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Plans 12'-6" General scope: ` _1.-10' I New decorative cap 8'-0" Aluminum panels with open The existing D/F pole sign needs to be relocated to make room for an • framework on backside to allow additional lane on roadway(new road easement). Lis ' 9 b faces to slide`up"in cabinet below(for service). e f C. F„ Tj Paint Rust PMS 168-C&apply"wood"digital New ID cabinet•aluminum construction, Paint Green.White Lexan faces. !'1 ^°moo print to front of each panel. Vinyl graphics. HO lamp illumination.Install between Dine. i » �d the .. It as - G a r- criers 6"sq tub Add new LED message center to sign. Cil Install new ID cabinet and new LED message center between a en ' i two pipe at new location on property. t ��4.ri Ilk R yc 0l CC \NEW DiF cabinet(aprx 4'x B'). N o White Lexan and vinyl graphics. Include new decorative cap. �, Garden center Y 9 P Y - . VERIFY all dimensions 8 clarify nine details. PRODUCTION SURVEY REOUIRED. oil ;� - Plant Now !! y� . MESSAGE CENTER DETAILS. l J 40.,..,, n ' -y ,s. PRODUCT 4►tC1FifAn le>. " F'J Pisrl Pith Y{tzm*G11QY .. .. .., . ^ �. ., NEW RGB full color Pi..,Man.: Rsxta.n lO message center(aprx 4'x 8'). CA...vet sty 4R gin NNW).*t P 5'a 0 • ' Remove and recycle v.„„aa.. 44NaehL 1111:1 I existing readerboard. c.a.n.i aepie NW!.,#•!Wing*MO. Cf....4.rx 171.4/MIChwockwa ar jir. R.. o a .e w. t- eta tOo • C� .. PPres igh N SMMwd SYRar UM4ttitsre,wnaFaya4PRR4. B,. B'-8” het:..a T,rt..: 4ew*ks(otter B+fs cawrrw 4 si4ved 6 \ 10"sq tube(verify) ax.Rd and u atp(oy Sewn payrnanr. ^'G Fiecrr,ul 4.rnc.: :2d edkot7!I S,0 m amps per la /22.6t\, a/411 MM amp.?Met 110114C.Mtwo the VIYf tlw4 mammal lee riviliM COLOR CODE +Funs.own eh ism ne esergfernwna 4W OM or MMus Ime de*ar on hew " HOLLY GREEN PINK .....gr.nprepn.gd. • + -230-76 230-108 «w.r:yewseay.RS�sRe� tir,o,- Pn iF4iURk$ � LIME GREEN YELLOW corer• iFe xe pm 3630-136 230-015 a ier aP.a:nry. ivo QwadrYlble -RASPBERRY -PLUM PURPLE vPwrnx Anxls 4r t3tMatleYesfl[Jt ` 230133 230•128 vm•,: t c.rn• aed<xps p `�� .v,niated y..-a Wag.. 0 x.11 " a eed..: r s.4oltwgr. ,ice co tmif 3/8•=1-0.. ? en nrn...: lupooiri :',,�RPL �4 t\ e IL)P O Immo a _C/7 r crT b CD c.3 .raruA:. ••:°''t Date: Client Approval.Date Revisions: ,s,,, yi:v st.,.x.„,,,,. 9 fmxMelt.M18RRmaxahec.tns o . AMSAY n"r,en4,OR 9720 101014 " ) a ay pnav ode ueuww s Fr w p4'�E e Gardeners Chace RI(3/25115)' r,r, 14240 SW Pacific H j Sa a M noon»w rg.rs.k6' N. . ., IGNS 4 "ry' Pr0ip4f Manager: Selected option with 2 poles,add height,photo inlay at new locallnn 4F .k, °° tltinl M, acs g Oregon 97224 add LED specs,verifications required on pipe and existing cannel. .w A'Ay ea n,o,MMa d Tigard,Or e.-owae u:.a. �is.aeevw • aP. ...vst,....++c aw -.:00.613.1S55 TODD Lendbrd Approval*Dale '. ac d,,,,:3 1 'cwb. nnh +o Z r ... Pax 503 [ > Dong R2031115)331i15k Change ID cabinet to new instead a refacing existing. ' a "�. t°`�13°c'°`" '° "' °"" ""' ' raR3lsy:..e:r Leslie S. .4n., t..,,,,,n,.,....n.n,‘,•.■••.n.n.,,, ._ ..,y.+..r. #14-787-R2 Pe+ t I / 1 L°. ''''''''4* .‘,::%.‘ ,,,f.":: Existing sign I t COLORFUL "' v 4Flans Nu..i HANGING BASKET Y _ ' 4 E a x m 6.1 �,.iM 6 ,d"Nts' MI INI LAYS P N , � ,� a a.� al ":- I. till ;...,,,:.,.:.1:-.....,;.iii.::::',,‘:', ' ' '. '''''... '''' ' ., „ :...ant Nate: C'!eni Approval Rrisuns: -��,. iK<{u,am,.:n* r ® 2 --- 9te(i 5E 74tE be Jp AMSAY fu 1444 OR 972 10'1014 ww►a�xearsq •sv a 5w °` � asn» s ; Garderter's Chace RI 13/25/151: Nn .�....:�n«mew'. rse''''" Enav essw.az:a ,..�ww..� 503.711.4555 14240 SW Pacific M.Y. Frole;Manage': Selected option wish 2 poles,add height,photo Inlay at new bcatian, „ � w+�.°T. H!�t Of p IGNS T gard,O egon 97224 add LEDs specs,venficalions required on ...e w g x aac a*ewe, pp oval*;ate M eg pipe and existing cabinet 80U.GI3 x555 TODD Landlord A+�� ed'�Wa rasxatrr lr�y.a fro.n4na. / (,. ' ' • Fax503.777A720 Uesign: R2(3/311151: \ vranan.4 rxw4ae.wn wma;GwM recr w. m• I-,t mexrieeaa':! aan *:t;'aeaa as := .`n',o4Z..di r'"r 4T*':: ramsaysi4rs.tan Leslie S. Change ID cabnet to new instead of relating ezisbnq, lI 11r!. ..... 47 a rvr i''''''7'*'"'oa ' It'x a #14-787-R 2 ..awma.w,w..ta-. • RECNED isANR SO 2115 f. r%1;�, r. p st Gi b # inset photo showing approximate location of pro_p sib 4, 3 i :,. VAt�Ct(cY S ¢:" ra} r-h .o :.A a (7, 0 n I Plant Noy,° C RR ,6 , oall, r I —_-__._...._.__ .... 3/20/15 { I AMSAY . Gardeners Choice — — �r 14240 SW Pacific Hwy. . 1 iG S Tigard °regal 97224 TODD M. i �tU�• 2 I Leslie s. i "• _ I# 14-787 RI Scope of work is for the design of the sign poles and the foundation. See following pages for structural notes. LOADING: DESIGN PER 2012 INTERNATIONAL BUILDING CODE(IBC) `te.o PRQfF�� WIND: ASCE7-10 120 MPH,EXP l B I MAXIMUM HEIGHT(h)= 19.00 ft ,,G 1 N F 42 (3 second gust) GUST FACTOR(G)= 0.85 `` 72525'E 'P A K1 = 0.00 / K2= 1.00 F=gz'G'Cr 0.6:(allowable) K3= 1.00 Kz qz F(psf) h It 11•4• e o Kzt= 1.00 0.57 17.86 = 16.0 0-15 ft ,Kd 0.85 0.61 19.11 = 17.1 15-19 ft IFS+ p8 ' 0^ Cf M OSEPH P s= 9.00 ft s/h= 0.47 B= 9.67 ft B/s= 1.07 I EXPIRES:12-31-2016 I Dist.btwn.poles= 8.83 ft(ctr to ctr) 0.28= 1.93 ft FORCES: Fl = 0.72 •(1748) = 1259 lb(w/20%offset) Height to Height to Area Wind load Force Height to Moment 12'-6" Width I 1 bottom(ft) top(ft) (sq.ft.) (psf) (Ibs) center(ft) (ft-lb) 12.50 18.00 19.00 12.50 17.1 214 18.50 3959 III II 9.67 15.00 18.00 29.00 17.1 496 16.50 8184 9.67 10.00 15.00 48.33 16.0 772 12.50 9650 1.67 0.00 10.00 16.67 16.0 266 5.00 1330 ° 0.00 0.00 0.00 0.00 0.0 0 0.00 0 In £= 1748 £= 23123 SIGN POLE: (Double Pole) Try a HSS Pipe 10X10X3/16 sign pole Fy= 46000 psi 7 Z= 24.80 in3 Mc= 56926 ft-lb °_' 8'-0" M= 16649 Ift-lb=23123'0.72 56926>16649 OK ' H SS Use the HSS 1OX10X3/16 sign pole ( o I 0 1OxtOx3/16, TYP. • o ko t ii I .3'-6" I 13-6 1 SO. SO. EMBEDDED POLE: (IBC 1807.3.2.1 NonConstrained) O SIGN ELEVATION Mnet= 8.809 k-ft Applied moment from sign minus M,es. NTS P= 1.259 k Applied lateral force,kips h(.n.co,.i= 7.00 ft distance from ground surface to P,ft q= 300 psf/ft allowable soil-brg,psf/ft q=2(150)=300• Footing shape: Rectangular b= 4.95 ft diagonal dimension of a sq.footing d(estimated)= 4.50 ft ESTIMATED embedment,ft 4.50 for pressure • Allowable w/1/2"movement at groundline Unconstrained Condition volume of concrete= 2.0 yd S_1 = 450 psf q•d_est/3 footing wt= 8.3 k A= 1.32 ft 2.34*P"1000/(S1•b) sign wt= 0.62 k d= 3.91 ft A/2•(1+(1+4.367h/A)^.5) Total wt(DL)= 8.89 k 3.91 <4.5'OK eccentricity of load to reaction(e)= 0.88 ft=7.84/8.89 maximum resistive moment available based on soil bearing,M,es.= 7.84 ft-k Use 3'-6"square x 4'-6"deep embedment footing ® 9570 SW Elorbie SW PbvllaPortland,OR 97219 Project o Gardener's Choice Pylon Sign 150347 Suit One Hundred Lon 14240 SW Pacific Highway, Tigard, Oregon Project# • MILLER ctioniStephen Bates Phone icevea2k9 CONSULTIqO By CJM Ck'd - Date 3/31/15 Page 1 of 3 onowroviStpsaawn Eg6III0LEN§ 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. �E� PROFF S� G 1 N F .0 72525'E -P A -1°l , O a .FS o Q.OSEPH M EXPIRES:12-31-2016 . 13@ontior 13 1,vd Gardener's Choice Pylon Sign 150347 tots On@_ 97219 x1 Rr t Name project# _ z,� i 14240 SW Pacific Highway, Tigard, Oregon Loudon MILLER Stephen Bates P .246.4229 “Vq§t1rrig4 Fax 5921246.19§4 By CJM OM E—F"') Date 3/31/15 I've 2of3 vo 116 l q M 4 awfilia@r-§B.a DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: ��EO PROCJ STRUCTURAL DESIGN CRITERIA c`S �o N FF /6/2 72525'E A RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 120 MPH . frY o° EXPOSURE B 9�! / as �PQ Fs OSEPN \ws 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 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. 70 r13164 Gardener's Choice Pylon Sign 150347 Polarad,OR Htms X731 id Prat Names Location 14240 SW Pacific Highway, Tigard, Oregon Prat# MILLER cbeniStephen Bates ` .1 3 of 3 C©asaLrraO Fav . ..1 By CJM ® `J _ Data 3/31/15 Pam t$16014 A g w4oao, -§4.s