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15055 SW 72ND AVENUE FIRE RED z u) r-, ► - — v In -- V .R iLLION i -- MEDIUM ORANGE '-- COLORS TYP . H .O . STRIP r-. � rn -- LEMON YELLOW LIGHTS 1 W C N': ►'� 1 FIRE RED (V CV c14Ln Lr) u -Q9- ! MMEDIUM ORANGE -0 ✓ LEMON E L L O W COMMERCIAL PUMIL 1 NQi 4 U I I I 01 4' 0 CONCFILL /rCONC. 2 BOLLARDTYPSEE BOLLARD SEE SHEETI 'Vr)r l ;•.,4 SHEET T2 FOR T2 FOR DETAILS - DETAII.S �� I cw� I I j I I H I I II 1 r r —1 ILI N 1 i 1 ! -_ SEE STRUCTURAL I I I I �- -' ;)RAWI NGS FOR \ I I 1=00TI NG DETAIL �- I I I I I 0 f I I o I I I I 1 I o L_ __ _ _ -� POLE SIGN o r. CANOPY SOUTH ELEVATION SCALE : 1 /4" - 1 . - A z 0 SCALE : li4" - I ' - 0' C7 U W L Gr �—' O C:3 r\ Z' O W r ZD w > I - - -'_ - u- m z w ►-� 1 I _ F--i F 3 DOUBLE HOSE f DISPENSER TYP < 2 DOUBLE HOSE /-FROST PROOF- I SINGLE HOSE I I / 16 HIGH DISPENSER HOSE BIBB TYP DISPEUSER I i 400 W SMH 1 , ` I I SATELLITE DIESEL / SINGLE EROSE I CARD READER I II DISPENSER j DISPENSER YARD I- IGHT 8' 0 CONC. FILL BOLLARD TYP SEE I 4' 0 CONC . FILL-� SHEET T2 FOR j ! BOLLARD TYP SEE �--, \\ F I / DETAILS � i' � � I ' � ' , i I� 11 SHEET T2 . OR � / •� DETAILS 4_ POLE w �. 'I C= ! OHO I z I I 1 I I w ,� z jiu � u fl I I R � I ISIS �I `I U U I, t R I I ; .I I < m ji; a w z U > I I I Iv < ui � SIJ _ _- I I I I LL o a f (- --- r- _! -� _ -1 -1 - -- - v CN _ --- —— t 1 1 < r. 1 8 - X 1 8 " X 4 8 " e �CONC . FOOTING w 3 �, - SEE STRUCTURAL DRAWINGS FOR L - - - -� I- - - - --� FOOTING DETAIL L- - - - -� B ISLAND ELEVATION ISLAND ELEVP,TION SCALE: 1 /4' - I 0- C SCALE: 1 /4" - 1 ' - 0, i LIGHT POLE SCALE : i /4' - 1 ' - 0- i i I MASTER DIESEL — - SINGLE DIESEL SATELLITE DIESE '_ f DISPENSERS DISPENSER DISPENSER AP11ROVET) kFvISIONs: HIGH VOLUME \ i ARD READER LOW VOLUME CITY OF i \ C DATE: L' 1RP --- 1 - 16-92 - 8' 0 CONC. FILL--, I 8" 0 CONC. FILL- 114- - l ' .-o' BOLLARD TYP SEE I BOLLARD TYP SEE 8" 0 CONT. F:LL Tiro, SHEET T2 FOR �. —_- SHEET T2 FOR ( BOLLARD TYP SEE FROST PROOF - DETAILS \ - ,` � DFTAILS nI LS SHEET T2 FOR eI DatFILE NME: PFI T-7--IE-- I DETAILS FILE BIBB 0 0 o I DRAWN Vi DJG-ARA CL I I� Z APPROVED 8Y: / D D I p II II sHiEET: ISLAND ELEV . 11 I { F-- _I _.J _ _� r SFE STRUCTURAL I I I I 7 OF 19 DRAWINGS FOR I I 1 I FOOTING DETAIL 1 1 I PROJLCT No. ISLAND ELEVATION "� I SLAND ELEVATION 1 �s SCALE : 1 /4' 1 0" SCALE : 14• - 1 ' 0- I .3 L FALILITY: METROFUELING 1505#5 5W ;2IND AVF.1,0 3F 1 OF IF THIS DOL'UMENT -IS LESS TOBER 2s is' I ' II 'I ' I ' lIi Ali 71i1i1r I 1 illlillll 1r1 IIII111 III III IIIIIII I I III IIIIIII II III IIIIIII 1 Tri 1111II 111 111 111If11 l I III IIIA fi11 11 i IIII Illll111 i I aI416 fJ� Ig I I � I o LEGIBLE T;iAN TfiIS NOTATION, _.��_ IT IS DUE TO THE QUALITY OF THE ()RIVINAL DOCUMENT. -a llllllllll�lill illl1111111 I II'NII I�IIII I II I 1 -I I �� r_ v Lr) r•. 1 • pi �ia�ji • , �!'at `� \4 ^\l� `,�, yfV - -, .. I{ �;; r. r t • \'RW i Vyl N N 00 r-0 r�l �N' �.. Y►;j4 • r� , \� TIGAR;• ,'1 ?II .._ J• ,r ;� r •:��i N .� r= `j`�.A ' 01 I I u 1"t 7 1 _ \ c .. , r►o.,■nul. ,+► .+.� 1! t� C M M r a ta�i.r. -)I.�� A ` ,• 't� c i Ie 1 .u�Ir � _�_ � � , `` �'f� r� •�c1 ou�tii a•} `4 o C\I N En BEAVER BOLT INC . ( BFI I `, ,y1. :; ;�.. ..�\\ .�,�,. � ,� � .�, t■., rLs Cr �' m I N! •7 6dI t r! i► C ..r n N L r7 M 14 96 5 S . W . 72ND AVE s•_L�.� � ,'. �.,^'y�.�--, ,j, y _ .. ........... ti a o 0 fI,r r.�r..,w . ` a► L lr 1¢w i' 1! t `I �•\� ' rR �+ ''r '+. 7, / ��• ! U to ----- ----- ------ -_ - ■Crra► 180NI T Air `► ,� - _ °, -a 04 11�`"y : _--- �•co.. $ _-...._� .__! � _ .^ r v ,x k4 y - - „fie ,.1:�,�,, ,t•�1 •pp�r�-�- of LL _)•. , ► •�Ltr ''►thy t - - - c Jt, 1.n...gay� � _-s -1��► �T/. �� J�~, '�17 / ._ __!n!11__.•S�_- , �a,,l. A "� � n --7f-•4 L • !,-.■r,rlr ,c wcato ISf�a,ioo •■r -- -• -c1 y. ,a•u t y.p.1 S •. • Q \ ............... ........................................................................................................................... -._.�-- --.- ..... .• v� c1`Q� t•tr u u •a • J LL � � .. .: -'_-7 1 _ 3■ E �.s..,a .............. ,.,,,.r,. ., a , .:�r c r /, ,owl r ! 1 ...Y .1 V. - c r Q 1' t f.u►t. � I X � i � \\ "'�''SI4t_'lt�o• IN +•llliltl.Jt li uuu�c- �-op r, * \ •t ,r .. N 8 9 21 2 4 E ' "'"" / \ 2 90 . 66 ' �r s 1� 1�•:�,, ;. ,h��.' _ �, Y ,� .o° e o •• .s,. .v : ,w.pg. ..s KIF G rr�,i,• r��rra�ar..r.r�rrrra.�rr�.�rr��r�.�rrr�orra�r..r��rrr�■■�rrr..o.�rrsrr�rrrr�rrrar��rr�-��rrr��rr�irrr�-rr��rrr��■rr�r�r• w •«► • t�oo.►u._■ t • „�.«.c� '•'I�Yt r -70 O \ \-PROPOED RECIPROCAL ACCESS EASEMENT_, ►-w `" j• �'- - ' i ' `r h y : l 'wl ••••-,• I � I i., ■,.r . Y / �. 3 • ��,• � M „ 'c] • i (1�. •� � ��1j i.�u ► if 0 er , .� r� ` I/ .� �� P tir Iy ., ,. 1 tl, -, - , . r,nn ,,,w► , \ ..�\. SAWCUT EXISTING I 1 LI�' ` T �� 1W M art � r.ar, `t- A �..T.. EXISTI.NG.. PAVI4G AND MATCH_GRADE_ _ 1_ - - - - 1 wo M .K:L �, ,.. ;�.,.�-� � :� \� I •� - - - - --- - - - - - - - - ( l EXISrIN'i PAVING / C� r 3 L Lrl .., uF "` t C 1 �- 1w �� `r`a`' °�l 5 i'c d 1 �• l .....: \0 REM.�i,I / � y Y � 1 Z I :. v.,.� 07� i � � � I C'idvri/. rl/1,• � �S a' '� III < <: UTILITY P L 'j'M i \ CL m ■ • �yY� t1Lj--.��.a-�.I -_..:.orr:. I ..,' w .1.�." f.,l :_.LL'Su. .,p' f ` ' , i a ♦. ' �_. ,o' r \ \ e\ W _ -'i.►` v U `. `�Q r i. I_ -1 rc r JEAN \\ tn O . MI I fgo Park `tcr ' �1 " ..p. „ .alt w 4' AC PAVING OVER Ir 0• o I ' e -I- l;' / •-. '�- FUTURE LPG �/ l � � � s.'t' ,. �� C rte•, � Tt0SFW00 � 3 U to 8 COMPACTED CRUSHEDUJ 00 \ z 1 __� - .anr...i ,t YRO `i'�'+�' .d f'�-- '. ROCK TYP POLE �-- • .. .... ...... .J• v•vow. '- r r c ''. LIGHT T I.t111 ab 00 ! t t FUTURE °'i I wV t heY■1 I -�,�"�-�; �. .• --3j .•ter.`.." o �j� `.J .. \ I j I I •irlerM ~ MO f., tea` r.,.N� i� �3___ r r'r '! �0' ' , LPG-;CNG ISLAND r�i ! i in ! I r , --�� . o' LI� _ �/•'� %. r. u+r'� •,, .a. a r \� \ FUTURE CNG 36x 83 CANOPY Oil _ s l75v 38, ft i 3 ' 0• 1' I 1 = 1 I I ►o acl i I .t+ `� .i i to 1 O IOM SUPER UNl 0 0 0 ---� � VICINITY ' • I _JIIIa OPEN AREA, 1 `� , I v I w I NOT TO SCALE o \ (LANDSCAPING) IOM REGULAR Ao 0 0 � �- I z - o 1 (710 op z 1 �U 12M UNLEADED o 0 0 ULiU ❑ MI w 4 � ❑ o { z Ce 12M DIESEL o 0 0 ! C) o -3 i \ s I 0M N LEGAL DESCRIPTION _J to \ TANK VENTS SEE 4 1 4 { 5 4 { 5 28 ` 5 15 .,� - -- ��_ 1.11 X � � SHEET I /T6 FOP, LI I W m O DETAIL , __524' -. ---38' '' .r.F_ 2 ' 32 __,_ i 1 \ ie -- - O to 1 ,p ; I __ _` _A,___-_____-___-_ _- -_I55 '__-_ - _ I I Q A portion of that tract of land in the East 1•/2 of Section 12, T2S. Rlw, � • _J I Wa, hington Coonty, Oregon, Cor veyod t,o SOUTHERN PACIFIC INDUS- t j ��, 1 TRIAL DEVELOPMENT COMPANY as PARCEL NO. 2, as described and recorded E a_ 3M \• �s' 1x l 2h!o - }r. Fee . 79-028306, deed records of said Washington Counll•, omore J ' ' I r3 1 UTILITY ; I N particularly deecrlbed as follows : BUiLUIIJG I PLE S GN- 1 I � •• �� a '9Q •� I \ T\ beginning at t` _ southerly corncr of Lot 45, FANNU CNEEt, ACRE TRACTS. U S a,Sld toraer bet,. , fin the westerly right-of -w*%y of S' W. 7?nd Avenue ( 40 y c.n • esster : y iin•2 0C sa� id L,)t J a.hc' •eft- r) y right-of _wa1. of raid S.W. 72rri Avenue 719 . 74 feet ; chance • i ---4' CO'ICRETE I al westerly along a 362. 46 foot: radius curve to the right ( chord bvarl, N ` SLAE e i , C'4o,�6 ' 31 ,, w 5 . 03 feet ) a distance of 5 . 03 feet• toa point on a line lyinq IQ o k i - } - \ • parade ) to and 25 . 00 feet westerly, when measured at rlgnt angles, OI r ¢ I from the centerline of said S .W. 72nd Avenue, said point being the T.&U w I P.11L.NT �; g�ctHr.NGr thence along a 382 . 46 foot radlue cure• to the U s \ I { > right (c'%ord bears N 59c50 ' 51 " a 313 . 77 feet ) a distanctr of 123 . 32 feet to a point on the westerly I } tie of Lot 46 , FM410 CREEK ACfiE TRACTS, ea td 0 ,nl ! point being also on a line lying parallel to and 50. 00 feet north- F- ro eaat,?rly•, when measured at right angles , from the centerline of thkmio TILITY POLE M main railroad t,: � _k of the Southern Pacific Tranap-ritation ;:om. pisny ' s U') j TlllamocX Branch; thence N 17045 ' 35" W along said :,oeaterly iine of Lot W • > \\ ' LIJ 46 rand pirol ) el with said main track ce:itr- rline $0 , 06 feeti thenca N o POL LIGHTS Z 890,11124 " E 290 . 66 feet to 11 oint on A line- tying par + i lel to and 25 . ^A < x z z �. I I p J 1 • 6' EXTRUDED--CURB _ I 1 y fee: r:er. .erly , when measured at richt �trlgl�'s , f roti the center : inQ cf u n- ^ 0 ` r 1 � I salcl S .W, 72rnj Avenua; thence S 0071 ' 35" E pporal lel with the centerline, U w of Held S .W. 72nd Avt:nu•e 225 . 71 feet to tine TPLIE POINT OF SkGINt1ING., r-+ rz ��`• �'- r 1 containlr,y nn area of 47 , 06i'c square feet , moro or less. LL z O G E N E R A L N O T E S �`•� LAND CAP I NV - J - W ` I U cn 1. All work identified in these construction do, � Re. -i tlrerefrbrr, an eAseinal,t for ret IIroa,.t , trana,porLai ior, and �.L.J 0 documents shall comnunic..ition purposeF over and across the southwester ! y 15 . 0 feet of tee•. I--, conform to all local, state and rational code the abuvi! cleFcr ibed tract of laid. z � requirements, including, taut not limited W to the :current �•�. M editions of U.B.C. , U.M.C. , N.E.C. , and N.F.P.AliW 2. The owner will provide a building permi'-, and pay sewer, water < and development fees . All other permits and fees shall be obtained and paid for by this General Contractor or the respective trade sub-contractors. 3 . No work is to start until the required permits are obtained. DRAWING% INDEX 4 . Contractor shall be responsible for coordinating with the SITE PLAN serving utilities to provide service to the new building. 5 . Contractor shall arrange for all temporary service, i.e. , SCALE : i ' -?.0' -0' C- I SITE PLAN • power, water and sanitation; and pay all related Qost and C-2 SURVEY charges incurred during construction. C-3 GRADING PLAN 6 . Contractor is responsible for maintaining a safe site, C-4 UTILITIES personnel and the general public from injury L- I LANDSCAPE PLAN Ai'PRO`' 1.� REVISIONS: 1n full compliance with local, State and OSHA T(CART) requirements . ,�- I UTILITY BUILDING CiT1' (-)i' V, _�/ DATE-. 1 - 16-92 7 . Contractor shall verify and confirm all dimensidna and T- 1 CANOPY AND ISLAND ELEVATIONS 13 ulG✓�^• conditions shown or implied on the drawings and SCALE: 10-20' -0' specifications, as well as the physical condition of the T-2 ISLAND PIPING c �/'!?►l site . Notify owner ' s agent of discrepancies priorto the TitS - - ------- T-3 ISLAND ELECTRICAL .� /�0� FILE RAME: MFIT7SP3 Uate, start of work. 8. Written dimensions have precedence rover scaled T-4 TANK PLAN dimensions. JRI� DRAM RY: i_ PHK T-5 TANK ELEVATIONS9. � \ Contractor shall provide all labor, material and T-6 TANK END VIEW APPROVED BY: equipment necessary to provide a complete project i ready T-7 TANK INSTALLATION SHEET! 51TE PLAN to conduct business. This includes all construction, installation of equipment and final cleaning. T-8 ENVIROFLEX INSTALLATION OF 14 • PROJECT NO: r' 1 r/t_l5J SW 72ND AVENUE 3235 .o:: n I` 3 FACILITY: -- METROFUELING ... .. rr.rcer'�h,e•"�3inif#r ir,nv.'.l-..,..zn.. . -:. uAT_ All �! " " •w'� °" -s�,. ti' IF THIS DOCUMENT IS LESS ' I ' ' I � III III III It IIr I I III III IjI III 111 III SII ' 11IIII I I III III III III 11 � tIIIIII 1 i 117 III III II1 111 III flI I I III IIf 1�I t ?111'i 111 IIIIIII I I I 1 C ! I + 1 14-L ( � 1 ,z OCTOBER 2f 199.5 LEGIBr E THAN THIS NOTATION, l� _ --� - __ i I �- IT IS DUE TO THE QUALITY OF -` - NoM 4b•:.2rF VflE ORIGINAL DOCUMENT. -- r --T g L TZ^ Z� 8l 3[ Li 4I 6I Ei �Zi iT T 8 L 9LZ 9�Z t,Z � 44f `` {{ ``��Il 11111lllilllllllillllllllll II 1111111111lillll IIIIIIII Illlilll IIIIIIII IIIIIIIIIIII111111111111111 11 Illi II!IIIiI!II IIII�IIII 111111111111111111111111111 IIIIIIIIIIIIII�IIII 11111111 iII111III11111 Wtlll III IIIIIIIIIIII�IIiW I IIIINIII �r . . . 2< :t� i5055 sw 72ND , 2i4 ;\2 «+. , \� \ �2G ;\\ \d \ � G dl � a W �r1Y®F TIOARD CiTYOF7 � CERTIFICATE OF COMMUNITY DEVELOPMENT DEPARTMENT" occu�raivry 13126 SWFWIBlvd. P.O.Box23397,TOW.OMW9=(5M)d'1?76 PERMIT #. . . . . . .. L�l_4=9 u�� DATE ISSUED: 05/26/92 PARCEL: 2S 1 l2AC--O J.80WJ ,ITE ADDRESS. . . : 15055 FEW 72ND AVS ZONING: I-L UpDIVISION. . . . s FANNO CREEK. ACRE TRACTS s46 '3L.00K. ... _._.. .....__..-_.._._.__LOT- ' j___.__ �____________..__._ LASS OF WORK. sNEW T ePE OF UFE. . . s COM tTCCUpANCY CRP. s B 1 17CCUPANCY LORD, TENANT NAME. . . s MET ROFiJEL I NO Remarks Construction of cmrjopy & 72sgft util bldg for card lack fuel facts L y. lwners --------______._._____._____ ME'T ROFUEL I Na, INC: PC) BOX 607 W I L.SONV I LL.E OR 97070-0607 Prone #: C;ant ratrt ar s _..______.-_._._._._.__...___.._.._._.. ____._.___-• PETROLEUM SERVICES UNLIMITED teal COLUMBIA RL.V I) LONGVIEW Wry 98632 pf-jone #s 206-423-2245 Reg #. . : 65317 , Occupancy of the above refer-enc ed building is t•,e:,eby given, and certifies the compliance with the stat* 01 Oregon Specialty Codes for the gr^oup, or--cuwAncy, ain�i eiv untJer which the r•efP.r•enced permit was issued. _ "' !_ )TNG INS CTO + IRE DEPARTMENT :'� 'C. BUILUI OFFI IAL POST IN CONSPICUOUS PLACE CITYOF TIGARDTEMPORARY C'ERTIF'ICATE CIfY 11i�71�D COMMUNITY DEVELOPMENT DEPARTMENT one" OF OCCUPANCY 13125 SW1WIBW. P.O.Sm23W.T19RM,Or•pon 97M(SM)M4176 PE RMIT M. . . . . . . : BUP92--00:'4 GATE: ISSUED: 5/8 /92 SITE ADDRESS. . . : 15055 GW 72NE) AVE' PARCEL: c S i 12AC--01800 SUBDIVISION. . . . : FANNCI CREEK ACRE: TRACT', J.ONINGs I--L. BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :k6 CLASS OF WORK. :NEW TYPE OF USE. . . :COM C:OM OCCUPANCY GRP. :B1 OC'C:I)PANF-Y LOAD: 11F:NAMT NAME. . . :METROf=1JEL.I NG Remarks : TEMPORARY OCCUPANCY FOR 10 D14YS FROM DAIL OF ISSUANCE. Construction of canopy & 72sq Ft ut i 1� bldq for card lark Fuel facility. Owner: _.....____.__......__....___.. .... ._.._._._.,_._..__...___.._............. . ... . ME T ROFUE=L I NG, INC PO BOX 6@7 14ILS014VILLI. OR 97070 •0607 Vlhonr- #: 682-3865 contractor: - --__.__....._._.__...._...._._.. ._..., _.._ ........_.._....._......... PETROLEUM GENIC ES UNL.IMIT(u) 1011J COLUMBIA BLVD LUf 1jV I(-':W WA 98630. Phone 4: Rog #. . 1 65397 Occupancy of the abovp referriir_.ed building is, `rerwbv given, and certifies the r.ompli.ane7e with the State Of Oregon Specialty Eodes for the group, oc't.mpanc.y, %nd ttsp. .mder which the r,eforenc^ed permit war, issued. F I Rr. mpiF RTMLNT U11 . . if; N_ .4 .i_1' ►P FSU I 1.1..)1 •AIC OF PW.3T IN C0NF2P"I"IJOW; PLACE PIN Vq TUALATIN VALLEY FIRE do RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE, MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR 3LDG. PERMIT I PROJECT NAME PLAN REVIEW 0 LOCATION (� S' -.c/ C-,4 _ JURISDICTION: 1= Be. 2= Du. 3= I7.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= PIC COVER FINAL SPECIAL FOLLOW-UPIR.i:INSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other A -4 li - 1 � � ✓ kms.-�- ___. Date: Inspector: 0 `�j 36 INSPECTION NOTICE city of Tigard Building Oepartaent 13125 SW Mall Blvd. Tigard, Oregon 97223 111 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:- Foot I ng nspection:_FootIng Plbry. Underslab Mech. Rough-in Appr/Sdwlk Founa: Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Liine� L� Gyp. Bd. -Mech. Date Regqueastedt_s-/ L1-1--� Tit I!ry) AM9PH Address � � Permit f:F^�/� [ 2•�� Builders —. THE FOLLOWING CORRECTIONS ARE REQUIRED: - , 2 1 - -- Inspector Dates \ APPROVED DISAPPROVED AlPrAM fubj OT to ABOVE Call For Reinep. i N . CITY OFTIGARD Rl,-.CElr'Y OF, J'.',AYMEN'T CHECKRECEIPT AMOUNT 992-2268"28000- 00 AMOUNT Q1. 00 METROFUELING, INC �,AYME:N I DATE. 05 06 NAWi �a1JUFtF Hifi f--)o Au I v I I ON WILSONVIIA.E. OR 97070- AMOUNT PAID PL)RpCjSr-� OF PAYMENT AMOUNT PAID OF PnYMENT MAss TRW�srr Tlfl-.' FEES TIF FEEG p-o(A091. 00 pM(lLjNT PAID n000. oo I1ISPECTI0N_F0T I CE City of Tigard Building Department 13125 SN Ball Blve_ Tigard, Oregon 97223 Inspection Line (Req-Cy-Phone):,639-4175', Business Phone: 639-4171 i Inspection: Footing Plbg. Ur.derelab Mech. Rough-in Appy/Sdwlk Found. Pl.bg Top Out Gas Line FINALs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. % Plbg. Underfloor Water Line Gyp. Bd. G� AM a Date Requesteds Time: PM�7 _/ /J_} Address: ��U� Pa� 1 s G�� r Builder: THE FOLLOWING COPRECTIONS ARE REQUIRFD: i Inapec tort - /_ Y APPROVXD _ DTSAPPROVEh APPROVED SUBJECT T, ABOVE Call For Rein4p. �tr6P4+CTION N(YfICE City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 9722 0-� Inspection Line (Rec-O-Phone): 639-4175 Business Phones 639-417: Inepection: � -- Footing Plbg. Underslab Mach. Rough-in Appr/Sdw_k Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Serer Framing -Bldg. Pont/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. 4 _.—_PH Data Requested: -- /� Addrees:_� Permit Builder:_ !_-`semTHE FOLLOWING CORRX&IO� REQUIRED: Z _ 1c.� Inspector: , _ Date _ . APPROVED DISAPPROVFD APPROVED SUBJECT TO ABOVE Call For Reinap. IN..PECPION NIML(M City Of Tigard Building n7223 13125 Bw Ball. all Blvd. Tigard, Oregon Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Plbg. Underslab Hach. Rough-in Appr/Sdwlk Footing _._-_� Plbg. Top Out/ Gas Line FINAL: Found. Poet/Beam Struct. San. Sewer Framing -Bldg- Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach Time: __AN PN Date Req•�esteds. --E Address:/' Perim t G Builder: TME FOLLOWING ODRRF-TIONS ARE REQUIRED: -- 1 �. -- Date: �2 Inopector: APPROVES DISAPPROVED APPROVED SUBJECT TO ABOVE --.-- Cal` For Relnep. !f SIGN PERMIT PERMIT )k. SGN92-0065 DATE ISSUED. . ..: 04/10/922 EXPIRATION DATE:Of//'D/ A PARCXL. . . .. ... .: 25112AC-01800 ZONE.. .. . . . . . . . . I-L BUSINESS NAME. . : METROFUELING, INC. SIGN LOCATION. . : 15055 SW 72ND AVE APPLICANT/AGENT; ROBERT FORREST BUSINESS TAX. NO: SIGN: FREEWAY ( ) PERMANENT (X) FREESTANDING ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 12" X 10.6' TOTAL SIGN AREA. . . . . .: 10 ®q.ft. WALL AREA. . . . . . . .. . . . . 72 sq.ft. WALL FACE. (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . . 17 ft. PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . .: NON DESCRIPTION OF SIGN: pgRMANENT WALL SIGN. 12" X 10.6' = 10.6 SQ-FT MATERIALS. . . . . . . . . . . . . 3M DECAL EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE. EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: -- DATE: 04/10/92 I t�rmit No_��_-vVfp� MY OF TIGARD SIGN PONIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shoGm in the aeccvT)anyinq pL.uts and specifications— SIGN L"TION ADDRESS: 15� S _21%J AVe ZONING: _� L NAME OF BUSINESS: IyI SOI fA&I I Kb G�----. — —� Mcfv4uel tp�j PttortE: _6 S2_, APPLIC�.NT/AGERr: ov _-- OaMPANY: ,T-u _ The City of Tigard ir�raoses an annual. Business Tax which Waist be kept current_ on all persons doing busine<s in the City. Do you presently have a current Wsine s tax? YES ;/' Pio ( ) U.L. I:ibel --- PROPOSED✓SIGN: (Check as many as apply) PERQNENr (K) FREEMM EW, ( ) FRM�Ry ( ) TL-'I- RAttY ( ) WALL (kJ EI,F�CIRDt1-C ( ) OTHfR ( ) BTTIDOARD ( ) BALDOOl ( ) SI24 DIMEN.STONS: 12 Vx -- EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.) - I0 1,- -- — — WALL AREA (-Sq. Ft.) : 't 2o►v�—�� WAIL J ACE: --- -- tE- aff (Ft) PR33=0N FROM WALL: $ I UJJMMMON: YES ( ) NO ( 1r) TYPE: COPY: — _,_-- MATERIAL.S: 3 M _ L-XISZr.. SIGNS: -- dZk AEKTNISrRATIVE EXCEPTION: N/ 1 X) APPRM--D ( ) AW KKM_�.% A'()'11 PLVOM4G DEPAF All sign permits must be accompanied by a scale Permit Fee: /601 drawing arta plot plan. If work authorized under Receipt No: °Is a sign permit has not been cxnpleted within ninety A�Lvvvd, EY: days after the issuance of the permit, the permit shall Lx-rome null and void. EZE3CII2ICIL PUMA' I A. 11I1AT I AM MIF RaD'MED Ot1NER OF WE r FE=RED: YFS ( ) No`AA oR 4 ACE Rr MIUKORI ) BY 711E OWNM- BUII!)ING t F?d4I'1 RFWIRED: YES ( ) NO (�) A110 lcint.Is Sigrhaf;1'• '1 ) C{7/tit�il'L�Z•11' �;�jt '•;•: /�� T1�lentro:r � I I � I I � I I A CANOPY SOUTH ELE SCALE: I/4' - I ' - 0' p� 0 r HOSE TBIBBOr /-S ISPENGI_ENSERNOSE D - - CARD READER / 1 I Z U � U F R S ; S � N I# .J �• C� C TpMtype - Single Line Configination I(G�C•,��i le+�.I Q�pn c�l Ic�L'vy r-i,ry OF TIE-ARD RFCEv:.,'r OF PAYMENT RECEIPT NO. 02-2P5846 CHECK AMOUNT 0. lialia 1v1E-'TRC,1FUEL.IN(-; INC CASH AMOUNT Moo W10RESS 15055 SW 72ND AVE. PAYMENT DATE c 04/09/W� '3LJBD I V I G T ON rIGARLI, OR 9,1883. V-'LJV,'POSE OF PAYMENT AMOUNT PAID PURPORE OF' PA*MrNT MOUNT PAID PERMIT FN SON 92-06 5 ill (WOUNT PnID SIGN PERMIT PERMIT M: SGN92--0065 DATE ISSUED. . . . : 04/10/92 EXPIRATION DATE:v6/m 9A PARCEL. . . . . ... . : 251.12AC-01800 ZONE. . . . . . . . . . . . I-L BUSINESS NAME. . : METROFUELING, INC. 3IGN LOCATION. . : 15055 SW 72ND AVE APPLICANT/AGENT: ROBERT FORREST BUSINESS TAX NO: �- SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 1.2" X 10.6' TOTAL SIGN AREA. .. . . . : 10 oq.ft. WALI. AREA. . . . . . . . . . . . . 72 sq.ft. WALL ?ACE (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . . 17 ft. PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 12" X 10.6' = 10.6 SQ.FT MATERIALS. . . . . . . . . . . . . 3M DECAL EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 I APPROVED BY: DATE: 01/10/92 Permit No--Sra CITY OF 'nGARD SIGN PflRmrr APPLICATIM The applicant hereby applies for a permit for the work -Indicated or as shown in the accoapanyinq plans and --q�ifications. SIGN IDCATION AD[iRC�: 1So` _ J Aw— zO['uc: --� IMP E OF BUSEWESS: Aie v-X m 11 N 6- N C- AA e-tvo —AAe-tvo e-1 oN, PHONE: ; 5 APPISCANr/AGENT: (XWANY: of Ti an arunkil $usirv_ Tax which mist be kept current on all personUle s�hir�g business in the City_ Uo You presently have a cwt business tax? YES ( NO ( ) U.L. Label pM110SfD SIGN: (Chock as many a; a PIY) PE 4QN Nr (K) FREE,"M MING ( ) FREEMY ( ) TQKPORARY ( ) MEL (k-) FLDMMIC ( ) 'Y EXPIRATION DINE: SIGN DIMEZZSIONS: _1-2.__x--LQ�--T--- 'xjML SIGN AREA (Sq_ Ft.) WALL ARF'1 (S4. Ft-) : _��.—._��.�t-4✓� � WALL kACE: Huai (Ft) : -1 -- 1::'-�,7DcrI.aN II]iLlrurgmai: YES ( ) No ( k) TYPE: —_-.-- COPY: q - - -- FASTING SIGNS: X2 X AMIRISIRATIVE [3 YPrION: N/A (�) APPRDVO) ( ) HOW Ma . t ARFA F'fANNING UEPA—ILIMfN�r All sign pezmi_Lam s msst 5e aeapanied scale scaleLJoY Permit Fee. drawer and plot plan. If work autdxarized under Receipt No: 9:! — 2S a sign permit has nut been cxWleted within ninety Aiprvved By' 1 days after the i�vranoe of the perm]-t, the permit Date- shall bocxxe null and void. EI11' tICAL PERMIT I 'IFY 77111r I API MME P.EJ00!4)FD CX**R OF 114E R.Epu Rm: ns ( ) NO AAT 17 i Y OR AC;FT�T :11K)RT 7 ) $Y T[IF OTVN BUTIDING 1 FZ tI1' --- -- RFXx1IR1•D: YF_S ( ) PN) c�)/[1•?11'I•�t'Ir T�3r.�� b��` 3QjbS 'IC 1e.}x).-r_ I I I CANOPY SOUTH EL 7 SOLE: I/4" - I ' - 0' iI lLE H HOSETBIBBOF DI S�PENSERSE CARD READER I i a p p O a o uu R = sls � N �O _ II II IJ � �— I I I I � �j - Ilfc inPotypc - SiMle Line ConfigUr8tion ��• a5C1�t �OTAI Qrp_.q p� IC�L'��, MP n i I CITY OF T I GARD - RECEIPT OF- PA rME NT RRC L I FST N10. 02--;r' 5 789 CHECK OMOUNT 66. 1c'.ci I t VANi.Ot.1UFR SIG1l CO C"ACiti AMOUNT 4A. 00 : 6615 NE`. MWY 99 PAYt+IF'.,UT rw)rE VANCOUVER, WA SUBD I V I S I(IN a 90665— IM- 0665_.I— PAYMFNT AMOUNT PAID Fsl1R!~C)E—')E" OF PAYMENT AMOUNT PAID I I IF Cf�X 41 . r' i;'tCiN E!6s.RM1'1 F 4�f.�N 9L -OCicE'� 25« 00 II f i ,it . OMOUN"r PAID - -? ESP+. 22 I I 14 i I FNXMRAPIKM INSPECTION NOTICE City of Tigard Building Department !! 131.25 SM Hall Blvd. Tigard, Oregon 97223 Inspection Line (Pec-O-Phone): 639-4175 Businees Phone: 639-4171 Inspection:_• Footing Plbg. Underelab Hoch. Rough-fin Appr/Sdwlk 1 r Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -B11g. Poat/Beam Mech. Rain Drain Insulation -Pl:unb. Plbq. Underfloor l/ter Line _ Gyp. Bd. -Hech. Date Requested:-- _Time: AM PM Addrees: 7-2 Permit ft Buildert THE FOLLOWING CORREr`TIONS ARE REQUIRED: Ole Inspector nates APPROVED nIsAPPROVEn 1+PPROVF.D SURJECC TO ABOVE Call ?o- Relnah. P� AIN q�< TUALATIN VALLEY FIRE & RESCUE AND r I BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED OCCUPANT rf !q C C. CONTRACTOR ' rJ( C I T ` c P A 1"�1,c J" tj Ll-j✓ i LIWO)(4 � BLDG. PERMIT It PROJECT NAME lo.-) - (��, p �j �I T I d�� PLAN REVIEW It -- LOCATION l r V dCEJ ?3, �t `4_x JURT.SDICTION: 1= Be. 2= Du, 3= K.C. 4= T� Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL !� SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Wails ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extiig Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover El Other u Date= �(f _ Inspector : 1 C1NOF 71FARDSITE WORK TWID PERM I T COMMUNITY DEVELOPMENT DEPARTMENT #. . . . . . . : SIT92-0& 13125 SW HWI Blvd p.0.Box 23397,Tigard,C*egon Of (503)6394175 SITE ADDRESS. . . : 1150555W 72ND AVE PARCEL: 2SI12AC-01800 ZONING: 1-1- I;tJDDIVISION. . . . : FANNO CREEK ACRE TRACT'-; (31-OCK. . . . . . . . . . . LOT. . . . . . . . . :46 --------------------- IYPE OF WORK-NEW PAVING?. . . . . . . . . *Y RESO. NO. : EXCV VOLUME. : CY GRADING . . . . . . . . . :Y VALUE. . . $ : 23760 FILL VOLUME. : CY LANDSCAPING?. . . . :Y NG FILL?. . . . . . SITE PREP". . :Y -j'i 1! 'Y -S RF''( RLQD?:N STORM DRAINS?. IMP RV SURFACE— :23760 sf storm drains, paving, ptc, remarks: Grading, for fo.kelinq facility. FEES METROFUELING, 1NC. type amount by date reept s S r,)C, 1, 2587. 20 JLH 03/10/92 224335 PRMT $ 164. 50 JLH CA3/30/92 5PCT 1- H. i-%*3 JI-1-1 wILSONVILLE OR PLCK $ 106. 93 JLH 03/30/92 ontractor -------------------------------- --lb-IROLEUM SERVICES UNLIMITED 101.11 r,01..UMBIA BLVr) 1-ONGVIFW WA 98632 rq-jorje #: 206-422-2245 L86,6. 136 TOTAL 65397 REQUIRED INSPECTIONS This Permit is issued subiect to the reoulatiors contained in the Erosion Control. _.___r-- Tigard Municipal -v, tion Insp State of 0�-e. Specialty Codes and all other Exr-�avcn aoolicable laws. All h,rk will be done in accordance with Fill Inspact int, ivaroved Plans. This oeroit will expire if work is not started Gr-ading Insp within 180 days of % suance- or if work is suspended for more Strm Drain Insp than 180 days. Strm Drain Insp f;tt-m Drain Insp Misc-. Inspec:tion Final Silln'Ati.tre : 1..1ed Bv .... .. Call for- inspection 639-4175 (,,Il,y L--)F TARD RECEIPT OF PAYMENT f4ECE I PT NO. s92-225370 CHECK AMOUNT .,ASI-4 AMOUN T 0. 00 NOMF s ME'I*RO!,"lJLLIN[-'i PAYMENT PA,rp 7 03/30/9;' ODDRESS a po BOX 607 CUFF I V 151 Ol", W I LSONV I LLE, OR 970'70-- OF PAYMFNI wouwr vpiv Pl..Jpr-,()C;E OF PAYMENT AMOUNT PAID 87. 46 164. 50 PLAN CHECK FE SUILDING PERM 8. 23 BUILD PER SW 72ND AVE 1. A I G(-IMOUNT P _ ._ `` AN XMsPECTION _NOTICE City of Tigard Building Department 13125 SM Mall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phrne. 9- 1 1 -V i Inspection: Footing Plbg. Underelab Hoch. Rough-in Appr/Sdw).k Found. Plbg. Top Out Gas Line FINAL: Post/Beam Strutt. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line Gyp. Bd. -Meth. Date Requested: �) �d ` `` Time: _ AH PM Address:—/��( �) _ Permit BuLlder: J ��✓ THE FOLLOWING CORRECTIONS ARE RBQUIRED: 4 V 11 Jnspectoq: _------... Date:_ s / l- �I APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call !or RAinep. MSPsION mOTICE City of Tigard Building Departsaent 13125 aw gall Blvd. Tigard, Oregon 9722.3 Inspection Line (Rec-O-Phone)s 6L9-417= Business Phone: 639-4171 Inspections Footing 1 Mg. Underslab Mech. Rough-in A ppr/Sdwlk Found, ploy. Top out Gas :.ins FINAL; Poet/Beam Struct. Ban $ --r~`) tFraming -Bl.dg. Poet/9eam Mech. Rain Drain Insulation -plumb, Plbg. Underfloor Water Lina Gyp. Bd. -Vech-_-�'� Date Requeuted: _Times PM Address:— "1 CT, Fermft B:allders_1C4S�1i;�K.-- THE FOLLOWING QIRRECTIONS ARE REQUIREn. IZ —r_ A_ 1 Inspectors _ — ��- --- ----------- APPRMD _ DISAPPROVED- APPROVED SUBJECT TO ABOVE .Cali For Reinnp. CITY'OF TIFA RD BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENn' E RMI T #. . . . . . . .. B U P 9 L,—0 1 Z 1,i"s 13126 SW 141I Blvd. P.O.Box 2j397,T,9Wd,OrePn 97223 (503)WO 4176 . i—,C+ ra �.aaUE `_SITE ADDRESS. 1'_fJ055 5W 7.]LNE AVE PARCEL.,- 2SI12qC-01 SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I—L. BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . .46 REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION— i:,LASS OF WORK. :NEW FIRST. . . . '.3060 s N: S: E.- W: TYPE OF USE. . . :COM SECOND. . . : S f PROTECT OPENINGS?----------_,.__ TYPE= PENINGS? TYf--,E OF CONST. .2N THIRD. . . . : sf N: S: C. W: OCCUPANCY GRP. :B1 TOTALr_-_--____: 3060 s ROOF' CONST.F) FIRE RE*T? : ,,' OCCUPANCY ',.OAD: BASEMENT. . s AREA SEP. RATED: STOR. : 1 IAT. : 14 ft GARAGE. . . » f OCCU GEP. RATED 35MT? :N MEZZ? :N REOD SETBACKS—--- REQUIRED--------------------- FLOOR LOAD. . . c 1215 Psf LEFT: ft RGHT: ft 1:71R SPK1_:N smm.,, DET. . .N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC:N Bl_DRMS- BATHS: IMP SURFACE:: 4;393 PRO COPR:N PARK I NG: VALUE. $ : 220000 Remarks: Construction of canopy & 72sqft util bIdq for card lock fuel facility s.7,B4O-00 TIF FEE DEFERRED UNTIL OCCUPANCY ---------- FEES LARRY P17CHEIY type amount by date r•pcpt 122 SE 27TH AVENUE PRMT $ -733. 00 JLH 03/24/92 —_ PLCK $ 476. 415 J L.1-4 1711 /20/92 a22108 PORTLAND OR 97214 F1 RE $ 29 2. C0 JLH 01 /21 i 92 222108 Phone #1 236-6000 5PCT $ 36. 65 JI.-I..1 03/,?4/92: SSDC $ P,587. 20 BCR 03/20/98 — PETROLEUM SERVICES UNLIMITED 10131 COLUMBIA BLVD 1-.ONGVIEW WA 98632 I-,!ione #: E06 -423-E245 1, 41E6. 50 TOTAL. Req #. . : 65397 ------- REQUIRED INSPECTlONS This permit is issued subject to the regulations contained in the Foot/Found InsP Tigard Municipal Code. State of Ore. Specialty Codes ana all other Struc Steel Insp apolicabit lmo, All work will be done in accordance w;th �;lAh Trisp approves Clans. Thic persit will mire if work is not started Framinq Insp ......... within 180 days of issuance, or if work is SIJSD#nded for sore Roof nailng Insp Insulation Insp than 18P days. Final losPectitin mLttee Signatures lAed Dy : C&II for inspection 639-4175 SEWER CONNECTION - P EFMIT CI�OFTWARD cffy IMID PERMi,r #. . . . . . . . SWR92-0115 COMMUNITY DEVELOPMENT DEPARTMENT 0"Mm DATE ISSUED: "P.A.BW 23397,Tow,oregm 91M{6091®394176 COMMUNITY F13126SWHWIDAL 2S112AC`Z11801z1 L F41)D RES. . 15055 SW 72ND AVE -S ADDRESS. . . : ZONING: S ION. . '30BDIVISION. . . . : FANNO CREEK ACRE TRACT S:46 . . . . . . . . . . : ____LOT. _..._. . . . ._ . :46 ---------------------------------- YENANT NAME. . . . . :METROFUELING, INC. FIXTURE L IJ5A NO. . . . . . . . . . .. DWELLING UNITS. - -- 1 CLASS OF WORK. . . :NEW NO. OF BUIL-DINGS: 1 TYPE OF USE. . . ., . :COM IMPERV SURFACE. . :237617 S f I NSI ALL TYPE. . . . :BUSW R y & '724;qft for, CA"4 lock ft-tel fAc--ilitv- Cori stv--ir:t ion of ca-10P FEES — type mmol-Int by date t-ecpt METRtIFUELING PRMT $ 1900. 00 JLH 03/24/92 p. Cl. BOX 6A7 I NSP, 45. 00 JLIA 03124192 WILSC\1VILl—E OR 97070-0607 l-.Ihune #: 682-3865 Lonty'act,vt': _------_- _--..._.--_ —ONTRACIOR NOT ON FILE s 1'34:x. 00 TOTAL ! ,I-ione vrl #. REQUIRED I NSPEC'r I ONS T-15 A,)pliCant agrees tc comply with all the rules and reoul3tIOns Sewer- Inspection cf the Unified Sewage Agency. The permit eApires 180 days from 'he date issued. The total amount paid will be forfeited if he oervit expires. The Agency does not qlje,..ntee the accuracy of the side sewer laterals. if the sewer v not located at the measurement aiven, the installer shall prospect 3 feet in all directions from -,he distance given. If not so located, Inst Her shall purchase a "Tap and Side Sewer" Pty-lit and the Q Y IN i install a late al. � rmi t t e e S i qTlat Ul"P Syl Call for inspection 639-4175 A CITY OFTI�ARDAFTW T..4 7 16A111D COMMUNITY DEVELOPMENT DEPARTMENT 1312E SW HS11 Blvd.P.O.Baa 233Q7,TiPM,Onqon 87223(603) &19-4176 P L L J71 VA1_BI NG P'E RM I T '- :, !7:,ERMIT *k#. . . . . . . c . 639-4171 DATE ISSUED: 03/24/92 '72ND AVE PARCEL : 2S112AC-0180� ITE ADDRESS. . . : 15055 SW ZONING: I—L ,LJBDIViSION. . . . : FANNO CREEK ACRE TRACTS :4 LOT. . . . . . . . . . . . . 6 :,LOCK. . . . . . . . . . . MOBILE HOME SPACES. tl'LASS OF WORK. . tNEW GARBAGE DISPOSALS. BACKFL.01,4 PREVNTRS. . -2 USE. . . . :COM WASHING MACH. . . . . . . U y CRI B I FLOOR DRAINS. . . . . . . rRAPS. . . . . . . . . JCLUPON WATER HEATERS. . . . . . CATCH BASING. . . . . . . :5 STORIES. . . . . . . . : 1 LAUNDRY TRAYS. . . . . . SF [RAIN DRAINS;. . . . . . GREASE TRAPS. . . . . . . : 1 SINKS. , URINALS. . . . . . . . . . . . . . . . . . . . . .. OTHER FIXTUPE6. . . . . : L-AVATORIES. . . . . . I SEWER LTNE ( ft) . . . . 9 I Ub/SHOWERS. . . . WATER L-INF (ft ) . . . . : WATER CLOSETS. - D.'SHWASHERS- - - - DRAIN IN facility Remarks : L 0 n s t r _kct i on f c a n o3 y q f t t i I b11111 for cai lock f'Jel Owner; FEES type amol-trit: by date t- _,cpt METROFUELlNG, INC PRMT $ 120. 00 JLH 03/24/92 - 1.5055 SW 72ND AVE. PLCK $ 30, 016 J L_H 0::,/24/92 - 5PCT $ 6. 00 JLIA 03/24/92 - fIGARD OR 97224 i ,[--tone #: i-ontractor: BEAVFPTON PLUMIING, INC. 13980 SW TUALATIN VAL-LEY HWY i.-3r.jIVERTON OR 97005 $ 00 1'01'()L 1-tio-,ie #: 643-7619 12889 REOUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Water Line ITISP- Tigard Municipal Code, State of Ore. Specialtv Codes and all other Rotiqh-in InsP a.colicable laws. All work will be done in accordance with lop-ai-tt Insp approved plans. This permit will expire if work is not started Storm Drain Rain Drain IrsInsp p within IN days of Issualct, Or If "'-k is suspended for tore Misc. Inspection ,hap 18@ days. Final InsPec-t "" ------- ci i,ted By - all for inspection 639-4175 J-*,(iYl,lt NT N()- f 8 IV) CITY OF TIGA (,,HECj� AMOUNT (Y' CA814 AMOUNT n 0. 00 INC, pAYMENT WITE 139M) BW IV F'IWY t3 1.10 0 1 V oMOUNT PAID AMOUNT PAID PURPUSL OF ) faYi*Ifwi�tl PLAN wol 010 INC, (IND OVE POTO oF TIGARD of.:- p()yMF,,.jq-j- RUx'VTP'I' NU. n P-2 25 O'l 4 0:,--A',K fIMCLINT a x''7;34. 1 P) cw3l-i AMOUNT 0.00 MF.'P:,0FUECA4(3-, IN CI 2 4 r If 0 X 6 0 v I's)T 0 Iq WTLSL)NVILIJ::9 OR 9 070- AMO1INT PAID mIRPOSE OF PA I:z NI of NG P.ERM 7133. 06 ST. 14tinD PER 61.5 1.900.00 SLWr-".R INSPECT 45. 00 ti IMECK PE.- ;>jqCo-ert-hi-t 19. 45 OVE .,.Iplo(,)N*r PAID 34. 10 INSPSt'TIor; NOTICE City of Tigard Building Departaent 13125 SII Hall blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 539-4175 Business�,te: 639-4171 171 / Inspection: ---�—� -7�---� Footing / Plby. Und6ralab Nech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL- Post/Ream Struct. San. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. -Hoch. Date Requestcd:_._ — Addreus:_L-L'� 7 Builder•__ THE FOI.LOWINO CORRECTIONS ARE REQUIRED: �s Inspector: Dates APPROVED DISAPPROVED _ *.dPROVED SUBJECT TO ABOVE G1I For Reinsp. INSPECTION NOTICE city of Tigard Building DePart-ant 13125 S11 Hall Blvd. Tigard, Oregon 97223 Inspec:tior Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inepectlont _ Footing Plbg. Underslab) Mech. Tough-in Aper/Sdwlk Flb To Out—� Gas Line FINALS Found. g P Poet/Beam Struct. San. Sevmnr Framing -Bldg. Poet/Beam Hoch, Rain Drain Insulation -Plumb. Plbg, Um'erfloor Wet,r Ltrto/ GYP• Bd. -Hoch. Requoetedt____ 4, Timet _AM �PH Date �— NddresssA45-015) t. h _. Porn it !: -4, Builder: ) -�7I /� s 'f FIE FOLLOWING CORRECTIONS REQUIRED: �' / Date: � '� 1i" �•'" Inspectors _—— APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE call For Reinsp. APPLICATION - STREET IMPROVEMENIT/EXCAVATION w COPY TO: ORDINANCE NO. 74-14 ��;�r' � -) ) (WHITE)-FILE (INSTRUCTIONS ON SEPARATE SHEET } (FELLOW)-INSP. I F F`�' (PINK)•OTHER ACIENCYbldg• , (BLUE)-APPLICANT APP170VED (� S� NOT APPROVED (;I I"OI. I IGARD, OREGONPr'LICATION NO.: _ -- PENDING FEE. PIIT. FEL AMT.: S (.I 11 I1.�1.E. 92= ^# =3 PENDING SECURIT" RECEIP 1 PUQL IC WORKS DEPARTMENT PENDING AGENCY 'OK" [1 BY— — UA — `~ / '� / �Z Ap). c,luun,Ir,d Progress Record — - - - - - - - - - - C'ENDING INFORMATION p FOR STREET IMPROVEMENT/EXCAVATION AS REQUiRt� MAINTENANCE BOND Jt I'[ NOING VARIANCE I ANNUAL EXPIRATI D TE: PERMIT NO --- - ---- - Lj?.TE ISSUED: ._-_tiL�Ul_ 17- BY: _ r) E3rYtE I tJ.G�O`.XIS'i'.OVER}lLA ADE TO EXCAVATE F'OR AND INSTALL `�IDE�dAGri �20N, ^ J. & WA'�LLFt ARS, - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT MSIR FUESLING, INC. P-0- WX 677 WILSOkiVILLE, NAME - OR 9707G-0607 UNKNOWNADDRESS — CITY CONTRACTOR _ PHONE NAME ADDRESS PLANS BY (sari, �9e attached) --c lrv— WA M F. ----�–.�_— PHON ESTIMATED IMPROVEMENT TOTAL VALUATION ( COSTCITY: � 1V1 `_ ( b_ LLwRs (?I EXCAVATION DATA. - ;w oFr,C ustM : �' - - '__- IN. 0.04 X s.$._C) �, �q2 CC STREET C`ESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED —�— TYPE LENGTH WIDTH DEPTH ITEM ITEM DATE I PE _. � QUANTITY iARKS/TYPE BY STREET l j .�1Vf3nL' Tee IN) N D - 1NSP C R TION E ESTIMATED STREET OPENING DATE:-—-__ / U — — E --— ESTIMATED STREET CLOSING DATE: / S - E -- ( 11 SECURITY NO. _�__ _ ----- - ---- _---- ,�- D _ SECURITY AMT - �.�J7.00 ST'F7EET --- SURETY CO.: -- �-LOSED CERT I F I E FS C.HF:i.H - FINAL. CASH n BOND INSPEC. (4) PLOT PLAN: INDICATE SITF PERTINENT PHYSICAL — FEATIIRES: EXCAVATION LOCATION AND EXTENT. SPECIAL PROVISIONS / :ONDITIONS: • ��k J ty ',..ity Inspector Carl Vieweg rs Ora s arcing ;14*844ie Bents, � - SW 72NL AVENUE; - y.io.� fn.-. 21 ad mb-a 111 ��. _ IIC109Ek]IF • Jlb ,� { o ` ` - - - - -4. ut t e pr e- < 1 ! I . - no es. ca on F e c. aE.;a -- Mi ! work area---", i ons o r D. WL 15055 SW -i2nd Av I ---- —_ appy. NOTE THE CITY OF TIGARD DOES NOT, HE RIGHT OF W/,y .IURIFDICI'ION IS THAT OF WASHINGTON COUNT? ORnTO APPLICANTS THE STATE OF OREGON ONDUCT WORK WHERE THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, T'O COMPLY WITtl ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND Et:PLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE: _ DATE 1 � / CITY OF TIGARD - RECEIPT OF DAYMENT RECEIPT NO. :92-224335 CHECK AMOUNT 2587. 20 NAME : METROFUELINC31 INC CASH AMOUNT 0. 00 ADDRESS : 25115 SW PARKWAY PAYMENT DATE 03/10/9- F 0. BOA 607 SUBDIVISION W I LSONV I LLE, Of"" 97070- PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID MISCELLANEOUS x 587. 20 _ __ FEE IN LIEU OF WATER TREATt4I=NT FACILITY/72ND SITE TOTPL AMOUNT F'AID - - - -> 2587. 20 -- �}y.-J+��MV•�S�$'l�N��'�''';,•:'�'•..;tS..hiu,•. _. ..'.v:�4'.iv1ivMd'J • ai+, !ii'i tli'Pan.. .nwO�lQ�tb.1H}t�•h•--•. ..tea• :w.e..,tN�4a�w+k++iAM►•hiv N�v..ew,.-+r N.:. . �a ie? 1 li', w Vendor. # 25929 j T i GL Code 169. 1000 Fee in lieu of water treatment `_acility at new 72nd site 2 , 587 . 20 DETACH THIS PORTION FOR YOUR RECORDS Wem One tik. 24•6e 12 fG"-'ESTQYE .180A Center Street N.F. __ B:I :K Salem.OreQ,mN73111 J ! l 4 I METROFUELING, INC. 111 b 1: i'A{1r(WAf kd, .r. P O BOX 6107 WILSONVILLE.OR 97670 UATF3/4/92 I *Two thousand five hundred eighty seven dollars and twenty cents* 4- 587 , 20 I PAY TO THE ORDER OF City of Pigard 00077' '1'611, 1: 1, 230008t-fill: 131100056001,031" I I � tw► nea TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • Y.O. Box 4755 • Beaverton, OR 97076 • (503) 526-1469 • FAX 526-2538 February 12, 1992 Metrofueling, Inc. P.O. Box 607 Wilsonville, Oregon 97070-0607 Re: Cardlock Facility Pacific Pride .15055 S.W. 72nd Avenue 619OD-158-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988. editions of the Fire and Life Safety Code (UAC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and .regulations. Plans submitted to City of Tigard Building Department and referred to this office for the above captioned pzcject are conditionally approved subject to the following items: 1 . Tank Permits: This letter shall serve as a permit for installation of .12, 000 gallon diesel tank, 12, 000 ga'1on unleaded gas tank, 10, 00u gallon regular gas tank, 10, 000 gallon premium gas tank. 2 . lnsbections of Tank and Ping Installation: This offi�-e shall be notified 24 hours prior to anticipated installation and test times. Inpsecitons shall be made of pressre tests of piping and tanks and inspections shall be conducted as required by Uniform Fire Code. Fire Extinguishers: Fire extinguishers were not found on this set of plans . Fire extinguishers shall be installed j in accordance with Uniform Fire Code. i 4 . Address of Site: Address of this site shall be posted ir. a plain conspicious space where it can easily be seen frcm the street during severe night gime weather conditions . "Worklnp"Smoke Detectors Save I %es Metrofueling, Inc. February 12, 1992 Page 2 5. Approved Plans on Job Site: One .set of approved plans bearing the stamps of the building department issuing 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 durinq re(;uii ed construction. inspections. UBC Sec. 303 6. Required Occupancy Certificate:_ Prior to the use and occupancy of the project (space) , a cert.:ficate 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 526-2.502 . Sincerely, lieLL Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building- Department I -71n g 71 DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE APPLICANT: 446eyel .-eY WORKSHEET ow : �r e- (FOR NON-SINGLE FAP,fILY USES) MAILING ADDRESS: CITY/ZIP/PHONE: RATE PER t . OlC 9 7070-OGD _LAM D USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL_ _ $138.00 �S/ /ZAC 7L/eOd _aMNESSAND_QQMMER IAL $35.00 SITUS NO.ADDRESS: 1 S 5A) IA L A i 33_00 INSTITUTIONAL $57.00 PAYMENT METHOD: CASH/CHECK CREDIT INST'TUTIONAL ONLY: BANCROFT PROMISSORY NOTE LAND USE CATEGORY 'DESCRIPTION OF USE EKOAV AVG TRIP RAT WEEKENUAVE TRIP MT DEFER TO OCCUPANCY BASIS: IF 194e p �a q,OU �� -- N07r Z RWP5 A-r SEC�ri y To A PAiP,rrv� t�imP. �� :c Z f�-�,��n5 Arid Tr�� f}i�vr �r�P A•P,� c�w�v�,� i)s o�•E, CALCULATIONS: --� !- Vi05 X X06 dt- FI* a4�/L/U T,2i��; X X i0 ,r 06 = I ZFBo�w PROJECT TRIP GENERATIOW -- Ta� t_ �Im r �u _ z8 oa-0.vo I ADDITIONAL "NOTES- FOR ACCOUNTING PURPJSFS ONLY ol, vo PIIFPARFD By -~- !.C: WASHINGTON COUNTY -------- - ------- -_� _ _--- � --- TIF NOTEBOOK form tit10 r I h CITY OF T 1 GARU PLXE I 1`'T 01' PAYMENT RUTIE I P-1 NO. S t;HECK AMOUNT z 69. 65 t;FlSH AMOUN1 NAM'. R I TC;NF:;Y, I..ARRY PAYMENT VA I<r A!!I;' 1. a 1165 I A I"W ,T REF T NE C-)(JCtf,)f v 1 S 1 Oil I: SRLEM, OP 9730t— PAYMENT 7:30t -PAYMENT AMOUNT PAID Pl.112F'C SE OF POYMENT AMOLINTL PA I 476. 45 TUAL OT I N VAt t- I ' I i �i.. r11+101.JNT PPI.0 1 r t: T,. ^IIS;'i'Itul1!I�,L,1N�; (_'APDIJ)(' t FACMITY WA'I'C;It QU 11,111 DFIS I ON JANVARY 10 , 1992 Prf,t)rtl'ed hy : 11n i•Ijol, I:t►x i iivet,i list 971 NI: :Wfi Avr. Vnt►r.ouver Wn 98665 I-ne_ititt Rr.lect.fon : The pI'Or) std r_nI,dIrlclt I'nrilil } hn�: t.wo r' isl.incL at ens 1hni, rite Rub•jecl Lo vol lri•Liort of wntor• and rlthvr liciuidR , The f'ur I ; ng nt•r•ng nrld I,he imved mnnrtivr..r•i nq ni,nna . The f't.tel i tg ar•rn is rctver•r_c1 141 t,h n cnnopy and L.he rnnw-11vrr•itg nren is npett . The covered cnnop•v nren is Rtlb.jrrA. to m i nrlt• f'11(11 dr•i ppi ng rind wn3h drlwn wil.h dclr..rgents . This siren is rcl.l.ler.ted i.nt.o a RyRtf'm f.hnt. i s i1i prod to nn o1I / wnLer• sepnrtlt.or•. The Ott / wntr.r srrpnrnLclr then dt•nins tel the snnitnry seller. pnwnRLrrnm from the c1i1 / wnLer srpnrntot• rind prior t,o the snnitnry sewer- ine n vnJve has be.t.in pinved in the lint' . The vnlvv will allow s11111.1,ing offthe (Itninnge Ryst:em Rhrrltld n Rpt 11 clrr►tr. The oil 1 / wnt.er get)nrnt.c.lr• has beFn elvers i yed Lo pr r1v i dr ndcf i I i rinn I srt fe Ly I'nc Lnr•R sl►r,u I d n spi I I oc•cnr• . Thr. Lype of i' 101.1tL•r used frlr• rJnl F-r' rtunl I Ly far Lhe 11110ovet•rd a""` W[iR ate 1 rr t rid it) ItccvI'd znet? with Lhe Surface 140.cr (�un.t i t.yt.1r.a : rrhn i.rri I C11 i dance Ilandboolt . Appendix it vtirit.ahis n fnciI itieR ReJecLion Lnble Treble U- 1 1 whi h irdicntes t.hnl VrigeLnl-.Pd SrJnlcrR tare 41ril,nhl.tr Fnr n.trny wil.h Rlnpes less I..hnt► 5 The table n I so rrromrnr,rlrl. 11gr of town I rs frlr Nutt•tr.,n1 t rrgc>1 rl I . i'nar V- 10 c1f fill (.nirfnnr r• Il;rndl.unk slntes t.l►nt the " urge+LnLrd at:rtlrrs nre rr►Iv►1,Ir of renlut'it►g 1111 to 85prrr.eltt. of Lut.nl phnRirhotus . The swaInm nre nlRo Fffr.ctive in r•rmovnl (if ()I ] should nr1}• be tr•nr.ltnd onLr1 t.lte R; I.r. . The �•r90,nt,r�rl RtOn t rR nre des i g►terl ill nrrordnnrr with nppAnd i x C n f I.11P tlu i rintirn Iia nd horrlt . Mn i n •tnttce Thr nrrtl r1f 1.11r R14111rs will 1w pinntrd ns n Inwn nvena t.IL11 1(rnt.uclly blurgrnRR . Thr tegnirrd nlrlinl (,11Fi c-P 14111 include f hrfnl lr►lting , R4111 " 14i I I 11r mnwr,d n►. IrnRt tt:jic^ n gent. - The. rut.t i rats f rant stowing will pr•crmpt l y t• moved 9r.d i men 1, w i l l Ire removed by hatlrl i f' n 11111,1d It!, ncrrtrs The gt•tlss wi I I hr- wntrt•ed in thr Rummer• MF_ I I'M f'UE(.It If 3 74'ND hVE. . P.I0rlL f r'tA17oN '.!,WhLF. DESIGN Thi.s d®sirrr1 1 ', based ort the i IIr- t-rn.i t. i r.)n p sPrlted in the parer ti. tIed " f3iofiIt.ra(.i ,.)n ";yr,t.r-!rna= for SLc)rrn Wat.c►' Wality G011 lir-loArlibm- I'ari9" by By IlirrlIl . Ilrimt?r' , rr:I' Munic+ipatity of hint.rar+r.%.litall t;r.-jttlp ; r t al . Nr)RN ^WALE Preliminary iter icyrt i . Crestyn Flow dpi (.,'FS 2. Slope ar c;wale 5. Vegetation - Urban type vn(.irit.rat•i011 (W>.ntat' design height 3 i nclhar.) Hioriltrat,i.or, c/ap.�ctty 1 . Height n vaOt7trtti.OfI in t.l•tr" winter• - Dopth or f1r�W - ,�" rlr,))<. Mannincls n = c►.U7 3 Swale shape - I.► ,ir,epc�l�ial 4 . Base width �eA at.t.nrhnd print,ouL - Depth = Ii ' 5. For W - . 45 cf r, 1 o = . �2 s.:f 7 . Si rrr:e v 1. . 5 f r)2, r,r•Ucepcl wi. i h st r►ti l i. l.y L t :'ibi l i ty r;heck I - Firtw r•.ato ror' iun yr- star m - .94 ofs Ivea 2 1 'M I Ve-ye f a ti on rover - Urban type± jr•,j,3nr"s �. Uecir me of r etar-dance from t.ahie b-2 use low declr �e of 1-eL.arli,,111'c-S I) 4 . Ma>:imum per-nriss,ible velocity - V max = S fps ( from table I1-3, ) rl GENERAL NOTES 6 11/2106 11/2 is - GIRDER 12 -0 32 -0 2 --4 to 3 4"DIA BOLTS i 1 . GENERAL: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH E 1988 x#20 GAGE GALVANIZED ___ _ �____._ __- �.___ - --_--._ _._____.___.___..—_ ___.._r____,�.. _--______.___. ____. ___ _--_---_____________ ewe ---- __-._ (TYP 4 PLACES} -- ROOF DECK. SEE 13'- 0" 13'-0" 16'--0" - -- 1/4" STIFFENER PLATE UNIFORM BUILDING CODE. 0 10 2 --- ► • --- - ..i,. - - _- ! Ir- 2. DESIGN LOADS: w i l _ i ► I I - -- � - __ _ _ ( __ i _ _ __._..___.•_.._...,_ ________ I � �-` • i`I " SOW 25 POUNDS PER SQUARE FOOT PL 3/4 x12 x1 '-4 WIND BASK WIND SPEED = 80 MPH, EXPOSURE C W10 x30 _ �_ _ W10 x3000 I SEISMIC ZONE 2B 1 -T__ / - • ��% t 7 1-609 3. SOILS: IN ACCORDANCE WITH UBC CHAPTER 29. SOIL CLASS 4 ASSUMED { 1 1,18" PLATE RING - -'� { I I 1 g TYP (SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL OR CLAYEY GRAVEL). / CONTRACTOR TO VERIF MATERIALS BEFORE PLACING FOUNDATION �► CONCRE-TE, ALLOWABLE BEARING PRESSURE - 1 ,500 PSF. ALL W10 x30 i W1200 - ---- ---- -TS10 x10 Y1 /4 FOUNDATIONS TO BEAR ON FIRM UNDISTURBED NATIVE SOILS. ALL FILL BEAM--SPLICE � I -� - T ! ADJACENT 1'0 FOOTINGS SHALL BE PLACED IN 8" LIFTS AND COMPACTED o' i o { (4 PLACES) 0 1 I ,_ TO 95% OF ASTM D 1557 MAXIMUM DENSITY. I I x SEE x N I DETAIL I x I I - _ - ,. _ _ __ � ! �- 4. CONCRETE: MINIMUM 28 DAY STRENGTH (f c) 2,..J0 PSI, 6 SACKS 1 3 W10 x30 W10 x30 'J MINIMUM CEMENT CONTENT, REINFORCING STEEL: ASTM A 615, GRADE 1/4" PLATE STIFFENERS (TYP)- I ( 5. STRUCTURAL STEEL: SHALL CONFORM TO ASTM A 36 OR A 500. BOLTS EACH S.DE AND ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. ALL WELDING SHALL o, ___-- 3/16 V1 1 ;/2 CONFORM TO AWS D1 .1 . ELECTRODES SHALL GE E60 OR E70. ALL WELDING I W10 x30 W10 x30 00 GIRDER ---- ---_---_ u-�-- - _ PFR i t - TO BE PERFORMED BY AWS CERTIFIED WELDERS QUALIFIED TO FORM THE � - - - =_ 1 --- _--- -- -- -- - -- -- - -- - --------�--- -- -- - - REWIRED WELDS. ROOF DECKING SHALL BE 20 GAGE GALVANIZED DECK � 3„ '--_._ 11 '16" HOLES FOR 5 !8" BOLTS, TYP 4 AT EACH WITH 3" STANDING SEAMS AT 16" O.C. AND SHALL CONFORM TO ASTM ---" A446 GRADE C. W10 x30 ��_— -- - - - - _-- -- � _ _ ASSEMBLY POIN CD BEAM RP,Ac;ET SEE TOTAL; CONTINUOUS -- ---DECK. CLIP SEE s� V - GUTTER, TYPICAL_ 1 --d SECTION fl QEF_ PLAN -- ``— TYP #8 TEK SCREWS - #18 GA. BRACKETS I I ,;USSET PLA E i_2 x2 0 48"OC y ti i -•�- TYP , �� I � 3/8" PUDDLE WELDS, �•- ' - /TYP 1N10 x30 N #20 GAGE \ TYP ® EACH JOINT I �1 16 T7< 7 GALV FASCIA _ - -- ----SEE 6"DIA OPENING FOR , ELECTRICAL CONDUIT --- - 1 " THICK PLATE _____TS10x10 x1 /4 ' #8 TEK SCREWS � --DPAIN PIPE. DETAIL 6 _ - �__,--BASE PLATE, DETAIL ' �1 SEE -' Olt #10 TEK SCREWS x n � � ® 4'-0" O.C. TYP 9/16" HOLES FOR 1 /2" MACHINE B0T' 4-4-- 1" DIA BOLTS —8— #5 VERTICAL n 2-- #14 TEK SCREWS - _ W10 x30 - _. -- �� -- u, W;'' PL 3/8 x3 x3 N W;' 18" MIN EMBED 7- #4 x HORL_ ��- �� x2 x18 GAGE @ 12"OC MAX CONTINUOUS 0`. -R BEAM 45' CUT AND BENE AS REQ'D . - o L4'-6"- SQU A� ---{" �r; ---SEE 8 U 2 x#14 !EK SCREWS / 0.7 / ' / SECTION 2 . , ;, --- SECTION -- 2" SQUARE PVC 1 /4" -? �) ___.... OVERFLOW ,SCUPPER 3/4 W 1'-0 _ WITHIN 12 OF EACH R ,. SPLICE PLATE 1 /4 x8 x8 � �- PL 1/4 x8 x5 3/4 ' EACH SIC` (2 TOTAL) i , GUTTER DRAIN) k? TOP AND BOTTOM ------- --__ /'I ----3, 16 DECK CLIF DETAIL 10 N 3 Go n ! _ 1 /8" WASHFR 0D- 1 1 ,/2" - CITY of 1 e"A - n -s---�' -- -_ Cnndltlonally Approoimd ................................... ..� 3/4"DIA BOLTS 1 _ -- _ --_ ==-� ��,� �� '� � 2 I /2�' ! `�.--�_r - '' " p� _ �r-Rana _ 1 1�2 <ONE SIDE �, : , BESTWC�RThi RC�MMFL. ............. . ....................... TYP, (6 TOTAL) -� 1 L ��T _ TYP 1 � ONLY, TYP / I TYP Attach................ e / -- -- Sc�o letter 40: -oiiowr. ............ ........... / INC. •--- : •.I �; / . DECD CLIP _ _ _ DETAIL 3 �s. �� 8 (206) 481 --266 1 8'�0 $29 8211 �rA,,�` �_� 2cf w 1 1 /211 0" N -H, ,;,�' NO SCALE - "Wheat quality is as imparta7d as the price" Hy: date designed b KSI_ �� , _ revisions PROJECT LOCATION drawing number Kramer, Chin � Mayo, Inc. ('" JAN 9?_ drawn b RSM ESTWO TH ROMMEL 92009 1917 First Avenue -- - --- -y -~�-RJM '� B , A R, PACIFIC PRIDE sheet number scale checked by 4 36 -O X 85 `-O CANOPY TIGARD, OREGON Seattle, Washington 9810" AS NOTED approved by R of 15055 SW 7.:.hJD AVENUE n .,'.A.... IF THIS DOCUMENT Is LESS til IL�.I. I ` _1�L�r � I� r~I_��iI�—I�--� I -- �rlll _� I.�� _'_.� �-,I�_ � I1111111 � 1 �I� �I� II� 1 , 11111 �llIlliiY1ll►1►Il1lllllI► lIit(lll iIiiiIiIlIi 1i1 �I � � O. �CTULEF2G 19 93 0 11 LEGIAIE THAN THIS NOIATION, � � 0 3a•A, +~..___w..�.�.._.�,......�,�. . . . I uL IT IS DUE To THE QUALITY OF No.96 I IIIIIIIi! ZIlil�ll�lTZllll !OI ZI I I IIII�I�IIII�IIIIII IIII�III! IIII� - IjIIiI1�1��I IIIIIII�IIIIIIIIIIII IIII�IIII III1�1III IIIIIIIII Illl�llil I I111111I�I�II�I 9Illllll�4lilllllll �ill�l llll�IllL Ill naIHI URIGINAIDOCUMENT , Zi IT t 86 ► zi1I `` i I I I I�IIIIIIIII�IIII II►►►IIIIIIIII�lllllllll i i� II III II III 4�11I Illi l ll l Ili l III t mrs 0 Orlproxim,it,joll of V1*%, from f Igure D-2 VI? uompu to P - R = VR/ Ymmx : 't (1/13 (). F.1 V, t';omtrutQ. aULLIA1 VP - VR 1 . 486111 X 4 . 11 rompa r F, tri.,^tj VR with aot-uiml VR 4 .n vs. 4 . 11 P). ('OMrUt,P- aCtLfaJ V = VR/R = 4 . 11/ .8 5. 11 V t S. 11, fps. = 5 f r1s, (OK ) 11. Crimpu te, required 11 for s tab I I i ty A = W/V = Q4 / 4 . 11 = .23 sf t2 COMPat-M A 3 L-lb j 1. 1 ty with A b i m f 11, Le r Stabi. I itY A = . 23 sf Whioll is .1 es� Lhan �Iarlaoi ty A . 52 sr ( from s r.ep s 11 Depth of flow - Y = 0, 1-3 ft ( -zmp, Pl'illt OUL ) 14 . Total depth of swale - Greater depth Is 0. 0 ft. . adcl I ft r,3t- tot,11. tippi'll of IS . Cheok CaPncl Ly of clh,itmal. inc-1 ding freshom-d with r) Y S ( See Pt-11ILCAlt) Q celplriity = I?. 5 cfcm -94 ofs (OK ) 16 . (10amplation step: thm len-Ath of swde ,,Avillabte is 100 feet , The width of the base as 1-mquired for bi.ofilt,ratiom 2 .e. feet, ) is doubled to a width of 5. 2 feet . 0,01-1114 SWALF-: r,rel i fil I ma I-Y Desig m 46 1 . Design Flow 0..3E, a f t ( At-en 2 jjr� l . p ) 2. 91opo of sw-i)e - 5 3. VrigetMAtim Ut-Liall type veyof.jilioll ( Wilij,el I j I- 3 inches. ) f El.iofiItraLfoIi 1—%pic-ity 1 . 14511 lht. of vecintation iri t.1-1c, winter• - 3" DCFTLla nr f.1 Ci 4d 2 Ila oni ricj s 11 = i), 07 wa 1 e shape - L1*,ipezo i da 1. 4 . Fuse width - 1 . 74 ' �i.c10 t:;lc,Kres 3.- 1 See ra t t lclind printout - Depth 5 . Fur y = .36 t>fs , 0 = 0. 37 sf b . V = 0/0 - .36 /0.37 7 . Si.nr.Fy v , 1 . 5 fps prnoce?d iii tri !!,t.,71i 1 i ty r.lrr.ck. Stabi I i I,y Cheek I . Plow rate for 101) yr 15 cI's (. ares•, = . 22 co. , C t = 3. 75 )MSo hy(11'010gy Sn�C.jr)n) 2 . Vnge tot ion cover• -- l_lrb,lri type 3. bed'-en of retardance - from tnblg 0-2 use low doyr en or r•eLardotic:o Cr 4 . Maxa mum Permissible velocity - V max = 5 fp^ ( from tab Le D--3 ) S. 1r-ial n - use 0.039 6. r•appl-aximat.i()n or. Vp, - from figure d-2 VR z 3.2 7 . Compute R - R = VH/ Vmax = 3.V/5 = 0-64 R. C;ompll fP 3C tLIS 1 VR VR = ( 1 .4tt6/h ) X ( Rt . r. sI ) X ( r S a - 3 14 9. comp aI.P trial VIZ wi th VR - 3. 2 vs, 3. 14 4. 10 Compute ao tua l V - V = VR/R = 3. 14/ . A _ 4.9.1 V = 4 . 91 fPS ' S fps, (UK) L 1 . Compu tv requ i t e'd A for s tab i 1 1 t.y A = p/V = . 75 / 4 q1 t2 - romaare A statsitl ty with A binf ilter - S t'"t) j t 5 Tt f W I i h i I C!a r i t y A . 37 S,f ( f rein tep 5 13 Dnr L It r)f f I y :- f). 14 f L Pt'itlt OUL 14 1 c)ta I dopt,h of smalm. depth i 17 ft. , (:1(.h L r L r+. r t.+:+Y.,,1 ��Ppth f I 1 7 ft . +_apacity of clwmnct i I),:.I ud I 1).3 f.roobn"Ird with y = t . 17 , 0 L b 3 see pr J.m f oij t Q r."l C:i t y = 1 s 9 rf 5 5 C.f The ienyt.-ii of the Swale is IoCl Fort. III _ L.jiji 1 . 74 fep�t _11 required for j -A!!n(I LC) 3C) ft La Lei .......... PIAN-MADE CHANNELS VARIABLE'S LIST: : Y - FLOW DEPTH 11 - CHANNEL BOT I'OM WIDTH S - CHANNEL SLOPE W - 11,01MATF, M - CHANNEL SIDE SI,UI'E N - CHANNEL ROUGHNESS VARIABLE TO IIE' SOLVED ( Y ,Q,B,M,S Ul? N ) ? 11 N orz 1-� Sway v ( 17111) ? . 167 7 tzESul,115 9 (cFS ) ? . 45 M ( FT/FT) '? 3 11= 2 . 1)2 FT S ( FT/FT) ? . 022 A= 0. 52 SF N ( F'r" 1 /6 ) ? . 07 to= 3 . 69 FT V= (1 . 96) FE'S F= 0. 40 SUB-CRITICAL FLOW <Shi ro <Ir•L Sc.-> pritiL < pace Bar), back to menu -------------------------- ----------------------------------------------------- PIAN-MADE CHANNELS VARIABLES LIST: L-6 Y - FLOW DEf'i'll i1 - CIIAMNEL BOTTOM WIDTh S - CHANNEL SLOPE O - FLOWRATr' M - CIIANi*.l. SIDE SLOP1. N - CHANNEL ROUGHNESS VARIABLE TO HE SOL,VE'D IY ,Q, 11 ,M,S Ott I ) ? 11 Y ( vT ? . 167 uF,SUI.1•11S M ( FT/FT) ? 3 11= 1 . 74 FT S ( FT/FT) ? . 03 A= 0 . 37 SF N ( rT" 1 /6 ) ? . 07 f= 2 . 80 FT V= 11 . 96 FIS I'= 0 . 46 SUR-CRITICAL FLOW Sc:> print. 01ei.11r•11> r•rprrtl. <Spnce Bar) back to menu MAN-MADE CIIANNRI,S VARIABi,F.S 1,[Sll': Y - FLOW HET'1'll 11 - CIIANNISI, iIO'I"!'OM W I I)'rtl S - CIIANNFL SLOPE CO - PLOWHATI: M - ('11ANNIs1., SIDE SLOI'1 N - CIIANNEL ROUGHNESS VARIABLE TO HE SOI,VF:I) ( Y,Q, B,M,,S OR N ) S' Q (CPS ) ? . 94 Itl?sl!I,'1'S 1) ( ri.) ? r . 2 ------- M ( FT/FT) ? 3 Y- -- 0 . 12 FT- S ( r'r/FT) ? . 022 A= 1) . 67 SF N wri /n ) ? .037 1'= 5 . 97 FT V= I . 40 F1's P= 0. 73 SUB-CR t TICAL FLOW <Shift,> <I')-t, Sc-,> print. <llet.ur n> r(,-)Vnt, <Sliacn Bnr> back to metier ---- - ------------------------------------- ------------------------------------ MAN-(MIM ('IIANNIms VARIABLES I,I S'1': Y - FLOW imvr 1 B - (AIANNi:L IMT'1'o�I W 1 t)'i'll S - CIIANNEL SLOPE 9 - Fl,c)WRA'I'r, M - CIIANNVL S i t►F; SLOPk, N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y ,Q, B,M,S ()R N ) '? Y SCJv i""H Sw A(� Q (('FS 1 ? . 75 RF.SIJL'rS rl ( r'r) 3 ---------------- ----------------= M ( FT/F'1' ) 3 1'= U . 14 FT 5 ( FT/PT) ? . 03 A= 0 . 111; SP /6 ) ? . 039 t'= 3 . 86 F'i' V= I . (; I PL's r*= 0 . 81 StIll-CRITICAL, F►,OW <Shift.> <I'rt. Sr> print (Return) reprint. <Sr)ace Bar) back ruu to m --------------- - -------------------------------------'`--- ----------- ---- -- A P,4- c L N C r-IAN-MnI)r I IlnNrarl,s � ,�111nr3Lr:s t.,IST: Y - Ft,Ow Im"I'll Il - CHANNEL 13O1-1'()M W1:1)'1'11 S , FLOWRATE M - C'IIANN[L S I UF, SLOr:I' - CHANNEL SLOG F N - CIIANNF,L ROU01{NESS VARIABLE 7'O r3E SOI,t,EU ( 1• ,Q, 13 ,P1,,9 M? N ) ? c� Y ( 1711.) ? 1 . 1 7 N.0 rL't-% uu ALrr 1; ( FT) ? 5 . 2 It f?s l 1 L'rS s ' P,r/FT) ? .022 1 9 . 1) CFS ©— A= l0 . 141 SF N 1 'r" 1/fi i ? . 1 I'c 12 . 60 C'r V= 1 . 91 FPS F= 0. 37 SUB-CRITICAL FLOW Sr.) Irrliit, <Retirr'r►> <slrace Tlar. > back to menu -------------------------- MAN-MADE, ('IIANNI,1,9 VARIABLES LIST: SOLYr44 UWA LE Y - FLOW DEPTH 11 - CIIANNF:1, A - f'IIANNFI. SIAPE Q - F'LOWRA'rr M - CIIANNF:I, SIDE Sl,()r'E N - CIIANNEL, ROUGHNESS XARIAIIIJ, TO flr SOLVED (Y,hl►G3►pI,S OR N ) ? fl Y ( FT) ? I . 17 ItF slll,'1';; 11 ( FT) ? 3 M ( F'1'/F'1') ? 31r sa .CrS S ( r'1'/F'r) ? . 03 S A - -N ( F7'" 1 /6 ) ? . 1 A 7 . 1;2 Sr I'= 10 . 40 FT L'= z . 09 FPS '12 St'n-CRITICAL FLOW cghJ ft.> ci'rt, ;�r.> irr•inl, <ltet.rrrn> rchrrtt, < --------------- - .___-------------------------- '--RPpo.r,-t3gr>- _ _ brxalctamenu Cr Q Powoam Reduction Fomkv RsQtrr�naerta MaoatartstaMf UMs S > Tnosatattt z less me laral of n PaaSty Two Ara abslMty S�sPs Yagstalknt NuIrR GW Pro. OLG SS PAS N: OSQ m A !IIS n z ImM.Tirs WWII high <5% nom high NO nstnct x x -Z �O Ira.Samins mod. high <25% Wsae high high msttiat W m 0 IM74ZSumps res N.Ss wrAm Iwo NA more high high bict x P�'f Porars Pv-rt. srttell high <5% nam mod. high last at x O Roof Drelm stow high <25% nous mod' high reettiut x ftfid.:Mmh Trtmt.Wetlands Inge low <15% wetland toed, modsnats re.Mct x O Wet Porde Isrgs low <16% some wstlsM low modnata min. x x X T Ent Detention mod. low <15% gross low low min. X X m Z Q Trapped Catch sell NA NA moose mod. low roto. X X mQ Sawn WO 5asim .mom NA NA mons mod. low okay x x x m Sed.Manholes slow NA NA nom mod. low min, x X ybC VmftsfTw*o small NA NA mom mal• m dusts min. x X V r m LandlsFAng p Vag.Swells slow NA <5% press mod. low mon. x RI Corot.Filter mad. NA <5% grsss/tisee low owdsrsts min. x z Stops low rnodwses mos. x Ripen sn filters mod. NA <i% gren/trsss 77 ,,mt. rsstmrnt, n r. . nfi tratron,, t. wwmsm• lard . treat toren, star rye. rrrsrnstrcn, Veg. .Ve"istsd,Const. s Constructed,mod. .moderate.NA .Not yolimi"s, Pro. •Protection.O&G .OII and Grosse,mon. •rninrrtits, r W SS .Suspan iod SolWs.PAS .Pollutants Associated with Sedimentation.N •Nutnems m t17 N C.ALCULATIONS 6 ' X 85 ' �JAN0ICY F'A("11=IC PRIDE-. -1IGARI), 01*GOIN► USK'XI) B't, KRAMM, CI-IIN ek MAYO, INC'. f OR KSPAIORTH— ROMMU, INC. ,IANI)A1=-Y 199- 2 TA[3LL 01 CONTENTS ITEM PAGE 1. DESIGN LOADS & CANOPY LAYOUT 1--2 2. DECK DESIGN 3--7 3. BEAM DESIGN 8-12 4. GIRDER DLSIGN 13-17 5. COLUMN DFSI(II 18 6. FOUNDATION DFSIGN 19 i 1. CONNECTION DI-SIGN 20 i 8. METAL DECK INI ORMATION 21 A� Kramer, Chin & Mayo, Inc. KCM Client `�JO r' I i I a i i t--- _ ---_- - -- 71-71 U w w Io - ------C�- --- -- ab_ _1 JOB NO. BY CHECK- SUBJECT DATE SNEE1 N0. 13E.S'11' ORTH-ROMMTL., INC. ,Desig,n Loads Gravity Loads Snonv Load = 25 psf r.,14- Luau 3-951 Tola.l Load= 28 psf `,vitnd Load 80 mph Basic VAlind Spr.cd i?xNosure C p = CexCgxQ•> xI Cc= 1.2 Qs= 17 psf P= 20.40 Cq Uplift (Cq = 1.6) = 32.64 psf uphl't (!?) Edges (('q = 2.8) = 57.12 psf Lateral Load on Parapet (Cq =1 .3) = 26.52 psi' Total Lateral Wind Load = 4.51 kips 1 .91 kips Earthquake Load Seistitic Zone 2Es V= Z'I'C'W/R.Nv Z = 0.2 1 = 1 C = 2.75 Rtir = 6 W= 3 85 ft ' 36 ft + 26 plf 85 ft ' 4 + 30 plf ' 28 ft ' 3 14 W= 20540 lbs V= 1.88 kips WIND GOVERNS PACIFIC PRIDE, TIGARD, OREGON L3ES'TwoRm-R.OMMEL, INC. Deck. Design Assume deck is 20 gauge metal deck with 3 inch deep, 16 inch wide panels with Fv - 40 ksi (See deck Properties at end of calculations) Allowable Moments in Decking hT = 1=b*5 = 24 ksi * 0.3456 in"3= 691.2 lb-ft nY1. pb*S 214 ksi ' 0.2280 in"3= 456 lb-ft Maxi�n��m moment'; M+max = 431 Ib-Ii (< M+ = 691.2 lb-ft) OK M-max - 224 lb-ft (< M- = -456 ib-ft) OK Drfie�r.tion Span Allowable = 0.6-2 h{aximum = 0.19" Cantilever Allowable = 0.53„ Maximum = 0.49" I �5L PACIFIC PRIDE, TIGARD, OREGON 14 it:Jtl?tti:ttI11tIfttl4titlttIittttt tlF T.1" F�OKEH CONIINV.;S BERM :AL""UL«TIB t Tfpes an-3 GO I0001314 W; t'.!e SJPD:-"' 're' H±ngEd f 4in;td sepport Jt 4inqed suPci t at 2 0 0 t Total number of different F'oa I Tci;l rumber of different From X= ij.00") to jotal number of dilt,i,'LtCJ I A Z' Al: ! X2 W1= (t At X2 cittttttttstttcttttttttttt LF THE stllcsttutsctsttststttttt i iwMUN VALUES I Max. displacement is 0,01495 at X: 4.0000 I Min, displaceunt it 0 0.000 at X= 4.0000 t Max. shear force is 133.3147E0 at X= 4.0000 t Min, shear forre as -133-12760 at 12 1.0000 t Ma:.. usent is 224.00000 at It 4.G000 t Min. moment i! -05-E1236 At Xc I a."0000 I TOTAL APPLIEL LOADS I lat;.1 applied concentrated loads 0.0000 Total applied con:pntrated moment! 0.0000 Trial applied distriWed load! 1006-0000 I 5vPORT REACTIONS I PrAction it Xr Forcer -24`.3278 Momentz. 0.0000 I Reaction At IT -orcer -29X22 Mo2entz 0.0000 Fcr:ez -25E,6?22 MDsent= 0.0000 Force= -20,1278 Moment= 0.0000 /f,� Z 11 mm_- W RWX ARE MUN��AWXWXJRJJ .......... TYPE OF THJ PROBLEM CONTINUOUS BEAM CALCULATION t Types and the locations of the supports are: Hinged support itt. 'Lt 410000 Hinqed sappert at Xt Hiqrd at.7ps1f at X= 22.A67;) et 'A- 2.00...- t Toial nuv.r -,f d.f firent soateri;i1s I Frcm %- 0.'700^ to X= "6,000 Ev- 417600000-000 1 Total wabr- of differ rt 5ccticns I I 1 c,b 0 &itributcd loads 6 At Xr 00130 oil C 3.0 .') .4 t l= ':.0000 W22 3.0000 J 0 At I= 1.0060 w2v 12.5000 t Xz 4.01!00 WIr 2`..-^11- t Xz 1:.'.330 W2= 25.0000 At Xr 1...133-) Wlr 1:.`.'.. At X= W2= 17.5000 At Xr 22-:;4I() Wit 21 5.0.1". Ir ::.100 112= 25.0000 ;it X= 7509 Wl r r T�!E ;H'''ATS 1 Wtt11Wt*.11AG1tt1ttttt 1 displacement is 0.0157.1 at X= 6665 I Min. displacement is -0-00961 at X2 0.0000 t !1a,;, shear for;-.e is 135.01904 at 14 27.6670 1 hit), shear force is -115-01704 At I= 11.33i0 I Max. moment is 164.66425 at 1: 131.3130 1 Mir.. moment is -160,53491 at Iz 8.6665 1 TOTAL 0PLIED LOADS I Total applied concentrated loan: 0.0000 I Total jonlied concentrated acient: 0.0000 I Total applied distributed lead: 791.325P I SUPPORT REACTIONS t kpa:tio-) at Ir 4.0000 1 Force: -188.3050 Moment= 0.0000 t R,;ctiqn at X= 11.3310 : Forcer -207,3575 Moment: n.0000 CAST-Ui ILITY BY CAST INC. 114Et 1117/92 11121i:7 PAEE 2 1 t' pr�ttirn at It 22.6670 1 Furtes -207,3575 Moment= 0.0000 �'I h'L, ".'PAction at It 3'&,.0000 S Force= -18B.3050 Moment= 0.0000 TYPE OF THE PROBLEM I CONTINUOUS BEAM i.ALCULATION ,j Types d'nd the locations of the suports are: Hinqed support at 1= 4.0000 Hinged support at X= 13.3330 Hinqed support at X= 22.1670 Hinqed supp:rt at :X= 32.ii';'J I letal number of different r,atcriale 1 From In (1.0000 +o X= 36.:x:')0 E= 41760J0000.0000 t Total number of dif°erent sections I I 'F 6(1(%A m n . Y_ n.YWI'n I To{:al nulater of dietrita!ed I a At It 0.00fJ W1= 3.0(.? N`. '�_ :b.iiii'O W2= 3.0000 At X= 0.00, Wl= ,t. I= 4.0. 112= 25.0000 Al. X= 4.J000 W'= =t X= 1'.7.':0 W2= 12.5000 At Xa 2o.6674 W1= 12.`,i;01� �t X= '2.0000 W2= 12.5000 At X= 37.0040 W;= �t r 36.4(100 W2= 75.4000 ttittttttilt2t�ttt�litlttt t $iMItARI = THE RESU_'= 1 ttitlitittrltl:tltt11�11{t t NAr1MUN ':�a�EE displaceeent :: 0.C13200 at i= J..000 1 Min. displacement is -0.('0579 at X= 6.3333 t Man, shear force iF 12C.266i4 at X= 13.3330 t Min. shear force i! -1;5.08546 at X= 22.6670 t Mag. moment is 224.00000 at X= 32.0000 t Min. moment is -147.90351 at X= 18.0000 I TOTAL APPLIED LOAD$ t Total applied concentrated load) 0.00013 t Total applied concentrated momvmt: 0.0000 I Total applied distributed la=ds 824.6750 t 514PORT REACTIO-15 t Reaction at Is 4.000 1 Force= -193.7112 Moment= 0.0000 ! Reaction at X= 13.37?'1 I Fo•ce= -189.217: Moment= 0.0000 (ttlitlftttilttttlIlls!llllltiltit1111ItIitIlilt Ilot lilt lilt I11111tttt t CAST-UT1L11 _ incl INS ' 1 li.r; 1';e2 11:1F:`i F..4E: i itl►11lltltttltlltttlltlllltlltttitlllltlltliltTlttlllltlT111tlttllltl t ReactTrn it X= 'Force= -241.7302 Moment• 0.0000 {'' I Reactin at l= Force= -200.0164 Moment= 0.0000 t8?5�13c� IIItIItIIttit[rttittittttttittititttittt Uttitt'ititttitttttittittittit t C:fS?-UlIUTY 6?' CAST INC. t r i TIME: 1117!92 11:19:1: PARE: 1 t ItlrtirriitlttlrttttrtttttLtttr[tittlitttttitittitsitititittttittitttt t:t:ltt:ttlitttl tittt:ttttttutrrttt c':ttl.til,;Ii[rttltti:ttttirtilitti. r _ Lili ON ..JlwJE E'EdM Ch.(._- :0"l ;o_a`:.,.- cr !'- t;.«?crtt are: - ;1' z-vi. materials I I F-- E= 4116000000.00('0 Jif'. IX(10 �i lcad5 q it"V•C0 W2: 3.0000 t ; . ,: _.'.c ''J At X: 32.4000 Wi: -32.6000 'A 1((0 At X: ?6.0000 W2: -57.1000 Itlttlt:U:ilt:tittttititi i 4Jt9MGF, ;f 'F!E -tiES'!1'� t Ilililt!!!tt[llt:itttt!!lt I Mi,iIM;� iC�c i ",a;., d.=al. titbit :5 j.0('726 at C: 29.666E 1 tun. di e;lc.enen'• :a 4.05459 at X= :6.0000 t I'ld'. 5hec' jOru is :,"I.6000-) at I: 4.0000 t stEir farce is -ho.6•:1004 at I: 32.0000 t ' (joun, is 1°v.6e42c at K: 19.0000 t 'tl w i c .,' is "4.•.'.b4U',0 of X: 32.uGD0 t if al aF-t IEI' LOADS I lctal applied concentrated loads 0.0000 t 'otaI ar,riicd rorcpntrated menti 010000 1 t,l arplicd di_t-ibuted laad: -1242.000 I 1 ;LA'. V. 312.4452 Moaente 0.0000 F clic c= i Forcr= 74'.5048 Moment: 0.0000 t c- _, ,, :,<<... c,.•. ''� Si)48 Mc.nent: O.t1000 81S�3L I --1 Iz Farce= 3741.4452 Moment: 0.0000 I3E',;U FORTH-ROMMEL, INC. •Beam Dcsign maximilill M01"clit M-max = 48.95 kip-ft. at support due to uplift from wind 41 .19 kip--ft. at support due to uniform snow JL��Q W11 O X?0 braccd at ' Maximum allowable moment for W I OX30 braced at 15 ft oc is 47.80 k-ft increase 33% for wind=> 6.3.6 k-in Deflection Span Allowably: = 2.58" i11 ax i m u rti = 1.43" C-'alt;Ilc-�c'r Maximum = 1 .14" PACIFIC PRIDE, TIGARD, OREGON ' �s- 13(.. SSL tk tt;ttltttItIttttttttttttttitttttitttttitttttI!IItIIItitlil11ItIII, A w)ST-UTILITY EY CAST INC. t t TIME: 1117142 11:31:51 PAGE: ! i Itis.tittittitititXYttlStttittttttttttlsiltttttlltiftittlittittitlttltl f tett:itttY3ttittttittKlitXtititt:tti � i SUMtiiik) 1'S THE IfiS'L1 !NK-5WION t f. it:ttixtttr.tttitititttttttittlttittt TYcE OF THE FF.03LE,i : :0111:NUGUS BEAM t Types aid tfe 1ocativli of tie fiUpp=rts Sri: Hiniled support �t Ar 14.0000 Hinged support st K= 46.6610 lir.ged supPar► at X= 20.667;,1 I The locations c•f t`e :r,.crs.eJ.zte hinoas -;re- x= ,re:X= 41.000!! t fatal nuater of dif'cr-nt materials ! From )Ir O. O:a i0 y= e7.i'vU E= t 10tal nuaber o` different sec,.icns From Yr i:.ut,i: :: t= ES.O:QC I Total numbar o- d_stributed l::ds 2 At X= 0,0,1,10: W1= 21.0000 At X- 85.0000 +11= 26.01300 At X= 0.0000 W1= 25 .2000 At X= 85.0000 W2= 259,2000 tiitltitttttitttttttitttti I SUMMARY OF THE REEULTS t tititttttitttitttittititit I MAXIMUM VALUES I Ma:;, displacement is 0.07479 at It 29.3335 t Min. displacement c -0.04455 at X= 0.0000 I Maw, shear force is 5690.4206a at X= 48.6670 I Min, shear force is -6147.22840 at X= 48.6670 t Ma;:. moment is 38748.36017 at X= 48.6670 1 Min. moment is -26'01.45001 at X= 29,3335 I TOTAL APPLIED LOADS 1 Total applied concentrated load: 0.01)00 i Total applied concentrated momeni: 010000 I Total applied distributed loads :4242.0000 I SUPP]RT REACTIONS Feast 7n at !- " ^i.r , c -c•= 11?2.6000 MOment= 0.00:)0 1 Fcaeti0n at 1= 4S.667ti s Force= -11E37.64g1 Mount= 0,0000 6 7 5—t o t Reaction at It 80.6670 : Force= -4671.7509 Moment= 0.0000 OF THE PROBLEM CO?1TI11UOUS REAM CALCL'L;TION A TMpes and the locations of t`e supports are: Hinqed support at X= 10,0000 Hinqed --upport at X: 46.5670 Hit1gcd 5ltppurt at A= 60.6570 i Tale locations of ti,e intarp_dicae h.^des arc: %: 41,4600 Tntel number of dilfersnt material: 1 From %= 0,(yon to t= 8°,a0i:0 := 4170600000.111-000 t 'ctal number of differert secti:7t: s 1 From X' O,U000 to t= B5,•�4::0 1.,: O,i�+1ce t total ne.m':er of distributed loeds 5 At X= 0,0000 W1- 26.460) At I= 15.0''100 W2= 26.0000 f4' X: 0.0000 W:= 143,5U'J� ;it i:'.9'J00 W2= 143,5044 ►a Xx 10.116(0 Wlr 25Q,240 �+t X' d?• `- W2: 259,1000 At )<r 48.667'.: W1= 14;�,`'�U9ri W.- 143,5706 At 1, 6^.17i Ais 29i..':'.�j Iitttiiltttttt;ttttitt:it+• 1 E!lMNf`BY GF THF FV.UvS 1 Itt{titttttttltlttttttlttt t MAX1Ml1M YAUEE 1 Max, displace*ent is 0,10255 at X- 2 ,3335 t Min, displa:earnt is -0.079_' at X= 0.0000 t Max. shcar fort is 4543.96710 at t Min, shear force is -633',84130 at X2 48.E670 1 Max, moment is 40119,12130 at t= 4Eo 6',D 1 Min. *agent is -26;74.56944 at t= t TOTAL APPLIED LOA1,S I Total applied concentrated load'. 0.0000 ! Total aeplied cur,ceitrated moment'. 0.0040 t Tutal applied distributed land: 1 :82,6000 t SUPPORT REACTIONS ttlttitllttttt'tall!tttittttitttittilttlltllttlit{ttllitittttllittti` ' C4ST PIC, 5� FASEt 2 ! t lttill ill'.lttttTlttttiltlitillt[till t'ttt:ttltttt►ttlltlitltiititttil "anent= 0.0000 t F.t:action �t -t` ""Men&: 0.000 tl�� h"�► l krgcilon at .t= $ 5-13(0 t:+ent= o.at�aa � l Rt•;lttiun �l• X- �, �' TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION t, Types aqJ the locations of the supports are: HingE,d support at X: 10,0140 Hinged E-:R w t i�t It 42.6670 Hic:ged at;p-r at X- 8'3,6670 t Ttt:''4 4 ni },? i^tfrtE'Jldte hinges it t TaL.;I num ber c: diffe E^t matcrials From X: 0.0('Ut to V.010C E: t Total ni.2bcr of W ferent W tic',: = Fr:ra Xr io t iii X' per- 219,20.10 Al X- O.000J Nlr 2;1,2004 i'',i. t= UO 4 !fl= ;A7,e:r`,i ;t :_ .x.:57: ;l:= 14 , 1 5( C,'. Xr 4.:i�'i c- ,I^ 254.2004 At X,. 1? 17.) 2l1i .'`+.::113 At X: ; R� X- P'.6i7!1 Wi- A.'.`?(i;'• 4l T= E°. `ii:' bl2% 141.500( ttitttlltt'CtttttitittRttt � t SUMl;iRY C'r THE RE?UL!:, t ttitttt1t1t;11Wttt1tittt t Mr;.IMLM vi:LUEE I Ma;;, diel+:ceaen: ie. U.Og864 at Is 54.bh1U t Min, diE:Icenrnt is -0.02194 at X: Mas, shear for,:c is 5163.41824 CtIs 190b6670 t Min. shear 4orce is -3937.98,7: a}. X 1 Ms... +taaent is 7.159 .io`'SR tt X= 48.sb70 t Min, xnnett is -24910.93628 at X: bd.h610 t TOTAL APPLIED LOADS t Total applitd ccncentrated load: 0.^000 t iotel epplied coecentrated naaent: 0.001'0 1 1ota1 apolied distributed I:ad: 192bb.9('G6 1 SUPPORT REAC110N6 tilttitttttttttitlttittttttllitttittttttttttttttttttitttttcittitttttt` , t Cf:"T-IJi t TIME: 1/17!92 11:4-: = PAGE: 2 1 liftlittlttlitittttltitttittittttlttlitttt;ttttttttttlttittitttttitttl 1r1.U000 For[ : Moment: 0.000(it Retctirt, at t= I REcttler. at X: 46.6610 t Fo•cc: -E655.2:4' yo egt- 0.O04G 1675,114 t Seu:ticr. e.1 t= 80.6670 1 Force: -4672.A:53 Molent= 0.0000 T.YPE.t1F TqE PROBLEM : CONTINUOUS BEAT; CALCULA110A t Types and the locations of the supports are; Hinged support at X= 10.0000 Ninged support at X- 48.6670 4i^aed support at X= 80.6c70 t The locations of the i�:ersediate hiiges arc; 41.004J t Total number of different material= i From )= 0.0000 to X= 65.000 E= J1760u(000.0000 1 Total nutter of diffe-ent =sections From X= 0.^0('0 to t- 8`..4000 1X= 0.1018 t Total nu:eer of distributed i.)aes 4 At X= 0.000 Wl- 26.0(;00 At X= 65.0000 W2= :6.0000 At X- 0.(:000 Wi= -1172.9Ci.rr At '(- 3.6000 W2- -472.9000 At X= T. 000 W1= -372.0(1'-O A' 12 E1.4000 W22 -:"2.0000 !t X- '41= 4"2.° r0 Ar X= 59.u000 W2= -472.9000 ttttiittttl•Ifttititiitttt I SUMMAEY 0= THE RESULTS t littitttt,lttt,ttitilltiti I 1AXIMUM VALUES t Max. displaceoci.t is 0.05017 at X- U.UO(ai I Min, displacement Is -0.08:47. it X= 2°.3'.35 t Max. shear forcr E 7361.63465 at X= 48.6670 1 Min. shear force is -6851.7522) at X= 46.6670 t My. moment is 313E9.27994 at X= 29.3335 t Min. moment is •46272.21303 at X- 48.6670 1 TOTAL APPLI9 LOADS I Iota] applied concentrated load: 0.0000 I Total applied con:entreted moments 0.0000 t Tot dl dppIirJ diztribijtcd toads 30136.40+0 t SUPPORT REACTIONS I ► Reaction at X- 10.0000 s Force= 9840.3874 Moment= 0.0000 tt►ittttttlttltttitt U titttltiictttititttltttttt u u u trrtssrrrrct:tts 1 CAST-IIT ILIT1 BY ChST INC. ! 1 TIME: 1!17192 11+43;44 t ttlttittrilttitttitttlttttttiltttitittctittttttit++rr+tsttsstitttrtllt r�(-4 2 !8� S,136 1 Reaction Lt X= 46.6670 Force= 1421?.386E Moment= 0.0000 U t Reactiun at X. 60.6670 ; Furse: 6082.7058 !foment= 0.040., BES7WORTI1-ROMMEL, INC. Girdcr Dcsign CJirder Maximum Momrnt M max= 5'.60 kip-ft. at support due to uniform snow load 65.90 Icip-ft. at support cttic: to uplift from wind llsc: �` '. �7rac.r,ci at 14.0 ft Maxiriluin allowable rzioment for NV 10X30 braced at 14 ft oc is 54.63 k ft incc•oase by 33`lo for vAnd=> 72.7 k-in lac-flecticin Span Allowable = 1 .24" Maximum = 0.44" Cantilovc:r Alla,vablr = 0.52" Nivximum = 0.53" PACIFIC PRIDE, TIGARD, OREGON Ire /�2 a 4 tttiif.Stct{liicltititittiittittttiitttitittlltittittitliilii::t::itit= t EAST-UTILITY E CAST 1NC. TIME: 1/17142 12:00:57 PAGE: 1 t tittttittlittttttttttttiliiitifiltt!ltttlllllititit Uitittititittltttt ittttitiittitftlltttitisttf,tttttttt t t SUMMARY OF T4E BF U! INF OR MAII;N i :::t:iti:ttt:ttttit►ttlttiftittttit! T'jZc OF THE PRO`-LE'1 : CONTINUOUS BEAM CALCULA1101' I.t Types and the locations of tht supports are: H.ngcd suppnrt at i= J.to'� Hir,gcd support at 1= 23.3:N, t Ta1a1 iu+ster of different materials i Fr.m 4.0000 to X= 2E.0 4176000u00.000 I Total of differQnt sections s 1 F,na X= C.UOOU to Is 2°.0400 1X= I Notes loading actino d:rcetly at seaport will 3c> icr,:r,d. i Total number of rarncentrated lands At X= O.ttGGG load P= !12 .O0U0 Momert= At It 9.3:31: lead P= 115:'.1")4i, N eei� t. At %' 13.bbi0 lLa: p: 11E:u,40 +7 Munent= Q.00iu) At .= 2A.0000 Iran P= t Total nunber of diatritutcd loads s 1 Al J= O.00GQ X11= 30.000 At t= 2?.000( ill= 30.)OtiO llUittlttiltllttltttttts' I SUMMARY OF THE RESULTS I ttltttttltttlittttittitUt t MAXIMUA V'ALUEE 1 Mix, displaceaert is 0.01743 at It 28.0000 1 Min. displacement i -0.110228 at It 21.0000 I Mar,. shear or r i= 12/78.49000 at Ir 4.Wt) I Mir. shear fo cF s� -12GC. at it 23.3330 t Max, moment is 52 ?'.;1334 at 1= 23.3330 1 Min. moment is -37b3.2bOQ±i at 1= 14.0000 I ' TAL APPLIED LOADS t Total applied con_:^traced Toads 460,)0,00A t Tota; applied car:er.trited tolent 1 0.0010 0 Toial applis•d dish ibuted 10Rds 841.000'? t -._PP04T RNCTIONE p o.00i? t keactia, at X= J.boi1 crc�= -23d2:.u;; Moment= p 7rj'136 ,+ 1.33(1 --crce= -234?:.i ON) Moment= 0,06 iU I I 1 Reaction at X= iiitilift:::ltilitlt1222!:itlttttilitit[tiillitiititlili+itiiititi►iii 1 „ CAST-UTILITY By CAST INC. 1 " TIME: 1117/92 12:01:35 P*E: 1 t ttttlttttlttlitttttttltittltlltltiitllittiltttltiitt11t1tiltittitittit titlilttltttittitRtlttttttlttiititit I "UMiMAF:v :F uc .tttti'•tl:i►t,tT;iit?ttttitttlittilt :Eiih :90KATIIN t Types and tis ioc ::. : of t'•,e iupports are: Hinged support a'. Einged surnort at 1= 27 X* t fatal numt•er of dif`_-ent materials : 1 Frua Xr 0.in)t,( to t= 28.0000 °= 417bilU0aU0,0Q((, i Tatal rutber of dif'erent sections 1 Frcm X= '1'00i) X= 28.0010 iX= 1,,01.5 ! Ne'.es lcad:nq ,•cti c ai�ecti� at auPPVt will tr iamr?d. t Tctal jumper c.f coo:entrati luada : 4 iit X= t:,Q00� ::ai lit X= 1:ad °= 11 6'-00 6 °:,pent= fit %= 13. b%Q IcaS 'r= 116'.:(.!lilyl Moment' Q At Xc 2S.G0(rT ):ad cm iseent= ; t To W nuaber of dil"I"utsd loads i At Is 0.0000 W1= 30.0000 At is 28.0000 W2= 3G,UOU(1 titillitttitlttttittlititt t SUMMARY OF THE RE5G_I i ittlittlitittlltfitlilltti t HkXli!UM VALUES 1 Max. displacement is 0.01814 at X= 14.0000 t Min. displaceaert is -:1.00483 at X= 2e.004 t Max. shear force is 12074.99000 at X= 4.6570 1 Min. shear fo:•re is -12079.99000 at X= 23.33710 1 Mar.. moment is 31545.61334 at X= 4.6670 t Min. aosent is -j4109.76000 at t= 14.(1000 I I TOTAL APPLIED LOADS t Total applied cr-- •'sated loadt 37000.0000 t Total applied crncentrated moment! 0.0000 t total applied 3ii�Piouted load: 840.0000 I SUPPORT REAC'11.016 1 Eeactinn at 1= l.bb; Force= -18920.000U Moment= 0.000 l Reaction at 4= Force= 18420.1'('00 'lo.ient= i:,iOUr, Sr/ Ito �875-13� mid ttt[tittittiitittttt%tt�ttttttttttttttttttit►ltttttl►t«itt�ta►ccittt� 1 CAST-UTILITY BY CG,ST INC. t i' TI4E: 1/1702 12:03:10 WE: 1 t 't ifittit►�ltttittltitsittttEtttt U!t!ltttttitlttttitttlattttltltttttt ttttttitttttt:;iiliiiltittitittlilti (if THE 1HPU1 IHF W"113'J t '::itlttttzt:ttttt !iiltttttltlittl E OF THE PROBLE4 : COMT'NUOUS BE."! ZILCL'LATIOH I Types and he lec:;ti:ns )f tir =-joports are; Hingcd :;ppnrt it X= 1.6i70 - '31. 1 'ctrl n,rwber of di.*terent materials J From t: 4.(1000 to X= IS.GOO1J E= 4i7e000u 0.'J000 I Total number of ,different se;tiou : i Trom X= 0.14"0 to X= 2-7,40 IX: i. il'c t Hots: q ..sting direct!- t s„Dear! wil: b� ianared, t ,otal numter of cencvr.traiCt ;::11 4 At I. 6.:i4'J( 'cad F= 1120'1.0000 !leaent= 0,00c0 At 1= a.3 ?0 load °= 7000.04;:0 yocrt : 0,0010 ,'t X= 16.5670 load P- 70'JO.COQ') Mertes: J. :,00 At :L?.QiiOl IAd p: 1200.0000 Itmentt 0.r!�(r, t Total natber of distributcd leads i I At P. 0,0000 Wit 30.0000 At It 26.0000 W22 30,0000 ltttltlit!littttit:itttttt t SUMMARY OF THE RESULTS t ttitlttttttttliitttittttlt I MAXIMUM VALUES I Mag. displacement is 0.0269 at Is wS.0040 t Min, displacement is -0 01459 at It 14.0000 t Max, shear force is 11340.01000 at It 23.3330 t Min. shear force is -11340,01000 at X= 4.6670 1 Mao. moment is 52597,11:34 at 1= 23.3330 t Min, moment is 0.00000 at X= 0.0000 t TOTAL APPLIED LOADS I Total applied concentrated loads 36400,0000 t Total applied concentrated moment% 010000 I Total applied distributed load% E40.0000 kEACilOHS t Reaction at 1= 4.6e70 % Fercc: -1661.0-0000 Moment= (.0000 t k e ction at 1= :,;:, i Fcrce= -libiv.C6� MemCnt= 0.V'0(".” 1 t •tttlilSttttiiStitilUtttl2lttttlitttittttttttltttttttliititt/ttittttit t �Cf1E� UTILITY I CAP INC, i t TIME: 1!17!92 12:04:44 RASE: 1 t t:t:itt!ltit:;ttttttttiittittttttitit!ltttitlttflttt!lititlitt!lttiitt ttSt::tiitcit;ttlittti:ttttltttitilt : EUHH1J:" (; i1 E I'aK. 111FOPMr`TION t :tt'.ticttt,ltttttlt!ttiktltttltttttt r: OF 14 F6,C1:11P : CONTiNUOLS BEAM CALCULATION : Tepee. and :he locati:-I= of t!e vipoorts are: Hinged 4.6670 Ringed sup7or! ut t= 23.1:30 t Tntal n.wher cf dif`zrent material_ t 1 Fres ::= 0.0000 to X= 2E.0000 E^ 4116000000,0060 t Total number of different sections : 1 r;i"t it , i^ 4b. i ;ili }1' . I Nates loedino r::i-a direct!} :.t SLIP;ort Will be i4n:'r-6. t Tu'al number or Cornccr,1,r4trd !.,ads s it s.= 0,000 Ioad P~ 11nacrt= At Xs 9,c W" load ?_ -90.00,,);0(- "'orient= 0.r;r,;n At X# 16,6370 lead Pr -90o0,0000,1 Moment= v.0!1ti' At In 7.8,0000 load Ft -14200.0000 Moment= o.40"0 t Tolal r;smber of distributed loads t 1 At X= 0,000') 4!z 30.0000 At X= 28.0000 W2= 30.0000 1 tltittt11tttttittttttttitt I SUMMARY OF THE RESULTS t tltttRttttttttttttltt!'.ttt t MAXIMUM b'ALUEB 1 Max. displacement it 0,02593 at X= 14.0000 t Min, displacenent is -0.04209 at X= 2B.0000 1 Max. shrar force is 14200,00000 at Xt 0.0000 t Min. shear for.. is -14200.00000 at X= 28.0000 t Ma::, (Rosen[ is -0.00000 at Xt 0.0000 t Mir.. moment is -65144.68667 at X= 23.3330 t TOTAL APPI.YF1 LOAD? t Total colied concentrated load! -46400.0000 I Total applied carcentratcd Aonent; 011000 ' I Total applied distributed laads 840.0000 1 Sl1QPnRT REACTIONS '] I Peactian ct Xs 4.600 : Ferce= :2780.0000 ltonent= 0.004 I 3eactxe^ 6t K= ? ; f'orcr.= 22780.4000 Moment= 0.0000 BEST«IORTI-I-)POMMEL, INC. Column Dcstgn llue. to Uniform Snow Load P= 23.4 kips fa= 2.44 ksi Fa= 18.22 ksi Uur. to Wind Land P= 22.8 kips <=worst case M= 31 .x) kip-ft USE TS 10 X to X 1/4 A= 9.59 in"2 S= :30.1 in"3 r= 3.96 in fa + fh <=I Fa I'b fa + fb = 2.38 + 1''.70_- 0.71 Fa Fb 18.'4'' .11.60 OK Maximum Deflection 1 .21" horizontal at top of colt""" PACIFIC PRIDE, TIGARD, OREGON T3F. gI,wORTH.-ROMMLL, INC Foundation Design Assume Class 4 soils per UBC Chapter 29 Ver•Lical Load = ?3.4 kips + f(1Qt11'9 weight = 41.0:'5 kips Allowvable. Bearing Pressl 0 psf (1)+ 0.2d) gallow = d is footing depth galIov,' = 3300 psf 3300 psf q actual = 2055,6 psf OK L.aterzl Stability d2 = 4.25'P'h/ (S'b) P"li = 31.8E kip-ft S = 150 'd b= 6.36 d= 5•'2 Uplift Uplift force, P= ?.2.8 kips P<W wt of footing, W= 24.3 kips Factor of Safety Use 4.5 ft square by 6 ft deep footing M(allow)s 48.51 k-ft i PACIFIC: PRIDI?, TIGARD, OREGON II /may DES-MIORTH-ROMMFL, INC. Beam to Deck. Connection Moment taken by clip alone M = Pc = (1.5" 1/2(1.5"))* 343.54 ' 25.45 Ib-in S = bd"2/6 = 0.015 in-3 Fb = 27 ksi > M/S = 15.391 ksi Moment taken by clip and washer M = P•r = (1 .5"-1/2(7/8")) " 343,54 lbs — aFiS.O1 lh-ii7 S = 0.227 in"3 Fb = 27 ksi 5 AVS - 1.61 ksi Check Holt Size Reay hem = 2*P = 687.08 ll+s f(Imis') = R/A - 687.078 / 0.1961n''2 = 3.5055 ksi < 20 k.-,l I Ise 7P50 clip with 1/2" diamet;r bolt OK and 1/8"thick X 1.5" diameter wa.hc:r 1Rp �i-�JL i',�C�11 ir� t'RIbE, TIGARD, OI7EGON 2 BESTWORTH ROMMEL 1t�iC t.&LW UmUrr- • Yt•t 4,pwr«•ort ♦vrwr � ` - NI-1118 PANEL SECTIDI P1p7ERi1CS -PEI 1001 or 1101A 7 _ _ 1G.U6E I GUC 1 fAGP• PANFI f :HFS ♦��t•�r• �r�n r. JDE51i71 1 I FAIT I' -, -___ _ _-- ' .. 17' L' .'0' 7(• 7;.:5' 1rr.rrl .•.1L - ' 1487 01077- . - -_-- --•- 1 1761 0.571: : ' 1.:010 1.1411 1.1141 1.047 1.D1I1 1.1171 , ; 0. 714 � --�: _ 0.7991 -1.131, 1 D.711J 0.:011 , I.1172 :• 0'9,0q 0.1047 -0,6dlb 0.$711 1170 il. 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