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2005-024 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050024 Application Number: A20050024 Tax Map No: 523400-296-017-0001-036-000-0000 Permission is hereby granted to: WAT,MART RFAT,F,STATF,BIISINF,SS TRI IST For property located at: STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: WA,-MART REAL ESTATE BUSI PROPERTY TAX DEPT-0555 Sign Total Value 1301 SE LOTH St BENTONVILLE, AR 72716-0555 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-024 WAL-MART 28.33 SQ FT WALL SIGN (LOW PRICES) $56.66 PERMIT FEE PAID-THIS PERMIT EXPIRES: (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o eensb F ' ,April 15, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement � LS 7Y� CW Fee Paid: TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804 Approved By: (518) 761-8256 P e rm i t #: - CJ' SIGN PERMIT APPLICATION EIVED THE FOLLOWING INFORMATION IS REQUIRED: JAN 1 4 2005 1. Detailed drawing or photo of sign. TOWN OF OUEENSBURY 2. Plot plan of location of sign. BUILDING AND CODE 3. Written consent of the owner of the building or land. OWNER OF PROPERTY ADDRESS t 1-�vit�� �� TEL t1'RV6 NAME OF APPLICANT t,,,) - �'�._ �GL ��3 L ADDRESS �� . TEL BUSINESS NAME IF DIFFERENTvkk `- TYPE AND LOCATION Check What Applies: Existing Permanent Projecting Sign Temporary Non-conform n Existing Free-Standin _ Wall New . Location: Tax Map Number .1-1- Address 1 -7 Proposed Setbacks from Property Line (front) j _ (side) 1 �� If sign is to be illuminated, please chec . p o iate box: Internal ( j, Extern ca nt ), Neon ( ) , Other ( ) Size of Sign: Width t. n t. n Tota Squ r Fo e• Sign Copy: _ /Mm"If I Color and M terial o Be Used: Signatu Cir a One: Applicant, o er, contractor o agent. I HEREBY AUTHORIZE APPLICANT TO P A SI MY PROPS OR BUILDING. Signature of Property Owner: ORIGINAL-Office Copy COPY-Applicant "f Queensbury Wall Signage Applications for Wal-Mart Supercenter Year 2005 Associated with Sign Variance No. 71-2003 Zoning Board of Appeals Approval. Building Sign Copy Explanation of Sq.ft. of Total sq. Discrepancy Permit signage the ft. of in sq.ft. File particular sign calculation Number sign or AS PER from portion of BRUCE applications the sign actually submitted 2005-021 Wal-Mart Upper portion of 190 24- 230 sq. ft. allowed sign in fides per both Wal-Mart SuiDercenter $fie applications 2005-022 Supercenter lower portion of 40 BAJCE together allowed sign Wal-Mart SUE Supercenter 2005-023 Food Center 5642 Same 2005-024 Low Prices 44.38 same 2005-025 1-Hr Photo 7.33 same 2005-026 Pharmacy 5.63 same 2005-027 Optical 4.58 same 2005-033 Tires 1 of 4 3.26 same 2005-034 Tires 2 of 4 3.26 same 2005-035 Tires 3 of 4 3.26 same 2005-036 Tires 4 of 4 3.26 same 2005-037 Lube Express 1 of 2 8.96 same 2005-038 Lube Express 2 of 2 8.96 same 2005-028 Tire & Lube Upper portion of the 30.33 73 59.42 sq. ft. one sign for Tire & 1''. t d.'s total for Lube Express (with $ C ce both arrow R' BI�UCE. applications 2005-029 Express lower portion of the 29.09 together one sign for Tire & SUE (with the arrow)- tube Express (with arrow 2005-030 Wal-Mart Upper portion of the 11.12 92,91 77.01 sq.ft. wall sign Wal-Mart Tire indUdes total for &Lube Express (on EEC both the a applications 2005-031 Tire & Lube Middle portion of the 26.20 together sign Wal-Mart Tire& SUE Lube Ex ress on the 2005-032 Express lower portion of the 39.69 sign Wal-Mart Tire & Lube Express on the 1� Total Fee based on exact sq. ft.from applications submitted (all separate applications) I $1,019.46 tJ otal Fee bas on s . calculations from applications submitted and calculated with space included as pa the signage, per Bruce Frank $ .08 Total Fee based on G ern' rounding calculations from all applications submitted. $1,016.00 is need to have IT Dept. Bob Keenan look into. �� ,;, PERRY L. BUTCHER & ASSOCIATES, ARCHITECTS PRINCIPALS: 1 O A O PERRY L.BUTCHER A.I.A. LA NCARB CERTIFIED JOHN T.MACK, A.1.A. NCARB CERTIFIED _ 0 STEVE BUTCHER f,•J�!`(Jv> (� ASSOCIATES: REC E I V D MIKE MANNING, A.I.A. JAMES MAYER, A.1.A. CHRIS SHIRLEY, A.1.A. DOUG HURLEY A.I.A. r NCARB CERTIFIED Li,enw,,: TOWN OF QU E RY ALABAMA BUILDING A E ALASKA Date: April 11, 2005 ARIZONA ARKANSAS CALIFORNIALIFO Town of Queensbury Zoning Office F COLORADO Attention: Sue Hemingway CONNECTICUT g Y - DELAWARE 742 Bay Road FLORIDA Queensbury, NY 12804 GEORGIA (518) 761-8238 HAWAII IDAHO ILLINOIS RE: Wal-Mart Signage Revisions for INDIANA Application #2005-024 IOWA Wal-Mart Store No. 2116 KANSAS KENTUCKY Queensbury, NY LOUISIANA MAINE Dear Ms Hemingway, MARYLAND MASSACHUSETTS MICHIGAN The dimensions for the above referenced signage being revised as follows: MINNESOTA MISSISSIPPI Width: 14'-2" and Height: 2'-0". These revisions change the overall square SSI MISSOURI footage to 28.33 square feet. Per our conversation the enclosed fees reflect MONTANA this change. Should you have any questions or need additional information NEBRASKA NEVADA please feel free to contact either myself or Robin Wallace (ext 111). Thank NEW HAMPSHIRE you. NEW JERSEY 7 NEW MEXICO NEW YORK Sincerely, NORTH CAROLINA NORTH DAKOTA OHIO OKLAHOMA OREGON PENNSYLVANIA RHODE ISLAND Th Morrison SOUTH CAROLINA - Permit Coordinator SOUTH DAKOTA Perry L. Butcher& Associates, Architects TENNESSEE TEXAS UTAH VERMONT VIRGINIA WASHINGTON WASHINGTON D.C. WEST VIRGINIA WISCONSIN WYOMING NATIONAL OFFICE: 301 West Chestnut Street,Rogers,Arkansas 72756 (501)636-3545 FAX(501)636-1209 P.O.Box 2076,Rogers,Arkansas 72757 INTERNATIONAL OFFICE: 940 West Beijing Road,West-1103,Shanghai.Peoples Republic of China 011-86-21-625.81860 FAX 011-86-21-621-79920 C > X O ( S p ."D D rr Q iF ID CD m # -� X � � � Q 3 D to cl 0 A c -4 y mF' D � m � m z D O m c� V) v c OD m -� O D r D � O O N N I � o w -► w LTANTS STIPULATION FOR REUSE 4 OMMY L MoMMILL AolAu ARCHITECT 301 WEST CHESTNUT P.O. BOX 2076 ROGERS, ARKANSAS 72756 (479) 636-3545 FAX (479) 636-1209 F tp W W COLOR LEGEND SHEET NOTES cat Ice T+ Gahm PF1 GREEN P33 BEIGE 1. PAINT GUTTERS, DOWNSPOUTS, DOOR HOODS, c� STEEL DOORS, FRAMES, P32 N GREEN P34 BROWN MISCELLANEOUS STEEL TO MATCH HADJACENT SED W c4 BUILDING COLOR .UNO. IF THERE ARE TWO ADJACENT COLORS AT DOORS USE THE BASE A 1 OF THE BOTTOM COLOR FOR THE ENTIRE DOOR. ALUMINUM STOREFRONT 10.4 9.6 2. TOP"OF NEW-SIDEWALL PARAPETS'SHALL STEP h/ FRAMING AND'GLASS N N DOWN IN r-sl INCREMENTS AT CONTROL',,JOINT N » "' r 4.6 " Q 4 N LOCATIONS WHERE AFTER THE STEP• IN =ri r 135-4 Q r 135-4 I ri ELEVATION THE TOP OF MASONRY AT THE Q �N I TO I jAh 135'-4" I TO PARAPET IS STILL AT LEAST 24 INCHES ABOVE _ I ALUMINUM STOREFRONT 1 TO PARAPET r PARAPET r FRAMING AND GLASS P33 P32 PF1 P34 PF1 P32 P33 P33 PF1 P32 PF1 TYP P33 PF1 P32 P34 PF1 P32 P33 JOIST"BEARING. LOCATIONS INDICATED ON• I,9. ` �EIEVAT101VS ARE GUIDELINES ONLY AND SHALL � � . 4.08 7.06 7.04 7.06 7.04 7.06 7.06 4.08 1. 6 7.04 4.04 7.06 7.08 4.04 4.08 7.04 7.06 I 7.06 7.04 7.06 4.08 BE VERIFIED IN THE FIELD. ;c o ' 3. ALL NEW EXTERIOR MASONRY WALLS SHALL BE ti 126'-0" PAINTED WITH MASONRY WATERPROOF SYSTEM Ah 126'-0" 126-0 126-0 ;� is :� TOM Pf1 TOM - TOM ESPECIAL COATING). RECOAT/PAINT EXISTING qv TOM WALLS WH NO D W E. A �► 4. 7.08SHALL P34 2 7.08 ELEVATI DNS F0•SPECIFIC 'COL.ORS AND EXACT :.: w . . .. •. PF1 - � :�2 AREAS TO BE PAINTED. COORDINATE ALL • " - REQUIRED PAINTING WITH WA MART 06 P32 : z CONSTRUCTION MANAGER t N 4. REMOVE AND REPLACE SEALANT AT 50% OF o `i 1 =2'• P34 P34 I 7.06 EXISTING CMU CONTROL AND EXPANSION JOINTS a "� 7.06 7.06 . . . •. ' 7.06 P32 AT LOCATIONS AS DIRECTED BY WAL-MART P33 = P33 7•06 ; �o d Center CONSTRUCTION MANAGER. F 1 Low ,p • es - •. 7.06 4.08 P33 5. ALIGN AND MATCH EXISTING PARAPET WHERE P34 _ P34 7.06 4.09 NEW PARAPET AND EDGE FLASHING IS I P32 ADJACENT TO EXISTING PARAPET. ��� Ilk 3.05 = 8.05 6. TOOTH-IN NEW CMU TO MATCH EXISTING AT 100'-0" 100'-0" 100'-0" 100'-0" NEW OPENINGS IN EXISTING CMU WALLS. PAINT FFEL FFEL FFEL "- FFEL TO MATCH ADJACENT BUILDING COLOR. 4.08 7. MASONRY CONTROL JOINTS MAXIMUM 4o'=0" OC. U 4.09 4.D8 3.05 '$.09 1.01 7.06 7.06 4.08 3.1 8.05 4.09 4.08 3 P34 3 4.09 4.0$ 3.11 3.05 4.08 8.05 7.06 1,01 8.09 7.06 4.09 4.08 3.05 4.08 P32 P34 TYP P32 P34 P34 P3� P32 P34 SIM A3.2 P32 P34 P34 P34 P32 P33 P32 P34 P34 • REF A2.1 FOR CJ CONDITIONS. its . • A3.2 3 3 8. REMOVE EXISTING MOUNTING HARDWARE. SIM 3 SIM PATCH/REPAIR AND PAINT AS REQUIRED TO cn i�/ A3.2 A3.2 TYP VESTIBULE �.2 MATCH ADJACENT WALL FINISH AT AREAS OF z REMOVED EXISTING SIGNAGE. GM VESTIBULE ELEVATION SIDE ELEVATON GR VESTIBULE ELEVATION _ ,0'-0" A020-016 � 1" t0'-0" A420-026-F p lIo/ KEYNOTES U " it 1.01 SIGNAGE FURNISHED AND INSTALLED BY WAL-MART NIC REF SHEET A2.2 i 1.06 TENANT SHALL BE RESPONSIBLE FOR ALL TENANT SIGN INSTALLATIONS, PERMIT COSTS, O rl AND SIGN COSTS, REF ELECTRICAL IF a Q APPLICABLE IINNINN" a- 3.05 CONCRETE CURB I 14 3.11 PRECAST CONCRETE SILL Q 14 PF1 4.04 P32 `� A2.1 SIM ; 3.19 PRECAST CONCRETE CAP E... A2.1 7.04 ,.o, 7.06 1 s0'-o" A A.2 A.4 B B.3 B.6 C D E F G H J K 4.04 CONTROL JOINT TYP ,, �p • TO PARAPET 4.05 40"x40" MASONRY OPENING AT TRASH' 28'-8" r r r14 r r r r r r r r r » , r COMPACTOR. BOTTOM OF OPENING IS 4$", �a N TOM PF1 I A2.1 I I I 13 I I I I t a 123 TOM I I 4.09 8" SMOOTH CMU 4.08 6FFSPUT FACE MU 'I 7.08 Q PF1 P32 P33 P33 PF1 P32 " P33 P33 P32 P33 4.10 INFILL EXISTING OPENING WITH NEW CMU. �� a 7.04 7.06 4.08 t A2.1 �4.09 7.04 7.06 124-8 4.09 .08 4.09 4.05 4.09 4.09 TOOTH-IN NEW CMU TO MATCH EXISTING �'� W o Np TOM 7.03 METAL GUTTER PAINTED �, r,• r•, 2 ) 0 0 7.08 SP2.1 M 7.04 METAL PARAPET COPING PAINTED F-� .I_ .�.�-..M.r-..�...� M 126'-0" N I Q Q 122'-O" 7,06 EXTERIOR INSULATION AND FINISH SYSTEM ='1 (n P33 TOM `• ' c� 7.08 .STANDING SEAM METAL ROOF •Q �j U-t 7.09 METAL DOWNSPOUT PAINTED �+ 4.08 - 4•�8 EXISTING TRUCK 7.18 16" WIDE x 8" HIGH PRIMARY P33 DOCK BEYOND OVERFLOW SCUPPER WITH DCWNSPOUT n� �.'L., � 4.08 - REF 2A-A2 AND COLLECTOR BOX TYP P32 P33 7.19 16 WIDE x 8 HIGH SECONDARY OVERFLOW �., 4.09 a � � SCUPPER. LOCATE 2'-8" CC ON BOTH � ��� c P34 P32 SIDES OF PRIMARY SCUPPER, TYP. Q,I BUSSTOP NOT ------------------ -----"--�-'�'�'�---'�------ -----� 7.26 STEPPED METAL FLASHING . SHOWN FOR CLARITY 8.01 SECTIONAL OVERHEAD DOOR 4.08 7.06 8A2 7.06 4.08 4.09 3.05 REF 2-SP2.2 4.08 4.09 7.06 4.08 8.02 4.09 C 4.09 4.09 4.09 4.09 4.09 �, .0,1_ 11.01 4.09 8.02 HOLLOW METAL DOOR AND FRAME PAINTED ISSUE BLOCK - P34 P34 P33 P34 P32 P34 P32 P32 P34 P32 �P34 P32 P34 P32 P34 TYP P34 , 8.05 ALUMINUM STOREFRONT SIDE E LE VA TI 0 N 8.09 AUTOMATIC BI-PARTING ENTRANCE DOORS 1 6-28-04 PLAID REV2 A020-004 ' 111.01 DOCK BUMPERS 1 2 3 4 5 6 6.3 7 8 9 10 11 12. 13 14 15 r r r r r r r r r r r r r r r r 121'-4" i 1 1 a P33 PAINT SIDE WALL a TYP VESTIBULE Q P33 1 MASONRY SCREEN P33 TOM RELOCATED VESTIBULE BEYOND Q TYP P33 , 4.09 BEYOND TO MATCH I 7.18 BEYOND 1 4.09 7.08 WALL NOT SHOWN 7.03 JIB CRANE 1 7.08 7.18 7.08 7.08 7.09 REAR OF BUILDING `� FOR CLARITY REF S-A2.1 In - z . CHECKED BY: ' . . MO • TRUCKWELL.SCREENWALL NOT SHOWN FOR CLARITY i- -�j of DRAWN 8Y: BFM REF 1-SP1 0 ,.� r7 o i7 - 100-0 FILE NAME: A020 FFEL PROTO CYCLE: -092603 4.09 4.09 4.09 7.09 4.04 7.19 8.o2 4.09 7.08 1 7.03 7.19 - P34 P32 P34 TYP TYP TYP P34 P32 P34 P32 P32 P33 P34 TYP P33 P32 P34 DOCUMENT DATE: 05•--19-04 REAR ELEV ATION 4 1" = 20'-0" Ao2o-oa5 K J H G F E D C 8.6 B.3 B A.4 A.2 A r r r r r r r r r r r r r r • I I I I I i I I i I ! I li 1 Ki 6 PF1 P33 PF1 PF1 P33 P32 P33 P33 P32 PF1 1 PF1 P33 P32 P33 A2,1 P33 P32 PF1 Mi PFI PF1 P33 P32 7.04 7Aa 7.04 1.01 7.04 7.08 7.04 7.08 7.04 7.06 4.09 4.08 7.06 7.04 Q N 7.08 I r 7.04 7.06 1 128'-0" r'� TYP to 14 .A• P32 rri P33 (STING SEASONAL TC)M Q 4.04 A2.1 III®► P32 7.0 Q SHOP a M --EXISTING AUTOEXISTING T EXISTING TIRE SEASONAL M EXISTING DOOR HOOD TO REMAIN CENTER TOM AND BATTERY OP REPAIR AS REQUIR FOR NEW TI E& !!BE STORAGE = GARDEN CENTER FENCE _1111111 61e FINISHES PAINT P32 " NOT SHOWN FOR CLARITY ofN4 = NEW SCREENWALL = _ �. W. 100'-0" 1 REF 10-SP2.1 0 `� o `t I 1 0 - o 0 0 0 0 0 0 0 o a o 0 0 o I 1 MV l00,-0" o FFE 7.08 7.08 o M FF EL 1 P34 3.01 11.01 8.01 t GARDEN CENTER AND CANOPY v REAR P34 P32 P34 P34 ( 1.01 8.01 1.01 P32 P34 P34 ASTING TIRE AND NOT SHOWN FOR CLARITY 4.09 8.02 4.08 7.06 8.01 TYP BATTERY STORAGE P32 P34 P32 SEASONAL SHOP ELEVATION EXISTING DOCK ELEVATION SIDE .ELEVATION3 RECEIVED N 2 1" 20'-0" 022202 SCEXP/A020-002 2A1" = 20'-0" A020 '006 1" = 20'-0" A020-003 N d N 15 14 13 12 11 10 9 8 7 6.3 6 5 4 3 2 1 Iwnl 1 4' 2005 zo T0�„•.OF O JEEINS,-URY t ICI � r- �I�n1 r r r r r r r r r r r r r A2 r r r E{JI;_C.i; .HD C G D E w I ( I I " I A2.1 TYP ( I ( A2 I A2 I I I I M N ( I A2.1 PF1 P34 P32 PF1 P34 P32 PF1 P32 PF1 126-0 P33 P32 P33 PF1 a\ 126 -0 128-0 N P32 7.04 7.06 7.06 7.04 7.06 7.06 7.04 TO 7.06 7.04 TOM 4.08 7.06 4.08 7.04 ,�,� TOM � 7.06 ° a P33 A2.1 a 16 TYP a M 125'-4" I cc t W o N N . " •• 1 N N --- ----�..-�w..�..- -M- Y TOM h { COMPRESSOR SCREENWALL RF SP .1 s E 2 2 i a z .. X R 0!R E TE ELE A TIO N w EXISTING AUTO 7.7 CENTER BEYON �. 100'-0" qV FF EL BUS STOP NOT TRUCKWELL SCREENWALLS BEYOND a o EIFS ELEVATIONS TO GARDEN CENTER AND N I MAINTAIN 1'-0" ABOVE CANOPY NOT SHOWN N N 8.09 4.09 409 4.08 4.04 7.06 4,09 7.06 4.09 4.08 4.09 SHOWN FOR CLARITY NOT SHOWN FOR CLARITY N RCANOPY EF 1-GCABLE FOR CLARITY REF GC1 REF 2-SP2.2 REF 1-SP1 P33 P32 P34 TYP P32 P32 P32 P32 P34 'P32 x FRONT ELEVATIONCZ4 ---� �o � 1" = 20'-0" A020-001 T. ; p � A 2 all II r SIGNAGE SCHEDULE A022-013 r• r_ cla cc a, C * r » ah � a, 2" Pharmacy » _ E� 2" Optical » 24" Express W Arrow �n 5 WAL MART TLE � 21 TIRE & LUBE TLE " EXPRESS ii c`a 12" Lube Express 8.96 17.92 C4 SUB TOTAL: 508.73wa TOTAL WALL, SOR-7-1 w c w ce z 0 a F N 0 Q I � III a ar, z Ld IIILoS ISSUE BLOCK 38'-0" _ 0 Ea 3'—loin SIGNAGE 1/4" = 1'—O" 072602 C/A022-026 r CHECKED BY: DO DRAWN BY: SWB FILE NAME: A022 PROTO CYCLE: 092603 DOCUMENT DATE 05•-19-04 20'—O" 20'-200 •-xv 5'-74" o 79-4" � � 4'-7" IL CV N oo e ter =Q C 1-Hr. Ph�ot cy at Ir cAas V LOWER CASE SIGNAGE SIGNAGE SIGNAGE SIGNAGE . SIGNAGE 1/4" = 1'-0" 072602 C/A022-055 1/4" = 1'-0" 072602 C/A022-025 1/4" = 1'-0" 072602 C/A022-009 1/4" 1'-0" 072602 C/A022-010 1/4" = 1'-0" 072602 C/A022-014 3 a c JAN Z p O i x 14-11 a w i _ 8'-101" o15'-2" Cj 0 ult, ML*NLW 0 z mre & 17'-9" ^� F d C L N , Lube °� ao :D N Jc_ r 0 LUSE SIGNAGE ' ! m 0 2 3'-3j" A2 **.4 = co EO C N NExpress. -- ESS EXPR oLube Expre Tire N 15 10 � N . SIGNAGENX " . SIGNAGE SIGNAGE SIGNAGE SIGNAGE N Q 1/4 = 1 —0 072602 C/A022-028 1/4" = 1'-0" 072602 C/A022-002 1/4" = 1'-0" 072602 C/A022-008 1/4" 1'=0"' 072602 C/A022-007 1/4" 1'-0" 072602 C/A022-003 >,cc*4 SHEET