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12085 SW HALL BLVD-4 f. 16<99B NNW k o 7 � 7 ' 77 1 7 1 << y u V J I- Ir (o L�1) bltxvt r, 6-S at oCZ11 -t 1 �, 10 1p C►.,� -r-1 �-�� -IAP 'TC4> !'k�c;,a• S IIGr ( 8�-O FARAftT WiAf.L Aft V� wo � D AR �. � 170 TD ARA AlG N A -r 1 01\- L�w �" --- Uhl LFA -r 1� 10 L) i i DES16.N A;�.�N1c�pA7"E S r.17u1 G►?•�' r Golv��-T �oN - �� TZ I to I 12085 SW Hall Blvd Z-5 (,, 1 1 of 2 `mac c, A . I �"' '�4 - ' '`'' GENERAL NOTES: I J 1, ATTACH 2v4 BRACING AT 10'-0' O/C MAX. 1`ti:R0"` TOPS OFTRUSS BOTTOM CI-!ORF§. S GENERAL NOTES AND CONDITIONS: f L5'L 2-].Grp N!.,i..`�PEiCONIfc�C-iTON APPROVAL OF LAYOUT CONSTITUTES ACCEPTANCE. ANY 2 SEE IND" � " NGS FOR ANY I ADDITIONS OR DELETIONS MAY AFFECT FINAL PRICE. � -� ^ i'-�'�';,.t;iIE�D"GItFENSH�ET''9EFl7RF' S r`-5 ��„ 3. CO d,;;. ., 8 T. V B. S. IS A MATERIAL SUPPLIER, NOT A, � .�. SUBCONTRACTOR, THIS LIST IS NOT f GUARANTEED TO COMPLETE YOUR JOB. PURCHASER MUST VERIFY QUANTITIES, SPECIFICATIONS AND DIMENSIONS. ° PROJECT; /-1A1-[_ 5Tc6;_7- 'nrtME+�; AL .��[-Drn�,�, `f5 nlc�4 � �ty��c z �t/n1 ARV ROOF & FLOOR TRUSSES T.V.B.S. GUARANTEES MATERIAL AND WORKMANSHIP. LOCATION T/bA2D O WHEN FACTORY ERROR OCCURS WE MUST BE V s?E 13LU- LAM BEAMS c�N GIVEN EN THE { A,PPRpvED MY:` OPPORTUNITY TO MAKE THE REPAIR, NO 9ACKC ;;� RGES LUMBER ss' N�t�D DRAWN BY 1 1 ARE ALLOWED WITHOUT T.V.B.S: PRIOR APPROVAL. _ SIMPSON HARDWARE DAT[: ? ! REVISED lµ _ - :�.': . TUALATMJ VALLEY 91UN.D[J1'll SOPftY CONSULT ATTACHED T. P, I, 76 GREEN SHEET FOR PROPER � �� w � CEDARPRODUCTS ARCHITECT; SM.Joan Rd.Lake Os m,.OR 97034 INSTALLATION PROCEDURES. / ►► ConMaaJo, Service Center _6.76.1731 WINDOWS A DOORS Tnm Plant—636-1731 sk" JOIN NO ONTRACTOR; D11J►WMgNUM�t� Ar, ISMs w.scorn«Ferry Rd r1��C'', � �}- ��,F 11rES 001-T N UJ F_ � T L,��T�,1�-r 1,9 N +,�ww+R.riw.Mw,.L1�MC1lM'��w�+-^M�;:.°�tdw,,.!r+e,M�N++fM'tae.w.�,�..►�....:� "O+iwIYMx•.^.'N"M•wnc :r5.nl�M,Ms^�VM1Ms-nra waw s+ww.�s.,.__ If this notice appeal's clearer Hum the doc•unlenl, the clocumenl is of mar."in;11 yu;►litl'. 3/4/97 INCH MADE MADE INCH ' IN CHINA ( I I j l l l j l j , I j I I ji il � � li ijiji I�Iljl�lli��ll�llll�lllljllll�!III�IIII�IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�iIIIIIIII�IIIi�IIIi�IIII�IIII�IIIIIIIII�IIIhI.III�IIIIIIIIil�lllll�llll�lll�lllil�llll�llll�lllllllll�lll!Ig1�l�lll IIIIIjIIIIIIIIJ�lilli�Illjlfllllllljllllll� III�II� IIIU�I�II II 1121 ( �tl 21 i II I ,IIIIII' (f IIII(I�II(lill(I1111IIHL Proposed Lo e ,• �- s - _. .� t Lin Adjustment .- IT E4sEM NT 04 v - - .:;•-;' r,,' �. ` is \ ..•- �J// '�- / 25' —. `- ' s° �3 12 1y � 0- .30 24 _ _ � i l 490 ' d 6 ,I . 46 �C. CONCRETEFLOOR 5' th i cic - 3001 Pv i /�yy 1 11 - !' V �p * i _ r I ►• 3/4 crushed rock base - 6 thick % I N Oi I C•S� �9 9�� AN ,� 0 mro 4 mil . visqueen vapor barrier r IM 6-6- 10- 10 wire reinforcing �' ,`;' NN Z 5+00 I 3 CN3, - j 4 �/ 2I9T I (NAPA `; UTO PARTS } ��.� 400 � 5.� _ A? I ..J1AC - - - 18 '- --- -�{ ' 25' - , r �i 30 , 30 y �- I 55' N MCI 30'52" E � � ul F F = 20 S ROOF SYSTEM '_— \/ r 1T3.D5_ _ .«r.»r.•�x� un TRI1SS JOIST (or equal ) -- �� I 219 0— p Plywood decking -f I '� Two ply Brie Modified roofing d I SPec # B-SP-4000-N s I Proposed Lot Line Adjustment I / o Insula ' ion at underside ��f roof 0� SCALE 1 "- 50' MAIL SLc)'i'S _ ' c) ` � I c - IN �c�u;t� , ''P. Proposed_Lof L i n e Q d ju s f in e n t Proposed Lot I � - :• ; ,•. : ' . • ', .. ' ,' •. : .-, . . _ .• • ; r . ' �— - _ _3 -- — — •r` Line Adjustment � ' •. I iCONCRETE FLOOR I. / - -- I 4" thick - 3000 PSI •• _ � �,� "�, \ 3/4crushed rock base �� ' � I �,r[� LCT 4 mil. visqui�en vapor barrier '` " '• F j-1 � f OVER CRU �FI�D ��c>C k �1 I %� . \� ��:, La 2 4 FUTURE L . - • � I EASE . . �: � ' •. . '`�' ��,�� ,� • . �;\ � 2 06 C i r *� n 160 0 Pole / I My. FUJI CHIRRY-TY►• I r•F' . ; I c]- CAI, - • 1 p , • • ' °;)c \ ':\� \ LN I C did M � RESTAURAN 'T HBASIN, CATC2 I ,1 � ,• 2 x z x 4 DEEP I Sit =- e. CITY of TIIARL�.,... ` —Rim E cv. 0 4 P.V C e I C']No r t h��' Cordltlorilly ApPtoveo ............ r ,........... Y the .vorf;as cL .:rit +� tr. Q a RO U TA e L 1 M gc Z oZ. I For only , + _Ql /I3 4 I Seo letter to:Fo(PER hW......... I - ..........•.............•.........,. F- -- Atiach....... � I ••' 'r i ,'. I Job Addr .......................... ....•.,• — I I , LANDSCAPE ( rn 1 N CO o! 65 -- �~`— \ 18 ;f ( 1 )Site art the Fa I 1 S P Of V I C55 Center Sho,)ping bone rom contributes to tANDSCA T as well as7. , . y h ••.� i I and /1CCESS EASEfiEN ^ P•'1C PAR I1,C. y� ! ,'`^'' %' • :� �•- " Y,i .�:.- ' -, i. ; • '' i .. _. .—_ _ � I �NOI�TH �' (2) IRR ICATION sF �r .C1� V.'... . rf;� � ` ,y K.M .•^r -- __ _ _ _ - LandscA eC� P �rQV1dCCl t () ll1 1!' - 1: / l l 1. v- J• ! ., %v., .�' Yr w:. .i;' P area S '•. ',.,,� "�:,,'`'.'�--�. �• . ,� ,�rr'r:•':'_�".�".;..--,.r. ,"` '�' • ,'r` +'I ''.'%.'': ;.F:.-•»•�`, '�.,r.,:,,, '.Y.!,• ... �/ ,• �• .,t, ,y. - �L' �, (3)TREES"shall b e c a 1 . ' .,•. -~ •:- ti c; r, 'IN 1 . ,' -' V _ 1 I Fuji . Cherr•v , Z i '�a..;.'• S ,�y I- r �~ .- +„'.�`s .- , 1 • :,� �• .• ,.. 1 , / ( LL" �; •N• I, ".'� ; �' i s f h )GROUND N D C O V E ll shall a 1 1 6 e G 11 -. .:... -4 - %.�. „ ': ( _ - 16„-- pot Kinni in ic', Q I� ' �i ~,..1: , ) , t'� _ '• ` r•yl. f.hr•..,.,, — 2760' "'• �� • ,• ; �• ;• ,r, j. i _ J_ ,r .To ' at on center with Bark K n t 1 ..`"' ►-+< -r: _ =' _ �1 • , p 1 a n i c r 6 a M SCALE - 2,0 3 ( 5) _ ','"' -----, :. �,..,.� air . �'.• ! T 0 T A L S. Mulch . ,. .,•• ., /,.•• ,,,,. F 32,46 3 LANDSCAPEch � : � � 4987 5, F, Q. G 7-A P �00 _ SIDEWALK G cr �� .3.'y�v- s,o.�c ,-9 c_ -t,. •r-t..,•5 X 5 / /6 :T7 1'1 's— e,ir T N r - - - w _.. _ _ / a + I o i o ` , r - _ . _.. _ _ _ /•-�� 6 _ _ _ / 2 __ �.. -f_-- __ _ 7! .. - (i 1, 1 S c�..L , 12085 SW Hall Blvd 3 0 EX/S Tl NG /Z � d�r1 5 E WE t� --�-�V••_ --�-F��- —. EXIST'I IV CABG N El 1 J 2of2 r i HALL , BOULEVARD �Lf f,� � � /// ,„ )! (' 4) v c+(y -J I`,•Z,�+� u,-,,(* J r v�v. C� If fllis notice appeals Clearer 111,111 Ille docuiixenf, file documenf is of Inarginal qualify. 3/4/97 l�i � � ll � l11IIII ►1111111�11111I1 111111111111 t 11111111111111 I(I( 111111111 I I ( I(Ijl 1(111 1111111(I � 1111i 1111111 11111 111111( 1 I�i ' I I I I I I t �NmY M�E ,N `INA I - I i l l l l l l I I J I III► IIII111�►I11►' I.Illil(Ilullllllll�i►�lil!�I��!Iliiiiliiiiluiiliiiiliiiiliiiiliuliiiillliiiliiu,iilililnli►ulunli►�II�I��,I��lii,ulnill,IIIIIllllnnluuill�Il�lniulllllninllliilll►III�III!fiiiilni►I►II�IIII�Iiii�l�uil��iillti�Ililil�itillli►Il►iiil�i�l►uiliililuulli�ll�ll�l��l�f�►iilnlllllll I Is �. Sc r l � l 1 , 1 x" 1 lAk + i ... � 1 ��c7 — ............... ......... - CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-417 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling y Post/Beam Mach. Shear/Sheath Framing -Mech._, Plbg.Und/Flr/Slab Plbg.Top 01 it Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. Bldg. _ _---- San. SRWer Gas Line Appr/Sdwlk Reins. Other: Date: — FAQ S A.M._P.M_. Entry: i�,' Address: ZU Tenant: l r -7 Ste: .MST: Vum //-- BUP: �1 Con/Own: �l MEC: ELC THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ ,� etc. �� 566) -.5'i'� 2-600 --- 4 q l' a3S- -�,.- 14 t� 1*t1alia•�c use f 'I s Inspector: -- --_ Date I —APPROVED —.DISAPPRUV�q/CALL FOR REINSP. CF CO 'i 9 I L� " ��i'.•'�'""y ";; F'1•+•^!p,NiN � ./�',' �� ''�A1N i9N'a {::"�'.'Y '+pa.:Yy,�"I�"" ?• , s".�� erYad+WNw YM � !e'jP''IA11:�4"�F I� ri I , i n 111fPE(.TICN NOTICE City or Ti�fard Building Dapsrtmelat. 13125 SN Hall Blvd. Tigard. M-ogon 97223 4 T:.spection Line (Rec-O-Phone): 63S-4175 Business Phonet 639-4171 - InapecCion: y — )rooting Plbg. Underslab ©ch. Ro+.gh-i❑ Appr/Sdwlk Pound. Plbg. Tcp Out FINAL: Poet/Beam Struct. San. Sewer Framing -bldg. Pout/Roam Mech. Rain Drain Insulation -Plumb. . Plbo. Undo-.flocr Dlate Liner Cyp. Dd. -Mech. Date ttequestedt ____ Timet AM PM �, AdIresa:�ZC_ S_� / �� —__ P6Yinit f:.� V 3,5 ¢ Builders__ ^-- -- t---^-' �--� , TBE Frl.LOHING CORRECTIONS ARE 11EQDIMit r( �_ lr Asa t Inspector+_ Datet l L PRf)VRD DISAP'1ROVEU APPROVED SDBJUCT TO ABOVE Call For Reinsp. + all 11,01 _,101 CITY CSF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT MECHANICAL 13125 3W Ha11181vd.Tigard,Qrugon 97223.8199 (503)639-4171 PERMIT r'E_RM I T #. . . . . . . . ME:C93-0350 0,129--41 ;'] DATE ISSUED: PARCEL: 2S102AA-00490 SITE ADDRESS. . . : 12085 SW HALL BLVD t :SUBDIVISION. . . . : ZONING: CPD i LOT. . C,LASSYOF—WORK. . :NEW FLOOR F URN. . . . : EVAF' COOLERS: i TYPE: OF USE. . . . :COM UNIT HEATERS. . : VENT FANS. . . - 1 I OCCUPANCY GRP'. . :B2 VENTS W/O AFFIL: VENT' SYS T EMS: 1 r STORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL_ TYPES----— _.._.__._. 0_3 HP. . . . : DOMES. I NC I N: :/SAS/ / / 3-15 HF'. . . . : COMML. INCIN: MAX 1 NF'UT: BTU 15-30 HF'. . . . : REF'A I R UNITS: F IRE D(~+MPERS?. . ; 30--50 HF'. . . . : WOODSTOVES. . : GAS PRESSURE. . . : 50+ HP. . . . : CLO DR','ERS. . : 1\10. OF UNITS--- •------ AIR HANDLING UNI TS OTHER UNITS. : F=URN ( 100K BTU: <= 1I'AOIZIO cfm: GAS OUTI_ETS. : 1 I TURN > -100K BTU: ? 10000 cfm: Remarks : '`:aFla Auto Farts steam hood Owner: -------.-----.___________________.._._.___._______.__.____.—.____—_ FEES -------___ _----- I ALI_ TED MECHANICAL type amount by date recpt 1 300 NE 48TH GTE. 1000 F'RMT $ 25. 00 JF 12/21/93 — F'LCK 'I; 6. 25 JF 12/21/93 -- HIL.LSBORO OR 97124 5F'L'T $ 1. 25 JF 12/21/93 — Phone #: 693-7553 Contractor,: --..-----------._.—_------------- CONfRACTOR NOT ON FILE Rhone #: $ 3 . 50 TOTAL Reg #1. : --- -- REQUIRED INSPECTTONS' ---This permit is Issued subject to the regulations contained in the Iia s Line Ins p Tigard Municipal Code, State of Ore. Specialty Codes and all ether Mechanical I n s p applicable laws. All work will be done in accordance with Misc. Inspection approved plans. This permit will expire if work is not started Final Inspection within 180, days of issuance, or if work is susperdpd for more than 108 days. F'ernittee Signatures Issued H y = Leel ; for inspection - 639--4175 F. J . 12:19 $509 684 7297 CITT 01? TIG.-LRD 2 001 '901 � -- —. F. City of Tigard MECHANICAL PERMIT Past-It"brand fax transmittal merr 13125 SW HO Blvd. APPLICATION Tigard, OR 97223 , E (503) 639-4171 /l' �La:°7lpbon [1At11rsb4B aA Mechdnra'Code Q"Y PRICE AMT Job I Addt ess 1 1) Permit Foe p- 0- 10.00 2) Supplemontal Permit 3.00 1) 0d. ducts d vanls 6.00 Furnace - i Owner 2) incl.ducts&vents 75o mymb% 7jr— — - -0 oor Furnance 3 i Ind. vont 6.00 ,r,spence eat 'w"TI}ioatar -- 4) cr Noor mounted heater 6.00 Occupant VOW not .n 5) appliance permit 3.00 3 apatr ofr'eaung,rung: _ 6) cooling,absorption unit coo I � er er comp,heat pump, air co — 7) to 3 HP absorp utit to 100K BTU 6.00 comp, eat pump, air co Contractor -111-G_ �1y U 9) 3-15 HP absorp unit to 500K BTU 1100 ,1- +o `85.30 H corny. ea pump, T f �� 9) 15.30 HP dtrsorp unit.5-1 m1 BTU 15.00 � T Tr or(;omp, eh�mp,air cor 1 7-/1 j 10) 30 50 HP absorp unit 1 i.75 :ni!BTU 22.50 isle y ac owl ge r a naT' ve re+jd�is'appl;ca ion, t =a{-f�`i-e- i er or cramp, iaat pumF, air cnn ---j information gi'len is correct, that I am the owner or authorized agont 11) >50 HP absorp unit 1 75 mil OTU 31.50 of the owner, that plans Sutxnitted am in compliance with State rr art Ing unit to — - !aws, that 1 am rngistered With the Construction Contractor's Beard, 12) 10,000 CFM 4.50 that the number given is correct, (11 exv-rpt tram Stare registratfon, Air ran ng unit— please give mason below.) 13) 10,Ot>n CTM 7 ----- - __... .50 - a`n paw -- 1 14) evnpensty cooler 4.50 i - Vent fan connec O `-- l 15) m a single duct / 3.00 _79-Mai-bon system not 16) included in appliance permit 4.50 se v --- 171 mw.dranical exhaust 4,50 seen worms-nom—a mon atarabon repetr� ,omrrreniaTorin sma -- i to be done residential Q non-residential 18) type incinoMtor i0 00 xisdng use o -- �— er,r.e_-w s ve,Water — — building or pmperry _ 19) hefuor,star,clothes dryers,ate. 4,50 Proposed use of -- J--- 20) Gas piping one to bur outlets { 2,00 building or property / Type of fust -eA Q natural gas' LPG Q electric 0 2)) More than 4-par outlet T Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK C)R CONSTRuCTION AUTHORIZED IS NOT COMMENCED WrTHIN 160 DAYS,OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR l ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SU13TOIA,L t AFTER WORK IS COMMFNCED. Za TOTAL Special conditions -.-.-�-— -- - Date issued by -;j %MFCH[4T •aip�r .::> 9F1" 11..I�+FQn;"i�'IMr^•..:,�,,,o.,ilTl+"NF' �:J'X" :�;'^�l('QFrc.'�t71 ��liii+F; UP Ie.noc f0 - 4.' 5'�fL1M�,e��r \ YOOf z S'd RIP 6 EF-I , �1Y1PQD[�x1STIftXs� IL C+w�N �nla►M. � �cn„xio QSzU N-� "Rg.t�uRrJ�t ' I (oL%G 0o hFR�►k� U 7MPI[ H�oO. b`11f l� I rte. Wj 7C�PQ CSF �1�1tC.' uP EtRx nk fY4ARL Y. W.It 1 FuR�it� t -.r." 1.�f3St �O L7��ST��lC.• �/.m�t C ie s o,%..r, <7 J..), �I A �'11 M/1�Vy A� % ]FloUK� 'bv—A %a4SnwLl. 'A x all" f'1 -�— OttR. U►s�T11Jf. �A Qna► -Df' VrOQ . Tun Lir\. {• rOM Lmt. -mmAL t'�lIyr yloa,avu i ►.b (Das mmr I[ TA I W. cc" a 1'g N� �e 115volt - 1 r1�,� O�'r�Ytiw� ;,)eiG11' ?p L6% allied 1m � 9� I\AP I�1.� 1 4zrn echanical c011n ACTOPS.LtD A twgos sto iNAa Nol 3506 5W 209th Ave Beaverton,OR 97007 -TIC o Q Q� 503/649-7557• Fax 503/649-6362 I' ' tokolw.-O,e 1� ,a I k � C l l Y (.11 'C't iEiFdFt;) -. RECEIPT Of r='FAY MI:.N T Ftr�f..'F I PT NO. +.; ;:..468b4 1';FIF f.':IS c►h9l►!.1N r e C ��. 50 IfaM F AMOUNT �1;1FJR 'fi z P(.4YME-NT DAl F: a 3 9,-?; l'-,iU DIVXS1ON i I 'l IFtI't)'�L: t.lF= 1-'f�Yh1F:N t An WIN r' PAll) t-,oyr1E:IV r l-010(.JN F PA r.1) , i ItAJ44ND.,'Al_ PE Mk .3 3 5 0 Pti. 11.I1i1 fait/ t;HL"TA r=F f • t•'"a i i 1 bW 1.1141A. 131_VP drat=`A AUTO V.,W0 1+ 3P.. :`0 4 I� :µ �R N. :1�.• y44�4':.�yi.r " � W S:f MT • ..'T. Subject: MESSAGE 1 To: JERREE X-To: JERREE Date: 15 Dec 93 13:07:42 JIM CALLED TO CHECK ON BILLING PERMIT 287-2668 tl 00 Al i 4 c l i S r i f 4 q r f i I r 5 s I i INSPECTION NOTICE City of Tigard Building Del:artnsnt 54,,.,x`.,.,,-,,._73L25 SIS Ball Blvd. Tigard, Oregon 97223. .-- Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:__ /� 119,01) ---- 7- Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Rd. -Hoch. - Date Requeeteds_/ / `I Time: — AM PM Addrsee: ,� r�� 4 / Pe t � � '�9EC y ; _Gi3Z � Builderr — TBR FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors // Date: (�-JpPROVLD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. 1�1P' OF TIGARD CERTIFIL�AOFOCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : BUP93 0n11,*,),OATE ISSUEDo 12/13/93 13125 SW Hall Blvd.Tigard,Oregon 97223•819P (S03)839.411711 PARCEL : 2511712AA00490 S I TE ADDQ(�768. s 12085 SW HALL BLVD sUBI)I V I S I ON. . . . % ZONING:CBI) BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . I CLASS OF WORK. #NEW TYPE OF USE. . . 2COM OCCUPANCY GRP. xB,? OCCUPANCY LOAD: TENANT NAME. . . :NAP0 AUTO PAPIS Remarkst (.onstruct new cmu cum' I bldg shell w/ int floish for 5500sqft: tenant. Owners [3ARv RUCHADER 656Q� SW FALLBROOV LANE BEAVERTON OR 97005 Phone #l: 6417068 NORTHWF51 CONSTRUCTORS, INC 6560 SW FALLBROOK PIL BE14VERTON OR 97005001210 Phone #: 641 -7068 Reg #. , : 46982 Occupancy of the rkhove refe.,encpd building is hereby given' and certifie, the r2otwlianrze voith the Stato Of Oregon Specii-fl.ty Codes fat-, the group, OCCkApanCyg and erre underwhi,zh the referenced permit was issued. FIRE DEPARTMENT ;P� �U l I) �G F.ING IM CTUR E iZPF� AL 1 1 POST IN CONSPICUOUS PLACE Ppb:t **$Boom; Ell ........... ............... ............ INSPECTION NOTICE A City of 'Tigard Bui]_dinq 133125 SW Hall Blvd. 'Tigard. Oregon Inspection Line (Roc-O-Phons)c 619-4175 Busineas lone: 639-1171 inspection:—_- Footing Plbg. underelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Saver Fri eming -Bldg. Post/Beam Hach. Rain Drain Insulation -Plumb. Plbg. underfloor stater Line Gyp. ad. -mech. Date Request^.de I - G -C�� Times N Address: �.` `a�.. C7�Vc� h/"= Permit t t (3?- THE FOLLOWING COr.RECIIONS ARE REQUIRED: 1v CZ r i i Inspectors " '- Date: APPROVED DISAPPROVED APPROVED BUBJBC: TO ABOVE Call For Reinsp. L� IJJSPECT."ON NOTICE City of Tigard rwi13i.ng nepartment Ill-"V, an Be-!) Blvd. Tigard, Lwwjon 97223 • + Inspection Lire (Rec-O-?hone): 639-4175 Busineas Phone: 639-4171 Inapectiont_ ____ Footing Plbg. Underalab Me^h. Rough-in Appr/Sdwlk Found. P?.bg. Pop Ot:t Gas Line FINAL: Pont/Beam Struct. San. Sellar Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Undarrloor Wafter Line Gyp. Bd. -Hoch. Date Regnented: �/� 1�( (�)f Time: AH PH Z Addre©e: V()�/� f tl1_��_ 1��C.` _ .,Permit #s6ff / Builder.:UV.-��_� ( �9r�/��((A�' �(� l �L V (tnl� THE FOLLOWING CORRECTiON3 ARE REQUIRED: I Inepeators��_t nate:. ----� -___ APPROVEb DISAPPROVED APPItO"r SUBJECT TO ABOVE i /1 Call For Reinsp. �;it INSEE_(:T. ON NOTICE City of Tigard Building Department 33125 SO Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-3-Phone): 639-4175 Businer.: Phone: 639-•+1-1 Inspections - Footing Plbg. Undersl.abMeoIt Rough-in` ` Ftppr(Sdwlk Foajnd. Plbg. Top Out Cas L no FINAL. Post/Beam Struct. flan. Sewer Framing -Bldg. Post/Beam !tech. Rain Drain Insulation -Plturb. Pibg. Underfloor Una na Gyp. Bd. -Mech. Date Roquastud: "////J'-/ /7-,q3 Time: AM pH Address:! Permit'�s Builder:_: � 40� THE FOLLOWING CORRECTIONS ARE REQUIRED, i - --r/ / I Inspec toc:__� _, Date, __APPROVED DISAPPROVED -__ APPROVEp SUWNCT TO ABOVE /� F Call For Reinsp. gip•• a INSPECTION NOTICE 4 City of Tigard Building Department 13125 SN Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec--O-Phone): 639-4175 Business Pho t 3 - 17 Footing Plbg. Underslab Mech. Rough-in Appr/Hdalk Found. Plbg. Top Out Gas Line FINALt Poet/Beam struct. San. sewer Framing -Bldg. Post beam Hoch. Rain Drein Insulation -Plumb. Plbg Underfloor 1(ater Lino Gyp. Bd. - i �; Date Nrequestedt l� /Z / �" Timet '� 11M PM Address: l/� �� tiTCf 1 Permit i t d l G Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: OfiI 0a ZL Inspector: _ _ _ Date:_ APPROVED DISAPPROVED APPROVED SUBJECT To AROVP _!Call For Reinsp. -.-.......www.ri.i..............�. .. .. ...,. w.wYurw+..M.NMFmWYN'nMnwr.yaawwv...�..w.+�,.,............oy�y., I ..`' ..,�., I '•d•'. p .w..w„ ....-..•aw'w:MrbwwMwq+ „eil+�'r,,•.M.k+rr �ur....;r...,... .... +P�%N yq� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: &RESGJ OCCUPANT CONTRACTOR BLDG. PERIIT PROJECT NAME PLAN REVIEW ik LOCATION 17� �} 8' JURISDICTION• 1= Be. 2= Du. 3= K 5= Tu. 6= SL. i- Wi. 8= CC 9= WC 0= MC SPECIAL FOLLOW-UPJREINSPECTION / ATTEMP NAL COVER FINAL U rrami.ng I__1 Separation Wells Sprinkler System 11 Shaft Fire Dampers (Overhead/Underground) El Alarm System Hood' Extng Systems Conference n Spray Booth El Ceiling Cover Other s — A2A S c1 1-12 `, I — .., �•�,�,, e 21 Z zz E i Date: E Inspector: / �1 t .. =1 T6 ,y 5 A CITE' OF TIG F*.,L:- rM IT #. ,v;E L� a- ��^ ` COMMUNITY DEVELOPMENT DEPARTMENT L'�r?t � x�-i; l..)C-13: ¢''7 1 N•r'`�� •• 19125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)939.4171 T S 1 ON. . . . . 4�.1 o,:j; c'bD LOT. . . . . . . . . ., . . . . E c LAF' COOLERS E WtJF2t-,, . :NL'+! FLOOR FURN. « � �_ t YF'€ MJF U'ciE:. . . . sCt:M UN! T' HFC11" :RS. . VE:Nr F=ANS. . . vr��A.'r�; �.' APr-u_a uNr raTr_rTa. a;ORJk_!3. . . . . . 1 _......_.._ LAO ILERS/COP,iNREMGGQRS HOODS. . . . . . . . L11:L T VF'F:S- ,7 111. ^ 1 17C MIL,t . I NC.0"J: lGAr/ / / 3....iC; HP. . . . e2 COMML. iIVC,'IN; • i+IAX i NC'+LJT: F,TLJ 15-30 HP. , ,. . R:::F'N T R UI\Jf I'T'a .-IRE:.: DrtMPERS". . :N 30--51zl Iiia. . . . - WOODSTOVES. A 4- lip. J 2iJ � ?EE `M � a. ICI. OF UNITS—--- -- AIR HANDLING LIN ITS OTHER UNITS. URN 4 100K E'+LI: c_fm . UPS) OLJTL.E::T''.a. URN )-1016K g-Ii'J: > 1000-0 cfm: Remar-kss Construct new r_ml,.c cui..Y 1. b1dq .heI I w/int f in 5h 'Far u`"_;w�� ci , Owner: _..__.__._._.__._____....._.__.____. ._-__ ._w_.____.__.__.___._________._ FEES ___.-________,- i �At V tU(:tl(=)laFCl type amoi_cnt by d a ;e recpt ,560 13W F=A; L.13ROOK LANE PRMT $ 43. 00 Jii 09.'1Cy/9 3 C>I._CH $ 10. 75 JH 09,'16 93 y i'•k�A0 E R701,.I OR 97005 SPL;T $ 117 T,y i hone 4: 641--/0f_,8 E • r ,')!R i-'-4) HE(TT 1 NC & A/C 3013 hE POWEi.L —ORTLAND OP RE.UU I FEED I NSPEC i'I CANS 'his pereit is issued subj-ct to the regulations contained in the bas Line InsFa ____...... _....__-. 1 Tigard Municipal Code, State of Ore. Specialty Codes ana all othP. Mechanical I n s p applicable laws, All worli will be done in accordance with Pleating Unt Insp ived pians. This pereit will expire if work is not started Cooling Unt Insta n 18!I days of issaanct, �r ,f wco.. is saspenoed for Bore 1)W_t 1risTaer:•t 1 an 1 r7 181' days. Final Inspect icon u e'.j LAY Call for inspection s'? �9-'4I75 ;s' i d • ,•r ti ti ^} CITY CIF-- T I CARI) - RE:CE I PT OF' PAYMENT RECEIPT NO. :93-244248 CHECK AMOUNT 55. 90 4AME : NORTHWEST CONSTRUCTORS CASH AMOUNT 0. 00 ADDRESS : 6560 SW FAI.A.BROOV- PL PAYMENT DATE" 09/16/93 UBDIVISTON BEAVERTON, OR 97005- URPOSE: OF PAYMENT AMOUNT PAID PURPOSEL OF PAYMENT AMOUNT PAID 43. 00 PLANCHECK FE: _ 10. 75) E�1'. BUILD PER 2. 15 NAVA AUTO PARTS t2085 SW HALL TOTAL AMOUNT PAID - _ - -> 55'. 9L71 f i i w. ".. � fr3'�` '� 7plPv1^6e � ,, �,y,._. •.�. .,.M; .lry}','.. ... ..� l�,:. .� n,'.,, `"'r' 'i�°�i 14;,at;.:';. t CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT f :3125 SW Hill Blvd.Tigard,Oregon 97223.8199 (503)838-4171 PLUMBING PERMIT T PERM 1 1 it. . . . . . . : P'LM9 3 -•ViiL 911 i i 639--11171 DATE ISSUED: 09/06/93 PARCEL: 2510LAA- 00490 SITE ADDRESS. . . SW 11AL.L BLVD SUBDIVISION. . . . : ZONING: CBD BI-OCK. . . . . . . . . . LOT. . , ,. . . ,. . . . , . . . CLASS OF WORK. . -NEW GARBAGE DISPOSALS. . : IrlOSIl-.E HOMEI. SP'ACE'S, TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PRE VNT RS. . : OCCUPANCY GRP. BE' FLOOR DRAINS). . . . » . . . TF<AP'S. . . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEAT'E:RS. . . . . . CATCH BASINS. . . . . . . . F1 X TUBE=S------ _.._.________ LAUNDRY 'TRAYS. . » SF' RAIN DRAINS , . : SINKS. . . . . » , . , . . URINALS. . . . . . . . . . . . GREI—iSE 'TRAP'S. L_AVAToRIES. . . . . . 1. OTHER F'IX'TURES. . . ,. . TUB/SHOWERS. . . . : SEWE?.R l_I NL (ft ) . . . . WATER CLOSETS. . : I WA-f ER LINE (ft ) - - : DI5HWA5HERS. . . . : RAIN DRAIN (ft ) . . . . : 1--�emar-ks : Constri..rct new cmu com' 1 bldg shell w/int finish for 55O0sgft tenant-. NP F'A AUTO PARTS 1 f Owner: _.__.._______._.__.._____.______.____________..______.__.._.__.___.__ FV-ES GARY RUCHABF-_'R type amount oy date recpt �• 6560 EDW FALL.BROOK LANE F='RMT $ 25. 0IZA JH 09/06/93 - P'L_CK $ 6, c-'5 JI1 rnn f 06/93 BEAVFR'TON OR 97005 SPCT $ 1. 25 JFK 013/06/93 Phone #: 641-7068 Contractor.- NORTHWEST ontractor:NORTHWEST CENTRAL PLUMBING 19645 SW BLANTON ALOHA OR 97007 Ph n n e it: 591 -891 1 3i .. 50 TOTAL Reg #. , 721'153 REQUIRED I NSPECT"ONS This permit is issu.d subject to the regulations contained in the Water Line Insp _ Tigard Municipal ode, State of Ore. Specialty Codes end all other Rol.,gh- in Insp applicable laws. All work will be done in accordance with "Top-out Inst r approved plans. This permit will empire if work is not started Rain Drain Insp within 182 nays of issuance, or if work is suspended for more Final Inspection than 180 days. Permittee 5 i g n a t u r E4 Issued By . Call for inspection - 639-4175 j J r 1 1 1. ~ f 1 OF J-I GARD - RECEIPT OF PAYMENT RECEIPT No. :93-243919 CHECK AMOUNT 32. 50 NAME NORTHWEST CONS7RUCIORS CASH AMOUNT 0. 00 ADDRESS : 6560 SW FAt_LBR,IOK PL PAYMENT DATE 09/06/93 St..JBD I V T 5 I OIV BE:AVERTON, OR 97005_. PURPOSE Of= P'A`r ME NT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID PLUMBING PERM -_ _..._.._ 25. 00 PLAN CHECK FE 6. 25 ! .1'. BUILD PER 1. 25 PLUMBING PERMIT -- NAPA AUTO PARTS 1 -..085 SW HALL. BLVD I OTAL_ (1MOUNT PAID - - -) :.32. 50 I i i i +r 1 jI I }4.. CITY OF T I GARD SEWER F'ERMIE1?MI 1T`` ION COMMUNITY DEVELOPMENT DEPART 1 ( T PERMIT #. . . . . . . . SWR93-028,ir 13125 SW Mall Blvd.Tigard,Oregon 97223o8l '(503Sr d-4171 DA TL I iaUFD: 1115103193 PARCEL: 2S102AA--00490 SITE ADDRESS. . . : 121/1B5 GW HALL BLVD SUBDIVISION. . . . : ZONING: CBD BLOCK. . . . . . . . . . . LUT. . .. . . . . . . . . . . . TENANT NAME. . . . . :NAPA AUTO PARTS USA IV0„ . . . . . . . . . .I FIXTURE UN(TS. . . :6 CLASS OF WORK. . . :NEW DWFa_1_. l Nf� UN ITS. . : 1 TYPE OF USE. . . . . :COM NO. OF BU I LD I NGS: 1 INSTALL. TYPE. . . . :BUSWR I MPERV GURF-ACE. . -26400 : s f • Remarks: Constr1_ict new cml.i cam' ! bldg shell w/int finish for 55011sgft tenant. CREDIT DUE FOR 2 DEMOLISHED HOMES Owner: ___._._w...__.______-_...__...___._._.._____..__.___.______._. FEEDS GARY RUCHODER type amor_rnt by date r•ecpt r 6560 SW FALLBROOK LANE E='RMT' $ 0. 00 JF 09/03/93 - I1\15P $ 40. 00 JF 09/03/x33 BEAVERTON OR 97005 Phone #: 641-7068 , r Contractor: --.----_--__-_.___________________. CONTRACTOR NOT OIV FILE_ Phone #r $ 45. 00 TOTAL Reg RECIU I RED I NSPECT I ONS This Applicant agrees to comply with all the rules and regulations Sewer, Inspection _ of the Unified Sewage Agency. The permit expires 180 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 s^wer is not located at the m'asureeent _ given, the installer shall prospect s" feet in all directions from the distance given. If not so located, the installer shall pur' i-11} a "Tap and Side Sewer" Permit and the Agency will install ji latera;/ Per-mit i;e e S i t)n a t _r r•e :�� L11" Call for ins-, ion 639-4175 , Adb ' d tial irzt f CITY OF T I GARB RECEIPT OF PAYMENT RE:t:E I V,T' NO. :93-243901 CHECK AMOUNT 45. 00 NAME r NORTHWEST CONSTRUCTORS CASH AMOUNT 0. 00 �IDDRE=SS 6560 SW FAl_L_BROOK P!. PAYMENT PATE 0 09/03/93 4 B AVERTON, OR SUBDIVISION 97005-- PURPOSE Ttl11t 5-...PURPOSE: OF PAYMENT AMOUNT PA T T) PURPOSE OF PAYMENT AMOUNT PA I I) I'S)ErWF=::R�INEI::'ECT WWR93-•02184 45. 00 _.____...._..._.Y._�...._.._...._._�.__...... __.___...___..___.._... I f4.P171850 SW HAL.1_ BLVD i' TO"T'AL.. AMOUN r PA I U _ ._. _ _-> 45. 00 h!H A .. . ".••. , .t,tsunv1�M9825rl+y'1§�•:' 2 {�' }L�`'i Ylfo�' '41r7:ft.4'4 v •... City of Tigard PLUMBING PERMIT Planck/Rec. # 13125 sw Hao Blvd. APPLICATION Permit # 29090 � r 1 igard, OR 9-1223 (503) 639-4171 scrims«, _ ORS 814-21610 QTY PRICE AMT Add.- Job - FIXTURES Address — nom ' vatory u « owercom -- `j Shower Only 7.50 Water Met 7.50 Owner 6 156 Dishwasher .50 �D� Wa qe Disposal _ ashing Machine 7.50 1 ""' 1-=�''y'-`` , rant _ _ 50 11 alar eator � Laundry m ray — Occupant Urinal 7.50 LP er Fixtures(Specify) TtZ .50 7,50 Contractor ,,,, — MISCELLANEOUS s Sower 1st 100• 30.00 — ""°" Sewer-ea.TaTi 100' 15.00 Water Servos 1 st 100' 20.00 hereby acknowledge at[have read this ap tcat—.that the Water Serves ea.Addit.200' 15.00 information given is correct,that 1 am the owner or authorized agent of the owner,that plans submitted are in oompliance with State laws,that I Storm&Rain Drain 1st 700' 30,00 am registered with the Construction Contractors Board,that the number Storm 6 Fkiin Drain Addrt. 100' 15.00 given is correct. (if exempt from State registration,please give reason below.) Mobile Homo Space 25.00 Back Flow Prevvrition _ Device or Mb-Pollution Device 7,50 Any Trapor wasteNot Connected to a Fixture 7.50 Nscribe w new n rtiort a teration repair .a sin ,50 — to be done residential 0 non-residential -- 40.00 Insp.of Exist-Plumbing per hr ' 40.00 Specialty Requested Inspections per hr Existing use of building aru in ram,sing amy i—porty _ dwelfirty 15-00 Hosidential backflow prevention Proposed use ct devices 15.00 gilding or IH-party t;C1tM 1 '( xcepf residential ac low prevention devices) NOTICE 'Minimum Foe 525.00 SUBTOTAL SOQ PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5%SURCHARGE. AUTHORIZED IS NOT COMMENCED WITHIN 1110 DAYS,OR IF _ CONSTRUCT1C.N OR WORK IS SUSPENDED OR ABANDONFO FOR A PERICO OF 1130 DAYS AT ANY TIME AFTER WORK IS PLAN REVIEW 25%OF SUBTOTAL COMMENCFO. TOTAL SpecialC,rtnditiorts ----- — ----.___ ----_ Date issued--- —-- —by—-- — --_ WPIUNfMT �edwnW. �J INSPECTION NOTICE j 1 City of Tigard Building Departrisut 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: G39-4171 Inspections Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer) Fram'.ng -Bldg. Poet/Bean, Hach. Rain Drain Insulation -Plumb. Plbg. Underfloor Gyp. Bd. -Mech. Date Requutsd: ! _ Time: Acldrese: O J �- Permit Builder: TER .IOLLOWNG 13DRRBCTIONS ARE REQUIRED: Inepectort Date: -LAPPROVEO DISAPPROVED APPROVED BtlBJECT TO ABOVE Call For Relnsp. L.� INSPECTION NOTICg City or Tigard Building Departnmt 13125 SR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-417; Business Phone: 639-4171 Inspection:_ lV �• t I� Footing Plbg, Underslab Mech. Rough-i.n A r/ — pp Sd�.l.k Found. Plbg. Tvp Out Gas Line FTS .Lt Post/Beam Struct• San. Sewer Framing - Id g• Post/Beam Hoch. Pain Drain Insulation -Plumb. Plbg. Underfloor slater Line Gyp. Rd. -Koch. Date Requested: - - �� Time. r7 vI ��ll — AM PM Address:. I l �)�`� �Llo Permit #:(I IIee y W.ildert_, TRa FOIJAWING CORRECTIONS ARE REQUIRED: lvpector:_ � / n _ Dntet19 r .3 APPROVED a' DISAPPROVED --- APPROVED SUBJECT TO ABOVE Call For Reinsp. 1 T • INSPECTION NOTICE City of Tigard Building Department 13125 all Ball Blvd. Tigard, Oregon 97223 Inspection Lino (Rec-O-Phones 639-4175 Business Phone: 639-4171 -� r Inspection: �. VA,)V14 1 VVA Footing Plbg. Undrrelab Mach. Rough-in Appr/Sdulk Found. Plbg. Top Out Gas !.inn l INAf,s Post/Beam Struct. Snn. Sewer Framing -Bldg. Post/Beam Mich. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Data Aoqu..t.e s 1 7�l i �a V 1 ,eds _ ^ Time: �AH p l Address:_2-11-2 2 11�(� I( el .=L bra Permit f:1. �I�itl�13� Builders_LL�_1 (° s(G MAn(14, [/) -��— TBE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: — Dente: ___APPROVE[, _ DISAPPROVED I kPPROVED SUBJRCr TO AROSE i Call For Reinsp. r w Y ;KSPBr:TION N01ICS Citt of T.1gazd Building e.pa.+r..r 1 13125 W Bs11 Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phones 639-4175 Business Phones 639-4171 Inspection:_� -- Footiny P1►>g. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: 'wont/Beam £tract. Sar.. Sower Framing -Bldg. Post/@tam Much. Rain Drain Insulation -Plumb. PLbg. Urderfl.00r Rater Line Gyp. Rd. -Mach. Gnta Requeet_eds 1. �� Times AM PM Addrnsss_lY`��Q ,`f�� Permit Builders THE FOLLOWING OORRLCTIONS ARE REQUIRED: Inspectors _ nate: o r2 ? -c1 a_ APPROVED DISAPPROVED APPWWZD SUBJECT To ABOVE _-Call For Reinap. I IN6PFLCTION NOTICE . City of Tigard Building Depart—t 13125 30 Hsll Blvd. Tigard, Oregou 97223 Inspection Lina -o-Phoneys(/663399-4175 Business Phone: 619-4171 Inspection: -- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Pltq. 'FOP Out Gas- FINAL: Post/Beam Struct. San. Sewer framing ? -Bldg. hint/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor nNatoort Lane Gyp. Bd. -Hoch. Date Requested:_ '7,I -1 `� JA! Timet (?L_J l Address: liOX :> flAS C��V�L' (,I Permit #I 171/` 4:5 Oft, Buildur: rLl ��s(..q(-`7LXP( cCYC c� THE FOLLoNINo CORRECTIONS IRE REQUIREDs InepOrtors___-� -- Date, APPROVED DISAPPROVED APPROVED SUBJRCT TO ABOVE —JCnll For Reinsp. INSPECTION NOTICE (/ ` City of Tigard Ruilding Departaaant 13125 811 Ball Blvd. Tigard. Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections I �� YtiV►1lV c `�� '� l(/ r Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk 1 Found. Plbg. Top Out Gas Line FINALS fl Post/Beam S%;^uct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line Gyp. Bd. -Mach. Data Requested:_ �A� Time: _ �7�AM PK Address: ZL) �l�L� �3lvG� _ Permit #s Builder: t�'N IL'' c� ��e rS (1•'�/_1L�(o� ■ THE FOLLOWING CORRECTIONS ARE REQUIRED: J I i Inspector: Date: i APPROVED L� DISAPPROVED APPP.OVRD SUBJECT TO ABOVE _Call For Reinsp. I 1 I i I iNSPEwrION NOTICE �� City of T17ard Building Departaent 13125 8W Ball blvd. Tigard. Oregon 97223 Inspection Line '',, / (Roe ,,�(-O-Phone)s 639-4175 Business Phone: 639-4171 : s' Inspection - Footing Plbg. Underslat• Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Foot/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Undeat floor Nater Lille Gyp. Bd. -Hoch. � Ddte Requeetedt ell I15 —Timet nn _AX QPM Addrese:� ��L� E�U� 1�1L' Permit THE FOLLOWING CORRECTIONS APa REQUIRED: - IF InsP*ctor: �'7 APPROVE) DISAPPROVRD APPROVED SUBJECT To ABOVE Call For Reinsp l� I' INIPECTION NOTICE City of Tigard Building Department - 13125 Bw Bull slyd. Tigard, Oregon 972a3 Inspection Line (Ret-O-Phone)e 639-4175 Business Phone: 639-4171 Inspection: �I a Footing Plbg. Underslab Nech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINAL: f Post/Beam Struct. San. Sewer Framing -Bldg. - g. Post/Beam Koch. Rain Drain Insulation -Plumb_ Plbg. Underfloor Macer Line Gyp. Ed. -Neth. Data Requested:__ /J Time: _IX—AM PN Address: J Lei'��' , /( Permit � II Builder: ��LV TBE FOLLOWING OGRRECTIONS ARE REQUIRED: ` --- Inspector: — - Dats 7-2— CPPROVED DISAPPAOJED - APPROVED SUBJRcT TO ABOVE __Call For Reinep. NI SPECTION NOTICE - `? City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-Q-Phone)s 639-4175 Busineea Phone: 639-4171 Inspection: G Footing Pibg. Underslab Mech. Rough-in Appr/Sdwlk Pound. i Plbq. Top Out Gas Tine FINAL: Post/Beam Struct. \\\San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain insulation -Plumb. Plbq Underfloor Watgr Line Gyp. Bd. -Hoch. - Date Reqs tad: ✓/ /�� Time: AN '� PH Addr ve• %L� /- v�-� _ Pencit /s� � 5"G�� i Builder: • �J THE FOLLOWING CORRECTIONS ARE REQUIR6Ds ! 4 i k i Inspect s Z12XI Date: - 7 _APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. y az x w ( ti I I rte.>•Pr I dy#k J� NNA '�I 5 a]•aR tt, �, t y 4 SI t _ J 4b ��tZ,•�y��ti,�,1�a 7 . V'�1 ,,t k�D v 2F1 5:, .� i I l 5 F,�, li." t q t t 1•`P RM I �' di ' } I 1 I INSPECTION NOTICE ✓ ,... . City of Tigard Building Department I • 13125 6w Hall Blvd. Tigard, Oregon 9722 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection:__ Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: ..: Post/Beam Struct. San. Sewer) Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. t Plbg. Underfloor Nater Line GYP. Bd. -Meth. •. Date Requested: L Time: AM PM Address: Permit 1:� Builders Ct- THE /"OLLOWING CORRECTIONS ARE REQUIRED: Inspector:, _ Date:_ `.PPROVED DISAPPROVED _^— APPROVED SUBJECT TO A90VE Call For Reinsp. a INSPECTION NOTICE ' Citi of Tigard Building Department - 13125 M Hall Blvd. Tigard, Oregon 97223 inspection Line (Rec-Q-Phone): 639-4175 Business Phones 9-4171 Inspections footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk found. P)'09. -top out rias Line FINAL: Pott/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hach. Rain Drain Insulation -Plumb. Vlbg. Underfloor - Nater Line Gyp. Bd. -Meeh. - Date Requested: ` _ Timet AH PM Address: -/1 A^ it �t _ e Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector Dates�� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. INSPECTION NOTICE city or Tigard Building Department 13125 SW Ball Blvd. Tigard, Orogoe 9722 � "� Inspection Line (Rec-O-Phone): 6:0-4179 Business Phone: 639- 471 Inspection: �.� ��, Footing Plbq. nderslab Hech. Rough-in Appr/Sdwlk round. Plbg. Top Out Gas Lino FINAL: Post/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -plumb. Plbg. Underfloor Nater '7ine(y Gyp. Bd. -Hoch. - Date Requested: ? G if �I Time: AN PM Address: � i, � �\TLC...C.. �Per�w•it l�1 Bullder: `)/ I ! '� '(1✓G/`� TRE FOLLOWING CORRECTIONS ARE REQUIRED: Ur Inspector: Date:__ 2 __APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE _Call For Reinsp. j 4� AUG — 1 $ - 93 W ED 7 rag hJ _ 4J C0IrA STRUCT I CrN _ 0 Jl}, 20 3? i 1426 PAX N0. 2 fx /' ' 07-29-1393 13 r 35 5035282554 GEGRG t A PACIFIC 4-P INNER-SEAL OSs SMEATHIN O �Jo � �- �� ' V is exterior and high moisture condition dials supper a are required.The msly t exposure) They carry the APA flet provides tufficlenl reck!ng strength ! Exposure 1 riling to meet corn u bracing renufremenls, Normal exposure to weather durir-,g Moblle mom is r Ordinary construction delays,or slight Mile surface(faking or Thickness swell The 318°Inne'•Spal OSi3 Sliaathing caused by excessive rAln or standing panels carry APA Series Mobile Home woler,will not adversely st'lect the Roof Shoa hl 1g Rating N 218. ' panel's structural properties when they Sheathing Ia4 eels 313 thick may be ate prolected according to L•P guide. installed par.IIiol or perpor,dlcullr Io +� lines for 91014ige and Installation. 16'o.c.supi:orta APA Raning L-P Inner Se it 088 6hoathing pwiala carry the toll; wing APA 9et'ng slernp, which prpvid is seven types of Infor- mation, as AI own g61ow. A NpMwerpfd pvly Vona rnsolof n 4 lartd~beMW hW Inner-8411 OSB nailabk 4howhinp parsers fa lam a a' i�na a�ed� U kl,highly en9rpy e!I)c+Bnl avuctur4!wrMTTI la Arid roof buirdir 9ysltrrrf. spin+Il�np „p n t—r h Cknosr rM QutobilNy--•1F- [/ � 'MIIIrIurnDor �� o �Iag■Il�cellp� Moro 4"Aille ode+etdpnll;bl of AM's Pa"Qr�ncof F+t es g duapl IFnnl t3lenrinr L•P Ihrer•Sesi OS©Sheathing Is a anursndA goon IV elnJolurel panel with wr9011111 for t roofs and sidewails,no apeclfylrsq ie easy There's one right choice for bnih APA Orient,d SPOM Rr4ings eppllcgllong �_..•.�......' A dfngm rl Olyd Inner-Seal OSS panels are available in The sf Nand r1 rr'r of Lei lhner•Seef ThicMnne I vo Adinp for Aeeft lls► a wide fa of ihlcknesses,lrom 319' Oslo a h� mAkIi perlscf la roar '�'Y" ' zero ar 30 thrOuQh 1 l ro',and In standard 1'x T and WIN1pp�calions hr feral 7/16" 24119 40 elnrclures. 161321' 32/16 70 4'x 9'end 4'x 10'panel 1409. 112'' 32/16 f0 lnnar•Seal OSS Panels are porlsN for Roof sheathing 10132' 40120 130 use In me{nlenence, remodeling Or 23132' 41124 176 The 7116'Inner Seal 099 panels Orr new 4on>ltruchon In residential 4r 1z.,..�._..• 4 e ?�-.._...... approved for 24/10 SPAM$,1he 1513 Avellsbla with, NM arrucluf;l i anions. carnmerc►a!probe"la. and 112'are approved for 32/16 "LFn lord for Wo c open r:o,,H41one Saran To Use spans, and the 19/32'panels are L-P Inner-Seel 058 sheathing Is approved for 40/20 spans under the eound on both sides, Ire$of knu?e, APA 11wed Sheltthing Standard, core vo'ds, sptltA and checks the panels have a skid-reelstant, "Roof and/o Kull shanihing shell be The panel fastens esslly with conven, coarse-textured surface which gives nexninaf(sp)cifyy Ihicknaso)x(specify considerably refer footing on deeply width and It nglh)Inner-Seal 088 Clonal aChnq, screwing,Cluing or eta- pitched fool's. Inner-Seal 068 root Shesthing�%Manulaclured by pltng techniques. I►saws cteanty,and can be routed or drilled with atartdard sheathing is sealed on 811 four edges Louitxiana-P�cific Corporation,t"pr1- c o 1de routed tools. with An Orenge edge seRter to add land,Orepc i,And bac'', sIa ,ped wilh moisture fee stance and greater stabil- American P ywQod Association Span LOW in Formaldehyde Ily under all wealhA►Oonditione Rating(Inst rt rating)for(mled sheath• Seca,ise the resin hlnder used In L•PIrg or Slruc ural 1 rated sheathing) Inner-Seal 099 ploduals Is made wan Sh$ethtng and eenforl 09 to NAllonat Evaluation wilhcwl formeldehyde,the poeslbllllThe 7/113' Inner-Soni OSS Sheathing Repot NEF OA397 or HUDAIM may ba used on surd!9pACed up to Material he(Ase lode nbuniurel yy 24 of hArmlul odor emission problems le greatly rEdUCad o.c:,with genets AppI 19d either hof- rAquiramen w," Iznnintly or verlleally. Hodzoniat appll• •1nstAltetior workmanship aha,,.ors. Applicatlan CeUvhs require sleggering vertical form to mer ulaclurer's instructle is In 100115 at lens,Orin Piud apace the ut,lt Am to Amerlpgo pl wcx'.,9 Inner-Seal OSS panels Are not sold Ms .. r y an a�Steri�predUCt(i •P inner-Sail Provide 1/8'minimum space between Assoclellor!9 uaslgr4ons'lluellon . SIGN PERMIT A I i J PERMIT #: SGN93-0113 DATE ISSUED....: 07/19/93 1 EXPIRATION DATE: 10/16/93 PARCEL.........s 2S102AA-00490 ZONE. ...... ....: CBD BUSINESS NAME. .: NAPA AUTO PARTS SIGN LOCATION. . : 1.2085 SW HALL BLVD APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: syssssswww------ SIGNS wsSIGN: • PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER { ) B£LLBOARD ( ) BALLOON ( ) 1 SIGN DIMENSIONS.... ..: 9'X7'1" X 2 TOTAL SIGN AREA.... . . : 130 ssq.ft. 97J.L AREA.. . . . .... .. .: ssq.ft. IPJAL FACE (DIRECTION): NA SIGN HEIGHT........... 20 ft. PRO.7ECTION FROM WALL. : in. ILLUMINATION. . . .. ....: INT D2JCRIPT'LON OF SIGNS YSRMANENT FRESTANDING SIGN. DIMENSIONS: 9' X 711" X 2sidess. MATERIALS.. ... .. . .... : METAL/PLEX i EXISTING SIGNS.... ...: 1 r ELECTRICAL PERMIT REQUIRED: YES 1 BUILDING PERMIT REQUIRED. .: YES ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 77.50 APPROVED BY: DATE: 07/19/93 ®r-,,a i 6"1 0 Permit No. { CITY OF TIGARD SIGN PEP14IT APPLICATION a The applicant hereby applies for a rermit for the Work indicated or as shown in the t accoapanying plans and specifications. ` I SIGN LOCATION ADDRESS: 12085 S.W. Hall ZONING: C NAME OF BUSINESS: NAPA AUTO PARTS - •, Bob Gruber COMPANY: -Multi-Light. Sign Co., PHONE: 2H1-3083 APPLICANT/AGENT The City of Tigard imposes an annual Business Tax which must be kept current on all persons doings business in the City. Do y-iu presently have a current Business Tax? Yes ( X) No ( ) U.L. Label # Will f„11 W s. PROPOSED SIGH: (Check as many as apply) i .,F,RMANENT (x ) FREESTANDING ( X) FREEWAY C ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) 1 SIGN DTMENSIONS: 94 x 71111 — EXPIRATION DATR: TOTAL SIGN AREA (Tq.FFt.): Igo _ WALL, AREA (Sq. Ft.): WALL FACE: HEIGHT (ft): 20 PROJECTION FROM WALT.: N/A r ILLUMINATION: Y$S ( X) NO PE- Fl unresr,,nt COPY: NAPA THE PARTS STORE MATERIALS: _ sheet metal , plex EXISTING SIGNS: none ADMI14ISTRATIVE EXCEPTION: N/A 'f-} APPROVED [ ] HOW MUCH Z AREA [ ] HEIGHT [ ] COMMENTS: !�!=�lt�!!�f!!f�ll�I��I��Oi1w��fr��IMSdt�Rtlti�l/llt�i.t��0�1te�1�Yl�M�M.�Ar�lt'tAtd��Al PLANNING DEPARTM' All sign permits must be accompanied a scale drawing Permit Fee: and plot plan. If work authorized un r a sign permit Receipt No: has not been completed within ninety days after the Approve B : issuance of the permit, the permit ehall become null Date: 3 4.,? _ _ and void. ELECTRICAL PERMIT � � I CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY 'J REQUIRED: YES ( ) NO ( ) 07 ENT AUTHO ZED THE OWNER. BUILDING PERMIT REQUIRED: YES (�) NO ( Appli ant's Signature ZSR �. b (-'�v3 j Address / 7 Telephone — T - -- ----------- a IN f 0 5,;a•, ,I r-0 I SIGN PERMIT PERMIT #: SGN93•-0133 DATE ISSUED. . . . : 07/19/93 =1'IRATI ON DATE: PARCEL. . . . . . . . . .. 2SI02AA—•00490 1 ZONE. . . . . . . . . .. : CBD s BUSINESS NAME.. : NAPA AUTO PARTS ! SIGN LOCATION. . : 12085 SW HALL BLVD APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: assaaoaaccaasa csc:=r=c=mcvx===so¢:samsm===asccucs=acam==vcW_c.------a–c-•___----- - SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 9'X7'1" X 2 TOTAL SIGN AREA. . . . . . . 130 sq.ft. rWALT. AREA. . . . . . . . . . . . : sq.ft. f WALL FACE (DIRECTION): NA j SIGN HEIGHT. . . . . . . . . . : 20 ft. PROJECTION FROM WALL. : ILLUMINATION. . . . . . . . . s INT DESCRIPTION OF SICN: PERMANENT FRESTANDING SIGN. DISENSIONS: 9' X 7'1" X 2sides. MATERIALS. . . . . . . . . . . . : METAL/PLEX EXISTING SIGNS. . . .. . . . : i ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS, : N/A PERMIT FEE: $ 77.50 I , n APPROVED BY s �-�/c� DATE: 07/19/93 f i r I , I �d ir •'�+i �i'x Sz`Y c e t�.K � s �,>: �¢ >� .11�y.h xx��{t,�# A� >>� � il.;�lr{"4"`'�� '''� � t'j•4� rJ4�yYr �'b x ,- �'rY�•��;'# R�, �� 7• •� ;u�� R ,,� a.x r ti y�l k ti :�� .(�� 1�x'�rA'.ry�F1 �..,� �t e �i I Ir t ��( � i�I, a. - Iiroosinski - Titoee toots. OhA>�t l 6. Design Teble - 80 mph wind, Upotuie C, Sign Height 1 20 ft. Footing site race Rrei Moment Section pipe ti:e Twill Width length Deg! Volume Moment i h k-ft W3 Oii.(in.) is. ft. ,ft. ft. cb He. k-ft. 10 0.29 0.13 3 0.216 1.5 1.5 2 0.2 0.34 �20 0.57 0.26 3 0.216 1.5 1.5 3.5 6.3 0.59 r ` 30 0.86 0.40 3 0.216 1 2 2.5 0.4 1.00 40 1.14 0.53 3 0.216 2 2 3 0.4 1.20 SO 1.43 0.66 3 0.216 2 3 3.5 0.8 3.15 60 1.71 0.79 3 0.216 2 4 1.5 0.4 2.40 70 2.00 0.92 3 0.216 2 3 3 0.7 2.70 80 2.28 !.05 3 0.216 2 4 1.5 0.7 1.00 90 2.57 1.19 3 0.216 2 4 2 0.6 3.20 100 2.86 1.32 3 0.216 2 4 2.5 0.7 1.00 ^` 200 5.71 2.64 4 0.237 2 4 4 1.2 6.40 300 8.57 3.95 5 0.258 3 4 4 1.8 9.60 - 400 11.42 5.27 5 0.258 3 4 5 2.2 12.00 500 14.18 6.59 6 0.28 3 4 6 2.7 14.40 600 17.14 7.91 6 0.18 3 5 5 2.8 18.75 700 19.99 9.23 8 0.322 3 5 5.5 3.1 20.63 800 22.65 10.55 8 0.312 3 S 6.5 3.6 24.38 900 25.70 11.86 8 0.322 3 6 5 3.3 27.00 1000 28.56 13.18 8 0.322 3 6 5.5 3.7 29.70 1100 31.42 14.50 8 0.322 3 6 6 4.0 32.40 1200 34.27 15.82 8 0.322 3 6 6.5 4.3 35.10 1300 37.13 17.14 10 0.365 _ 4 8 3 3.6 38.40 1400 39.92 18.45 10 0.365 4 8 3.5 4.1 44.80 1500 42.84 19.77 10 0.365 4 8 3.5 4.1 44.80 1600 45.70 21.09 10 0.365 4 8 4 4.7 $1.20 1700 48.55 22.41 10 0.365 4 8 4 4.7 $1.20 1000 $1.41 23.73 10 0.365 4 8 4.5 5.3 $7.60 1900 54.16 25.04 10 0.365 4 8 4.5 5.3 $7.60 2000 57.12 26.36 10 0.365 4 8 5 5.9 64.00 2100 59.98 • 27.68 10 1.365 4 8 5 5.9 64.00 2200 62.83 29.00 10 0.165 4 8 5.5 6.5 70.40 2300 65.69 30.32 12 0.375 4 9 4.5 6.0 72.90 2400 68.34 31.64 12 0.375 4 9 4.5 6.0 72.90 250d 71.40 32.95 12 0.375 4 9 5 6.7 81.00 2600 74.26 34.27 12 0.375 4 9 5 6.7 81.00 i 2700 77.11 35.59 12 0.375 4 9 5 6.7 81.00 2800 79.97 36.91 12 0.375 4 9 5.5 7.3 89.10 1900 82.82 38.23 12 0.375 4 9 5.5 7.3 89.10 3000 85.68 39.54 11 0.375 4 9 5.5 7.3 89.10 3100 88.54 40.66 12 0.375 4 9 5.5 7.3 89.10 ) 3200 91.39 42.18 12 0.375 4 9 6 8.0 97.20 ; 3300 94.25 43.50 12 0.375 4 9 6 8.0 97.20 3400 97.10 44.82 14 0.375 5 10 4 7.4 100.00 !� 3500 99.96 46.14 14 0.375 5 10 4.5 8.3 112.50 3600 102.82 47.45 14 0.375 5 10 1,5 8.3 112.50 3700 105.67 48.77 14 0.375 5 10 4.5 8.3 112.50 3800 108.53 50.09 14 0.375 5 10 5 9.3 125.00 3900 111.38 $1.41 14 0.375 5 10 5 9.3 125.00 4000 114.24 52.73 14 0.375 5 10 5 9.3 125.00 't t w r ^7 �i:^':• _..•-vt=r.n�'R.� ,awow ranw,kn�s.E�..;�d:+'+eµr+�saaa�'�►r�'�AI�M1MIIr"MiA�I''y�,*/Niw'M�swa�MMMw"1�'!Mw?"RwynwMt+°q W� r ro y, T By i. i 4•� i ."t f, ft }J t 1 f� 1� i f 11 i fLR / a ,.. M.:a,w...�e. �, . v4+ .,. i, a ^�. • i.. w�-�. , v....,':.+. m «..,. ... ''R.. '*/ '-.,_ �-A"w..d.:. n . ' SIGH PERMIT. PERMIT #: SG,N93-0112 DATE ISSURb....s 07/19/93 EXPIRATION DATE: 10/16/93 PARCEL.. .... ...: 2S102AA-00490 ZONE.. . ........: CBD BUSINESS NAME. . : NAPA AWO PARTS SIGN LOCATION. . : 12085 SW BALL BLVD r APPLICANT/AGENTs BOB GRUBER BUSINESS TAX NO: W war-mm---vsslaty: f, PERMANFNT (X) FREESTANDING ( ) FREEWAY ( ) I! TEMPORARY ( ) WnI.L (X) ELRC^`^ONIC ( ) OT R? ( D BILLBOI ( ) BrTAMN ( ) SIGN DIMENSIONS. .....: 5' 1 5' TOTAL SIGN AREA.... ..: 30 sq.ft. WALL AREA... . ....... .: 141.7 esq.ft. NAIL FACE (DIRECTION): E ' SIGN HEIGF ..... .. ... .: 17 fL. PROJBCTIO14 FROM WALL.: 13 in. ILLUMINATION... . .... . : INT DESCR.LPTION OF SIGN: PERHANENT WALL SIGN. DIMENSIONS: 5' X 6' . MATERIALS.... . .... . .. : METAL/PLEX r EXISTING SIGNS.. ..... : I {? ELECTRICAL PERMIT REQUIRED: YES ! BUILDING PERMIT R. 1UIRED. . : NO e :e # ADMINISTRATIVE EXCEPTIONS. s N/A PERMIT FEE: 25.00 k APPROVED BY: 1 DATES 07/19/93 i i i 1 i k i 'm " t ' 79 Permit No. gkj! CITY OF TIGARD SIGN PERMIT APPLICATIOil The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plana and specifications. SIGN LOCATION ADDRESS: 12085 0 W. Hall ZON?NG: -Ctst> f NAME OF BUSINESS: NAPA AUTO PARTS ------- APPLICANT/AGENT: dob Gruber. COMPANY: Multi-Light Sign _ PHONE: r2P.i:.3D93 I The City of Tigard imposes an annual Business Tax which roust be 4ep* current on all 1 persons doing business in the City. Do you presently have a curt:nt 3usiness Tax? Yes ( X) No ; ) U.L. Lal-I # wi t 1 R � � wwwaawrrrrw ED IGN; Check as man as apply) PROPOS S ( y Pp y PERMA MT (X ) FRMESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL ( X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 5' x 6' EXPIRATION DATE: _ TOTAL SIGN AREA ( q. Pt.): WALL AREA (Sq. Ft.): 1417 WALL FACE: E a-st HEIGHT (ft)--. 16, 10" PR0.IECTION FROM WALL: 13" ILLUMINATION: YES ( X NO - T- E: FILnr earent COPY: NAPA _ r MATERIALS: sheet metal , plex - EXISTING SIGNS: none [� X AREA HEIGHT f ADMINISTRATIVE EXCEPTION: N/A 1 '}, APPROVED [ ] HOW MUCH ( ] ( ] COMMENTS: rawrwrswsrsw>t>•..rawwwrwrwwwawarrrrrswwrrr+eaewssw.�atwwae�srwrrwwwww=sarrwwrwwwrrrrwwrrws i PLANNING IPARTMENT _ All sign permits must be accompanied b a scale drawing Permit Fee: and plot plan. If +pork authorized ungr a sign permit Receipt No: 9q 3�5o' has not been completed Within ninety days after the Approved B _ issuance of the permit, the permit shall become null ' Date: and void. i I PLECTRICAL PERMIT I CERTIFY TYIAT I AN THE RECORDED OWNED_ OF THE PROPERTY 1 REQUIRED: YES ( �NO ( ) OR AUTHORIZE BY Whm. BUILDING PERMIT REQUIRED: YES ( ) NO ( � Applica is Signature S .1t-. Telephone AddressAddressPone i r�nT 3a o ..t M I y o SIGN PERMIT PERMIT #: SGN93-0112 DATE ISSUED. ... : 07/19/93 EXPIRATION DATE: PARCEL. . . . . . . . . : 2S102AA-00490 ZONE. . . . . . . . . . . : CBD BUSINESS NAME. . : NAPA A11TO PARTS SIGN LOCRTION. . : 12085 SW HALL BLVD � AP.LICANT/AGENT: BOB GRUBER F: a, BUSINESS TAX NO: 5 "v'4: �se�a�aaas=a rvm at,aa s�av:ce==saw-�mm......scam.s...... acs-scass�.esaaacc�s-sane=ate - �;LLQ. SIGN: { PERMANENT (X) FREESTANDING ( ) PREEN.'AY Hr TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) 3ILLBOARD hk�5, ( ) BALLOON SIGN DIMENSIONS. . . . . . : 5' X 6' TOTAL SIGN AREA. . . . . . s 30 sq- ft. WALL AREA* * , , , , , . . . . . 1417 eq.ft. . WALL FACE (DIRECTION) : E , SIGN HEIGHT. . . . . . . . . . : 17 ft. PROJECTION FROM WALL. : 13 in. ILLUMINATION. . . . . . , . s .INT J v; DESCRIPTIO:. OF SIGN: PERMANENT GALL SIGN. rIMENb_'ONS: 5' X 61 . G MATBRIALS. . . . . . . . . . . . : METAL/PLEX EXISTING SIGNS. . . . . . . a ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 15.00 p APPROVED BY s V n i DATE: 07/19/93 l c i 1 , r ,.E t SIGN PERMIT r PONUT #s SGN93-0111 DATE ISSUED....8 07/19/93 EXPIRATION DATES 1C/16/93 PARCEL...... . —: 2S3.02AA-00490 LONE. . ........ . CBD BUSINESS NAM$. .: NAPA AUTO PARTS SIGN LOCATION. . : 12085 SW HALL BLVD APPLICANT/AGENT: BOB GRUBER i BUSINESS TAX NO: ' ws:��una:�asncer�mvs�aa>.ssssm.s�ws�e�a�s�asi.is>�srs:^�s�::�:e�ara.asassan sass�sses�aa-�� SIGNS PERMANE14T (X) FREESTANDING ( ) FREVAAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SICK DIMENSIONS... . ..: 5' X 6' i TOTAL. SIGN AREA.... ..S 30 sq.ft. WALL AREA.... .. . ... ..: 2160 sq.ft. WALE. PACK (DIRECTION)S W t SIGN HEIGHT. ... ......: 17 ft. p PROJECTION FROM WALL.& 13 in. i ILLUMINATION..... . ...: INT }} i DESCRIPTION OF SIGN: I PERMANENT WALT. SIGN. Dimensions: 5' X 61. F MATERIALS.. . . .. ......: METAL/PLXX EXISTING SIGNS.... ...: ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. .: NO ADMINISTRWIVE EXCEPTIONS.S N/A PERMIT FEE: $ 25.00 APPROVED HYs _LSL.d�dG"•, �rL�_`"'� /�L_�� .— E DATE: 07/19/93 ii i f i f � i i i i r f i r� Permit No. s(xN 4l'� CITY OF TI,ARD SIGN PERMIT. APPLICATION The applicant hereby applies for for the work indicated or as shown in the ` accompanying plans and spectficatt,as. ZONING: SIGN LOCATION ADDRESS.. 12085 S.W. Hall ' NAME OF BUSINESS: NAPA AUTO PARTS _ APPLICANT/AGENT: Bob Gruber COMPANY: Multi-Light Sign Co PHONE: 2A7_3[lA"� 1, The City of Tigard imposes an annual Business Tax which must be kept current on all • persons doing business in the City. Do you presently have a current Business Tax? Yes ( X) No ( ) U.L. Label will fnliaW wawwwwwww� wwspa�swa=aw�wwwa��rwww�sa�eo�•.�sw�ewwwrwi � w PROPOSED SIGN: (Check as many as apply) i4r PERMANENT ( X) FREESTANDING ( ) FREEWAY TEMPORARY ( ) WALL (X ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 5' x 6' EXPIRATION_ DATE: . TOTAL SIGN AREA ( q. Ft-): _ _ 30 _ WALL ARRA (Sq. Ft.): 2160 WALL FACE: West HEIGHT (ft): _ 16' 10" PROJECTION FROM WALIA 13" ILLUMINATION: YES (X NO E =:escent COPY: NAPA — MATERIALS: sheet metal , plex EXISTING SIGNS: none ADMINIS.DATIVE FJY^.;tPTION: N/A [f], APPROVED [ ] HOW MUCH % AREA [ ] HEIGHT [ ] COMMENTS: wwwwsaawwwwwwwwwswwwwwwwww�'-wi+www=saws+.wwwwwaramwsasawwwwswwww.�ew�a�.�wwrwraruAwwuwraaww PLANNING DEPArfMENT All sign permits must be accompanied b a scale drawing ! Permit Fe l and plot plan. If work authorized unvr a sign permit l Recei t No: i► :,, _ hes not been completed within ninety days after the Approved 81: issuance of the permit, the permit shall become null Date: and void. FLECTRICAL PERMIT I CERTIFY TTHAT 1 PN i;:Q RECO ED OWNER OF THE PROPERTY REQUIRED: YES ) NO ( ) 0&,M / AUTHGRI D BY OWNER. AUILDING PERMIT REQUIRED: YES ( ) NO Appli ant's Signature Address Telephone w 1*4 i , SIGN PERMIT PERMIT is SGN93-0110 DATE ISSUED....: 07/19/93 EXPIRATION DATE: 10/16/93 PARCEL.........: 25102 '0-.-00490 IZONE...... ..... : CBD BUSINESS NAME. .: NAPA AUTO PARTS SIGN LOCATION. . : 12085 SW HALL BLVD APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: mmmmm--mww"csmmmrmammmmmarmmrrmmmmssesarrmrmmammmmmmmmrmmramaxomms+mmmma.ammsmmaasr SIGN: • PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON SIGN DIMENSIONS..... .: 4016" X 5' TOTAL SIGN AREA.. .. . .: 202 sq.ft. FIAiX AREA.. . . ..... ... : 2295 ®q.ft. WALL FACE (DIRECTION): N SIGN HEIGHT. ... .. ... .: 17 ft. PROJECTION FROM WALL. : 13 in. �. ILLUMINATION. ... . . . .. . INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 4016" X 5' r 202.5 SQ.FT. MATERIALS. ..... .. .. . .: METAL/PLEX i I EXISTING SIGNS... . .. .: 1 I ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMI9: x,%jUIRED.. : NO ADMINISTRATIVE EXCEPTIONS. : N/A i PERMIT FEES $ 35.00 ) APPROVED BY: t�au;:i 1 DATE: 07/19/93 a ALI I I I 4 ' ily.;..I °:Vi4 •t ip l. 4;7M!iS- ... i .. 1.Y-. x�it:�+fr2'� �� S"ve.'T�''t�rAd k ' r'•K, '6 a _ Y!li!';': Permit No. /10 CITY OF TIGARD SIGN PERMIT APPLICATION' The applicant hereby applies for a permit for the work indicated or as shown in the accpmpanying plans and specifications. SIGN LOCATION ADDRESS: 120E35 S.W. Hall _ _ ZONING: _ -- r NAME OF BUSINESS: NAPA AUTO PAI -- - - APPLICANT/AGENT: Bob Grupgx COMPANY: Mul r T.i�ht Q;9a Co PHONE: 281-3083 The City of Tigard imposes an annual Business Tax which must be kept current on all • persons doing business in the City. Do you presently have a current Business Tax? Yes ( X ) No ( ) U.L. Label 0 vi t I Fn> >ow rrrsrsr. .wrrwrwsr:rwwrsr"•��rnrwrewrwrwrro.+r rn PROPOSED SIGN: (Check as many as apply) PERMANENT ( X ) FRESSTd1NDING� ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) 4 SIGN DIMENSIONS: 40' S" x 51 _ EXPIRAT ON_ DATE: - TOTAL SIGN AREA ( q• Ft. _ - 10 7 WALL AREA (Sq. Ft.): 5 —- WALL FACE: N o c t g _ HEIGHT (ft): j PROJECTION FROM WALT.: 13yv - I ILLUMINATION: YES (X —NO TYPE: Fluorescent � w COPY: NAPA THE PARTS STORE _ MATERIALS sheet metal , plex -- - EXISTUiG ST S: none -- t ADMINISTRATIVE EXCEPTION: N/A [� APPROVED [ ) HOW MUCH % AREA [ HEIGHT [ j COMMENTS: _ -- ser.srsrs rss r sr r rrrrrerr w res a rr rrr rs rrs rssrrr rr r rr r erw rwrr rrer rrrs�rrr rerr rrre rrrar PLANNINV DEPARTMENT _ All sign permits must be accompanied b a scale drawing Permit Fee: _ and plot plan. If work authortred unyr a sign permit Receipt No: 17-3 `fa73 34 has not been completed within ninety days after the Approved B : &J issuance of the permit, the permit shall become null. Dare; 3 and void. P.T,ECTRICAL PF.R14IT I CERTIFY THAT I AN THE RECORDED OWNER OF THE PROPERTY tEQUIRFD: YES (V/) NO ( ) 0 ENT AUTHORI ED l9 OWNER. i -BUILDING PERMIT REQUIRED: YES ( ) NO ( �Applt ant's Signature Address �J Telephone � a . ,: .oF:Si•� ✓.. .:,- ....,. ., mw.,:..,, .,.wags,.,..,:..,.. .�:'.. , kkkBTE!_ kkk TEL Pio . 51j3 b 3 5r � J-� I 19 .93 3 50 P .O1 /'116 —B/TEC= =FAX 8503/678-5683 =-�/TEC— := -FAX 0503/678-5683====B/TEC--.- M w w " w1 ■ w wa ■■ ■ w ■■ w ■� a wwr w w r■w w ■ wwo■ ■■ooa s ■■ ■■ w w M ■■ M ® � wwM w ■■ ■■ MIA wwr■y • ■■e ■m ■w ■■ w w ■■ ■ w ■om ■� w ■■ w ■. w ■ ■■ w ■■� we w ■■ M woeao wo■o� .� w s' ■■ ■■ �■ w ■ w w � w ■eu w ■■ wow ■■ ■ ■■ w ■u�au■ �w w w w r wn■e ■■ w ■�■w�u w�■■w ■ww � ■■ w w ■■ ■■ ■ w r ■ w ■ ww ■■, �■ �■ ■ ■■ ■ ■ort w ,■■w. ww wnw w ■w ■r. w o■� ■ w ■ ■� ■■ we ■■ w ■■ ■ ■■ ■ nen 11 (:B:RE:!SHEA�FRt-Sr,/JlTrIH4(0)RNTON ENGINEERING CONSULI"AN=LTD. f Date � / J� / q3 F r o m: N u m b e r o f page s ( including this sheet ) --�-- 1 I c,-ary Ruchu.be r C o m p a n y (U�ll� Oo n s4 u� urs f _ pp f R e g a n d i n g `r e., t �� f1�Ut ( I.ZIC� N o t e if any of these fax copies are illegible, or you do not receive the some number of pages as stated above, please contact us immediately at : (503) 678 - 2434 i ��,�. ��,,,,-�h"AMBP''�`w� �""q�."�,,s a Yr '�fi':, n "Y>�au'�s� rm!„�.1Ma ',�'�µ'��'�r',�,�M �" � 'lI� �+s "gip• ww@�a �7nyp�f'�F'!!�h• . t �,iI r �1: � 9 , � �. t.n �j.e � ^'�' Y; .ii r�,- <-•'�(pi r 1 Ya 1 �.1 •`- �1 4'. I � � F�h �. �T�.rr,f��W.f�� e'•� '� ��d i r5 � n Y h� 4' � R �,��.w r" .. �Ni�f� aA.r�c.,fe...S��h•.. u,tit!�v ... � o 7 ***B,TEC*** TEL M . 503 6'8 5683 Jul 19 .93 8 :51 P .02/06 FOR_ ki- N1• Joe No. �3 ANTE G•w-9.� SUARCT QOV t s re-p ✓�O m S'1s - RTF' By 614100 � 1 `- 5 40 S 5- 184 - � I � 1 / 4 •? �d. � � rc. ' I rs � J 5 E w l x 4.4- -- A bRt 0 ' w x b ! 8 R E��' vi i fo x S ! 8reshears/Thornton Engineering Consultants, Ltd. gx 9q� fi ft�•r��'�� i r. .� • i9m'e� cif.. r� � ` �� k 4 � ` �"-... ,,. k kB TEC k k k TEL No 5l,3 E.78 5683 Ju i i'9 9.3 8 52 P 03/0r F"�7' FOR �' !� n. s�44&.ro t 108 No AIPSAI ✓DATE I SUBJECT Q P Rr,.y. .(foo F 8Y 61C ip �T�i- I i VP toe i I I _ All , W4 7-s Cie I Breshears/Thorni.on Engireering Consult,ints. Ltd. imp `ice4w. P - rz4. A, A" 166 h k k8•'TES_*' * TEL No 5683 Jul 1':* 8 54 F .0:1 nr FOR Il�, 1,�, ex eii _ JOB No.tL31""DATE � SUBJECT ��' ' ✓� By v'S X . . i l i i 7-ti n JQ ti. 3 : ' $ � I I y . x4 q -' _ .�. I _ x x i Breshears/Thornton Engineering Consultants, [-td. FOR Al. K s ^3 --- 100 No.��`NwDATE SUBJECT Kr P '_N 4,oO,4 BY '� IL. ✓� 1. 16 •I i I � 1 ' fn IN • I J i � { 1 .� y' a 'rA 3 ! YG�r12.�96 A � ,01 C6 I � i Breshears/Thornton Engineering Consultants, Ltd. a, 3 I w a<� �}+�'�'�' � `�,e�! 1 2 ^��' ' r' i �� 91 pYf� i� ttt • Y,� [Y��•.J. .• .�: .. '.�..r�..r,..,.P ,. .�. -..... .C:.: •1 �..:I � {r�,.11' �11�;,�'M:M:..:, A.,.V .d.►/1 e.coy ,, •��' ''v'1 Nvia 210013 + A t A4 (10,R" 1 1 •• '1r.11 •Ay1.t oae thhYltir►+ hh x 1tN+ i ..ass .;s.-= ..__.t7 _xsz _ j 4up { I i UPIN flava 11"V•y „1 ' — _ _ - .pn�• Iv Jw �( IVA uNIASIN?y 1 W'I'vJD IIMA A` 11 rl C � bo•lul • k S� II j 1 1 II } 1 I ' lNX/K r" Itilip a1 r1f _ -- -'- •= _ __�_ - •9-r--.r161- __•1.6 ODIC / •I g , N •' h .1 0 n `�.0 1 1 oy •y� � ,diep ..t lo• i, (9)/A �JNll00a. � n,l " ICBG Evaluation Service, Inc. °h � ^ A suasidiary corporation of&Jntf,M$gRln its So Yference of Building Officials EVALUATION REPORT Component DIYIlI 5930 S.W. JEAN RD. Report No.4211 � Copyright Q 1992 IC80 Evaluation Service,Inc. LAKE OSWEGO, OR 97034 /April, 1 P92 Filing Categury- FASTENERS—Steel Gvsett Plates (066) COMPUTRUS TRUSS PLATES comply with the 1991 Uniform Building code,subject to the following l COMPUTRUS,INC, conditions: e78 WEST SIXTH STREET, SUITE 114 CO1. The connectors are Installed as set forth In this re ort. CORONA, CALIFORNIA 91720 p A I.Subject:CompuTrus Truss Plates. 2. Allowable loads are as set torch In Table No. 1. 3. The allowable loads may be Increased for duration of load In ac- II.Description:A.General:The CompuTrus Truss Plates are punched ccrdance with Section 2504(c)4. from Nos.18 and 20 gauge galvanized sheet steel meeting mechanical re- 4. Connectors are Installed In pairs on opposite faces of the mem- quirements establ!,, ed In U.B.C.Standard No,27.1 for A446 Grade A or bens connected and are not Installed at locations when knots oc- higher steel.The plates have 9,4 teeth per square Inch of plate,each ap- cur. Froximatety 1/3 Inch in length and approximately 106 Inch In width,The 5, Application of truss plates to wood members with a moisture teeth are punched In pairs,with each pair spaced 1/4 Inch on ceWr along content exceeding 19 percent requires that only 80 49rtoril of the the width of the plate,and.85 Inch on center along the length.Allemating load values In Table No.I be used.Plans subm;„ed to the build. rows of teeth are staggered.10 Inch from adjacent rows.The"CN"series Ing official for approval must Indicate a maximum moisture con plates are identical to the"C"series,except that every third row of teeth tent for the wood at the time of plate Installation. is omitted.Plates are available In Increments of 112 inch in width,up to 12 6. Stresses at the net section of steel plates are not In excess el Ihl Inches,and.85 Inch in length,as required by the design.The plates are values pe t the In Chapter 27 el the code.The maximum ten applied to truss members in pairs on each face of each joint with a power vile load Is determined pt r 27multof theing the etflc��nnry ratio tlm► press constructed In accordance with the manufacturer's specifications. the gross arts of the plate times th" steel delIgn stress. 8.Identification:The CompuTnls series C plate is embossed with the 7. Where one-hour fire-resistive construction Is required, r r letter"C"for the No.20 gauge plate and"C18"for the No.18 gauge plate. Evaluation Reports Nos. 1352 and 1632, j The No.20 gauge CN series is Identified by the letters"CN"embossed on d. The allowable load values are recommended Doty when pis s.. the plate,and"CN18'for the No. 18 gauge plate. truss designs and ralculat!ons are submltlod and accepted by III.Evidence Submitted:Descriptive literature,details,calculations and the building official as showing compliance with the Unllr r load tests are submitted In compliance with U.B C.Standard No.25-17. Building Code and specifying that fabrication Inspection will b provided In accordance with Section 2510(f)of the cede. Findings 9. Trusses are Individually designed In accorda,ice with rex,r. nixed engineering principles. IV.Findings:That the CompuTrus Truss Plates described In!hls report This report Is subject to re-examinar:on In two yea % TABLE NO.(—ALLOWABLE LOAD IN POUNDS PFR SQUARE INCH OF PLATE CONTACT AREA ulnae!x[1111, -- smucf—M"f___1e Nf1M-sill mvTM11 Yluow nM( DouGU1!PAULA t; mancvcr Garro Ili rrwaar DMOlt1M#1 Lose vft tM Lop"Ae1ee�1 Y -illrerTlee t IM L, Romped to tNn.11w M s eMli IInHq b DInhIM N LMend MnHN Y DM�etlM N lei a wM!I1.�.�q Y tM d as 101CY M M Rrlr N Me mint 010.1-L-In Til'[OF Alii f Y t.1 M'Y 11' �'Y s,1" sY"Y M° I'Y 11' 4t°h 990`1 1°h s.!' M°h M' C, 1 155 lab 165 146 204 161 204 IFI 39 42 L:N I10 97 I10 I 97 1.16 107 116 107 74 42 TUALATIN VALLEY BUILDERS S4PLY Component Derision 5930 S.W. JEAN RD. lAJ<r t1SWEGO, OR 97034 114d. ation reports of/CBO EralaadoR.Srrvtee,/fit.of Lived sole m " lj pro.Ldt lnJonwadon re CIatP.l�ntrnbtn o//C80,rH.wn�the rode 1,Pon wAkh the rel,rt d.Evt/usAOR reporb err Rot to be construed at rrPre"Ret"t"Imchet4t OrtRy cher aaributes not tperifteelly addressed nor at OR endorten°,wr or recoesw„e. " for est of thr subject rrport port tr bated aPen lRdependen;Mm or ether Orhateal dart whirred by the tppucenR The/Cep Era/wHoR Service,Inc.,ter hRlral ttgo has rem .ed i ay ulll andlerOtherd.tta.butAm"not PottontertJetllldes to hallo dw kAepfRllRl lrnfleadon.ThereURoorrantybyICBG rattadeR Slr"cl,Inc.,etpre•s as to nal"FIRdIRQ^or edw naurr lR the rePort ors!to RRY p„Idue gyred by thr report rhU disc lef:ner Includes,but 4 to of 1101Ued to. werrAan/ebillrr. Page 1 of t I' r 1' f 1 a:7 I -..a...; .._.y. . x:.:. mf ti I In 0 17 cc ., ., •�J��s - in ` , uN w g617 4 6N1 Y� .�l PIN w N :i • Nm�LmmmmQl0 vmOG1 CL n N ..- N f�O m.Z i w 64 b 6. 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N M,• 77 V ,] i,. }�1 LZ -- .� L .t • s y4�1yt� Of ��•��"� ij!•3��y, aao '" •t. ' j � 91 rn . 'A �} s$a� N Q Y 3 UA nr IQUS s ! a y � � u 1 44 .. H NIt M a " 3 b� ., .n/tm) '-IVA NI i,wiv 11.. G.. ONI smanawco wom Ir' a cf3 , 1 in r -Q� �S 1 1 r� $ lies rr 11 � Q3 Q f W 00 UI w ri M Y 8 M � � i� 1 u• � � 1 ��• bd ., ' d 00-90-ZJi �j•�1 •i � � .l HIT ♦« RQ 6;D �� OO ff0 M clinall to +z O Y O O f .r E IR 4.1 CO , WNN 11 11 ;�i�� l� 00-00-9 kk A w /t"'O0 "A WEI AATIVA N lIVIVn.L 01 oN i innndwoo WON_i cb: G c9 . [z 'mr i16 , t•mo q Q G h as 4 p � -Kci o gLl r r - y. � . J J : Z ►+ r a 00-90-2 M o 0 0 I jtj m �! o�a • ■ • m ��Bi�A �id��i111��Y�� If1Z S J O K �M 0'f�M h• •q �. ZZZ UUU l.1 1i7 w ry T- FY � a. �. 2 C3 00-00-9 ' r a .. u � � wco m 4: 0 rP.- Ln If f J 4 N t t It C to NV" tv Ni O Y1 r 4 f 00 ci 6 1JVd A'ATIVn N IIWIV('.1. 0 1. JM I sfimi.n,IwOZ) WO,-I.{ bb 6 C6 . i Z 'Inr ,,'� i T'nfs safety alert symbol is used to attract our DANGER: A DANGER designates a condition a attentionl PERSONALSAFETY IS INVOLVEDI Whenwherefailure tofollow Instructions orheed warn- jou see this symbol - BECOME ALERT- HEED ITS � Ing will most likely result In serious personal MESSAGE. Injury or death or damage to structures. ®CAUTION: A CAUTION Identifies safe operating WARNING: A WARNING describes a condition practices or Indicates unsafe conditions that could wherefallure tofoilow Instructions could result in result In personal Injuryor damage to structures. ® severe personal Injury or damage to structures. g P 1 HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE ' 583 D'Onofrlo Dr.,Suite 200 40 PLATE CONNECTED WOOD TRUSSES' Madison,Wisconsin 53719 (608)833.590 It is the responsibility of the installer (builder building contractor, Hcensed personnel Inthe wood truss industry,but must,due to the nature of responsibilities contractor, erector or erection contractor) to properly receive unload, store, Involved,be presented as a guide for the use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect Hire and installer.Thus,thoTruss Plate Institute,Inc.expressly disclaims any responsibility ro3 .TheInstallermustexercisethesamehighdegreeofsafetyawarenessas for damages arising from the use,application or reliance on the recommendations with any other structural material.TPI does not intend these recommendations to and Information contained heroin by building designers,Installers,and others. beinterpreted as superior to the project Arch ltect'sor Engineer's design specification Copyright tD by Truss Plate Institute,Inc. All rights reserved.This document or for handling,installing and bracing woodtrussesfor a particular roof orfloor.These any part thereof must not be reproduced In any fo,m without written permission recommendations are based upon the collective experience of leading technical of the publisher. Printed in the United States of America. CAUTION:The builder,building contractor,Iicens?d CAUTION:All temporary bracing should be no less contractor, erector or erection contractor Is ad- than 2x4 grade marked lumber. All )nnections ®vised to obtain and read the entire booklet "Com- shou!d be made with minimum of 2-16d nails. All mentary and Recommendations for Handling, In- trusses assumed k'on-center or less. All multi-ply stalling & Bracing Metal Plate Connected Wood trusses should be connected together In accor- 'y Trusses, HIB-91" from the Truss Nate Institute. dance with design drawings prior to installation. �j TRUSS STORAGE CAUTION: Trusses should not - - ® be unloaded on rough terrain or ' uneven surfaces which could cause damage to the truss. Y, Trusses stored horizontally should be sup. ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until Installa- DANGER: Do not store bundles upright unless tion begins or lift bundled trusses by the bands. ® properly braced. DANGER: Walking on trusse which are lying WARNING: Do not use damaged trusses. 1A fiatinextremelydangerous and should bestrictly [A& prohibited. Frame 1 WARNING: Do not attach cables, chains, or WARNING:Do npt lit single trusses with spans II hooks to the web members. greater than 30' by the peak, r \ MECHANICAL INSTALLATION or less /or Ise\ T� Approximate h---- .- ..- Tag � I Approximately —_ Tay A Line truss length !4 truss longlh Line/ Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ attachment utilizing materials such as SpreaderBar ' Spreader Bar �i� "�_ slings,chains,cables, nylon strapping, / �\ _ tOr - -Toeln etc. of sufficient strength to carry the t �-- Toe In - weight of the truss.Each truss should be l set in proper position per the building designer's framing plan and held with �—device the ends of the _ _A�proxim� Y.Approximately the lifting un __, Ya to yitrues—length truss are securely fastened and tempo- Y,to V4 truss_ length ---- rary bracing Is installed. Greater then 60' Less than or equal to 60' Tag Line Tag Line Strongback/ Spreader Bar SpreaderElar �,. 10 t0 Toe In -Toe In At or above — _ ` mid-height G� I--- -- �.{ Approximately Approximately �,to�Y,truss length , Y:to Yi truss length _ f Tag Tag Greater than 60' Less than or equal to 60' Line Line CAUTION:Temporary bracing shown in this summary sheet is adequate for the Insishalbri of trusses with similar configurations. Consult a registered professional engineer M a different bracing arrangement Is desired. The engineer may design bracing In accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing Is possible. [�ROIJND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR j G14p TopCh.vd Typical vertical ---- uniWall swe attachment Plan LTiT Blocking l 6rnund bfa0aaround Brace vertical(tt80 • Topchord ,liv r ' YI yMkols Ge I Ground Macs �— t diagonals(GBG) I - "` f 1 Ground brace - (Ea) vertical(GBy) /! k 71 oup of uvea" r t Oiound Ixaee (EB) ..- A.ngonafe(oad Note:2nd 11—r eyshnn Miall Mw )3 adbe�grMa COWRY to wR+pae1 ground P 13—kup J 2M Roor ground Urlven TYPleslhot izonU1tie mertberwNA a IN Ikwn multiple etaken(HT) groundMalakes I CAUTION: Ground bracing required for all installations. jai Frame 2 I 4, 4 TOP CHORD x' TOP CHORD DIAGONAL BRACE ? 12 MINIMUM LATERAL BRACE SPACING(DBS) 4 or greater #tf $age SPAN PITCH SPACING(LBS) �_•a \ _ 20 15 r U 12 to 32' 4 w 6. _ 10 7 ri Over 32'-48' 4/12 — g 4 Over 48'-60' 4/12 5' Over 60' See a registered professional engineer �DF-Douglas Fir-Larch SP-Southern Pine HF•Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord \ All lateral braces Lateral BraceV, - L lapped at least 2 Required x trusses. _ 10'or Greater s � J 4' Attachment Required r a tion T` c r lop chords lhal are l literally brscea:can hackle ae4` together and cause collapse dtherr Ienodiago '> nal bracing.Diagonal bracing should be nailed to he underside of the top chord when purlins - PITCHED TRUSS ere attached to the topelde of the top chord, r nIT „> WARNING: Failure to follow these recommendallons could result In severe personal Injury or damage to trusses or buildings. TOP CHORD ' MINIMUM TOP CHORD DIAGONALBRACE A, 1 PITCH LATERAL BRACE SPACING(DBS) 12 SPAN DIFFERENCE SPACING(LBS) #trusses "P, SP;DF SPF Hr UP to 28' 2.5 7' 17 12 Over 28'-42' 3.0 _ 6' 9 6 Over 42'-60' 3.0 5' 5 3 — Over 60' See a registered professional engineer DF-Douglas FI--Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir ::ontinuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10'or Greater : . Attachment Required � l G rLp`�N4ry@� Top chords that aye later ally braced can buckle 4 1z SAr QQ` together and cause collapse Ifthere isno diago nal bracing.Diagonal orating should br nailyd r to the underside of the lop cnord whrn pwhns 1 are attached to the topside of the lop cha•d SCISSORS TRUSS Frame 3 I l �'lktF9MhMNNN•,/Vv.�pWµ13M-V(•' J'�%� .'�. ` ��' _,�ae_9� ti 4 or 9reatar BOTTVM CHORD BOTTDt.l CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING(DBS) 1, --- SPAN PITCH SPACING(LBS) [#trusses] ' U to 32' 4/12 15' rPIDF 20 15 - iOver 32' 48' 4/12 15' 10 7 Over 48'-60' 4112—�_ 15' 6 4 Over 60' See a registered pro_feselonal un eer DF• Douglas Fir-Larch SP-Southern Vine HF-Hem-F;r SPF-Spruce-Pine-Fir I / All lateral braces lapped at least 2 s, �j trusses. Bottom chord diagonal bracing repeated at each end of tate building and at same i spacing as top chord diagonal bracing. —— BOTTOM CHORD PLANE WARNING: Fallui a to to r�� '.'mendatlone could rfmjult In severe personal Injdry or damage to trusr;acs or buildings. \ - Cross bracing repeated ►a �� - - at each 'and c f the V, , builang and at 20' f - Intervals, Permanent continuous literal bracing as specified by the �'J r- 1 .48' truss engineering. WEB MEMBER PLANE] i Frame 4 ii 2x4/2x6 PARALLEL Continuous TOP CHORD Top Chord 'TOP CHORD DIAGONALBRACE CHORD TRUSS Lateral Brace —- MINIMUM LATERAL BRACE SPACING (DB,) _ Required SPAN DEPTH SPACING LD #trusses fo chord a thetarn lateral) bed can buck le SPACING(LB.) P laterally 10"Of Greater SP/DF 5 P F�H F I-get herand cause collapse if there lenodingo- _U 10 32' 3t)° 6' 16 10 nalbr.cing,Diegonalbracingshc.:ldbenaded -- lo the underside of the rep chord whan purlins Over 32'-48' 42" 6' 6 4 are attached to the topside of the top chord. Over 48'-60' 48" _5' _4 2 Over 60' See a registered pro!essional engineer Attachment DF•Douglas Fir-Larch SP•Southern Pine _-- ' � Required _ HF-Hem-Fir SPF-Spruce-Pine-Fir ®? l 300 or greater dl All let braces lapped at least two — r - trusses. The end 1-460� - diagonal brace for cantilevered End diagonals are essential for trusses must be stability and must be duplicallod on plac-d on vertical both ends of the truss system. webs in!Ine with tL^support. WARNING, Failure to follow these recommendations could result Jn severe personal Injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHOR� r Continuous Y Top Chord TopchoAslhalwe laterally b-aced can buckle Lateral Brae together and cau se collapse if there is no diago. Required nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlin I 10"or Greater are attached to the lopelde of the top chord. �. i Attachment 1g / Required Q f 30'(09 ?�a� 31/,* Trusses must have lum- bar oriented in the her!- IT i zontal d;rection to use braces lapped this brice spacing. at leapt two _ !ruilsas. •,.c End diagonals are essehJW for / is stability t•nd must be duplicalletl an both Rt ds of the truss system. Frame 5 l i i aTA) 71 r{�w t"+ r ;hl pig {G r 4 iv' ar4 � * a r••''�g N�t3'ryla S ��Caty " ..eut�l ` • �4 Mi12 TOP CHORD 3 or grasper B' TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING(DBS) SPAN PITCH SPACING(LBS) [#trusses] _ SPD SHF U to 24' JEtEj 2 8' 17 12_ Over 24'-42' 10 & Over 42'-54' 6 4 Over 54' See s registered professional engineer DF-Dougles Flr-L&rch SP-Southern Pine a o HF-Hem-Fir SPF• Spruce-Pine-Fir 0' ryo-o ¢yt<��, 1 y 1�Jy ct All lateral braces • lapped at least 2 trusses. Diagonal brace � �---• also required on end verticals. Continuous Top Chord Lateral Brace- aequired Top chords that are laterally braced ran buckle I together and cause collapse if there is no diago, 10"or Greater nal bracing.Diagona'bracing should be nailed`to the r.nderside of the top chord when purlins are etlached to the topside of the top chord, CV/, aa46' Attachment (MONO TFIUSS] Required WARNING: Failw a to follow these recommendations could resuR In severe personal Injury or damage to trusses or buildings. �i INSTALLATION TOLERANCE BOW Length L(in) --- I PLUI D(in) D/50 D(ft) 1- _. ............................ less!of 12" 1 1/4" 1. ±y, , L/M or 2" y 4" 19' 2' 38" 3/4" 3' 48", -11" 4. I I tj --T g0" 1-1/4" 5' — --- I_(In) —--—+Is- L(In) I I 84" 1-314" 7' t )8" 2" 8, Truss I I U8" 2„- 8. I 1 _............ A, � DepthF1 I -_ — D(In) Lesser of L/200 or 2" (� Lesser of D/50 or 2" L(in) U200 L(ft) L(in) L/200 L(ft) t'/4"--H ---- u 200.. 1�. 18.7' Ma 50 1/4"' _4.2' Misplacement Plurnb 100'' - 2" _8.3' 250" 1.1/4" 20.8' Line 15o,' 11/4" 12.5' 300" 1 1-1/2" 25.0' OJT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: Under no clfcumstan `nIANNING: Do not cut trusses, construction loads of anydescriptlorlbillollMi� on unbraced trusses. Frame 6 r 'AL, .Awft ._ s CITY OF T I CARD — RECEIPT OF P'AYME'NT RECEIPT NO. 193-242336 CHECK AMOUNT a 85. 00 NAME. MI1LT:—L l3HT BPOADWAY a116N CASH AMOUNT a 0. 00 ADDRESS a COM[ANY INC. PAYMENT DATE: : 07/ 15/93 3255 Il.!E 6POADWAY SUBDIVISION a PORTLAND, ORE00N 9723P— 12085 SW HALL BLVD. PURPOSE OF PAYMENT AMOUNT PAID PURPOSE 0, PAYMENT AMOUNT PAID Ii�I.� h1 F'FRMI7' F 5[ N9 -11.0- 35. 00 SIGN PFIRMIT4F SON93—i 11 00 f;lnld PERMIT F SGN93-112 x=' . 00 Ij i I ''j PE=Pil0NENT WA1_1._ SIGN. I I ,I J TOTAL AMOUNT PAID — - > F3'`,. 00 i I 1 I 1 'k y 4 ,7 j i ter--�- • CIT`! or- T I GARD — RECEIPT OF PAYMENT RECEIPT NO, CHECK AMOUNT a 77. 50 :NAME MULTI .-LIGHT BROADWAY S'.C(yN CASH AMOUNT a 0. 00 ODDRESS a COMPONY 1NC:. PAYMENT DATE: e 07/15/9 3255 NE BROADWAY SUBDIVISION PORTL-nNU, OREGON 9723c'— 1c't1+R3�i 9W HALI •fel.. VT),. ^UPCOOSE' OF PAYMENT AMOUNT RAID PURPOSE OF PAYMENT AMOUNT PAIL ii3Tt7N PERMIT FSCahl9 3- 11; 35. 00 BUILDING PERM L5. 00 i0k-AN C:HEC:Y. FE 16. 25 ST. BU.T.1-D PER 1. 25 i i 1 i I t-E-'RMANENT FREES'AND I NG SIGN. r i TOTAL 11MEoUNT RAID — — —> 77. 50 t i low- i . I I, i K , TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 i July 14 , 1993 Gary Ruchaber r Norwes,` Construction, Inc. 6560 S.W. Fallbrook Pl. Beaverton, Oregon 97005 Re:� Napa Auto Parts A 4-&01,5- &0 B 39S.W-0001.1 Blvd. Dear Mr. Ruchaber: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject tL Tigard Building Department requirements and the following items: 1.. The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10. 208 2 . Not less than one (1) approved fire extinguisher s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction � thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 faet. UFC Sec. 10 . 303 i (*) 2A10B:C - Light and Ordinary Hazard i 4A36D:t.� -- Extra Hazard 3 (**) 3 , 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard j fi I i "Working"Smoke Detecturs Save Lives i 1 r(4 s rr.s ....-. .I. f. A 1 � Gary Ruchaber July 14 , 1993 Page 2 ` Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National. Fire Protection Association Standard 10-1. 3 . Please refer to letter from this office dated April 27, 1993 . Compliance witn this letter was not noted on the plans reviewed this date. Approval of submitted plans is not an approval of omissions or oversights by thin office or of non- compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-2469. Sincerely, ; Bradley N. Wanamaker ' Deputy Fire Marshal BNW:kw cc: Tigard Building Depar.tmant i 1'• , u r i I �acrloN goTlca City of Tigard Building . 13135 BW Nall Bled. Tigard, Oregon 9� Inspection Line (Ree-o-Phone)s 639-41175 Business hones 639-4171 Inspectionx Tooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Cut Gas Line TINRLs Pont/Beam 8truct, Ban. Sewer Framing -Bldg. r Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Merh. u Date Requesteds�7 13 2 3 _Timex —AM n/ PM ,rw Ades: 2 �� L _��x f'71 ��.'�.. _ Pex.mit Ix ,'�-�! (>� ' Builders TBE FOLLOWING CURRECTJONS ARE REQUIREDs dq f Inspector: Dates (ROVED DISAPPROVKD APPROVED SUBJECT TO ABOVE Call For Reinap. n y i F INySPF ON NGTICF , ' Y City of Tigard Buil(ting Depk_-troeat 13125 SW Hall Blvd. Tigard, Oregcm 972' l spection Line (Rec-4-Phone): 6.39-4175 Busincs Pho 39- 1 Inspection: - (� Footing Plbq. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struc-t. San. Sewer Framing -•Bl.r1q. Poet/Beata Nech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Liae iC/ QyD, Bd. -Mach � ' Date Requested: 7 1 % / Times 110 AM PM Adcirees:1!2� C) rC�C _ Pe-mit Builder:.____-�. THE FOLLOWING CORRECTIONS ARE REQUIRED- k y i 1 y IN14 + l PM innpaot ort �----� Rphito n DISAPPROVED APPROVED SU&TRCT TO ABOVE F __Call For Reinep. 1 .e LNSPFi.rjON NOTICE City of Tigard Building 6;-part—ent 13125 ON Hall Blvd. Tigard, Oregou 9722. � Inwpeertion Line (Ree-O-.'! .jne): 639-4175 Busineen Phone: 639-4171 J Footing Plbg. Underel Hec .Rough-in Appr/Sdwlk rn:nd.- Plbg. Top that Cas Line FINAL: y.,,' ',4•`•y h°;, Post/Beam Struct. Ban. Sewer Fr:uning -Bldg. r Post/Beam Hech. Raln Drain Insulation -Plumb. Plbq. Underfloor Mater Line Gyp. Bd. -Mach. Date Requested: �Z�� Time:: AN pq - Address: Builder: .e:� J THE FOLLOWING CORRECTIONS A1U! REQUIRED: f I`r a. Inspector:_ _ Date: T �� \� APPROVED __- DISAFPROM' APPROVED 6p8JYCT Aa," Call For Reinsp. 4 I INS ECTION NOTICE. / af ligard Building Department 1312' %V ball Blvd. Tigard, Oregon 97223 Inspcctian •.tn^ ,.ilwc-O-Phone): 639-4175 Suslnens Phone: 639-4171 Inspectinnz_ Footing Plbg. Utideralah Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL& Poet/Bean Struct. San. Sewer Framing -Bldg. Post/Beam Rech. Rain Drain Insulation -Plumb. Plbg. Underfloor 'Water Line Gyp. Bd. f, -SAoh. Date Requentedt_ / /�� _ _Times e_zy 11M PM Addresu: v I S G��Q � Permit #t I ��F e h (d� Builder: �, U_) !_ � �1 THF FOLLOWING CORRECTI^VS ARE REQUIREDs Inspector s Date DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinsp. i�1iJ«tw�Yp�mur^'n..aw••... ...,,,,-�+eR.a�n,.„ .,. r�c ;b CITE' CSF THO RD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Orogen 97223.8199 (503)839.4171 UN D VH!_ Sb h0° aatc °" tail!', . . .,..._.... ..,«.«.......v. i 6iAYt1' til �.wlPl:il�� G Li GatE t'x SW F OLi_s ±:lel 4 JA JL.h; �g�/5 1$�'(�1� L W! :+tt0T1L l NINTHWEST 1 i `� 9 jajfly3 7" l�l169Qj l (-*IV`_ e; Leri _._.._. .. _.._._._ ._.._. . xi is issued 5uv,)ect to $iie rejui8iions comairpd in, i!-,t ,l.rl p ...._..._.,_._...,..._..,..._..._........._. Ji#wo;ftk0pa1 Wef Wte �t Latter brrt Ali W'er ;:;{;r•ur: :; rapplicable laws, Al; woo-t Mi i s tie dcne ir, acs a dance wt wh �,r „ L.if i rr s N :+,D-. Jtia� 'ilitil$� ih;.li (ie"'!li r IY1 i i F rF7.i'f +Ui"`• i' '�;,L SLF1' 1L� :k L 2lU ) F'r ry�� -._ «...-..:..____. n 0i 1; 18& days c i,suarCe, or ," , c A""", 106p, 166 Gays. rGp 1 .I t (r 1 1:y • � r r r , OF (� A13125 Sw Hall ava. PLNCK/RECT #CITYTI GA D PERMIT # ZTY COMMUNITY DEVELOPMENT DEPARTMENT I ippl.Orcgon 97223 (503639-4171 DATE ISSUED JOB ADDRESS: �� cJ-�i' fA Z/ ,l7 IG r"� �J TAX MAP/LOT SUB: LOT: _ LAND USE: VALUATION: 3,2 ? APPROVED p U]*** • Y � �__ 'tel/G 9.3 OWNER -� SPECIAL NO NAME: _ �. Wit' h'«C`�a�` ' _ REISSUE OF: ADDRESS: _ .`1 � `5F0G% !__c{�+t'L"cy� 6 LAST REISSUE: i `g Y` L '�"=�� "'x'.� e> .E'. ! ��!_> _ FLOOD PLAIN/ PHONE: `��' �G��gL- SENSITIVE LAND: CONTRACTOR APPROVALS REGUIR_ED S D C g Z-000 NAME: /Yc i' r /"T �C� rur /, /��; PLANNING: ADDRESS: ENGINEERING: FIRE DEPT: PHONE: _ OTHER: l r u — I CONTR. BOARD #: EXP DATE: BG1Poys �.c- i ll ITEMS REQUIRED SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH ENGINEER CALCULATIONS: NAME: TRUSS DETAILS: ADDRESS: OTHER: PHONE: _ I I i PROPOSED BLDG. USE: COMMENTS: SSR--CAal_61Tl1�nlS�►l L1<<7' B7' ,c� 4 :-1►9N�s'f AF1'�yf-' fS-SGI�'1JCI� OF T.r,<!S !>��r- cel_ 4tiT�[. cfp RPVC�CAr�c,y �s sc. R•��,>t�,v 4 � I; l APPLICANT SIGNATURE Received By: y _ Date Received: L/%2 3 Lys r 4 ` v,b: ifAU®3.Ynx b 3�La S, lr . .:..1.Wniv �i..ii1i14wwV....wiwW" PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 0z L', 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5q) _�( � _ -= IUilo Building — Plumbing Mechanical i 10-433 00 Plans Check Fee Building _ Plumbing _ Mechanical 10-230 06 Fare 30-2.02 00 Sewer Connection _ 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25--448-04 Industrial 11F Fees 25--448-06 Institutional TIF Fees j 25-448-03 Office TIF Fees 25-448-01 Resieent:al Traffic Fees _ 25-448-05 Mass Transit TIF Fees 52-445 00 Parks System Dev Charge (PDC) _ 31-450 00 Storm Drainage Syst Dev Chrg _ d — (SSDCo,0a 24-445-01 Water Qua-, ity (Fee in lieu of) _ 24-445-02 Water Quantity (Fee in lieu of) _ TOTAL 3/��j3i qiJ aL, I rnm/3581P.WPF o,.,,�... __1 . r tC. (Mho a� Ce CMH M H, i�` /� r�I C6 205.9 ,� s 205,5 x 00 � QMFi PK PARKING /i. p PARKIN /� 9 204.9 s"'!` • __ _._ . ..rte _ •' ��. _ �- - ---r--- � CB cs 202.7 1 �`\ ,3 A R K I N G _,_ `_) ` ,a � 2 6 CBO x 2 0 5 6 1 P 1 l CBO 203 I '__-'•\ J ' •PavE' D .(,/ � .206.7 ! C9 \ ~ ? , PARKING "3 209.4 CBOI PK / 7j� � JL i CBOyi r r 200 UO : t t _ ' 03 •_1,93 08:11 $206 691 8&34H.1' EDi)R1 INC. X001 Proposed Commercial Building 12075 SW Hall Blvd Offsite drainage analysis Drainage area - 1 .29 Ac. �` e Runoff coeficient - .90 r Tc - 10 min I10 - 1.84 ' Q = 1.29 X .9 X 1.84 = 2.14 cfs i Existing Storm drain 15" at St slope Capacity = 15 cfs OK i Prepared By Harker Engineer,-g 1924 Broadway, suite a Vancouver, Wa 98663 ( , i I i� P i k _m • i I i CITY OF 'TTt;ARD RE::C:F=IP1 OF PAYMENT RE CTIPT NO, 193-23852w CHECK AMOUNT 131.. 30 NPMR. a N. 14. C:ONSTRUC TOR y INC. CAP>H AMOUNT � 0. 00 , �E�`60 SW FAL.L.SROC'K L.N. PAYMENT t�F1'T'E: : 04/phi/93 I� BF:(4vr-R"rON, ORE,. (;Ue)T v IS I ON t E 9,7005- PURPOSE 005-PURPf:1G:E OF PAYMENT AMOL.INT P011) PLIRF:'Cl A OF PAYMF:N'T AMOUNT FAIT! � lw'LAN GF-IEC,K F E 1 :1. 30 . I �i i I I TENIAL. AMULINT PAID ._ _ _> :31, 30 s L INSPECTION NOTICE t, City of Tigard Building Depaxtient 13125 801 Ka11 Blvd. Tigard, Oregon 97223 ll Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Hach. Rough-in Appr/Sdwlk �r Foetid. P?.bg. Top Out Gas Line FINALI Post/Beam Struct. San. Swwor Framing -Bldg. Port/Beam Mech. Rain Drain Insulation -Plumb. ? Plbg. Underfloor Water Line Gyp. Rd. -Mach. M Date Requested: Q L Ll� ~�U 1 T1": I f 1111 / PM Addre4s= 7 ,�_7� (�D Q I" 1,�,4 FermU #t a< Builders 31- 2.f] -3 - THE FOLLOWING C=UCTIOKS ARE REQUIRED: rM t. ) � yIT Inspector: Dates__ 11ffROViD __ OIBApfRO{RD )S?IVJV1D BUSYWT TO ADM Call for Refttsp. I a s«ACU{ ., +�.n.rw�.�tq�IF'�FV�y�§�i:!'19ti�f�'14d6' ,y��j �ii�(`��ST�t`tIrF1�''9Y73'ii�+i;�►F:t'►w:aM�.um+wn�m� ��; 1 y�1�:� . r J j Fit :a S. ti .w. slim INSP3CTION NOTICE city of Tigard Building Depart:-eat 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspect:.on Line ( -o-Pho w): 639-4175 Busine a Phone: 639-4171 Inspection: 7� Footing Plbg. Underalab Hoch. Rough-in Apor/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San, Seder Framing -Bldg. Post/Beam Hoch. Rain Drain insulation -Plumb. Plbq. Underfloor Neter Line Gyp. Bd. -Nech. ,-�j �_ G � Ghc�! Date Requestedt C� Tim•t �!( PN Address: 'f Permit ft Builder: THE FOLLOWING CORRECTIONS ARE REQUIREDs I Inepeotor: t ' APPw ED DISAPPROVED APPROVED SUBTiCrT To ABOVE !•" �! 1 `__Call For Reinsp. r - 1 jNS"PECTION NOTICe � �i�,,..^!� City of Tigard Building lepartnent- �t , 13125 BR Hall Blvd. Tigard, Oregon 97293r` - .....__ Inspection Line (Rbc-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: { _'/��_4-- looting Plbg. Underalab Mach. Rough-in Appr/Sdwlk ound. Plbg. Top Out Gas Lino FINAL: Post/Beam Struct. San. Sswer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Plater Line Gyp. Rd. -Neth. A Date Requested: 'c � Time: ---::-AM PH Addresux.1 Jy(/ �f _ _ Permit «c� y /Q& Builder: YcGfe- ICW THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Datet \ APPROVEn DIBAPPROVRD APPROVED 8138JRCT To ABOVE / Call For Roinsp. -AW : 1 � rr �t E c�q 0,76 qy 9 -- G� �J G � C�o� yhti C" `IP r4-d 1 n } ' M V CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT I 13125 3W Hall Blvd.Tigard,Oregon 97223.8199 (503)839.4171 I it • i i I r 6 r � a a I h L� I • CIT` OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT' 13125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)630.4171 , J N1 i w i._Wf .. : q . . _ LOT. . :. , . . . . . . . . .. . EIY TE,.r1:l OR Wi•:i]LL t::0Nb l k !L' ;'i' I[��k6�3+RK. :NE14 r I RST. . . . ., 1 c 19'_.', y F N. p 5: 1.HR E wJ e "i-''' i.l�'��,�L�L..`. .1.�- 71:.t..+..�l�t i.;„ '.r'r f"�{S�•I�:.I�� i-'L:ht ti ll::� . .._ ....._...._ t. NS{ SN TeiIrR L. . . sr N: S: L: w: uFt:• M... . i J I v+� .._._... ._ a a.�. �: s f'' ROOFI;:L)N'ca i :1; i{t:L C;I i1"`hh.►C'V I) BASEMENT, ; f FlRE:.A biL•P. RATLU s f't Li F;i?r!l":il_. . . � ; Q:::w;1.i ,Ei=%. { t'•�Tii1.7G j . TY, �•._� r REED :.it' ? wic...I --..,.-._ ... RE.GrL1IPC-- .)- 7-+.»� ,. . _ j—'_ f.!:: f LL; I . L`4) f t �'�?-.6 n 4.4 1� i' 1 ii,; i.},'�t�1i.w iV ...��f��,. UL r. NG UN 1 V a: r` I R i-)LPM 01 HND t( r' PEX. `i Ec�T, ':�. . ��!�" :ai.; 2��+,r. . . t,.q.j,.:fl,+ t•'ttC) �;L�it'i1:Itil r='ids±i` .:��i(i.. ` Can fitrl.Act new r^aru c+3 m 1 (sIJy =i;eJ I w/1.rt firriii for 55005g1'`t: ti .,it i l uim L?{ 'T HL i•-'L I'01 i'i 1 3 r G F'iJUiuliaN{ .�.LrfV ivi. r', Yl�,a ii r), by date saki uiJ FFFi_.LlitlCli.i!�'. '_�=;iV�. t�f;�`�!`� .� "�:�;;:,, 4�+Ir .Tt•i IZIC./G'i:,'ri,'s -•• ,ana Oi 641--7060 E6 :'P'VF_R7 fJ3V (.iit 9 r0VvCi...vi4v+2tk+ 4696<< Rk:U61 RE.0 I CttSPELI I UNa tk r,erait is issued ywbjtct tri tht regliiatiwis containea in the i'ar,•t/t'uunc, Inwp .yard Kiri li 1p6I {.66rr ,%ate of Ore. Specialty Ct.dn1 and all ether Gt r uc. f_;t e e:L I n 4s p 1Cabie ibi Ali M41A 0611' bd dant 5l U'd.rice wit i id C{1 n f :A y e i I n s t1 :t-oved aline. ''mi! pewit or;: expire if r,•i4 is not s'.r, ;lrtb 11)'iP41A IN IN dlyi s lr%jancav x it i :i suspe:'rLite rat, ILI to iYtd6orwy Inbp 1JO days. { r,ato i.r,is J'n,"`r u r_•F n p i'i I 1 Ira 1!; C,; -iAt iun Insp leo lisp i i k r.1 �y �' t.`1i ,w" r8 .,•5,k� - r;,� .145 IN'�'. .`>�°:'�1.Tr."7 ,:�2., " ,:,rs;••it-"�'::`.,.:C�b....:..: 'i'i� r'Ya.YYw**w . ".$,1��r1•�a I. OFTIG.�[�Ia 131uswtr,utu�a. PLNCK/RtCT #CITY PERMIT COMMUNrlY DEVELOPMENT DEPARTMENT 7igmr40mgon91223 (503)6"`"" DATE ISSUED JOB ADDRESS: ] ' S C�. /_/ -CZ TAX MAP/LOT SUB: LOT. — LAND USE: _eMb _ VALUATION" OWNER / SPECIAL NOTES NAME: X s6 � REISSUE OF: i ADDRESS: (`z 5"G n s u/ ��'l/�1 v��a� /"JLAST kEISSUE: _ 7 d 0 S' FLOOD PLAIN] PHONE: �4 7 eq �' SENSITIVE LANL: _^ CONTRACTOR APPROVALS REQUIRED cDR_9Z. CJc'�rj NAME: a�Ps ,r �.� ^` - S �z PLANNING: — --- _� ADDRESS: �o S li O S Cli � �o" �n� �` • ENGINELRING: _ FIRE DEPT: PHONE: OTHER: CONTR. BOARD #: �G 9 �' F. P DATE: - - ITEMS REQUUIR._.. f SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: — BUS TAX: ARCH ENGINEER CALCULATIONS: — NAME: TRUSS DETA LS: — ADDRESS: --- __ OTHER: PHONE: PROPOSED BLDG. USE: CLMMENTS: 'j'4,'"7? -001`I' 60h . 447 i APPLICANT S I GNATI!►tE A� Received By: Date Received: 1 e� ��1,�},_. 5:, �...a..w'..d•�+w........,..._..,._........... ..... ....r ., ..,.. __. .,...,.Mvn'..,,,xslsa[M^.If�'4.*Mrty..ro}l:.rs..�w.. ...__ - ._.>,......., . vr.aNr}Yiit'r r..�'�1. i PERMIT k ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees _ J 10-230 01 State BaJlding Tax (5q) 1 Building -- I Plumbing Mechanical 10-433 00 Plans Check fee Building } Plumbing — Mechanical 10-2:30 06 Fire 30-202 00 Sewer Connection z1 i2z)d 30-444 00 Sewer Inspection 1 t,X94.ap 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF fees 52-449 00 Parks System Dev Charge (POC) _ 31-450 00 Storm Drainage Syst Dev Chrg (SSOC) 24-445-01 Water Quality (Fee in lieu of) _ 24-445-02 Water Quantity (Fee in lieu of) TOTAL 06 nm/3587P.WP1- L� ,i • • my OF, "r I GArll - RECEIPT OF PAYMENT RECEIPT NO. u 93--24.1581 CHECK AMOUNT 3`':191. 75 AME a NORTHWEST T CONSTRUCTORSCfaGH AMOUNT 0. iaO � DL)F2E�35 t PAYMENT DATE r'UBDIVISION ='URF'nFiF OF Pf-*IY01PNT AMOUNT PAID 1='URI O E OF PAYMENT AMOUNT F'a I D BUILDING PERM 933. 00-•_...__.�. RIJ.__._______.._.._._...__._._.___.._._.._. ..._._____..__._...__._._._. -_.. I L D I NG PF•RM 2.02. 00 nT. BUILD PF'R 46. 65 ST. BUILD F'F10. 10 ow :;TORl'4 DRAIN .r.7Df- 800. 00 F t i ;:i I TE PE=RMIT, F OLINDA"r I nN ONLY PERMIT 12075 SW HALL. ! "f OTAL AMOUNT PAID - - _l 3 9431. 7 51 ,I CJ J Y OF T I SARD - RFCE i r.,-r OF r>F't`t MFNT RECE.1 PT NI"1. „93-.,:'40175 f;1IECK AM(Jma a 60+"x. 45 NAME s Nf)I•.,rHwu1'r CONSTRACTORS C AC H PMOUNT c 0. 00 dI)1)REc;'3 PAYMENT DATE t O5/1P/93 Coll-ISD IVISION s LRUR[''U'3F OF PAYMENT AMOUNT PAID PURPOSE_OF f"1AYMF'N'r AMOUN1 PAID ` PLAN CHECK FES m606. 4:� I I NAPA AUTO F'APT4; tc0171,5 Sw HALL r?I...UI) r0TAl- 17-11t4t]L.IN'r PATD - — - i 606. 45 City of Tig-:rd MECHANICAL. PERMIT Pianck/Rec. # 13125 SW Hall Blvd. APPLICATION Permit #J&RR —r— y32 Tigard, OR 97223 (503) 639-4171 _ scnption .» Table 3A Mechanical Code QTY PRICE AMT Job a '--5LAj 116,11) Permit Fee -0- -0- 10.00 Address W 2) Supplemnntal Permit 3.00 Furnace to W0,000 BTU - -- N 1) Ind.duds E vents 6.00 Furnace 1(x),000 BTU+ Owner 2) incl-duds a vents 7.50 Floor Furn 7� 3) incl.vent 6.00 +� spe ad heater.wall heater 4) or floor mounted heater 6.00 Occupant Vent not i�clin 5) appliance permit 3.00 ZP Repair of heating,re ng. G) cooling,absorption unit 6.00 Boiler or comp,heat pump,air con . 7) to 3 HP absorp unit to 100K BTU / 6.00 nBoiler or comp,beat pump,air Gond. 8) 3.15 HP absorp unit to 500K BTU ,� 11.00 Contractor ,,,, Boiler or comp,heat pump,air cond. 9) 15-30 HP absorp unit.5-1 mil BTU 15.00 W' ••� �+�' Boilw or comp,heat pump,air Gond. 10) 30 50 UIP absorp unit 1-1.75 mil BTU 22.50 Trern a now ge Mat I have road this apkation, t e Boiler or comp,heat pump,air cond. information given is correct,that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in complianc i tivith State Air handliN unit to laws,that I am registered with the Construction Crntractor's Board, 12) 10,000 CFM 4.50 that the number given is correct (It exempt from State registration, Air handling unit reason below. _ _ i Please give ) 13) 10,000 CTM� 7.50 Non portable 14) evaporate cooler 4.50 Vent fan connect �– — --- 15) to a single dud 3.00 3lrl Ventilation system not 16) included in appliance permit 4.50 ••••'•« .. Hood sery. y 17) mechanical exhaust 4.50 Describe work n addition alteration 0 repair Conhmercial or steal to be done risidkitfal Q non residenti4lq ) typo incinerator 30.00 soT Existing u ' — her i.e.,wr water building or propertya __ — 19) heater,solar dryers,etc. 4.50 r•roposed use of r/ 20) Gas pipirn r four outlets 2.00 Z lJU building or property Typo of fuel -oil Q natural gas)) LPG Q electric Q 21) Mom the. - outlet _OTIC Minimum Fite$25,00 SUI]TOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SCRc!iARGE , IF CONSTRUCTION OR WORK IS SUSPENDED OR — --- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL 10- 75 AFTER WORK IS COMMENCED — TOTAL 5� Special Conditions ------ ----- by -- r.n.r�rA.t i INSPECTION NOTICE City of Tiyard Building Departsrmt r i.' 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-G-Phone)t 639-4175 Bjsiness Phone: 639-4171 Inspection: � Footing Plbg. Underslab Kech. Rough-in Appr/Sdwlk 4 Found. Plbg. Top Out Gas Line FINALS Post/B,sam Struct. San. Sewer. Framing -Bldg. Post/Seam Hach. Rain Drain Insulation lumb. Plbg. Underrloor /Water Line Gyp. Bd. Koch. Date � Ds.te Requested: / -! 4 !7 Times AM PM l ! Wdresss s�-lJ .s i�J73 Permit Builders -- THE FOLLOWING CORRECTIONS ARE REQUIRED: f i I rx -,- Inspector: ^ _ Dater i APPROVED PISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. - J �1 UNIFIED SEWERAGE AGENCY OF WASHING XX4 COUNTY t' ,E)Z URE UN 1 T RAT i NGS + w TOTAL TOTAL F 1 XTURE VALUE c 'f-.C� �. NUMBER NUMBER BAPTISTRY/FONT 4 j BATH — TUB/SHCYWER 4 S — JACUZ/W1 PL 4 CUSPICOR/n'ATER ASP 1 i DISHWASHER _ COMMER 4 j1L DO ST 2 DR 114K 1 NG FOUNTAIN 1 FLOOR DRA 1 N -- Z INCH 2 S� — 3 INCH 5 — 4 INCH 6 GARBA M D 1 SPOSAL — DOM (TO 3/4 HP) 16 — COMM (TO 5 HP) 3Z — IND (OVER 5 HP) 48 OIL SEP (GAS STA) 6 !� SHOWER — GANG 1 STALL 2 S 1 IK — BAR 2 ��s — BRADLEY 5 — COMME-RC1AL 3 — SERVICE 3 MASHER, CLOTHES 6 MATER EXT 6 MATER CLOSET 8 / —Y UR 1 NAL 6 i S Fx value this ten EDU - this tenant Run. fx valuer bldg Ln Run. EDU - bld . I j Sewer permit � �,; s oil. DATE--- (J'/$_9j INSP— TOTAL BUS 1 NESS L Ury•, /,�(j EDU ADDRESS S SVJ f�n(,t� 1; f. PERM 1 T NO. TAX MAP/LOT ` �,�� 5��'L/ cD COUNTED FROM 73-25 R83 P _J y DATE: PLANS CHECK NO.: G PROJECT TITLE: COUNTYWIDE �A�L BLyy '��'�� •rf r.�•'F.' TRAFFIC IMPACT FEE APPLICANT: WORKSHEET 6wAebiiC -- (FOR NUN-SINGLE FAMILY USES) MAILING ADDRESS: CITY/ZIP/PHONE: RATE PER .844fligemaV 17,90 5� 6��-tJ06�3 i • LAND $ CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $146.00 251 ZAA -1/990 BUSINESS ANQ Q0MMEfLQjAL, $37.00 SITUS NO.ADDRESS: /ZO 7� Sil2 ffs/GL FJ1ryJ INDUSTRIAL 141.00 INSTITUTIONAL $;60.00 PAYMENT METHOD: /CHECK CREDIT INSTITUTIONAL UNI.Y: f BANCROFT PROMISSORY NOT LAND USE CATEGORY DESCRIPTION OF USE EKIDAY AVCf TRIP RAWEEKEND AVE TRIP RA i DEFER TO OCCUPANCY CA/1A BASIS: ,4P/U4441`f 40"PM 5 aA2-Sr WA-011.) ori A I z, l9 15- .SQ UA,ec A007' I f i . CA,AL.CULATiONS: i X T�eiPs/dr, X -re R 2Ay,E 7 /Z• 14'5- X y0 b8 X 37.00 =t�/9,355.U3 = ,g'/o .35 'o d'ROJECT TRIP GENEAATWN: FEE: �'3ssoD ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY. ASS 7WA4.1sl T F TG L..5f =7A-w-c4vSS l.bAwzt5 SQ&Ater QcE7 mS L'o►MFiee iw*- 17 P99. ea , PREPAREDD BY: CC: WAS14INGTON COUNTY -- TIF NOTEBOOK fulm tifl0 : IIIA :�i TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2169• F.,X 526-2538 r. April. 27, 1993 i i Gary Ruchaber 6560 S.W. Fallbrook Ln. Beaverton, Ore,on 97005 Re: Proposrd Commercial Building 4-2875 3.W. Hall Blvd. 6089B-.)97-000 Dear Mr. Rut.. -saber: The Fire Marshal 's Office leas reviewed the above mentioned site plan for compliance with applicable portions of the Uniform Fire Code, ' and the Uniform Building Code, specifically referencing fire department and other local ordinances and regulations. This office has no objections to the development of t,`iis site insofar as fire and life safety provisions are concerned, subject to the following: All curves and corners on fire department access roads, or portions of the parking lots serving as fire department access roads need to have an outside radius of 45 feet and an inside radius of 25 feet . Prior to any combustible constriction, fire fighting water supply (hydrants) must be placed to within 250 feet of am portion of combustible construction. Fire flow information and calculations for the hydrants would *geed to bt. provided and approved prior to any installation of fire hydrants. Indicate road and driveway design providing f.'re department access to within 150 feet of any portion of combustible construction as measured from the outside. 'II'orklrrs"Smoke Detectors Save Lives n L - h i Y 1 Gary Ruchaber April 27, 1993 Page 2 Approval of submitted plans is not an approval of omissions or oversights by this office or of non- compliance with any applicable regulations of local government. If I can be of any further assistance to you. -)lease feel � free to contact me at 526-2469. a Sincerely, j Bradley N. Wanamaker Deputy Fire Marshal s i BNW:kw cc: Jim Jaqua Tigard Btiildin7 Department I Mal 1 I i ;i x 1 i I i t I'. 9 dry.. . It IK J: April 15, 1993 CITY OF TIGA►RD OREGON Roger Stalick 834 SW St. Clair Portland, OR 97205 Re: Credits for 2S102AA, Tax lots 400 and 490 Dear Mr. Stalick, Our building recx?rds indicate that two houses formerly located at 12115 and 12085 SW Hall Blvd. were at one time connected to the public sewer. Both houses have since been demolished and you will be allowed two sewer DU credits for the new commercial project being planned at this location. Since the homes were demolished more than one year ago, county ordinances do not have provisions to allow credits for the storm drainage or traffic impact fees. If I can be of further assistance, please call me at 639-4171, ext. 310. .j I Sincerely, rree Hrdina Building Permit Clerk f I 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — J t P Fy" E .... �...c :avr• 'y;47i^iWa<iM4^19D:�iii?!?o-,41Rk.s1f'. .•ii.rw.rMi, ...,w,,.. .-..». .,- ..,.. C ce �/ (M H, CHH C, 206.5 MH. / C9 Phl S. C9 (.Rn C. 9.9 205 9 S 205,5 � i Q OMH /� x Jo P PARKING !� p PARKIN /� 204'9 � � FK. CD 5 3 6 0 C6 ■21)5.3 M `�..• r z _ T O CB 202.7 v F PARKING' �) 2 �\\ C00202.3 , 202.6 r �-� � �T� - t '�y ,c205 6 ceo x203 1 1 PA V E D � � � � g PARK NG G l '-CE3 ,• �}} O 201 9 09.44 CBO FK f CSO ItBc 200 PAVE L) 13°� L • S r 1.......... .... .. I•- . r 03,,24.93 09:11 '0206 694 9904 HAGEDORN INC. Proposed Commercial Building 12075 SW Hall Blvd Offsite drainage analysis i Drainage area - 1 .29 Ac. �+ Runoff coeficient .90 Tc - 10 min q a ' I10 - 1,84 i I Q = 1.29 X .9 X 1.84 - 2.14 cfs 6 Existing Storm Brain 15" at 5% slope Capacity = 15 cfs OK i i 1 i Prepared By Harker Engineering 1924 Broadway, suite a Vancouver, Wa 2A663 4�'tf , ih$. i , 4 i i i �t�jl