X #1 X t-4 ::: X MUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . # 1 - tt- k: C� ft :k:� tt-� :: L ft #2 Ld #b tc4 #:3 @ k/ �? #4 -' Cd #B lu I---- SUMMARY --•--.-.-.---...___.________.__ ._.._.____ ._..-----_.__ _.._..-----•--_.__ _____._.___--__-•-- ; { MOMEN fS SFIE:AF'� I I MAX. j�3pan Moment = 18.UH8 ft-I:: Left ;:jUpperrt - ,'. 1665 k I . . . . C Lcocaticm = 15.2b ft Right Support = 1 . H434 k I I MIN. Span MclmLAnt y ft--k h:hAC:I IUN;3 I . . . . L Locat irin = tt Left SLIP perrt = 12. 1665 Fc I Fight Support I .E3434 k, I I @ t_e f t Supp rr t f t-I:: ------ - - - _---______.__._.__._ �� F'i c1h t Support t - f t k: MAX I MUN HONEN l = l E3.E3E3E3 'f t k: I I MAX:l MIJM ULF-l.Fcl I'I ONS (pos. a up.) Center Span, 0 X = 15-CiU6 ft Def 1 e-r-t ion I L_p f t C:an t . , tq X W Ur-_ f 1 ec t i cin -� I R,iyht i ant . , X :: LIP fIection I ' Mcoment Shear De.,f 1 ec t i on I I (JUER Y VALUES ( t t -k) (k) I. t n.) I @ LENTER bFAN X = ft . . . . . 2. 1665' I @ N 1 GH 1" CANT. X = ft / I C1 l._FFT CANT. X = ft C.� --� T ..T `/24 rt I 1 � V S/,1 r?D /" MIM6! �•-fO►M '�7— �'u 19/�iiL _I _.._. ZyI.Z- iy� fZz /9, Z3 �Ni3 I I � _. ��if Z,v/o Com' Zy'��il r , _- �--.__ .__�----I•--__ /711/'5 I 11, 2�v l q, 7i z x 41r l i 11RIIM9g4pi1 !!! MrM ,1t` 'tis�"!:'+Ft ! ' r�v! t tx1 fi W.G. BERRY - ` IL STRUCTURAL ' Job No. . ENGINEERS Date .—By f�a!3 Sheet lvo.G•Tin ' I i w y ���' `% r TJZ - - / IZo'M /,l`✓/� GT/r /Zcx��, t t� t --1- Afs _/4L i?t, �7 ys�t1 _ I _ i � I i STRUCTURAL JobPW�� Job No. 0Y, , o. ENGNEERS Date By Sheet No. -�n. r n ..�rrt�n rT nnnr♦ earn nn M�n� [n1 0711.n'.'1" J W � �.. , I M- _ 1 � j� = 2y7/N 3 r� 24,7 6, CSD I t. c W.G. BERRY Client STRUCTURAL Job f �&2e !- _—Job No. IK' ! ENGINEERS Date _____ --By --Sheet No. nD n.. I Iris? v1�f ld O G L Z¢r�c l2 2 9G /A/3 I /-Z . /��S p ,�� , i✓, !� 3 �r' /37 �y/ A, _ �, 32. I 4 14 e' y �V 3 y i 4> i �e W.G. BERRY Client ■K STRUCTURAL Job Z !e-'O - Lie__ _—Job No. E. ENGINEERS Date _ - - _By__.J� ___sheet No. L-P Z rnr r •nr.rn rT n�nT• •rr, nn oo,m RM 011.n717 T � _ i 4___... . �.-..__ �- ..}... i . x ./3 2/90 I a b � i 4-111 'A i i � r':�✓l3 !i � iL 141 F7 l�► 5��'S y/�7 '/-y 1 q5/ A'. N' "t`*'VP q*: li, w', h W.G. BERRY Client ___. -----____- -- STRUC'I UMU Job _�—� �' .Job No. ENGINEERS Date By-_.__ __ Sheet No. 616 . - �' �,•. •. ..rh car nr+rv" A llttn nu 079119 (1'717 Line 1 title Line :3c cope Line 3 Number : Line 4 Misc . Line 5 Dsngr : 19-Aug _S 1114 C3,LE SF'AN bEAM ANALYSIS Page 1 DEaC:F,'I f'T ION FORD USED C:AI:' 8LD1.,i SPAN L.ENIziTF-I`; --- - -__- --- _..__._----•--- i ENERAL DATA CENTERSPAN - 13. b f t FIXITY C':ODE LEFT r_ANTILEVF6 - ft 1=Pin/f-'in , 2=•F-ix/F•ix RIGHT CANT.FI_EYER - ft 3=I=ix/F'in 4=f'in/I=ix I: INERTIA - 100 in-"'-4 E: ELAS f I C: rIC DULUS - :E+U6 psi AF'F'LlED LOADS > All distances refer to left support , use ' -' f _rr left cantilever . . . . . UN l FORM . . . . . . . . . CENTER. TFAPEZ[JII)AL . . . . . . . . . . . . . . . #1 . •4/ }i1 f @F-F-I- L F:IIAHI- X—LFEF I' X-F-:IuHI' Cr. .21`i 0. 215 1::1 f 7 ft i-ANT. : LEFT It.I'JHT #4 #1 _ #5 = #2 - #6 - #3 #7 = 1-0Ni_:EN-1 RA I L1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 1 .6 4 Ic X / f t X - f t #2 = X X _ #3 - X - iu = X - #41 = X = 11 '= X = #5 - X - 1.._ _ X - #6 = X 1 X #7 = X 1 } X MOMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 = fi k C4 ft #.i rt- k: C4 ft #2 = @ #6 Cu #3 = @ #/ ts� #,I C #8 C! SUMMARY I MOMENTS SHEARS I I MAX . Spall Moment = 18, /46 f t-k I._e f t Suppc-•r t = . . . . CO Location 6.966, ft Right SUpF+cirt = 4.413Cr k I I MIN. by an Moment = f t-k: F:EAC I'I UNS } 1 . . . . C Lac at i cin - ft Left Support = 5.0769 k I Right S(_Cppr--rt - 4.413C:► k 1 I @ Left SUppcor t - f t_I: _.__.__._____._._. ».-_----____._.»__-_ I rtl F:iUht SUppcirt - ft--k rtt•a,tIMUM MUt9h-N1• W.7416 + 1 1 MAX, I NUN DFEF-LE(::'T I UNS C. o%. == up) I 1 i_'ent er Span, @ X = 6.6'3(7, ft De f I e•c t i con •- -3.23('.) in I 1 Left (.:ant . , rq X = Deflectic-in -• i c Fight C:ant . , Cd X. = Deflection == { 1 I = Moment Shear Deflection 1 1 (;IUEN:.Y VALUES ( ft-k) (k) C. in.► I 1 @ t:EN'fLP 'S'E'AN X ft . . . . . 5. 1:)7694 1 1 (4 N-,Ii.H1- (::AN1'. X = ft . . . . . 16. 1 1 Cd LEFT CANT. X = f t . . . . . { I G n 2 '`• � P/��3 I I 01,4 14 7-9VZ - '17 iJi, II A-1 i1�s 1, �f Client W.G.BERT'Y I" . —��/n - � Job No• � STRU''"•TURAL! � Job �. ENGINEERS Data .-----$Y-� Sheet No. � .�� r writ t ro rr nnDTT RMn no n-rnm an+-p 11-f17t� � ttw Title : Line .1 Sr_Cope : Line 2 Number : Line 3 Misc LineDsngr 1'3-Aug _ Line 5 -----S`-'AN- ----_ „-- --•--- _____ _-•--- --- - -- - - _ --- - - S1 NCILE S`-'AN EiEAM ANALYSIS CL/2-Cs Nage 1- DESCRIPTION LANDMf-F'F:; 1=UF.'U USED BLDU ' -----•-- 6ENERAL DATA - ------"-- ___..---------- SPAN L: NIYO-I`o -- --- _.___-__ is[]UE -_._.__._. :•> :: I 2 2 .f t F..[X I Ty i_FNI"EI SPAN ft 1-F'in/F'"in , 2--F'ix/F'ix 1_EF' 1 +_AN-F I[..LVE R - I_ANT.[LF=Vk�I� -- ft :�=1���,/h'in , :1_Nin/F'>.�. F IGHl - 1 : 1NERI"1A - .jC►C►U in-`4 t: ELAS I"11. MUUIJLU:i = 2E+06 Psi AF'F'L I ED LUFtDS -- __- - ------- ------------___. ___._____-._---••------•- _..._._. r t Use ► ...► r,,r leftcantilever All diFtancc��s refer to left stt PP= , UN1FORM IFo;AF'LZ01DAI_ . . . . . . . . . . . . . . . CENTER X-1_1--F- 1- X-F, _iH 1" #1 = k l f . . . . . . . ` L E 1=t L Ft:!i:i W F18 ft k f 4*4 CAN'T. ; LEFT R113HT #4 = #1 = #5 =• #2 _ #6 #` = #7 _ 434 - #8 = . . . . . . . . . . . . . . . . . . . . . . CCINCE.N F F'A I E D . . . . • • f t X = ]F3 :i #2 == 4. 15 1�t = X #3 X - 11 __ X X #4 12 _: X r: Wj X 1:3 = X r #E, X Y 1-} X .: htote&N I b . . . . • • • • • f t . . #1 ft-k.. L. . . . . I # (d #6 #.1 :_ Cd SHEAF'S MOMENTS1.4. :355 Ft ! , .� == lIt3.6F! ft--li Left ;;upp���rt _. MAX. Sparc Mc,mc.nt 1 N. [_ocatIcon - El. '37b ft Fight ;auppc�rt 13.59 F: I I t-k ..:EAG T I UNS { MIN. Sp��n M�:�raent =• 14. ef SI_Ippor't = k 59 ft L. ! Right SUpp1--W t 13.5'3 k: 1 1 C� Left Support _ f t-k -- -__�_.__.___---......_- _ ft-F: MAXIMUh1 MOMENT 118.65 ft--k: 1 _ @ Fight SUpp,_�rt ' MA,(1. MUM UF:1= 1_.EC T1 UNS 0 UP ) , S Center :;pan, @ X = lit. 7�;E, ft UPf1A`ti� �n 1 .`` ": in i Left I..:a"t . , �`� X .' @ X = l-reflecticot) ! Moment Shear Def 1 ec t i c,n lit-k1 tk:! Lln ) i i UIJERY Vfil-UES = f t • • • • • @ GF:N-f E--R SF ON X i G,11 I of R I it. T I;whl 1 . X s f t . . . . . 1 @ LEVI L-AN F . x = _...._.....".�. _.. �. ....... ....... _ _....._...._...._......_....__._...__ __...._. .._ ! 111111111 III Line 1 Title : Line 2 Scope . Line 3 Number : Line 4 Misc . Line `a Usngr : 19-Aug o1NhLL- -SPAN BEAM ANALYSIS Page 1 UESi_:R T PT I ON- >-LHNUMARk; FORD USED-G'AR NLDu Sf='AN t_E:NU-IFI:i --_ ___-.-•--- ------ -- - CiENErAI_ DA•rA GEN I ER SPAN - 26 f t F-I X 11'Y ► 0m, - - --- . :: % 1 . LEFT L:ANTILEVE_R ft 1=Pin/Pin , 2=F•ix/Fix F;If3HT CANTILEVER _ ft 3=F-ix/Pill , 4=Pin/F'ix I: I NER-1 1 A = 4000 in-"4 E: ELASTIC MODULUS = 2E•a•C►6 Psi ----- (APPLIED LOADS ------- --- ---_.__--------___--• --->:: A11-distan�_es refer to left support, use ' -' for left antilever . . . . . UNIFORM . . . . . . . . . i_F'JTEF;: . . . . . . . . . . . . . . . . . "FF;AF'EZCJ1llAL . . . . . . . . . . . . . . . #1 _ k:l f (w LE F"1 L RIGHT' X-LF FT X-F?I�iHT #2 = #1 = U. 19 0.565 kl f 18 ft #3 = #2 = #4 #3 r AN'l . : l_E.1= I R.I i�H F #4 = #1 = #v == #2 = #6 #3 #4 #8 uUNi_ENfRA-1ED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 • - • . i / 1; X - .1 t t # tj - It X - f t #2 = 4. 1`: X == 18 9 _ X #3 = X = l c.► X #4 :_ X = 11 = X #J = X 12 X #6 = X = 13 t X = #/ = X 1.4 =- X . . MOMENT'S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 - ft-F:. .@. . . . . . . ft #5 ft-. F: (11 ft #-, @ #6 C #3 = 0 #/ L #4 C #S i - -- SUMMARY i MUM[ N FS SHEAMS i i MAX . bpan Mr-anent = 13/. 6J f t k Le f t :iupp--,r t4415 k i i . . . . L Location 9.0,18 ft Right Support -- 11 .499 k: i i MIN. Span Moment = C►,OC.0 f -k REACT IUNS i i . . . . @ Locaticin = 26 ft Left SLapport = 16. 445 k i i N-.ight a►.►ppcort- = 11 .49'3 F; i i C Le f t Suppcor t - f t-F:. i lel f-'idht Suppcirt - fit-1. MRAIVI1. N h1U111LN1 (3/.63 ft-ki i MA X I h1.JM DEI=LE T I ON:it.F'!•'s. == Up) i i i_' enter Sp.-an, Cd X -: 1 ;`. }H It Deflection '..t:►71 in i i Left Crnt . , L X = L,eflectxon =- i i Right U.Ant . , @ X Defic.ction :- I I Mcoment Shear Deflection I i OULRY VALUES C tt•-F::.l ►.F,► ( in) i i @ i=E.N7F_N SPAN X = It . . . . . I1..). 4°ln iC7�l� i @ F%IUHT i kNI . X ft . . . . . 1 i @ LEF"1 ►_ANT. X - ft . . . . . Line 1 Title : Line 2 gr_Ope . Line 3 Number : Line 4 Misc . Line 5 Dsngr : 1'3--AlAg 131 NGI. - -Sfy'AIV --E;EAM --ANAL Y:3 IS -- -- --- - ,aQe_1 �GDESCRIST1ON LoNDMAF$-:. FORD USED GA-' BLDA 1z- AS AN LENUIH 6ENEF:ALDO ---_-----.- _ 23 ..1_ENIhN SPAN ( ' _ t: LEFT GAN'fIL.(.VEF' == ft 1 ==Pin/Pin , 2=F' ix/F'ix F'1�aHl' =ANI il_E VfF' - fit ==r iy/F=in , 4 Pin/F iia 1: I NE.E. f I A = 4000 i n""4 t: ELH51 :(t:: MUDOLUS f-PF'L I E D L.UHL)b ------- --- ----------- __ __ - _ - - -. All disitances re'rer tri lett support , use ' --' fc,r left ci�nttlever . . . . . UN I F ORM . . . . . . . . . I F'F1F'k I U DAL. . . . . . . . CE:NTEF:: . . . . . . . . #1 = Q.5 k:i f Ld L El 1' 0 r,'I UH I' X- L E_I- f X- R I :_3'H I' #2 _ #1 = k.l f ft #3 = #z #4 - #3 = I CANT. : L.EF-T F'i jHT #4 = #1 = #`; # = #6 #3 #1 #4 #H cUNi:EN'l ICED . . . . . . . . . . . . . . . . . . . . . . . . . . . . #1 M 16. ,J k: X 2 ft # d f X = ft #2 = X = X = #3 = X : 1u X #4 = X := 1 1 - X #5 = X X r: #6 == X 1: == X :- MUhiENIS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Itl = t # tt-fi l� tt #2 = Cd #b @ #3 C? #/ w Cd - SUMMARY - __.--- --__.--.__-.__ _..-. ._--_-.--- - --------•---.___._....__.--_--__._.__ ._.__.__.__._....__......._._I MOMENT:-i SHEAF'S i I MAX. Span Mcomen t == U 1 .b2l f t- 1.. Le t t 5uppcir t = ;a:►.H 15 f.: i I . . . . C Location - 8.648 rt Fight Support = 7. 1847 1, 1 I MiN. Span 111_1ment = 1E-13 tt--k F'EAt T-IUNIS I . . . . Cd 23 f t Le t t Suppor t = ;.,().815 k I bight Support = 7. 1847 k: I C+ Le f t Supp -r t = t--l:: -------------------------------- I h F'i(lht Support ft-k: MAXIMUM MOMENT = 51 .621 ft--I:: : I No X I MUM DEFLECTIONS' (Pas. =- UP.) i t Center Span, @ X == lu. 856, ft Deflection = -0.69*9 in I Left C:ant . , @ X = Deflecticon '= i 1 Fight Gant . , @ X Detlection = i Moment Shear De f 1 ec t i on I { I UUERY VALUES ( f t-k.) (lt► ( in.) i i @ CENTER' SPAN X ft . . . . . 20.8151 t / I Cd R. (GHT CAN 1' . X = ft C! LA F f "-:AN( . X ft . . . . . ---------- ........ ..... .. _. _._..__......... ._...... .-. .. i ,•�i�A�D, �/Jr r/� 410-7> I L,2.--7 c c 7 fit l 9il/N y 7 /J/5me 5,75 - f /JrL 6 4/G/x/ z 1 47 "1�ON 31 '70 , 7 C�1 X02. -i a A_ /do Af L°y 2 O, -7 At = /G 3/N ;z 1,v �. W.G. BERRY Client STRUCTURALJob�l�� ' �-- - Job No. •�`'`�� _g a�`+' ,"WO Mr ENGINEERS nate -_-- v—� Sheet N ...... -- nnnr♦ �rrn nnn•+nnn cno nil n,i•+