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SGN2012-00150 CITY OF TIGARD SIGN PERMIT Permit #: SGN2012 00150 COMMUNITY DEVELOPMENT Date Issued: 09/18/2012 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2421 Parcel: 1S136DB02600 Jurisdiction: Tigard Name of Business: McDonalds Business Address: 11201 SW 72ND AVE Applicant/Agent: Brown, Terry Work Description: New wall sign. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 2' x 16'5" Total Sign Area: 33 Wall Area: 752 Wall Face (Direction): West Sign Height: ft. Projection From Wall: in. Illumination: Internal Materials: Alum /steel /acrylic • Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $171.00 Conditions: 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. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. r Approved By: Permittee Signature: , l P�� c�►,�ic III CI TY OF TIGARD RECEIPT 1 3125 SW HaII Blvd., Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 188381 - 09/13/2012 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2012 -00150 Sign Permit - LRP 100 - 0000 -43117 $22.00 SGN2012 -00150 Sign Permit 100-0000-43115 $149.00 Total: $171.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 3366 CCAINES 09/13/2012 $171.00 Payor: Ramsay Signs, Inc. Total Payments: $171.00 Balance Due: $0.00 Page 1 of 1 RECEIVED • Cit of T i 1 T i gard SEP 13 2012 TI GARD Sign Permit Applicatio PLAN h li rEL En5r W_ 1 GENERAL INFORMATION Name of Development /Project {{ II-� FOR STAFF USE ONLY Site M c D 0, Gal di C Address/ Street Address Permit No.: 5 ro iv c�U 1 e -00150 Location 1 L ( -- ) } 5 vJ - 7 a ,-, d ) A pproved By: M � Suite /Bldg. # City /State Zip Date: 9 " /f' /L Name Receipt #: 1 8 5 3 S I Property Skaae + /1004 l■u9 Map /TL #: Owner Mailing Address Suite Zoning: C - C' i3o4 till 4a I 5-4 Allowable Total Area: �Citty /State �, Zip Phone 'a R M t ( 55/01 Electrical Permit Required? N Yes ❑ No Tenant or Name Business MCI1DrotAl..DS Building Permit Required? ❑ Yes R. No Name Rev. 7/1/12 is \curpin \masters \land use applications \sign permit app.doc Sign TkI ASIN1 b {9N CD Contractor Mailing Address 1 Suite gittosE.14Tl Ave. City /State Zip Phone REQUIRED SUBMITTAL ELEMENTS 7 Q b o R M 95a -771-4555 (Note: applications will not be accepted Oregon Const. Cont. Board license » Exp. Date without the required submittal elements) 1314 7 ` 2 " ❑ Completed Application Form Proposed ❑ Permanent ❑ Freestanding ❑ Freeway ❑ 2 copies of site /plot plan, drawn to scale Sign ❑ Temporary M Roof ❑ Electronic (Check all that (3 copies, if a building permit is required) apply) ❑ Wall ❑ Other size requirement: 8 x 11 ", or 11" x 17" El 2 copies of elevations, drawn to scale ® New sign? ❑ Alter to existing sign? (3 copies, if a building permit is required) Sign Dimensions: size requirement: 8 x 11 ", to 24" x 36" Total Sign Area (sq. ft.): 33d ❑ $171.00 Fee (Permanent sign, any size) Total Wall Area (sq. ft.) ❑ $54.00 Fee (Temporary sign, any type) Sign Data tvii tl "If %V :152.w = �� (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N S E IS NE NW SE SW Height to top of sign (feet): 213 r • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): must include dimensions of wall face and sign Materials: Z • placement. Ql,Vyy� I Wee . /1CLidL1C • Wall signs do not require site /plot plans. Will sign have illumination? ( Yes ❑ No • Freestanding signs over 6 ft. required a building Type: ® Internal ❑ External permit. Are there any existing freestanding or wall signs at this location, including wall signs that overlap a tenant space? ® Yes El No If "yes ", a list or diagram of all sign dimensions and square (OVER FOR SIGNATURES) footage must also be submitted. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2421 I www.tigard - or.gov I Page 1 of 2 APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. NOTE: Person specified as "Applicant" shall be designated "Permittee" and shall provide financial assurance for work. * When the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application BY SIGNING BELOW, THE APPLICANT(S) SHALL CERTIFY THAT: • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true, and the applicants so acknowledge that any permit issued, based on this application, and may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving and denying the application. I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. SIGNATURES of each owner of the subject property are required. Appli ant Signature Dat Signature of Owner /Agent Date QJ Rom ib P.g.y W EV3TO v.) Sol-111 4 15gt Contact Person Name Phone No. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2421 I www.tigard - or.gov I Page 2 of 2 • _— - -- t .(H 99) GENERAL NOTES - - —. —_— - ` —.._ 1. MATINS MEN RFDDAMD'S ROAD SON AND ELSE ARE BN THE SIGN _ i/ CONTRACTOR CONDOR MID WIRING An BY THE MEP& CONTRACTOR. . _ _ gyp pACt tC H t' 2 N B" ND MRWG Fo ML D REP SORB ME �_" _ __ —. - -- - 3. ALL DONIWCTORS ARE SPECRKMLY CAUTIONED THAI THE LOCATION ARDi OR _ _ - ELEVATION OF DE MO un1125 AND SIWFACC FE , AS SNOW. ON ' -- ON SG DRAWINGS A1ND FTF1D OBSFRVAPONS CORE SETA _. "--""' _ —_ -- _ _ ._ -- -_— _... \' / .. PPo OeF�OS LOCATIO N i5 !iE MPRON EXACT. ;NE _ N ONTIC THE OOPPOPR TE /WfRY C AID AT -FAST T2 S AJ 9GNACE 5 MWFACiuPED B/ R EWEONTE. MC SOME EXSTMT 0510 I __ C.x/ PnKY wTD FROM STEEl - - — -- _— _ \ \ `'' I MAY BE RE USED Apt TNe FACIItt. CONTRACTOR SHML CONFIRM KL !tW iH DwNER PRIER TO PMCELENT OF THE %NAGE ORDER WDN -- __ IETECTOR LOOPS) TO BE \ �• 6. E PROPOSEO ELECTRIC WPMG /CONOUi FOR UGHT NG ! COMW EOAPON St51EMS ._ _ -- VSTALLED /REPLACED AT EXISTING DANE T ARE SHOWN N SCHEMATIC ONLY. EDAM LOCATIONS SHALL BE DETERIINED N . THRU WINDOWS AS DIRECTED BY ' \..•�.�_ ` ACDORDANCE Ems McD01WD'S ! M AGWIGE WNUFACTUREP'S NS'RUCPDNS - - -. _� _ MCDONALD - S CONSTRUCTION MANAGER r AND ALLOW FOR ONE MOST ECONOIDJL W6TM.LATON - r r r - r 1 J ENE CONTRACTOR SIWL COORDWTE WON ML UMRY COYP.TES TO T ` II I GRAPHIC SCALE R THE EXACT POINT OF SERVICE CONNECTION TO EXISTING UNITES. / % � YELLOW PMNTEO 1 REFEA i0 111E BUILDIIIG ElECi1WCAE MID PTDYBNG 50. SZ S. PER / • THANK YOU j \' \ I I e. RE TO S SHF F ETT mL ANO FoM E f BLE SITE MIS. cMCUnNC. I STRIPE LNES /• I' -- _ I : ... l•J SITE PLAN NOTES W - W1WlE � \ ( IN LR ) III = ALLYPROTRENB CO6RNL0 / FE 1 Inch 20 ft. C aim ®�w�®sl�l� • I Z / \ / / - A - _- __. "___ -_ LONOSCAPE AREA -' CON(�tETE CURIO -,�. -. .. ELST MIO WEST LL REFER DRAWNGS FOR MALT / ` YE / W / 6 XT6 C ONTRACTQ SMALL aErtR To EX C ou ON . o \ \ I I - t nass 10N5 DF IXrt PORCHES. PAINS. CE I DDNN SPW15. PRECSE 9l TEN / — —1 1 - i - FOR Tnt NS. MID EX E X WRONG ENTRANCE LOGTKN6 W TILL) C°NEIRM i•EM I 6 PAINTED A' A e. FOR THE SAWCUT OF CXSTING CONCRETE MO ASPH•LT SURF/CES, PER EXISTING 1� srnl�l l / ,�„ L.. T PLAN. PROMDE CLEN EDGE ! SEM.Wrt ALONG CONNECT°. WRN NNEE AC .'v ' McDONALD'S RESTAURANT . 6• YELLOW PANTED '. _� f .'' N PAVEMENT DISPOSE a uNUSABLE MATERIALS M 000STONCE ./ CPA / "_'_✓ \•� - 'l A,080f S.F. / 1 ( E - 6. NA TH PERMIT. ML SXIE5MKS TO NE CONSTRUCTED PER Cltt /ACE STANDARDS. 7 I (/ I 6 OtiCED i t T. NA IH5 PERMT. THERE SMALL BE NO STEPS AT ACCESSIBLE ENTRANCE DOORS. 0 I / ACCESSIBLE PMMINO ZDNE SAWL:UT ASS REAL•• EXISTING •' C. STN _ M - ' , e. A.:AMMAE AREAS SN4L BE RESTORED TO EXISTING CONDITIONS. 00 BE I ASPLMLI MID CONSTRUCT NEW ASPHALTIC CONCRETE /�. 1 p,.{, E?. A SWEAR N TYPE/DEMLtt, R DSPVLED BY NEw SX:NAGE /WPROVEMEMTS. WHITE PAVEMENT / / PAVEMENT AS REOlW1ED WRN STRIPING, CURB RAMP AND r'A - 9. MSTADA?ION OF I.NDS(APWNG, piNMIERTM EMTMNCE YONUYEMN AEO /Di DORKING (IN) _ ?DA SIGNM{ PER DEENA SHEETS. CONTRACTOR MUST \ D / - IDENTIF. �LTpN Sf1NCE [ONBTWCTION. IF PROPOSED. SMML 9E REVtEWEO et / / \ DEMONSTRAE ADA COIPLMNCE (MAYIMUM 211 SLOPE) I - X18 �- / 1 I� /1 / (( E - $• / r� NE STREET DEPARTMENT FOR SIGHT DSTANCE CONSIDERATIONS NO MKROVED CONCRETE CURB K� 7 E -V OCR TO INSTMIATION OR C°NSIRUCPDN. / l ALL DNECTIDNS WITHIN ACGESSIBIE P11HKN1G LONE S _�_��- ?�• A E• .i1 T '• T ro. NTS PERMIT. A NANO DSTABANCE PERMT MAY BE REDORED. STE PLAN / Y = PAVEMENT y PUT APPRO.. COES NOT RCLUDE APPENNAL OF A LAND OSTURBN CE PERMM, ` .l r _ — �.. _` -a • MARKNG �� l % R 11. OSDL�AROE P9W1. SMALL BE 05CHARGFD AT MN AOEl1WTE NAtuPAL .' = y ���� NE �� . X,6 6 SITE j z wrzR S S EMS. M ccox°uIOE wrt E sAN VRKKDSOw [ S aRM / O / \ \• IS. NAT S PEPrr WTFRM STd1Y WAIFR ']PMNMf CONTRD m TIE FORA a �B / �r O O , \'AD \tti I �II/I - 1.. PRO SID. OF STATION CONTROL SHALL BE INSTALLED AS REQUIRED BT / / , L^ E�R SILTATION CONTROL MEASURES ME REQUITED. / \ l Y � l I 6 RERidILEO TACOMA COPY DMLOPYEM AND /OR DEPARTMENT OF PuR C WORKS, W THE - i �_ ,., \\ \ `\ \ /I ' l // RETIE D(((AA�VJEEE -TNRU - z • � APPl1CIBlF THRE9glD5 ARE MET.\ °� QQNNCC j li fM II15 PEAYI. EO SLOPC SfVLI EXCEED S, wzIWM. / / ASPW1l.T PAVE Q / / % C N. NA MIS RERRAN ALL OSTURED EARTH AREAS NNW SEATTLE COY / RKM -OF -WAY SHALL BE COMOSEFOED. 1 WN11E PM EIEMr / I1. PRb.OE ADEOWTE OFT SHEET PNMMG FOR PTRNETED NT ORDER SE ES. PAANMG ON MDT- SURFAOEp ARus SNIALL BF PRDMBTED R ORDER ro / I MARKING (NP) YELLCIY PAVEMENT / 6 %16 / ">�"x.. ELINNUE THE powwow WIEREBY MID FROM CONSTRUCTION AND EIROYEE / ' -.,' �/, / CON CURB/ , + l - : . : . O• „ -. . '•'• Y NCO pN RSS. DNTD 'HE PAYEMEM CIUSNG HAIAROp,15 RDAOWAY ANp � M. / / i�i N� T PANE VICINITY MAP �° ,'\ / / /;. NEW TRASH `' 7EAOED ARROW NOT 7(1 66.E O F! / _ / :ENCLOSURE /� I� �i PAVING SPECIFICATION f / _ /• / / ,,' �� ��I MMONC. PI(vEE1E 65' FAOM - (MAIN Y 10'DA CCIlAC7ED ABPIYLT n6doE7Q ° ai j M - • i / / PRI MRY COD PAVING TO BE IYPNt, 3101. R OF AN APPROVED CR11511FD STONE / / / / BASE, PLUS 3 NI APPROVED ASPHALTC CONCRETE TOPPING TO ~ / ®/ /' / / / f �// I 6 1 ELLOW PAIN/ / / - .- : - -+ : - • . BE LVD IN lYp 2 UFTS AND ACCORDING TO ODOT SPECi1G1TNR15. a / / TNT 30• . 42.56'.:._ ., _ 1 O b a (STING WINDOW _p BNSHED INKINESS OF PAVING TO BE 11 A MINIMUM a STRV 5 .� ` -. ASPHALT PAVEMENT �� / / / (III - • I REQUIRED. Nl AREAS UNDER BUIDTNG MID PALMING TO BE 'I / WHITE PAVEMEN)�1 • i /// YELLQVA DRIVE T4NU / / ��. -_ " - �!�' _ •� ,� COMPPCTED TO A MINIMUM OF 95% OF YAXWY DRY DENSITY IN q o g o / `., NARKING TYP I�I / �� • �' PAVEMENT uARKINC (Tn� / :: AccoR ASTiI D o69e. r J 1 c ' / �\' I NOTE : Y DONALD'S PRIED MANAGER RESERVES THE / / t X T'NG - 1 BTNT TO REOEST A COPACTMN 7EST AND/OR A COIF $ YELLOW DINE THRO / _- ._ "'-- -.--- - " / �,�� / Mc00NAL0603 L F AUHANT l� SFECF1CAlIOIS, TESTS OL BfBE AT 7HE EOMEENNSE OF O L s AVEMFNi IMRKING (r!P) r // / / Q• _ j K ti� i McDDwD'S O7IERWSE 04 WILL BE OIARFFD. g y j IL o _i>r / / �' / Ca/ L'/ '�.,� // LOT UGHONC RECOMMENDATION Ldij FY d1, \\ /' j . y�- �rEL.Lar atra THRU / y1 i - ;..� ���� li�• / / PAVEMENT MARKING (TYP) / (/� / • O �- \ f • / • , /% O, +. % D+Ie PARKING INFORMATION AW 1 +jW WHITE PAVEMENT \ / �! -\ -\ _ y �! MARKINf. TYP _ L 11.� '' 4a vA� r E Er • VIII• i + N!i WHTE PAVEMENT I �1 C 1 �� 7 MARKING (lYP) `_ ♦R [t R S / 'TN1 Q 6 j� y /�: 0 '� O , / ; UTILITY INFORMATION . T t �+ U / ' tF{ I \ SIZE TYPE LOCATION j +■5 I 5 / / - V . \� \� , / / / / TRAM YIRR I< IOf% 5 $1111 2 / / // / j \\ _ __ i / // ! i"' / / / SI111I1 SWIFTS X K10I X DIMENSION PLAN SCALE 1 =20 ° K x C I E= o DESIGN AND DEVELOPMENT CONTACTS: SITE INFORMATION: / 1 SURVEY INFORMATION N G ~\ a y SIGN LEGEND w ,• 11/4 _ __ 1 • DEVELOPER (2131 LDS UAV, UE BUTAL LOT AREA 3,X 0CRES �/E R�� �'• '0 KIRKL 1 t 3TH AVENUE NE, SUITE t 03 BUILDwG AREA 3,OSOt S.F. 0 IenPOS DWL -,HRG E IE TO DPM aN SEELT sDl ARD i o KIRKLAND. WA 98034 WANIRIIETURER$ MTRLCIAWS Fax FNSTAMTDx. �� CONTACT: ADAM BRANDENBURG S''TE ADDRESS 1 1201 SOUTHWEST 72ND AVENUE PROPOSED FP - 4S RERD BARD. RERR TO DUNE ON SRET sal MO i •'O MARIETUERS WSIRUEIONS NOR RSIAUAION GAIL _ o (425) 242 - 2466 11GARD. OR 97223 FY O�EY II� FA MILD NEl[OE fO111 WEIR. REFER TO OFTM EN BELT Sot 9O . 6� ) ` LEGEND •' CIVIL ENGINEER CORE STATES GROUP TOTAL PROVIDED W /ORIGINAL PLAN 52 SPACES RwEETUISRS NSTRUCDDNS RN MTAUTDIL SEP 3 L am , 50 CRESTWOOD EXECUTIVE CENTER, SUITE 500 TOTAL PROVIDED W /NEW PLAN 45 SPACES 0 RRGV9FD •NP NC MN Tilr TOL RBTR TO SEAN ON EHFET SDI ND a S 5 ST. LOUIS. MO 63126 c CONTACT: PATRICK BENNETT RBTAIAmIL D (� w w WATER w w LOT LICHT �"ro 1 I g d (314) 643 -4320 IUNIRACIOR SHALL VERIFY ALL AIGNAOL WITH OWNER PRIOR 10 �F SUGAR a11NV _ S S . F _ EXISTING ELEVATION (TINS) ',--• / SIC. ORDER REQUEST FORM. AERIFY WHETHER EXISTING SIGNS WILL /1 aFf CITY OF TIGOAD CITY HALL flE RF- USEABLE, fiASE0 ON COTIDTI ON AVD :WNER'S REOUFST ` ,1TY cT ,� � - c- - E _ T5 E _. f _ PRDPQSED ELEVATw �� I � - - 13125 SW HALL BOULEVARD VERIFY SIGN LOCATORS WITH McIONAID'S RFPRFSFNTATWE. N 1aNTGIGI`I -a TIGARD, OR 97223 ��1 PLAN SCALE: 1 " =20' I CONTACT: P - (503) 639 -4171 �: FIOTIFF •mil STREET ADDRESS CONTRACTOR TO COORDNATE WITH MCDONALD•S ACM TO DETERNME \y LO.C1 LOCATION OF PROPOSED MENU BOARDS, CANOPIES, AND \� Ado i 1201 SOUTHWEST 72ND AVENUE p cmioAnoN5 N DNOER TO AVOID FISTING UTILITY CONFLICTS. I OCATIONS TO BE STAKED / APPROVED BY ACM PRIOR TO POIRNG e c, . CRY STATE A • GENERAL NOTE: ` FG NDA,ION6 / 44 °� ON TIGARD 1 OR 6 Q 1 $ y 1 L. STING ASPHALT PAVEMENT TO BE REPAIRED / REPLACED AS �• COUNTM' o - L: RECTED BY MCDONALD'S AREA CONSTRUCTION MANAGER. `Y T n FNTIRF PARKING LOT TO THEN BE SEALED AND RESTRIPED. Er JJASHI N(n'ON _ -- - v ro REGIONAL DWG. NO I NATIONAL NUMBER G /'�A ` e ° ° ' ' z 036-0260 )OOOCX V f. SITE PIA. m v I r /Lf C O/1 , v� 0 ' gh ® 4 4c.5 SF SF C , IMP 11 9 w nLL ..-1 r - __ = a w o AI 1 _- _._'-- ---- mr=== - ICI L- 2 I L" ii A o n TI,) © ` G , ___ " -_ _I 4� _ � S \ / W2..) FREEZER WOMEN'S r : I,, _ EXISTING COLUMN AND � �� s�� w WALL ENCLOSURE TO 11121 -� 1109 REMAIN ; A 0 .. _ - 1 ____. -� ' ALIGN L - RA:H - CIRPI L _�_ J I____ ___... ._ I. I Fe , t 1 \ / �, Iii \ SUPPLY /O C, CLOSET � �i c " "' i (10_6J U 1� ` ddd .10 4 X; . �VA+ 3h 1 • r usrcvER ; I I a_ wszessmams 1'- I SERVICE c � CO ILi . __ 1 =2 7 KING ;. ' N COOLER 1 021 �I VEt� '' I. .; i - „..., �► (N.1 11 I I t- " - - - -- ,. Y dic I „ la 11 111 1 - i E) ISTInG � , IL PREP CET CE $SOB ; O ILL • / i. el o W INFI ^ E'• STING / 1 U ,; �1 Q I CBB i a c ,, ,-;.g 7 1 EXISTING COLUMN I Ik «cal ; O AND WALL ,L i / F I ENCLOSURE TO I i 3 e i F a 4 © UT LI REMAIN } V Bss I 1119.X...4-1 `I _ ,N 1--1 I,ITCHEN ` / yyv/ 4 • Q I u //' 4 ;ICI „ _ ,,; \ \ k e y 4 ° ! _y CO N l e ) e w I CREW POOH I .-8 1/2 ¢ II 8 J j8 � C a 3 5 1 F81 L(7 RE I 1135 PRESENTER ^!/ .' ORDER e .- S .8 ' % -�,' J M --- I - S .vl CI-GEAR _ - _ __ I _ ___ ______ -- I I ��7 ,(ZUr -1 'A o Al 1 0 I. 0 .- --. ( [ .L 13) ' _ ,^ 1,:g3!.11 2 12 v m T -__ w tits JII .. ,111 a -2- � , 6 - �! Irk V WALL LEGEND �/� = .0;:.....4 CI - 111 1:3 El 0 Q 42' -7" EXISTING DRIVE-THRU SPA ING TO 77R (V.I.F.)/ or NEW WOOD /METAL FRAMING G °c g' l_ - l O __ l / r f � S / I NEw CULTURED STONE o C Fi Eg l g a ■ J 2 EXISTING CONSTRUCTIO C 1 FLOOR PLAN re 5 " 3:2$S5 O A1.1 1 / 4 „ = 1' -0 W WI - 1Dc%J / mw► at (A).3) C' a" o Y a ' N \ j uQ SIMPSON GENERAL DOOR NOTES; g J W m i 6 1 STRONG - TIE W I. ALL EXIT DOORS SMALL BE KEYLESS IN THE DIRECTION OF EGRESS. 7. SIGN: MOUNT ONTO DOOR, TO READ 'THIS DOOR MUST REMAIN KEY NOTES GENERAL NOTES '^ a E a r S e U -WC.' J 2. THE OPENING FORCE OF ALL EXTERIOR PUSH /PULL DOORS SHALL UNLOCKED WHENEVER THE BUILDING IS OCCU 1 EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF FINISH UNLESS PIED /DURING BUSINESS V ® 48'0 C NOT EXCEED 8 -I/2 Ins. HOURS.' NEw BRAND WALL . _____ OTHERWISE NOTED. INTERIOR OIMENSIONS ARE TO FACE OF CONT. TOP PLATE STRUCTURAL MEMBER OR STUD Q 3. THE OPENING FORCE OF ALL INTERIOR PUSH /PULL DOORS SHALL DOOR B RE. GYPSUM BOARD. SEE A3.1 FOR EXTERIOR WALL ASSEMBLY NOT EXCEED 5 Ibs. o 2 - ni■ (N LATERAL BRACING TO SPANNING BOTTOM CHORD 0 = THE DOOR SCHEDULE. HAGER 881279 US 26D 4 1 / x 4 / - , / PAIR W 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS AS NOTED ON 1. HINGES: HAGER 881250 US 26D 4 1/2 x 4 1/2 - I PAIR AND FRONT TYPES. SEE / A1.1 FOR INTERIOR PARTITION TYPES. SEE 0 4' -O' O.C. 2 I 2 2 ENTRY EXTERIOR ELEVATIONS FOR WINDOW TYPES Q 1 2. SEE SEPARATE SITE PLAN FOR SIDEWALKS, RAMPS. ETC. STRUCT. CONT 2% FIRESTOPPING AT CEIONC V 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT 2 LOCKSET: HAGER 3115 D/T LE (TYP N (modelled) US 260 '7EA0 BOLT WIiN PULL$ 3, GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT M ABOVE co ) N PINCHING OR TWISTING OF THE WRIST TO OPERPTE 3. WALL STOP: HAGER 236W REAR LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS ~ 4 -0' 0 C' 0. ° 0 . 4. C OAT HOOK BRADLEY 232 ROBE HOOK. INSIIIE FACE OF DOOR AT 48 REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: DOOR FRAME TYPE MATERIAL TYPE REMARKS A F.F NEW CANOPY SYSTEM ABOVE BY OTHERS- TO s z WOOD STUD PARTITION TYPE W FORREST PERMA -SIGN 9292 1ST STREET, BO% 588 g Q SEE A3 3 FOR NOTES -SEE ROOF PLAN FOR DIMENSIONS N , TAG MATERIAL SIZE W CC Q TEE SCHED NEW ROCHELLE, NY 10802 0_ Ln 1/2' GYP BD, CLG AS - A' w 2x4 1 ALUM. 3'- 0 "x7' -0'i1 3/4' A ALUM. A NEw GUARDRAIL. SEE 14/A41 FOR DETAIL$ WWW.FORRESTPERMASIGNS.COM \' 01 1/2" CEMENT SCHEDULED "Al "w 2x4 w /BAIT INS. ANOD.ALUM. 1 2- (800)214 -8765 m ZO 1 - I"� BOARD OR DOOR _ m ROOF LADDER (EXISTING) Q d' v7 4. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER LOCAL CODE. 1 - B• - 4 PLYWOOD BACKUP _ SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR Z '81 "= 2x6 w /BAIT INS. DOOR A w NEw STOREFRONT SYSTEM -SEE A3.1 FOR - �` i EACH SIDE- Q 1. CLOSER: LCN 4021 x 18 1/4 TEMP' ® NOTES SEE ELEVATIONS FOR DIMENSIONS 5. ALL FRAMING LUMBER (SILL PLATES) IN CONTACT WITH CONCRETE w O 9B n V MATCH EXISTING �/ •C- ` 2.8 G GLAZING SLAB SHALL BE PRESSURE TREATED IN ACCORDANCE WITH IBC N > In d 2 FINISHES '.,� 'CI "w 2.8 W /BAIT INS. 2 2 HINGES: OFFSET PIVOT ANSI -A -156.4 GRADE 1, PROVIDE EXPOSED PARTS OF CAST ALUMINUM ALLO, AS SUPPLIED BY DOOR N EW TRELLIS SYSTEM ABOVE BY OTHERS - 6 ADJUST ALL PEDESTRIAN ENTRY /EXIT DOOR CLOSERS TO A Z O! u $ A N BOTTOM 6' OF ��-�/ STUD SPACING. , 6 . OC. MANUFACTURER. N 0 SEE A3.3 FOR NOTES - SEE ROOF PLAN MAXIMUM OF B,SIbs. OPENING FORCE (51bs. AT INTERIOR DOORS). VI" g BACKUP TO BE CO -9 CR HAGER PUSH FLOOR AS 3 PUSH /PULL HANDLE. KAWNEER PUSH/PULL SET r - IN ADDITION, CLOSERS ADJUST DOORS SO THAT FROM AN OPEN A CEMENT BOARD _ SCHEDULED ,64D /V /B. N / �` FOR DIMENSIONS 0 i „ POSITION OF 90'. THE TIME REQUIRED 70 MOVE THE DOOR TO A 2 � � r FO -MIN. 1/2" • ---L - I , - _ H. PANIC HARDWARE: ADAMS RITE MFG CO 8800 SERIES WITH OUTSIDE _ m NEw ALUMINUM TRELLIS 2X8 WALL FASCIA POSITION OF 12' FROM THE LATCH IS 5 SECONDS MINIMUM. N LL-1 O.- S c ABOVE SLAB 0 CYLINDER ON 1, 1A DOOR ONLY (FINISH TO MATCH STOREFRONT ) m ABOVE ‹....° - o �° O DOOR) r •°, SYMBOL LEGEND CO < Q o; g 0 CONT. PRESS. TREATED BOTTOM 0 - 5. THRESHOLD: NATIONAL GUARD PRODUCTS, INC SADDLE TYPE A B A 4- © NEW 20 WOOD FRAMING Q U o PLATE THRESHOLD 325, 36' WIDE . 1/2' RISE (ADA ACCESSIBLE). 1." STILE O PARTITION TYPE TAG SEE 2 /A1.i O - 036 -0260 2 INTERIOR PARTITION 6. WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AT BOTTOM el NEW REINFORCED CMU BLOCK WALL r1 AGAINST FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER S KIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR 7 DOOR TAG - SEE DOOR k HARDWARE CD 0 A '41'1 - 3/4 = 1 -u EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STRIPPING IN DOOR TYPES FRAME TYPES N EW WOOD POST O SCHEDULE ON AI A L1 1 BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. o KEY NOTE 0 0 FLOOR PLAN 0 6 1 S ,c, J 6' 8' ©! ' F ���� IQ 0 T /ROOF CAP ELEMENT ` 7 )SI PO 1 ELEV. r 20' -0" ' I - ' I: Ilia GO T/PA ET, I � \ =. LEv. 7' -11- — — _Ifa111••■■•••••••••■•■••1 ttt ■111•01MININATRRRRRRRRa • E B / ACCENT BANG . \ I= =e L ° i c -[ + nrallL ril -_ I 0 bili 4 - I i 4 �- ^__SS :��._.���..� IBS WMC• o rl � ' 4�� � a• S �s W � _ � tea_ � 1 • I �1 =. -' --4 -. —�' 4TtTT� —4� . lam �1 �� . s ' T� - -- I — . — — ' — N .= �4 T� B /O TLIS m I �� � � .1377.12--. ���. .� �y LEV CANPY + 9' le4REL - _ 11�97_1 . - -- ��� T /OPENING �tL —a-�! _,ct ; BM- : ____ _ — r — .�__ ® q — _ �� _ [] . I V ._t. =.� 17 11 (M � - IMIk C . �Mi ! — ' _ r ONING i iiiim• -... ..--- ..1. I I . 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S 400 CORRUGATED META: BY K UNNUM r 5' REVEL 24 GUGE � N T COU: Q M G CONTACT: SIFFHEY. (800)55B-2162 © NEW STOREFRONT AND CVSING V E � . AO �- LW M A Z g LAO E ("N © MATERIAL IN ARID - COLOR TO MATCH ADJACENT C) Sfi KFY NOTES: © LIGHT D0TURE (ARCADE UGH7 - SEE ELECTRICAL Q M m yam My MIAMI MR I /4 DOOR - PNMT TO V*1 cm* E MEIK LW+ER SUI ER p.... W Q D D OF SURROUNDING WTERW N C� p0.,pk 12 Low FIXTURE (CANOPY LIGHT) - SEE ELECTR.CN CL X M • BIRO IIURDNC �T 1 Dr . BAr� 1f'. O D.STWG BENDING INTERNE T TEMPERED GLASS L./) s9 RRIIIP BA INN METAL SEE COLO LEGEND FORDDEINLORRUO.TED = a 3 RE r m II/NM CMIOPP (COLOR: ELLOA) I� I [TN. MSMRIG \�i .. PRE -46* N1CNDR -TTE FAWN TI ALUYRWM TRELLIS O I AI 2 - PRE-FAB CUSTOM ARCADE FASCN N m ALUMINUM CNO►Y TIE -BACK I!J 6..... AL ® METAL LETTERING - Iry OTHERS © U0 &64 N TRELLIS TIE -BADN Ct O M I X 2 a r ��rM���1� N > �) i' META CO WIG © B I /4 ■. 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U I EA;S ROOF AN;DER 0 A 2 , 2 t - _ A _ _ 1(// Roof Cap Elements (RCE) ""' Everbrite • Identity Systems Division B 4587 Series 43 Front Arcade: 45' -7" A Entry Arcade: 18' -0" Drive Thru Hearth: 9' -10" ' L H cboy •A-u-;s V W 125 I — 38101 Series Front Arcade: 34'-11" Entry Arcade: 18' -0" Drive Thru Hearth: 9' -10" 3692 Series Front Arcade: Y 34' -1 1 " Entry Arcade: 18' -0" RECEVE Drive Thru Hearth: 9' -10" SEP 1 3 2 012 Size: 45' -7" 34'-11" 18' 9' -10" CITY OF TIGARID A 15.67" A 15.67" A 7.39" A 6" PLANNING/ENGINEERING Dimensions: (39.80cm) (39.80cm) (18.77 cm) (15.24 cm) B 45' -7" B 34'-11" B 18' -0" B 9' -10" (1389.38 cm) (1064.26cm) (548.64 cm) (274.32 cm) CITY OF TIGARD Approved [ X] Conditionally Approved [ ] C 5.38" C 7.12" C 3" C 3" For only the work s described in: (3.66 cm) (18.08 cm) (7.62 cm) (7.62 cm) PE NO . described — 00/37/ See Letter to: Follow I ) Jab Ad: Atta fl h ... Yw 7.10 [ X ) Ship Weight: 473 lbs. 352 lbs. 131 lbs. 90 lbs. k Y' dr .. bate : . 9 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877- 430 -7363 www.everbrite.com