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Plans (5) RECEIVED JUN 15 2015 General scone; 1-10' 12'-6' B'-6 I�CITY OF TIGARD The existing D/F pole sign needs to be relocated to make room for an New decorativAehelILDING DIVISION additional lane on roadway(new road easement). Aluminum panels with open apply-wood*framework. New ID cabinet-aluminum construction. Paint Green.White Lexan faces. Paint Rust PMS 168-C&apply wood'digital Vinyl graphics. HO lamp illumination.Install between pipe. ■ ■�� 3.CjfrinttoOpt I I1 panel.rd • tdellet,'. Add new LED message center to sign. a ' I e A t'®VQ• Plans t Install new ID cabinet and new LED message center between _ • '` •/ Da \�`(� two pipe at new location on property. �a)1 � . iii 4 -" I■ !` '* Cil V{ ��i NEW D/F cabinet(aprx 4'x 8'). �� Include new decorative cap. .. 'm White Lexan and vinyl graphics. Garden Center �j,, y 9 p VERIFY all dimensions&clarity pipe details. 1 3- t! J i "—CC(era-- PRODUCTION SURVEY REQUIRED. Plant Now ! REVISION MESSAGE CENTER TIONS LS; PRODUCT SPECIFICATIONS a c P,leel Pitch. W)2pwn Cokis Fi1(el Matrix: 96X,97 C binec Sire: alt 50.Nxgfl3i Le S,n.Q ,-, NEW RGB full color vi jAree: Mtt.anL„ message center(aprx 4'x 8'). ceeine.Styre: FK.Twlrrytek.CA Ittl Remove and recycle Character S,.e: IA OW1.3Rcherettets et a3 EMI: .. . existing readerboard. Approx.Weghe SILOS., . .. ..... .. .. .. .. .. >... Warranty: Standard S year Watcnhe warranty apples. 0 N Mfg.Lead Tine: 1.5 weeks(one:Bois document n signed L 10"sq tube(verify) returned and,eceir of dr.wn payment: 8'-3" ' OFFICE COPY Electrical Service: 120.00 VOLT'1.00 amps per Noy/2270 amps total Single Plisse Service Refer to COLOR CODE PINK the installation manual for details on 230-108 wiring.eased nn 15.00 noun or operation a day.plus m:nu.'0%dependingonhow YELLOW the sign is programmed. 230-015 Ewe,.;l',e:erss e 4,v■UG-'.e.aw.,v - HOLLY GREEN STANDARD FEATURES 230-76 - PURPLE 230-128 Color LED Rae *MAIN TEXT AND OUTLINE ON CoferGrabdiq: 144 Quad' no GREEN 'FLOWER BASKET". Mill 230-26 °k'"aMatas t4oNSO Gnotn6vru al * PAINT CABINET 8 POSTS. Video: Plays prerecorded clips up to 3dPS: ElRASPBERRY Animated Ten 8 graphics 230-133 Includes: Ignite Graphics Software SHADOW GREY = P. � w , Brightness: Daytime 10000 N R S;Nig httime 780 N/Ts 23071 Pt S ^ '� p* ', a P1: CHANGE PIPE HEIGHTS(5/2 7 3/8-=1-0" z �E t P,. ;A,-. W:. S • 1 ��'` PRODUCTION PRINT r'= aS.IRtt.IMIIIIItOteOINllaer.rIDaLMAalR _... ,_.. ._ gESfol LS-_.-- --DATE Y1 15 SOLES -- are IxsuTlDaswwiGER OAS --- 9160 SE 74th Ave Client- Date. Clieet Apprdva(a Date Gets :,ns: C0 rdaiSte,2battamsay-Sgut_s Portland,OR 9777 Gardeners Choice 181Wt4 mck 4. 1 ASIGNS M.SAY R+Ir2sn51: �` 563.7',°4'5, 14240 SW Pacific Hwy. �, U tit m sw Ptah ct Stanage:. Selected option with 2 poNS.add height.DnaM inlay at new bcation, U ::;rAut ;:ap.s 2 Tigard.Oregon 97224 add LEDs specs verifications required on pipe and exi5tin cabinet ..°" .`L +xat s •�+^ •+^<^�^* x00.6,3.4555 TODD Landlord Approvals+Otie 0 D Po 9 c, a.r de...We:es ..,Ye;te f y Fax 50318.022^ De4ion: 92(3131/151'. ` e .. ..,�.. Change ID cabinet to new instead of refacing entsbn. f �L ::7-_,'":::::,.7.,..'::::::, r a. awAw" 14 ramsay;:gps rn�t Leslie S. 9 n9 9 ,^ e, , P R. TO .gas ex.on«i` eesee.eaas. ne.areeeswe Scope of work is for the design of the sign poles and the foundation. LOADING: DESIGN PER 2012 INTERNATIONAL D 4 !4UP 20 2 BUILDING CODE{IBC) ���� � < �� WIND: ASCE7-10I 120 I MPH,EXP I B I MAXIMUM HEIGHT(h)= 20.00 ft z 41a ` ' �A +✓ , (3 second gust) GUST FACTOR(G)= 0.85 5+Q4 rtee" K1= 0.00 iT K2= 1.00 F=qz G'Cf'0.6:(allowable) 4 K3= 1.00 Kz qz F(psf) h A ti DP GCh C Kzt= 1.00 0.57 17.86 = 15.9 0-15 ft r,,G� :� �'' • ,� Kd= 0.85 0.62 19.43 = 17.3 15-20 ft .f--, U Cf= 1.74 L A '�,,,t'>- s= 9.58 ft sth= 0.48 B= 12.50 ft B!s= 1.30 i' Dist.btwn.poles= 9.08 ft(ctr to ctr) . GXP'RcS: C5-3^.23/4 0.2B= 2.50 ft FORCES: Fl = 0.78 '(1896) = 1479 lb(w/20%offset) r-s Width Height to Height to Area Wind load Force Height to Moment Moment bottom(ft) top(ft) (sq.ft.) (psf) (Ibs) center(ft) (ft-lb) 15 (ft-lb) i 12.50 19.00 20 12.50 17.3 216 19.50 4206 5 1007 f 4 6.6'3/•5- 9.91 15.00 19 39.64 17.3 684 17.00 11628 2 1484 a 9.91 14.83 15 1.68 15.9 27 14.92 399 0 2 1 9.91 10.42 14.83 43.70 15.9 693 12.63 8753 ' 1 1.67 0.00 10.42 17.40 15.9 276 5.21 1438 . ' ' A A 0.00 0.00 0 0.00 15.9 0 0.00 0 n i 4. E= 1896 E= 26424 2494 C , ` I SIGN POLE: Double Staged(Two Pole) (with 20%offset) at base at splice 1 '- Base Post ' t Try a HSS 10X10X3/16 sign pole Fy= 46000 psi a' i +'; ': Z= 24.80 in 3 Mc= 56926 ft-lb - "SS•N,a,3P5• 1 M= 20611 ft-lb=26424'0.78 56926>20611 OK Use the HSS 10X10X3/16 sign pole for Base Post I i Upper Post ' Try a 6X6X3/16 si n pole Fy= 46000 psi Z= 8.63 in3 Mc= 19809 ft-lb t M= 1945 ft-lb=2494'0.78 19809>1945 OKd. !: i'‘? - Use the HS5 6X6X3/16 sign pole for Upper Post ! q' o- i v` �:'to: • , tl ccvc- ,. J e•• < EMBEDDED POLE: (IBC 1807.3.2.1 NonConstrained) , .L J • }w rw. L J. ., Mnet= 16.311 k-ft Applied moment from sign minus M,ef t -- • P= 1.479 k Applied lateral force,kips .3-6- 361 h c.MO»I= 11.03 ft distance from ground surface to P.ft sa. so. q= 300 psftft allowable soil-brg,psf/ft q=2(150)=300' Footing shape: 1 b= 4.95 ft diagonal dimension of a sq.footing (-7- SIGN E_E V A T O N d(amed)= 5.00 ft ESTIMATED embedment,ft 5.00 for pressure S, • Allowable w/1/2'movement at groundline Unconstrained Condition volume of concrete= 2.3 yd S_1 = 500 psf q*d_est/3 footing WI= 9.2 k A= 1.4 ft 2.34'P•1000/(S_1•b) sign wt= 1.82 k d= 4.86 ft A/2'(1+(1+4.36"h/A)^.5) Total wt(DL)= 11.01 k 4.86 <5'OK eccentricity of load to reaction(e)= 0.39 ft=4.3/11.01 maximum resistive moment available based on soil bearing.M,, = 4.30 ft-k Use 3'-6'square x 5'-0"deep Embed the post 4'-6"into 2500 psi embedment footing concrete. 9570 SW Etarbur Blvd The Gardener's Choice Pylon Si 150347 j suite One Hundred Project Name Sign Project# Portland.OR 97218 IllLocation 14240 SW Pacific Hwy. Tigard, Oregon MILLER Client Stephen Bates ^ _ Phone 503.246.1250 coNsuL-eNG Fax 503.246.1395 By TAK Ck'd jr7V4INj Date 06/11/2015 Page ._.._iOf.._.1 E N G I N E E R S www•miE m er-se.co • 2'-6" NOTES: - . THE SCOPE OF WORK IS ! FOR THE DESIGN OF THE SIGN POLES AND A FOUNDATION. 2. SEE FOLLOWING PAGES FOR HSS 6x6x3/16" STRUCTURAL NOTES. TYP. o I t i I 411 TYP. ! V— ' ' OD a �����G, �,FFri w y O S ff/5�1v43 • N t vl �.fr p� `o OREGON ' it FC• 'O pY 2 HSS 10x1Ox3/16" /C P. WP:C. TYP. I [EXPIRES: 06-3C-2C/t. I 8.-3" 1/2" COLLAR PLATE 4�� ° I I• , �i b6 a I 1• ■` T"p. , 4 • o .;a • •I I (N) CONC. , ° • •1 I TYP. 1/4 . a I in `° L ° f FTG. TYP. L -� ° TYP. • • I r 1 I L. 3'-6" 3'-6" SPACE 1 4 2 SQ. SO. 1/2" COLLAR 7 PLATE ti TUBE PER ELEVATION, TYP. SIGN _ L --- VA T1O \ / SLEEV= CO \ \ . Suite SW one Hu A Hundred Project Name The Gardener's Choice Pylon Sign project# 150347 Portland.OR 97219 SLocation 14240 SW Pacific Hwy. Tigard, Oregon MILLER Client Stephen Bates Phone 503.246.1250 "' �` ' CONSULTING Fax 503.246.1395 By TAK Ck'd EP') Date 06/11/2015 page S1 of 3 1W AV N G N E E R S w.mitler-se.cor, 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. 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)MINIMUM AT 28 DAYS. -`\\F, � �IF ,� er,„/ „, - • 5'•043 9 y tit Nost---,_ OREGON <S. V2 �� C R fir;a C6-3:-2014 9570 swEfarun red The Gardener's Choice Pylon Sign �—� 150347 suite chte Hundred Project Name PY ro Portland,OR 97219 Location 14240 SW Pacific_Hwy. Tigard Oregon MILLER Client Stephen Bates Phone 503.246.1250 CONSULTING Fax E' 395 By TAK Ck'd ") Date 06/11/2015 Page S2 of 3 ENGINEERS DESIGN LOADS c'.00. c' F.c THE FOLLOWING ARE THE DESIGN REQUIREMENTS: c_-��FED POffin` �L- " z / STRUCTURAL DESIGN CRITERIA 4., F� � RISK CATEGORY II ` G5!x143 WIND DESIGN DATA t /4 BASIC WIND SPEED(3 SEC GUST) 120 MPH CRcGCV EXPOSURE B .� '�ey .-. V�\-1 1C F y���© FOOTINGS FOUNDATION CRITERIA jEXPIRES: 06-30-201 to 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 ALUMNIUM 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 E70XX 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. 8570 SW Barbur Blvd The Gardener's Choice Pylon Sign I 150347 E Suite one Hundred Project Name f'Y g Project# Portland.OR 972'9 laLocation 14240 SW Pacific Hwy. Tigard, Oregon MILLER Client Stephen Bates Phone 503.246.1250 � CONSULTING Fax 503.246.1395 By TAK Ck'd EPA-)_._ Date 06/11/2015 Page S3 of 3 ENGINEERS www.mdler-Se.corn FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter 1.3125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: UILDING DIVISION RECEIVED JUN 15 201 FROM: "7-e✓e ,AA-re s CITY OF TI BARD BUILDING , IVISION COMPANY: //k 69-r e ner5 Clot c PHONE: 5-6 3 332 3`19‘ RE: oaLto 51.0 1(" . `/ 6 . P. 0/5 lo (Site Address) /, (Pe ' t Number C`L , .) . rTtiect name or subdivision name • d lot n ber) 1l ATTACHED ARE THE FOLLOWIN e TEMS: n Copies: I Description: Ie s I Desc 'ption: Additional set(s) of plans. _ Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: 4 `?— Routed to Permit Technic'. : Date: 1`2 15 Initials• P Fees Due: ❑ Yes LE ,o Fee Description: Amount t ue: Special Instructio Reprint 'ermit(per PE): ❑ Yes I El No ❑ Done Appli'ant Notified:Sei.e do. f Date: ( //7/t Initials: 4; 1:\Buil ding\Fomu\TransmittalLetter-Revisions.doc 05/25/2012