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SGN1997-00173 CITY OF TIGARD DEVELOPMENT SERVICES 'SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 SIGN PERMIT PERMIT ##: SGN97-0173 DATE ISSUED. . . . : 12/18/97 PARCEL. . . . . . . . . : 2S102CB-02300 ZONE. . . . . . . . . . . . C—G JURISDICTION. . . : TIG BUSINESS NAME. . : MULLIKIN MEDICAL CENTER SIGN LOCATION. . : 13200 SW PACIFIC HWY APPLICANT/AGENT: MULLIKAN MEDICAL CENTER BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING t ) FREEWAY ( ) TEMPORARY ( ) WALL (Y) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON t ) SIGN DIMENSIONS. . . . . . : 2' X 26' TOTAL SIGN AREA. . . . . . : 52 sq. ft. WALL AREA. . . . . . . . 1620 sq. ft. WALL FACE (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . : 18 ft. PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Installing a permanent 52 sq. ft. awning sign MATERIALS. . . . . . . . . . . . : METAL/FABRIC EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED. . : Y ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 50. 00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved approved plans. A sign permit shall expire 98 days from approval date. A temporary signshall expire 38 days from oval date. A balloon sign shall expire 16 days from approval date APPROVE BY: PERMITTEE SIGNATURE: DATE: 12/18/97 j 8 I 1 SIGN PERMIT APPLICATION ! v . 13125 SW Ha 181 Blvd., Tigard, OR 97223(503) 639-4171 FAX. (503) 6847297 CITY OF TIGARD GENERAL INFORMATION {PLEASE PRINT CLEARLY) Sign Address/Location: P1 G (Ly ,Tl(_ lA1zD OK Oj{,STAFF USE ONLY Name of Tenant/Business: M i)Lw K►ru Aht4)►c AL l."u ru_2 Address: aoo lF/ V 7 !r. Received By:Date Received: t Applicant/Agent/Contact Person: 'PICk- M1 Lt_E-e- ��11 (mob Permit No.(s): �' �(3 Sign Company: VA1\X0uve9- ;)6rJ&- Phone: - Address:.tQ(D 1 I,--, H'W Cf cf Permit Fee: c City: State: W`f Zip: 0 (ps" Receipt No: C Approved By: VC .k y�- Sign Company C.C.B.#: Sal 67 Date.of Approvai: Expiration Date: 17 a Bxpirr9ition Date: City of Tigard Business Tax#: _ (or) Expiration Date: Zoning Metro Business License#: Expiration Date: Electrical permit Required? Yes No ❑ Proposed Sign: (check as many as applicable) Building. Permit Required? Yes No ❑ Permanent ` ] Freestanding ❑ Freeway ❑ Rev.12W198 sters1spa.doc Temporary ❑ Wall Electronic ❑ Other ❑ Billboard Balloon ❑ Co N C WA-N&F- ON Av)IV/A)6- Sign Dimensions: LD py P&P-1A, 1_;L' kilo' Total Sign Areas(sq. ft.): S,3-# REQUIRED SUBMITTAL ELEMENTS Total Wall Area(sq. ft.): qn,w x PW►+ = 1[o aO SQ FT Direction Wall Faces: (circle one)(g> S E W NE NW SE SW G 'Completed Application Form Height(ft.): 1(9r ❑ Site/Plot Plan Drawn to Scale Projection from Wall: 'r7:,- F T (2 copies,3 if a building permit is required) Illumination: Yes M No ❑ Type: Internal Qq External ❑ ❑ Elevations Drawn to Scale U.L. Label# E-1-1 ':)T)r0& JC.1 STEP (2 copies,3 if a building permit is required) ❑ Applicant's Statement Copy: Ul.LllLlll( /1 eDICAL- 6E)UTEE(,_ ❑ Fee (Permanent Sign,any size)............$50.00 Materials: M E_T14L 11- T7/'+AF'1C_ ❑ Fee (Temporary Sign)...........................$15.00 Are there any Existing Signs at this Location? Yes ( No ❑ I certify I am the recordedner of the a"&auaaiw>� »Isabe Ste_ A cc.o po pAlu'y 1 ruts p��evi�t► T props r arLag tau the owner. NOTE:4 If work authorized under a sign permit has not been completed within ninely days after the issuance of the 1wrmjt.THE PERMIT SHALL BECOME NULL AND VOID. Applicartill Signature 1 � - W • Gl4 RR�TT S'7" Y � m 74 � / Z Z I O I N N E � c -� s G �D70 r t ~� ,n � A a � mfl00 CID � � o 11 CLCD (U Z @• Q. I � D -n O -p CITY OF TICARD% pproved............................................. ( }: anditionafly Approved......................... tr D or only the work as described in: �! ERMIT NO.%CA f 7• �� �-� �� O ea Litter to: Follow............................. .( } Attach.................... .. ob Addre l D• l� ( } N By: Date. 1 -� o r /� cc ' y OOt` go J W S Z � � � Z Z cWe Z $ ' 9 VZ b d z z m Z owl § 3 "' z in � nc wit Z V J aY MEDICALMULLIKIN AWNING Tigard, Oregon h wFor t x5 Vancouvers Company w < tW; -rr.. t STRUCTURAL CALCULATIONS MULLIKIN MEDICAL CENTER AWNING Tigard, Oregon For Vancouver Sign Company December 2, 1997 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION. REVIEW OF THIS PROJECT IS LIMITED TO INFORMATION IN THESE CALCULATIONS, ONLY. THESE CALCULATIONS ARE FOR THE PROJECT AND SITE REFERENCED ABOVE, AND DO NOT APPLY TO OTHER SIMILAR CONFIGURATIONS OR SAME CONFIGURATIONS AT THIS OR AT A DIFFERENT SITE. w � • 15� hreac�lf-34-111.30-ts KRAMER GEHLEN &ASSOCIATES INC. CONSULTING ENGINEERS 400 Columbia Street, Suite 240 Vancouver, Washington 98660-3117 (360) 693-1621 (503) 289-2661 KRAM�R GEN—L�-�— ASSOC UTE 5. INC. *r-oamma 3t,soar.too GENLEN Vencouvef,WA 0666Q-3117 S 380 14934621503/2"•2061 fax:360/6061372 ASSOCIATESIAIATETE ldf onsulting Engineers /Structural C Civil R Z'dL_Al FAX COVER SHEET DATE: December 2, 1997 FROM: Dave Littler TO: Dick Miller Fax: (360)693-2747 COMPANY: Vancouver Sign PROJECT: Mullikin Medical Center Awning KGA NO.: 97463 SUBJECT: Awning Frame Reinforcement Details COMMENTS: Dick: As we discussed on the phone last week our calculations indicated that the neither the existing 26 in.wide nor the existing S R wide canopy frames are strong enough to resist the wind and snow loads required by the 1994 UBC. As you requested we are attaching(2) 8 1/2 x 11 details which show how the two different frames can be reinforced with new tube diagonals so that they can safely resist the UBC code wind and snow loads. We are also attaching a copy of our structural calculations. If you have any questions about this or if you need any additional information,please call. COPIES TO: 4 NUMBER OF SHEETS(INCLUDING COVER SHEET): 3 IF THERE IS A PROBLEM,OR IF YOU HAVE ANY QUESTIONS, PLEASE CALL PAT. w � .j • ovYPOttT VAN MWIL Ar TpP W1T4 10 44. ftw7 it SJPPIWT NIGH FRAME At WTOM WIN 1P GA. btaT Ziitiw. /;U�d FmOT 4445 FOR LA& !►41.15 (T*i •,� N W T5. t x t x jp GA.- otA4pNAt, ; AT f A(,4 FRAME i� 0014 "f L F,)tZSTtN4 WAW %VDs Tyr, =0P 2x4 i1aV5 & ISN Jkhp boT (FIIrLP V6;ttF�t� Ztr 1N. Wtpl; fRAME1 AT 5 q, I 5 SGT IA11 A PROJECTMU��tkkW MEDt4A4, Cf.W~R AVON�NG CLIENT yAN Lp�VBRt(r►� RAMER DATE DESIGN CONSULTING ENGINEERS 400 Cdum0�s St. 380!s93-1621 1 I'�s�? 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Nide Awning Brame 0 0 ---- ------ -- ----------- ----------------------------------0 Nodes Member-Quarter Points 0 No I J I-9nd 1/4 1/2 3/4 J-End 0 --------------tK,Kft,in?LC(K,Kft,in)LC(K,Klt,in)LC(K,Kft,in)LC(K,Kft,in)LC--O 8 1- 8 A 0.01 4 0.01 4 0.01 4 0.01 4 0.01 40 -0.02 5 -0.02 5 -0.02 5 -0.02 5 -0.02 50 V 0.13 5 0.13 5 0.13 5 0.13 5 0.13 50 -0.06 4 -0.08 4 -0.08 4 -0.08 4 -0.08 40 M 0.03 5 0.01 5 0.01 4 0.02 4 0.04 40 -0.02 4 -0.01 4 -0.01 5 -0.03 5 -0.06 50 D 0.000 4 0.008 4 0.017 4 0.025 4 0.032 40 0.000 4 -0.013 5 -0.026 5 -0.039 5 -0.049 50 9 8- 9 A 0.13 5 0.13 5 0.13 5 0.13 5 0.13 50 -0.06 4 -0.08 4 -0.08 4 -0.06 4 -0.08 40 V 0.02 5 0.02 5 0.02 5 0.02 5 0.02 50 -0.01 4 -0.01 4 -0.01 4 -0.01 4 -0.01 40 M 0.04 4 0.04 4 0.04 4 0.04 4 0.04 40 -0.06 5 -0.06 5 -0.06 5 -0.06 5 -0.06 5❑ 0 0.002 4 0.004 4 0.005 4 0.006 40 0.000 4 -0.003 5 -0.006 5 -0.008 5 -0.010 50 10 9- 10 A 0.16 4 0.16 4 0.16 4 0.16 4 0.16 40 -0.25 5 -0.25 5 -0.25 5 -0.25 5 -0.25 50 Y 0.02 4 0.02 4 0.02 4 0.02 4 0.02 40 -0.03 5 -0.03 5 -0.03 5 -0.03 5 -0.03 50 M 0.01 4 0.00 4 0.01 5 0.03 5 0.04 50 -0.02 5 -0.00 5 -0.01 4 -0.02 4 0.03 4U-" D 0.000 4 0.006 4 0.012 4 0.022 4 0.041 40 0.000 4 -0.009 5 -0.017 5 -0.033 5 -0.062 50 11 2- 10 A 0.02 4 0.02 4 0.02 4 0.02 4 0.02 40 -0.03 5 -0.03 5 -0.03 5 -0.03 5 -0.03 50 V 0.25 5 0.25 5 0.25 5 0.25 50 -0.16 4 -0.16 4 -0.16 4 -0.16 4 -0.16 40 ZAtoy M -0.12 5 0.08 5 0.04 5 0.00 4 0.03 40 -0.05 4 -0.03 4 -0.00 5 -0.04 50 D 0.005 4 0.013 4 0.022 4 0.032 40 0.000 4 -0.008 5 -0.020 5 -0.034 5 -0.049 50 12 9- 6 A 0.41 5 0.41 5 0.41 5 0.41 5 0.41 50 -0.27 4 -0.27 4 -0.27 4 -0.27 4 -0.27 40 V 0.01 4 0.01 4 0.01 4 0.01 4 0.01 40 -0.02 5 -0.02 5 -0.02 5 -0.02 5 -0.02 50 M 0.02 4 0.01 4 0.01 5 0.03 5 1_0.04 5❑ -0.03 S -0.01 5 -0.00 4 -0.02 4 -0.03 40 D 0.000 4 0.002 5 0.030 5 0.042 5 0.002 40 0.000 4 -0.001 4 -0.020 4 -0.028 4 -0.003 50 i t :'GqY tN 34,1 ti51 RFD x`51 x 4,i s; ,►1't, , al`-"�iJ''`�RN'1 i �,• j k '?R �vg4L 1.0 x ? ,41P 0!t r. N _ { t (EISA-20 (R) Version 3.030 . �GcsMwrt tieltltn Assaciatfs Inc. Sob Date u lti"Wa (4edical Center Awning C Analysis of 5 ft. wide Awning from 0 x +rwrrM.++.F-+N...Na.-r----- -------------------------------------------------.--- Ib IlodeJ I-lnd•••• 1/4Member Quartes Points30/4J-End ❑ ` -------(K,Ktt,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC--C 2 2 3 A 0,34 4 0.32 4 0.29 4 0.27 4 0.25 40 -0.52 5 -0.49 5 -0.45 5 -0.42 S -0.39 SC V 0.08 4 0.08 4 0.08 4 0.07 4 0.07 4C S -0.12 5 -0.11 5 -0.10 5 -0.10 SC $, .1 0.12 4 0.11 4 0.09 4 0.08 40 -0- .20 ,5 -0.18 5 -0.16 5 -0.14 S -0.12 50 D �1 -O000 4 0.006 4 0.004 4 0.004 S 0.024 50 -0.009 5 -0.007 5 -0.004 4 -0.017 4C 3 3- 4 A 0,22 4 0.20 4 0.18 4 0.16 4 0.13 40 i -0.34 S -0.30 5 -0.27 5 -0.24 5 -0.21 5C F v 0.14 4 0.13 4 0.12 4 0.11 4 0.10 40 -0.21 51 -0.19 5 -0.18 5 -0,16 5 -0.14 50 ,.' M 0.08 Ji 0.06 4 0.04 4 0.02 4 0.00 70 0.12 5 -0.09 5 -O.OS 5 -0.03 5 -0.00 40 D 0.000 4 0,028 5 0.061 5 0.097 S 0.135 50 0.000 4 -0.019 4 -0.041 4 -0.066 4 -0.092 40 4 4- 5 A 0.09 4 0.08 4 0.06 4 0.05 4 0.03 40 -0.14 5 -0.12 5 -0.10 5 -0.07 5 -O.OS 50 V 0.14 4 0.12 4 0.10 4 0.08 4 0.07 4q -0.21 5 -0.18 5 -0.15 5 -0.13 5 -0.104060` M 0.00 7 0.03 5 0.06 5 0.09 5 0.11 50 -0.00 4 -0.02 4 -0.04 4 -0.06 4 '=x'67-'40 Y, D 0.000 4 0.039 5 0.075 5 0.107 5 0.134 50 0.000 4 -0.026 4 -0.050 4 -0.072 4 -0.089 413 S 5- 6 A 0.00 4 0.01 S 0.02 5 0.03 5 0.04 5❑ -0.01 5 -0.01 4 -0.01 4 -0.02 4 -0.03 40 v 0.07 4 0.04 4 0.02 4 0.01 5 0.06 SO -0.11 5 -0.07 5 -0.03 #* �+ -0.01 4 -0.04 40 h 0.11 5 0.13 S 0.14 5 0.14 S 0.13 50 -0.07 4 -0.09 4 `-5.09 4 -0.09 4 -0.09 40 D 0.000 4 0,022 5 0.032 5 0.027 5 0.009 50 0.000 4 -0.015 4 -0.021 4 -0.018 4 -0,005 40 6 6- 7 A 0.03 S 0.03 5 0.03 5 0.03 5 0.03 SO -0.02 4 -0.02 4 -0.02 4 -0.02 4 -0.02 40 V 0.07 5 0.14 S 0.21 5 0.28 5 0.35 50 -0.05 4 -0.09 4 -0.14 4 -0.19 4 -0.23 40 M 0.13 5 0.10 S 0.04 5 0.03 4 0.11 4C ' -0.09 4 -0.06 4 -0.02 4 -0.05 5 -0.16 SO D 0.000 4 0.038 4 0.091 4 0.151 4 0.201 413 .. 0.000 4 -0.056 5 -0.137 5 -0.226 5 -0.302 50 A`N"114 ! It 4 44E k 47 rK'. l�. 4A Toes dvr7 i2. IN L9h1FW ION A6Gti?TAE'V- 5 ptc ; Ig 2D 4,4 S3 41,.. CITY OF TIGARD M1�11 DEVELOPMENT SW Hall SERVICES :aTl3N PERMIT PERMIT' the SONS. - DATE: ISSUED 12/18/97 PARCEL : 2S 1 @2CB-0230( E ZONE • 1—G JURISDICTION. . . : TIG BUSINESS NAME. : MULLIKIN MEDICAL CENTER SIGN LOCATION. . : 13200 SW PACIFIC HWY APPLICANT/AGENT: MULLIKAN MEDICAL CENTER BUSINESS TAX NO: Im MafIS'w===. .10.1.rw illm.:-i==..===mmtaece+sa=atsa====m===,. taomm im m===,..mmt'st1X:M.mmr......==L:,. SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALT._ (Y) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS : ' X 26' TOTAL. SIGN AREA : 5? WALL AREA r 16201 psq. ft. WALL FACE (DIRECTION) : N SIGN HEIGHT : to ft. PROJECTION FROM WALL. : Ol in. ILLUMINATION INT DESCRIPTION OF SIGN: Installing a permanent 5t_ i. , ,6 MATERIALS : METAL /FABRIC EXISTING SIGNS • 0 ELECT R I CAL. PE RM I T REM I RED: Y BUILDING PERMIT REQUIRED. . : Y ADMINISTRATIVE EXCEPTIONS. a N/A PERMIT FEE: $ x;0. 00 This pereit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will he done in accordance with approved approved plans. A sign pereit shall expire 91 days frog approval date. A temporary sign shall expire 3S days fres approval date. A ballooe sign shall expire IS days froe approval date faP9ROVED BY: �'�� t__, PEfstITTEF SIGNATURE: 40_ 1. . �ltr DATE: 12/18/97