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SGN2004-00115 CITY TIGARD SIGN PERMIT . l , DEVELOPMENT SERVICES PERMIT #: SGN2004 -00115 All 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 DATE ISSUED: 6/1/2004 PARCEL: 2S102DD -00100 BUSINESS NAME: CITY OF TIGARD LIBRARY ZONE: R -12 SIGN LOCATION: 13500 SW HALL BLVD JURISDICTION: TIG APPLICANT /AGENT: CITY OF TIGARD BUSINESS TAX NO: SIGN PERMANENT: X FREESTANDING: Y FREEWAY: TEMPORARY: WALL: ELECTRONIC: Y OTHER: BILLBOARD: BALLOON: SIGN DIMENSIONS: 2' 6" X 12' TOTAL SIGN AREA: 30 sq. ft. WALL AREA: sq. ft. WALL FACE (DIRECTION): SIGN HEIGHT: 5 ft. PROJECTION FROM WALL: in. ILLUMINATION: EXT DESCRIPTION OF SIGN: Proposed monument sign for new City library. Sign is 2' 6" x 12'. Total height with base varies but does not exceed 6 feet. Currently placed outside of visival clearance area. If Wall Street is constructed, then will be within visual clearance area. MATERIALS: BRICK /ALUM EXISTING SIGNS: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED: N ADMINISTRATIVE EXCEPTIONS: TOTAL PERMIT FEES: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. 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. , APPROVED BY: C �� t � - D — . PERMITTEE SIGNATURE: DATE: 6/1/2004 Cheryl Clodfelter - RE Tigard Library Page 1 From: "Jon Wiener" <JWiener @srgpartnership.com> To: "Cheryl Clodfelter" <CHERYLC @ci.tigard.or.us> Date: 5/27/04 3:13PM Subject: RE: Tigard Library Cheryl, Yes the dimensions you noted for the western facade are correct. Yes, the total height of the monument sign including the footings is less than 6 feet. The monument sign is set one foot outside of the Public Utility Easement in both directions. Brian Wethington from Greenworks, the landscape architect on the project will send you a drawing showing the location and relation to the visual clearance area. Jon Wiener Original Message From: Cheryl Clodfelter [ mailto:CHERYLC @ci.tigard.or.us] Sent: Tuesday, May 25, 2004 9:44 AM To: Jon Wiener Subject: Tigard Library John, I have taken a look at the sign permit applications for the library. I just have a few questions. From the plans it looks like the western facade has dimensions of 74' x 20' (based on the scale). Is this correct? Based on the sketch for the freestanding sign, it looks like the footing plus sign does not exceed six feet at any point and will not require a building permit. Is the total height under six feet, including the footings? Finally from the site plan it appears the freestanding sign is within the visival clearance area for the intersection of Wall and Hall. Please sumbit a scaled site plan placing the sign outside the visual clearance area. (Chapter 18.795). Please let me know if you have any questions. Thank you, Cheryl Caines Planning Technician CC: "Skip Stanaway" <sstanaway@srgpartnership.com> FROM SAG (THU) 5. 20' 04 14:02/ST. 14:00/NO. 4864409446 P 4 ' . ., SIGN PERMIT APPLICATION CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297 GENERAL INFORMATION Name of Development/Project n ew �l7 H4. FOR STAFF USE ONLY Site 6 Address/ Street Address Permit No.: 5G aoo`r " oo 11 S Location 13 OD sW Hao 131v . Suite/Bldg. # ' City /State Zip Expiration Date: T ateJ t OR '172'23 Receipt #: �' N iH Name Approved By: C . Cce-vY�� Property C i.l e Tbetet4y,i 5 — o — D4 Owner Mailing Addres ��LL uite Map/TL #: a .SI'o. DD — bo 10 D 13125 SW Rill > l , Zoning: 1 ^ I City/State Zip Phone 1 ✓� a� °�7 543 43`t �}l71 Electrical Permit Required? ] Yes ❑ No Tenant or Narrfe� Business T a.v lilt v-a " Building Permit Required? ❑ Yes Ai No Name J Rev. 8/7/2003 i.\curpin \masters\revised \sign permit app.doc Sign JY.L�E w�'t1 St Inc Nit Contractor Mailing Address ) Suite REQUIRED SUBMITTAL ELEMENTS (Prior to permit 2.4 �a issuance, a ti N,W l er (Note: applications will not be accepted copy of all Ci /State Zip phone without the required submittal elements) licenses are . 0 1 2 - 1724 Q 2 required if �� 2 7-74,1 ❑ Completed Application Form expired in the Oregon Const_ Cont. Board Exp. Date City of Tigard's License # 22 Q! Q 2 Copies of Site /Plot Plan, Drawn to Scale database) Jtp� S ' t�4' ❑ Proposed (3 copies, if a building permit is required) P Permanent Freestanding ❑ Freeway size requirement: 8 x 11 ", or 11" x 17" Sign Temporary Nall ❑ Electronic (Check all that ❑ Other ❑ Billboard El Balloon ❑ 2 copies of elevations, drawn to scale aPPIV) New sign? ( copies, if a building permit is required) g ❑ Alter to existing sign? size requirement: 8 x 11", to 24" x 36" Sign Dimensions: Zl at 12. • D t ❑ $31.00 Fee (Permanent sign, any size) Total Sign Area (sq. ft.): 30 SF ❑ $15.00 Fee (Temporary sign, any type) Sign Data Total Wall Area (sq. ft Jurisdiction: ❑ City ❑ Urb (Complete all Direction Wall a (circle one): • items in this e. NOTES: section) E W NE NW SE SW 1 Height to top of sign (feet): it. 4 • Wall signs do not need to be drawn to scale, Projection From Wall (inches): but must include dimensions of wall face and sign placement. Copy: 1 PUBLIC_ lBRAYIL)f n • Wall signs do not require site /plot plans. Materials: kic L ase , ) (A � sir. 4q, Freestanding signs over 6 ft. required a Will sign have illumination'? Yes El No building permit. Type: ❑ Internal !d External • If work authorized under a sign permit has not • Are there any existing freestanding or wall signs at this been completed within ninety (90) days after i location, including wall signs that overlap a tenant space? the issuance of the permit, THE PERMIT WILL ❑ Yes No BECOME NULL AND VOID. I If "yes ", a list or diagram of all sign dimensions and square footage must also be submitted. (OVER FOR SIGNATURES) FROM SRG (THU) 5. 20' 04 14:02 /ST. 14:00 /NO. 4864409446 P 5 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. DATED this day of Mai , 20 0if Ske vi Signatu e of 0 '''er /Agent I V • JON I. Of 503 .222- (117 Contact Person Name Phone No. • • FROM SAG (THU) 5. 20' 04 14:01 /ST. 14:00/NO. 4864409446 P 1 i ARCHITECTURE PLANNING PLANNING INTERIORS a - fr i- - U % ' ir ^ U 621 SW Morrison Street, Suite 200 Portland, Oregon 97205 ��/ gal T : 503.222.1917 F : 503. 294.0272 www.srgpartnership.com MAY Y 2 Ej 2004 CITY OF TIGARD G SR G P A R T N E R S H I P I N C PLANNING E;,;GWEERIIG F A X T R A N S M I T T A L PROJECT NAME: , SRG PROJECT NO.: TT 5 -ZO-0 f _2 TO: FAX NO.: PAGES WITH COVER: - - 5 ® 3 51 (q 5 er YY 1 Cannes eft 0147- Vree.L-■•■ tEder4t. QTY: DATE: DESCRIPTION: ile �( er+MV f o� J H -- _! - _" A s--- fib ' — - - r - ) e J r a. . c,;• - C� u-S Y ---geiftk5 . 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BALLASTS REMOTE I I y b r 10 „ y I I I LOCATORS) O FOR I I ACCESS BOX I I I -I I- -I I - -I 1 I I I I 1 II I 1 I �a a!,!a�i�i�II!:N 11 BRICK VENEER ID SIGN BASE 1 I =1 Nil 11 1 11 1 1 1 I r Mi. FINISH Nom MEM GRADE VARIES EXTENT OF CONCRETE SACK ALL EXPOSED BASE VEN�R SHOWN IGK CO �RETE� GLEAN, I I i I DASHED, TYP. EA. END APPEARANCE -1 _ r I f 7 I I 7 O CAVITY GUARD WEEP I I n 1 I LOCATIONS SHOWN SHADED I L L— (l —J - "N r \\ ® CONCRETE FOOTING AND PROVIDE 8” HIGH x 16" LONG x 4" DEEP \ = - --+t BASE BELOW GRADE EXTERIOR WATERTIGHT AND VANDAL EAST (NEST SIM.) SOUTH (NORTH OPP.) SHOWN DASHED RESISTANT METAL ACCESS BOX FOR INSTALLATION AND AGCE55 TO REMOTE BALLASTS ON EAST SIDE OF BASE ONLY - PAINT P -3 TO MATCH EXTERIOR H.M. DOORS AND FRAMES I" ELEC. CONDUIT - CONNECT TO EXISTING SIGN CONDUIT. PROVIDE 2 - #10, I - #IOC WIRES TO 5W LIGHT POLE 1 ID 5I6N BASE - ELEVATIONS RGO1 SCALE: 3/4" = 1 ARCHITECTURE FUMING INTERIORS NEW TIGARD LIBRARY Date 12 March, 2004 91 SW Morrison Street. lta 200 EXTERIOR SITE ID SIGN PACKAGE Portland, Oregon 07205 Tigard, O on T: 503.222.1917 F: 50329{""2 9 + Revisions Drawing No SRG PARTNERSHIP INC �` Job No. 2216 RGO1 L ._... hull 12'0° "I I Scale: 3 /4" = 1' -0" 1 4. 1 e Except as noted - - - e e 1 I s r 'E • Y t - 2' -6 y e 1 3500 °SW`H BOULEVA-R® % '� 9 Sign is centered on brick clad base — minimum architectura 10dr" / exposed above poured footing. C1-1 Si n Base See l awings of rebar for base anchor details. to be ,. . - N SIDE VIEW ELEVATION - OVERVIEW . r - ZW \ / - — y _ — Sign Contractor to field verify . a a En anchor locations before drilling holes in frame. Thread anchors ' 4 and secure frame placement with appropriate nut and washer. -,_. Rebar / anchors in footing ms 's'° •'` are provided by others - z � a SIGN STRUCTURE is a welded framework of 4" square galvanized steel tube with sharp (not rounded) corners. Sign Contractor must ensure that t wall thickness and general assembly meet UBC requirements, including wind Toad. Provide sufficient weepholes and ensure that mitred corners A -` and other points of attachment in framework are accurately aligned, completely joined, and smooth finished. ..IFS, ..' ,ae, .{ _..-. '„ �"_ »,:., ,. . » 1 : ? .{" 1 ... .,. „- _ ,...c . ltr . ».. • . .,.. , .'m'r... .,. ... �. ,v. ,. ;.., : ,r•.. . :... ., rc. , . } • ,.. -. ... > .'. '� ; .. ,. ._. »,.: �.:., �., of :;... °^7 .a ti �s< - • ': 'z.' E x. ... 1 w,a, ,- ... rc , ,.,,. ..4...' b::: rat ..> ,,... ..y.- ,..:, >4i"?. • e S .^r5, , .d, � rt ,, ...... .>s.- .. ¢.: .... ; . ., _. .. ...: s:...,. : ..:.. :.y 4 A 'fS ?'. _ .. • ., _,. , ,.,. .. � ,:,,:., ...x.:. ,.:. ^ � . . -:. . i s -. .. •„ :.. .:;: : ::., ., Vg-111 ... gq i :; ° rr , . ., ,{ .,,,, ., 4 R 'it 4 :.> . ,... a..< . , x S » . >. ... .. ` ._ . .. ... ,. .:.� .:. ., ._ .. x ., r ..,.t � ... c, ,.. l ': _., YY„ L, f ... ,i rw r. Y.'. .,r „»x .✓ ,,,. „ .. .. .. .. ......r .. ,:. x^: ._ »,. t:. 3 � _ , ;.. .. >E .., aE. ,,.�. h °a -. .,,. - }j ... . ...,, 4. ..., .., c > , .. . ,:.: , .., a , ., -.,,1 9.:. is .. ... r .., rtz .a wY. f rZ ,.. ,1z ..t, .. i..... ,.. ,... G .. :. w.. .. ',n , ... , .f .:fir,, .>, ..a x .. „ .. :.rc. .:� �''' , ,I .....r . ... -.L , a a v ..».. .. .... .:,...,.: : r [. ,.... t "+ttrd ,^ , �.. s�: '•.,a ;� .., _:: ,: , : -- .u.., :... , .. _: - -. .» ,.... ,,. F ».. » , '.. 1 .,,. j.N ..,' >w n. ..r ,,, az ,: �a M high x.5 N thick— , r,a .75 , .. I. , : f. ; .., ” ,:..... r .... ,.,.. z, ,,n 1 .:. t . ` : .v ..,.:.... w », , -. � -.... k �? ..rs J 4,.,,ra' - may .. a > ^s . > ° z 3 high x •25 thick :.. ». = ':. .:v,. �:,�, r., sue.&, . » :�:r; x„. ,� tri�_»x ,>»��� ..:, , Y ;,,mxt» _, w:�. x .�: W H A�L��. 0 UH L E_�/ A �R D . '.: v ... .....e 8"• .., ur H ti -.:x., S'Y "' . '::.� iX. »U °'r � 3.S u' f x, „"X' , »a i z 3 , ` SIGN FACE is three (3) panels of Dibond wrapped 2° at left, right and top edges. Panels are attached to structure with appropriate high- strength contact 1 % %� adhesive (as recommended by manufacturer) at all points of contact. Vandal resistant mechanical fasteners are placed along wrapped edges (top and sides) I for additional security. Dimensional letters and rule area lied to si n face. Sign fabricator to propose appropriate, secure method of fastening. a l e I �3 , ty pp g 9 P P g �, Sign is painted "Graffitti- resistant Silver "; letters are painted "Magnet." i AXONOMETRIC DIAGRAM shows Dibond "wrap" SIGN CONTRACTOR NOTE: This drawing and other sign drawings produced for this project are considered intent drawings. No part has been engineered. and mechanical fastening at left and top edges All stated dimensions and descriptions of materials and their uses are included only as an intention and best estimate of how to proceed. No Scale Some interpretation may be necessary in order to fabricate a finished product. Refer to architectural drawings and specifications. Sign Contractor is required to produce shop drawings and pro stamped engineering drawings. ■ 15'-6° / 14' -3 / / LIGHT FIXTURE, rrP. — ELL IPTIPAR # 3' -2" 8° I' -8" F15I- AXXX- H -01- 2 -O5O, PROVIDE / /--/ MOUNTING HUBS, 5000 °K FLUORESCENT T8 LAMPS, ASSESORIES, ETC. FOR A COMPLETE INSTALLATION O (NOM. LENGTH: 4' @ ENDS 4 3' IN MIDDLE) 1 I RGO1 RG02 ' OPP. AREA OF "EXPOSED' CONCRETE I BASE SHOWN SHADED I 1 1 1 1 I I I I I I I I III I 1 A I !I L. E o � il C �� 1 , ..'_sr -- s . � • i j y4:',0, .'" CE:, "" . '� -.. , .. a rJL�� ' (n / RG01 51 ors _ < j ��1 �� F : N � ,, , ! s [ �j —� RGO 1 SIM. ` y . � .4 _.4 k �. .�� �• L 1 BRICK RIDGE LINE SHOWN GALV. STEEL SPACER ID SIGN AND PLATES - 3 "xI' -2'4" FRAME SHOWN DASHED, TYP. ANCH -1W ®ENDS) DASHED OUTLINE OF ANCHOR BOLT FOOTING ® LOCATION, TIP. RGO1 1 ID SINN BASE ® FLAN Ilk RGOO SCALE: 3/4" = 1' -0" IIP ARCHITECTURE PLANNING NEW TIGARb LIBRARY Dat March, 2004 621 SW Manson Stmt. sWm 200 EXTERIOR SITE ID SIGN PACKAGE Partand, °1e0"" 97205 Tigard Oregon T: 501.212.1917 F. 003784.0272 9 r Revisions Drawing No • RG®® SRG PARTNERSHIP INC M` Job No. 221 L r 7 I N e2 I, E c� a N a ce N C O . 5 C2 C2 W W g 3 m J L w I 1 0 1 ff . ID SIGN SHOWN DASHED _ _ PROVIDE %" 6ALV. NUT AND ~ O g a WASHER FOR SIGN ATTACHMENT oZ ,p a • z Z ht F ° %" DIA. A301 GALV. ANCHOR BOLT Y4" 6A1-V. STEEL SPACER PLATE r;J - SEE PLAN FOR LOCATONS - SEE PLAN FOR SIZES Jr 0 z TOP OF CONC. AT ENDS OF 5I6N LIGHT FIXTURE, TYP. CUT 13 a BASE - SEE I/R6OI FOR DIMS. BRICK AS NECESSARY FOR i RECESSED J -BOX - ROUTE ' CONDUIT IN BRICK CAVITY ce -b. _ '� W S Z I ° 1 SOLID 12" NOM. ANTI - GRAFFITI COATING ON I I HEADER BRICK i = _ 1 "A- 1 ALL EXPOSED SURFACES: FIELD CUT AS I 44 " 1 : I BREATHABLE, PENETRATING INDICATED - 0 r AQUEOUS SILANE 0 SLOPE TO EDGE 11 = 1 SPECIFICALLY FORMULATED en �� 11 = II �, BY MANUF. AS TREATMENT A5 PER PLAN I L -= - J a `�' : Z � • '� " I �� /� DE6USSA F ROTE TG OS - m , � / % (1.41, � ANTI GRA FIT r 4.2 1,1 7/716. " " rANTS , ;1 2 Y RADIUS > " ,' ", • , • -�- BRICK VENEER -MATCH SIZE, COLOR, v v,4 , 44 4 — i 4 � O F BUILDING _ 1 y (2) 4 x CONT. - y'i�` �� �( { ' .. CAVITY GUARD W/ CAVITY GUARD - TYP. ® (2) m A __ � iv I . . A ! WEEPS @ 24" O.G. TYP. - (I) WEEP LOCATIONS z d d 111 I ONLY ON EAST AND WEST FACE • v • ° FINISH GRADE VARIES - N I . .: SLOPE AWAY FROM 5I6N _ , _, , " 1 I I - - a I�I I I — — I I I I � I I — 1 1 " — 1 1 I 1 — I 11 — I 11= 1 I I =III= :I 1 1 11 =1 11 -111_ = __ 1' 4 d ` ° - — 111 — I I I I I - - -- = 111 - 11 111- 111 =T= 111= 111 =11 - I 11ETI = I I E =' 2" G - • I d I 1 =1 I_ -1 11 111 111 =1 i�-Ei T 1 =1 I =11 ITII =1 1_-- 111- 111 111 =1 1 11 .•. - --- 1 11 ........ =111 _ I I_- -III - E1=____-_—::____E_:79 1 —11- 111- 111_.- -111 x-111- 111_— _�_I 1 IE-I 11 =IEI III= 'IL 111 I 1_ _ i�_ 6 - �,�� _ � _ I_�I -1 I I . I I I...I I I I - -_ I - - -„� 5 �� _ - „ - ��.. I =1 I I=111=1e _ . . I . � _ - I i - Pi�3 = � �= I .� I (� �isl► �+I � d °� I' -4a � „� i`LinRH, -1 1 1- i �r n c ...+1 . .. I - 1 A. 1 1 - IL : -'T • e - A v �. ,c " - il k t' ��r — 1=I_11=1 ire 1 • 1 : a a ° d a ° • i► it li iZ ..... � . Alt . •, , w i d 1 • FREE DRAT - 't' - < : : k, .. a 4a d i � A j \ A ; , E ROG K,''TYPo " ..ir C 4- 1x d ° • a d 41, 1. s ► • � .r . .* , ! ' , ' °,�` \`z -'')/ ; ',, , ;-°, , : " ,)-74:,,Orte_y liii !II•I'41 a . (I 6 ' wAIP'v.P.' "im ,',,‘, \\,,,',\•'‘ , , \,\--‘ its VERTICAL to 1511 0.C. = UNDISTURBED SOIL` % '; . ' ALTERNATE HOOk9 E \, \� 4 : , � 'C ' .." VERTICAL BAR BEYOND #4 x fl ® 15" O.G. 1 ID SIGN SASE - SECTION RGO2 SCALE: 1 1/2" = 1' -0" 1 -- APP 2904 11:57AM FROM- T -095 P.002/005 F -919 ^r -r: REQUEST FOR INFORMATIO Loiti HOFFMAN CONSTRUCTION CO. OF OREGON rill 805 SW Broadway, Suite 2100 Portland, OR 97205 TIGA_RD LIBRARY PROJECT RFI # 338 13500 SW Hatt Blvd. Tigard, OR 97223 Sub's RFI # : HCCO Job No. 2130002 Subcontractor: Transmittal Record Attn Firm Sent Received Due HCCo to SRG Bruce Barton SRG 4/7/04 HCCo to SOJ Charlie Bahlman SOJ 4/7/04 SRG to Consultant — n Consultant to SRG SRG to HCCo Dirk Koopman HCCo 4113/04 Subject: J Monument and Site Sign Clarifications Drawing /Spec: PR #20 and 21 REQUEST (Description): 1. At the top of the Monument Sign, Mutual Materials does not make the Norman brick in Inca color as a solid 12" nominal header as specified. Bromley Masonry suggested changing this to roll -lock bond. This, however, will increase the height of the brick and associated concrete by 1 ". Refer to the attached Sheet A. Please confirm that this is acceptable. 2. Please confirm that the attached Sheet B showing the actual location of the Monument Sign is acceptable. 3. Sign #2 shown on the site plan drawing LP -S is located at the new Library entrance off Wall Street that will not be completed until next year after the library is operational. This Sign Type E/B directs people to the "Drive -up Book Returns ". Should this sign be installed now even though the new entrance will not be complete? Should the sign be re- located to an alternative location? Refer to the attached Sheet C. Please advise. Critical to Schedule: [x] Yes [ ] No Cost Impact: [x] No [ ] Yes $ (ROM) Date Reply Required: 4/13/04 Construction Review By: Dirk Koopman RESPONSE [ ] Accepted [ ] Accepted As Noted Below [ ]Not Accepted Design Professional: cc: File Remarks: -- lll � , • _ 9■1- — 0 7 2 � 1/ �,, I ^ o J "i _^i{�� �" i i? PV ",1/''yx, �ifGSt'yr ,ae ;t�1 /i � . ; ,y I ii ra s i i1. / 64- = i C, l iC s i I`�t t i Y =1AnA -� ; �L Ct.ic "� � / - , M p t %v - -g/ 3>'iy Ci ro !c) c i y5 . k...ir -'�_ 9f,,,/' .y,,01,,, , .6,0/,\ k a. t r I ' i 3 Reviewed: • ..roved: .J L( - .7 0 4- Discipline Lead Dare: Design Projeet Manager D are: 4u. r e ) J P 4 +1 • 0 - II � 41 ----7 "1::: i EP 1 -- • \ • L E ‘f E \ E . - • ...,, '. ' ' . \ ` ` ` ok‘'.•.1.', E- (- !! f i O (Yo!!..•,::'' , :!'i , 4 t 71* + •.,. E * E \ 4 - 00 .--, if,,,i311.4 , 6 i i ., ,, ,, 4 4 4 0 C, '... .1■ 00, +i + 4 7 + -..., „ 0.).!(4). Cf..[ --- -- e4;012! + -4N, 4 il ilk N r ,-151 ! .„ j_ WI 4 „IC:X -i-_, rt. ..-k, + +, + itY . _ .___ _____. \r, --- -- 1. .< v ,. —6„;,.. ,..,.,„ . te .,,: . . ii ,- — I * + (..s.*;;? \4?••••:-• 4.- \ + + - + .‘ . + \ , 0 *# (CI ' , 'NN ''''.. \ :Ilk\ i,.. ..i '..'-..‘114;:i':,:;.'...'.114114°..'(:,..'.,.. "'".."."*''''''.\\ -F 2 t + \+ + `, + + \'‘ \ i Aft, V .N •si\ -- fl 4 .,... 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