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SGN2002-00028 CITY OF T I G /` R D SIGN PERMIT DEVELOPMENT SERVICES PERMIT #: SGN2002 -00028 ,• • DATE ISSUED: 2/26/02 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 EXPIRATION DATE: BUSINESS NAME: UNITED RENTALS SIGN LOCATION: 14020 SW 72ND AVE PARCEL: 2S101 DD 0080 APPLICANT /AGENT: ZONE: I - BUSINESS TAX NO: JURISDICTION: TIG SIGN PERMANENT: X FREESTANDING: FREEWAY: Y TEMPORARY: WALL: ELECTRONIC: OTHER: BILLBOARD: BALLOON: SIGN DIMENSIONS: 20' X 8' TOTAL SIGN AREA: 160 sq. ft. WALL AREA: sq. ft. WALL FACE (DIRECTION): SIGN HEIGHT: 43 ft. PROJECTION FROM WALL: in. ILLUMINATION: INT DESCRIPTION OF SIGN: Permanent placement of (1) illuminated freestanding freeway sign replacing existing freeway sign. Sign height approved per Sign Variance. Not to be placed in visual clearance area or public right of way. MATERIALS: SEE PLANS EXISTING SIGNS: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED: Y ADMINISTRATIVE EXCEPTIONS: . TOTAL PERMIT FEES: $ 50.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. Alt wk will be done i n acc rdance with approved plans. A sign permit shall expire 90 days from approval date. A t mpora:ry sign shall expire 0 days from approval date. A balloon sign shall expire 10 riavc from ::::: B :.‘ h e //, PERMITTEE SIGNATURE: .�ift.o. ' I `� .. �� DATE: 2/26/02 A �� SIGN PERMIT APPLICATION CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297 • GENERAL INFORMATION Name of Development/Project e r� FOR STAFF USE ONLY Site (,t h/ e 41 Address/ Street Address Permit No.: SG 1� eY� _co 41 0 :" Locat ) q oclv - Gtr -2 2-#!= 14 v� 1 ( Pr Suite /Bldg. # City/State Zip Expiration Date: l i , j'pr 02 172 -Z y Receipt #: c - O — 1 Name Approved yak: Property I S, I %ope lie Date: 0 0 o Owner Mailing Address Suite Map/TL #: A 1 I I) 1) — I (), g r)( 7%6Y Zoning — L, Cit Zip Phone VAA,Ctlu 14 qi , 6.0 ,2SG-ci f3 Z Electrical Permit Required? Yes El No Tenant or Name / Business I) 4, 4e1 /mil Building Permit Required? Eyes El No Name / // / Rev. 30 -Jul -01 i:\curpin \masters \revised\sign permit app.doc Sign " /7`: , G -/�'�% 1 Si 34/ CO Contractor Mailing Address • Suite REQUIRED SUBMITTAL ELEMENTS (Prior to permit (Note: applications will not be accepted issuance, a 3,2 j r hii! e a5 without the required submittal elements copy of all City/State Zip Phone�,o3� q elements) licenses are required if fir k / C i 7z3 mod'/ -3o,` 7 Completed Application Form expired in the Oregon Const. Cont. Board Exp. Date City of Tigard's License # g 2 Copies of Site /Plot Plan, Drawn to Scale database) (3 copies, if a building permit is required) /size requirement: 8 x 11 ", or 11" x 17" Proposed Permanent El Freestanding ❑ Freeway • Sign ❑ Temporary ❑ Wall ❑ Electronic El 2 copies of elevations, drawn to scale (Check all that 3 copies, if a buildin ❑ Other ❑ Billboard ❑ Balloon (3 building permit is required) apply) /size requirement: 81/2" x 11 ", to 24" x 36" ❑ New sign? 0, Alter to existing sign? Q $50.00 Fee (Permanent sign, any size) Sign Dimensions: , o X i ❑ $15.00 Fee (Temporary sign, any type) Total Sign Area (sq. ft.): /4 O NOTES: Sign Data Total Wall Area (sq. ft.) ♦ Wall signs do not need to be drawn to scale, but must include dimensions of wall face and (Complete all Direction Wall Faces (circle one): sign placement. items in this ♦ Wall signs do not require site/ lot plans. section) N S E W NE NW SE SW g q p p Freestanding signs over 6 ft. required a Height to top of sign (feet): Z/3 building permit. Projection From Wall (inches): ♦ If work authorized under a sign permit has not Copy: S.e.e p /,r been completed within ninety (90) days after Materials: s& p the issuance of the permit, THE PERMIT WILL Will sign have illumination? ER( Yes ❑ No BECOME NULL AND VOID. Type: 10 Internal ❑ External \ Are there any existing freestanding or wall signs at this Not all jurisdictions accept credit cards, please call jurisdiction for more information. location, including wall signs that overlap a tenant space? visa ID MasterCard Credit card number / / ❑ Yes No Expires If "yes ", a list or diagram of all sign dimensions and Name of cardholder as shown on credit card square footage must also be submitted. $ Cardholder signature Amount (OVER FOR SIGNATURES) I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. DATED this day of e4-y� 1 , 20,' 4 / Signature o Owne • gent GA �� - e .�� 5 - P6 - 5/77 Contact Peso Name Phone No. A rAl 1 - -c 7; PILECOPY ■ MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS 43 -ft SIGN FOUNDATION 14020 SW 72 Ave., Tigard, OR MULTI -LIGHT SIGN CO. September 19, 2001 Project No. 010977 3 pages Principal Checked: ok uCTUR S � q THESE CALC ,, ' 6 ► . , VOID IF SEAL \ r � 51669 "=; OREGON ' qRY 2` AND SIGNAT = MP . • T ORIGINAL `EXPIRES: 06 -30 -2002 I * ** LIMITATIONS * ** ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 www.millerengrs.com American Consulting Engineers Council i PROJECT DESIGN CRITERIA Building Code: 1997 Uniform Building Code Soils Report: Yes n No © Soils Report by: Dated: Soil Bearing: 1500 Equiv. Fluid Pressure: Min. Footing Embed: Wind Speed: 70, 80, Other 80 Exposure: B, C, D, Other B Material: Wood 11 Steel X Concrete X CMU n Vertical System: Steel Pipe Post Lateral System: Concrete Block Footing DESIGN SUMMARY The following calculations are for a 43 -ft tall, single pole sign. The sign is being moved and will require a new bottom section of pipe and a new footing. The sign post is to be embedded in a concrete block footing. The post is to be embedded to within 6" of the bottom of the footing. The lateral bearing is resisted by passive soil. The concrete strength is to be 2000 psi backfill as specified in UBC 1806.8.3. ell 9570 SW Barbur Blvd. Project Name 43 -ft Sign Foundation Project # 010977 Suite One Hundred S Portland, OR 97219 Location 14020 SW 72 Ave., Tigard, OR MILLER Client Multi -Light Sign Co. CONSULTING (503) 246 -1250 By KS Ck'd 1 Date 09/1 Page e 1 of 3 ENGINEERS FAX: 246 -1395 9 LOADING: DESIGN PER 1997 UNIFORM BUILDING CODE (UBC) WIND: UBC 80 MPH, EXP B MAXIMUM HEIGHT (h) = 43 ft IMPORTANCE FACTOR (I) = 1 P = Ce *Cq *qs *I = : PRESSURE COEFFICIENT (Cq) = 1.4 Ce Cq qs I P h 0.62 1.4 16.4 1 = 14.235 0 - 15 ft 0.67 1.4 16.4 1 = 15.383 15 - 20 ft 0.72 1.4 16.4 1 = 16.531 20 - 25 ft 0.76 1.4 16.4 1 = 17.450 25 - 30 ft 0.84 1.4 16.4 1 = 19.286 30 - 40 ft 0.86 1.4 16.4 1 = 19.665 40 - 43 ft FORCES: Base 11 -ft 35-ft Height to Height to Area Wind load Force Height to Moment Moment Moment Width bottom (ft) top (ft) (sq. ft.) (psf) (Ibs) center (ft) (ft-lb) (ft-lb) (ft-lb) 20 40 43 60 19.665 1180 41.5 48966.4 31 35987 6.5 7669 20 35 40 100 19.286 1929 37.5 72324 27 51109 2.5 4822 1.2292 30 35 6.146 19.286 118.5 32.5 3852.26 22 2548 1.2292 25 30 6.146 17.450 107.2 27.5 2949.16 17 1769 1.2292 20 25 6.146 16.531 101.6 22.5 2285.96 12 1168 1.2292 15 20 6.146 14.235 87.49 17.5 1531.03 6.5 569 1.2292 11 15 4.917 14.235 69.99 13 909.867 2 140 1.3958 0 11 15.35 14.235 218.6 5.5 1202.13 E = 3812 E = 134021 93291 12491 - SIGN POLE: (Base Pole) M = 134020 M = 134021 ft -lb Fb = 0.6 *Fy *1.33 = 33600 psi Fy = 42000 psi Sregd = M/Fb = 47.865 in A 16" diameter pipe with 3/8" wall has a section modulus of 77.25 inch S = 77.25 in fb = M/S = 20819 psi < 33600 OK I USE A 16" DIA. BASE SIGN POLE I (14" Pipe) M = 93291 M = 93291 ft -lb Fb = 0.6 *Fy *1.33 = 33600 psi Fy = 42000 psi S = M/Fb = 33.318 in A 14" diameter pipe with 3/8" wall has a section modulus of 59.35 inch S = 59.35 in fb = M/S = 18863 psi < 33600 OK I A 14" DIA. INTERMEDIATE SIGN POLE IS ADEQUATE I (8" Pipe) M = 12491 M = 12491 ft-lb Fb = 0.6 *Fy *1.33 = 33600 psi Fy = 42000 psi S regd = M/Fb = 4.461 in • A 8" diameter pipe with 3/8" wall has a section modulus of 16.81 inch S = 16.81 in fb = M/S = 8917 psi < 33600 OK ge l AN 8" DIA. T POLE IS ADEQUATE 9570 SW Barbur Blvd 3 ft Si n Foundation Suite OP One SIGN Hundred Project Name - 9 Project # 010977 Ma Portland, OR 97219 -5412 Location 14020 SW 72nd Ave., Tigard, OR MILLER Client Multi -Light Sign Co. CONSULTING (503)246 -1250 9/19/01 2. of 3 ENGINEERS Fax: 246 -1395 By KS Ck'd j$ Date Page EMBEDDED POLE: (UBC 1806.8.2.1 NonConstrained) M 134.021 k -ft P 3.812 k Applied lateral force, kips h (effective) 35.16 ft distance from ground surface to P, ft q 400 psf/ft allowable soil -brg Table 18 -1 -A, psf/ft q= 2(150)(1.33) =400 * b 7.07 ft 85" dia. or diagonal dimension of a 5.00 post, ft d (estimated) 7.67 ft ESTIMATED embedment, ft 7.67 for pressure * Allowable w/ 1/2" movement at groundline UNconstrained S_1 1022 psf q *d_est / 3 A 1.2 ft 2.34 "P`1000 /(S_1 "b) d 7.52 ft A/2`(1 +(1 +4.36 *h /A) ^.5) OK UNconstrained Use 5' - 0" square x 7' - 8" embedment footing ALTERNATE' Fo0 T /NG SIZE' ,? - �` PIA. K !1' -O" DEEP 3" DIA. X /0'- 3" DEEP 4'- o" SQ. x 8 `- 3" DEEP 6 ' - o" SQ. x 7`- 3" DEEP 9570 SW Barbur Blvd Ma Portland, OR 97219 -5412 Project Name 43 -ft Sign Foundation Project # 010977 Suite One Hundred Location 14020 SW 72nd Ave., Tigard, OR MILLER Client Multi -Light Sign Co. CONSULTING (503)246 - 1250 KS 9/19/01 of 3 ENGINEERS Fax: 246 -1395 By Ck Date P age r TYP. 20 -O i , PL 1/2 x 171/2 DIAIETER 1 I A .,. • TYP. I' I lo I 1, 3/8" PI- RING 1 o In III : X10'' TYP. _ II 3/8' PL RING 0 4 SIDES %' B SCH. 40 PIPE I I '/• mr 2 TYP. • 14- PIPE W/ 3/8 WALL. . 0 0 ® SPLICE DETAIL 1 _:., 1 -0 < N O In ik T t in / 18 PIPE W/ 3/8" WALL Rv C T U.o Cnn r 2000 PS CONCRETE BACKFlLL 7 a m I `- OREGON m L 'Ai u ■ I5 SQUARE EXPIRES: 06 -30 -2002 1 ® SIGN ELEVATION 1 /8 - _f -D 9570 S1W Barbur Blvd. Project Name 43 —FT SIGN FOUNDATION Project # 010977 AI MS Suite One Hundred Portland, OR 97219 -5412 Location 14020 SW 72nd AVE., TIGARD, OR MILLER Client MULTI —LIGHT SIGN CO. CONSULTING (503) 246 -1250 ENGINEERS B _ Ck'd Date y KS 9/19/01 Page 1 of S -1 FAX: 246 -1395 , • I. � '' • j t • t. • • , • . r . . 1 \ .. . • • . , N 00'08'00" W . • ' 5.00' .. . .. 5. ....,,/ S 89'52'00" W • 5/8 "1R. J a 285.02 _.� ,. T.P,0. 3 t3. PARCEL 3 ( e f 1 2 "RCP (BURIED DRAIN LINE) k 1'. .. - • ---- -- DITC -..-.. -=• .wow • 1 TO FREEWAY D1tcH • SS • S5 • . i - 5S S5 SS b'i . • • . • C � ti NO PRIVATE OR t ;•: .. . T .0 2 • iC % � PUBLIC ACCESS TO 1 -5 -- i. N o: A , c, ;" • v. 7 \ CHAIN LJNK FENCE ,,, - . _. �.. �ilr � ? ..- — 0 N . O ;5` TO 0.1 EAST' Z /// q . Q t \OF PROPERT' UNE . ALT 70.0 ; Y • • BK. 558, PG. 524 ra d d c.s. Ac 0 RELINQUISHMENT . -1 Q: '4 OF ACCESS y". m t 1 ■ el EXISTING BUILDING / 200.00' RT. 0 A. C. e1� .0 " ' • z 1// ' °j r , , O 1. •"•%1 �g • $ P . &7 t •2'Qee ` (220. e2c tibeo �n sti.r \ T e -..1410 •"A ' 13' GAS METER .0. W 1 Z WA • 70.0' '1' r a t METER � . I\ viti �� X271 0" Clea/ i w �ar� ■ Ri \ N • O w W y . 5.0' WATER LINE EASEMENT METZGER 1 h--- ' cB WATER DISTRICT BK.849, PG.620 _ .. .�.. r • OB ...-' 53.17' c. EOcb Z ---- -- 4 ± 649 620 t -- o — o G 0 O - r d O O . 1 6 • .__.. _.. In . 276.44' 1 5/B `:' ( 174.56) (N 89"52' E 822.50' Sc a , - 12 1 7 • 1/16 COR TO R/1N ( N 00'08' .72ND 2 , FROM 10,0' WIDE DISTRIBUTION LINE C.A. EASEty ENT 1000'± FROM ' ? z o 0 ,3, EAST RIGHT OF WAY LINE i D 0.29'S. OF S.W. 72ND AVE. IN FAVOR: S...1 T 2175,53' EASTERLY OF P.G.E. Co. 1)o 3 OF SOUTH 1/4 COR. BK. 517, PG. 94 • i * 0 elE SECTION 1 (DEED 2175.70') • - •'7 _ _ ... :P si tb. t �� 7. ;....d.4it. ,...; . , tri; 0.91,4r.:) ' • . • Receipt #: 27200200000000000712 Date: 02/26/2002 T I D E M A R K COMPUTER SYSTEMS, INC. Line Items: Case No Tran Code Description Revenue Account No. Amount Due BUP2002 -00066 [BUILD] Permit Fee 245 - 0000 - 432000 $81.70 BUP2002 -00066 [TAX] 8% State Tax 100- 0000 - 207020 $6.54 BUP2002 -00066 [FLS] FLS Pln Rv 245 - 0000 - 433020 $32.67 BUP2002 -00066 [BUPPLN] Pln Rv 245 - 0000 - 433000 $53.11 SGN2002 -00028 [SIGN] Sign Permit 100 - 0000 - 437000 $50.00 Payments: Method Payer Bank No Acct Check No Confirm No. Amount Paid Check I S PPROPERTIES LTD PARTNERSHIP 0 1509 $224.02 TOTAL AMOUNT PAID: $224.02