Loading...
Permit City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT ►1 = Request for Permit Action V 0 D q /e6py 414/-- TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503-718-2439 • www.tigard-or. ov TO: CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermits @tigard-or.gov N6FROM: ❑ Owner Applicant ❑ Contractor City Staff (:heck(✓)one REFUND OR Name: INVOICE TO: (Business or Individual) //f7 '6724 7 y S /_s' Mailing Address: /4)0 t& City/State/Zip: /---/U t/! �f-�l�j a� 9 7 03 Phone No.: 0 3 — — 3 '7 '/3 PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): r CANCEL/VOID PERMIT APPLICATION. ❑ REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). ❑ REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit #: �,�/ O0/- — 60 02 D Site Address or Parcel #: T em e . t11/6'i Project Name: / Subdivision Name: Lot #: EXPLANATION: S/(yam/ /0e72,-1/7 (/p /4:Zr 2 /Al &zje i,e. /°E-12- 6-e9/2-4/ r' SAS - 170/.6 .T?s ✓il I “ rA / S- S Ve/ Signature: �/ � Date: /d/6/7 Print Name: eg-A14 4 br-e 7A/SC Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of: • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 800/0 of the application or permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. Route to S s Admin: Date B Route to Records: Date r Ar� B Refund Processed: Date A/, By :41 Invoice Processed: Date By Permit Canceled: Date D By air Parcel Tag Added: Date By I:\Building\Forms\RegPcrmiu\ction_092314!doc Building Permit Application V 0 1 D /�'/�v//Y 40-/- Commercial nrhT FOR OFFICE USE ONLY r�+ RECEIVED Received City of Tigard Permit No.. Q 9 Eri • 13125 SW Hall Blvd.,Tigard,OR 9722�,, Plan Review ► Phone: 503.718.2439 Fax: 503.598.1e180�� e5 �Q�3 Date/By: 7 �'j1��/��therPermit: Y� TIGARD Inspection Line: 503.639.4175 Date Read :y: 7uris: ® See Page 2 for Internet: www.tigard-or.gov CITYOFTIGARD Noti'e eth.d:lo�i't/ /3 � Supplemental Information i 1 1 _ 1 k �uAA. /7 /q fa-4//0-44-4L/ TYPE OF WORK REQU t)I &TA:1-AND 2-FAMILY DWELLING QI\ ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. , l C/kA``-"`I Indicate the value(rounded to the nearest dollar)of all Addition/alteration/replacement ❑Other: S 1(o it) ,72,4 ykAic, 4 7 . uipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1-and 2-family dwelling .Commercial/industrial Alai Valuation: $ V% ❑Accessory building ❑Multi-family - Number of bedrooms: QD El Master builder ❑Other: 6757,, Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: - Job site address: Or=5(A) u.. s New dwelling area: square feet City/State/ZIP: Ti stn ,n6 t DR Q�--lJaa��1 1T, "Y `,, Garage/carport area: square feet Suite/bldg./apt.no.: ;J�"� Project name: erp1�/LS,SI�,5 V 1-ies Covered porch area: square feet Cross street/directions to job site: C3 Deck area: square feet S L SCAB 10YL18- �•'. � S� �►M (5ka'l Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: l Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. Valuation: $ (pt �'; MA i ) rn nf1.1.1`ni-O t ,S' h e�L i't VI t. l ST7;u� QYl S i511 ,/ s ©a 19" 1 b L06.0 wag S t 1--, Existing building area: square feet � s 1 4) New building area: square feet 15 PROPERTY OWNER ❑ TENANT Number of stories: Name: ../: , • tl►fa 0-1 4,,sU t_.iA .L'_ ' Type of construction: II Address: Occupancy groups: City/State/ZIP: Existing: Phone:( ) Fax:( ) New: 0 APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* `^ (Please refer to fee schedule) Business name: Y 1l[ YCa • 01,7c iix tyll Structural plan review fee(or deposit): Contact name: t_ \04_1.3/ '�� � �j l)s ``� Address: 1 O Ft BQ FLS plan review fee(if applicable): `�v �p Total fees due upon application: City/State/ZIP: v1D�'zX-41 oe_ Q3. �1)a Amount received: Phone:(5070 C • 3'14 3 Fax:: �2, e�5 3 E-mail: PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* 3aule rur.@ rr ,/1i'y�► S J" cow1 Commercial an, residential prescriptive installation of CONTRACTOR roof-top mounte. •.otoVoltaic Solar Panel System. Business name: SQX _ t Submit two(2)sets o- •of plan with connect'• .etails and fire department acces , .long with , 010 Oregon Address: Solar Installation Specialty Co. •.-cklist. City/State/ZIP: fee(includes . .n review $180.00 and a• istrative fees): _ Phone:( ) Fax:( ) State Burch. of permit fee): $21.60 CCB lie.: 1614 t s s �12u Total fee due upon application: $201.60 Authorized signa _` This permit application expires if a permit is not obtained � within 180 days after it has been accepted as complete. Print name:p h 7 lilo ) US Date: J)2//? * Fee methodology set by Tri-County Building Industry Service Board. it _I:\Building\Permits\BUP-COM PermitApp.doc 02/24/2011 440-4613T(I 1/02/COM/WEB) L: .� z VOIP ti 4 0 70 6 / i:�r SITE PLAN SIGNAGE SPECIFICATIONS N■wr-L� CL-42L ` - Manufacture and Install(1)set of Channel Letters A �y „� I # ♦ y E,Dt E5 CL-42L •' -4 (, Manufacture and Install(1)set of Channel Letters .� .ter . , � ES CL-30S If .4.,,-„...4.,,-„..ii Manufacture and Install(1)set of Channel Letters t (. DT MONUMENT SIGN(ES E-1) a», - ,", Manufacture and Install )Monument Sign n `= p e; ��� DIE PYLON SIGN(ES P-60) . At Manufacture and Install(1)Pylon Sign 'f :r - (• DIF DIRECTIONAL SIGN x rt '\��'' Manufacture and Install(1)Directional Sign �p `-.; N ST DIRECTIONAL SIGN • - yra 4 ,�. Manufacture and Install(1)Directional Sign ,. '.' 1 %a Fr _ 1' r., (.�) SIF DIRECTIONAL SIGN s Y J- 7 .'�_ .i y ` Manufacture and Install(1)Directional Sign I E a . 'fi I -1 �1 DIE PYLON SIGN(ES P-60) ';� .' ( 'r 1 �,1 Manufacture and Install(1)Pylon Sign . •- .' "iii,AP i',, -----. '''' ,i,t.. ., a . . ..t„,._ -. 1 S/F DIRECTIONAL SIGN(ES E3) '" ''`" I•G. _ r - Al i s ( " } Manufacture and Install(1)Directional Sign . .` .. tit ,. 4 '. . , . _. _ ., - 6 . (.,:. 74. , .,,.,.,. c... , - _Navt..0010 --- ...,. -_ • • - • • O ,��, I(D = l l _S...., E.: v a r O C ; 1 f"� (vim � • Mt PPAA r§ .. fe 7, 100 I- - Q r' ^ l'i =J. r1 1m� E"-7 �_�_ 11 1u 1,...1 r-r Dee: Prouecl Name: This is an un blishod drawing 04-16-13 EMBAB.V SUITES original pu g Designer Dale Revision Notes DESIGN DRAWI G 1 Of 20 COAST SIGN Scale: Address created by Coast Sign.Inc It submitted NTS 901%1 SW WASHINGTON SQUARE RD Inryoubeing planned n use on coma a by wdha 0®® Request NUmba'r project being Wamlud ror ynh,by coact®l'� D a�: Di y,Stele Sign.Inc.And shall net he reproduced.®�� PRJ-EMST-75256-R1 N C O R P O R AT ED �� TIGARD.OR 97223 used by a disclosed to any firm ` 12.0 west Embassy St.Maiselm,CA 12002 seDo- Client Approval' Dale: c0 poralton fa'any outpost,whatsoever File Locatioo. (7141 S20.9144 FAX Ma)320-S1147 Mark S. without wnlirv.permission. ®== W:IAC[OUnMW11EMBASSY SUI 1F Sh PRJ-EI',IST-75:56 J S. hi i.ii IEMPLAIE VERSION r 1 EXISTING PHOTO-SIGN C PHOTO ENHANCEMENT-SIGN C 4G fr ' '' ' ' • .:.:).!' 5`->sc,)p) ,0 \- .e' r . .a __i I , y a z �4.tl1F� E . a, ,, NOTE: CONCEPTUAL dMMA(E O9NL a VERIFY ARTWORK AND DIMENSIONS , 1)R10/,'„ TO FABRICATION `ry Date: 04-16-13 Project Name:EMBASSY SUITES Revision Notes DESIGN DRAWING 4 0120 COAST SIGN p reatedbyCOastSgn.Inc.lttssubmitted Scale: Atltlress. created M y Coast useln CM Ills sulWitha �.I G4-161:5 Refer to PalM�nEer. k NTS 90W SW WASHINGTON SQUARE RD yO p ) Request Number pro)eot being planned for you by Coast I N C O R P O R A T E D °raw^. Ci,y,Sta,°: sign.Inc.,And shall not be reproduced. PRJ-EMST-75256-R1 JJ TIGARD.OR 97223 used by or disclosed to any firm or „ 1500 W.Dubow M.Anaheim.CA 92002 corporation for any purpose whatsoever File Location: 1714)520.9144 FAX:(114)520-5M1 Sales:Mark S. Client Approval: Data wilhoulwritlen permission. W:I,4000UfltlflrllEMBASSV SUITES1PR.l-EMST-75256 i ti%17 TEMPLATE VERSION 7 0 if DETAIL @ CHANNEL LETTERS 1 B ! LIGHT COLORED BUILDING to l LOGO CABINET: 8"DEEP EXTRUDED ALUMINUM ao'TwcKU°.RETURN / E PAINT FACE OF RETAINERS TO MATCH PMS 3278 GREEN COLOR VARES(SEE SPEOSI 1-ELITE RETAfER. 3TS OM.NON-C(aiROSIVE (SEMI-GLOSS) \' WALLRARDCOANS UCTREG OPER PAINT FILLER&FILLER SIDE OF RETAINERS 313 DARK BRONZE(SEMI-GLOSS). 177'THK.CYRO SGFACES '1":7,777'771 INTERIOR PAINTED with STARBRITE L.E.P. FOSS COL0RTREATMENT GALV BACK 093-TIN(.KU4.CAD M OF 1 {`^. .177"THK.WRT30 WHITE CYRO SG PLASTIC CUT BACKS e P FACES with 1st SURFACE LI 3M 3630-6520 GREEN VINYL BACKGROUND. GELCORE POWER wwTE SEAL.TOHTFROMLETTERBACKS ( P WHITESHO-THRUGRAPHICS. LE.O.t2MODS.PERFr) TO TRANSFORMER BOX , 0 ' IN TRANS SPIN POWER SUPPLY W p' IN NS BOX BEHIND WALL ILLUMINATED with 800mA HI-OUTPUT FLUORESCENT ,';„ ;„'.,,,,,,,,:',,j,` < DAYLIGHT LAMPS. u1„x O ITIP.LTR. _CM U SECTIONS 5"DEEP LETTERS with REMOTE POWER SUPPLIES. .040"THK.ALUM.RETURNS with.063"THK.ALUM. E �� �� CAD CUT BACKS. D RETURNS RB #E CHINA WHITE Q' INTERIORS PAINTED with STARBRITE L.E.P.L. MINT LETTER rrrenlOR 3N)OX wIW PRIMARY web STARBRITE L E P ELECTRICAL MY OTHERS, .177"THK.WRT31 WHITE CYRO SG PLASTIC FACES with 1st SURFACE 3M DN 000215 DARK BRONZE DUAL COLOR VINYL. 1"BRONZE JEWELITE RETAINERS. o LETTHERSS(22)LIAANPIIGHT , `- Q SU SHIELD REQUIRED AT EA HOLE I T E S GELCORE POWER WHITE L.E.D.MODULES(2)PER FOOT. NTS 1--- ---- - VERIFY ACCESS BEHIND WALL BEFORE MOVING 3M 945 FLEXIBLE FACES with 1st SURFACE F2-'TY,.met 71DOPTION 3M 3630-6520 GREEN VINYL BACKGROUND and WHITE SHO-THRU GRAPHICS AT • V •r•• 10'-0"LOGO CABINET ONLY. LETTER DISPLAY ES CL-30S (LIGHT COLOR WALL) SEE LOGO APPLICATION DETAIL. EXTRUDED ALUM CABINET (ALWAYS 313 DARK BRONZE) 3751 DIA NON-CORROSIVE ,o,„...% NTS 1 Y."EXTRIDEDALUM.NET PEER WALL CONSTRUCTION HINGED ACROSS TOP FOR- -� -�- `_=1 SERVICE(PMS 3276 GREEN) _ FOR RIGIDITY RS TODETFIEq- I /EE 1141 CYRO SO FAI:EB.--- TOTAL AMPS CIRCUITS READ 120V,20A SEEPREVIOUSSHEET y SIGN NUMBER A B C D AIM F AREA SQ.FT. Le LT'S L •S . . FORCXMTNEATMFNT OIR"THI(KUM PRE-FIN ( ° ABINET S/C REMO E. I r xrx 1251KUM.ANGLE- ' WHREBACK ES CL-185 18" 101-55/e" 3 " ��I� �� VERTOR NDRIZ.BTIFPENERs 8 I I 1-8/a E 91.2 1.7 A N/A 1 ACROSS r-ABtrET ES CL-24S 24" 13'-11'/2" 11'-3°/1' 51-03/." 31-8" 157.47 MOM= 1.7A . 1 1 " —ES-et-730S _—VGA_"'—'-t 71 SYa" - I 16 a - 1 1 I BWmA DAYLIGHT WAPS-.- II ES CL-36S 36" 20'-11Y%" 16'-4',/,6" 71-03/A" 51-1'/," 343.18 inspazi 2.5A 1 1 ZIE CABINET INTERIOR MINTED ES CL-48S 48" 27'-11" 221-6" 101-0% 7'-1" 628.13 11.7A 7.2A 4.8A 2 2 IN with STARBRITE L.EP 2"02"x.ler ANGLE IRON-.—... U.L.LABELS REQUIRED ACROSS BACK WALL 1nrOALV. i�I�j INSTALL SIGNAGE PER N.E.C. CLIPS ON WALL �.1I NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS PRIOR TO FABRICATION . .cam. . . - Gate: Project N"'EMBASSY unpublished drawing No. Designer Data Revision NOIBB' -��— 04-16-13 EMBASSY SUITES Thus created atsiyn,lna niaRMbmined DESIGN DRAWING 13ot20 COAST SIGN Scale: Address: crea p6 al ueinac.I I is SOnwdha , P.16'3 RNer PaIhMGr. Haled 9U 00 SW WASHINGTON SQUARE RD Request Number protest bong planned for you by Coast I N C O R P O R-A T E D Drown: CllylState. Sgn,Inc.,And shall not be reproduced, _ - PRJ-EMST-75256-R1 JJ TIGARD,OR 97223 used by w disdOSetl W any firm w 4 1666 West Ealbaaq H.McMlrn,CA 92001 Sale°: Client Apporal: Date: 1 corporalal for any pugNOSe whatsoever 5 File Location: •$ (714)520-9144 PAM(714)520-6M1 Mark S. WINOUIwniten POnniKSian. _ 6 W:Account Art1EMBASSY SUITES\PRJ-EMST-75256 // 11 X 17 1EMPLAtE VERS(M • EXISTING PHOTO— SIGN I PHOTO ENHANCEMEN -SIGN R 1 N1BASsy• litit '; ' • 4 t. A I • w MV is3ASE, '. . r • S1II1ES® rl.l 14t t a 4 ti .. . - "i c •-- CROSSROADS ' RESTAURANT&B +.....- i* ..-• .� NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS \ PRIOR TO FABRICATION Data: Project Nama: This is an uri I unpublished y goer D4-10-13 EMBASSY SUITES gtna published drawin No. Designer Date Revision Notes DESIGN DRAWING 10 of 20 Bated by coast Sign,Inc.It is submitted ,g,� Refer to Patnaneer COAST SIGN Scale: Address (w your personal used conionctwn with NTS 9000 SW WASHINGTON SOVARE RD ct being you y - Request Number' proje rgplamedfor by PRJ-EMST-75256-R1 Drawn: city!State Sign.Inc..And shall not be reproduced. t I N C O R P O R A T E D TIGARO,OR 97713 used by or disclosed to any firm a ■ S00- 4rikaael St.AnaMNn,ca To atgn for any purpose whatsoever 5 Flle LocatIon (),11 3]0-alas lOX:(7541 520.sM) Sales:Marks Clisnt Approval: withoutwnden permissavt. s W:`AccountVVt EAteASSV SUiiESPRJ-EMST-7525c 1I M 17 TEMPI/0£VERS.ON • DETAIL @ PYLON SIGN 1 7'-8" 11-10" FABRICATED DOUBLE FACE ALUMINUM CABINET W/ MACHINE ROUTED LOGO & LETTER OPENINGS - PAINT FACE & FILLERS TO MATCH MATTHEWS BRILLIANT METALLIC GOLD 46-400 (VOC 286-400) w/ SATIN GLOSS TOP COAT 42-228 (42-228) PAINT INSIDE OF LIGHTED CABINET W/ LIGHT ENHANCING WHITE N r LOGO DETAILS - 3/4"THICK 7328 WHITE PLASTIC RECTANGLE PUSHED L" ■ THRU ROUTED OPENING W/ 3M#3630-6520 GREEN VINYL COMPUTER i4 CUT OUT REVERSE WEEDED DETAILS APPLIED TO 1st SURFACE gm ROUTED COPY - 3/4"THICK CLEAR PLASTIC POCKET ROUTED AND n ar H D��V SW PUSHED THRU ROUTED OPENINGS - WHITE VINYL OVERLAYS ON I V � J FIRST SURFACE/ SECOND SURFACE DIFFUSER 2 Zum0e NOTE: ROUTED COPY TO BE OUTLINED WITH 1st SURFACE I —J 3630-69 DARK BRONZE VINYL APPLIED TO GOLD BACKGROUND J SIGN FACES INTERNALLY ILLUMINATED W/ 800mA HI-OUTPUT W 7.4 FLUORESCENT DAYLIGHT LAMPS 0 n 3M 3630-69 BRONZE VINYL 'R' MARK/ NON-ILLUMINATED O � 4 CRQ TAGLINE COPY - ROUTED FROM SIGN FACE AND BACKED WITH VI a #7328 WHITE ACRYLIC. ILLUMINATE W/ 800mA HI-OUTPUT in ev • -ESTAU °- A FLUORESCENT DAYLIGHT LAMPS. ,� 21/2"WIDE x 21/2" DEEP RECESS REVEAL BETWEEN BASE & CABINET N W 313 DARK BRONZE SATIN FINISH cam- > FABRICATED ALUMINUM SUPPORT COVER PAINTED #313 DARK tN cWC BRONZE WITH FINE TEXTURED FINISH (SEE SAMPLE) UNDERGROUND ELECTRICAL SERVICE TO SIGN BY CUSTOMER'S ELECTRICIAN. SIGN CONTRACTOR TO MAKE FINAL CONNECTION AS DETERMINED BY LOCAL SIGN ORDINANCES. MI D/F PYLON SIGN (ES P-60) NOTE: CONCEPTUAL IMAGE ONLY �/ SCALE:1/2•=1-o• VERIFY ARTWORK AND DIMENSIONS PRIOR TO FABRICATION Date ProtecINam4: This Is en anginal unpublished drawl No. Designee Date Revision Notes DESIGN DRAWING 19 of20 W.16.73 EMBASSY SUITES glna pu ng g C_ OAST SIGN ctealedhy Coaa10000lnc Ilissufimltted Swt9: Address'. IJ 04.1611 Rater to Pallor-der. Notetl 90005W WASHINGTON SQUARE RD for yourprrsonalusemcon(urx:tial wnha Request Number pm;act 6ping°tanned ro,you 6y�eaet 1 PRJ-EMST-75256-RI N C 0 R P O R A T E D Dr'''' Clty I Stab. Sign,Inr-.,And shall not he reproduced. �� TIGARD,OR 97223 used Cy or tlisGosed to any firm or ,. 1500 Wes1 Embauv N.Anaheimu CA 93103 Saks: Client A cONwratan for any purpose whatsoever 5 Flle LOG�:�!.r (114(520•144 fIi:(114(d]0-3447 Maw S PProvel: DNe' wdhootwnttee pmniss.oe W' ACCOOntWn',EMBA55v SJITES\PRJ-EMST-75256 si I1 01)TEMPLAIE VERSION t 0 • Page 1 of MiALUA)f— 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: EMBASSY SUITES-9000 SW WASHINGTON SQUARE RD.,TIGARD,OR DATE: 08/01/2013 PROJECT#: 3826A ENGINEER: FN CLIENT: COAST SIGN,INC. PAGES: 7-8" ■ 3/8" BOLT TYP. 3/16 • )11■11-1.61 w ■ p (E)6"0 PIPE, t=0.280" O SADDLE THRU BOLT TYP. It ih (E)CONC. "' ''f FOOTING F.0 p ,. •y . 280 � OELEVATION ,� 474'' it" GENERAL NOTES 1. DESIGN CODE:IBC 2009 2. DESIGN LOADS:ASCE 7-05 2, OREGON ct- 3. WIND VELOCITY 95 MPH EXPOSURE C o,a • 4. CONCRETE 2500 PSI MIN. 'y 46- F 3 0,2 \.Q' • 5. PIPE STEEL ASTM A53 GR.B 35 KSI F. S V �0, S 6. BOLTS STEEL ASTM A307 7. LATERAL SOIL BEARING PER IBC CLASS 4(150 PCF) Page 2 of 2 $ULLJJJ. Y 10815 Rancho Bemardo RD.,SD,CA 92127 projectmanager@sullawayeng.com E N G I N E E R I N G Phone:858-312-5150 Fax:858-777-3534 PROJECT: Embassy Suites-Tigard, OR DATE: 8/1/13 PROJ. NO.: 3826A ENGINEER: FN CLIENT: Coast Sign, Inc. PAGES: V2.4 building code; IBC 2009 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-05 F=q, G*Cf*A4 with q„=0.00256KZKZ,KdVI (ASCE 6.5.10 and 6.5.14) Cf= 1.522 (ASCE Fig.6-20) max.height= 12.0 KZ,= 1.0 (unless unusual landscape) 1= 1 for structural category II K= from ASCE table 6-3 Exposure= c Kd= 0.85 for signs V= 95 mph G= 0.85 (ASCE 6.5.8) weight= 0.920 kips s/h= 1.000 Mop= 0.00 k-ft B/s= 0.64 Pole structure height at pressure Wind Loads component section c.g. KZ qn gh`G`Cf Area shear Moment Mw 1 6 0.85 16.69 21.60 92.0 1988 11927 sums: 92.04 1988 11.93 (Mw) k-ft arm= 6.00 for s/h=1,add 10%: x 1.10 13.12 Pu= 1.10 kip M= 13.12 k-ft M=sgrt(Ma2+Mw2) Mu=sgrt(1.2MDL2+1.6Mw2)= 20.99 k-ft • Pole Design section; pipe M„>4 M„ with Mn=fyZ f= 35 ksi $= 0.9 H M„(k-ft) Z req'd.(in) Size(in) t(in) Z USE at grade 20.99 8.00 6 0.28 10.6 Footing Design footprint: round w= 1.3 (IBC 1605.3.2) IBC Table 1806.2,sections 1806.3.4, 1807.3.2 P= 2.58 kip S1 =Sxd/3 A=2.34 x P/(S1 x b) 5= 400 51= 795 d=0.5xA(1+(1+4.36x h/A)A.5) IBC 1807.3.2.1 A= 2.85 footing: 2' - 8" dia. 6' - 0" deep r EXISTING PHOTO— SIGN E PHOTO ENHANCEMENT—SIGN E EMBASSY` - n SUITES r$-- -- • • • • . --,+,- • ., OW . . .. ,, e SUITEe .. 4 (V , 1 1y •,`' __ re NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS • PRIOR TO FABRICATION Data PrgectName: rea'sa" a g „ DESIGN DRAWING 6 of20 oa 16.11 EMBASSY SUITES anginal dished drawl N. Designer Dale Revision Notes COAST SIGN Scab Address ter byCoast us I u submitted conjunction wltnd p4lbtt Refer to PalMnder '- Nl S 9JDD SW WASHINGTON SQUARE RD for berg platy d f y by Coast ' Request Number I N C O R P O R A T ED Drawn. CitylBtate- Sg .Andshall Ina reproduced. PRJ-EMST-75256-R1 '44111111114e �� TIGARD.OR 97223 used by dtscW t y fern or MOW,.wen Embassy St.Anaheim,CA 92502 Sales. Client Approval. pie: Sep, to any pnrpn.n whatsoever 5 File Location 1714)S20-9194 FA%:(riot 000-5Ha Mend S wilhootwnitenperrnission. --- W:tAcwuntW[\EMBASSY SoI7ES1PRJ-EMST-75256 II o 17 TEMPLATE VERSION iii • N. DETAIL @ PYLON SIGN 1 FABRICATED DOUBLE FACE ALUMINUM CABINET W/ MACHINE ROUTED LOGO & LETTER OPENINGS - PAINT FACE & FILLERS TO MATCH MATTHEWS BRILLIANT METALLIC GOLD 46-400 (VOC 286-400) w/ SATIN GLOSS TOP COAT 42-228 (42-228) PAINT INSIDE OF LIGHTED CABINET W/ LIGHT ENHANCING WHITE 7-8" 1'-10" LOGO DETAILS - 3/4"THICK 7328 WHITE PLASTIC RECTANGLE PUSHED —"-------____ THRU ROUTED OPENING W/3M#3630-6520 GREEN VINYL COMPUTER CUT OUT REVERSE WEEDED DETAILS APPLIED TO 1st SURFACE ROUTED COPY - 3/4"THICK CLEAR PLASTIC POCKET ROUTED AND PUSHED THRU ROUTED OPENINGS-WHITE VINYL OVERLAYS ON NI FIRST SURFACE/ SECOND SURFACE DIFFUSER NOTE: ROUTED COPY TO BE OUTLINED WITH 1st SURFACE e- L 3630-69 DARK BRONZE VINYL APPLIED TO GOLD BACKGROUND li a �1--- MM: o3A\20U W 2 _ Q ® SIGN FACES INTERNALLY ILLUMINATED W/800mA HI-OUTPUT �,j 3UJI1']IEE E FLUORESCENT DAYLIGHT LAMPS t N W N 3M 3630-69 BRONZE VINYL 'R' MARK/ NON-ILLUMINATED W 0 O 21/2"WIDE x 21/2" DEEP RECESS REVEAL BETWEEN BASE &CABINET C 313 DARK BRONZE SATIN FINISH 7V FABRICATED ALUMINUM SUPPORT COVER PAINTED #313 DARK r•- � I BRONZE WITH FINE TEXTURED FINISH (SEE SAMPLE) SUPPORTS DESIGNED FOR 30PSF WINDLOAD. UNDERGROUND ELECTRICAL SERVICE TO SIGN BY CUSTOMER'S ELECTRICIAN. SIGN CONTRACTOR TO MAKE FINAL CONNECTION AS DETERMINED BY LOCAL SIGN ORDINANCES. NOTE: CONCEPTUAL IMAGE ONLY E1)DIF PYLON SIGN (ES P-60) VERIFY ARTWORK AND DIMENSIONS! ,,,,,� SCALE 112"=1•-0° PRIOR TO FABRICATION Dale: ,,-,i 2 roect Name sulrES Revision Notes DESIGN DRAWING 15 0120 R- COAST SIGN cr byCoastSap In` 5"bmitted 4 $cak: AJJmsa_ for lueencon bonvnMa 1 1.1 1W-16!3 Reler to PaNtmcer. Ay'� fJatev 9000 SW WASHINGTON SQUARE RD Request Number Coast 2 --'----- Drawn: City I Slate In"c..And shall not be reprodtrnW d '"n-, I N-C O R P 0 N A T E D TIGARD,OR90223 uses Gy or JrcloseJ,n�,y h,m or , PRJ-EMST-75256-R1 1500 Wan Embassy 51.eoelr.lm.CA 92002 Sales. Client A cory y purpose \ (y19)500-9100 0AI(:1)t0)520-5890 Mutt S PPr0val: Date: oraluxt IIX ee whatsoever 5 Flie\AcC05t1 wiDtautwrnten permissial. e W:WccounttAMEIMeASSy SUITES\PRJ-EMST-75256 J 11 011 TEMPLATE VERSION I0 • 1 SITE PLAN SIGNAGE SPECIFICATIONS -.,- t (, ES CL 42L • �„ ,• ,+� „ �J Manufacture and Install(1)set of Channel Letters 40144 i� � " ES CL-42L 4� �� y Manufacture and Install(1)set of Channel Letters ill } I ES CL-30S L '' A - - Manufacture and Install(1)set of Channel Letters 'Ad. C _ l r 0.1 " t D DIF MONUMENT SIGN(ES E-1) 4 ._ F •.-_- Manufacture and Install(1)Monument Sign r r � 14, ..., ^, 1 D/F PYLON SIGN(ES P-60) Manufacture and Install(1)Pylon Sign r ' C D1F DIRECTIONAL SIGN {, 1 - t �r Manufacture and Install(1)Directional Sign •. + • � [ , SW'DIRECTIONAL SIGN ' f V! ,..M F I `/ Manufacture and Install(1)Directional Sign . , ..•„:°. •r.-, .t .,. �'y SIF DIRECTIONAL SIGN) y .t ;;• ; ra -4 - Manufacture and Install(1)Directional Sign Y ;';l" f� y, I I 9 (, � D/F PYLON SIGN(ES P-60) N . I C - Manufacture and Install(1)Pylon Sign gi G 1l \ S/F DIRECTIONAL SIGN(ES E-3) -'1 f1 Manufacture and Install(1)Directional Sign or 7 w AREA MAP e f '°• E F.glom a9 a . a ';06 i .:,._ ik ,i, ,, , F) 71. " '_—,. . i , . o t► 1 I Date Project Name: This,a an on unpublished drawn Re.04-16-13 EMBASSY SLATES original pu g Designee Date Revision Notes DESIGN DRAWING 1 of 2O COAST SIGN created personal Sign.Inc.uissubmitha scale: Address: created personal us n,Inc.II submitted i.l tw-1;,-rl Ralsr u.Pamnnder NTS 9D00 SW WASHINGTON SOLARE RD Request NDmfler' project.ping planned for you by oast PRJ-EMST-75256-R1 I N t O R P O R A T E D Drawn: Cifyr Stave: Sign,Inc.,And shall not be reproduced, 1 °'�!!'t ` Jd TIGARD.OR 97223 used by or disclosed to any fine or - 1500 West Embassy M.Mated ,CA 92002 Sales: Client APOroval' Date: corpolabon 101 any purpose whatsoever ., File Location 17151520-91N FAIT:1,101 520-5/47 Marl.c without writtenpermission. - W.WCGp1nYWrIlEN18ASSY iuITES1PRJ-EMST-75256 /J It.17 IELIPIATE VERSION 7 r. Page 1 of 2 AILLAWAY 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: EMBASSY SUITES-9000 SW WASHINGTON SQUARE RD.,TIGARD,OR DATE: 08/01/2013 PROJECT#: 3826B ENGINEER: FN CLIENT: COAST SIGN,INC. PAGES: 7-8" ■ 3/8" BOLT • o TYP. 3/16 r 4.1E • 0 ■ 2 O OSADDLE THRU BOLT TYP. • (E)6"0 PIPE, Q t=0.280„ \ . > ,� '.( (E)CONC. FOOTING � p - y 2 8"0 1 ELEVATION . -Ck5) ..if 615'' : 4PE GENERAL NOTES 1. DESIGN CODE:IBC 2009 2. DESIGN LOADS:ASCE 7-05 OREGON 3. WIND VELOCITY 95 MPH EXPOSURE C %, ''(/ Na 4. CONCRETE 2500 PSI MIN. Sq 3 0 \'(2' • 5. PIPE STEEL ASTM A53 GR.B 35 KSI F. S '6 6. BOLTS STEEL ASTM A307 7. LATERAL SOIL BEARING PER IBC CLASS 4(150 PCF) Page 2 of 2 r ARLAWAY 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager@sullawayeng.com N G 1 N E E R I N t; Phone:858-312-5150 Fax:858-777-3534 PROJECT: Embassy Suites-Tigard, OR DATE: 8/1/13 PROJ. NO.: 3826B ENGINEER: FN CLIENT: Coast Sign, Inc. PAGES: V2 4 building code; IBC 2009 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-05 F=qn G'Cf'A, with qh=0.00256KZKzAdVI (ASCE 6.5.10 and 6.5.14) Cr= 1.532 (ASCE Fig.6-20) max.height= 13.0 Krt= 1.0 (unless unusual landscape) 1= 1 for structural category II KZ from ASCE table 6-3 Exposure= c Kd= 0.85 for signs V= 95 mph G= 0.85 (ASCE 6.5.8) weight= 0.997 kips s/h= 1.000 MOL= 0.00 k-ft B/s= 0.59 Pole structure height at pressure Wind Loads component section c.g. Kz qh qh"G"Cf Area shear Moment Mw 1 6.5 0.85 16.69 21.74 99.7 2167 14088 sums: 99.71 2167 14.09 (Mw) k-ft arm= 6.50 for s/h=1,add 10%: x 1.10 15.50 Ph= 1.20 kip M= 15.50 k-ft M=sgrt(MDL2+M,„,2) Mh=sgrt(1.2MoL2+1.6Mw2)= 24.80 k-ft . Pole Design section; pipe M„><OM„ with Mn=f Z f= 35 ksi •= 0.9 • H M„(k-ft) Z req'd.(in) Size(in) t(in) Z at grade 24.80 9.45 6 0.28 10.6 Footing Design footprint: round w= 1.3 (IBC 1605.3.2) IBC Table 1806.2,sections 1806.3.4, 1807.3.2 P= 2.82 kip Si =Sxd/3 A=2.34 x P/(S1 x b) 5= 400 S1= 837 d=0.5xA(1+(1+4.36x h/A)A.5) IBC 1807.3.2.1 A= 2.95 footing: 2' - 8" dia. 6' - 3" deep EXISTING PHOTO- SIGN J PHOTO ENHANCEMENT- SIGN J _ .. P ti - ,r '. • t V . lit i 1, .•. ..•,. -. SWIMS .. r !r_ � 47 � iI • Lac ;, 4 ,.''.,,,,!.,A,r;3,1:.:,%"c:2 Y■ '''4' ',,,,Ad...■''.,1 1'..''. . '•*''..., 't lier , P. I ir , .. . . . , .., . ..• . - _ r.•. „:,..„,,,,,,,, ,,.,...•7.., ..F3.,•Ayi l'W•47,:.*Oto.!12"'',..4-.4.,.•.:iy,:IC, 1 - 1 1 ...i it< i y1i>_ y,ti I .y ,4* 2 Y Bk, ,lj le.i1F, . . .. i • t"..- - -ENTRANCE: i y .. a' .w NOTE: CONCEPTUAL IMAGE ONLY VERIFY ARTWORK AND DIMENSIONS PRIOR TO FABRICATION Data: P"'d N""'EMBASSY Is an I un bhshed drawl RI Da-16-13 EMBASSY SUITES a «ga,a w n9 No. Designer ow Revision Notes DESIGN DRAWING 11 of 20 COAST SIGN s- Address: realer by Coast used Inc.unction with , 22 �,&,J RO•f.P II ' NTS 9000 SW WASHINGTON RD for your personal usemconluncbon wMa Realest Number protect berg planned for you by Coast Z I N C 0 R P 0 R A T E S Drog: Cilyls,ata: 3gn.Irc_Mdshallnolbereprodtaed, 3 - _ PRJ-EMST-75256-R1 JJ TIGARD,OR 97223 used by or disclosed to any fern or 4_- 1500 W..t Embassy St.M-Mbn,CA 92002 $alas: Chen'Approval: ; rurporabon for any burps.,wh:lts o-vt r s - File Location. (tla)920-91M FAX:(714)320-5447 Marks ealhoutwntten permission. - ----- --' - WACCODDpotEMBASSy SUITES 1PRJ-EMST-75256 J It k it tEMFUIE VEIts i n/ DETAIL @ DIRECTIONAL SIGN 10' I` ti D/F DIRECTIONAL SIGN (ES E-3) END VIEW 3/a'-1-0 ‘..., / SCALE:3/4"=1-0" FABRICATED DOUBLE FACE ALUMINUM CABINET W/MACHINE ROUTED LOGO&LETTER OPENINGS PAINT FACE&FILLERS TO MATCH MATTHEWS BRILUANT METALLIC GOLD 46-400(VOC 286-400)w/SATIN GLOSS TOP COAT 42-228(42-228) PAINT INSIDE OF LIGHTED CABINET W/LIGHT ENHANCING WHITE LOGO DETAILS-3/4"THICK 7328 WHITE PLASTIC RECTANGLE PUSHED THRU ROUTED OPENING W/3M*3630-6520 GREEN VINYL COMPUTER CUT OUT REVERSE WEEDED DETAILS APPLIED TO 1st SURFACE ROUTED COPY-3/4"THICK CLEAR PLASTIC POCKET ROUTED AND PUSHED THRU ROUTED OPENINGS-WHITE VINYL OVERLAYS ON FIRST SURFACE/SECOND SURFACE DIFFUSER NOTE: ROUTED COPY TO BE OUTLINED WITH 1st SURFACE 3630-69 DARK BRONZE VINYL APPLIED TO GOLD BACKGROUND SIGN FACES INTERNALLY ILLUMINATED W/800mA HI-OUTPUT FLUORESCENT DAYLIGHT LAMPS 11n"WIDE x 1,-v'DEEP RECESS REVEAL BETWEEN BASE&CABINET 313 DARK BRONZE SATIN FINISH FABRICATED ALUMINUM SUPPORT COVER PAINTED#313 DIE.BRONZE WITH FINE TEXTURED FINISH(SEE SAMPLE) TS2'x 2'x.187"STEEL TUBE SUPPORT 9"DIA.x 3'-0'DEEP CONCRETE PIER. FOUNDATION SET 2'BELOW GRADE. SUPPORTS DESIGNED FOR 3OPSF WINDLOAD. NOTE: CONCEPTUAL IMAGE ONLY SIGN CONTRACTOR TO MAKE FINAL CONNECTION AS DETERMINED BY LOCAL SIGN ORDINANCES.UNDERGROUND ELECTRICAL SERVICE TO SIGN BY VERIFY ARTWORK AND DIMENSIONS CUSTOMERS ELECTRICIAN PRIOR TO FABRICATION Data: Protect Name Thu��m•. unpublished mawm lynx 04-16-13 EMBASSY SUITES original pu g No Des Date Revision Notes DESIGN DRAWING 20 of 20 eater by Coast Sign,Inc.I l Is su6mlRed ifititH COAST SIGN 6�" A°° al use inconuncaa+witha „ UL,6,3 R�ar oPa,h,Mae. Not 9000 SW WASHINGTON SQUARE RD your personal Request Number prgect being panned tar you by Coast Drawn CRy/Slate: Sign.Inc.,And shall not be reproduced, , PRJ-EMST-75256-R1 I N C O R P O R AT ED TIGARD,OR 97223 used by or disclosed to any fin,or 4 1500 weal Falba-T St.AnaMlm,CA 92102 DISoI Approval: Dale: corporation for any purpose whatsoever 5 -File Location \ (114)020-9144 FAX:4714)520-2447 Mark S. Pa9va without written permission. n W1Account,Ar11EMBASSY SUITESIPRJ-EMST-75256 / 11 x 11 TEMPLATE-ENn ray: Page 1 of 2 AlitAWAy 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 PROJ ECTMANAGE R @SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: EMBASSY SUITES-9000 SW WASHINGTON SQUARE RD.,TIGARD,OR DATE: 08/01/2013 PROJECT#: 3826C ENGINEER: FN CLIENT: COAST SIGN,INC. PAGES: • 4'-14" ■ /�� 3/8"BOLT TYP. 3/16 • )ILIWA o • O O (E)312/ PIPE, O t=0.203" O SADDLE THRU BOLT TYP. • co A (E)CONC. FOOTING A p \ v. 2-80 1 ELEVATION 0)' PR,.. S �\AG s/°2 GENERAL NOTES � ,•4 1. DESIGN CODE:IBC 2009 • 2. DESIGN LOADS:ASCE 7-05 3. WIND VELOCITY 95 MPH EXPOSURE C %'EGON 4. CONCRETE 2500 PSI MIN. / C' NF 01� yam • 5. PIPE STEEL ASTM A53 GR.B 35 KSI ygFj F 0, \�P _O- 3 6. BOLTS STEEL ASTM A307 7. LATERAL SOIL BEARING PER IBC CLASS 4(150 PCF) • Page 2 of 2 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager @sullawayeng.com . ENGINEERING Phone:858-312-5150 Fax:858-777-3534 PROJECT: Embassy Suites-Tigard, OR DATE: 8/1/13 PROJ. NO.: 3826C ENGINEER: FN CLIENT: Coast Sign, Inc. PAGES: V• building code; IBC 2009 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-05 F=qh"G"Cf'A+ with qh=0.00256KZKrKdVI (ASCE 6.5.10 and 6.5.14) Cf= 1.512 (ASCE Fig.6-20) max.height= 6.0 KZf= 1.0 (unless unusual landscape) I= 1 for structural category II K= from ASCE table 6-3 Exposure= c Kd= 0.85 for signs V= 95 mph G= 0.85 (ASCE 6.5.8) weight= 0.249 kips s/h= 1.000 Mop= 0.00 k-ft B/s= 0.69 Pole structure height at pressure Wind Loads component section c.g. KZ qh qh•G*Cf Area shear Moment Mw 1 3 0.85 16.69 21.45 24.9 534 1602 sums: 24.90 534 1.60 (Mw) k-ft arm= 3.00 for s/h=1,add 10°x6: x 1.10 1.76 Fu= 0.30 kip M= 1.76 k-ft M=sgrt(M,j+M„,2) Mu=sgrt(1.2Mr0L2+1.6Mw2)= 2.82 k-ft • Pole Design section; pipe M >9Mn with Mn=f? f= 35 ksi m= 0.9 H M„(k-ft) Z req'd.(in) Size(in) t(in) Z USE at grade 2.82 1.07 2.5 0.203 1.4 3"dia.,t=0.216",Z=2.19in3 Footing Design footprint: round w= 1.3 (IBC 1605.3.2) IBC Table 1806.2,sections 1806.3.4, 1807.3.2 P= 0.69 kip S1 =Sxd/3 A=2.34 x P/(S1 x b) S= 400 S1= 409 d=0.5xA(1+(1+4.36x h/A)".5) IBC 1807.3.2.1 A= 1.49 footing: 2' - 8" dia. 3' - 1" deep Note: Okay to use 2'-8" dia., 3'-3"deep footing •