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HomeMy WebLinkAbout367 Permit SIGN I J Permit #367 SIGN PERMIT PROPERTY LOCATION: Country Inn & Suites, 1100 Danby Road OF I 7) ..6, AlIrT 18 21 .1_ ,*_, SIGN DESCRIPTION: 4' 3 1 /8" x 5' 10" FREESTANDING SIGN ISSUE DATE: November 7, 2007 SIGN MAY NOT BE ALTERED FROM APPROVED PLANS; ANY CHANGES WILL REQUIRE A NEW SIGN PERMIT ,4(Y BUIL NG INSPECTOR/ZONING OFFICER (607)273-1783 Firwo FOR OFFICE E ONLY PERMIT NO. NOV,_ 6 2007 ISSUE DATE 7 n r " SIGN PERMITAPPLICATION BU `v TOWN OF ITHACA 215 NORTH TIOGA STREET,ITHACA,NY 14850 (607)273-1783 APPLICATION: q Cq FEE-$20.00 APPLICATION FEE AMOUNT RECENED�� ( c PLUS 19.10 $2.00 PER SQUARE FOOT OF SIGNAGE AREA DATE RECEIVED I 19�(o� 1 DATE OF APPLICATION N n U Q Mkki / aoo1 �C 1 r ZONING DISTRICT TAX PARCEL NO. \-31 - L- l APPLICANTRA. &k J AS I Y.1C - PHONE( ) Lcarl V�(01 PROPERTY OWNER Q ,)^11k63 Sh NER'S ADDRESS o 2 C)3 ] . QQA I `cxc r 3 Y , --C) PHONE( ) 061- !- l C�-. LOCATION OF SIGIk‘,0 \VV\ . S‘Q 1010 j \h 'O)0,61-4 1 \OCir- / SIZE OF SIGN: WALL SIGN __J FREESTANDING SIGN Al 3`/€1S'- 10,1 ILLUMINATION \JQ S ATTACH SCALE DRAWING,BLUEPRINT,OR PHOTOGRAPH ACCURATELY REPRESENTING THE FOLLOWING: (1)SIZE OF SIGN;(2)LE G;(3) ()CATION ON BUILDIN (,I ZPREMISF,.S;*SETBACK;(5)NORTH POINT. SIGNATURE OF APPLICANT 4 ` DATE E -r I SIGNATURE OF PROPERTY OWNER 1h:i► DATE k -0 S- 'FOR OFFICE USE ONLY: PERMIT: • APPROVED BY u( Lt , TITL$ GA CSC) DATE I 1(!) 4 DENIED UNDER SECTION DATE ACTION: SIGN REVIEW BOARD DATE DECISION ZONING BOARD OF APPEALS: DATE OF APPEAL DATE OF HEARING DECISION Revised 5/26/04 RA I. AVER TURN/ I I I 5'_10- - I �r�f�•r(�I�tpY r 1-0 7/8•C� Uyr�NV T1��••R - INAV&SUXi W,IIT �"11"•7__..._.._-__ ' ' Boxed SqFt=24.8 TS 2X4X3/16 i I COU *PRY 0 0 0 • 0 0 0 1/2•A325 BOLTS(4 REO'D) I(L UIT S _ ,BY C LSOW 1 1 1 1 1 1 1 BRICK BASE + A Il A I I I (BY OTHERS) B B nimI 0 1 - 1 1 "' I 1 I 1 1 1 , TS 4X4X3/16 f I 1 I I MI I I I GRADE LL D TI 11 II • ' . II-IL D=11 h II-IL Ir II=II 11=1 1 • 1' i t g111 �� D 1 • 1 1k-II 1J111 1 J -n-o-uxILI: 41,1 n 11 11 , .. , u 11=11 II n I =11 " =u11 11=1 a n=B 11 u- I II 11 IL n • II II n 11-f n-oII II 11 11= IL• L T.h11=11 II II 11�00011Z= 1 .ii 11 11=1 .• II 11- 5 II IL=II=11. • .11 1- = all- 1 ll=Q=11=11 41-1T IL 11-11=11-11- II-11-11=11=11= IL=11-11 .11=1 II III =11R I=11=11=111I= 11=11=11=11 I n-U.11-11 ]=C=ILiAL=,, '=11=11=11= • J I1-11=11=11. ''=gll 1 • 111= v 11=11=I1= • 11=11V -11=11=1 . : =11=11V1- Il .11T- •f1111�n. •n=i111 tr=i P. ■ • 1 . 1 1 II- •=1 • 11=• Vl ', • . F ....• • .. . . 0.61 CU.YDS.OF L2._0.. --.i L2.-0•,-] CONCRETE REQUIRED FRONT ELEVATION SIDE VIEW INSTALLATION NOTES: 1. COLUMN/COLUMN FRAME TO BE EMBEDDED AND POSITIONED TO PROPER DEPTH. 2. POUR CONCRETE. 3. ALLOW TO CURE FOR 7 DAYS BEFORE MOUNTING CLADDING & CABINET. 4. ATTACH CLAD FACES TO COLUMN FRAME USING REQUIRED BOLTS. (SHIPPED • WITH COLUMN/COLUMN CLADDING FRAME). 5. REMOVE FACE FROM ONE SIDE OF SIGN CABINET HEAD. 6. POSITION SIGN CABINET HEAD ONTO COLUMN/COLUMN CLAD FRAME, (REVIEW ELECTRICAL INSTALLATION INSTRUCTIONS BEFORE MOUNTING SIGN CABINET). 7. BOLT SIGN CABINET HEAD INTO PLACE USING REQUIRED BOLTS, (SHIPPED WITH SIGN). 8. REPLACE-FACE TO-SIGN CABINET HEAD. ELECTRICAL INSTALLATION INSTRUCTIONS: 1. POSITION CABINET OVER SKIRT AND COLUMN, BUT, DO NOT LOWER. 2. FEED PRIMARY THRU HOLE IN TOP OF MATCH PLATE. 3.FEED PRIMARY INTO JUNCTION BOX MOUNTED TO COLUMN. INSTAL/ATM ADDRESS, 4.INSERT PRIMARY INTO CONDUIT CONNECTED TO JUNCTION BOX AND FEED THRU COUNTRY INN AND SUITES CONDUIT. 100 DANBY ROAD, ROUTE 966 5.TRIM PRIMARY TO NECESSARY LENGTH TO MAKE CONNECTION. I 1100 NY 6.MAKE ELECTRICAL CONNECTIONS TEST LIGHT SIGN. REPLACE JUNCTION BOX COVERS. MOM 7.ATTACH PYLON HEAD. THE INSITE GROUP 8. TOUCH UP SIGN AND CLAD MATH PAINT PROVIDED, CLEAN SIGN AND 7675 OAK RIDGE HIGHWAY FACES. KNOXVILLE, TN 9.CLEAN JOB SITE OF ALL INSTALLATION DEBRIS. - IiSiteGroupI = 1.110.1.4 �. .. .. - WT. 1 w. TMD W1C 50222 OF DAZE: B,e.wq IMi*r. 2 10/29/07 6300054 L. ez VER • NR ( . BBYICKOIERBASE6) __ : :::, . � GRAD E � I II N IIII II II II III. Il�lly R 1 •� L11 1f T -M I-2'-3.-1 P-4'-6'.--1 SEE REBAR SCHEDULE 1.31 CU.YDS.CF CONFAETE.RECIIRED OPTIONAL SPREAD FOUNDATION REBAR SCHEDULE eo NOT I1ED MDR . SPREAD FOUNDATION 3'Mw.COVER PLACEMENT SIZE SPACING QUANTITY LONG BOTTOM STEEL f4 10' 3 LONG TOP STEEL 14 10' 3 BOTTOM CROSS STEEL f4 1ER 3 TOP CROSS STEEL f4 18' 3 PARBW LAR GISt SHALL BE TANDY TO PROMDE SI6T1aFM PREHEAT OF THE floes- ELEMENT FOR 111E SOMONESS OF THE Mat.OIHERNSE.USE 5/16'Ma elm NOTES: l'-O' PUTS ro rvsc 1. Design is based on 90 mph 3 second gust 3 Is design wind speed per NYSBC 1999. Exposure C. 10' SLAT THK STEEL 2. Spreade foundationl analysis-is•eased-min- imumon P pIAIE o uafe2000 soil beaCaissog pndae is e of a esl. Caisson so foundation is of 30 on a safe loteof soil bearing pressure EL CII HOLE FOR of 300 psf per footle depth.in Soil report was I ELECTRICAL not furnished. Allowable bearing pressure should be verified prior to placement of concrete. wre Do not place foundation in fill. �Z 3. Concrete shall be mixed to attain a minimum compressive strength of 3000 N TS 2X41I3/16 psi in 28 days. 5/B-DIA HOLES 4. Support members shall be free from FOR 1/2'DIA BOLTS defects and shall meet ASTM A500 grade B with a minimum yield strength of 46000 psi for tube. Plate and SECTION A—A angle shall meet ASTM A36. 5. Structural bolts shall be A325 zinc coated unless otherwise noted. 6. Anchor bolts shall be cut from A36 round stock. Exposed surfaces shall be galvanized or coated to prevent corrosion. 7. All voids between column base plate and foundation surface shall be 1'-0• PLATE To THINE completely filled with high strength, TACK 1/2-NUT J la non-shrink grout. TO PLATE 8. Welds shall be made with E70xx (TB') 10- 3/8-INK STEEL electrodes by persons qualified in I' PLATE accordance-with AWS standards within the post two years. 9. Steel reinforcing hors shall conform to 1'DIA HOLE FOR ASTM 615 grade 60 with deformations in - ELECTRICAL accordance with ASTM A-305. Welding of reinforcing bars is prohibited. i 1-1n 10. This design is intended for use at the address shown below and should not be IS 4%4%3/16 used at other locations unless deemed suitable by a competent Professional Engineer. 5/B'01A HOLES FOR 1/2'CA BOLTS SECTION 0—B INSTALLATION ADDRESS, COUNTRY INN AND SUITES 1100 DANBY ROAD, ROUTE 96B ITHACA, NY cuwr: THE INSITE GROUP 7675 OAK RIDGE HIGHWAY KNOXVILLE, TN I iSiteGroupl =' • f11T. eT: Project Number: 2 TMD CIS0222 or SATE omen.N,.ne.: _.. . . .. . 2 10/29/07 0300054 - j i',;'Nip !4'Stei Q'-� 'JP/ �+1 ; ` g+� '+ tth fiats..-- ', 1(..\‘. . Il / A I La fr.. ...-:•"11 • ,, .I.• / A1PPR . . \11-LPirlr‘ 'iP.t- .i _ , - LINE Mouitable Curb From r Corner of Par{ng Lot 501 . A r i, End •• to Dempster Enclosure , k i / VVali< �' rr ; �• . I 4$ /Ifj / > -...- I wool' 1 R=5 wow Cuh�ert; See Cr `/ i �� �. Drawings , , r i ' r ' R=6 T o�.Oo' r R=15' r f -- h o -�' - `Typ 16t o PRCPOS r - - , EGRESS• TO �/VT eR 12 E e , , , Pl?C� Q 55,84' O.C. — O' — - ' ! 0 r LT 3 I �� r O.C. Transformer See j - !/ LT 'F' �r r Civtl Drawings ' Future VVa it LT 1 - I!' (ID 7Q�r', O --- HIGHWAY AAp/ jF } , 588 AICeCUf/&f`- ?$6.37; 194..'9' r S H, No. 50 R34.ION 11 f I. S _ Drawings ��Jy 'fit ' + f/Lf !Yo P Arc, 43 s rt 6'1 �?• U7 �_�`�— it... A.H. 0. S R=34' R=34' 4i r'i,.. Ia. �� mu r 3 0.00 L 1�! ' 1 --- — r :- stalf-{�arute �' I�7 1 501 Wrt ort DOT Right-of- I.aic`•cr; - —"- ' ---_----- - -�. — r + ��PRESENT CENTER or PAVb4C See 1/L201 For Layout , '' ? A of New Entry Drive 1, 1 Y(21? 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