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12825 SW PACIFIC HIGHWAY _---- EXISTING ADJACENT BLDG --,,. EXISTING 6' WOOD FENCE �,�'� �A INSTALL OM-3R SIGN EXISTING..-� _�----- _- - `�\ TO REMAIN TO REMAJN ,.y - +y DATA: I'll F t v1 n RELOCATED MAIL BOXES �_r J, - --_ --�=- - - 82' ---- _ +,E'�1 W/RtIBBISH GATES ENCLOSURE BUILD(NGS' _ `�91 - - YD. LIGHT �\ �? INSTALL '.STREET BARRICADE `p - N 39°530 -E - --- -`" NEW M-1200-SD-2-H SALES BUILDING 1 0� g'-0" _ .___ " - ,+� b YD.LT. INSTALL NEW 6'-0" - EXISTING 6' 'WOOD FENCE --- = + 0 9 WOOD FENCE �-- 1 U �' TO REMAIN NEIN M-3620-LT--C CAR WASH 1 -- --..7��DSCApf:C� AREA -`' •d'+ YD.LT. `r- CATCH ^ _ INSTALL ALL ELECTRICAL AND PHONE SERVICE c 3-•VENT _ =r BASIN o� UNDERGROUND TO A!_L BUILDINGS n4p• - ..-- RISERS 19 --__ -- ZONK.. -- Z 82'3 '300 t • _ `- gk CURB 4 Jti BLDG SETBACK UNE ,d� ,� CANOPY 1 - • 1 n + CURB- - �____� - + -:�3'R. 7 + _--- -- - + + NEW M-43'X 123 -HS•-19-1200 CANOPY. O" fLr'1 T -- �_ Noc1Y rcrlu✓t - - -' _~ TOP OF FOUNDATION - [Kill C 41�Z-7 0 git-10✓ r to 6f XEHvvCP _ —A___-- CL OF ^RAINS ' C n _ _ --- -- - :o' pEcipuvuS - j S N S ACES +�•'� _--- - - _ To 13,6 WE MuvoiO ASPHALT PAVING ------� 4 C. BOTYOM OF FASCIA/CAPITAL - [j 22' W NUT TO 1 � �O ___4 PAR1� G _- --- BE REM VED (� �t AT �'X 18' C'� �- 5 CONC. �1 C�rE+ +�= N ? �� CURB ANKS._DISPENSRS & ISLAND TREATMENT: RELOCATE 11 1:11e 20'R. MAIL BOXE 1r� w.•i7 ► cJ io' DE L i DUc�U s ( 1INSTALL 3-12,000 GALLON FIBERGLASS PRODUCT 1 n - 1` ✓ To NE REr�wr U 11 ` TANKS WITH SUBMERGED PUMPS. PRODUCT AND VENT 1 g '�` YD.L ASPHALT PAVING t � 0 p 11 N 1 •LT. t 15R-SWT (DOUBLE WALLINES TO BE 2� DIA. L PIPING).R PIPE. SEE DRAWING � 19 �• 1 � 5 a �t r t 1� �� d ° �' ) � .d ,• .r .d 11 19 �,• TOP OF PRODUCT TANKS - •4.9 D 5'R. + + + + + + 11rn 11 + T u � d1 � VENT RISERS TO EXTEND A MIN. OF 12'•-6' ABOVE 2Y WALNUT tO J / / v CONC. �o I FINISH GRADE. BE REMOVED t � CUREi 111^ 1 v �----3-12,000 GAL. 1 v► INS-TALL. 6 MULTIPLE PRODUCT DISPENSERS FIBERGLASS 11 I [�•.•_1 4 I WITH ISLANDS. SEE DRAWING 13-RG. PRODUCT TANKS + u, - - .r i - - - - 0 � INS FALL STAGE 11 VAPOR RECOVERY SYSTEM. SEE DRAWING MO P.P. �`c.0. "_CW- - CW -� `` ` w.•� 1 � 'k 0 , t + .-• � "'- 15R--S2VR-G/W. LOAo -d / C.O. ___�!__�_ ,n.n ` STUB FOR FUTURE C = � o ARD & DRIVE: C.O. ` SEWER MIN. I.E.=184.97 t 0 PI,U SEE DWG. 16 FOR INSTALLATION [)ETkL.S OF ITEMS a I a.s a• ck'� ` ` a ,� TERMINATE c�UNE ,1�`t G1NEEEssi,` SHOWN THUS --Q. no Il �* _- i ,d -_� ,,•'�e � ` ` ,d. 1WWATER SE 81 8 ' �` � � ee R lr 1 n {► �'' /�j /t,/ /� + - + + �C1 / TANK PAD TO BE f'." THICK CONCRETE WITH _- 6X6 - W2.9 X W2.9 WELDED W FABRIC. ++ • 1/& RF40N b / ISLAND PAD TO BE 6" THICK CONCRETE WITH IN ALL 6'P`VC-1 0o a C ��' �•��'� FUTURE ' �''0 7 yo GAY 30,�9� 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC. E.O.P. 5 ! �� SAN. SEW. x N ,P CAR WASH ` t ��4N N��,�� ,•'� .�� w•'� ,•'� -�1 YARD PAVING TO BE ASPHALT TYPE R / 1t 5'R Cw ELOCATED ,d� t� "a C ^d!t d APPROACHES TO BE 8' THICK CONCRETE WITH r TN1� +�sN�r✓R� A PP�.'i�s ro � E CH1190 K ;t t1 ADVISORY SIGN i--- ASPHALT PAVING - -� 'c� ° ?� / ` Vrit.ir rest, drtADIN4 s�rwnw 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC. I.E. UNKN N; 1 <�l l 13 - ev^I rA0•. •rvtr It ' -------� � � BENCHMARK; I CURB G NORTHERLY SIDE Of 22" W LNLrT TO 11 t CONTRACTOR 'f0 1� - �� 1 , S.W. WAL.NUT AV NUE LOCATFD EASTERLY FROM BE RE OVt;D NG W It VERIFY PRIDR TO , 'I EX t CONST. 1 I 13 CANOPY REMOVE EXIT BLDG do CANOP NORTHWESTERN-MOST CORNER OF SITE APPROXIMATELY PRODUC 8 - .J .01 5 66 FEET. cw -- --- -CW•-��-- — — - �ry - • �- d C-� OU�UNE 4 ,d• �' + _� 7.w EXISTING ELEVATIONS SHOWN -+000.00 EXISTIN STREI71' �, �E$. 1 .�' _ _ + _. - - __ - - w•y LIGHT �ST1NG�• '' tt �'I' t RECOVERY CO -� EREMOVE EX ST. � (�++It ,d' 1 FINISH ELEVATION SHOWN + O 1N 1 19 �A. `tee ER ,r CONNE T TO c.0. LINE I BLDG. & FUND. C.o. 11 ADD 100 00 TO ALL FINISH ELEVATIONS 'r'0 NG 4 '� tt r°n 1 � I T 1 I SALES BLDG FILTER FABRIC FENCE OBTAIN BENCH MARK DATUM. ,, o cXISTI S ER I EXIT I 1, o 1 I �•� .LT. ALONG PROP. UNE ' SPEE SIGN '` 11 4 a- 1, u �� Cw+1 u + ® II SEE DETAIL SHEET NOTES: : 0 I I 11 �� TO R MAIN 1111 ' I ' 1 CURB a 111 I 1 M STRUCTURES � 1 � 1 � REMOVE A.I..L ABOVE AND BELOW GRADES TORE Ln , I - 3 Z INS ALL WH E ill 5 ', �' cn 1 3 T I I CO. - ( 11 -� � FROM CONSTRUCTION SITE UNLESS NOTED OTHERWISE. w FOG LINE 1', N f . v 11V j M.» 1 L_ ' >vl 11 1) GENERAL CONTRACTOR TO GRADE LANDSCAPE AREAS TO x 1 11 O 1 Z I T� [L z tt 1 ,�1 0 I �, I C I ,! oti 11 d' 6" BELOW FINISH GRADE. OWNER WILL LANDSCAPE. 1 . U ,d' RE 0 EXIST. Q t 22' d 1� � I I r I AIR I + R NI WALL 2 GENERAL CONTRACTOR TO PAINT PARKING STRIPES. • o ,r. I I 8 �, ) o , �� , t i to u ( 1 1 �'i t�1 3) TIE NEW 6"PVC-1 SANITARY SEINER INTO EXISTING z 111>< 1' 1 N•I L - - - -- - _- -- I - - - -- -- -- - -� n 1 BU;-DING SANITARY LATERAL. a �, ---; �, Iq a& 5 f 1; 1 5) REMOVE OR RELOCATE EXISTING POWER AND TELEPHONE 5 + TI a POLES PER OWNERS FIELD ENGINEER. oa I�_ .IIYD.LT 1� u REMOV . � 7 f'••.0 1t r,.o. a.•r ' �� 1`I �� ` 19 ` iXISTi _ _-_-- 5 (. SETBACK LINE _ ____ 1 __ � 6) REMOVE EXISTING BUILDING w/ FOUNDATION, 0 0 ,11 1 _ _____-_ __--- .7.i� 7�_ - ----- -- ------ ---- ------------------------------- _ 0 CANOPY AND ISLANDS `� • 1 i o t i 1 ::TN w A 11 n N w 11 2 7) REMOVE EXISTING TANKS, BACKFILL, AND REPAVE ' ► 14 ', N'=•-� - X1,1 n TO MEET EXISTING FINISH GRADE. It c•� 1 1 I -T_! _ - m. o 8) SEE BUILDING DRAWINGS FOR 11 1 1 .•~1 , •,� EXACT LOCATION FOR BUILDING DRAIN. C.O. I • Z n I I I + I I I I 6' ST PVC-1 + IT ST PVC-1 I I d I I I �• ��' C04\ 9) FOR RETAINING WALL DETAILS SEE DWG. 19 SHORT, 111 11 I ,d I I I '`• I . _------ - -I--_____ _ - d� �•�' 0 I m o 111 i ( �j1 �, �?I �� w-------------- , 11 o HARKER ENGINEER,ANG � I I I 1 50 0./0. CONC. ISLAND AD 1 0 1 N.E. z 22 rd ';, ,1 PL --�- 1 87 1 .E. 35 H AVE. a ' �' ► . ' ' ( ( VAiJCvUVER, WA. 98665 0 11 , EXIST. d x6 13R-23 1 �}-�_ 76'-6" TO CANOPY COL. CL. CONC. 11 � 11 I . � -�---------- ASPHALT PAVING -- ^.�, .- -- - - x 1, 1 ID SIGN TO JEMAIN I _, , I (206) 573--3113 � 4 1 -REMOVE EXIST. CANOPY, UNDERGROUND d ISLANDS do FOUND. d IRRIGATION �a R, d' -45'4 . ° I + CONI;. SYSTEM (TYP.)(T + U P OIL CO . 1 NEW SIG 457_1 1 - - �_�-------� -- CURB-�- -_ ( � PHONE � i 1 POLE LOCATION -- -- Y ,,•' - _ + -_ YD.LT. _- w _ 1 g 11 RETAIL MARKETING 1 ;1 , + BY OSHD + J _ - _.� REMOVE EXISTING CB 1 DESIGN AND ENGINEERING U o t (PAID BY DEVELOPER) I -19 \� RELOCATED BUS o �► I ,,�..__ ��-QU�NDSCAPE ARIFA -�'- -� AND LEAD. 200 PUBLIC SQUARE H--•1 - STOP SIGN -----------------__� YD.LT. CLEVELAND, � OHIO 44114 PLOT P INSTALL CONC. CURB 71DEWALK - NEW R/W LINE AT 50' FFIOM ROADWAY �� L 22'R• 15 _ U 1�1 R PI SEE N\ TO MATCH EXIST. -- PROP A9RIC FENCE TRENCH ,�, DET61 ` SEE DETAIL SHEET `,�! -� J - SHED. ` LINE-SEE �AILG DRAIN 20'r. PACIFIC HWY & WALNUT < %0% EXISTING SIGNAL -+� 1, -rr Com+!! Q- POLE 1 \ I 111 EXISTING PLANTER l I 111111 -�_Y__CURB-TO BE REMOVED--------- EXIST. EDGE CONC. WALK _ �'p_�_---- �'� --_---_--__._ _____------- `d -�'`" - ----__- 3-- _-- -__ .� -, ------- 7w - -rte _�. TIGARD OR co � EXI�'1'. R Z1NE's. ,ti�- ' i EXIST SIDEWALK!*- ` LJ i �� •� �� t S 45'25'30' W 1985.4 4- cc �� I - "-- - • �L c_ 0. GRATE= 187.40 °. �d I •� ,a I f ,� INV.= 186.20 _ I __ --- -- - - - - -- �iE'_ __ - "'�____-----_-_ - -_-_- -' ===1=_=_��__ ---__ -______________ -- J=__-__--_---__-_- -_____-- _--- c � _-_ __='=_-- ------------ ---------------------------F -- =� f- --_-- DWG. NO.. 36--067-- 1 1038 S-RCP US REMOVE EXIST. CURB, STREET LIGHT TO �- REMOVE EXIST. CURB, �� SCALE: 1'-10'-0" MADE BY: DRC e--1 I y m EXISTING B SIDEWALK do APPROACH M BE RELOCATED BY PGE SIDEWALK & APPROACH ,�^ DATE: 09-11-89 CHECKED BY: E,H.� � STOP SIGN _ _ g' S-f;T------ ------ ----- . t� 8"" S-CT G _____ - G _ REVISIONS _ _ _ DATE_ DWN CKD GRATE 187.73----)� CCNTRACTOR TO COCIRDINATE RM INV. N EE 185.98 DEVELOPER TO ASSURE 40'-0' CONC. APPROACH 10'-0' MILA _ INV. S - 184.92 ^ uu / ^ --�•- u ^ , ��/ ^- C7 INV. E 184.83 /`""'� 1 i�l `V V T �V VL _ CONNECT TO PROPOSED C.B. I SEE IMPROVEMENT F1AC..I F c r.: I-I T I:, �`hitt'IIII�I �tltltl�l+1+ I►itiljllji�t� 1 12 NOTE: IF THIS MICROFILMED 'Q 5 6 7 E) 8 DRAWING IS LESS CLEAR THAN THIS NOTICte; IT IS DUE TO THF QUALITY OF THE ORIGINAL — --- -- — --— — DRAWING. 0E 6Z 9Z LZ 9Z SZ VZ EZ ZZ IZ 0Z 61 BI 11 91 11 �1 EI ZII II 01 6 9 1 S S-• .rb Z tl""'" ►ltlunlnulnnluulunluul�u�Itn�ttultttlltmltutll�uln�slnuli��kulunitnt�ltttttlu�tHtlllll�tl�l�uttl111t�tt�lltul�utt�ultlltlilt111�uullullUtllul�uU�llll�lllllUll>11Yl�II!!>7llltlttnlnn11111111111uU�IW�HmI11l�II11�1111�I�U11�!IIiItIlI11W�lIN MAY 7 1992 _ � s L�.51Q'LLS�L:�.C�'LL8 �� t � ruurlu�,tluu �1r ? .. Staada�rd Seread EQULlagliao Wind Frei , qv 30,psf Chock L7vertum Resistance Re/A .Nred,%d Bearing Com, 0$ 2,000 pts! Required lateral Snv/Resistancae, So- 150 psbrl L - 6.00 R. B - 12 011. V - 3.50 h. 01 - 0.667111. ' Sign Weight- E3`,()b. Pg - (150 P,-f x D + 10)pd x Df!x B.Ir L + &50.b./2+ 46 R x 27.5 b. /It. We Ninitwi mW pbownsa of p v aqd messy pan"nW vwy = ",?00GO fb. Ca fWa vel shown ropmswo mast wirier atter aaa&V #Af - Pv x(ht + DI +D/2)- 0.2 k-ft . / _•5 ! Mr - Pg L/_�- 134 k-ft 4 �. i kfi �\ Sinn Geotnetnr Q - /y Q r 2 � - As Mr /IW f k 2 12> 1.50: I f As - 90.1112 hs Is 15.7 ft. _.. AS I AV ` I "; ,. ,:•... ,; � hQ ? ._.___. 2' Check So!! Pressure, Ac .� 34.5 Vhe . 11.5 ft. h - c • = Mf /Pg = 1.68ft > L16 . 1.00 R. I I qm1x = /38(L/2 e) A r , 4A/M' { A4AX YLL 210 for'1n a d Acr"rs leal - 717Ga OpOqUQ dP C�/'4Z0_'r7 - v� fr'incr �.Qad5_andQ6 r button � � Alternate to I w,�► � BP r/lurn/r'1ot,24Y frodctrro rk s h/a/d I 4 0 bolt one' gr-o, 1'C S 6P y¢llo w Sign Wind L ood, Ps = Ac qv- 2.70 wP Aar URC HC 2907 f�ackgroud shy,e /d f P Gy-a-en %4 (� BAS` 1 .Column Wind Load, Pc - Ac qv-• 1.04 kip lb i P - 2,410 11. h = 14.8 h'. b a 3.00 ft. D- 8.00 It. I �� I Total Wnd Load, Pt - Ps + Pc - 3.74 kip �' 1_Y___L___. -._.,,_ � S1 -?. x(D /31 x So • 800 usJ. (Mutt n sAr�7u d 6 fr Ur¢a r� ---- -,__ �' _ -_ - _ .'v _- -- Total Moment ® Grado, Mt - Ps hs + PC he 54.4 k-ft A • 2.2 x( /,S ) - 2.o - R. (VL ht /P - 14.SR. 1 1 \q t�� Total Vertical Load Canter, ( ), t t t • •2 r�, u h o/E lndl•vk*al Column Load, P 2.41 )up v- (4.29/6. 13) Ps + (1/2) Pc - d a (A /2) (1+ + 4 .96 h/A) • 75 It.Two <2 "'1 f_:� ,1 �2 o/•>E's - f - - ! - __� 1r� d<0 Inckw6al CoAimn Morwrt, My- (4.29/6. 13)PS hs + (112) Pc he = 35.7 k-R. Irkjv Aml CoAJmn VLC, b y - My /PV- 14 8 ft. SECTION Huminated Alan �►' SCALE: 1 1/2'. • 1'-0 Logo Sign : 23 4 1t Xwe nel •C Prime!Message Parpels ' 9.2 R g r panel ma Aaalykfi foc¢ , Check Column Bonding � bo c k gr c enol vv/1l', 13P _ -- _ . -- -:__ __. ___ I , TS 6 x 6 x 375.ASTM A500 Grade B, Fy. 46 ksi Logo Sig- 376 fr Y¢/low errvp/ c ow y Regular � � 14 A - 8.08 W, /c. - 41.6 rO. S. • 13.9 YO. W - 27.5 b/lt Price/Amoss., e Pan„is � 6 tt z r c, Dt 9 l fx;tne: Solt ■ 14 d 7 D4- 6.00 ti!.375 ry - 16.0< 190/ �,� 28.0 _. r __J_ Fb - (4/3) 66 Fy - 40.4 ksi Pmt � 4 �uriLtiorl -- - '- JT 2r1v ' u,jn�it.a4,uri b v/ C 0.8ksr ! 1? fox _ f M s = -' Electrical Info r__fts2 L :ielf Im449 lb < Fb :Q& Uther Column Stresses Insignificant Super T,5 (o x x .3 5 c v fort,r Logo 5lin : Concerns Six(6) F72 71 2 CW l HO t.amps r,r u,-ry,-, shroud - ��•••.• _ Requires 4.6 Amps (Maxlmurn) Una Current Crr e¢r SsEIl �_ w449 P Check Anchor Bolt Tension • :, nce !Message Pi- Mels t,onlains Malxim,�m Two (2) F.� T12 GW'/HO _ y `• _ Bolts cut from 11/4;Diameter ASTM A36 Round Stock, Fu • 58 ksi Laa ps Per Pane! E09 _ 4 x (6.00W)2 - 144w2. C -6.00 ry, AD. 1.23W ,4ec�uires 1.6 Amps ('Maximum) (.fMet Current - - ,'Der Panel II11 I1 ��ti.11 }. TMAx My C/ 17.9 kip One (1) 20 Amp, 120 VAC CIML* ;60Hr)is required as prima rl 111 I I ' Ft - (413).33 Fu - 25.5 ksi elaw call service to maximwrr �l � } ft = T�! AD = 14.6 ksi � Cortffguratluro. Ply I'd a-/Q c Ir/c a 1 I � ft < Ft :Ql+r, Other Bort Stresses Insignificant 4 _©lrurr;n :l-,rvud - - - condor( or» II I /e'er• m2 to11/C_ _- --- �` Check mase Plate Bending wls _ /2 'Q`6 vert - °�' ` , a Plana made from A.STMA36 steel, Fy - 36 ksi T15 C x 6 x . __3-75 co, urr,rr 72 }.. 14 4 Orct)or- bco/t " 3' -I¢ar (J I Spl = ble /6- (17.0Qrv)(1,26rv)?/6- 4.43M tl x fury c r/�orr c�>x CIC- Of COlu/7r7n ; - 0 } Mpi = 2x T,u,AX x 3.00 ry- 107, k-av ---�- i i I #_ `• rP 4 Fb - (413)•7.5 Fy - 36.0 ksi Co. .� tres - typ, -- _ . _. 1 r - r �irri5�1 grade I b Mpl/ Spl 24.2 ksi 1 fb < Fb :PA, Other Plate Stresses Insignificant RETAIL MARKETING DESIGN AND ENGINEERING -r ��' If R/' /dPl��1� /col SIGN MANAGEMENT 9 CONSULTANTS INC. COO � r 7� Gf�Y� � - � r I( + � I 107 MUSIC CI?Y CIRCLE.SUITE 206 NASHVILLE TN 37214 ALTERNATE CAISSON �•� - FOUNDATION �"4 63, 1 " �� 4 � ., , ,, �� • INDIVIDUAL SCALE: 1/2'-1'-0' 3tfrlyd �-30M,w, r (TWO REQUIRED) ._._._. .-�..._._. /0, ,U CJ ( X G1_ 0 ) ____ _ --,.., 6' SIGN PERMIT DRAWING TWO COLUMN MOUNT ( 30 PSS=) U_ TWO COLUMN SIGN___ ~ .=1r_0. I �' T, t_.WG NQ i /� + , b - 2 3 REV t, AL IL E, ; :,� SCAIE Nt f�� MAGE By GATE - - CMECKE eY ' .i. -•r ,., REVISIONS: DA'TE4 DWIN CKD �_�[..�_M. �' T ASTMA325 ',! ROSINSKI -TATCil�li _ NOI E ALL SIGN MOUNTING BOLTS SHALL CONFORM O S I.E. III'M AVIF�tUt. rcM ri Am. ONtrio/l 97th r , ,..., _.._......w.:.eD�Clfi..::..'Lkh�'"s..iCCrYv.2.:.._:.mc 19.iJ's..:_^�.Y.i:. - a �u, .„ rwrw.,. ........_.. r _....r..- __ 'wA..vnw•e .,n,>,....P• f R• I I I I 1 1 1 1' ( I I r � - � I I I I l i l l l l l l l l l l • -•• �... . - ; ,. , k111111 11111(1 1111 I� 1111111 IIIII II I I I ( I I ( I I II�-I 1111 I I III+I I 1 1 , II III I IIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111IIIIIIIIIItIIIlII1111111111t111, Nc)II IF THIS MICRUFfLMEl1 ?__ _ 3 4 5 6 7 � 9 (0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL - DRAWING, 0E 6? 9Z LZ 92 SZ bZ E2 22 12 02 61 91 LI 91 SI bl EI 21 II 01 6 9 1 9 5 ,t,llllllllillllll11111►I1111111111111111111111111►1111111{Ilili11111111S11,II11„1,1i�►,II►n11111IIIIlIIIItI11111{Itilll1111{11111!fIN'IIUIIIN{IIIINII1111{{I1I111111{1{IIII{IIIIIIIII►IIIIIInIIIIIuIIInIL111IlIIIIlu1111u11II1111111111111111111nllllll'IIIIIIIIIIIIUI+)1111111I11IIII{lIIIIIII1111 MAY 7 19 92 FaciXc I.h4;K 6P, Newi�) S�6AYn SIGN PERMIT PERMIT #: SGN91-0201 DATE ISSUED. . . . : 12/11/91 EXPIRATION DATE: 1.11-21,19t PARCEL. . . . . . . . . : 2S102BD-01200 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : BP OIL COMPANY SIGN LOCATION. . : 12825 SW PACIFIC HWY APPLICANT/AGENT: BOB JANSSEN BUSINESS TAX NO: _.=azmasasaaa.mmaaaaraaaaa araana=aeras=� arua ss=sss== r=-=ar-r_s=ser=ass =_ s== SIGN: PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY (X) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON (X) SIGN DIMENSIONS. . . . . . : 20' X 25' TOTAL SIGN AREA. . . . . . : 5013 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft, WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . % 25 ft. PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: TEMPORARY BALLOON SIGN. 20' X 25' = 500 SQ.FT MATERIALS. . . . . . . . . . . . : NYLON EXISTING SIGNS. . . . . . . : 2 ELECTRICAL. PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT TEE% $ 10.00 APPROVED BY: I DATE: 12/11/91. Permit No. Cir�1 Y� U I CI'T'Y OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as stxmn in the aoocaparrying plans and specifications. SIGN LOCATION ADDRESS: 10? � � S c)•W. (A CC i anim: _ c-_� Cy NAME. OF BUSINESS: _ Y APPLICANI`/AGENT: _ k' 5� MWANY: �. I ucQ --- PRONE: 6 13 The City of Tigard imposes an annual Busii>ess Tax which must be kept current on all persons doing business in the City. Do you presently have a current rosiness tax? YES NO ( ) U.L. Label if PFIXIOSED SIGN: (Check as many as apply) PERMANENT ( ) FRFF!S-,n DI2, ( ) FREEWAY WAY ( ) T941MARY (X J WALL ( ) FIECrRONIC ( ) OTHER ( ) BII1130ARD ( ) BAUJDON SIGN DIMEMIONS: �� X —_�_- EXPIRATION DATE.: TUML SIGN AREA (Sq. Ft.) : {AIL AREA (Sq. Ft.) : NiP, J WALL FACE: fu/A _ HEIGLrr (Ft): -- a S_ - --- PROJE MON FROM WALL: &I- _ DUM1NATION: YES (X) NO ( ) TYPE: -�_-- MATERIALS: EXISTING SIGNS: AEKIM-S'IRATIVE EXCEVnON: N/A ( ) APPPDVED ( ) YEW MUCH —� AREA ( ) HEIGHT ( ) PLANNING DEPARTMENr All sign permits must be accompanied by a scale Permit Fee: /V _ drawing and plot plan. If work authorized under_ neoei-int No: - a sign permit has not been cia leted within ninety Apptc ci days after the issuance of the permit, the permit Date: shall beanie null and void. ELMI'RICAL PERMIT I CERTIFY TIIAT 1 AM THE REM- RDFD OWNER OF THE RFUUIRFD: YES NO ( ) PRO AUIHORIZPI) BY THE OWNER. '\ 77 BUILDING PERMIT � -- _ RE�iIIRFD: YES ( ) NO (� Aicant I ignaturr cp/F1WER4r Address �.��i3 Telephone N:\WC)RD\(Y)EV\ CITY OF. T I GARD — RFCE'I PT OF PAYMENT' RFCF.I PT NO. :9 E--P201526 CHFC'V AMOUNT' a 215). 00 NAMC a ONE HOUR PHOTO FINISH ('PSH AMOUNT0. 00 LF ADDREGS 13500 BW PACIFIC HWY 1'14YMFNT DATE n 1r'! 1(11/L31 � T I BARD, OR GUSD I V 19 I ON x F,URt C BF' OF PAYMENT AMOLIN'C ry I D PURPClS OF PAYMENT AMOUNT' PA 11. c!I GN PERMIT F SON "i 1--201 25. 1'10 f' I` I: TI1Tiaf_ AMOUNT PAIR _ > i:' . 610 a { rry CITY OFTIGrARD —ccff�4F7 7 #. . . . . .. SUP91-- CERTIFICATE OF' COMMUNITY DEVELOPMENT bEPAMMENT OCCUPANCY . . 00 13125 SW Hell Blvd. P.O.Box 2W97,TWA,Oregon 97 (5W)M-4175 . p4 ,1 TC ADDRESS. . . c 12&i 3 SW PACIFIC HWY PARCELt 2GJ-02BD---01e0V1 ,)UBVIVIera ION. . . . i NO. ,rIGARDVILLE- ADDITION AMEND. ZONINGi ('--G OLOCK. . . . . . . . . . e LOT. . . . . . . . . . . . . 18 CLASS OF WORK. cNEW IYPE OF USE . . . sCOM i ICCUPANGY GRP. i F),R q-C 11.)PANCY LOAD i2e ENANT NAME'. . . 9 Pelmay'kel Conntr new *vc stn wLip tanks, PUMP islands., LPt)Opy R conv. Owners ikV- OIL .1 lc!'O SW HLJN;!IKER RD ; 113ARD OR 97223 Phone #t untractore , ONTRACTOR NOT ON FILE Phare #x p 6,tl #. . I Oce"pancy of the at-love rVferenLv(! building is hereby given, and cert irip-k the compliatir,& wi.tt, them. State Of 1>-q9()T1 SPOCialtv Codes for the grol.ip, 'upon - r c d use under- which the v-qfs?r,0ojjc, '-mit ways isk.led. .eci pet ali A I R E DFPARTMENT BLJ1.WjW0 TNSPEELill; P4—NG .AFF I C POST IN CONSPICUOUS PLACE iv ® MECHANICAL: (� CITYOFTIGARD PERMIT C.Ii1fOFf161�11lD F LFriII'r #. . . . . . . . MEC91-0062 COMMUNITY DEVELOPMENT DEPARTMENT 041160011 126 SW N II Blvd. P.O.BOXM97,TOW.Orpon ,600�rd�Y111.75 --- DATE= ISSUED: 12/06/91 SW PACIFIC HWY PARCEL: 2S 102 Bl'1-01 c.'00 SUBDIVISION. . . . : NO. -1 IGARDVILL.E ADDITION AMEND. ZONING: C-G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .a ;LASS OF WORK. . :NEW FLOOR FURN. . . . : FVAP COOLERS: TYPE OF USE. . . . :COM UN1T HFATERS. . : VENT FANG. . . :3 OCCUPANCY GRP. . :BE VENTS W/O APF,L: VENT SYSTEMS: STORIES. . . . . . . . : ]. BOILERS/COMPRESSORS HOODS. . . . . . . : 0-3 HFI. . . . : DOMES. INCIN: 3-15 HP. . . . : 1 COMML. INCIN: MAX INPUT: BTU 15-30 HP. . . . : RE=PAIR UNITS: FIRE DAMPERS'). . : 30-50 lip. . . . : WOODSTOVES. . : OAS PRESSURE. . . e 50+ HP. . . . : CLQ DRYERS. . : 1\10. OF UN I T a ----- --- - AIR HANDLING Uhl T T5 OTHER UNITS. : FURN ( 1O0K BTI.I: 1 (= 10000 cfm : GAS OUTLETS. : TURN ) =1171OK BTU: ) 1.011100 cfin : Remarks, Constr new 5�,c, stn w/1.rq tanks, pump islands, canopy & conv. stare. Owner: ______._____-______._._____________.______ _.____.__._.___._____- FEES BHI OIL type amount by date recpt PRMT $ 36. 00 JLI-1 12/06/91 - PLCK $ 9. 00 JLH 12/06/91 - SPCT $ 1 . 60 JUH 12/06/91 - Phone #: Contractor: ----._._----__--_________.-__-_-_ MADISON INDUSTRIES 100 SO. 11TH AVENUE= PHOENIX AZ 85OO7 F1hone #: 602--252--30B3 46. 90 TOTAL.. Req #. . : 66O38 ------ REQUIRED INSPECTIONS 1111% p: t?} is issued subiect to the regulations cortalned .n the Final I n coect i on Tigard Municl)al Code, State of Ore. Specialty Codes and all other applicable la,os. All work will be done in accordance with approved plans. This permit will expire 1f work is not itarted ___ — _• _.__-_ witnln 180 days of issuance, or 1f work 1s suspended for more than IBB days. ,ermittee ignat�_ir r_ : C C I eSI.red By : Call for inspection - 639--4175 I 1 m m CITY OF rlCARD RECEIPT OF PAYMENT NO. x 1)1.-2;2,0 3 a 5 CHECK AMOUNT X36. 60 141 HELSICK, DAV IE) CASH AMOUNT c3S t P'AYME'NT I)A-Ti-' I P/06 SUBDIVIGION PI WPOSE OF PAYMENT AMOUNT P-Alf) PURPOSE OF PAYMENT AMOUNT PAID 36. 00 PLAN CHECK FE flo 12825 SW PAI;IFI'L. HWY Br, STATION TO101 AMOUNT PAID 46. 80 INSPECTION NOT, City of Tigard Building Depertaent 13125 am Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections -- Footing Pl.bg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out G+ Line FINAL- Post/Ream Struct. San. Sewer Framing �p -Bldg. Poet/Beam Mech. Rain Drain Insulation ---' lumb� Plby. Underfloor Nater Line Gyp. Bd. -Koch. Date Requested: Loa - r1� Timet __2!�._AK FK Address: & Builder: THE FOLLOWING CORRECTIONS ARE REQUIREDt SC� 9 7L L A 411 00 InepF+ctors_ �----- Dates APPROVED DISAPPROVED \ APPROVED SUBJECT TO ABOVE Call For Reinep. s WF s wr wr wr �PtIN vq� TUALATIN VALLEY FIRE & RESCUE AND I BEAVERTON FIRE DEPARTMENT - J F[RF. MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW (k LOCATION JURISDICTION: 1= Be. 2= Du, 3= K.C. 4= Ti. 5= Tu. 6= Sh, 7= Wi. A= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL C, Framing El Separation Walls Sprinkler System ❑ Shaft El Fire Dampers (Overhead/Underground) ElAlarm System u Hood Extug Systems El Conference Spray Booth Cl Ceiling Cover Other Dates Inspector; ew b.isPEcrioHoT�g City of Tigard Building apartmant 13125 IM Ball BI'd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)% 639-4175 Business Phone% 639-4171 i Inspections Footing Pi arsl Mach. Rough-in Appr/Sdwlk Found. To� Gae Line FINAL% / n Post/Ream Struct. Sa SO Post/Beate Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. l-Hoch. _ AM Date Requestede T ime I PH Address: l/ Builder: L'lL ��^ TNM FOLLOWING CORRECTIONS ARE REQUIRED% Gnoff oO� G/ f Inspectors Date s 2 / APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE i Call For Reinsp. MR IN6PECTI0N NOTICE City of Tigard Building Departaent 13125 M Ball Blvd. Tigard, Oregon 47223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171. Inspection:_ -- — Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Tap Out Cas Line FINAL: Post/Beam Struct. San. Sower. Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation ,Plumb. 7 Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requeuted:—__ / �_7 —Time: __AM --_-_PH Address: (� - �^ ermit I: Builder: �- THE FOLLOWING CORRECTIONS ARK REQUIRED: Inspector: -------.-.-_._.__ Date: / 1 --_APPt1v19D DISAPPROVED - APPROVdD SUBJECT TO ABOVE Call For Reinsp. City of Tigard Building Departaent 13125 BM Ball Blvd. Tigard, Oregon 9721.3 / llllL Inspection Line (Rec-0-Phone): 639-4175 Business Phone: b3g4 4 171 Inspections �----------_--_—�— i rooting Plbg. Underslab Mech. Rough--fn Appr/Sdw1k Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation .-Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hech. Date Requested: T Tiimm'e:'��/ AM -_PM Address: - _ 6rmit •`-/- -�?��— Buil dart =-�--��—THE FOLLOWING CORRECTIONS ARE REQUIRED- inspectors _ — Date: �� PROVED DISAPPROVEO APPROVED SUBJECT TO ABOVE Call For Rainsp. =wKwxas ger a EC1'ION NJTICE �/L''l/� city of Tigard Building Department 131.2S SN Ball Blvd. Tigard, Oregon 97273 Inspection Line (Rec-O-Phone): 639-4175 Business Pioner 639-4171 Inspection: Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. lbg. Top Out) Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Pont/Ream Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Wat/e'r' Line Gyp. Bd. -14sch, Date Requested, ` c a —Timer AN PM Address: � � �- — - _ Permit 1 r -V�� Sz Bullder: �NTT'7 THE ]FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors -----— -- Date.. _APPROVED APPROVED SURJECf TO AEC" Cal! For Retnep. Ifir,P191'I-014-ANT-1-CAR City of Tigard Building Department 13125 611 Ball Blvd. Tigard, Oregon 97223 Inspection Lina (Rec-O-Phona)t 639-4175 Ausfnese Phone: 639-4171 Inspectiont _ �1 1 /x_,0_4 Footing Plbg. Underalab Hach. Rough-in Appr/sdwlk Found. Plbg. Top Out Gas Lina FINALt Pont./Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor /Nater Lina Gyp. Rd. -Hoch. Date Requested: 1 ,v -�-� _Times AM 1_T�pH Address:_ ermit Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: I t I i - - --- lea Inepector:Al- APPROVED _ DISAPPROVED APPROVED 118-ECT TO ABOVE -----Call For RP'nep. i w w w I INSgEC�1,ON NOTICE �`�� City of Tigard Building Departatent 13125 OW Ball Blvd. Tigard, Oregon 97223 InspectionLin 639-417 B inane Phone: 639-4171 Inspection: 7�pne): �{c L-Z Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plhg. Top out Cas Lina FINAL- Post/Beam Atruct. San. Sower Framing -Bldg. Post/Ream Mach. Rain Drain Tnsulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Request��,�__ TLse: --AM _PM ` t Addrese: -� �-_---___--.-__-- Permit t _ Builder:- THE uilder:TRE FOLLOWING CORRECTIONS ARF. RFQUIRED: / ll �____�G.=='_�_____j�� •��1�Imo. -1/ � _�.- --- - - /- - APPROVED — DISAPPROVED APPROVED SUBJECT TO ABOVE Call For RPinsp. jog y - ZAROSINSKI-TATONE sMEET NO A —, or ENGINEERS. INC. 3737 SE 8th Ave. CALCULATED eY_� _ DATQ-Jftf,�I/ 1� PORTLAND, OR 97202 (503) 2354795 1MECKED!Y DATE-- SCALE- 0/07 ATE-_-SCALE_U/07 ':!5-ZuGrU U L CALr u rZ, e F2::(� �tT a 2, Sign post calculations: 1 . Design Criteria bind 90 mph Ground Wind Speed 0(ht.(20' Pwind= 28..6 psf 0 ( M ' :0' Exposure 200t(/0 Pwind= 30.94 Exposure Coefficient Anchor bolt input: is wind pressure Dia. _ : in, Jia. ASTM AS00 grade 8 I i Importance Factor Fu = S8 Ksi 1 of AA's 4 ov 10 Psf Use wind pressure Anchor bolt spacing as 2000 00 Soil bearing )ressure parallel 12 inches apart So 150 POW q W d lateral ,oil resistance perpend. 12 inches apart wt. 950 lbs. `,ign Weight ease Plate input ASTM 36 Ksi steel 4s 10.1 sq.ft. Sign Area Pr = 36 ksi 4c 34.S sq,ft. Column Area Length = 17 inches hs 15.7 ft. Sign ht. gidth - 17 inches he 11.S ft. Column ht. )late 1.2S inches L 10 ft. column Length unsupported Lcol, = 3 inches anchor bolt to face of column STEEL COLUMN INPUT: TS 6x6x0.37S ASTM 4500 Grade 8, cq 46,)00 ksi Footing input: tweb = 0.375 L = 6 feet A = 9.08 in"2 Area W = 10 feet Ic = 36.3 in'4 Moment if Inertia t90i(fy)"0.S d = 3.S feet St = 12.1 in'3 Section Oodulus d' = 0.667 feet wt. = 21.31 lbs/ft wt. per foot 46 ksi Steel ieild Strpnvth Fb - 10.48 ksi Allow. 8endia9 Stress, Ksi l :. Wind loads and Distribution Ps = 2.70 kips sign wind load, ps=4sgv Pc = 1.04 kips Column Wind Load,Pc =Acgv Pt = 3.74 kips Total wind load, Pt=Ps+Pc 60.17596 ' Mt = 54.34 k-ft. Total Moment ! Grade, Mt=pshs+Pchc Vlc = 14.54 ft. Total Vertical Load Center, ht = Mt/Pt Py = 2.41 kips Tndividual folumn Load, pv= ! My = 35.66 k-ft. Individual Column moeent,Mv = 0.7Pshs+O.SPchc IVLC = 14.80 ft. Individual Column IVLC,hv = ROPY 3, COLUMN ANALYSIS check column bending TS 61bx0.17 6 ASTM 4500 Grade 8, Fr 46,000 ksi A = 9.08 in'2 Area IC = 41.6 in"4 Moment of Inertia O/tw 16 $x = 13.9 in"3 Section Modulus 28.01397 wt. = 27.48 lbs/ft wt. per foot 'r = 46 ►si Steel Yeild Strength ;b = 40.48 ksi Allow. 3end;ng Stress, Ksl fb = 23.46 ksi actual bending stress, ksi check column axial load 'a 0.30 ksi actual column stress, fa = D/A iir 15..9 Cc 126.1 Fa 23.97 ksi :ombined Stresses fa/Fa • `b/F� 0.30 23.46 --------- ......... = 0.59 1.33 23.97 110.48 OK, combined bending 6 Axial stresses 1.33 4. Ancnor Bolt Tension SUI 0'2 2 No. A.B. x seacing/2 : 144 inches C it 6 in. Ad : 0.79 in'2 Toil.$ My C/ Su10"2 = 35,56 t 5 --------------------------- '17.93 kips 144 F t = (4/3)0.''3Fu = (4/3) 0.33 + 58 ks i 25.51 ksi ft oil :Toil/Ad = 17.82861 / 0.79 - 22.51 ksi ft ( Ft : Or, Other Bolt Stress insignificant S. Check base plate bending stresses Section,plate : bt"2/6 = 17 in. = 1.25 --- -- - ----------------- 4.43 i1'3 6 401 = 2 x tell t plate length = 2 t 17.83 t 3 : 106.17 k in Fb' 1 (4/3)0.7SFy : 36 ksi fb' : Not/Spm =106.?716 4.427083 24.16 ksi fb"Fb'! OK other prate stresses insignificient Standard Spread foundation Analysis: P9 =(1500cf x d + 100 Pcf x dl ', x 8 x L 0 sign wt. column wt. pg : 36818.80 !bs. Mf : Ot x ( hol"d/2) - 3.138 t 16.15 53.37 Kips Mr : 0gxL/2 : 36818.8 = 3 110.46 `t-kips Factor of Safety - Overturning FS overturning : Mr/ Mf = 110.4564 / 63.37434 1.74 OK: Overturning is no problem Check Soil Pressure: e : "f/Pg : 53.37 36818.80 e ) L/6 1.72 i 1 glex : 09/(38)t(L/2-e) = 36.82 -................(I + 6 t 1 72 /6) 1.661885 kSf o x 10 ;max i ONAX: OK, short term pressure due to wind is within 1.33 of allowaole Alternate Individual Callan Design: per UIC 2907 o 2.41 tips : 14.80 ft. b = 3 ft. (((INPUM) d : 7.75 ft. M INPUt M S1 775 2t(d/3)tSo, pof 4 ! 2.425145 2.340w(Sitb), ft. d ! 7.583/01 d ( 9: OK ..................•-•............ ••• ; 43 !Sign Area) sign ; ERR lbs. .............................-........... h! ' Ic ' l Ac col ' Area sa!!!l:e::..:z:a:zsssslrlssss:sass!!s!!!!sslssst!!ss!! � � ;; f00t1A9 I i �i I CITY OF TIOARD - RECEIPT OF PAYMENT RECFIPT NO. 01--2i9100 CHECK AMOUNT s 4E.50 NAME : RAMSAY S16NS CASH AMOUNT : 0.00 NDDRESS : 4B35 NE PACIFIC ST PAYMENT DATE : 10/02/91 SUBDIVISION PORTLAND, OR 97213 � PURPOI3E OF POYMENT AMOUNT PA I D PURRLTsE OF PAYMENT AMOUNT PA I C► BU I L D I NQ PERM - 2'5.00 PLAN CHECK FE 3T. BUILD PER 1.25 Ii t 111 STATIONrR i 825 5W PACIFIC HWY � ON PE'RMIL.DING FEES AMOUNT '-AID ? 42.50 I � ! A► � i t � t INSPRCfION NOTICE 3 City of Tigaz-d Building Department L 13125 BA' Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phons): 639-4175 nusinPss Phone: 639-4171 Inspectiont rooting P1b9. b derslab Mech. Rough--in Appr/Sdwlk round. P1b9. Top Out Cas Line FINALS Poet/beat• 8truct. Ban. Bower Framing -Bldg. Poet/Roam Mech. Rain Draln Innulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Mech. Datu Requested: __Time=: 1AY. y2L_PH Addraeet_ - / it /0 t / Q� Bul lders— s'- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: _ /�' v_ Date: G APPROVED DISAPPROVED _ APPROVED BIIBJRCT TO ABOVE Call For Retnep. City of Tigard Ihsilding Department 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection ine (Rec-O-Phone)s 639-4175 Buai.nens Phones 639-4171 Inspecti.on:, rooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINALS Post/Beam struct. 8 awl^> Framing -Bldg. Poet/Ream Hoch. Iain Drain Insulation -Plumb. Plbg. Underfloor Water Line �j Gyp. Bd. -Mach. Date R©Queeteds_ r 1� / -_-_Times AM Permit I s _-�/_a ✓ Ru i 1 dor:_ __--- 7 THF. Fc)LLOWING CORRECTIONS ARE REQUIREUs ----- ---------- 01 r' Inmpector• Dates _APPROVED _- DISAPPROVED APPROVED SUBJECT TO ABOVE _--Call For Reinsp. of zp Vol FBF-�i i yj � QQ I I I� a I � '►P G 3� ��-�� O I I I '31 bel 41 i 1 i it I 0 I I Z 01 1,ul /�d0.. kj � �.__ ---�-- rn�S '+� 1151�-�✓' � I I �, 9 --- - - J� N OJ LL -� --'Ln � ' or oil L, 3 - � '�'aSG�G6tltl�� OVd DNVISI 'ONOD -0 'O,A d ^_," SIDS OE ♦g10EW►LK - µtYJE1c� AE� k - "ol aFb IS DEWS ti / t --�� Mita+Exi51 i • • (' L ."--. GL d (;:r- s !<r s M IwFF3S—MQI (MLC9 ✓` City of Tigard Building Departawnt 13125 B11 Ball Blvd. Tigard, Orogon 97223 Inspection Line (Rer-O-Phone)s 539-4175 Business Phone: 639-4171 inspect Ion:__--_.---- --- _...._ - ---_—_--- - Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. Sen. sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Naateerte Line Gyp. Bd. -Nech. Date Requested: -!T; moi. t!?/ Times - --AH -[J_. --PM Addresas� �a��`�--G! - Permit is - 7�---- Builders TAE FOLLOWING CORRECTIONS ARE REQUIRED: 42 --- - G-'rte/,�^ /cam--------------- ----------_.. _-/-------Q-- Inspector: / ✓ — Date4F.= C. APPROVED DISAPPROVED - APPROVED SUBJECT To ABOVE -`Call For Reinap. CITY QF TIGA RD ,�WA COMMUNITY DEVELOPMENT DEPARTMENT omom 13125&W FWI Blvd P.O Box 23397,TOM.OnWm 97223(603)&Q-1176 �'LUMB 1 Nf•i PIERMIT L'1 RM I T #. . . . . . . : P'1_M9 1- 005,=' DATE ISSUED: 09/26/91 SITE:: ADDRESc3_ 112825 SW P'AC I F I C HWY PARCEL: 2S 1 O2BD-O 12O0 SUBDIVISION. . . . : N0. TIGARDVIL.L_E ADI`1TION AMEND. ZONING: C--G BLOCK. . . . . . . . . . . LOT.. . . . . . . . . . . . . :8 CLASS OF-WORK. . :NEWT -�--_GARBAGE DISPIOSAL.5. . : MOBILE HOME SPACES. : TYPE OF' USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW P'REVNTRS. . : 1 OCCUPANCY GRP'. . :82 FLOOR DRAINS. . . . . . . :6 TRAP'S. . . . . . . . . . . . . . . STORIES. . . . . . . . . I WATER HEATERS. . . . . . : 1 CATCH BASINS. . . . . . . ..2 FIXTURES------------------ LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . :2 URINALS. . . . . . . . . . . . . GREASE TRAP'S. . . . . . . . LAVATORIES. . . . . :3 OTHER FIXTURES. . . . . : T UB SEWER LINE (ft ) . . . . : WATER CLOSETS. -:3 WATER LINE ( ft ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . 14OO Remarks : Constr^ new sive stn w/'.rg tanlrs, pump islands, canopy R conv. store. Owner: -------------------------------- FEES BF' OIL type amoUnt by date rer..pt P,RMT $ 210. 00 JLH 09/26/91 - PLCK L 52. 50 JLH 09/2:6/91 - 5PCT $ 10. 50 JLH 09/26/91 4'hone #: HELLUM' S ME=CHANICAL. 3327 SE HAWTHORNE PORTLAND OR 97214 Phone #: 231---8B85 $ 273. 00 TOTAL Req #. . 16206 - - ---- REQUIRED I NSP'ECT I ONS ------- This permit is issued subject to the regulations contained in the Rough--in Insp Tigard Municipal Code, .State of Ore. Specialty Codes and all other Top-out Insp applicable laws. All work will be done in accordance with Storm Drain Insp approved plans. This permit will expire if work is not startead Mi se. Inspection within 188 days of issuance, or if work is suspended for sore Final Inspection than 188 days. — - •--------- ----- -- — I ermittee GignAt1-1v e: 1 1 �St�e(A By : 1 Call far inspection - 639-4175 1 , Cpl" CITY OF TIGARD — RECEIPT OF PAYMCNT RECEIPT NO. 01-217935 CHECK AMUIINT s 273.00 NAME HEISICky DAVID CASH AMOUNT : 0.00 ADDRESS s 12904 NF POTH ST PAYMENT DATF 09/x..6/91 SUBDIVISION : upNCNJVE:.R, WA '38684— PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID PLUMBING Pt-.*RM _ _ 210- 00 PLAN CHECK FE_. 52.50 ST. BUILD PER 10.50 12825 SW PACIFIC HWY i T OTAL.' AMOUNT PAID — — -> 273.00 I SIGN PERMIT PERMIT #: SGN91-0121 DATE ISSUED. . . . : 09/23/91 EXPIRATION DATE: I f /,W 9/ PARCEL. . . . . . . . . : 2S102BD-01200 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : BP OIL COMPANY SIGN LOCATION. . : 12825 SW PACIFIC HWY APPLICANT/AGENT: BILL KLAR BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 2.7 X 4.2 TOTAL SIGN AREA. . . . . . : 21 eq.ft. WALL AREA. . . . . . . . . . . . . 675 sq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . . 2 ft. PROJECTION FROM WALL. : 8 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PER14ANENT WALL SIGN. 2.7' X 4.2' X 2 = 21. SQ FT MATERIALS. . . . . . . . . . . . : METAL/PLEX EXISTING SIGNS. . . . . . . : 2 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY! 1 DATE: 09/23/91 T'e-rmit No. a-,&' CITY OF TIGARD SIGN PERMrr APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the acxxxq3anying plans and spccific:ations. SIGN LOCATION ADDRESS: _ ZC8 •2 5 s . W ?6,CNAME OF OF BUSINESS: (J 1 cl-�V"�!CA 1_5 y r APPLICANT/AGENT• 1 ( ��\a r 00WANy• \2N A vh s A y S i c"", PHONE 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 # PRDP S D SIGN: (Check as marry as apply) PE RKANENr ( ) F EES`IANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL ( , ) ELBOIT-MIC ( ) OTHER ( ) BILTMARD ( ) BALMON ( ) SIGN D114MSIONS: --31 � ,;o, D{PMATION DATE: `It7TAL SIGN AREA (Sq. Ft.) : _ _- 7 716 -- -- --- WAII, AREA (Sq. Ft.) : /71 WALL FACE: _ `►- En HEIGHT (Ft) PPA7DMON FRM WALL: ILU14INATION: YES ( ✓) NO a)PY: 16 MATERIALS: e. n l a t l e. FASTING SIGNS: rvsi.k 11<c.( U,.J ATKINISIRATIVE EXCEP'T'ION: N/A APPRM D ( ) HOW MUCHL _ I AREA ( ) HEIGHT ( ) L J,-y k PLANNING DF.PAR�iE _ All sign 'permits must be acoavpanied by a scale i Permit Fee: /O drawing and plat. plan. If work authorized under Receipt No: 9/ --a%12�3 7 — a sign permit has not been c mpl.eted within ninety A roved By: uf� _ _ days after the irsuanee of the permit-, the permit Date: / 3 3 -- 91 shall became null and void. ELEC IRICAL PE14W I CE[t'LM THAT I AM THE REMRDED OWNER OF THE REQUIRED: YES NO ( ) P t CM MAN AGENT AUIHORIZED BY THE OWNER. BUILDING PE 441T �,GCcT RDQUIRED: YES ( ) NO licant. s signature cp/BIWERMr Address Telephone N:\WURD\OC MEV\ , rt-/a c.,Ci( �-• . �r, s ,0 3 �c J A- ra V Q w h� y' 0 o 1 I_ ■ INSPE ON ( W—z City of Tigard Building Departrent 13125 Sw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Bueinese Phones 639-4171 Inspections___ Footing Plbg. Underslab Mech. Rough-in Appr/8dwlk Found. Plbq. Top Out Gas Line FINALs Poet/Beam Struct.. San. Sewer_ Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater/Line Gyp. Bd. -NYoh. Irate Requeeteds Addreeesa Permit !s Builder:-- THE uilders_THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors _ Dates APPROVED DI8AP7ROVED APPROVED SUBJECT TO ABOVE Call For Reinep. I i I � CITY OF `I'ICiARD -- RECEIPT OF PAYMENT WC:;1W1PT NO. a91 "r 17 4 7 � CHECK AMOUNT t 0. 0171 MAW, t RAMSAY SIGNS CASH AmnLJNT t 1.N. 00 G11)Ciftfwl"> t 1 i'E4c'�i SW PACIFIC HIGHWAY PAYMENT DATE. �•UODTVIfi3iUN ` TTC3f�f2D, OR972123- i PURPOSE. OF PAYMENT (IMOUNT PAID PURPOSE OF PAYMf�NT AMOUNT P01I) �I UN PF RM T T F SSN 91-121 10. Oki I I I i I t1'C AL AMOUNT PAID — — -- -- 00 r� 17 aI t I N S PECT_I_ON_.NOT�C� City of Tigard Building Departaent 13125 M Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 539-4175 Bueineoe Phone: 639-4171 Inspections Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Round. Plbq. Top Out Can Line FINAL: Poet:/Beam Struct. San. Fewer Framing -Blfig. Pof-f./Beam Meeh. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Oyp. Bd.\ -Mech. i Date Requeated: T1mst ✓� AM PM Addceeel rmit #t�z_ Builder: 14 r THE FOLLOWING CORRECTIONS 11RR R2QU R>ZDt t; --- In:epector:_—__ -- Data: __APPROVED DISAPPROVED APPROVED SUB.fECT To ABOVE `Call For Reinsp. f 4 n rnirriun In p.i rim K'Ncl.rhJ /i•h Carlson Testing, Inc. P.O.Pox 23814 Tigard,Oregon 9722.3 Phone(503)684-3460 VAX 684-0954 September 11, 1991 CP-6481 FIELD INSPECTION REPORT DATf:S COVERED: September 9, 1991 PROJECT: BP Oil ADDRESS: SW Pacific Highway, Tigard Oregon INSPECTOR: A. Ewing #499 9-9-91 : CTI representat was on site and reinspected items covered by cur first fiel,.t repur•t. Column Lases have now Leen regrouted. Also base plates have been rewelded each side of new modular building and 3/8" fillet wel, s are acceptable. Finally, the roof bolts still have bolts which are not finger tight. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. douc'as W. Leach tlr_ Pre dent cc: /O'Sullivan Construction SERVICE STATIONS METAL BUILDINGS METAL CANOPIES MISCELLANROUS IRONLl �� 1_r S11E STRUCTURAL STCBI SC H 00 L BUILDINGS 2100 SOUTH 11TH AVC. • PHOENIX. ARIZONA 116007 • 252-30e3 M[TAL MANSARD Faxu (608) 2 — 72U TTELECOPMR COVER LETTER TO: �T�VC 4A� �St�K, _ FROM:_ rT DATE: y �Vn,l (::� ) r� NUNIBEP OF PAGES INCLUDING THIS COVER LET£R SUBJECT. 64'L.0 f- I N i REMARKS: ---- I t ,om No. MADISON SNGINt[R LOS ANULES,PHOENIX, TULSA, ATLANTA FOR 'bp O 1 V ties.my -� 7ORSCRIPTION ` f/ Z�l �.�./P 'MAID. �en .-5 a . PRof R6 P ►tiT" 4 ✓ OREGON o � ''70 �1T r l`'ti Goo �� _ 3�o� AL LbPicl) Otil � 0D " Lj9-0 un lh t pa" w w � Construction Inspection d Related Tests Carlson Testing,Inc. PO Box 23814 Tigard,Oregon 97223 Phnne(503)684.3460 FAX 684.0954 September 6, 1991 CP-6481 SEp 13 FIELD INSPECTION REPORT DATES COVERED: September 5, and 6, 1991 PROJECT: BP Oil ADDRESS: SW Pacific Highway, Tigard Oregon INSPECTOR: A. Ewing #499 9-5-91: CTI representative inspected canopy roof bolting and found some bolts not finger tight. Contractor will have erector re check and tighten as needed. Tube steel 10 x 10 columns each side of modular building. Have field welded connections to connect base plates for an added plate. Per contractor, engineer asked for 3/8" fillet welds . Welds provided are undersized. Contractor will. have more weldments added. Contractor will also obtain copies of welders certification. Contractor has grouted column base plates with Conbext.ra S grout and additional work is needed to fill voids which still exist for several column bases . Grouted sections range from 2 " to 4" . Per discussion with contractor pier no longer needs to pour from base plate all the way up to the surface of curbs . Consequently, rebar cages will be bent into back fill . 9-6-91: CTI representative visited site to reinspect field welded connection of tube steel 10 x 10 column base plates to new bi.se plates on NE and SW sides of new modular building. Welding in NE side of building is now acceptable. Welding on SW side of buileing still is undersized. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CAR N 7STIN f INC. Dougla?. W. beach President mew cc: J01Sull.ivan Construction +w ow w w w (w City of Tigard Building ns"rtsent 1.3125 BW Ball Blvd. Tigard. Oregon 97223 Inspection Lina (Rec-O-Phone): 639-4175 Businenn Phones 639--4171 Inspection: ( �e, Footing Plbg. Underslab Mach. Rcr-:gh-In Sdwl Found. Plbg. Top Out Can Line FINAL: Poet/Ream Struct. San. Sewer Framing -Bldg. Post/Ream Mach. Rain Drain Inaulation -Plumb. Plbq. Underfloor Nater Lina Gyp. Rd. ��--K�Koch. Date Requested:-.�� Time: A'L'i--Z PK Addrese: �fj' rmit f:�1 i Builder:— ---� .__ �v THE FOLLOWING CORRECTIONS ARE REQUIRED: APPROVED DISAPPROVED _ APPROVED SUBJECT to #AWft _--_-Call For Reinap. INSPRCT10H NOT1911 City of Tigard Building Depertaent 13125 B11 Nall Blvd. Tigard, Oregon 97223 Inspection Line /(Rec-0-/Phoo�ns)s 639-4175 Business Phone: 639-4171 Inspections_ I / C`'. Y...._ - --- — — 1 Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINALs Pont/Beam Struct. San. Sewer Framing -Bldg. PonL/Beam Mach. Rain Drain Ynsulation -Plumb. Plbq. underfloor Water/Lina Gyp. Bd. -MechG,� Date Requested:_ -ate V - / Time: AM _PM Address: 0 PLit is Builder: 1 TRE FOLLOWING CORRECTIONS ARE RBQUIREU: Inspector:---- -6= l APPROVED DISAPPROVED APPROVED SUBJRCT TO ABOVE Call Vor Relnep. j N5 PBCT I ON_�_Lq; City of Tigard Building OeparFmant 1312E S11 Ball Blvd. Tigard, Oregon 97223 Tnepection Line (Rec-0-Phone): 634-4175 Businees Phone: 639-4171 Inspections (�otinq / Plbq. Underelab Hoch. Rough-in Appr/Sdwlk �F.o�u_n_d.../ Plbg. Top out Gas Line FINALS Poet/Ream Struct. San. Sewer Framing .-Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hach. Date Requestedf_ �/ __Tine= AH PH Addreset / 2. Z.s ��-lli�• /1 ^�. Permit #t 21-C. 7 4� Builders THE Fr)LLOWING CORRECTIONS ARE REQUIRED: Tnapecror: - -- Date: APPROVED nISAPPROVF.D APPROVED SUBJECT To ABOVE _--rail For Reinsp. SI( N PERMIT PERMIT (i: SGN91-0107 DATE ISSUED. . . . : 08/06/9.1 EXPIRATION DATE: WWI/ PARCEL. . . . . . . . . : 2S102BD-01200 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : B.P. OIL COMPANY SIGN LOCATION. . : 12825 SW PACIFIC HWY APPLICANT/AGENT: BILL KLAR BUSINESS TAX NO: --.c r_sxs.e,- szvvs=v.c-.xoxses:===se:-.s mss socose-s^= sn socv-,s.nessaes=sssa-s-s SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : TOTAL SIGN AREA. . . . . . : 64 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . 20 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN. 6.5 X 6.5 + 6 X 4.6 = 64.55 MATERIALS. . . . . . . . . . . . : PLASTIC EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 25.00 APPROVED BY: DATE: 08/06/91 ---`��ttt--- Permit No. S��A) /0 CI`T'Y OF TIGARD SIGN PERMIT APPISCATION The applicant hereby applies for a permit for the work indicated or as shown .in the ac conipanying plans and specifications. / STGN IDCATION ADDRESS: oe, `'' ��= l o.c ; �,L 64"1f ZONr1W,: NAME OF' BUSINESS: I--� �� •� pct a�/ _ APPLICANT/AGENT': ?DM K k c( f QOMPANY: �w�s a� y ti s PHONE: 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 ( ) NO (- ) U.L. Label. 01 _/�4 t1 ZC1 ( r ;c PROPOSED SICK: (Check as many as apply) PERY9WENT ( -') FRgSTANDIN, FRE1WAY ( ) TEMPORARY ( ) WAIS, ( ) Fd1F]CIRONIC ( ) CMiER ( ) BIUBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: (0 I I a (u d =n tj.J41 (o X 4 (.0' � UPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.) _aL_i� -----___-_-- - WALL AREA (Sq. Ft.) : N/p- --- —_ WAIS, FACE: N/'9 - HEIGHr (Ft): QC, --- — PMTECTION FRCINI WALL: QFA II TICK: YES No ( ) TYPE: ..•��_ O'JPY: kJ ? S �r < r `.-, I 1�4.i�<l� Y��l� -'-N'T vUttsGlai( j7r'rtE MATERIALS: Pin s f, - ; ( _ FD{ISIING SIGNS: Au. kl .Nc.,.4 AEMMETRATIVE FXCEPITON: N/A ( ) APPFDVEC ( ) H31A NXIL. q �,T7r ARTA ( ) IWAGUT ( ) PLANNIW, DEPARIMERrT All sign permits must be a000aQanied by a scale i hermit Fee: Agyp/ _ drawing and plot plan. If Werk authorized under U52?L_ a sign permit has not Leen oaq.)leted within ninety AppMNd. A days after the issuance of the permit, the permit Date: shall befzmn nul-1 and. void. E 10=C AL, PEY4M' Y THAT I: AM THE REUMED (DWER OF 711F REWIRED: YESC O() No ( ) R AN AGENT ALMIORIZED BY T11E: OWNER. BUILDING PMIIT RDQUU1ED: YES ( ) NO (� Applicant's Signature c p/BICMPEIdU Address Telephone N:\WORD\O]CMEV\ s 7a�� i ✓ PPROVED CITY (» TIGARU HY�ic:�r Tiff;12 Date-- 6 _9 Cross and/1102!'3 fyp. t � b. an sign 220 fori»ad Acr'Ysl¢al ?roc2 - opaguc C')P �ra¢n per•im¢/¢r background 6P i/luminnle d lrad e,iYarA 5h/a/d and yrd`I/rir.9 /JP Ye//raw bockyroud rl ri¢/d 8P Gr¢Qn - _ - Colu/rlrl Sprout/ IJP (argon J ' Regi flar Self Cc♦lurnrl 9/rravc� _`� �-�� — -- N Si/v¢r l�le-la//ic rlus 979 � 1� i6rn Nforad d- Acrslo5e es/ --. -- -- — face- lrans/ucanl CP Grain Su ler background will BP 1 InO49 grup/►/c copy Srll� �1 Column shroud 13P (areem I Column shroud-----..__• Silver rt7Qroll/'c �--��` Tj 6 x 6 x.375 column 7 1 2x4 ✓uncl`/'orr box •--•.�,� \\ % of colu/r rrl -- IL ci*ry Or TIGARD Rl-CUIPT OF* PPYMFNT R F rx i wr iNto. 1—2 1 5sq i CHECR AMOUNI a IS15. 00 NOME : RAMSAY SIONG CASH AMOUNT 0.100 c 41335 NE PACIFIC ST. PAYMENT VATE s 071131 ,/91 f-.;UBD I V I�'l ON PORTI.AND, OR 97213— V'URPW:',F OF PAYMENT AMOUNT PAYD VIURPOSE CIF PAYIYIEN*r AMOUN'r f.,,p i n LAND USE API-A.. P5. 1110 ON 41-107 111TAI. AMOUNT PPID 00 CITY OF TIGARD RECLIPT OF PAYMENT RECE I i:,,r NO. ¢91 i;15461 .::HECK PMOUNT s 1115. 75 NAME CAISH AMOUNT s 0. Q10 ADDRESS e R I TCHE Y, LARRY PAYMENT DATE s 07/17/91 SUSD I V I S I ON PCJRP09E OF` PAYMENT nMOUNT PAID PURPOSE OF PAMENT AM01JNT PAI D -D-1,IVr P-E—R-M, I Fi. 7 5 AP 0 11,-, PI-)r't F I C IAWY TOTAL OMO(INT PAID 75 DuILDING PERMIT CITY®F TIFARD (c,,,nF RD) PE Rly!1 -1 ft. COMMUNITY DEVELOPMENT DEPARTMENT atm-m / I DATE Q 7/ 1 "/')1 13 125 SW Hell Blvd. P.O.Box 23397,116ard,Oregon 97223 (6031839-4176 Pi P r E,L i z)101-4. . . . i iVU, At-1-4N1)Vii_L.L HOiji iloiN HVIC-04 1ZONING: u-.Lj LOT. . . . . . . . . U Fi FLOOR EXTERIOR WILL CE31\1f3TRUC JF WORK. :NLW F I RST. . 114.0 Sf N: S. E: W u S . . .(;01"1 S f PROTECT 0r'[Aq1h1Ui3" UF C'ONIS r'. :2N THIRD. sf N: S. E- W: ii Cl; o_ y GMP. *5,.:1 1, 141,11 !:, r ROOF A FIRE REI-7. 1 if t iii ONCY LOAD 122' SASEMU"N r. s AREA SEP. RATED: 1 + t GARPOL. . . :5LS9 s f OCCU91':''PPnTE �, LI 1\1 MEZZ?iN RL_(: D REQUI ( 4D. . . . L E FT.,it V! f i RGHT-00 ft Fl..R N 9MOK DET. Y i I t'A:i LAN I I S F--RNT:50 ft REAR:20 ft FIR ALRM:N H14D I CP ACI ".3 S PT 1-4 S- IMP ,'1IRF'f.W!_ :V'.26275 PRO PARK I NU 350000 Consti, rlpvj vu to w/l.ul tanks, pump islands, canopy & conv. stor, FEES type amount by date PHM i $ 105010V! JL-F1 PI_CK $ 687. /0 JL,H 0`7/ 1c:/9.i I'! tj R 1)Y j.,3 V`I TRE $ 3. 1,11 J#Ji '.7i 1 1) #, 5PCT $ 52. 90 JL+4 'f-if":T'CIR NOT ON F1 LU — W-,[Ai I I I ONE c ce-vt is issued s4b)ect to the rpoulations contained an the 'S t.I.-u r. �i t v v.1 ,iom mirmpai Code, State of ilre. Spv.ialty Codes and all other I.j I gala I r)c;p ...... ajovli:atile laws. All work Pill be done in wrorda"ce with I r'Lj:,Minq Insp ipveveo plans. 'his persit will expire if work is not eta,too jrlsuIatiren jtlsj within !8@ days of issuance, or if work is suspended for vore Gyp eval-d tl,r III day,. Susp Leilliq Mise. TFrj,�j)C.L,1 Final I n v1 e e -A I I ,�,c:tioh — 639-4175 DATE: PLANS CHECK NO.: — PROJECT TITLE: _ COUNTYWIDE ,QP ©/L AV'/ t wAL AN 7- TRAFFIC TRAFFIC IMPACT FEE APPLICANT: —^ -- - —`— WORKSHEET -- --------- --- --- -- (FOR NON-SINGLE.FAMILY USES) MAILING ADDRESS: CITY/ZIP/PHONE: -- RATE PER -- —_--.-� - ND U-aE-CATEQQGY TRIP TAX MAP NO.: _ RESIDENTIAL — $135.00Z�—Zi3,b 170130!,_ B INE $AND COMMERCIAL X34.00 SITUS NO.ADDRESS: S2EFICE _—_— ___$12 A. ZOZ� Sw PACIFIC INDU _TRIS130.00 INSTITUTIONAL_ $56.00 PAYMENT METHOD: CASH/CliECK ---._ CREDIT INSTITUTIONAL ONLY: BANCRO_F_T(PROMISSORY NOTE) UWO USE CATEGORY DESCwPT10N OF USE EKDAY AVC. TRIP aArE WEEKENO AV( TRIP PATE DEFER TO OCCIJPANCY __ S ,OHMIC ' � W l Doli SE N/14 13ASIS: * S ,ItV►&r 5TATiDA)) CONVFN 1Fll)CE A?04jekW 7 /Newt-A3E /N omm og4e OF PUMPS: PgjFL40W 5 U sem- 4!, n1F w ll5Z .SQ F7 C'otivr-x)1r-A,CE_ A'WleF'7 �iV tt,7 aSE) CAI CULATIONS. r1�1R�ET= I.I Sx x l ao x 3�1•DO �D- �, PROJECT TRIP FRATION I 10,)1 '•D� �� i ADDITIONAL NOTES- EOHACCOUNIINGPURPOSESONIY. Trantiit ----- _ -' T i r �StoS.co P lEpAnc 0 BY:�� C.C. WASHINGTON COUNTY TIF NOTEBOOK ( nn li(1!1 CITY DF TIGARD RECEIPT OF PAYMENT RECEIPT NO. :91 CHECK AMOUNT s 1095. 15 14AME RITCHEY, LARRY CASH AMOUNT a 0. 00 ADDRESS c 11651 lfTH ST. N. E. PAYMENT DATE z 07/12/91 SURD I V I IG)I ON SALEM, OR 973,01 — 128P5, SW PACIFIC HWY PURPOSE OF PAYMENT (-)Ivl(.)L.IN T PA I D PURPOSE OF PAYMEN'r AMOUN I' 1-T-)I D 6-71. 95 TUALATIN VALL 423. .'(A TOTAI.. OMOUNI f."All) I IA 4 1 APPLICATION - STREET•IMPROVEMENT/EXCAVATION COPY TO: (WHITORDINANCE NO. 74-14 1YELL YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY(BLUE)•APPLICANT APPROVED ® APPLICATION NO.: 4-74-_ NOT APPROVED [1 CI I Y O1 TIGARD, OREGON FEL AMT. S PENDING FEE. PMT. U CITY HALL RECEIPT NO PENDING SECURITY ;-j PUBLIC WORKS DEPARTMENT BY --_ --- - DATIE_ !_1nL_-_L_____ PENDING AGENCY "OK" [] ;application and Progress Record MAINTENANCE 3OND N. QY _C�� - PENDING INFORMATION O FOR STREET IMPROVEMENT/EXCAVATION AS REQUIREI) x ANNUAL k3$ PENDING VARIANCE I1 EXPIRATION DATE. —.__(a11e� C_ _.. PERMIT NO.: �� l I L . .__ DATE ISSUED: BY. - (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _.iIALE_ C__IMPHS7l[F2IEMS AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIF.EMENTS APPLICANT _ B•P• OIL COMPANY 73.20 SW HUNZ IKEJR RD. STE 1_207_ TIGARD OR 972__2.3 {21F--586 61143__ NAME J� AgORESS CITPHONE CONTRACTOR_O'SULLIVAN OJNST. 00. 28395 SW BOSERG RD. WILSONVILLE, OR 97070 1 5_82-1742 NAME— ADDRE44-•�----�i—� CITU 'F_H6 RN PLANS BY. HARKER ENGINEERING 8711 NE 35TH AVE. VANCOUVER WA 98665 _ # 573-_3113_ _ N A M 9 AOD E48 CITY T�HON-E ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 28,W.00 - DOLLARS (2) EXCAVATION DATA: ^_- --`^-- T-- 0.04 xf:I�&tHr3'k.00 3 1,153.60 MIIJ STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 4 QUANTITY STREET __ PENED INSPEC- --��— -- R TION S.W. WA�7W ETRE . (SEE ATLWH M PLAN) - U -- -_-- ESTIMATED STREET OPENING DATE: / _ S ESTIMATED STREET CLOSING DATE: — _r/ E —^� D 28,840.00 ! STREET (3) SECURITY NO. SECURITY AMT.: S CLOSED SURETY CO.: _ FINAL CERTIFIED CHFLIA c.ASH ;:1 BOND INSPEC• (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. Sites 12825 S.W. Pacific HWY. I A1^L--�,ar • C� - 1 I Mork area XI 1 ,-�SI�1�3.stt=tadheld•j,��ls., .2. Nam tify..t i.-W T13L'•• mw-t"i%r (.tr.1 CURB -- "s _ — — x X w lX I♦ - Vifiy2g (#634-4111) 24 hcxsr-^ t for WAL)NUr STREFT U 1 _ A Art i EQ work_ _----- - -� - _---- w 3. A traffic cmtrQl I>aAn in 1 ,SWj%itrad to be pCOVided to the rp � 1 I I 1 —aCastirx; wr,►Irk. -agate HighwAy permit is Alwr (5) NOTE THE CITY OF TIGARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMOLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORE. AND To SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJUR OR OA 'AGE WHICH MAY RESULT FROA1 APPLICANTS ACTIONS. 5. S� plan name for additional(xinditium. I (xinditium. A F'F'l.ICANTS SIGNATURE X I DATE__._.,�� i B.Pi Oil 00. II I C I"E Y OF T I GARD RECEIPT OF PAYMENT RF C.E"I PT NO. v 91—2 14w 11 AMOUNT 2489P. 00 NAME, SP OIL COMPANY CASIA AMOUNT a (A. 00 ADDRE E.,Fi PO BOX 947727 1=AVWENT DA'T'E s 0-7/01 /91 tion I V I a I(.]IV A CLEVELAND, (114 4.4101•-•4727 PL.IS PO11 F. OF: FoAYMENT AMOUNT PAID PURPOSE. OF r,o- i wr AMOUNT PA I E) C.C?MMERCIAI_ "f IF FEESC'C.IMW=RC'IAi_ TIF fEES 7565. 01A MASS TRANSIT TIF F1'-.ES 4152. 00 MASS TRANSIT TIF FEES 31'��. 0�7► 'T'RAFI='I C: IMPACT FEES RECEIVED 6-2'8-91 13RCFNBUR13 RD AND PACIFIC HWY/WAL_NUT T'DTAI. AMOIJ'aT PAID - -> 24834. 00 Pacific & Walnut Tigard, OR DONATION DEED No. 11038 R12 011 Company, �g thioCorr)oration Grantor, hereby conveys unto the STATE OF OREGON, by and through its DEPARTMENT OF TRANSPOWfATION, Highvay Division, Grantee, fee title to the property*described on the attached "EXHIBIT All. *subject to any and all matters of record THIS INSTRUMENT WILL. NOT AI.LOW USE OF TILE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF .APPI.ICABLF. IAND USE I.AWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITI." THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. No monetary consideration is being received by Grantor for this conveyance: the property herein conveyed being a donation to Grantee by Grantor. Dated this 14til day of. J""e , 1991 DP Oil Company By , 7 /r N-Winanagen, Real Estate & Market Development By APPROVED! :U�' u��4Ck fX Absistant Secce!*tary �, ns to FORM 0117060%70 STATE OF MON, County of Cuyuhoga_ June 14 , 19 91 Personally appeared B. T. Werner and Manager, Real :ate & Marketevelopment M. J. Wright who, bei ig sworn, stated that they are the,1PIE>iUV)4t and Assts an /Secretary of BP 011 Company _ and that this instrument was volunta_ily signed in behalf of the corporation by authority of its Board of Directors. Before me: Notary Publi for 14'iba�� SHFRRY r3 AU My Commission expires IMM Public State of oho. Cut's.C% (�OMlrblba lylrn S�O��m�1-1M1 owl POV EXHIBIT "A" BP Oil Highway 99 Wet!' and SW Walnut Avenue Right of Way Medication A parvel of land situated in the Southeast quarter of the Northwest quarter of Section 'l , Township 2 south , Range I East, Wi llametl,e tleri(liat►, Washington County, Oregon more particularly described as follGWs : Beginning at a point that is South 570 39 ' 58" East , 204 . 54 feet from the Northwesterly corner of the Southwesterly one half of Lot or Tract 8 , North 'rigardville Addition, as recorded in the records of said Washington County; thence North 570 39' 68" Wes'-., 2 . 10 feet- to a point that is 42 .00 feet from the center line of Highway 99 West , if measured perpendicular thereto; Lhetice South 510 24 ' 10" West, 95. 54 feet; thence South 450 25' 30" West, and parallel with the center line of said Highway 99 West , 77 .26 feeL; thence along the are of a 32 .00 foot radius cut-ve to the right ( the chord of which bears South 839 5'1 ' 30" West, 39 .83 feet ) a distatrce of 42.99 feet to the Northerly Right of Way line of SW Walnut Ave:►ue; thence South 57" 36 ' 30" East, 37 .76 feet; thence North 45t, 25 ' 30" East., 195 . 42 feet to the point of beginning. Containing 2 ,010 square feet. 'rhe barbs for this deHcrit)tiorr is Alta Survey Prepared for S011I0 Oil Company by Arthur I.. IliLchiugs dated 1-26-89 CcwuF r pr 114 Vj r.,F,r V I __y Chir ilAc-r A1 D I notj C,)o tip ev A4 n'•�D�•r•^d �"^ APPLICATION AND PERMIT TO OCCI "',R r PERMIT NUMBER 1#014WAV irVr�� PERFORM OPERATIONS UPON A STATE , .WAY I S A,A 3 5 0 9 3 See Oregon Administrative Rule,Chapter 734,Division 55 _ GENERAL LOCATION PURPOSE OF APPLICATION O CONSTRUCT/OPERATEIMAINTAIN HIGHWAY NAME AND ROUTE NUMBER POLE TYPE Pacific Hwy West - ❑ LINE RECEIVED H104WAY NUMBER TYPE .=Washington ❑ �B E° 1W BETWEEN OR i4FAF1 LANDMARKS PIPE TYPE _SW Walnut Ave AND SW McKenzie Ave El LINE — C(1Mh�l�N1fY DEUE.LUi'MCNT HWY.REFERENCE MAP NUMBER DESIGNATED FREEWAY IN U.S FOREST ❑ YES © NO L-_.IYES M NO ❑ NON-COMMERCIAL SIGN APPLICANT NAME AND ADDRESS MISCELLANEOUS OPERATIONS AND/OR r B p 011 Ctxlgaany ❑ FACILITIES AS DESCRIBED BELOW. 2868 prospect Park Dr / Suite 360 BONOREOUIRED ROAR 5 EFERENCE AMOUNT OF BOND Rancho Coduva, Ca 97670 ❑ YES Ej NO 035(4) $ 1 INSURANCE REQUIRED REFERENCE. SPECIFIED COMP DATE L ® YES ❑ NO "'a`s5`'1) June 1 1992 DETAIL LOCATION OF FACILITY (For more space use back of application or attach additional sheets) MILE MILE ENGINEERS ENGINEERS SIDE OF HIGHWAY DISTANCE FROM BURIED CABLE OR PIPE • SPAN on OPEN POINT T p POINT STATION STATION ANGLE OF CROSSING CENTER LIN RNV LINE DEPTH SIZE AND KIND CUT LENGTH 9.57 104+18 East 201± 201± 201 611 PVC 9.59 105+30 r' rr 11 rl rr SPECIAL PROVISIONS(For more spare use track of application or attach additional sheets) '1—OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED? ❑ YES[OAR 734-55.100(1)) 9D NO[OAR 734.55.100(1)1 2—TRAFFIC CONTROL REQUIRED? ® YES(OAR 734.55-025(8)) ❑ NO 3—WITHIN 48 HOURS BEFORE BEGINNING WORK ANI,AFTER COMPLETING THE PERMIT WORK, THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT REPRESENTATIVE AT TELEPHONE NUMBER .A COPY OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA.ORS 757.541 REQUIRES EXCAVATORS TO LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES.AVOID INJURY AND ADDED EXPENSE—CALL BEFORE YOU DIG. 4- Permit is for drilling and installing groundwater quality monitoring well.s(2), see attached detail. 5- Upon completion of testing, Applicant responsible for the removal of said wells and replace with a concrete slurry. 6- See attached General Provisions. IF THE PROPOSED APPLICATION WILL AFFECT THE LOC kL GOVERNMENT.THE APPLICANT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MAINTENANCE SUPERVISORS SIGNATURE. LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE D"E X --- APPLICANT �:410001 ` APPLICATI N DATE TITLE TELEPHONE NUMBER X 9/ G� »nr4'K hft– Sc: a--r When thison is approved by the Department.the applicant is subject W.accepts and approves DISTRICT M I ENANCE SUPERVISOR RE RESENTATIVE APPR9VALD TI. the termsilkTprovisoons contained and attached,and the terms of Oregon Administrative Rule,Chapter 734.Dlvraion 55,which is by this refinence made a part of this permit X L I 734-3457(3-90) 2AM35uy .� APPLICANT B P _Oil Can�any HIGIiWAY 1W__ M. P. 9.57 & 0.59 _ X 1) The work area during any construction or maintenance performed under the permit provisions shall be protected in accordance with the current Manual of Uniform Traffic Control Devices for Streets and Highways, US Department of Transportation, and the Oregon Department of Transportation Supplements thereto. Contractor shall maintain all existing traffic control devices during construction, then re--install permanently per MUTC:D stai,lards and District. Office specifications. 2) All construction operations will be performed off limits of the highway travel way and shoulders. 3) The access control fence must be maintained during construction and restored to its original or better condition after construction is complete. X 4) No work will be permitted on the re-dway during the hours of darkness, nor between 6: 00 am to 9: 00 an, or between 3:00 pm to 6: 00 pm. 5) Drainage shall be controlled within the applicants property to the catch basins. X 6) Work to be done under this permit shall include such retrimming, reshaping, ditch cleaning, repair work, and other work as may be necessary to overcome deterioration which may occur in conjunction with the work authorized by this permit. X _ 7) Permittee to verify all utility locations for relocation prior to construction, should any be in conflict with proposed construction. 8) Permit inspection fees are estimated to be (Order to Render Service) . A deposit of this amount with the District Off ice at 2131 SW Scholls Ferry Road, Portland, will be required prior to the start of construction. Charges will be made on actual cost basis. X 9) The spread of mud or debris upon any State highway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. Clean up shall be at the applicant ' s expense. 10) Applicant will install and maintain landscaped area as shown on the attached dr_aw.Lngs. Planting shall be limited to low growing shrubs, grass or flowers that do not attain sufficient height to obstruct clear vision in any direction. The Commission or Engineer shall have the right to remove said landscaping at any time such removal may appear to the Commission to be in the public interest, without liability of loss, injury, or damage of any nature whatsoever. 11) The permittee shall not use the right-of-way to display advertising signs or merchandise of any kind. 12) Only earth or rock shall be used as fill material and shall slope so as not to change or adversely affect existing dr-inage. Fine grade and seed the finished fill to prevent erosion. 13) The stopping and parking of vehicles upon the State highway right- of-way for the maintenance of adjoining property or in furtherance of any business transaction or commercial establishment is strictly prohibited. Applicant 's Initials --Lpre-aigned) i AM3509 3 .� rF-,Lk., t 1 7�J S � r C 0 V c 14--, J Gpp ---- --- <oNcQ£7-F-- 'r rniTp w i 7f- -; Now 100/1 f wO. RIT-MNIf0USF_-T_F.RAN By ASSOCIATES, INC. �. ` ` Date Geotrchnical& Environmental Con.THl(Qnta Scale BEAMAN CORPORATION JUL.y 14, 19£39 p� P. O. Box 21687 u r L. r W u Greensboro, NC 27420 ..IANIAASLi9w cL-D Vee. P�Jri��NS rEl,12UARy 12,1 90 pip C7FLEFS ANALYSIS RAJ- rOc-HQ-.W V Pt..ItES _ RP X50 to aULF FEBRUARY Z 3, i98BD, D 43 x //0Put-t NOSE" C.A"oP_ _ E F EN, EA/c-E'S /. n24AvUA L of S71-EL C011/Srpti(- / A/ - A /SC, /980 2. L �CNT Cz �£ GDLD-FORME'D STEEL 0E-Sirjjji MAAJUAL - A;SC 3. FQUNnAr1 elu6-NE-t--p- /N4 - U. [ EoNAWDs DEAD LOAD = 3 P>SF LIVE LOAD 30 PSF V.111 L) LDAD - l S IAF �Ep PAnr N Ea; APR 1 8 1991 �Rf H, PPS PAc,F 1 of /4 BEAMAN CORPORATION FF-BRUAIey Z3' 1988 P. O. Box 21687 Greensboro, NC 27420 4 3 x 1 DL= 3 PSF lL = 3o PSF WL- zsPS' 17 J G► N © � B4 f ©I�(Typ) ryPl j Fo:,•,lei 75 O © µ'•v' S V > 5 N1 DL�f P � C1 _ = dW G� 9 Z JL ` I �� Cm KER I��DEY B5 �c: BI- N14X2� Ez - W i4-x4-3 i �B W 14x3 - - T-ryr)-- - - - - - - - _ O LFj-LAsFUAL- -— -- — -- — -- —" — , 19 Q Act �r 75 /owto,►4 _ - - - - - - - - - - G2-r5.txsxl� 6lox 03 84 5" C 6ELDW) ® ® - J H 14 BEA31AN CORPORATION P. O. Box 21687 Greensboro, NC 27420 C—pMPvT ATi0r15� r�E C k 4.35' 1 11.41. II 4-z' R,n Rd R� Itp . lti)= 1J33 K'r � Il. Deck`, 044k;,14 F Ike t.AV 4. - 413'k z USE 3-fl00EMT- E (,)t! r'o Fir11, 11; ? //C : r✓, M c 3 3 /1.44 �`. 4 3� ♦ 2/Y1g (22.68 1 fi.4'tVY� W de r 11.4 2, 4 f"l /JI L : —. 4-931 k — k4 4. , l9/lc i /,f, - r,, _ . 4?: k. •c. F,,o Rn, d .413-, 493 , 245 F E = FL c,f z ii W6 47w = . zSl r2 Z 1n� In �(0 E-� I ri,`- L)k3 A94 .4n4 .4 S�►eP= 3s3i43 rnAA.t_: .3S 3 3u k.v) /L Spo-r = .7 79IN; — mau = 1-19(30ks)lIt e9S" ;> . 494ik ok I PA4 6- 3 of I'4 i IZ 5 zf-s' - -4 7. 7-1 7.5 I +k2,5 sv0 'f —f 34- I RA w s►► k ►z°lr, + . ozz a os IV"Lkct " SNEAK SPL►[-GS Loc AT D AS 5Hor110 AgoJE z s ' RA = Ro_ W(4►)� = 11.94 l.LIS k -i RA Rc - ►►.`i4 RL 1 � bgI Z mlj�►� �' I -- � Z4 p4 v3 3 F'A u E 4 or i4 BEAMAN CORPORATION P. 0. Box 21687 _p�1 Avs ccn,Ir 6recnsbam NC 27420 &O" T-prn F LArA(F' BRACED Cay DECk G Ilo 0•� �� = t4k51 > 44, 35 X4- k olc / z 3(e' S PAr,1 BeACC' -MP ct A"4E- Al- 36 I f Ac.4- Fo -17.1ksI r{ AZ (/NTF7Z 1Dpt �()•�' L �� 'It 11.9 S;9S I z•�� 7.S �L , AS wA_ Z8.4 -1 !c 1°x.1 1 __ vl Cn , 14 (YON >z 5.3 14 r 34 5-w 46,(o JrJ i S = 344) PN4 �fl f1.4L' 7P Fp ' 19:1 ksl rE 7 o ). r4 k T 6.5,7 4 K Z- L4 : 7.S LK FL =2) ks, > 77. 2 t� .0 •.E 0 k PAL.,E r� or 14 FuRc.IA/ OVER STOQE� ' S�3t w 1u,5' io,t' t Rei R K� Iz"ICF 1 w _ 435' t= Cly"PECK / +. Of.o ' , 3B(. KIT H A i. i USr 3-MOMF"r E4M► Tn FIND M13 44.5 '($0. ILI )(z) • .4. MI3 -jg (46,S)2(2) — CS:13C310)(`lo,$) + I 3(o l�z 4 L \ 4-co,t IJ ►tile ='130.51 1'4- k RA:' Rct = 4l..S ) * 30,1(0 —I.30.S-I t x,73 [IaS ) = 9. 11 K- 7- 4t.,S ,— RI,� = RR Z = w C 4 30.A, ) f 5'7 3 C 94) — I5.sa K Q�= 12. 9 4k z t5 s-7 811 g,'Iq Y CK) 5.7� Q.11 Il,vl ILEI , r /\ V 3p,1 � ,til PA(a of 14 aer �■r � �► ■E � � BEA31AN CORPORATION P. 0. Box 21687 La�'t_I rr5 CONT Greensboro, NC 27420 W 14A 43 f le2.la�,ti� ci�Ar' 3.2 L E = 2•IL „v i3orrOM FLAA/4E' BpLr=D By (& Ito 24-kS I 12s.zz -k r3ur47: c-r,. Tuf Ft Apj(,`" Lo .9'L Lu = 14.4 r22 kS r _ }rY)A,, `i.2 (roI ,(p 114.68'k ik uk 1Z CROSS $FA MS 10•�-� K II.g4 (I�jq"k 12.a1� k ;/.4�1 /; 47 ' //.46,' 'f u 3 y� — 7.5. 1R. 34' -7.s' QB-25 93K Ra Re 10,91 1.03 i Qs,�3 Yl.l� FAUr 7 AF 14 CROSS SE'xlm Cowl T W 14x38 $' 54. 4 3 rt = 1,77 '11AF = x. 04 Bomar" rLAAj6E peAcE"a OV PUP-LWS Lp - /I. *t,' -4 L.W- = /I.5' Fe . 72 kS I mA2 2 "/ � 64 4m = loo ck-k > 1?7 Iz CRoss APAm CBELow /0rlOK1# SlU/S c"U01/0 8.e�5 17- 331 f KA RA = Ra = 15-,r7 t 15. 5"1 v � K� S•57 t 34.q► OL W IOX (o$ 5. �S.71N3 Fo = 22 ks MALL 2 2 kJ1 ( '7S.7,,yl) = l 3 s.a 134.91 P4-JL p k. �z PACs✓ 8 of !4 SOHIOiBP/GULF BEAMAN CORPORATION February 7, 1990 (CANOPY COL CALCULATIONS) P.O. BOM 21687 14;10 GREENSBORO. NC 27420 MAT Phax M I NOR VIPNax HL`LI) (WLi�a � ( I { loc rt I II I I Hx Hya COMPUTATIONSs COL LOAM COL PROP: ITS COLI SECTION PROPERTIES (COMPUTED): Raax(BM)z 28.47 KIPS D(depth) = Ib IN A = 9.59 IN',' Aa = .983 NU - 15 PSF B(Mldth) a I0 IN St 29.79 IN 3 ;y = 29.79 IN'; t(gage) _ .150 1N rx = 3.961 IN ry = 3.962 IN Fy - 46 KSI MT - 32.6 4/Fi KN = 2 h = 1.50 4lactual) = 27.60 KS1 Lx = 116 1N Lv = 216 IN COMPUTATIONAL PROP: MAJOR WIND DIRECTION: MINOR WIND DIRECTION; FASLIA FASCIA HEIGHT (h) FT = 3.54 3.5i LENGTH (L) FT = 118 43 Lco Fi = IF 1E t OF COLUMNS - 6 6 SLENDERNESS RATIO CAL0 I E = 29000 KSII IKL/r)x = 109.0 Cc = SARti,,lPj ?E190 y) = 112.5 FaIEQI) = 11.52 KSI 4,0r)v = 81.8 (y,L!r w = 109.0 Fa(EQ2) = NA IF 0L/r)4ax < Cc, EQi, ELSE E92 (KL/r)eax < Cc Vex - 12.56 KSI EOI: Fa= fQaFyl(1-((Ktl/r)^2/(2$Cc"2))))/ F'ev = 21.33 KSI (5)3+3/81((Kt1/r)/Cc)-1/81)(Klllr)1.2/Cc^3 I EA2; Fa = 1121PV 21E/(231(KL!r)A2)I AXIAL LOAD Fow =(MAX R OF 82) +(L/12101/1000)= 29.06 kIPS�CDL 4a=P(MAK)/A = 3.03 LSl ( Fa [OKI BENDING (Fh INCREASED BY 1/3 FOR WIND LOAD) X-AXIS: Y-AXIS: H fascia = (1.31WL1lhlL)/(10FCOL6) = 2.24 kiCOL Hfas n a= I. IWl11htL 1 IOL;= 8: k/COL Hy z 2.24 K/COL Hy = .E1 k)COL Mx =[ H41Lca4 I s 40.27 '-K/COL My = HflLcof = 14,67 '-K/COL 4hx = Mxl12/5x a 16.22 KSI 4bv = Myll2%Sy = 5.a1 KSI Fb =Fyl.60t!4/3)= 36.80 KSI > fbx (OKI Fb =Fyl.6(1(4i3)= 36.80 kSl ) fby (OKI COMBINED AXIAL AND BENDING (Fa, F'e I Fb INCREASED BY 1.33 FOR WINO LOAD) IF f04/3)14 ) 0.15 EA5 1 4 2. ELSE EA3 4a/l4/3IlFa =.1E2 Ce =.85 EQI: f(fa/Fa)+(Ca>tfbx))(:l-fa,F'ex)lFbx)+(Cayl4by)/((1-fa/F'ey)tFby) <=11 - AISC (1.6-lal E92: 1(4a/.6DFv)+(fbx/Fbx)+(fbv/Fby)4= 11 - AISC (1.6-1b) E93s 1(4aiFa)+(fbx/Fbx)+(4by/Fby) �= 11 - AISC (1.6-2) Pate 9 of/4 S0H10/8P/GULF BEAMAN CORPORATION February 7, 1990 (CANDh COL CALCULATIONS) P.O. BON 21687 1400 GREENSBORO. NC 27420 EAS 1 1 2 CONTROLS I-AXISs E01s .182 4 .458 = .640 ( 1.0 (OKI E92: ,082 + .441 .523 ( 1.0 (OKI E03e NA + NA NA NA y—AKISi Egli .182 4 .152 x .334 l 1.0 (OKI E921 .DB2 + .161 a .243 ( 1.0 (OKI E931 NA + NA = NA NA Paae /C of /�- SOHIO/BP/GULF BEAMAN CORPORATION F-.tniary ' 1441 (CANOPY CDL CALCULATIONS) P.O. BOX 11687 14:09 GREENSBORO, NC 27420 bIAd4° urs urs wln. Pwwx b 1 t I I � I I Hx — My 1!x My COMPUTATIONS~ COL LOADS: COL PROP: ITS COLI SECTION PROPERTIES (COMPUTED)r RoaxIBM)= 15,57 KIPS D(depth) = 5 IN A = 4.59 IN''2 0a = 1 MLI - 0 PSF B(width) = 5 IN Sx = 6.76 IN1 By = 6.76 1N13 t(gage) = ,250 IN rx = 1.919 1N ry = 1.919 1N Fy - 46 KSI Mi = 15.6 1/FT Kx = 1 Ky = 1.50 t(actuali = 11.60 KSI Lx = 134 IN Ly = 134 IN COMPUTATIONAL PROPS MAJOR MIND DIRECTIONi MINOR MIND DIRECTIONS FASCIA FASCIA HEIGHT (h) FT = 3.50 3.50 LEN6TH (L) FT = 118 43 Lro FI = 11.17 11.17 11 OF COLUMNS = 6 6 SLENDERNESS RATIO CALCS C E = 29000 KSI] 01r)x = 139.7 Cc = S9RT(21PI^2E/QaFY) = 111.6 FaIE01) = NA Ir.L/r)v - 104,7 (KL/r)aax 13911 Fa(E02) = 7.66 K,SI IF (KL/r)xax : Cc, E01. ELSE E02 IKL/rlaax )= Cc F'ex z 7.66 KSI EO1: Fa= F'ev = 13.61 K,61 (5�3+3i Bt 1(K 11lri/Ccl-1/BtllKtl�r) 2/Cc'3 I E62: Fa = [121PI'21E/(234(KL/r)^1)I AXIAL LOAD Pma+ =(MAX R OF B2) +(L/121VT/I000)= 15.74 KIPS/CDL fa=PIMAXI/A = 3.43 KSI ! Fs [OKI BENDING IFb INCREASED BY 1/3 FOR MIND LOAD) X-AXIS: Y-AXISI H fascia = (1.3101.1h1L1/l#OFCOLS) = 0 K/COL Hfastia= 1.31NL11h1L/t COLS= 0 K/CDL Hx = •0 K/COL NY - 0 K/COL Mx =I H4$Lco4 I = 0 '-K/CSL My = Hfllcof = 0 '-K/COL fbx = Mxtl2/Sx = 0 KSI fbv = My112/Sy = 0 KSI Fb 44.60114/3)= 36.80 KSI > fbx [OKI rb =Fy1,601(4/3)= 36.80 KSI > fby [OKI COMBINED AXIAL AND BENDING IN, F'e I Fb INCREASED BY 1.33 FOR MIND LOAD) 1F f04/3114 ) 0,15 EAS 1 & 2. ELSE E93 fa/(4/3114 1037 Co =.AS ED): Ilfa/Fa)+ICoxlfbx)/I(I-fa/F'ex)lFbx)+ICrtylfby)/I(1-fa/F'ey)1Fby) (=1I - AISC 11.6-10 E92: I(4a/.60Fv)+(4bx/Fbxl+(4by/Fbv)<= l) - AISC (1.6-1b) E03: I(fa/Fa)+(fbx/Fbx)+(fbY/Fby) <= 11 - AISC (1.6-2) Pape 11 of I¢ q1wxwirKI SOHIO/PP/GULF BEANAN CORPORA 1ON Febr, a, 7, 1990 (CANDPI COL CALCULATIONS) P.D. PDN 21607 14:09 GREENSBORO. NC 27420 EAS 1 6 2 CONTROLt X—AXIS: EOI: .337 + 0 .337 ( 1.0 [OKI E921 .093 + 0 = ,093 ( 1.0 [OKI E03: NA + NA - NA NA Y-AXISs EAI: .337 4 0 - .337 ( 1.0 [OKI E02: .093 + 0 .093 ( 1.0 [OKI E93t NA + NA = NA NA Plot 2 of 14 CANOPY FOOTING CALCLATIONS BEAMAN CORPORATION February 7, 1990 P.O. BOX 21687 14:13 GREENSBORO, NE 27420 CANOPY FOOTING DETAILS: p,��M-IID•vrrsnr:� ernr�_Qer_ae:Tl Tu 1 30-DEG PAI GRADE axb SOIL d of �~ NCO j FOOTING i D FOOTING E-- - P2 pi l- L -�--.'qI-` q7 (W) TOE FOOTING PROPERTIES: FOOTING LOADS IEA FTG): TYPE QTY W-FT L-FT (FTT td--FT P-tJPE Hx-k_IPS t-1'4! 1 2 4 5.50 2.50 2 24.74 2.24 40.11 2 6 4 4 5 2 29.06 2.1.4 40.27 3 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 TOTAL B WL - 25 PSF CNPY WIDTH - 43 FT CNPY LENGTH = 11B FT SOIL BEARING PRESS= 2000 PSF BEARING FT61 FTGM2 FT6#3 FT604 BEARING AREA: Ab= W.L = 22 FTh2 16 FT^2 GROSS FTG WT = W.L.Dt(.150CF) = 8.25 KIPS 12 KIPS NET FTG WT = W.L,DI(.150-.100)KCF = 2.75 KIPS 4 KIPS OVERBURDEN DIM: a= W+2ld.TAN(30)l = 6.31 FT 6.31 FT -. OVERBURDEN DIM: b= L+21d.TANt30)I = 7.81 FT 6.31 FT WTsoil=.1('Od(Ab+a.b+SQRTIAb+a.b)1/3= 6.95 KIPS 5.40 KIPS P(MAKI = P+ NET FTG WT = 27.49 KIPS 33.06 KIPS oaar = P(MAX)/A - 1.25 KSF 2.07 KBF -. OK 3 % O.S. UPLIFT T uplift= 1,O$WLIWtl = 126,9 KIPS T dl; CANOPY WEIGHT ICW) = 38.6 KIPS FOOTIN6 WEIGHT IFW) 88.5 KIPS SOIL OVERBURDEN (SW) 46.3 KIPS ISLAND SLAB WEIGHT (10) 14.4 KIPS 187.8 KIPS > T upl [OK] F.S.AGAINST UPLIFT= Tdl/T41 = 1.5 )= 1.5 [OK] OVERTURNINS OVERTURNING ABOUT TOE RESISTED BY DEAD LOAD AND PASSIVE SOIL PRESSURE ON SIDE OF FOOTING, OVERTURNING MOMENT FTHI FT612 FT_ 613 FT614 Mot= Mfty iH+J l = 45.9 -K 51.5 '-K - . - SUM(Mot)= 401 '-K MOMENT -RESISTING FT641 E1 FjG13 Pan 13 of 14 CANOPY FOOIIN6 CALCLATIONS BEAMAN CORPORATION February 7, 1990 P.O. BOX 21687 14:13 GREENSBORO. NC 27440 MOMENT - DEAD LOAD Fdl=Tdl/SUM 1FT6S= 23.5 KIPS/FTG Mdl= Pdl(L/2) = 64,6 '-t. 47.0 '-t, - . - , 4103 '-K MOMENT - PASSIVE SOIL PRESSURE COHESIVE SOIL: SOIL DENSITY - 100 PSF Coln(MED CLAD = 250 PSF of=(DENSITY)10= 250 K5F .500 K5F q2=2C+DENSITY$d= .700 kSF 700 KSF F'1= g1DN/2 = 1.25 KIPS 5 t;1P5 F'.= g2DM = 7 KIPS 14 KIPS Mo= F'1D13+PZ[jii = 9.6 '-K 43.3 '-K - , - . 279.6 '-K Mr=SUM(Mdl)+SUM(Mp) 690.4 '-K F.S. AGAINST OVERTURNING= Mr/Mot= 1.7 >= 1.5 [OK] NON-COHESIVE SOIL SOIL DENSITY 10(, PSF Kp(M1N-SAND) - 3 gl4pl(DENSITY)ID= .750 KSF 1.500 KSF - - q2=i,p11DENSIT0ld= .600 KSF .600 KSF - . F1= gIDN/L = 3.B YIPS 15 KIPS - F'2= v21)0 = 6 KIPS 12 KIPS - - Mo= PIDI W2D;4 = 10.6 '-K 55 '-K - - 351.3 '-K Mr=SI1M(Mdl)+SUM(Mp) = 762.1 '-K F,S. AGAINST OVERTURNING= Mr/Mott 1.9 >= 1.5 IDK] i i, Pae 14 of 14 t w UAMAN CORPORATI N nen y Z-Z, i v©9 P. O. Box 21687 GID Creemboro. NC 274x0 �u�y 7,1-)Sl 0�0 v v D&TI" 1 P v(L Cb ll P#4 M jl 2-0, 4-o ' c,g�nc.F sH s) C84a?v cr►QLA,4SH Q(bC.) (r�rFnca coR�cl�s) �- �FNVRL cam' S l�C �ti£T7F'UC TrCtitJ . /!o S C 19JO 2. ;F'OfiML / v!: :Irt�jIa _ /Prr/ rpga �+ • SEc:rsc/ PJE'p✓�'F.'ry �L�•-vy�TillNt i=olF Ni� .2rYrC' Jvh/t_ $l',wi'n/f.^�ft�ys.✓N PAU��pf/ C 1 fel C��\y� 'DEAD LOAD = Ip rtF 14,�ri 1 ti✓E IfAt�. = 30 rsF l G£��[_�EscR/l�Tre�tl APR 1 8 1gg1 �• £T� uc- �vr S?/�cJr7'GhEi( r*P�t l r-+l'-•.aE�PS ce+^�c •sri.,� *N b :2 • 1")AerS 3 , X z0 GA. rcC_k PA"F- L 6* R,B t!`riF- .a-,vr W r-of 3 "-, 16",l 2064. Cc,C IN6= AEC+C I?A c-C o t D R1:VNI %N C(iRP6ii 1'i 1�-%N Y. O. Box 21687 Greensboro, NC 27420 04 7 414 L 1'-4-1f� U� crz o 4A•- i/� C. N � 4 kA V M x a N _ � L:J (.' Z._I MOTE" A(( acv-IvrrS � K7x%.f C2 - T. S. 3wzx,l 4- �1� FSP^r.�✓.r- --AC A� P. 0, 1; ,x 21(A 7., Gre ciisboro, NC 27.420 1. -P E-C!S P^Aj S ROD cry_ 17 _- SF 3 /N om E WT GV/'J 'ry S JL 4V Fo OL M�,W"- /►'�n "• /yl 0 s I►1 p L ^^o( 14.15)• 1r14 : -w (11.(oS; 11 Ra- Ar.: I IjeSLa -_.S 73 _ , ?- aL 4- 41 Z Il•bS �, X9.5 m e ♦ �.�I�_ - z 3.2 4 k. s Rf3, =Rn, = 11.b1w t � - . 505 ®.1ma• �4m�(�,l), E,Imp- -,y (e.0 z /1.4"5- r ro 0Srro f 4rtnC_ _ I.,ld Kgt- Ko, = L.I� .573-.073 = 241c • ik i 9.1 (Y)g=111 575�k /N` 073 1` e.l.A ♦ .073•-.573 .11I0 2- ISA= Re= • Lu7� IKe= Ro= .s4Sk- 24 232k- 2 of .1110 '2 zea 3�,� • Iii . ,¢ • �7 (�y = 5D 3 S rL,) 3 4f7 �B4OVA 4.7 ABUT - Z-7r'I 1N i1 Q1> .Sl �k ok it. 4 P-4 4L (-jq = R E = 0 31 k- k_ ,04-3 Re = Ru _ os2. ape iD BLAMAN CORPORATION P. O. BIIN 21687 Cru nlburo, IAC 27=120 G✓ •19.5' �a R4 Z I Z 11 /6 S' /7. //OV S' 1031Al ^7ZP BcrTcM FLAN<, C ./32ALEh !4./ s�E'Ck �` = 24 � I(cw. = 2 9 ksl � /7.l��15�//t =` 34,Y '� ' 2z.p5 '�ti,�,c• 0�' k/ Iz ops KAP = , (cam f�1 �� Re FIL mA - mL45 3 ft)vmcIVT EG/j TC F"iNp Mg ,4 mB(S. Z 9) - w (e z q Z mg 41 gw ' /,�> ' , 5'`�� `A = SugIL z B.x9 k FF - j.os 9 ..979 Ic �1 -7q �`� �rctiv.• l•02/� WA, �� .r /.70 .T .915 d/C' t'1A(tow. ` 1 38/N� •i`Il = 2,3o s/ (•i. I� �� 3�ksl, t= •07S io Ot I Ad P1 `+•�'�E'. = /.02 IA/5 �A Cor 4 QA-- /Q SBoT. !�/ n�yo,P. r /•,118 /�/f BEAMAN CORPORATION P. O. Box 21607 Greensboro, NC 2=420 SSL k /1. � � $• 1 l� � 11. 771 10.Iq' 9. 7.35 Z35 /0.191 Ro Rt R Rc, A C s ME 19,(C S�'NiolE f 7`ilf/S`'r 4,Zl QA : O K 11 1 --- �--t Rte.-. 4.LI (K) ?I RC, = I.Q�c eE , 4. zl 4.L1 9r C/-k') o __ter•-----'-� �"--�_--• __--_ /D r`1 c� Fb c -�SQ _ = le. 9 0 r 9 r—'Atcmw• ll.-7-7' ?•ISI ¢.b5 loQ 2.151 fl1 t3 p4' 0 b•t�31 oa �l C4 Rs I?t E f i? rW R s s�•�� Aef- cfF sAf /S je A. o Lai Rr : p = Z M( R � BrAAIAN, CORPORATION P. O. Boa 21687 Greensboro, NC 274?0 14, I`l t c e _ 12.131- �k > 4.re'7'4 ak 4 Ssll nF SiMif'LF SPANS �- w W' (tog 1.031)11 # .p//S _ RA RQ to I 6p = .70"1 ts z Ll PO z I. 70S'L !1(k� pG = I M 1 k Z,3z G•44, O-7 Q' �• t C C O;VMN c C Oro A/a �. �� G O/ i BEAMAN COPPOR4TION P. O. Box 21687 Crectisboro, IAC 27420 1.o SCR= !.d Kr_- 14 81,4f 146.4' Au Lx : 14a•4 M) Ly = 1 t 4 B� _- !34.9 >r 1I.- _ � VE 144.1 -�--� f•- 1, IDr�I �..K r,cZ meq. Fe Fey • — H•ZKs� A LFxrAL K or 'f a = •�,.,A� = 1.L3 �fi � d 3 n sr Cly 'sem _ �..X = ► 4�e kfr < '3rr� o ,►� $� 3 G iJ�r�vF / r/3 r vkb tri v� 10.96 --- —r---- 6,= ---- cl : � ! _a �J - • 8 �. O�'11r�F ��K19¢�7?45�� .Z Z /t[F Z � N M n k 2 K' t d 'L• r O r N� C2 W = •.g�•oL9�Ct��r8.o4 �G.�3 �: .17z tc� � '� Z_ A M A rc r R! As- Z w `p 6J In a OAw �.: oc � � t BrnrinN corrt,�+► P. O. B. 21687 2,420 Grcenslwo, 14-7 s !47 'fry, F. `h F,6 cZ = .js s z > Fa- .� � 9S `t .JSz� br,9 = • ez1 �- (,ra ems' v x 1-6 DEEP C� sN�FfJ� x 4!�' (rG r 3�41r� x (=6'A y . rte.-.a,� = 4. 2 t + f- �. rSo -'/c;7�l�c ('2 k 2 w I•S � � 's- Fr s-I L f t � t. 13 KfIC �K Q tax = •31 ��-1.07!« + C•c►sol(,S')C?33Z t832) s /.9S$K 1 2S �.� x ell / ' u� .7v 1 � + .OS(!'Si��T33xd.�`-(/•g3x3.0��)7 �3. I¢!t �i✓1 A K ?z QAf 485 R'r O h3C F� •. QEF .�rr.cN r = //9 �r 2s e,i cow F 6ecIr roe 1 Tvrt (.0291(" Y& * Baa( LO AV 9 *c p� Tic �° f�q cE 8 A� /C BF.IMAN OORWRATION F. O. !kms 7147 cr.aahum INC 37420 9. F1�r�rnC of LJS'. .26- aQ 6A ~j� — 413C ! - 2f�•ray xt3' •sc. /axr r�91! — �' t ~ 3' t /`�sT C lr.vr�+rv�+r� S.w�! Q<�•.b,T. ^O.s— sws-•+rsrw� To� .� 9/3 ('�•� 'r) 7 �G '`/6scr > T*A� � Z. "j�is► Ili /'f�C�,� _ / •079 tr�r QU K �Q- ', Je 7S K/tetl- a K � �itec,J �3 •C� �� c �-.-. C.7 /4.cT > /y . 7S 6s�1 •»sx` .1 3 (/YAecr �1_ (Z/ Z6.9ks� > �Si *-r! r•.v scar y �f = T,T6r-. 9.o9 A-s/ •C, F-4. = a s•t rtti g SO-7,w t- IL 44 Poat 9 a� /0 BEAMAN CORPORATION P. O. Box 21687 Greensboro, NC 27420 /0 . �,��vt� L.•.9 Fav nj., w ALC pr.vE'C s T�9�rx'F+� l.✓�� lo.s la ro d�r�- �.d� gee o F' l5 c t !,✓N.« iq r rr S %� a �� p�2 M - P m c�T a i� piy.•p�!G M TiFf.utf.+.t s f�.r f c r��A/? "oi or iA.vito r L NON. -ECT. PROPF RT 1" 4A. lF. r�'f 3 ••5 = Z9 I N '� Fk: = fir✓ k3 i f S' 1.47 t^j D = .43� •v]. ksF �( Ll' ) _ .0309 kLF l\ L [iErJDiN _ r - 9 E 3 3 S so kso s-r r CTcIr�L Frc�Mr � Ce'1SEF Vit/✓t Ly /Gi�orE Sf':f� ��F lCS 3 �• /pr-cS . -2, C) � ( • 66 /3 _ /i.�: (IZ•S ,(�z�/L K 02.9KsF�LId')(�{ _ /O,c✓ 2 ti (►c t_m w. /of.3L K ? /U.S l� k �k f44Ga- 3f-„.'01AN CORPORATION P. O. Box 21687 FEp'RvAky 24, I,988 Greensboro, NC 27420 if S7'RFSS AN19kV.s15 'rHM SAn -ZAPU o/L Ct9 lOr,io) 13.`13' Su c �vG �. rA.�vA� o� s�-tr�. r-oNsrl?unzoN _ /9is� i9 rsto roar. >E-5- "A/ MA.vVAL _ AI SI 19E6o �D�77 3, �uitDr�1� CG E RE�v��,�yTT FoR Rfrv,00Rc�� e�-r '4cl 4., FbllNDATICN �cNG/nlEFr'c/c/4 — G, (.EoNARD<< / 19i:t EDIT IL sl CEJ Le_�bS FLOOR L L a 10o P90' 3t ¢ �,I �ooF L.L = 4o PSF 14,75(3 1 lb L. - 13 Psi J,j/AJ Z) WL — 2R -P-sr 1 %Fps 2.1, cc)�”Etc) p.PR A, �wov.a DECK Mq+Llr-1•x^'1 SPAiV = (_' ,c�,, i u s F 1/2 PLY wmol, C D - ex-rE ICI0R aCuf i !.J Al few • = ISS pSF OK • $, rlt-rAL BECK ?AA-% _w- i6M Ig _ 5 2 a GAGE' (Fy-s�►tsr� R �Mrcr+vR, s ,46 GAJ; !aJ = ( 0 5S orSlir 16'oJIDC PAAJ, .C,1707*1, S*oF ca�IR. = �b3 r.l I IZ/Fr IA fZ A �6 03 .4-1; %./2 z 2A 19 'P:1AcE 1 or 10 BEAMAN CORPORATION P. O. Box 21687 Greensboro, NC 27420 t BEgMS - 'PERft+EDiR Rol 28 W �, DS3 KtF� (� + � O q KLF c 2.40 W.LF 1 QA a 1\B S C•qA`K IK T5 3 K 3 s. '7/1!e S s 1.-72 trio ='r 2• bd r�14 Fy = 4-6Ktf F _ ` F-t rrs i -73LA12- 7•GKt� = 3.qs > (, 43 t-14 W-, O+C. f a:.. '17. X Am S - I.,,j7r%Zi dR CON SiDET� 1--1•g1tfMVM SPAN L I'RA h$ LU = (, 4 5'3 nSF) ( s + 0K L RA c2' u/3 'Lel = '2•-7I K Ciox fs• 3 s OL13•� ,y67,4 mi cl/Af . F.,F/ Fe = P? = 2;L-Ks I ,FP ?eA c!r sy ME'cn 0 P, c 2,,f• 7 f2. 'PA BEAMAN CORPORATION P. O. Box 21687 Greensboro. NG 27420 2 00 Ic C 4 f r,ti1 CCC N T• z•4Z o�T ,3-►� s-4zK .,�K I K C K SC. e� h .�,s� sC I•�15 ) _ X5,9 �►c C. '7 : Sx = ZI• S T_ x 1 Z9 L b - s,18755 F-t = _ oev CCt + i5 > (o�y = 1A1 �� IL Pot GE 3 m� t0 A B17ANIAN CORPORATION P. O. Box 21687 Greensboro, NC 27420 iL ON wAI.L t.)ALL pANfcS T2ANSF'cR Cd/&)D LOAD Tv '3A5E AND rb R&apr 'DECK WHICH ACTS MS A b09PINRAFr7 ZoOF' j>►APNaAGM T-AAAJSMIrRS L •AD Tra S NLrAal' I`S ^A-'� S TA UCTdRA L. PIZAf-IFS < LC AN-LIcAC;L-) poty►S0CYA0JURlrW- f'o-W i q 3 SC6 ►�TTacr« � D SPcc,� �cArr�nJs mit c� H-�vArY-D L.J A L L I-Ei-L Al CS FD S' S�"r^JG CA PR:fTy SOF: F�f% AML 1-'� M A rc I ✓—C, q2 k sF� /0•/'7'�C � ) — " 1.91 K Z V4 A Z K K H Z _ (� rnt5. / /. 73 r^1�� <• 8h f'> � "�. Q7 !/O /N N3 z �o/s /•-') C �c a k:,) __ p . ( '� �N = eel'9� K j RssuMr TfIA`i. INf►T All (,4rr /�'Ac 'R Y Tr' c sTYE� 'Ar' �,�- 4 •� to BEANlAN OOP.POKMON P. O. Box 21587 Crccn:born, PSC 27420 �eIC ,�E[ t.✓N�f� I/cTf OF-ic A AD r,f 1A'2/fF�9 .• F3� I SM S Vto rL��fir►til CZ-6c rC ^PPf-fCArALd MOMS. S E-.T. Pe OPO Rt WS wo til S Y T.4 IN, F"z �_ • ;r,Ict 1 FSt I.r1 li : ��rJp�N1� q,5,5 io kit s) .�A OF I a BEAMAN CORPORATION P. O. Box 2165 Greensboro, IAC 27420 3. CoLuryNS •,•� Afrr�►dT" S G►LUMP$ A�S✓r•(��i Q-P-57ISr(-t:; (A77C--&AL L?A.bS . 4k- «� '— --�—D-------II-- D —_— a � 0 , ti 6 �� W 07 L\/ L12 40 Cl = 75 3k 3r3/rb ( fir = 4GKrr � A . 2•ot- /AJl �„ n I 119 c I�S•3 S I•'13 rw3 L I I pl IN MAX, C2 — 'T'S 3 ,r Ik x '�/�V C �y = 4(V Kit) R c l • 4-C. 1 AJ 6x . � q4 INa SyT • (04eAA AT ceoL9 R 1, L * I IIO�• �.+ � L.. 193 L. : 110 ,.j L I l o 1N "ice ry Ar S'1-v R-r F Q##JT �� = 4, ,-h = I10 !N �,I _ Ile rl ---z kL y.75L II0> Y M!L 5 .75 l�0) 14 7 O r Fak S'I OK51 '� 5 o 10 1*T W w w OF i W- W t LEAMAN CORPORATION P. O. Box 21687 Greensboro, NC 27420 3 A • a� � A � �ol��. cl K� 4.4. r+wu :► 2,5¢ 74 " '. rc51 rw= �3 4c5f oK. C...� Q.•.,a,. 31 4 _ UMC% = 2.4Z 4.08 KSI 4K• s x,46/-i ' 9�•t, 3, 0,6 K 4Il - ,'2 11 KSI Kfl 01<. J 1.46 $ ILL o4zr"r, C P"A /N c RfAtFD 2!_ re Q w r.Vp l• Ab � stVML15 CI Co f C2 GARJIZy Wik)-?) 1_.OgD FT2•M CCo92E'.D f1eFAS C I W - •B(,02gKJF)(3 57E3 /-Ld"7,)_ .IfGKLF LIC ►� 8 = 6 S41 tAJ (I,b8s)y 6'S4,- 2(9,!67 .JJ +� � ►'1.+dw = 76a KSt < = 3(pBKV y Q G 1: (,�1 � .8(.d2.9 ►cs F�� 11,75 � .� 13 to K �F +1 = 1Z 4- I c Ft= 36.8 ks f . 64 ,w 3 C. 8!S ! AL r- '>3 EtVpfAe, C-OHRi,VM J=. >F0. • 034 + •24'3 c Igo oK '!o et-A. _ 2.1f Ksl - -Z IS •�133 k-fl (jP 22 'PAS E 4 o1= 10 ■r I w w w w w BEAMAN CORPORATION P. O. 13oa 21687 Creensboro, NC: 27420 t•813N 3.`25.. I.e�3� 22 CPA `"► Fr = 33.0 a:) 0, 2. 2.-S'7 .. A s = .401 S = , I B7/►�3 12" _ ---y,J�CTM METAS flEC..�t vi NX L% J77777 V D F METAL 'DE U! UL71MATC LOAD = I. ? LL + 1.4 ()L= I,'1(, I�-► 1.4�,04� = . Z2 G ICeF Mr�x,MJNI SPAW IS '7 .-0 " P S I 4 fl' Mu - OF y As (Cl - �� I ,►01xz,1� Mj = 2.7 = 2 4 rr r-w- O.r. . cmer-iC T SIOa! RE i►J ORC�M,E►�T ftRT/(� : PAGS 7 OF ►CJ E,'1ANIAN CORPORATJO:: P. O. Box 21687 Greensboro, NC 27420 �. FIE©'P, 212151.� q o �A Qs w = (-7') (. i4o �rF� _ . 98 K tF' rte,AK = &J 91 = 9 gzpre Cb "7.6I 'u� Tx ='3a'1�r"Y � s �-77 Cc/r1PRE' IflOAJ Fcu9NCE 7MVkACCD BY I)F_CK C2�> F, v ZZ WC I Civ M A (Q.(Q. Iv~) 2 Kl r� = 1,+ .9 �K' q,9 r`"MAK- cK. W8 H �rcm� . a► (7,91 44"E5jri .. rs• 62'x` > C, T'FV�t�"1ETFrf�__�� CE C'HPVIIE�-S PO'( (,�-. I• 2 � � ►553 ,S,lAB ` -I 1.4n pw 864 L I ,,553 IIQ r 138C�� 44-7 57,053 �614' 47� S53 -- —— 6q 8 �A C.JI_ G�Ac( Le41� f Fco�r2 Cel' . -70 KLF 112- 40h-(F fl 5 S U,-iE 71,20 h view r— c,q P,+c i ry A T R E � c Qo (10 Y5 k oo CO, _1 2•S3 K Fe q-so iBB (6.8 2p_so�K (3,3 ---.._ ro•4 B8 ra 9 'PAsE g o� to BEAMAN C MIGR 1171(,: P. 0. Box 210P,7 Grccnsburo, IAC 27420 rf C'• oF-e f,-1 , C'HAA/,vEL (ebVP_) c Pz k z0•7 SR = '2 I'S fN zK = PZ9JAJ4 c�/,1j = 8 f3 C�MPP2cs` SSf0/�1 rCcgMGE (3�FCED AT �.�p t"a . �� _ �I 2 mm = I�1• (o k31 M ALtOw . C21• Kf/� IAC ky Is.e' HAX. a 4k 2II.�K IlD y 6'4i1 f1 13 oQ3 / x,61 4.303 zli � PI 38b Q p R g c P - SoU --------1T D - 4 ---- .5¢ Ar.gs 5AZ c G•80 RB = Q•37 K F'f » II•SL-K �f•7 P�•O �y , g•3oK 6-40 � � 2K �o• ? � SK Z /'S fMC for E. -FLoog _ToiST �QlLir�F �'O�TiN r--- _------ w= s rj.—1-1� Get (KIO �Arc.a, . r► r�'7e'� =F'+ .7'K OK .� 14.1 ', - 'Pot 19E q 0i' to rr W 13l�,Ai►lAh CORPORATION � P. O. Box 2168 Greensboro, NC 27420 /s Gov e,1r�a-rioN I� } 4- Femrc►�GS 4 O x 4 O x 2.�G DEEB 6 Fm oT/N c S r-R 3-' G x 3 G x 2 6 D E'E P N,V. roc.�j,> A , T6Ptti1G 2•o Ks� Asru.tCD 4 x Q F'rr + z• of r r6. - 2S•04- A vk 4Avk 1, 6-7 WSF L 2 • 0 kIf-- o K. K 4e / F—C,- . �r-,A►� = 17' S 3 K + I• S 3. 5fir� z "P,• r� . q,gp �� r,<. •,- -6 C) y r.M,9x, Friew, f 7•EkF'�_ ¢2 6� ,v Ax KSF G '2. 0 DK ��Pc � � r = (• o19jCSo- (g x413) 21, �K -7—t,` eco 9:" wE GN r = 9. S Wa« wFIcN1 _ 3.6 K F 1.001 t W E/G NT = Zq 3 K Fov'rtA- Wr(c/f r = .3 K �► T✓P��FT� iZe �o� 94,0- L 4.0- c• D✓g RTyAR IV/A-r Ilk, r'1ovF►e��rN,.�r i.� (•ozq ►��C413� io.2) + :� i•ro (��s 2�5 eEs�r�nN� = (9 �K ��)C !8 ) .= 84-6 Mor = z-1S F: ►-'1 /✓✓lo T-- — :3• I �- 1 mak'. CONVENIENCE STORES MAY 131 1987 I LAMINATED WALL PANEL SPECIFICATIONS � I FACES : 24 GA. HOT DIP GALV. STEEL. IX 1 FINISH : BAKED ACRYLIC ENAMEL OR I OWNER CHOICE OF STANDARD iv APPLIED VENEER-. 'a► STRUCTURAL- I • WIND LOAD 32.48 PS.F. I TO 9' FT. 2" IN. HEIGHT. EQUIVALENT _—_ TO 110 M.P.M. WIND. 3'-4" MAX. 0 INTERLOCKING EDGE JOINT FREE TO MOVE. 24 GA. STEEL FACE WITH • CORROSION RESISTANT FASTENERS. BAKED ACRYLIC ENAMEL-- • WIND LOAD TEST PER ASTM E-330-8,9 FINISH a WITNESSED BY PTL-INSPECTORATE IN POLYISOCYANURATE ON APRIL 22. 1987. (ROA- 768) .o CORE CORE , MANUFACTURED BY i�► [ RMA,X INC., DALLAS,TEXAS• NEOPRENE BASE — CONTACT ADHESIVE DESIGNATION : THERMASHEATH "A" INTERLOCKING TONGUE. & GROOVE _ FINISH PROPERTIES : THERMAL : 3" THICK R ■ 20.2 STRUCTURAL STEEL MEMBER 31/4" THICK R" 22.11 _ FASTEN TO PANEL WITH SELF TAPPING TEK 3 1/2" THICK R-25.0 FIRE RESISTENCE : LAMINATED PANFL ENCLOSED ROOM FIRE TEST CONDUCTED BY SOUTHWEST RESEARCH INSTITUTE WAS 4UCCESSFULLY PASSED ON 14 GA. BASE ANGLE FEBRUARY 13 .1987. ATTACH PANEL TO BASE ANGLE W/ 3/160 DIA. (SWRI PROJECT NO. 01-1374-411) POP RIVET BASE ,ANGLE TO ,---FASTEN CONCRETE 11'/ 1/4" DIA. DRIVE RIVET TYR PANEL CONNECTION DETAIL ■ BUILDING COMPONENT PERFORMANCE BEAMAti CORtOi2ATION PER ASHRAE 90A-80 y 800 W. SMITH STREET GREENSBORO, NC PROJECT NAMF g - 733 Co'VV FA!/E" AJCf STefy-LOCATIONOWNER BUILDER M i✓ CD�' /'A 1 �'O�/ __ �__ OCCUPANCY GROUP No N^ x'65/re A/r/A4 �BUILD?NG GROSS AREA — LATITUDE �y'Z °/✓ TD -/ 7A/ DECREE DAYS EXTERIOR DESIGN TEMPERATURE: SUMMER - /Q�p o/ WINTER - /•� °r= INTERIOR DESIGN TEMPERATURE: SUMMER 7 °F WINTER SYSTEM INFORMATION AIR CONDITIONF,R: TYPE ��C.EGT�c';G (EER -�) (SEER ) (COP ) HEATING SYSTEM: TYPE. 7-R1G _ _ (COP �) (EFF. HOT WATER SYSTEM: TYPE LIGHTING: (WATTS/ SQUARE FOOT) ACTUAL BUDGET MAX. COMPONENT INFORMATION- EXTERIOR NFORMATIONEXTERIOR WALL: TYPE ,r.SU= - ,' f7 .X A= 4 '7 L 0 ,;Ar,. pis -6 Lam[Y;SVCYAVZWf,E11- . 044 A= R 3 ROOF: TYPE .r " ,f r rAL U ^' U=-- J w't A= 7 3- FLOOR: OVER UNCONDITIONED SPACE U= (o�'-- A_. r SLAB--ON-GRADE ?4 U= A= CLASS: TYPE "Q'� C/'�1i'�/NSUL - S.C. , / WALLS: P'o ALLOWABLE ZOO ACTUAL _ OTTV ALLOWABLE 9 4 ACTUAL 30- S ROOF• Uo ALLOWABLE . C(p� ACTUAL _. (J(,0_4_ OTTV ALLOWABLE _NIA ACTUAL _/V �Q FLOOR: Uo ALLOWABLE U? ACTUAL - 0605 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING COMPLIES WITH THE APPLICABLE. RE OF THE ASHRAE 90A-1980 STANDARD. 4% Cj n c:��`rC�� NAME .. �_----------- -_,_- -- DATE i -- ta, AE'R 1991 N W - a Z 2 cn (n o (: 4c _ �1 dc z z ■ 9 ,, C w 94 N Ln \`J ^ - - fV N ' ii L Z I._2 N v� = v) � n �� Iii � 1_. •�•'. �vim-._ n .�rte„ r1<- _ CI=- C z f"J o tJ� vlw_ < N 1' N o •it` 1^ c` N C_V ... L V: J1. N `N� s s ` '� C J .. � z c3 3!•II7 v, �o �• y icy, H � NN mm Z s N w r <m < .7 N N ar �r s w Wiwi wx WE 9 U=.:!'--A 7:CM Of Cl='1_7- -.3-?-'ill e c I N 9 "'LS (bG L*+v WT Q.7CP !! & I OC=;PA-%4 CT 3 377rL^5 CYR IMA? G.l--y 83 cz7N-xcnRt • �0 TJX) (IIt it at) Y s LT.31 - S V:F'T. Y fl-�A:QF T}]r''='�lTva S L C:ai DD7 i 17 7= Grl�1. a 1 GR OS S WAII 2 r.7-i /611 2 S5 a Dcs�s -- �,3 5 9 7/ a T o�A 8 I:`:..', c.��C;I Q: FMA GAt ( A:A L�� 1 'f}s:.JC:+Rr 7) .�'T...�li UIN ST RvITICX Tri-T,H G A.SS VS�O Q�TI►?ION SC:.I,R FACTOR (At DST Ste) CLl5S TDl't T -MMS�`�-� SLING C. r s Sninxe� D�R:Z.. CIASS JLIM► (i ) of--T-A7A:7C14 s:):A.a SF-k-= XkmDIA-r.Orr AT YAP.'-.OR (GSF) COW—nCIE,? GAN TA..._.E S2-C et -rS.C.) S2 ! k:mnx 10 11 LLS? yYZ SOC; 3 SG SCUM 1 -34 5- ° ---_ _ _ G D 1L sCC;aMT 15 WWr _ 416 aCIP-MI t 1T nr.1z RAZIATIcsd VAI GA-11 (A.DD LMSTMcoca 16) � 3a90 C :9 A CY4LL ?-70 '10� 5� ♦, s LINZ1 * A=4 I (FxaK UM s:.>> 34 CITY OF TIGARD OREGON April 16, 1991 Larry W. Ritchey Permit Consulting Services, Inc. 122 S.E. 27th Avenue Portland, OR 97214 Project: New BP Facility, BUP91-0074 12825 S.W. Pacific Highway Dear Hr. Ritchey: The plans for this project were re,.iewed for conformity with applicable codes, and are conditionally approved. Additional information will be required for the following items, which may require revisions to the submitted plans and details. 1. Slab insulation for the modular building does nct comply with OSSC Sec. 5303(d)4. In addition, no lighting budget or energy (heat loss) calculations are provided to show compliance with OSSC Ch. 53. 2.. Pre-fabricated buildings and some pre-fab components may be subject to State of Oregon Building codes Agency plan review and inspection. Please document compliance with OSSC Chapter 50. The s?..te permit and building permit may be issued at any time. Details to cover the above items must be submitted prior to inspection of the construction noted. If you have questions or if we may be of assistance, please contact us. Sincerely, Jim Ja a Pians Examiner FAX (503)684-7247 13125 SW Nall Blvd.,RO.Box 23397,Tigard,Oregon 97223 (503)639-4171 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Box 475' • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 April 3, 1991 British Petroleum Oil 7320 S.W. Hunziker Tigard, Oregon 97223 Re: BP Oil Service Station 12825 S.W. Pacific Hwy. 6089A-183-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UPC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Removal of Tanks:. Four flammable liquid tanks will be removed from this site, all of various sizes. During removal . please comply with Uniform Fire Code requirements as needed. 2. Installation of Tanks: This plan .site %rill have the installation of three 12,000 gallon tanks containing flammable liquids. Inspections shall be called for during setting of tanks, pressure of tank tests, and pressure testing of piping systems. Please provide 24 hour notification prior to contemplated testing times. Contact person will be Ron Tobias and can be reached at 526-2518. This letter will serve as the permit for installation of the noted three 12,000 gallon tanks. 3. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. 10.303 (*) 2AIOB:C - Light and Ordinary Hazard 4AlOB:C - Extra Hazard "Working"Smoke Detectors Save Lies I I British Petroleum Oil April 3, 1991 .Page 2 (**) 3,000 - bight Hazard 1 ,500 - Ordinary Hazard I ,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances bhorter. See requirements in National Fire Protection Association Standard 10-1 . 4 . Address Required: 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 5 . A ,proved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 6. Required Occupancy Certificate: Prior to the use and occupancy of the project. (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 if I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department , BUILDING V,ERMIT CI TY OF TIGAR�? CIIYOFTW4RD P�ERM 11- SUP")I _ ,�,� COMMUNITY DEVELOPMENT DEPARTMENT MOON 11 126!'.W Hsh Blvd, P.O.Box 23397,Tigard,Oregon V223(500)639-4176 DATE ISSUEDI 03/26/91 E'W PACIFIC [A' : P 0 R C E L L�S 102-11 D -Ii.l." Q1 0 NO. I GARDV I LLE ADD 17 1 ON AMEND. ZONING: C—G LOT. . . . . . . . . . . . . FLUOR EX'I"FRIOR WALL CONSTRUCTIC3W. :DEM FIRST. Sf Na E W. .C011 SECOND. . . s PRIJiLL' I 1-. :5N THIRD. . . . t S f N: S. E: WS L12 TOTAL---- 0 S f ROOF CONST: FI RE RE*T') it 1C r LOAD, BASEMENT. : s AREA SEP. RA-rED: ft GAFRA(-W. . . : S OCCU SEP. WrEr!: READ SE"rBACKC3------------ REUU I ASST LEFT: ft RGHT: ft FIR SPIKL. liIIOK DET. . : FRNT- ft REAR: ft FFR ALRM: HNDICP ACC: MTHS t TIYIP SURF()(--E- P,po cnRR: ()RVI NG- ppmc)litian of all ste-Ltetkires, remove k.tndPrgro1.tnd tanks. FEES INC; SERVICES type amol.int by date recpt o'4 V FNUE, PPYII $ 15,. 775 J01 01'a,/17:16 /71J PRMI $ 5. IAO 5PC T $ 0. 7G HPT ON FILE 1'x. 75 TOTAL RE-'QUIRED INSPE.L*rl0N(5 v.,. is iss�eri subject to the requinions contained in the Framing ITISP t';9i:ioal Code, State -.f Ore. Specialty i'ades and all other lnsLtlatiarl Insp 144S. All wk will be done in accordance with Gyp Board Insp This neroit will �xoire if work is not started Siasp Ceilnq Insp -JaVs of issuance, or if work is iusoended for more Final Inspection tee in ,all for insvec-tion 639-4175 CITY OF TIOPRO — RECEIPT OF' PAYMENT RECEIPT NO. s 91---r:l 12'17 CHU.'K AMOUNT 1095. 05 NAME, PERMIT CONSULTING SVCS CASH AMOUNT 0. 00 ADDRESS R 122 SE 27M PAYMEN"r DAi*u, t (A 3 2(�,, i SUSD I V 15 1 ON PORTI-AND, OR 17214- 1 82 PnclFj:l I'MY PURPOSE OF PAYMENT AMOUNT FIAID PURMSE OF PAYMENT AMOUINT PAID PL >IEUK FF. 3-43(.', 671. 95 TUALFIT IN VALL 483. 20 I(JT Al AMOUNT PA I D X950. 15 CITY (IF TIC44RD RECEIrli OF PAYMt--..NT RECTIPT 1*40. 8 NAME PUPMIT C.ONSULTING SYCs CHECK t4MOUNT t5. 75 �41)DRFGS rASH PMOUNT r)(1YMF-'h17 nATV .SUBDIVISION 12*885 PACIFIC 14WY 1 '1.!RP('JSE (IF f-*'AYMEr4T* AMOUNT PAID PI MPOSE OF w-wmEN'r AMOUNT PA I D B1.111-T)ING PEPM I IS. 00 T. BUILD PER 0. 75 DEMOLITION P,Epmi-r I OT(4t AMOUNT PA I D .4 •1 1 APPLICATION FOR OFFICIAL. INSIGNIA OR STAMP OF APPROVAL FOR PREFABRICATED STRUCTURE MANUFACTURERS RECIEPT ONLY State of Oregon f Building Codes Agency INIVORTANT NOTICE Manufactured Structut es and Parks Section Manufacturer shall retain this copy for its records. 1535 Edgewater NW,Salem, Oregon 97310 (503)373-1235 FAX(503)373-1014 This is not a permit and may not be used to verify --- agency approval of anv structure or portion of a Applicant: MAVISON 1111). OI' Alts Mfr.No: ;d-3J. — structure. _ _ . Mailing Address_2100 ^Quth 11th Avenur-, This Reciept only verifies that the manufacturerhas City: 1?hoewi.x State: AZ Z.ipCode: 8500applied for a prefabricated structure insignia or ` - Fax: ( b ? ti 5.1-i..'J 4 stamp of approval. Phone: �;►►►L�_ --J 7U Oki TYPE01FUCTURE: fPERMANENT APPLICATION FOR: XINSIGNIA USTAMP Chapter 50) Zi( RELOCATABLE tJ ❑ COMPON_E_NT_ - APPLICABLE CODES: - U 1 &.2 FAMILY— MANUFACTURERS USE AGENCY USE _- � OSSC e — S OMSC SERIAL NO FEE AGENCY NO. DATE BY d OESC AO--FP-13_ 35.00 — f. u OPSC ' -D -13 �U .U u PLAN WROVAL NUMBER — N15'L-9C 16).1. PLAN APPROVAL EXPIRA'nON NO.OFMODULES OR COMPONENTS --- - TYPE CF CONSTRUCTION -- — (Sec OSSC Chapter 17 through 22) I r-11 OCCUPANCY GROUP n-2 (See OSSC Chapter 5 through 12) --- - DESIGN TEMPERATURE ------ - See OSSC_Chapter 53 20°F --- -__� ELECTRICAL SERVICE LOAD 6UU A1viPS FLOOR LOAD(Live Load) 'a P.S.F. ROOF LOAD(Live Load) WIND LOAD Horizontal Wind Load) M.P.FL WIND EXPOSURE: — 3 EXPOSURE B -- -- - (Sce OSSC Section 2311(%)) U EXPOSURE C_ GAS TYPE: ❑LP GAS_U NATURAL GAS SEISMIC ZONE: ❑1 U2 ❑2b U 3 SIZE OF STRUCTURE: 24 ' x 48 ' -- — _-- - --- USEOFSTRUCTUREE=onv. Sto::e INCOMPLETE SYSTEMS_ ori FT.ECTRICAL (Submit a"Notification to Q PLUMBING FO�AGENCY USF ONLY Local Enforccmcnt Agen.y" 11 MECHANICAL INSIGNIA (831-244) fo c �s'E this tt. licaAge , STRUCTURAL STAMP(831-242) S Pp DATA PLATE(831 - 243) S — AGENCY ADJUSTMENT iTOTAI.MT S — -- OWNER/LI:ASLE: Pacii:z.c & 14alnut PERMIT APPLICATION APPROVED.- ADDRESS:. -- ------------- i-1 Cit Ti atrd CountyOR State Zip u YFS ONO AY AGRI EMI NT: Applicant agrees that Oregon Insignias or Stamps%adl he afflie. to all simctures hutlt,convened,sold,shipped to or installed in Oregon and certify that the structural,plumbing,mechanical,electrical,and fire safety equipment,connections or installatinnt of each structure hearing an Oregon Insign s or stamp%rill be manufactured or installed in accordance with Oregon approved plans,statute,and roles. Applicant ccrosents to at necessary insper dons and fees matrred incidental to the issuance of Oregon.Plan Appnvals,Insignias or Stamps of Apnxoval. Atilhonird.Ignaturc I t c or osuurn atm r 1 1 1 N��WJLW FOR OFFICE USE ONLY STATE OF OREGON Revenue code 831.848 BUILDING CODES AGENCY Plan Approval No,: M--51-90-0601 MANUFACTURED STRUCTURES AND PARKS SECTION 1535 Edgewater NWS Salem Oregon 97710 Date ReoeivNd: TELEPHONE: (503) 773-1235 Date Roviowed: NOTIFICATION TO LOCAL ENFORCEMENT AGENCY The Prefabricated Structure Identified below requires completion work at the site as specified. Manufacturer Name: — ' Madison Industries Inc. of Arizona Address: 2100 South .11th Avenue Phone; City: --- (602 ) 252-3083 Phoeni State: zip; Arizona 85007 Plant Location: 2100 South 11 th Avenue, Phoenix, Arizona Owners Name pacific & Walnut Mfr's Serial No. Installation Address — AO-BP-13 Occuµ ci,Group Type oyT Nuctan -•� 11 N Tigard St;tte TP Cade Date of Arr val on SSite '- r Installation Site is in: CityCX County n - •-CCfAP[.EIW NCOIrf'LETEREMS _ NCONIKETE REALS Start-Up H.V.A.C. System i�t: ��: .ori•. c7.� 2 )• Complete Elec. Cross Overs Site Wiring to Gas Pumps, -- Canopy Lights and Signs "- !` r'3 ) Hook Up plu mbincr to Water_ Lines and Sewer Lines — -- TT '` Minimum $50.00 payment We with appileatioll. Make check payable to the Btfilding Codes Agency. Fees not subject t to rPfuncl. BCA :000c MADISON _ Q ' -O/ No, [NCIH[[_q LOS ANGELES, PHOENIX, TULSA, ATLANTACl ++p f. BHT l OFl lZJ l � � OAT[ / CI O Flap 8P UiL Co. --L_ ------- 2lC n[s.•v o[ccnIFlTioN 43 x /24�' (:'ANOPY —� CNKO. mV Live .D CAD 1.a.4o N L 3,8S y1/iNO: 4 v20 CA LsF'EE� : 4O inP4 ,4 (L. —- --- --- '9 W1ZKZ(r L9 C. � - kYl2K 2� kylZx 2X. 04 )A//Z x 26 w/4 X 38 N N G )'V/4 x4B '' 57 : "112x z +N (� a 0 W�E'NG I f/�� O.6V v �► '` I t I( Q Q - ✓ OREGON v 1 Nl MARK �'� r N N y MADISON [ NO NG�/r[lR LOG ANGEL[1, PHO[NIX, TULSA, ATLANTA I ANT C2 or ` ►OR 5 P OIL DAT[ S U[[CRI►TiOM 43 x / cMMn by F,�CIA SUPP T FR�1 MF; -110 P-11F C¢-o CT,e9,) F�13 CJA DL_ /6 P14 yL: 4`(/G P 644 ALL1h)/NUM�, m / 2x2x� GA ly,17 f xQ 3 �� fpr. W!�) • �4(lw75-) 76 �-� 2Az 46 1.75 � 1.15 = / 3 !7d (04.) E-Q 1. 7s0 p 1�Z5 RQ (o L) _. C-4 s) • MADISON ,ob No. LOQ ANOXL'CS F'NOCNIX, TULSA. ATLANTA �—_ or DATE T[ ,eP 01" co _ 7 o[[c NI►TION Q,� fix. / C�1/�Qp, CNMD .y FasCrA SUppT F�+ME Com. ENDS (4 CTAS.) F,q�G/i La L r /p P�•�' 4� (/O PX Ir • •4.o u -�-�� '�•�TI W/�./p� 1 ¢�l/� Pte' T �L 7.�0~� m 2- ro7 ?.G'7 'M Z 1.67 /. 3:5 z Dor- •L'` k''p, 7.�7 ■ r--- MADISON ,a. No. tN4�N[�q LOS ANGELES, TULSA., ATLANTA • s14 T C..4 (`,moo► � 10* 6f�1L CO. J OAT[ -r. .— D[tCRI►TION �3•oiK /24-0" CN►(O. 1Y P:5F )'I/AT SECT/ON: ` Y AY 5 d 0.7 50 5 /. —� 0.84 . /. 075 - /_�/� 0. 84 0. 28 .3.00 /.50 4,50 6.7S -- 'S 50 _ 9.oo - x.75 (C 67 S)'. = 3 in/41/H S �•a48 j - 0. 2512 P 24 2 Ll�� MADISON Jos ND. LOS ANGELES, PHOENIX, TULSA. ATLANTA SHT CS l Dt -� DAT[ O FOR 25P OIL1 Z < my DIESCRIPTION 43.',< /Z¢ CA- O CHKO. MY 30 p5F' Lbt ,L-� P P � 9ou LIE 46 _s (7. 08)/ L 288 J-* i ,DLf-LL �Ma)C , 10317jvE Mona IT u/ g DL P P� 242 6, 7 a. z 97 = 20) `J- 2 J per, < 30� coo Pa 7T. MADISON INDUSTRIES INC. Joe NO. OR ARIZONA F N(3-1 N-1 E-1 1w 2 10 S. I1rN Av[Nu[ ONr G NOtNIX.ARIZONA 85007 Or P PHON[252-3003 41 cp .� DArs Iron on. wr z L. D"ClIlPrION �}'3 12 Q' CNKD. By I . I.-,•-. .I. ..,,-, I 30 t�SF FLF I AA S T 06ILL. L6AD) • 1 1 tj (r-W,L DL 00) ( 1,4 , 4) _ I 1 "�'1q � 1j 2. ZA: PT- - -� too,� MADISONJOf NO. �n41NffR - LOS ANGELES. PHOENIX, TULSA, ATLANTA {", 6-7 OF I g 7� /� S'7� FOR Bp OIL Co. Z L.. V o�acRirTivn 43 ix 124 ' CAL-=. YDV �O P,5 f P k PoL L O. 70 r' N}OM� ti T _G--] (�.� ) 40(x;. c,)'/? - AS.S MA)< , Pl P� i MaM .40 277 _ '7 (Co, g 7 30. 7 f 307DOr)-2) �3'-- 1 000 pe4 4 i 45spo (12) _ 3.3.4 6300ps 1 - �©D O 27 ' 2) (4 .3S) �' 4�32 ps. -7 0'-• .40 ( a') = 13. 7 v- k'ot_ 0. 70 + (_)57 (2o') PY/2x- 2G MADISON NO [NGIN[[y LOS ANGELES. PHOENIX, T ULSA, ATLANTA �^ /11T l.. 8 O► I pp D�Tc s� D �r ►QR f.JP OIL CO . D[/CRI►TION K I c40" cAlgop f CNI<D. �V �4: 3o P5F P ,P AArDL roc x 10. 0 6`(3Sp,s{') f FR R - �� P°4 2 +LL - r MoM 'T ti ��. 2 ��. s•) t . 36�/�,s)j � �• 1. (o �-.� 2 MA ►t. MO J� T PDL PDL i � 3 4 9655 pac 7 4 32 33.4 'PM�4z =' S• 2 t , �'�g'(2o'� Z- l 2.Slo�. W/max 2G W- a ■r W v W t fm rw PODS M INDUSTRES INC. No. _ OF ARIZONA IL c9AN—my-R 2100 S. 11TH AVENuc 8NT' 'G or ►"OKNIZ. ARIZONA 85007 IwNON[252-3083 -1(9 i fon liZ1r D"CRIPTION 4 ,� • y- I "T G.r �,J C.HKD. YY 10 5 S. . J I II ,�- � I .s ►� .�- Is'i - 4 611$ 63q G 16 Pmt 1.1r —700 3 �► 1 - 7.0�-1 azo P' e.T� MADISON f ~ [NGIN[SR ^-� LOS ANGELES, PHOENIX, TULSA, ATLANTA DATE ODR tap Co. DESCRIPTION �'- CHKD, IAV WIND P ©.7 1.9 paf 2 - /12a �CoL. OTM - 1. 12. (/S. �'� Y 17, 36 1 `, = 15. 93Y � ✓LCL+LL, 'TAY Ta l o x 1 C) x (A ` 7. 27) i 65 = 23,2) 3, 99) Il ei f 2.0 .`i 5,5' ) :/,Z) 1-3-2S4 k 3, r.�- - 7. 27 = 2. l 1�� b Z / 7. JC/2) z s. 9,5 ka 23, 2 18.84 27. G L1 sE T:s i o x /c, •� b ALLOKlAf3LE Sp (L4TF.,QAL PA '. IVE) z lOQ f bflFT `Z 2G1[7fof� K t 2 a FT A , 2.34 O/2o) _ _ 200 2 l ,F- ��,. (3-k 5 VFR.T. @ EA. Fqe.,f "'�� T/c� @ j2, c1 ) >! 4r WLNEW rw JOHN S. FREY ENTERPRISES 1►1pINIu �"" 1160 Wr OAO# AV'-, lqs AN011tl Sj00j 'r"--- 1 - - w1oH� lalal 344.73ol _ DATE � "�0 �I 10R r41V�C1�U(� �L � Tub I ___7_ (0 Co!_s) A Du. ar Z'• K D(SCIIPTIUN 4301� 124"- (2A t4opy CMKD. AY NOh'IdNCl.A7"fJl.'L''� FUM�,(1/ylC/L4.5 d + 2' d O7M: CVk/R TUkNlnl4 /✓/UM,5NT Ft ALLOWAA/`c OK CUL r TC NJIO/y' - - ft, ; AuowAvtC,5jkL..o IN C,,.)t 1p (s1 ka[ ) ANU/OK AL1 Ak'l.'�y _ C '01.57' "C6- (A/3 70 , ACL' COL. Z � 1 d � CO[.uMN DEPT/I � OTM �'� WELb STRENGTH (�i:IPS/i/J. � I 7 M 4 USSt=T 1t' Lys LD 2CL4u TO C�4 SE kb _ I I •v / I rf . NUMdE/1 OF ANCNU,�( �LT.S ON Tt'N.SION SIDC-- i I �a NGI-�D T A K E,4 ' �_7l1ICA hwE-.i.5 t �7USSET !Lb WILD To Cot j_.,vl v -[I Z(OTM) 4kd f77 IZ(OTM)_ �k•l l � - 4k (der,;) I o � at a■r w Ir i I i �-�-- JOHN S. FRIEY ENTERPRISES Jos NO �'..I ... !►K�iNEEE /69 !{AST GAGE AVE., IOS ANGREi 90DD1 / SI;T C. 1 Z OF Ila � ►RANI 1x171 !IJ-3791 "' (' DATE l to a.o ©�:. L'o. DES. BY DESCRIPTION 4-�)ol,c I24°' (2Arlopy ---- _` C11KD. AY 3'�n Pv F OVEkTURNIN M Gi OMT: (OTM� l7, 3 COLUMN WE -71 ZE k . � ) IN. oR HoLr.: (A -3o7) L i ! i 41 HNCNOR BOLT AR£._-. RcQ p: n U. 4o IN L ---..-_... 7 .BOLTS ' I O I / t3A3E f TI•�ICICNE'.7.7 t • 0. 57 7• mM 20 /N. x / P fZ17ET /L�CCat . WeLD w CiU?"-'T lrti To9.5� WE[D: ,'�� - v. 54 Aka MUT Q E a,O Q. CDL. ,h q,�G. E E_-171H D p . 17-016 FT-K,IPS 10.Hti in. I : .30 kips/in Ft= 20.00 KSI R- 0.40 int l� 8.57 in. , I=-8.86 in. rw rw0 - MADls©N HO. EHG 1H«-pt LOS ANGELES, PHOCNIX, TULSA, ATLANTA rHT or n DATE FOR '3P DIES.my ? OE*CRlPTJOpq 434 (Lyric 9j) !✓yIND J-t= 3.5�(/• 5��3!•s') �/9 /�af)�.�i) . 43�0� OTIy) 2. 3 (/S. $'� ' aro.(� i-.c - ►L VDL+LL TRY Ts /O K io ,c 4 (A - 9,59� 2. o /S, 5 )(!2) /L 3. 9E _ 1 �Q !4-. S, OD 5.59 "L < `lS J.S /o ►c!O x Fou"C)ATl pl./; e A . 2.54(23r. top I.S l)�4)�►,4 t4) Cj t y25 /. 9 t5' ` LICE 4°� Snt K 7 i (! w JOHN S. FREY ENTERPRISES JOB NO. tNOiNEIR 1160 LAST GAGE AVE., LCu ANGELES 90001 SHT C OF PHONE 11131 563-3791 DES. tY L DESCRIPTION 43 CHKD. If . 3c-) Ps F COLUMN ANCJ�O,<'�1�� w�E _ ,.�NCNOK ,�L�; (�CL4kE Tub£ COL1JnrinlS� I I i SYMEl0LS —., OTP4 : 0vc-p7'UQ1vIN6 Nlp,ti/ENT 2' Et ALLOWABLE r7NCAVok, 60LT TENSION Ft, ALLOWABLE •STkE55 1N 1�9� 8 (2Z ,kJ� � u ) _ A A/ycNa/1 b0Z.T AKE,q tu - + C 1 DoT.,iNCE (Ab TO F,4C1' d COLUMN DEl'TN EfFECTiv,- OASE 8 SECTION IN HCNJ/NCS 2 k 1'VELD JTQFjJ(:iTN (k lP3 jiN, �OTM �Q GUSSET ' WL-4.D R Q'U TO r_o�, . G crlUE T i:EQ;) To LEASE l� It = NUMBEp OF /1 NCNp,Q POLIS UN Tt,N SION S/UE .� ZL- I FOR M ul,y s 1 I i ANCH©R BOLT AREA G'►95E Ilb T,yICKNESS I f Al2(o TM) 6i n/�)(A)(Fr )(am) = _ (d+4)`5)(Ft) E7b (2)(f ) I I R MADISON Jos No. ^� LOU ANGELLS, I'll"NIX, TULSA, ATLANTA C, 1✓ ar a z3�� oAt[ FOR �!� CO • ---- ._ By ocacnlrticN UFS ,BOL_rS_ ` -- Z„ != 4 0v0R7uR Nlnr,� Mont 2•'I C otUMN SIZE : - 1--- WE(.O SIZE: 60 2. 4 �dCI,/O/1 Lj OLT3': 14 1 ANCHOR,9 U L T A,QE p_i�j�Q V. 0TrA _GUSSET k� 70 CaL. Wc[Jp; Q� �• I 4 4'•'mss E T Ta rN x S !N ARe tg0T / Cay, t�SAJ� FT-KIPS _),nl) in. '`ipsiin Ft= 29,00 KSI i n2 in. M' CI.5 .• 1 n. MADISON "D, Epic; LOS ANGELES, PHOENIX,TULSA, ATLANTA C 14 or LS I ENT " DATE s t O row C)AL Cb- Z� DES.Sr DESCRIPTION 43'0,'.c /240' CANOPY CNISD.EY 30 Ps F- rCoL..0 M r•/ S'7'V p O i a __:5 73 4,c :3 ,ro (B�w;4 Doo, G 7 9.8 14oQ, mom 'r 19. 2 4) 5, 77 560 pe 6, oo il, g MADISON !OA No. [NGINafn LOS ANGELES, PHJENIX, TULSA, ATLANTA IDATE 1 r4n .8 P c'��L ------- _ ORC my 2,IC DffCKI►TION �3U�K, 12.d°� CAA npV --- CHKD. •V 3c7 P4�� Coat-- S7L),A I2 , 47 ks� < /2. 47 kso COLS = / 5 2 ,742 2.09 3. 34 r!'at �w w JIM MADISON ,O• MD. [NciNt[p LOS ANGELES, PHOENIX, TULSA, ATLANTA [NT n DATIC IDN �J/'_ 41� -- or$.■y D[[CNI►TION 20 G,,� CN ND. •y 0 P5 F -13 7r, ASTM d410 (gkAD, D) FY ` So, 00<0 p s c Fb z .30, OQO psc PoS/Tlyc ,f E-,,4o N� .9 y _AY AY' _ SAT!vE d tz'N,U/N .Tv f� AY 0.50 z.�� 73/ 3,4s la -- 1 0. 68 Z-88 2.54 7. 32 '-�� - - --- ?.88 1.44 4./S 2.68 - 2. i4 7, 30 6.00 /.✓7 2.n8 /. 44 4• IG.00 - - 4. 15 6.00 /, 97 5 2.75 1. 3ti 3,80S,�S 1. 74 - - _ 2^.7 SS, Ga 0. G3 2.75 /.73 4, 7ro - _ _25- 1, 74 3 2. 7� /. 7 U.38 2.5!o U, :%7 ?, d _ 73 4.7G .. 4 c�, 38 2, 56 D. 7 ..�..� 24-o-2 - 14.50 29.2-G 6.72 �_-- _ 2.48 - 3.72 14, sa 29 24 73-_72 i %' 445- b��r, a SS�cdG� /. J13 24.oZ - -644- (C " 2. 276`) 1 9. 14 t 3.72 - /O (/.4-S) = 24. 18 iN` 41 ?. 276 - �. 333 IN3 -S = //• .)6 (. D 3��) iv. 2�)7 ir/ • MADISON , INC . Joe No Box 131, 1035 S. Access Rd., S.W., Conyers, Co. 30207 9NT Of IN�IN►Itw ----- Phone 483.4401 DAYN Fow B • 1P. Q % L Des ST FORM Sot ------------ 1^� Dasc*IPTION /�/4 f, 49 lJ UO G _. ----- CNKO By STRUCTURAL CALCULATIONS ROOF L1VE LO Mi = 30 PSr- W I tM D l In AA36 STRI.,ICTURAL '15TEEL 57EEL DECK F1- 50 V, -Tum STEEL. 4,57M A-5001 GRADE Q Y - 4f�t�_ � �Ep PRUf£ss AGI N EF��d� 10.614 1� i UREdO MA REFEFZEIJCES MANUAL OF SZ EEL CON5-TRUCT10KI RISC 1980 SPECIF%CAT10-N FOR THE DESIGN OF COLD - FORMED STEEL. M,EM6El-RS AISI 1983 F 153!6 MADISON , INC . AmP40 «� Box 131,, 1035 S. Access Rd., S.W., Conyers, Geo. 30207 sN, 2 0. Phone 483-4401 -- ---/ OAr� 12 / e rover sal plop O1.L (_)--(U—�—/G-- — — — Dw. or_` � 1._ — _ DR�cw�rrlgM G Q 1( 41 L Cwcc. !r !/ WINO LDAt� OCA710-N FLORUFA 1�Ey 5 RE c3TAKQAPD aLDG CODE ( I REVISlONS � U5F GUKf 1205 TO ZF-TE;kMWF- IC WING SP�EO 1 1�i • USE -TARE 1205 . 2A TO 0 k \JELOCM? PRESSURE MLILTIPL`4 S\1 E55UU COEFF1CiEti7Ci F1\CSM TA OLE 120 b OK 7AR LE 1205 - 2C MUL'T1P0 B-y fr FAC R FRUM F 1205 . 1 33.6 DP% FOR, Ohl) OP '34 PS F la g M PH 6Y, P �5�4 EE-r' SNT .7 24 x 4 $ 2) LOG l( ALM4 J.'SIAEAa, WALL — UT1L%" Sh&A0. \nIALL ClA5Elf I �IL9T '� A, K EP. EMP ..,tiFnt, vrnLL Icy �a oc 5111"sAf� \AINLL F T. SALES I L �S►:iE[ AREA �v M A 1!,713`. MADISON , INC . Jon No _ — Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 904T Or [NUIN[!R Phone 483-4401 Q„[ 12 /8,9 ropt Qrs. 8-f �7 'ORM 01 ...---/- �-----t-...,^—/-� __ ---- Q[SC'IIPT4 ION 24 x.. C) a 1.. )V , CNKD. Or A i ERNE g0 / ( 4 - 364 0 Rr!'� lS i f-1) V�,N !)I F 1 O ' SVtENK WALL t Ih �y1 1 tl� I I 'Z4 x 4 c3 d LOG ROOF FRAMING -o CSX(o. ` 5v (o.I 1. C4x5.4 cc II � N ' 0 � I O C4x5.4 I U �9 O v i► o O 1 i m m O SAr r am - All 1530% MADISON , INC . Joe No 9"060611" Box 131, 10355. Access Rd., S.W., Canyers, Go. 30207 SN, a Phone 483-4401 OA,[ FOR Oa. •, �4) ►ORM DOI 1 /` O[1Coll"I tI 24 K 4 Q U `3` D G CNKo. •r STEEL ROOF OE.OK 5PAN - 4 ;+ Fop, CONSERVATIVE DESIGN DESIGN A°� OME SIMPLE SPAN UNIFORMLY LOA0E0 M - w 1/8 -eb = M/5 WIDTH OF PANEL l5 1.33 FT DEAD LOAD OP PANEL Iia 4 /.Al LIVE LOAD IS 30 PSF LL + DL - 3o i 4 = 34 PSF Lu = 3 4 w/r,4-j C 1.33 -�+) = 4s.2? 11/1� M - 4 5.22 �{ (4�� - 90 f'. I b s 8 �b 9O 16S (12 ,� /f•� - 211� PSI X64Ic ►N3 w J R h SEE SNEE 1 R122 FOR, SECTION PROPERTIES >w MADISON, INC . Joe No. box 131, 1035 S. Amoss Rd., S.W.,Cony*s, Go. 30207 xw, OF W�INa11 Phone 483-4401 DA.& z 84 Pop Da. m♦ ►OMS 001 -- Da �7cKlrrlow L Y. q a LD G CMKo. my ROOF PURLIIIS w r Al 4, .o CEWIT P,S FOR CONSERVATIVE DESIGN C04DISEt0. ENO'S A5 DING PIN CONMECTEU UES IGN AS SIMPI E SPAN UN IEORM LSI LOADED oEAn LOAn 017� PDOF 15 CO SNE LOA0 IS 30 / 1 w - cl 4 4 4 /Ft 14 A /4.4 e 14 4 / _ 2.3 2 1 . 93IN ' C4 5.4 C'FC1icN MCUU►_u5 _1.93IN; AF 15�e5 MADISON , INC . Joe No [NOtN[[" --- Box 131, 1035 S. Access Rd., S.W., Conyers, Co. 30207 /Mr Cw Phone 483-4401 - e DATE I /O FORM 501 Y VON o"Cal.rie« 24 n 4 8 f Rgl P1001r VNEINA M AT MODULE LINE LU ,•2q 4� ID l ,$`r 1,03 FOR C(OU3EP,VATIVF USAGN CONDsFV A9 film CONNECTIDUS AT 5UPPOP..- c DESIGN AS SIMPLE SPAN 0NIFo ?',K L1 L0ADFD P4 = W-iy8 � �^/S . DEAD LOAD OF �aN)F IS 4, "/r, = LIVE LOAD OF GOOF 15 30 "lr -216 • r, C 1 l _ 3n'24 • 21(e C`1• IS) — le� 21 r 4. 10 M � ( .216 �/��( 29. E �>�� = 24•x.4 �� K b _ X4.24 i w ni ct ■r III' w r w_ a MADISON, INC . Joi"a Bou 131, 1035 S. Amm Rd.,S.W.,Conyon,Go. 30307 g, �c io, w....�eo, Phom 483-1401 DATIR 12 8 Four tot Pool Do. ti DsaMPT"M 24 X 4 a 5 U) G c"Ka. h RX32 ROOF 6Ew A.T PEKIMETER OF SLOG 21-4 ISIS I.qo lelg 192 I.g�� I.�I FOR C045MVA'T N E DESIG N CONDtSER P\9 PIU COHNECT1On5 AT 5UPPO0.ZS DESIGN AS VMPLL' SPAN UNIFOWIL`t LOADED 4p- ►nOS DEAD LOhO Or- PWT IS � LIVE_ LOAD OF R061F 15 3 0 U.) = ( 3 6 / 1 C - �� _ 2 1.12 _ _s21Gs$� _% ao M _ e?I(n K��C 10 .6 4 � ,$ - 3.06 . �� K 4b - 3 , 06 +� 12 �N �'• $. 4 K51 4 .3 9 ►H C6x 8 .2 St�T 10 24 x 4B Q LDG CO\-UMN PLRtA COLUM NS 7,S , 3 UNLESS NCTG0 .r O +jb � r { �b m cam• .�4� .�� _ N � � I �J T.5 �''��' 3x2. 3 T•� 3x2x3�, �*. 24 x 4 L LDG FLOOD FRI�N, IrIG _C4 0 l2 K 20.7 \N 10 VII y 10 co o- l31 K _i c N r� ! w - u ccN V v k, I It r d o go oc r _ N — Q fr1 �r� p � �n(AxIC Vv � l (� O 419 AF 1971• MADISON , INC . Joe No _ o+r.M�cr Box 131, 1033 S. Access Rd., S.W.,Conyers, Ga. 30207 eMf 12 a Phone 483-4401 Form Sol ��" r� A4 p nu m. pncM.'TION C Y, 4B 1J ` �l� CNKo 1�• _�^ FLOOR F z-fkVX1G FLOOR, L. '4E LOAD = 'iS PSF FLOOR N.AD LOAD = 35 PSF FLUOR bFA1^.5 caf'ACING 4 6 FOR C0KSERvA71\4E DESIGN C0N4NSE9, ENZS AS gEI14G PIN C0 WA N E C 7 E U uJ M _ '--) /S ? 5 + 3S = , lo PSC Lo _ 110 ��a z (4 .5 �,) ` 4 9 "�c: - . 4 9 S K m . 41 /2 = 2.,5�,5 i. M - . 49S t 11a� )�� = 8a1?, { f b WSx10 `_ ECZI�N MpDULUS - '1.81 iui SROM A I SC STEEL %OOk F'f32 2. Q�5 M 43 C4 6. 44 -6 K rh .6. 44 r_y _ 9 0 1 . 43 C- :1 8 AP 19185 MADISON , INC . Jo.No clvall4ce" Box 131, 1035 S. Access Rd., S.W., Conyers, Ga. 30207 sHT - (w Phone 483-4401 DAT[ 1 room 501 ^ ^ A Das. Oy r Dam 111!ION 74 x 4 (� lJ�r� �NKD �► �..__ F B FLOOR BEAM vrl- EGVIVP,LERT LCADiKG u✓ 9 ' o 3.45 7, 4l 8.5a y , 13 q , 13 4.57 FLOOR LL �- DL = ► l (�' F'SF WALL ROOF LL a G L = 7 6 Pb;: 8 91 UJ 4 S9L_ 3,�,G s 4 7 s89t 9.E3 = $.Sa . 89 � X5.13 = 4.57 8 2 (.5 f. C12x 20_-7 24 x 4 8 B LOG FOUNDATION PLAN � T F-11 1 9 Cr- I F 0 C � c�> a 3 � r , r� � QI o a- r r-- I ( I T ♦r IMI+■ MADISON , INC . FOATS as w BOX id1, 1035 S. Ac+csss Rd., S.W-,Conyers, �. 30207 Phone 483.4.101 oww spot /ow°'°'�' 4 q & BLD G�� x FOUNDATION PIERS AT _ pER1METER 5011 FSfAClING pRE55UR(� q 130 n tolaPS�- PIER'S AT MODUL.�' LINE LOAD _2 SOIL ZSAR1NG PRFSSU0.0 - _ J 8 2� O Pst- ( ��3 .5 f-4 AF 5155: MADISON , INC . Joe No. 8"1"990 Box 131, 1035 S. Access Rd., S.W., Conyers, Go. 30207 Phone 483-4401 C� DAT9 12 /gQ room 001 fro" U • �. O l L_ i DK.. mY D�sc�i.r�ow 24 X 4 S 13 LQ 6 G►IKO. aT `:7EEL 7 LOOP, DECK L I VE LOAD � 5 DCAQ LO A, TIS RF E U 0. 1��0 RC S Pnl`l5 SPAM - 41- 6 BEK�IKG MO MEN 7 10 S 11"14I -C lbt �e 2 "2 18,36 2 P s t OFFFLFCTION 4 _ . 1051 4 i x(54) 1`4PE F STEEL DECK 22 G�. Mewing F LUOQ IaF CK Type A Type F Type E3/Stijl 'Type Narrow RW onal Properties, Type Narrow rib o In the _ _ Sat© use O ypeS O Design k4ontent hon Wnght weigh �,_e� Type Thickness of I lue GeIY Painted Int+ulatl ateriels and als 'n _ in' i PSF PSF alio aximnm area for �r - v .0295 1.76 .1 1.82 a e cont& Sp`�cfally l A 035 177 .1 Igned cross ,ech,,� a b0 1.8 2.12 A18 .2 t60199 2190 2.83 ample Ipom inside.. of Type -- _ fast topslde weldin Available In 30 Idths and maximum 4 engtha. Type F- Inle/medista Rib beck Sectional Properties, Typre F signed with optimum flute Pening to allow for the most e TFD@Dlgn Mt/menl Section Wa, �.., • economical installation The N t YMss el'nertle Modulus Gel. l-1�Z1 �1L�'1 _ fn`r!� n '/n PSF _ full side-lap construction limits T` F22 146 139 1.81 1.73 side-lap distortion. F20 178 .188 2.16 2.08 Type F Is shipped nested. F18 -1 .236 .222 285 2.77 Rib openings allow fast and Type F easy welding. Available in 30-inch widths and maximum 42-root lengths. Type WideR Sectional P►operi ype Shaw Oeaigned to optimum 10 ---_- structural n 'dr rib _-s- Na^ T , Design Schon sigh) n. 'h yW Thicknese MoClutus ly ,�QI design Secono �— o /It 9F of gr load rapaci z B/BW22 191 i7 `— you of steel. 'the 1.73 with I a standin Type B B/BW 58 .23$ 2. 2.08 side la B/ .0474 .30T construction a button —_b th 16 .0600 390 3.58 2.7 Punched oining sheets for 1 fs n, in Ion. Typ , and BW tillable in 30-inch wi and maximum 42-'oot .e s, Type SW i All tat". MADISON , INC . No. Y . Box 131, 103 S S. Acem Rd.,S.W., o...«nwCo^yors Ga. 30207 �, C 1 0. •"r Phone 483-4401 ;• DATE ram DOI Pop os. by oar.l.Tim 24 ,& 4 9 131.0 G GMKa. .T GOL,UMN TS. -3 x 3 x3►6 A5-TM A-500 GIlkDE B 3 Fy : A = 2 .02 �- r 3 S IG M P T qS FT COL MAX. ALLOW. LOAD AT EDGE OF TUBE VS 11.5 KIPS 4, K�/r - I A.S' �I'� /1 .13 = I n I F4 - 14.41 in � = 14.E t'-, = tl.5�I.02 = 5,69 r F� /F4 = z .3 a F. 1.15 _ C ►,� I `�-tF - I r--� - yi a 44 , (.3G) = . 4I? 1 . � I SWT C2 iy_ 46 v6-to A = I . 64 .N1 i� Yy = 1 . 0c" Sx = 1.24 . '1 '7 qY = . 9-77 COLUMN ALLOW . LOM) AT 2 " FACE OF TUBE ► 5 X3 .5 KIPS �Q it k114) �.'1?1 = Iq8 F'' 6.1J 4. /Fq- = 3.35 6.82 = . 49 -cm 1 - �aP�` = I=_.3.�3 s 1 .91 9.25 _ .24 . 4r 1.9 -7 ( .14) ' .9 6 i= •. MADISON, INC . 1" 131, 1035 S. Aoans Rd.,S.W.,Conyers,Go. 30207 e.,, Phan 483-4401 s*"001 from owwm••• G h SK E AF1 VAI A L L IV S+HEk WALL REFERENCE . COLL - FORMED STEEL DES1G14 MAWUAL AMEkICAN IROM k STEEL Iu57ITUTI` DESIGN CRI?ERIA 2 SHEA0. WALL TO BE C►FSIGUEO A'S A HORIZCAiTAL DIAPHRAGM . HOWOWTAL SWEAR ( P) 10 BE RESISTED V THE FLAT PANEL OF WALL 59EE7� AkND DIAP"RAGM STABSS ( V) TO BE RMISTED 6`I PAREL RIBS IN COLUMN AC'TIOAI, P } f � • sir t r w w w w w w w A' 155' MADISON , INC . Joe P40 � awewN�aw Box 131, 1035 S. Access Rd., S.W.,Conyers, Go. 30207 ems, V S en12 0. Phone 483-4101 DATA 10 - Ii 9 rover 001 PON — Du. <>r D"C11i..10« 20 GA . S H E AR WA L L CMItO. BY TYPICAL STEEL PA NES. S HEMI STRESS lu \4E-95 Fy = 50 ►<s �44 t = . 036 �1 kV/rF - 231Qa = 7`I —�-j� F\j 1 S GA"-X k� : I'S 600 (5.34)- t Z ( 444)IL . 423 K Sf V = .423�cs1 ,c11�3 �itic�i D = . 564 i<s MAX . SIAEAQ PEP. V7001 -t . 5�a kt, (12 ��.� (.036 � - .744 -, .244 r. : ?44"" FA57EMRR5 - DESIGK FOR 240* PEI,, FOOT X14 5. M. SCREW CMIN00. DIAMa�iE4l = .►8,w,� GFARINCo TA13Lf" C4. 5.<0 . A 1 .35 Fv 5 x 50 �. . 1 x .C-5G - . 4Y7r - A3? M ,IIFRu • 5PAC1 NCO 3�5tt - 18.2 to 2A0 * � USE 14 S. M, SCREWS AZ 1 B" CENTEKS 111 PANEL RIBS USE 2 - 0 14 5. M. SCREWS A_T ENDS 0F' PANEL AL LOMBLE SNEAK 140 POUNDS PE.k FOOT AF ,SINS MADISON , INC . - Box 131, 10.35 S. Access Rd., S.W.,Conyers,Co. 30307 ILINIMt[A phone 483-4401 -' Ircm ROOF T.�/^C K �.. ..► -�-- R(>AM su1 o,r.,1�A1Fr10M ZZ A N I W x 3" DEG IG CMRO. e< GRADE '�D " ASTM A- 7-.45 1.0(v2 _ . 0l5 Fy a 501000 1751 Ft' T73 0, 0 00 PSI 7 o REF • A15I eri _ 5 Cour Foa.MED,4-STEEL. DESIGN MANUAL. M65 c� P051TIVE BENDINq NEGATIVE Il DI NG A Y AY AY1- Zo A, YAY AY' Io 0,8 5.78 .OI 1 .50 2:75 1.38 9.7b .DI 2.98 2.9s 0.88 2 1.007- 2,98 5' 3.0 I.5 4.5 4x.15 2.25 3 3.0 I,5 44.5 4.�5 2.25 .015 .24 -- --- 4 1.s2 .015 .0z - 5 7.93 1 .4(.7 4.32 4.•34 2. 12 g 2.9°!8 1.4109 4.3L ��.34 2 .12 - 7 .312 2-71b " .8� 2•'Sr9 -- T .31i 2:�8 . dV 2.31 -- r 24.507 1&.&(o 35.10 4.31'5 10.087 1(9.44 35.10 4.38 w/t z 1.o02/ Q3 = 5 8.4 d- 34.9 Y = 1(o.ro`12.4.50; = .6150 1s.94 C- 1- 1)10 b= 5o.s (. 03) = 1.52 I' = 35. 104 4. 315 - I(A.(v(o (. (��0� VIE I(o.44( 10.017 = I.G30 f= -6S, 10 } 4. 3,b - ►(v.44 (1.t^O) t Za2-o 5= 12ob ( 03) +53= . VO4 11J* .y i - . ZaJIN qr RW MADISON INDUSTRIES INC. Lol N0. OF ARIZONA ENGINEER 2100S. 11TH AvKt4ur !IHT ( or PHOINIII. ARIZONA 88007 2 I O, PHONE 82.3088 C ATE FOR 1�7 P d I L D Is. By 2 . 1` DEOCRIPTION I�j�7-LS•U,I:!:- L DA D C MD. BY G� C C—X9c:) (Zig �� ELO W 2. U Fr� 2 CFX (J 11G -L Al Rte= 02 L„) At-L eve--7- S %Z0 F 7 •Z(� - 1 O o �-'1 P t-� 4 rT �� .�)(I,ti)(i 0) low Iq • 3 lll INSPECTION NOTICE Gity of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 type o1 Inspection / ; J Date Requested_.—L. e%Jj.M• P.M. AddressPermit # -- -- � ? Ownfr ._ � Lot # Builder The following Building Code deficiencies are required to be corrected: i Presented to *Approved Inspector _ J Disapproved Date !ALL OR INSPECTION (-) YES ❑ NO 0.5-11 "ho 10:57 0503 282 398.5 RAMSAY SIGNS CITY OF TIGARD IQlu02 �,. M,�a 40clr 62T. .1 6 13, 0- Z 3,1� Permit No. SP 89-59 CITY OF TIGARD SIGN PIRMTT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 12825 S.W. Pacific Hwy ZONING: C--G NAME OF BUSINESS: _ B P Oil Company - APPLICANT/AGENT: Phin Andreas COMPANY: Ramsay Signs PHONE: 282-4555 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 ( ) No ( X ) U.L. Label # AH 701135 PROPOSED SIGN: (Check as many as apply) PERMANENT ( X ) I-'REESTANDING ( X ) FREEWAY ( ) TEMPORARY ( ) r?AL.L ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 6112" x 6112" (loop) 6' x 4'6" (price) EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.): _64.55 sq. ft. WALL AREA (Sq. Ft.): _ N/A WALL FACE: _ N/A _ HEIGHT (ft): _ 20' — PROJECTION FROM WALL: _ N/A _ ILLUMINATION: YES ( XTYPE: internal. COPY: _ "BP" and price signs_ (Re9_ular,_Plus, Super Plus price) - MATERIALS:: plastic, sheet metal, steel_ EXISTING SIGNS: All existing signs wi _ _X�fIlUVed. -TMPgP incl 63.2_sa• .ft•, 12 ft. high, two-sided "Mobil." sign, l) A .? sQ. , two-sided price__ 3� A. 13 sg, snack shop legend wa_]� _S ggn�4). A 14.5 sq. ft. Mgbii service .LegEnd wall sign, `.i) A 21.4 sq. ft. two-sided point-of-sale sign. ADMINISTRATIVE EXCEPTION: N/A [ ] APPROVI..'-;D [ ] 11014 MUCH X AREA [ ] HEIGHT [ ) COMMENTS: 2iis7nit resolves Civil Infraction Case #88758-L, a sign amortization case. This sign permit is a correction of a si ngsermit issued in error 4-28-89.____ r_sass---_--azsas-ssrss--- PIANN_ING DEPARTMENT _ All -;gn permits must be accompanied by a scale drawing Permit Fee: - -_ — $25.00- and plot plan. If work authorized under a sign permit Receipt No:� 1036fins not been completed within ninety days after the A�roved Bye Y VG issuance of the permit, the permit shall become null Date: 4-28-89 and void. FL.F('TRICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY RFQUIRFD: YES ( X ) NO ( ) OR Ali AGENT AUTHORIZEI' BY THE OWNER. BUILDING PF,RMIT ' Azzdi!! Wil/ �';l--./ - ---- RF.QIIIL ED: YES ( X ) NO ( ) ml)pi.ica,lt's Signature _4435 N.E. Pacific, Port fart , OR _ 282-4555 Address�� Telephone CITY OF rjci(4F�t) REC-FIPT OF PAYMC'14T PEC NUt (.1 C)I Ol 6,1.6 WAME: RAMSAY STONS CHECK A1,101itij �9.0 0 DDE:S: 4815 N E P#1 C I F. I(, Ls r Fe F ET (.-,ASH AMOUNT .00 PAYMENT PAT C14--2.7--@9 PORTL.AND, OR 9 SP l-U(,:PCJSF-' OF PAYMENT PUPPOSE OFAMOUNT PAID PAYME.NT 'ifrltj PERMIT FEES no fi. P. OIL. CO., SW V--A CIFIC TOTAL- AMOUNT F-All) WilKAMM PRI- OPPLICA110N CHI CKLTSI FOR ',;I(iN PERMIM3 AND ADM INPI-RAI [VE EXCUPIJON, I . - NAME DATE: �oI�9 __ LOCA 1.10N: S TAF F: USE : IONING: All applications shall be made on forms provided by the Director- and shall be Accompanied by: NOTES: (1) Sheet size for plan(s) and any required drawings shall preferably be drawn on sheets not to exceed 18 inches uy 24 inches; and (2) The scale of the sign site plan shall be an engineering scale; grid (3) All drawings Of the sign eletations and structural j components shall be a standard architectural scale, : being one-. fourth inch or one-Eighth inch; L. !31.GN PE9MITS and ADMINISTRATIVE EXCEPTIONS REQUIRED RECEIVED copies for- review by the Director of the sign site plan(s) and two copies Of the sign architectural plans: (1) The proposed sign site plan shall include the following information: (a) The location of the proposed sign and all existing freestandirl, wall or other external signs on the site-, (b) The location of all existing and proposed buildings on the he Site; (c) The location of all existing and proposed streets and [V , rights—of-way, includ-.ng names and widths; (d) The location of all overhead power and utility lines lvf' IoL:lted on the site; (e) The oistance of the sign to the nearest public right(s) -of-way; (f) The address of the site+ where the sign will be located; and (g) 'The name, address, and phone number of the applicant . (2) The proposed sign architectural plan- shall include ;the fallowing information: (a) 11-10 sign area dimensions; (b) The materials and colors to be used; (c) the height Or the sign above ground; (d) The source and intensity of any illumination; (0) Construction drawings indicating size of footings, anchorages and welds; Page 1 KEQ(I1 t11:D RLCE1:VEI:) (f) the ,address of the site whori� th4, 5i�.3n(s) will 're I OC at ed; ✓] [ ] i (g) ` t)O name, address and phone number' of the applicant.; [ 7 (h) I'ur• those cases where an existing sign is to be modified, the appli.canc shall [ 7 provide documentation or verifiable proof of when a sign was erected and, wherever pousible, shall submit a copy of the original sign permit. (r"i) Proof of a current City business tax certificate. (4) Proof of a U.L— or equivalent label subscriber number. [ ] [ 7 (!�) The required fee ($� �.__�) • [ 7 [ TI. COMMENTS: ht/3598P Page 2 own== EMEMME] Address OQ.4, / Permit No._ 7<— Name of Occupant_____ Permit charge Conaection fee Paid b Date connected _(/_"� Type of Building- _ __ - Inspection fee Service Ratei Paid by Date_ Contractor Assessment Paid Size of connection PERMIT TO CONNECT T gird Sanitary District �;,. PERMIT N? 972 DATB PERMIT IS GIVEN TO OF - ------ —^_ �� --- ---- --- TO CONNECT A TO THE SYSTEM OF TIGARD SANITARY DISTRICT Al THIS PERMIT MUST BE POSTED ON THE DESCRIBED PREMISES UNTIL CON- NECTION IS MADE AND INSPECTION OF CONNECTION HAS BEEN COM- PLETED. PERMIT FEE PAID 8._. ............................TIGARD SANITARY DISTRICT By - - - -------- - - --- --- ------ - - - - - - - --- ---- - - -- - - - - CONNECTION INSPECTED AND APPROVED - -- Date ___ Superintendent -- ■ ■ C'ioss typ• t b. a r� sigr 710 %rm(zrl Acr"Aea/ -- foca - cif�nrZu r 8P 67raot) — �arinr¢tQr b�ckyr-Dune/ -� BP,i/vnurrr,la� /ror�.rnJork slJralc/ f�uckcrroud slJi¢l,1 f3/J Cera.¢rJ -------- Colurrlr sbroUc/ /3P Vr¢ar, 15 00Q/r vr-2c7 --- - [legular 859 Sell (-nlc,rr,r7 shroud------ 5;/%,a r 11ft icy//i Si/var/11e+/v//i c. plies --- - /� sell ':9v toc¢ Irons/ucar,l©/� Craan - - boc/(grocrrrar ►vr'//r BP Super ®49 �, \ ¢//mow grv�,lrrc cr�� Sell Im C o/umn sbr-ouc/ — -� P n x 6x.:7 r 7 CO/uniti 71 Zx 4 c./unction box - Cines/, groo,z I . -•l / 37.(o i _ _ _ z 3 � �� - �� L [�� .i. 5 i r.�.A I I I GaG .L 6IG..0 � 5;�� i �u ----- f?P�.�-�o b./ G /� r /' 6�.,,y/ �� d /7,r i uuuili �� ► .140<.- eh n . o