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SGN1997-00038 � ��� -_'__--_---_--_ -- ____-' --_- _-_ . ' ^ CITY � „,„,,,,, ,,,,,., DEVELOPMENT ������'�Ud����� ��� ° ����. .�.�n� . =,�. u~ n���~� —.....,90- '��� 13125 SW Hall Blvd., Tigard,OR 97223 (503)638-4/7/ SIGN PERMIT PERMIT # SGN97 0038� - DATE ISSUED. . . . : 03/26/97 ! PARCEL. . . . . . . . . : 2S101DC-01100 i ZONE. . . . . . . . . . . : I-H JURISDICTION. . . : TIG BUSINESS NAME. . : CIRCLE AW SIGN LOCATION- . : 07298 SW TECH CENTER DR APPLICANT/AGENT: CIRCLE AW PRODUCTS BUSINESS TAX NO: ==_____=========___ SIGN: PERMANENT (X) FREESTANDING (Y) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS- - - : 5' X 8' i TOTAL SIGN AREA. . . . . . : 40 sq. ft. / WALL AREA. . . . . . . . . . . . : 0 sq, ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . , : 5 ft. , PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . . : INT A DESCRIPTION OF SIGN: Installing permanent 40 sq. ft. freestanding sign. E 'vjsting , freestanding sign must be removed. MATERIALS. . . . . . . . . . . . : METAL/LEXAN t EXISTING SIGNS. . . . . . . : 0 i]'ECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED. . : N ADMINISTRATIVE EXCEPT IOKS, : 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 lams. All work will be done in accordance with approved approved dans. A sign permit shall expire 90 days from approval date, A temporary sign shall expire 30 days from approval date. P balloon sign shall expire 10 days from approval date. APPROVED BY/ T� �� �~_� ' _ _ -_ ��� PERMITTEE SlGNATURE,_ . ^ ( &LIAM 12/30/96 14:14 $503 684 7297 CITY OF TIGARD Z002/002 WA (_. (;-1-7 8 SIGN PERMIT APPLICATION ,%., ,�.�;,, i,-, 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 FAX.-(503) 684-7297 CITY OF TIGARD GENERAL INFORMATION (PLEASE PRINT CLEANLY} Sign Address/Location: 7298 SW TECH CENTER DRIVE EOR`STBFF USE ONLY TTGAPTI nR Name of Tenant/Business: CIRCLE AW SAMEDate.Received:. I- I S-- 17 Address: Applicant/Agent/Contact Person: DEAN FOUST Received:ByfW v--- Sign Company: YESCO P hone: 220-8167 : Permit No,(1s ' /Q°I-1-00"--3(7( Address: 99m nn Rnnq VF T.T cTRRF Permit.Feer�`�� MAI T Receipt,NO::..�-1' � �27 City: PORTLAND StateOR Zip: 97210 , f`A •:4. APPro.Wa:BY .�, l A (j/.- Sign Company C.C.B.#: 69308 :Date.ofApproval: j- °17 Expiration Date: 09/26/96 Exp.iratiortDate: 1- • City of Tigard Business Tax#: (or) Expiration Date: Zoning: . '.I� Metro Business License#: 4604 - • . Expiration Date: 11/01/97 ' Electrical.I?ermit Required? Yes ❑ No ❑ Proposed Sign: (check as many as applicable) • Building. Permit.RegLired? Yes ❑. No ❑ • Permanent ❑ Freestanding Freeway ❑ • • Rev.12.12i/96 ►aaurpin\maetes‘spa.doc Temporary ❑ Wall 0 Electronic 0 Other ❑ Billboard ❑ Balloon ❑ ` 14 d ' L Sign Dimensions: -'- 8'- 5 X. D Total Sign Areas (sq. ft.): - _ _ REQUIRED SUBMITTAL ELEMENTS Total Wall Area (sq. ft.): N/A Direction Wall Faces: (circle one) N S , E a NE NW SE SW ❑ Completed Application Form Height(ft.): • ❑ Site/Plot Plan Drawn to Scale Projection from Wall: (2 copies,3 If a building permit is required) Illumination: YesNXI No ElType: Internal X External ❑ ❑ Elevations Drawn to Scale (2 copies,3 if a building permit is required) U.L. Label#: • ❑ Applicant's Statement Copy: ❑ Fee (Permanent Sign, any size) $50.00 Materials: tA.i' & L-tX44A/(J,i. j ( 0 Fee (Temporary Sign) $15.00 r J Are there any Existing Signs at this Location? Yes X& No ❑ I certify that I am the recorded owner of the [lye$.811stKMsloe dimanskifis Must Muhssubadas ,i roperty or an agent authorized by the owner. **** EXISTING SIGN TO BE REMOVED. NOTE: Q If work authorized under a sign permit has not been completed within ninety dans After the issuance of the '1i(/\o�i, '-- A-. Permit,THE PERMIT SHALL BECOME NULL AND VOID. Applicants Signature 1 MAR 24 '97 09:26AM B-LINE)PORTLAND P. 1/2 • Line DATE: 3-24-9 7 B-Line® Systems, Inc. 7298 SW Tech Center Dr. Portland, OR 97223 Phone; (503) 620-6635 FAX COVER SHEET TO: CITY Og- riG ► tO.. ...... .. .... ... FAX (0$L1 -7257------ - FROM etC1( LibTz A1TN_ -A.v./G� . ..... .. . . DEPT.: Fac. 1't---1t a SUBJECT- Pen. UBJECT:P z Y..aN► _oecicc�uY Qt 4f.e 1. Am_._S eg•-c1._-.---- . C 0 �p ©� 4Gl,e x/10 �g1Ty CAcc y i MKK2 .f)OY2LT, Crtein /%1 ____.... , . . _.. TOTATNUMe,i'• JF PAGES, INCLUDING THIS PAGE _._.._._..___._.. . ... . \.4\pR' ANOROBLEMS REGARDING THIS TRANSMISSION, CALL a0\1. (503) 620-6635 FAX Numbers; General; (503) 620-7751 • Engineering: (503) 624-9639 N \ I N a - 30' 1 ) NOT TO SCALE - TECH CENTER DRIVE ---- 1 ' 1 \I I SIDEWALK ENTERANCE / I 1 SIOEWAIK �'—� _-- TO PARKING 1 8'-2' LOT PROPERTY ---�,-------------- ---TREE---•-; -----° ---- --------------- ----- ---•-- --------,-------SINE------------------------- -----�---- �-----I / ! E E ' z OlO` - NEW/SIGN—"i LATION L__j j ' a 4,� CURB 171 i t f cnN / CC ` - / 6C : / " /0 Pr 12"-- 3-241-9 7 12/3/96 2:15 AM Structural Engineering Calculations for. B-LINE PORTLAND, OR. 3'X 8' D/F MONUMENT SIGN, 5' O.A.H. Index Title 1 Specifications 2 Wind Loads 3 Steel Column(s) 4 Footing(s) 5 (c-¶ OPRo . � v\G I N ct 18164 1 �•- ON I ; Ict �199 � I 444216 Young Electric Sign Company / Reno Division Bill Davis Sign Engineering 3.0 (C)1994 Young Electric Sign Company 12/3/96 2:15 AM SPECIFICATIONS Project: B-LINE Descript: 3'X 8'D/F MONUMENT SIGN, 5'O.A.H. Steel... Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36. Round pipe: ASTM A53 Grade B or equivalent. Square and rectangular tube: ASTM A500 Grade B. High strength bolts: ASTM A325, tensioned with "turn of the nut" method. Machine bolts: ASTM A307. Welding... Design and fabrication according to AWS D1.1. AWS certification required for all structural welders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete... Design and construction according to ACI 318-89, revised 1992. Compressive strength at 28 days, fc= 2,500 psi minimum. Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3"concrete cover over all embeded steel. Sign Engineering 3.0 (C)1994 Young Electric Sign Company 12/3/96 • 2:15 AM WIND LOADS Project: B-LINE Descript: 3'X 8'D/F MONUMENT SIGN, 5'O.A.H. Ref: Uniform Building Code 1994 Basic Wind Speed= 90 mph, UBC figure 16-1 Exposure= C flat terrain, generally open for 1/2 mile. Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wind Pressures Height(ft): (qs) (Ce) (Cq) = Wind Pressure 0-15: 20.7 1.06 1.4 30.8 psf 20: 20.7 1.13 1.4 32.8 psf 25: 20.7 1.19 1.4 34.5 psf 30: 20.7 1.23 1.4 35.7 psf 40: 20.7 1.31 1.4 38.0 psf 60: 20.7 1.43 1.4 41.5 psf 80: 20.7 1.53 1.4 44.4 psf 100: 20.7 1.61 1.4 46.7 psf 120: 20.7 1.67 1.4 48.5 psf 160: 20.7 1.79 1.4 52.0 psf 200: 20.7 1.87 1.4 54.3 psf 300: 20.7 2.05 1.4 59.5 psf 400: 20.7 2.19 1.4 63.6 psf Seismic Load Comparison Seismic Zone= 3 UBC figure 16-2 Z= 0.3 I= 1.0 standard structures Cp= 2.0 UBC table 16-P, signs Wp= 15.0 psf, typical sign box with structure Fp=(Z)(I)(Cp)(Wp)= 9.0 psf Sign Engineering 3.0 (C)1994 Young Electric Sign Company 12/3/96 2:15 AM STEEL COLUMN DESIGN Project: B-LINE Descript: 3'X 8'D/F MONUMENT SIGN, 5'O.A.H. Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Height Width Area Centroid Wind Description (ft) (ft) (sqft) (ft) (psi) 1) CABINET 3.00 8.00 24.0 4.5 30.8 2) BASE 2.00 8.00 16.0 1.0 30.8 Calculation of Design Forces at Critical Heights y(ft) M (#') V(#) y (ft) M (#') V(#) grade 3,816 1,231 5.00 Column Support Design Table #of Column Column Length Start End Sleeve S act fb Cols Type Size Elev Elev Depth (P,TS) (ft) (ft) (ft) (in) (in^3) (ksi) 2 P 3"(.216) 7.5 -2.5 5.0 N/A 1.72 13.3 Allowable Bending Stresses Column Column Criteria Stress increase factor= 1.33 Type Size P 3"(.216) d/t <3300/Fy so... Fb= 0.66Fy= 30.7 ksi Sign Engineering 3.0 (C)1994 Young Electric Sign Company • 12/3/96 2:15 AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: B-LINE Descript: 3'X 8'D/F MONUMENT SIGN, 5'O.A.H. Ref: Uniform Building Code 1994(Sec. 1806.7) #Footings= 2 Moment/Footing, M= 1,908 lb-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 3.10 ft Equiv Concentrated Load, P= M/h= 615 lb Rectangular Pier Width, W= 2.0 ft, parallel to sign face Length, L= 2.0 ft, perpendicular to sign face Depth, D= (N2)(1+ SQR(1 + (4.36h)/A))= 2.8 ft S1= (2)(q)(D/3)= 391 psf b= Sqrt(WA2 + L^2)= 2.8 ft A= (2.34)(P)/(S1)(b)= 1.3 Foundation Bearing Check Allowable Bearing Pressure= 1,330 psf, 1994 UBC table 18-1-A, at grade Square Sign Wt= 400 lb Base Wt= 1,709 lb Area= 4.0 sq ft q max= 527 psf, soil OK, with depth increase Concrete Volume Outside Width of Column= 3.5 in Depth of Column in Footing= 2.5 ft Volume of Concrete per Footing= 0.4 cubic yards(+-) Total Order Volume of Concrete= 0.8 cubic yards(+-) Sign Engineering 3.0 (C)1994 Young Electric Sign Company