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SGN2016-00063 CITY OF TIGARD SIGN PERMIT Permit#: SGN2016-00063 COMMUNITY DEVELOPMENT Date Issued: 06/06/2016 IGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S103DD00950 Jurisdiction: Tigard Name of Business: Tuality Community of Christ Business Address: 13855 SW PACIFIC HWY Applicant/Agent: McCormick, Tony Work Description: Freestanding sign with electronic message center component. Sign is 56 square feet(4' 5"x 6'4"each face). Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: Yes Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 4' 5"x 6'4" Total Sign Area: 58 Wall Area: Wall Face(Direction): Sign Height: 6 ft. Projection From Wall: in. Illumination: Internal Materials: Alum/message center Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $197.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: �p Permittee Signature: , C A IPli City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT TIGARD Sign Permit Application e �rw, SIGN LOCATION REQUIRED SUBMITTAL Address: 13855 SW Pacific Hwy Suite #: ELEMENTS City/state: Tigard, OR Zip: 97223 ❑ 2 copies of elevations on 81/2"x 11" Tenant or business: Tuality Community of Christ or 11"x 17"pages(Wall sign Reorganized Church of Jesus Christ of elevations must include dimensions of sign and wall face and show the Property owner name: Latter Day saints location of sign on the wall. Address: 13855 SW Pacific Hwy Freestanding sign elevations must City/state: Tigard, OR _ Zip: 97723 be drawn to scale.) Phone: I:mall: 1=I2 copies of site/plot plan,drawn to scale,on 81/2"x 11"or 11"x 17" pages(not required for wall signs) Sign contractor: Meyer Sign Co of Oregon Address: 15205 SW 74th Ave 11 List or diagram of all existing sign dimensions and square footage City/state: Tigard, OR Zip: 97223 0 Application Fee Phone: 971-232-5021 Email: permits c©meyersignco.com CCB License #: 64014 Expiration date: 2/4/17 NOTES: • Freestanding signs over 6 ft.in height Contact person: Tony McCormick and walls signs of which any element weighs 20 lbs.or more require a SIGN DATA(Complete all items in this section) building permit for construction. If any element of a wall sign weighs 70 lbs.or more,plans must be prepared TYPE (Check all that apply) by a structural engineer. ® New sign ® Freestanding ❑ Electrical • Building permits require 2 sets of 0 Alteration to 0 Freeway ❑ Wall construction drawings and,if sign is freestanding,2 copies of site/plot plan existing sign 0 Roof ❑ Other and 2 sets of engineering must be Sign #: submitted with building permit application. Sign dimensions: 4' 5" (h) x 6' 4" (w) = 27 95y.ft. sign area New s 27 95q.ft. + Existing sign area 0 sq.ft. = 27.99'otal FOR SlAl4 LSE ONLY Total sign area: sy.ft. ' building face sq.ft. = %of bldg face Case No.: 3GN a?u l b 0 Opta 3 Height to top of sign: 6' ft. Projection from wall: in. Related Case No.(s): Materials: Aluminum I exan, Message Center Fee: i 17 • W Applicationi� accepted: Is the sign under 20 lbs.? 0 Yes ENo By: CAL- Date: (o- l.0 -(la (Building Permit required if over 20 lbs.) Application determined complete: Direction wall faces (circle one): N SEW NE NW SE SW Will the sign have illumination? I] Yes 0 No By: Date: b"I'"'I"° If yes,what type: ® Internal ❑ External I:\CURPLN\Masters\Lend Use Applications Rev.03/03/2015 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS NOTE: Person specified as "Applicant"shall be designated"Permittee"and shall provide financial assurance for work. When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. THE APPLICANT(S) SHALL CERTIFY THAT: • I f the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. 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. SI • RES of each owner of the subject property quired. , C ' pi,J7 ifile61-Aoc-x- /6// 'Ar ....._.. _ / •.lica ' s•�,• ure Print name I�atc .i`� Uoulas E. - (o(3 I►O ab e'~ ''''' Print name Date Owner's signature Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2 FABRICATION SPECIFICATIONS A CABINET TYPE DIF ILLUMINATED PAINT COLOR COBALT BLUE(PMS 288C) LIGHTING WHITE LED ILLUMINATION 9 FACE TYPE WHITE LEXAN VINYL BKGD COBALT BLUE 230-157 VINYL LOGO PRINTED(SUITABLE ARTWORK NEEDED PRIOR TO PRODUCTION! REVEAL PAINT COLOR COBALT BLUE(PMS 288C) EMC PIXEL SPACING 16mm MATRIX SIZE 36 x 108 LED COLOR FULL COLOR 6'-4" POLE COVER PAINT COLOR LIGHT BEIGE PMS 468C MATERIAL ALUMINUM 6'-O" I'-8,. L 1 31.ki •_ ____ A O P'EAC'E r N2 TUALITYr.71 /4°- 2" COMMUNITY OF CHRIST J • _D 1 AFa L\fdT? ' .J _ h 1ng J N f D I •4 44III.- CITY OF TIGARD Approved by Planning Date: 6 - to - (co 111.111 DIE INTERNALLY ILLUMINATED DISPLAY SCALE:314" = 1'0" ® SIDE VIEW I DETAIL Initials: C/A-c...- QUANTITY: 1 MANUFACTURE&INSTALL 27.92 SQUARE FEET . ,. " # • This is an original unpublished drawing created for sales@meyersignco.com PROJECT: TUALITY COMMUNITY CHURCH ACCT MGR:ROB BREAZILE DATE: BY: DATE: BY: CUSTOMER APPROVAL: LANDLORD APPROVAL: Meyer Sign Company's customer and the project DRAWING#: �• www.me ersi neo.eom 13855 SW PACIFIC HWYREVISION I 03.22.2016 REVISION# planned for the specific needs of Meyer Sign Customers. Y S ADDRESS: SHOP MGR: These drawings are not to be shown outside your 04.22.20 16 phone:503 620-8200 TIGARD,OR 97223 SCALE : REVISION 2 REVISION# organization nor used,copied,reproduced,or exhibited DESIGNER: PAUL RULE DATE: DATE: in any way unless authorized in writing by an officer of SHEET OF fax: 503 620 - 7074 DATE : 03.21.2016 REVISION# REVISION# Meyer Sign Company of Oregon. • (/�14Com/14010r i/ al eliki 5r 138 65 j , y C�ci c l�r� AAz, /,( 97SeAte Id ' ��-3 ir Z\_\ 42" = vo,sive <561x 3o N /XV‘2 %. i r vj , N iN 9.) ti5•1t- k.k 1 VA.E.7,; er . r Vv c • Scope is for the design of the pole support and the foundation. See following pages for structural notes. LOADING: ,`tC''RCD PROFFsso DESIGN PER 2012 INTERNATIONAL BUILDING CODE(IBC) p WIND: ASCE7-10 120 MPH, EXP B MAXIMUM HEIGHT(h)= 6.00 ft 725 PE tia (3 second gust) GUST FACTOR(G)= 0.85 / K1 = 0.00 K2= 1.00 F=qz*G*Cr0.6:(allowable) 4a'oN R� o a ti �cO K3= 1.00 Kz qz F(psf) h lF'✓pSEPH �PO• � Kzt= 1.00 0.57 17.86 = 13.2 0-6 ft Kd= 0.85 Cf= 1.45 EXPIRES:12-31-2016 s= 6.00 ft s/h= 1.00 B= 6.33 ft B/s= 1.06 FORCES: w/%5'H 1 Width Height to Height to Area Wind load Force Height to Moment bottom(ft) top(ft) (sq.ft.) (psf) (lbs) center(ft) (ft-Ib) ' 6.33 0.00 6.00 38.00 13.18 501 3.15 1578 0.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 I E= 501 E= 1578 SIGN POLE: (Single Pole) Try a 4"SCH40 Pi a sign pole Fy= 35000 psi t Z= 4.05 in3 Mc= 7073 ft-lb M= 1578 ft-lb 7073> 1578 OK Use the 4"SCH40 Pipe sign pole EMBEDDED POLE: (IBC 1807.3.2.1 NonConstrained) Mnet= 0.81 k-ft Applied moment from sign minus Mres P= 0.501 k Applied lateral force, kips h(effective)= 1.61 ft distance from ground surface to P,ft q= 300 psf/ft allowable soil-brg, psf/ft q=2(150)=300* Footing shape: Circular b= 2.00 ft diameter d(estimated)= 3.50 ft ESTIMATED embedment,ft 3.50 for pressure * Allowable w/1/2"movement at groundline Unconstrained Condition volume of concrete= 0.1 yd S_1 = 350 psf q*d_est/3 footing wt= 0.5 k A= 1.67 ft 2.34*P*1000/(S_1*b) sign wt= 0.52 k d= 2.75 ft A/2*(1+(1+4.36*h/A)^.5) Total wt(DL)= 0.99 k 2.75 <3.5'OK eccentricity of load to reaction(e)= 0.78 ft=0.77/0.99 maximum resistive moment available based on soil bearing, mes.= 0.77 ft-k Use 2'-0"diameter x 3'-6"deep 2,500 psi concrete footing 9570 SW Barbur Blvd Project Name Tuality Community Church Monument Sign Project# 160665 Suite One Hundred SSPortland,OR 97219 M 13885 SW Pacific Highway, Tigard, Oregon Location 9 Y� 9 9 Client Meyer Sign Company of Oregon MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 BIS 5/25/16 1 of 3 www.miller-se.com By Ck'd Date _ Page ENGINEERS GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. SPECIAL INSPECTION OF WELDS AND POST INSTALLED ANCHORS ARE TO BE PROVIDED BY A SPECIAL INSPECTION AGENCY AS REQUIRED BY THE BUILDING OFFICIAL FOR ELEMENTS OF THE PROJECT THAT DO NOT MEET THE APPROVAL OF CONSTRUCTION OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION (SECTION 1704.2, EXCEPTION 1). CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. CONCRETE MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, ACI 318 AND IBC CHAPTER 19.CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH (PSI):N:UM AT 28 DAYS. G N PRpFFo 725 PE a / ►��ON y<4. /Y 0 JOSEPH MPS EXPIRES: 12-31-2016 9570 SW Barbur Blvd Project Name Tuality Community Church Monument Sign Project# 160665 drAll Suite One Hundred Portland,OR 97219 13885 SW Pacific Highway, Ti ard, Oregon Location9 9 Client Meyer Sign Company of Oregon MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 BIS ( 5/25/16 2 of 3 www.miller-se.com By . Ck'd Date Page ENGINEERS J DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: <C3\EPROFe I N 42 r STRUCTURAL DESIGN CRITERIA , 725 PE RISK CATEGORY II WIND DESIGN DATA / •' .ON o h BASIC WIND SPEED(3 SEC GUST) 120 MPH y ' � EXPOSURE 'R,%•MP', FOOTINGS EXPIRES:12-31-2016 FOUNDATION CRITERIA CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR), OR ASTM D1557 (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT(PSF). STRUCTURAL STEEL STRUCTURAL STEEL ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL OTHER SECTIONS, PLATES AND BARS. ALL RECTANGULAR HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY= 46000 PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY = 42000 PSI. ALL STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B, TYPE E OR S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36,WITH MATCHING NUTS. ALL FASTENERS IN CONTACT WITH ALUMINUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS, SECTION 8.1. ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC(GALV.)COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO ASTM A780.ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY OWNER. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E7OXX ELECTRODES. WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. 9570 SW Barbur Blvd Project Name Tuality Community Church Monument Sign Project# 160665 11111 Suite One Hundred Portland,OR 97219 13885 SW Pacific Highway, Tigard, Oregon Location 9 Y� 9 Client Meyer Sign Company of Oregon MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 BIS 5/25/16 3 of 3 www.miller-se.com By _ -- Ckd 01 Date Page ENGINEERS