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Plans - RECEIVED JAN 0 3 2013 ..■■ SIGN © 1:3/F ILLUMINATI:3D MONLIIVIENT DISPLAY W/' "TENANT PANELS CITY OF TIGARD iiiiii BUILDING DIVISION I 8' -T' I 1— 7 -2'- -1 I T -10 • I IP 1 7-0 ' —I I T-412' I ` .\ ��l�i ` -0o�Fe1n' I— T -0 VT —I 1- 3' -0 1rr --1 -: A• A 1 i 1 — .. F �� t� ■ 4 I z• PACIFIC CORPORATE CENTER � � - 1 .' it E- ��� �_ r ._ a 2 II IT _i LTJ j Y � arr �u tt L A: F I T N E S S, : I ..:— °t �ou�, 1:.-i a I� r fZ' l i_ I .- _.�. , - I 1 .rr .W ;;,.„ gp I .$ 1. a.' H _EW CD • �` STARBUCKS OfbCe . . � I -, rn g ; COFFEE D B E O Ekbytamealmoiarr 1 • — -- ■ ' E . O • I Y . I ®UMPQUA /1( u m ' u ! • A N R ® Q t� U 0 4 i 1 a U b � .. _ �- _. + . TITLE: Proposed Sign #3 dimensional illuminated display - photo not to scale SIGN SPECS Sidel End View Front View - Scale 112' =l' -0' Sign A3 - DATE: dimensional new Off Illuminated ensional monument display with tenant panels. CITY « 'b TT GARD 3-23-1 2 Center portion of display to have formed concrete slab embedded into ground with footing r ( V � APPROVED P Dimensional S deep aluminum raceway cabinet display made out of .090 alum. with metal angle frame. Cabinet/ raceway to be painted with Approved 1 [ Matthews paint to match PMS warm grey #4. Raceway cabinet to have 3' deep aluminum perimeter reveal inset to allow for halo Illumination. 1i Reveal to be painted to match warm grey #4. Conditionally Approved [ ] 1 Perimeter reveal to have blue LED halo Illumination concealed from view [ ] V recessed behind panel. See Letter to: Follow All cabinet structure fabrication to have 'seamless' welds. Attached [ ] Pacific Corporate Centre' ropy to be routed 114' aluminum letters painted blue flush mount to concrete.. /+� 5 IG NAGE Tenant panels to be aluminum reverse pan channel displays with routed fus uted lexan faces el All copy and logos to be applied trans vinyl done b Permit Number: P2(J t � 3 CONSULTING colors as shown. All graphics to be mounted second surface and backed with white trans vinyl. 1.-f) / All copy and logos to be internal); and halo ifuminated with white LED's as required. Add es : O , 1 PERMITS / VARIANCES Aluminum .090 perimeter reveal at top of brick and bottom of cabinet to be painted to match warm grey #8. " 1 D EG I ON �/ i Dat - '-.- Base to have bride veneer with color and type TED, B! • PROJECT Display to have concrete poured pad. MANAGEMENT Verity location of display. Approved plans CS SIGN CORPORATION shall be on job site. P° BOX 50727 BELLEVUE, WA. BBC' 5 VOICE: 1206) 949 -7050 FAX: 12061453-3017 OFFICE COPY SIGN O ° ILLUMINATED . DISPLAY W/ TENANT PANELS ■ ■ ■ ■ 7"11 1/2' I r "2 - I I I 7"21/2' I v 1 1114; %he 01.5 1 8 •.• I /i•.v,•TY MST ,• . p s1— z -,o• —I 1 ----- z•1o• I 1111111111" _ _ cr - - f 5 2' f 4'.I I 1 I PACIFIC CORPORATE CENTER 1 ; F Existing display to be removed and replaced • photo not to sate J E T UMPQUA r u a 4 HOUR ATM - DRIVE -UP B • A N•K .? C I 2 - �+�� 4> ml �@ j � ° f ® VMPQUA O K•A•N •K ` t �G fan. ... - -_ �- m o - � =par ¢ u U iiimasim U X u y i Q Side/ End View Front Yew - Scale 1/2 =1• -0' TITLE: Proposed Sign #4 dimensional ruminated display - photo not to scale SIGN SPECS Sign #4 DATE: One new D/l Illuminated dimensional monument display with tenant panels. 3- 2 3 - 1 2 Center portion of display to have formed concrete slab embedded into ground with fooling APPROVED -= Dimensional 5 deep aluminum raceway cabinet display made out of .090 alum, with metal angle frame, Cabinet/ raceway to be painted with Matthews paint to match PMS warm grey #4. Raceway cabinet to have 3' deep aluminum perimeter reveal inset to allow for halo Illumination. Reveal to be painted to match warm grey #4. Perimeter reveal to have blue LED halo Illumination concealed from view recessed behind panel. All cabinet structure fabrication to have •seandess' welds. Pacific Corporate Center' copy to be routed 1/4' aluminum letters painted blue flush mount to concrete.. E Tenant panels to be aluminum reverse pan channel displays with muted lean faces Inset. All copy and logos to be applied trans vinyl done In C ONS U colors as shown. All graphics to be mounted second sur face and backed with white trans vinyl. C o N e u LTI N a All copy and logos to be Internally and halo Illuminated with white LED's as required. PERMITS / VARIANCES Aluminum .090 perimeter reveal at top of brick and bottom of cabinet to be painted to match warm grey #8. DESIGN Base to have brick veneer with color and type TBD. PROJECT Display to have concrete poured pad. MANAGEMENT Verify location of display. CS SIGN CORPORATION PO Box 50727 BELLEVUE, WA. 98015 VOICE: (206) 949-7050 FAX: (2061453-3017 PACTRUST '`. PACIFIC CORPORATE CENTER €r ' :4 me'w+I I1 SIGN ili ` •i „I ,' - +. SIGN 3 _`+r ,- I't ^ 1. .. /TO PORTLAND CARMAN DR. 1 - 5 — ®a.0 , :„ „. EXIT ; 291 Ili ._._..� _ - :, . .�„4" i� . & OREGON t I I �., •. � m BUSENES . 44"4"441 ' III ► r r_� , P• ... - I not (T HOME DEPOT II .4 Y ,, H 40° . , f l� - p �. . - „ -- a J p o � _ D fir _ ;- - 1 r=te s — ,..1 i-] 0 . , . - " - L- V., .....7,-;-•• 'I'E _�;� 3 r tiii CENTER �r ' ���f'Jr�J.L1_u�P1� Gn? ,. � Pilo I; a , � . NW9 t,a 1� p SIGN O ppG1f1C RR :c _ _ i — — -l.' a,* N9 tNE CONSOLIDATED • _ pin SOV NOT A PMT 1 D N � _ , - _. _ •-. L ' , c ilr;_igl., - BURET GTON NORTH R R: ` , v �eA r�_ . 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INC.” ALUMINUM CAP FACE OF N 24 48' a3' W \ ' • FOUND 5/8' IRON ROD WTI n,45 \\ / / D.E.A. INC.' PLASTIC CAP - y .- .__ %.- FENCE. LM UNLESS OTHERNWSE NOTED c - -- GAS UNE Sly" 3 • 1 ' \ i 4 =49' 59' 41" LC =S 73' 37' 00" E II I R =20.00 54.67 A = 73' 43' 04" I L =17.45 R =50.00 HD DEVELOPMENT II =S 65' 28' 32" E rowillIN L =64.33 OF MARYL INC INC. � I 16.90 LC = S 36' 23 09" W DOC. NO. 99 - 80992 I ,,1 s 111%-was _ — — — — ' 59.98 Arm, s I_q T i S.W. CARDINAL LANE s _ N 89' 31' 37" E 239.59 J� _ Gav<. w „ ' w ' W ' I W 294.50 66 ' 1 1D.00 Pox \ v I S v � � I la 154.68 " v N 89 31 37 - VAULT '' I' 7 FIRE SPRINKLER _ 1 A �` C �, ) I (SEE NO% 19 , ROCK Sp. th105,' l _... SD__ - ---( —) v� l t tl 9' . . I' ]d.] V III' , ... P:I i ' 4� • 0 ,� 2�� w {C ���� I' . 3 : T .__ '�: �0.1. a Alk C ppp � STORY BUILDING BOLLARDS 7 ••• I / , B PROTECTI '�.. , �•�'.• ► \I - 5 SQUARE FEET 1 O V I , IF7 � , ROOF HT. - 18.0' ELECTRIC ,, I ' S kim. © COVENANTS r� o $ N a . ® ACCESS I ABOVE F.F. I E ASEMENT 11 .I - b 47 PACIFIC CC \_\. 1 / 'ESERVATION T = MINERAL BRICK 0 ^ ..ENTER SIC I O I I ' I 11') RESERVATION WALL sa l a I iz . a' m �- ■, it t \ \i , ;� 3 U11LITIE v •' • n i ■ 1 , I , ® COVEN O AN75 325 G ° `� PARCEL VII I 1 I VIII \ , BASE F•, 4g UNITED A I 1y • I I I PARCE L uGHT POLE PRDms1oF W s ,.\ I O "� 47.H ,,,� ! i I I� r Fj �. ©', • - r _ 5 /B I \ 1 , — - V- . n_ t -.A142 ', - G s AMP " 41d N o �-,� , F: • 47 '3 1 W ] tP I I g I . STad& UILFEE t ' .1 �� ° 28,J84 SIHIAR FEET `� Q \ \� ROCF N7, 25.a' (SEE E EASEMENT NO I .. I \ _ S 03' \, ABOVE F.F. (SEE NOTE 19)� - I PARCEL IX WI 7 \ , \ a. I g � Y _ �1►�'� i 13 SD � ` ■� i[ Its pgiumm N N7 \ nn 77 I 'INERAI� �n I I MINERAL¢ z w (n ESERVATON / o I l �(tESERVA11ow 9 ��, I I wAU s CC w 4. , , x 1 , 1 moo' p 5 / �� f� E \I c m '1 �11 ', N F r ) • 50 42•' Iti4c- 3 Cil-- I �1 I �'. M1 o g 1:j z V h , 8 I ] 6 a ll n 7' 32' 09" W mod' , 6 E1 � r I i WITH BRASS 1 O MAIL. \ BOXES m 1 J Sa.r ] as STAMPED - 01 28' S1" \ \ 0 I`` \ m 1 1 �� I�„ p � j am — ► 5p LIMITED ACCf 62 y ,I�,'.. IM `e ,�,6 .v • �� � F] '. ' '• `_OPRON9DN 75 p p a' i ■ 5 89' 317 s 313137°V ' BRASS SCREW I „ --', tV I 8441'5 \" " It ( ) ! .- STA BRASS WASHER o L 4'1.. -, I • (4 --. ACCESS 5B EASEMENT , STAMPED "OEA INC." • PACIFIC REALTY ASSOCIATES r I I • I I I I I 1 1 Scope is for the design of the pole support and the foundation. " EO PROF LOADING: �� "GI S" ‘ -P DESIGN PER 2009 INTERNATIONAL BUILDING CODE (IBC) 72 5 WIND: ASCE7 -05f 95 IMPH, EXPI B I MAXIMUM HEIGHT (h) = 6.75 ft (3 second gust) IMPORTANCE FACTOR (I) = I ! "N K1 = 0.00 (ASCE 7 -05 Figure 6-4) GUST FACTOR (G) = 0.85 U R '3 $ 4. K2 = 1,00 (ASCE 7 -05 Figure 6-4) F = qz *G *Cf : l ' 1.2 J. ,:,. K3 = 1.00 (ASCE 7 -05 Figure 6-4) Kz qz I F(psf) h 10SE; 0 Kzt = 1.00 (ASCE Egn_ 6-3) 0.57 11.19 1 = 13.7 0 - 7 ft ?'.PI E �S: 12 - -201 Kd = 0.85 (ASCE 7 -05 Table 6 -4) Cf = 1.44 (ASCE 7 -05 Figure 6-20) 8' - 7" M AX s = 6.75 ft s/h = 1.00 ¢' B = 8.58 ft B/s = 1.27 I i T -i 3' (YA_ SCr FORCES: wr°%YH ) 40 P.PE Height to Height to Area Wind load Force Height to Moment w j Width bottom (ft) top (ft) (sq. ft.) (psf) (lbs) center (ft) (ft -Ib) .0 f 8.58 0.00 6.75 57.92 13.67 792 3.54 2805 0.00 0.00 0.00 0.00 0.00 0 0 0 i 0.00 0.00 0.00 0.00 0.00 0 0 0 .-� + T. = 792 E = 2805 ) 13 SIGN POLE: (Single Pole) Try a 3" SCH40 Pipe sign pole Fy = 35000 psi 1 3° NEW Z = 2,19 in Mc = 3825 ft -lb - NEW ccxc• M = 2805 ft -lb 3825 > 2805 OK SO. 10t:TNG I Use the 3" SCH40 Pipe sign pole I SIGN E LEVA N TS EMBEDDED POLE: (IBC 1807.3.2.1 NonConstrained) Mnet = 1.202 il k-ft Applied moment minus 0.6 resisting DL moment P = 0.792 k Applied lateral force, kips h ttffn,;I = 1.52 ft distance from ground surface to P, ft q = 300 psf /ft allowable soil -brg, psf /ft q= 2(150) =300 • b = 3.18 ft 38" dia. or diagonal dimension of a 2.25 post, ft d t� c� = 3.00 ESTIMATED embedment, ft 3.00 for pressure * Allowable w/ 1/2" movement at groundline for 1500 psf soil bearing UNconstrained volume of concrete = 0.80 'yds S_1 = 300 psf realest / 3 footing wt = 3.22 kip A = 1.9 ft 2.34 *P *1000 /(S_1 *b) sign wt = 0.34 kip (10psf) d = 3.01 ft A/2 '(1 +(1 +4.36 *h /A)°.5) Total wt (DL) = 3.56 kip OK UNconstrained eccentricity of load to reaction (e) = 0.75 ft = 2.25/2'2/3 dead load resisting moment (0.61)12 = 1.60 ft -kip Use 2' - 3" square x 3' - 0" ( Embed the post 2' - 6" into 2500 psi embedment footing concrete. 9571'y :, B3•iz :r E]rd 4 PacTrust Monument Signs Project Name flan l'jrdred NB Portland, 0R 9721. -54 : :2 SW Sequoia Pkwy., Portland, OR Project # 120858 a � Location MILLER Client Security Signs coc:st Lr ''.c (503)246 -1250 G NFess B CJM Ck'd 6 Date 11/27/12 Page of E Fax: 246 -1395 By 9 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 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. � <(" PROFFs ` CC ' G I N fiF s� cr 72 5- Ti4p • Ft *N , t 0 a JOS£PIA 1W EXPIRES: 12 -31 -201 IS ' PacTrust Monument Signs 130858 �+ Project Name Protect # c�a'a �3 ';'2'2-:.:42 SW Sequoia Pkwy., Portland, OR Location MILLER Security Signs C ?ient _- - =-'*;:-; {503!246 -1253 CJM r�, - , 11/27/12 Z of 3 E^:1 '. e _ _ Fax: 246 -1395 By Ck'd Date Page DESIGN LOADS ' THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY a II WIND DESIGN DATA BASIC WIND SPEED (3 SEC GUST) i 95 MPH IMPORTANCE FACTOR i I = 1.0 EXPOSURE i f B FOOTINGS 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). CONCRETE CONCRETE MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, ACI 318 AND IBC CHAPTER 19. 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. 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 Al23. 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. �� � ¢ � O t N O 7252 E A I ix C /' ' n ti -a EXPIRE 12 -3i -201 : =a� �.a __: r 3_ PacTrust Monument Sias 120858 J .n ,� a rro ec; Name Location Project 4 P , , .,, yr �z - - on SW Sequoia Pkwy., Portland. OR MILLER Cher.; Security Signs co ".s - - - - -z (503)246 -1250 � CJM 11127112 of3 E _ = 9 s Fax: 246 -1395 By Ck`d j elAAN Date Page