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Permit y u CITY OF TIGARD BUILDING PERMIT I COMMUNITY DEVELOPMENT Permit#: BUP2014-00198 T R.;A R O 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 09/25/2014 Parcel: 1 S 126DC04700 Jurisdiction: Tigard Site address: 9575 SW LOCUST ST Project: Double Tree Subdivision: LEHMANN ACRE TRACT Lot: 5 Project Description: (3)wall signs and(1)monument sign. Contractor: VANCOUVER SIGN COMPANY INC Owner: DOUBLE TREE 2600 NE ANDRESEN RD#50 9575 SW LOCUST ST VANCOUVER,WA 98661 TIGARD, OR 97223 PHONE: 360-693-4773 PHONE: FAX: 360-693-2747 Specifics: FEES Description Date Amount Type of Use: COM Class of Work: ALT Type of Const: Permit Fee-Additions,Alterations, 09/25/2014 $256.22 Demolition Occupancy Grp: U Occupancy Load: 12%State Surcharge-Building 09/25/2014 $30.75 Dwelling Units: 0 Plan Review 09/25/2014 $166.54 Stories: 0 Height: 0 ft Info Process/Archiving-Sm$0.50(up to 09/25/2014 $5.00 Bedrooms: 0 Bathrooms: 0 11x17) Value: $11,500 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $458.51 Required: Required Items and Reports(Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 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. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: k / eel, n Permittee Signature: 1/ .---------- Call 503.639.4175 by 7:00 a.m.for the next available inspectio date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application FOR OFFICE USE ONLY M-'' City of Tigard Received D ,>3� � PerrnitNo.: �tJL;�(��7 g 13125 SW Hall Blvd.,Tig d�1� Plan Revtew� �� Phone: 503.639.4171 F d ������g��ggggg Date/B : `%'VIM �'.. halm Other Permit: TIGARD Inspection line: 503.639.4175 Date Read y: furls: ® See Attached Checklist for Internet: www.tigard-or.gov !,1.1 G 19 2014 Notified/Method: ' /�A +fir Supplemental Information ■ P-e /t REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑ New construction Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ® Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. �C1` Valuation: $ ❑ I-and 2-family dwelling ®Commercial/industrial ❑Accessory building ❑Multi-family Number of bedrooms: �j ❑ Master builder ❑Other: Number of bathrooms: '„„ JOB SITE INFORMATION AND LOCATION Total number of floors: 1 Job site address: c 51 S s I!3 Loc.ul.S-t- St New dwelling area: square feet Q City/State/ZIP: -r,o1w��� 4 R ��ZZ Gara e/c a`p°rt area: s uare feet 4 Suite/bldg./apt.no.: J Project name: D0ub i -1-f 6e., Covered porch area: square feet Cross street/directions to job site: Deck area: square feet G c A 611 bac) 4- L oc. .h Other structure area: square feet J REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: 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.: 5)Z/p D L O i 70O equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. Valuation: $ 1/ s-Ov 3 wall c,icJT)6 gild. 1 mot .rvl.ent' si50 , J Existing building area: square feet New building area: square feet ❑ PROPERTY OWNER 21 TENANT Number of stories: Name: Double, -Cc e.e. Type of construction: Address: q s-7c S 1,0 �0 L u st S-. Occupancy groups: City/State/ZIP: `;r-„" A., ©R c 7 Z Z 3 Existing: Phone:( ) � Fat:( 1 New: J APPLICANT 'g CONTACT PERSON Business name:Vancouver Sign Co All contractors and subcontractors are required to be Contact name:Reid Storm licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address:2600 NE Andresen Rd#50 jurisdiction in which work is being performed.If the City/State/ZIP:Vancouver WA 98661 applicant is exempt from licensing,the following reasons apply: Phone:(360)6934773 I Fax::(360)6932747 E-mail:reids @vansignco.com CONTRACTOR Business name:Vancouver Sign Co s Address:2600 NE Andresen Rd#50 Cit /State/ZIP:Vancouver WA 98661 Structural plan review fee(or deposit): Y Phone:(360)6934773 Fax:(360)6932747 Fl S plan review fee(if applicable): CCB lic.:63951 Total fees due upon application: Amo received: Authorized signature: �'!/t'll This permit application expunt ires if a permit is not obtained Print name:Reid Storm Date: within 180 days after it has been accepted as complete. * Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits\BUP-PcrmitApp.doc 03/21/06 440-4613T(I1/02/COM/WEB) _ Front Identification - Illuminated Logo/Letter Set on Background Panel liGeffer . CO_. INC_ DOUB LET REE do IS I11I16I1D1 CHUMMED DUI SIINITIED TOR USE IN CONNECTION WITH D n n 1 I - �^I T WET HIS IN PUNNED A FI IOI IOU 11 MIEFFEM i(Q INC IT IS NOT TO II IENODU(ED(Oh:- l ll f S A OI ETHIO INANNE HIOMN IT KIFFE 40I C IT IS OF III t(D.IN( -<< 2014 KI EFF ER 84 CO 1144C PROPOSED 585 Bond Street-Lincolnshire,IL 60069 • 27'-6" • PHONE:(847)520-1255 FAX:(847)520-1543 A El www.kiettersigns.com BEC cusroMER: Double Tree by Hilton CITY OP TIGARD AUG 19 204 LOCATION: Tigard,OR 13'-7" REVIEWED FOR CODE COMPLIANC$ co OF TIGARD SALESMAN: Mike Mele DESIGNER: KB • p.��{ ��'+ ������I _- Approved: �� BUILDING DATE: 4/28/14 IMAM/ ..- - OTC: �� C�Artwork M : i Pcmit#: )P2 (A (` dsurveR c ® us I Address: E 7 5 p (LC_o�— All boxes checked to Enter Order LISTED suite #S a COMPANION FILES s=" DOUBLETREE B}: Dates ¶ 4 _ A4' 2<. BY HILTON PRODUCTION PROCESSING Kieffer Item# Joh# OFFICE COPY s° 001 — 36.25' 0 -002 — > -003 _ r -004 �-••�• EXISTING LOGO & LETTERS TO BE REMOVED :71— EXISTING 27' ' — _ m t t —/ . Ergs ■ _ v �, I �1- I O Illuminated Logo/Channel Letters on Background Panel Not To Scale Reference Drawing 866561E For Fabrication Specifications y : acac©aa4aa. Tigard OR 866561 9 1 w Individual Illuminated REMOTE Logo/Letter Set & CO_, INC_ DOUBLETREE MIS IS IA Iei111LL1111M1SIM MIKSr1r119 FM 1SE NI[Mrn11N M111A MOW IFIN1 MIMI FIM TN IT OMB A rd IAr.n IS Nor 111E MUM,0119 Sign B Of EXNIIIIEO IN AM EAS1101111110U1 INE MIRIEI OMISSION OF MEM&CIAM. © 2014 KIEFFER 8. CO__INC_ 585 Bond Street-Lincolnshire,IL 60069 PHONE:(847)520-1255 FAX:(847)520-1543 r - www.kieffersigns.com 401-0/1 R: T §, CUSTOMER TigardDouble,OR ree by Hilton SALESMAN: Nike Mele OESIONER:I_ , err DATE: 4/28/14 /� a RI Artwork . . E,Design - .r4 EiSurvey C L VS DOUBLETREE ° All boxes checked to Enter Order LISTED COMPANION FILES 39' 14--""-N. 1 - • - 40 _ 1':•— 30 _r." PRODUCTION PROCESSING I "MA. -• i.• Kiefer Item# r mss= Job# I -001 -002 105' > -003 digdllillkIMINIMIIIIIIIIIIIIIIIIIIIII r. -004 PROPOSED x a N Cs1 T V SW GREENBURG RD. m p Q 0 ❑C I- 0 p 71 CD Illuminated Logo/Channel Letters Not To Scale Z ` Reference Drawing B66561F For Fabrication Specifications EXISTING y Q , i1acaa©aa©aa B66561A Tigard, OR 1111P - ---- Individual Illuminated REMOTE Letter Set IC Wrier & COINC. D 4UB LET RE E THIS IS AN ORIGINAL UNPUBLISHED DRAWING SUIMI11ED FOR USE II CONNECTION WITH A PROJECT BEING PLANNED FOR IOU IN KIEFEEI I(0-INC IT IS NOT TO IE IEPIODUCED,COPIED 01 EIHIIITED IN ANY FASHION WITHOUT THE WRITTEN PEIMISSION OF KIEFFER t(0-IN(. SignD Ec 2014 KIEFFER 8. CO__INC_ 585 Bond Street-Lincolnshire,IL 60069 PHONE:(847)520-1255 FAX:(847)520-1543 PROPOSED www.kieffersigns.com CUSTOMER: Double Tree by Hilton b LOCATION: Tigard,OR . SALESMAN: Mike Mele DESIGNER: KB -IN i 35' . DATE: 4/28/14 .- $ A. , T REQUIRED •Technical Survey ,„ • •Need Porte Cochere Sizes C US 4) I �T O LISTED '¢ ET . [j COMPANION FILES 1r/ r �4 I 1 _ i— DO --— - -----— . w PRODUCTION PROCESSING ime■o► Kieffer Item# 18' „'x` one# .>< -001 16' * -002 li ; 111111 -003 -004 A } Cr — —� iav c\J 4 N IR .. ■- .,-.'"ale.- ..■ -k__ _toil. 100000001111.°11.1.111444111114N 0= , - II Y A� .k it 2 IT...:- - 40 U) O Illuminated Channel Letters Not To Scale EXISTING ' N Q Reference Drawing B66561 G For Fabrication Specifications ��a�a©��©�� B66561D Tigard, OR 4IC) , Kieffer 8: CO., INC. D OUB LET REE THIS is AN OIIGINAL UNPOLISHED DRAWING SUIMI1nD rot USE IN CONNECTION WITH 1 PtOIECI IEIN6 PLANNED FOt YOU IN NOM CO.INC.IT IS NOT TOE IEPIODUCED,C oPIID) Ot ENMIIRED IN ANY FASHION WITHOUT THE WIITTEN MISSION OF LEFFER I CO.INC Silicone seal along upper c 2014 KIEFFER 8. CO -INC- edge of back panel 2.67' > Kieffer to e-drm v4"dla hole 585 Bond Street-Lincolnshire,IL 60069 In top of tube for locating angles PHONE:(847)520-1255 FAX:(847)520-1543 1/4"-14 r 3"self drilling screws www.kieffersigns.com i. - Sign aluminum structure CUSTOMER: Doubte Tree by Hilton ° LOCATION: Tiard,OR i 1' LI'i a SALESMAN: Mike Mete DESIGNER: KB•1 ;a!- . ' ..i . ` 2"x 2"x V4"Steel angle A I DATE: 4/28/14 '"' g Artwork 4 . y °-`<' - Fasteners provided I�Design r c 1441111- '1� �' ,N"j, by installer ° Y1 Survey Y uJ M [8.29' V ��, All boxes checked to Enter Order LISTED 8 ° 4„.„ COMPANION FILES en 2"x2"aluminum tube framed background panel With - With .125 aluminum faces. I-1.1011 - Installer will mount letters and wire. Installation Fall/sign section PRODUCTION PROCESSING Paint to match: SW 6359 Sociable Kieffer Item# . DOUBLETREE, Joh# 3" x 3/8" Kwik Bolt Awl Toggles fasteners -002-003 B Y H I L T O N 5„ Min of 2 per letter 050'(1.3mm)PRE-FINISHED WHITE (127mm) (50.8mm) - -004 ALUM.RETURN. - – - – v I 1 1 I ” Li r 2'-91/2" ' 7'-0 3/4" ' 2'-91/2" a 2 I I 1"(25.4mm)WHITE JEWELITE FOR - 1 I LOGOS 48"(1219.2mm)&UNDER.TO BE USED . • \ I v I 12-7314 ( ) - ' PER MANUFACTURERS RECOMMENDATIONS. Nil .050"(1.3mm)FABRICATED ALUM.RETAINERS ■ A a m : � FOR SETS OVER 48"(1219.2mm)TALL. ! N- � LOGO & LETTER DETAIL SCALE: 3/8" = 1'-0' os3"(1.6mm)PRE-FINISHED WHITE I - ' 0 CAD CUT BACKS. / (2) SETS REQUIRED MFR. AND INSTALL .177"(4.5mm)THK.WRT30 WHITE SG FACES OPEN WITH 1ST SURFACE 3-LAYER DIGITAL PRINTING LOGO UNDER r-0"I2141.6mm: 1ST LAYER-3M IJ3630-20 PRINTED BLACK OPAQUE SEE #B66561F FOR LETTER SECTIONS 2ND LAYER-3M IJ3650-114 PRINTED DT BROWN 3RD LAYER-3M 3619 OVERLAMINENT SECONDARY THROUGH SEALTITE CONDUIT.— � 1000IUUUIOtUtt. ELECTRONIC OR APPROVED EQUIV. L.E.D. COWER SUPPLY WHITE GE ( ) CONTAINED ILLUMINATION TO BE INSTALLED PER WITHIN MANUFACTURER'S RECOMMENDATIONS. 1 II BACKGROUND In 2"x 2"(50.8mm X 50.8mm)GALVANIZED " 4 1/ PANEL MOUNTING CLIPS W/MOUNTING HARDWARE I ,, �AS REQUIRED PER WALL CONSTRUCTION. • o 1 U.L. LABELS REQUIRED Z MINIMUM(2)WEEP HOLES IN LOW POINTS c CO OF EACH LETTER. INSTALL IN ACCORDANCE WfNEC va m LIGHT SHIELD REQUIRED AT EA.HOLE. ‘1aaaa©aa4aa LOGO SECTION UNDER T-0"(2133.6mm) Tigard OR B66561E Ti ga , 0 11C , Individual Illuminated REMOTE Logo/Letter Set White Day/ White Night ' &Geller Co-, INC.D OUB LE T REE 5" 2" THIS IS Al ORIGINAL UNPOLISHED DRAWING SOIWI TED FOE USE IN CONNECTION NM A 13.9' .050"(1.3mm)PRE-FINISHED WHITE PROJECT IEII6IUNNEO FOR YOU IT RIEfFEI l CO.INC.II IS NO TO IF REPRODUCED,COPIED (127mm) (50.8mm) Di ENSUED IN AV FASHION WITHOUT THE WETTER PERMISSION OF IIEEFER A CO.IN ALUM.RETURN. ,� 2014 KIEFFER 8" co_-INC- 3'-0 314" 6'-10" 4'-0 1/2'� �11r .� • r(25.4mm)WHITE JEWELITE FOR .1' f i 585 Bond Street-Lincolnshire,IL 60069 LOGOS 48"(1219.2mm &UNDER.TO BE USED PHONE:(847)520 1255 FAX:(647)520-1543 www.kieffersigns.com .. ' PER MANUFACTURER'S RECOMMENDATIONS. r 050"(1.3mm)FABRICATED ALUM.RETAINERS ' I CuSrDMER: Double Tree by Hilton �, : FOR SETS OVER 48"(1219.2mm)TALL. , LOCATION: Tigard,OR• ,� .063"(1.6mm)PRE-FINISHED WHITE ' - ,; ••:Ike ALUMINUM CAD CUT BACKS. • is SALESMAN: Mike Mele DESIGNER: KB.177"(4.5mm)THK.WRT30 WHITE SG FACES - OPEN 9.17' N WITH 1ST SURFACE 3-LAY /28/14 ERDIG)DIGITAL LOGO UNDER DATE: • - 1ST LAYER-3M IJ3630-20 PRINTED BLACK OPAQUE I. d Artwork • 2ND LAYER-3M IJ3650-114 PRINTED DT BROWN I: g Survey 3RD LAYER-3M 3619 OVERLAMINENT 20"20 SECONDARY THROUGH SEALTITE CONDUIT. - I, 1 ELECTRONIC NI boxes checked to Enter Order LISTED POWER SUPPLY - COMPANION FILES WHITE GE(OR APPROVED EQUIV.)L.E.D. u CONTAINED 71/2" ILLUMINATION TO BE INSTALLED PER WITHIN • T MANUFACTURER'S RECOMMENDATIONS. _� BACKGROUND PRODUCTION PROCESSING 3'-1" _7'-91/4''___ 3'-1" 2"x 2"(50.8mm X 50.8mm)GALVANIZED c In PANEL Kieffer Item# MOUNTING CLIPS W/MOUNTING HARDWARE 13'-11 114" AS REQUIRED PER WALL CONSTRUCTION. Job# • 1 -001 MINIMUM(2)WEEP HOLES IN LOW POINTS U.L. LABELS REQUIRED 0 LOGO & LETTER DETAIL SCALE: 1/4"= 1'-0" OF EACH LETTER. INSTALL IN tea, W,,EC -002 LIGHT SHIELD REQUIRED AT EA.HOLE. -003 (1) SET REQUIRED MFR.AND INSTALL LOGO SECTION UNDER 7'-0"(2133.6mm) -004 . . 3" x 3/8" Kwik Bolt W� � = 5" 2" 5" 2" oM CN.1 Toggles fasteners (127mm) (50.8mm) 99 (127mm) (50.8mm) v .050'(1.3mm)PRE-FINISHED BROWN(PMS 4695C) Min of 2 per letter 4 J ALUM LETTER RETURNS. M C m m 1"(25.4mm)BROWN JEWELITE FOR SETS Y Y 48"(1219.2mm)8 UNDER.2'(50.8mm)BROWN .050"(1.3mm)PRE-FINISHED BROWN(PMS 4695C)ALUM. _ JEWELITE FOR SETS GREATER THAN 48" LETTER RETURNS. (1219.2mm).OR APPROVED EQUIV TO BE USED PER MANUFACTURER'S RECOMMENDATIONS. ' 1"(25.4mm)BROWN JEWELITE • .050"(1.3mm)FABRICATED ALUM.RETAINERS P.T.M. I TOP ELECTRIC OR APPROVED EQUIV.TO BE USED PER = TOP ELECTRIC RETURN FOR SETS T-0"(2133.6mm)8 LARGER. I', fl MANUFACTURER'S RECOMMENDATIONS. pis! SECONDARY THROUGH SEALTITE CONDUIT. - '� ELECTRONIC SECONDARY THROUGH SEALTITE CONDUIT. - 'B ELECTRONIC POWER SUPPLY POWER SUPPLY �((( CONTAINED 063"(1.6mm)PRE-FINISHED WHITE ALUMINUM / CONTAINED CAD CUT BACKS. • WITHIN WITHIN .063"(1 6mm)PRE-FINISHED WHITE ALUMINUM CAD tt I / ', CUT BACKS. 1 f BACKGROUND .177"(4.5mm)THK.WRT30 WHITE SG FACES. BACKGROUND PANEL 191 PANEL .177"(4.5mm)THK.WRT30 WHITE SG FACES. II WHITE GE(OR APPROVED EQUIV.) i' WHITE GE(OR APPROVED EQUIV.) Lo L.E.D.ILLUMINATION TO BE INSTALLED L.E.D.ILLUMINATION TO BE INSTALLED o C c� PER MANUFACTURERS RECOMMENDATIONS. PER MANUFACTURER'S RECOMMENDATIONS. ,� c 2"x 2"(50.8mm X 50.8mm)GALVANIZED 2"z 2"(50.8mm X 50.8mm)GALVANIZED - p MOUNTING CLIPS W/MOUNTING HARDWARE [ MOUNTING CLIPS WI MOUNTING HARDWARE - W a' ■ AS REQUIRED PER WALL CONSTRUCTION. AS REQUIRED PER WALL CONSTRUCTION. _ Lc, U.L.LABELS REQUIRED 1 U.L.LABELS REQUIRED y CC I- o ' MINIMUM(21 WEEP HOLES IN LOW POINTS INSTALL Iwnccor+onr+ce wmec MINIMUM(2)WEEP HOLES IN LOW POINTS TA�"nccono�HCe wMec i ,14:141444114444414:144 OF EACH LETTER. OF EACH LETTER. LIGHT SHIELD REQUIRED AT EA HOLE. LIGHT SHIELD REQUIRED AT EA.HOLE. "DOUBLETREE"LETTER SECTION(WHITE DAY 1 WHITE NIGHT) "BY HILTON"LETTER SECTION(WHITE DAY 1 WHITE NIGHT) B66561F Tigard, OR ' Site Identification - Illuminated Channel Letters 46.67 square feet propoed & c .. 1 O NC- DOUBLETREE IRO IS AN KING PLANNED MIEN S EIEFFE S31117.10 MI USE IN CONNECTION IS WITH A PROEM IFIM6IUMNED fOt YOV IY NIFFfFI I CO.( INC If.IT IS XOI YO If IEIIOOUCFO,(OIIED 01 EN NIIIIED IN III FASHION WITHOUT THE WIITRN IEIAISSIOA Of MIfFFEI I(O_IAC (< 20.14 KIEFFER 8• ■ O_-INC_ - - 23.33'--- - -- —- 585 Bond Street-Lincolnshire,IL 60069 PHONE:(847)520-1255 FAX:(847)520-1543 11 3/8"-� www.kieftersigns.com 16'-10 7/8" I 5'-5 3/4" CUSTOMER: Double Tree by Hilton 1'-101/8" LOCATION: Tigard,OR Indicates Sign Area Not for Manufacture SALESMAN: Mike Mele DESIGNER: KB ® B Y DATE: 4128114 HILT 0 N IDeSgnk M Survey C Id15 us All boxes checked to Eater Order LISTED 0 Illuminated Channel Letters & Logo coMraNIONFILEs SCALE: 1/4" = 1' - ALL ILLUMINATED SIGNAGE REQUIRE THE CLIENTS ELECTRICIAN PRODUCTION PROCESSING TO FURNISH&INSTALL A COMPLETE PHOTOCELL ANDIOR TIME CLOCK Kieffer Item# TO ALLOW SIGNS TO OPERATE AT DESIGNATED INTERVALS. HOWEVER, Job# SIGN SHALL NEVER OPERATE ON A 24/7 BASIS. •001 -002 _ 5" 2" 5" 2" -003 050"(1.3mm)PRE-FINISHED BROWN(PMS 46950) . (127mm) ' i (50.8mm) (127mm) t (50.8mm) -004 1 ALUM.LETTER RETURNS. 1 1"(25.4mm)BROWN JEWELITE FOR SETS ` I—N 48'(1219.2mm)&UNDER.7(50.8mm)BROWN p .050"(1.3mm)PRE-FINISHED BROWN(PMS 46950)ALUM.- o-- JEWELITE FOR SETS GREATER THAN 48' \. 3" x 3/8" Kwik Bolt LETTER RETURNS- cD (1219.2mm) OR APPROVED EQUIV.TO BE USED i y PER MANUFACTURER'S RECOMMENDATIONS. _ Toggles fasteners 1"(25.4mm)BROWN JEWELITE— O .050'(1.3mm)FABRICATED ALUM.RETAINERS P.T.M. .. — gg OR APPROVED EQUIV.TO BE USED PER RETURN FOR SETS 7'-0'(2133.6mm)&LARGER. MANUFACTURER'S RECOMMENDATIONS. Min of 2 per letter � E O63"(1.6mm)PRE-FINISHED WHITE ALUMINUM CAD .063"(1.6mm)PRE-FINISHED WHITE ALUMINUM _ CUT BACKS CAD CUT BACKS. 177'(4.5mm)THK.WRT30 WHITE SG FACES. I 1 .177"(4.5mm)THK.WRT30 WHITE SG FACES. -- el;,. r. SECONDARY THROUGH SEALTITE CONDUIT I _ ELECTRONIC SECONDARY THROUGH SEALTITE CONDUIT. I '-'' ELECTRONIC e ---- — ---- POWER SUPPLY — ————,. — POWER SUPPLY WHITE GE(OR APPROVED EQUIV.) u CONTAINED WHITE GE(OR APPROVED EQUIV.) /// CONTAINED C � L.E.D.ILLUMINATION TO BE INSTALLED I WITHIN L.E.D.ILLUMINATION TO BE INSTALLED WITHIN -° PER MANUFACTURER'S RECOMMENDATIONS PER MANUFACTURER'S RECOMMENDATIONS. ,', BACKGROUND BACKGROUND cri 2'x2"(50.8mm X 50.8mm)GALVANIZED ' — PANEL 2"x 2'(50.8mm X 50.8mm)GALVANIZED -- -- "" -- �, PANEL MOUNTING CLIPS W/MOUNTING HARDWARE MOUNTING CLIPS W/MOUNTING HARDWARE - AS REQUIRED PER WALL CONSTRUCTION AS REQUIRED PER WALL CONSTRUCTION. a) 1 1 L MINIMUM(2)WEEP HOLES IN LOW POINTS U.L.LABELS REQUIRED MINIMUM(2)WEEP HOLES IN LOW POINTS U.L.LABELS REQUIRED O OF EACH LETTER. INSTALL IN ACCORDANCE WmEC OF EACH LETTER. INSTALL 14 ACCORDANCE M C U LIGHT SHIELD REQUIRED AT EA.HOLE LIGHT SHIELD REQUIRED AT EA HOLE. z Y C C "DOUBLETREE"LETTER SECTION(WHITE DAY/WHITE NIGHT) "BY HILTON"LETTER SECTION (WHITE DAY/WHITE NIGHT) ¢44©4©444 444 B66561G Tigard OR ., a ga , 0 410 . : .,_, ..,. ._, _ , , .Monument Sign M-50 & co-, INc- D OUB LET RE E THIS IS AN OIIMINAI UNPUBLISHED BUWIN6 SUBMITTED ION USE IN CONNECTION WITH A PIOIECT IEIN6 PUNNED MI YOU IT NIETFEI A CO_INC.IT IS NOT 101E IEPIODUCED,COPIED OI ENHIIIIED IN ANT FASHION WITHOUT ME MITTEN?EMISSION OF IIEFFEI 1(O.INT ALUMINUM FABRICATED D/F CABINET MAIN CABINET INTERNALLY ILLUMINATED W/GE TETRA DS POWER STRIP ; 2014 KIEFFER 8. Co.-INC. ' 8'-2 9/16" . PAINTED TO MATCH PMS 4695C BROWN. 565 Bond Street-Lincolnshire,IL 60069 4 3/4" [25034mm] ALUMINUM REVEALS PAINTED TO MATCH PHONE:(847)520-1255 FAX:(847)520-1543 [120.6mm 1 POLYCARBONATE SURROUND PMS 583C GREEN. www.kieffersigns.com 8 m E •[14 98mm] WHITE POLYCARBONATE CUSTOMER: Double Tree by Hilton - E ,E _ INTERNALLY ILLUMINATE W/WHITE GE POWER STRIP ALUMINUM FABRICATED BASE oe ibN PAINTED TO MATCH PMS 4695C BROWN. LOCATION: Tigard,DR N° _ —*-E go ci .125"(3.2mm)ALUM. FACE WI ROUTED GRAPHICS Logo All Copy: ALL ILLUMINATED SIGNAGE REQUIRE THE CLIENTS ELECTRICIAN SALESMAN: Mike Mele DESIGNER:1B_ Top view 3f4"Clear acrylic wf 112"projection,Second Surface Diffuser TO FURNISH&INSTALL A COMPLETE PHOTOCELL AND/OR TIME CLOCK DATE: 4/28/14 First Surface Print. TO ALLOW SIGNS TO OPERATE AT DESIGNATED INTERVALS. HOWEVER, SIGN SHALL NEVER OPERATE ON A 24/7 BASIS. IA Artwork Edges to be flame polished. IA Design ESurvey C US PRINTED"SKYHOLE" DETAILS All boxes checked to En1er Order LISTED 1ST SURFACE 3LAYER DIGITAL PRINTING EXISTING GROUND SIGN COMPANION FILES 11 .6 square feet proposed 1ST LAYER-3M IJ3630-20 PRINTED BLACK OPAQUE TO BE REMOVED - 2ND LAYER-3M IJ3650-114 PRINTED DT BROWN w-t - 8'-7 1/8" ` 3RD LAYER-3M 3619 OVERLAMINENT j 2' O' : • .. ' 1 , PRODUCTION PROCESSING `s [2619.6mm] [609.6mm] �,-- 14.} ALL PRINTING IS DONE UTILIZING ,y*'•, `1 ' '' .,.k.! ` .7 ,. • 7 Kieffer Item# _- 8'-2 9/16" _-. ' 3M 1500v2 SOLVENT INKS t,:.; N [2503.4mm] [Z 8"« ::f :. % /,, Tt i„ j Job# _ ( ,.^- [9e.5mm] [2202.1mm] [203.2m03.2mm] M U /8" • T-2 11/16" - , 8"« ] [+ 8 ] �nQ N�� -001 37 ,� , m 203.2mm < 3.25' -002 -003 SlI1F5 'rr -004 iii o E e ` G NN^C $ ::.--1::'. J E �.I ` ^�i 3► 3.58 ' °tea-, .' � �,7 i E GDS ZO E' ~ " N DOUBLETREE N DOUBLETREE _ Ai r BY HILTON V ti— BY HILTON 31/4w 182.6mm] 0 v { 1'-4" Reveal -A [406.4mm] E a? N a ' T N O Front Elevation End View Opposite Elevation TALLER END TO FACE STREET TALLER END TO FACE STREET o (ILLUMINATED ACCENT TO FACE PROPERTY) (ILLUMINATED ACCENT TO FACE PROPERTY) ac©a©aa©aa scale: 3/8"=1'-0" I Tigard OR . B66561 H 9 1 8-11-14 KIEFFER& CO., Inc. Sht. 1 of 3 File: Kieffer1097.mcd Site : Double Tree 9575 S.W.Locust Street Tigard,Oregon 97223 Sign Type: 9'-0"OAH direct bury single pole for 6'-11"x 8'-2 1/2"ID sign with tapered top and sides on a caisson footing.Sign has a 4-7/8"tall illuminated accent across the top and down one side. Drawing No. 1408053 rev.A Design wind load based on the 2010 Oregon Structural Specialty Code(2009 IBC)using Exposure C and 90 mph wind speed. Design Wind Speed: (mph.) V:= 90.0 Importance Factor: I:= 1.00 Based on Category II,Non-Hurricane Prone Regions with V=85-100 mph. Velocity Pressure Coefficient at a Height of Less Than 15', Exposure C : Kz:= 0.85 Topographic Factor: Kzt:= 1.00 Based on 6.5.7.2 Wind Directionality Factor: Kd:= 0.95 Based on Table 6-4 Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V2•I qz= 16.744 Force Coefficient: Cf := 1.80 Based on Figure 6-20 Gust Effect Factor: G:= 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure: (PSF) F:= qz.Cf.G F=25.619 Use: WL:= 25.7 Reference: Manual of Steel Construction,AISC 13th Edition. Tube: ASTM A-500 Gr.B Fy=46.0 ksi.; Fb=30.36 ksi.; Fv= 18.40 ksi. Reference: American Concrete Institute, Code 318.10 Rebar: ASTM A-615 Grade 60 Fy=60.0 ksi. Concrete: 2,500 psi.compressive strength at 28 days. Design Loads at Grade: r�'t�►��O PROfE'rc!' Shear: (lbs.) ShrGrd:_ (9.0.8.60•WL) ShrGrd= 1989.18 #f kr 42807 '11, Oy-. Moment: (ft.lbs.) MtGrd:= ShrGrd. 9 0J MtGrd= 8951.31 2 ONION Design of Pole Structure at Grade: ,c �, Section Modulus of Tube: (in.3) TS 4"x 4"x 1/4"wall - TubeSM:= 3.90 ARO W.. LEV '� Bending Stress: psi. _ MtGrd.12 27542.492 g (p ) fb TubeSM Area of Tube: (in.2) TS 4"x 4"x 1/4"wall - TubeArea:= 3.37 J i ShrGrd �/ Shear Stress: (psi.) fv= fv=590.261 ,� TubeArea fi, fa < 1.00 OK Unity Check-Pole: UCPole:= + UCPole=0.939 30360 18400 8-11-14 KIEFFER& CO., Inc. Sht. 2 of 3 Design of Caisson Footing: Overturning Moment: (ft.lbs.) Ma:= MtGrd Ma= 8951.31 Shear: (lbs.) Va:= ShrGrd Va= 1989.18 Applied Lateral Force: (lbs.) P:= Va P= 1989.18 Allowable Lateral Soil Pressure: (lbs./ft.2 per ft.) LP:= 150 Diameter of Round Footing: (ft.) bl := 2.0 Distance in Feet From Ground Surface h:= Ma h=4.5 to Point of Application of"P" Va Depth of Footing Below Grade: (ft.) dl := 6.0 Allowable Lateral Soil Bearing Pressure Pursuant Si := dl•(LP.1.33) SI =399 to the 2009 International Building Code Section 3 1805.7 and Table 1804.2 with 100%increase for allowable 1/2"deflection at grade. A:= 2.34• A=2.916 (S1.2)•bl d2:= (2111 + h i + 4.36.1 d2= 5.512 < dl =6 OK Check Tensile Stress in Footing: Overturning Moment About Heel Point: (ft.lbs.) Mh:= Ma+ (Va-d1) Mh=20886.39 Treat as a cantilever at bottom. Compressive Strength of Concrete: (psi.) fc:= 2500 Yield Strength of Rebar: (psi.) fy:= 60000 n•(bl•12)3 Section Modulus of Footing: (in.3) Sw:= Sw= 1357.168 32 Allowable Concrete Stress: (psi.) 4Ft:= 0.65. 5•f) 4Ft= 162.5 [(Mh.12)]Tensile Stress in Concrete: (psi.) ft := ft= 184.676 > 4)Ft= 162.5 Sw REBAR REQUIRED FOR STRESS Design of Reinforcing Steel in Caisson: Moment for USD Design: Mu:= 1.7.Mh Mu=35506.863 d:= [(bI.12)•.80] —[(bl.12) _4.o] d=9.2 Mu•12 To Plot for"ju" : coeff coeff =0.084 ju:= 0.85 fc•bl•12•d2 Use yield strength of direct bury tube to check. Yield Strcng-71 of T dot.. (psi.) ,y 46000 8-11-14 KIEFFER& CO., Inc. Sht. 3 of 3 Mu-12 Required Area: (in.2) As:= As= 1.316 ju•fyd•0.90 Reinforcement Requirment: As= 1.316 < TubeArea= 3.37 No rebar required with the direct bury tube. Ouantity of Concrete: (yds.3) CY:= 1121 — 0.332-(d1 —0.25) CY=0.675 4.27 27 Note: Keep bottom of tube 3"from bottom of footing to create concrete cover for water exclusion. ----.''' -: i ELECTRICAL CONDUIT 02',0„ CON PLAN VIEW QTY. CONCRETE: 0.7 CU. YDS. 8'-2j'" SIGN 1 4 7/8" ILLUMINATED ACCENT L J II II II It I II I II if • '1*:.,.#�•• r~�1 ,,4 I) sye..`P. �, SISS% it I li ti II il = SIGN it/I 11 a I•, Hi 0 1 H 1 II I II i II O II I Cr) D ouBLET- , G' II II I II1 II II I [l�r I��II InI ~ M II 3 U E 'u 1 L T O E 1 1�1 I II 0 II II II 1 II II II r 1 u , tII --- ___ -- ----fa 4 TS 4" x 4" x 1/4" •� ASTM A-500 Gr. B EMBEDDED IN FOUNDATION TO ' WITHIN 3" OF BOTTOM TO CREATE 1'-5" /I I I ■ 7\\ - /7/ -// -/)-// - / CONCRETE COVER UNDER POLE. i GRADE X /\ /\ /\ /\ i /\, ° � \ i\ /X /X /\ /\ // / ELECTRICAL \/� d° ° 1 " FOUNDATION DESIGN NOTES: DISCONNECT i 4, ° 1. Concrete shall have a minimum compressive strength ° I of 2500 PSI at 28 days. j____ _� � 2. Caisson footing designed using a soil bearing force A ° d ° of 150 PSF per foot Lateral. If this soil condition PER /\/ ° ° does not exist, it is the Erector's responsibility to LOCAL CODE n ° have a new base designed for the existing soil e d conditions by a Licensed Structural Engineer. W ELECTRICAL ° ° ° ° d Z CONDUIT „ ° ° ° ° DESIGN WIND LOAD: d o Based on the Oregon Structural Specialty Code e d ° I-= Al ° (2009 IBC) using Exposure C and 90 mph wind speed. rD ° ° 86 4 ° ° 10 ° ° O d 1 ° ° ° ° ° 02'-0” CONCRETE ° d ° ° - — (...ci:11� GI N!'iAFf 1 4 4. 13807 ° ° d CAE61lN 3" CLEAR °d ° I ° ° ° \// \ V.1�ic� seat 17. ,9S ��2 d, ` `, ° ELEVATION VIEW 6 A 9'-0" OAH DIRECT BURY CLADDED SINGLE POLE REVISION NAME DATE a !o E 1 e A m FOR DOUBLE TREE ID MONUMENT A �, � i N; N _ $o SITE: Double Tree A � � ›,_ n - 8 K C C 1408053 °N *414!1 ' -- o — Z E -R 9575 S.W. Locust Street a � ��� g r D A Z SHEET 1 OF 1 Tigard, Oregon 97223 A RELEASED FOR PERMITTING J. HOGAN 12 Aug 14 ��_ Z w *c o -- • I SITE PILAN _,.__ _ SAN.CORAL STREET _ _ - Metier I Fri .r ., 8c CO.. INC. DOUBLETREE J ._,.. .101/1111.:4.. •�i;i r llif Jar""!'..: .r ' �1�Jtf0l"• '•-'- nos IS AN OIIGINAL 111?UIl15NFD OAAWIN6 SUINIIiFD fOi USE IN CONNECTION WITH A 1 •• `� - ��fyyy ?INJECT IEING PUNNED FOI YOU II NIEFFEI N CO.INC.IT IS N0110 IE IEPIDDUCED•COPIED �...i<__ _ 2 �� _ __ - . - NN fSMI11iE0IN ANY FASHION WIiX0U1 THE N711iFN/EINIS90N OF IIEFFEI N[41111. P 7. I ' . • ' TJi.4 N t •� <d 2014 KIEFFER 8. CO.,INC_ A '/ I I - 585 Bond Street-Lincolnshire,IL 60069 }/ / _:� .- PHONE:(847)520.1255 FAX:(847)520-1543 l ■ � www.kieffersigns.com ;a 8 r f �� 1 �; CusTDMER: Double Tree by Hilton .• / . ' It '.,pro f - LocanoN: Tigard,OR • I r r ®. �w�w `i Ni p 1 • ' 1- ;',1 NN,a,,,,N„N,N mar.•'r rP1 wta�® i;: NI..r:Y,r of * — v 1 ' SALESMAN: Mike Mele DESIGNER: KB e L. - -- `III_- •` _- I 76.111;------_ mot'-1'-2" '!Iii . •. • -.5 4/28/14 t _ ,iZ t - � 1 DATE: "�` C�Artwork - _ 1 �Y1 Design C o c .', > J1.cus1s1 rortiena c�rX:�nz�,�Dy:, \ 1 `�\\\`,\�`1 \ \ • � +f'' ,1� ! 4y�gL 1 �.�•�1 L1.SUfVey V U1 �V / f 'a\�� \\, + NI boxes checketl to Errter Order LISTED ilik r• .� . _. tr � � \ �a 211.'• 1 .� ��`i + "" -.N.: ` �� /�.:� �7� ,_ ! _ f� ,`` ``� � 8 COMPANION FILES — \� �� \�`� e ♦ PRODUCTION PROCESSING N\ ►` ; . •t_. 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