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2011-229 Walmart (Tire & Lube) T TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 76178256 CERTIFICATE OF COMPLIANCE Permit Number: P20110229 Date Issued: Thursday, July 14, 2011 _ This is to certify that work requested to be done as shown by Permit Number P20110229 has been completed. Tax Map Number: 523400-296-017-0001-036-000-0000 Location: 891 STATE ROUTE 9 Owner: WAL-MART PROPERTY TAX DEPARTMENT Applicant:. WAL-MART PROPERTY TAX DEPARTMENT This structure may be occupied as a: Sign By Order of Town Board TOWN OF QUEENSBURY Issuance of.this Certificate of Compliance DOES NOT relieve the y // bq� f '" —• property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. i i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (51,1I 761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110229 Application Number: A20110229 Tax Map No: 523400-296-017-0001-036-000-0000 Permission is hereby granted to: WAL MART PROPERTY TAX DEPARTMENT For property located at: 891 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: WAL-MART PROPERTY TAX DEP. PROPERTY TAX-DEPT-0555 Sign Total value PO BOX 8050 MS 0555 , BENTONVILLE,AR 72712-8050 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications BP 2011-229 Wall sign 16.34 sq. ft. Sign Copy: Tire&Lube as of this data entry,uncertain if this sign is new or a change of copy from BP 2005-031-middle portion of Tire&Lube $0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 14,2012 (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 of Queen bury; 7 y,-July 14-2011 SIGNED BY I /. . e� r_, for the Town of Queensbury. Director of Building 8c Col.Enforcement p IEC EP. MLE ;- Walmart BP 2011-229 ----,_-.___.__-_ --K _1'(J-Z011 wall sign 16.34 sq. ft. Sign Copy: Tire & LUbe 891 State Route 9 'TOWN OF QUEENSBURY - BUILDING&CODES SIGTT PE&NH ATION. A permit must be obtained before Installation of your permanent sign. All applicants,spaces on this application must be completed and must appear on the application form. OWNER: Jt)tl l, jj ma' l�nn � - lNSTALLERIBUILDER- IZu. i ADDRESS:"V�? i.,v.P; In iVW nkn;;ll� n2 7111( ADDRESS: v Coltag,'ul A-urtl vim. 5'c i PHONENOS. 475--ZDLI-65,,i Te.f 4' PHONE NOS. g 77-93TI i i i LOCATION OF PROPOSED INSTALLATION:(LEGAL ADDRESS) '�Iaj 4-t f'4. hx ey.- .,:bur, AI�Z !' BUSINESS COMPLEX/PLAZA t MALL NAME: BUSINESS NAME: � 4' 04rA-C} CONTACT PERSON FOR SIGN CODE COMPLIANCE: f`1njl PHONE: F if A!B� TYPE OF SIGN PROPOSED: _freestanding ran _awning _projecting N/ IF SIGN IS TO BE ILLUMINATED,PLEASE INDICATE: _Internal _External _Incandescent _Neon _Other DO SIGNS CURRENTLY EXIST ON THE PROPERTY? ?Yes _No > IF YES,LIST ALL EXISTING SIGNAGE: >, 4— The application crates a change New 06 in the following existing site _-Change in number of signs from to conditions(fill in all applicable Change in setback for sign from to N spaces): `Change in size of sign from Z G. 7-0 5-F to L,.4 y Sr= _Change in height of sign from to Change of wording/copy from: to: NO Sign Wording/Copy: Sign size: Length iv 2 Width ` r =Total Sq.ft. �.,- H Sign Height(freestanding sign): Color and Material to be used: LA �e ✓ Provide 2 copies of a scaled drawing or surveyed plot plan with the following information: o Location of sign(walls signs: drawing of the fagade —� the sign will be located on,Indicate sign on facade) o Height of freestanding sign QUESTIONS? CALL 761$256 OR EMAIL a Depth of projecting sign codes(d,)clueensbury.net a Distances from front and side property lines. VISIT OUR wEBSITE FOR MORE INFORMATtoN ✓ Provide 2 drawings or photos of sign design. www.cltreensbury.ne# ✓ Provide Applicant and Owner's signature(permission for placement of sign on the property or building). Declaration: To the best of my knowledge,the statements contained in the application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work i authorized by the owner. APPLICANT SIGNATURE: l �= DATE: I hereby authorize the applicant to place a sign on my property or building. OWNER SIGNATURE: DATE: '� T azure of&eensb«ry- Corttnainity DeneloJ merit Off-ice a 742 Bay Road, Queensbury,.NY"12804 I A VJ VI 25o' WAL�rMART RSETBACKP C-192-SCL-OL 891 STATE ROUTE 9 t ' EXISTING BUILDING AREA = 124,475 S.F. TOTAL EXPANSION AREA = 90,972 S.F. TOTAL PROPOSED AREA = 215,447 S.F.(APPROX.) i (GARDEN CENTER CANOPY = 14,917 S.F.) I \ H \ z 6N V O O N N W 1 d:s �\ w w '4 yr GARDENCANOPY 14 `•.� �> '1`+. 14A1T r m r, O 9 I }h 3 ♦3 :. �s�N■ D D O D A b ODD ♦f r ,�♦ ♦1 N♦t ♦1 x yI M101 I t� N I rn I2' Y L" 0' I SIDPYARD tF' 1'59- E `\ 99.82`r _� -< V I , I I ,5 30.0' SIDE YARD r SETBACK 1 �C4 I r y I a" - I {r9pl 1DTO BE ' "s REMOVED F A .- x CONTRACTOR SHALL 1 - . r L ADJUST SIDEWALK TO -_ SUIT HYDRANT LOCATIONI. SIDEWALK CURB RAMP T v S / BLENDED TRANSTICR a_- - TYPE..3A SIDEWALK CUIRB�RAMP / REFIRED TRANSITION TYPE 3A CROSSW7_R1_P {��LSr // RET1DEDTRANSITION TYPE 3A SITE LEGEND A 6' WIDE FIRE LANE WIN 6' WIDE PAINTED TRAFFIC RED STRIPING AT 45- TYPICAL. CURB TO BE PAINTED TRAFFIC RED AT THESE LOCATIONS. B 710 PARKING -FIRE LANE' PAINTED TRAFFIC RED CN PAVEMENT AT 80' O.C. LETTERS TO BE A MMNMUM 2'-0' TALL. ©PEDESTRIAN CROSSWALK NTH 4- WIDE PAINTED YELLOW STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0' O.0 lNAE55 No OTHERWISE. SEE SITE PLAN FOR WIDTH. O"YIELD' PAINTED YELLOW ON PAVEMENT TYPICAL, SEE DETAIL SHEET. OUNUSED REFERENCE OEXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REOUIRED. RAMP PAVEMENT FLUSH WITH THE Top OF STOOP © 6'0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. OEXISTING AT GRADE OVERHEAD DOOR LOCATION. O4- WIDE . 130' LONG YELLOW PANTED TRUCK ALIGNMENT STRIPES. °CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION, SIZE AND SLOPE. K 'STOP" PAINTED ON PAVEMENT VAIN SWSL/24' STOP BAR-TYP. SEE DETAIL SHEET. ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE L PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN ACCESSIBLE SPACE) ®PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SYSL/4' AT 2' 0- D.C. PERPENDICULAR TD PARKING STRIPE. OCART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL. OW-O' WIDE PARKING SPACE W/2'_O' LOADING ZONE AT ALL SPACES ADJACENT TO CURB AND GUTTER - TYPICAL 4' PARKED YELLOW STRIPING O 2'-0' O.C. PERPENDICULAR TO PARKING SPACE. © PROPOSED CURB - TYPICAL. SEE DETAIL SHEET. _ O PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET MATCH EXISTING CURB h GUTTER IN GRADE AND ALIGNMENT. LI ♦ I I I I G 5' WIDE. 4' THICK CONCRETE SIDEWALK O K O SIDEWALK RAMP ' I O MOUNTABLE CURB � I ` PROPOSED GRANITE CURB C. G - - —I -- Can STOP R` SIf1.TER i1c, ACK D ♦f ♦f ii I' K c� � ♦t ♦t 3 I, r`� All .�. '(y�T'� $U yD W © T ° — 4 ♦ C....-.. 5 I�� ._ s r, ITW! N �FEACF{ L ' ATION - SIDE YARD SETBACK; P O I I` IDCATKN 6 EM1UE' ca Ce N t I 1 oCN i nn�PM I'y a SITE PLAN NOTES .I Date Description No. 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF OUEENSBURV 8 WARREN COUNTY REGULATIONS AND CODES, AND O.S.H.A. STANDARDS. Revisions I I 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT f ♦ t ♦ _ ♦ t I PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. I LDCA7fO1 CF Par�E fVAtIW K I 1 �� (BY OT�D nII 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. NDS WITH CLI— V K ' 4 BE PAALL NTED ISLANDS. SHALL BE LANDSCAPED. ALL REMAINING ISLANDS ARE TO -_ _ E t, =T. I `�_.+.�- 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING _ rt r J DING BUT NOT LIMITED - TIED TO ALL UTILITIES STOR M DRAINAGE, _ GE SIGN S, T 9 7 7 7 e 7 7 I POLES. ETC- AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH ii I 7 7 � � `� T GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL 8E APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 6. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY VAN DUSEN AND STEVES. -'-�T-- O O OOT' 7. TOTAL LAND AREA IS 17.74 ACRES. 8. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE W i AL MART STANDARD SITE WORK SPECIFICATIONS.' 9. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 10 LAND OWNER.REES TO ALLOW FOR FUTURE INTERCONNECTION WITH ADJACENT 1+ 1 t _o 75.0 PRE- — r . -- FRONT Y S 0627�_E K 7RAC 1140D 90 R. X 75 IRON $HAL PxnN 9a ' 429.2E SUIT n AND STRIFETLIG-H _ "�'-Y^—=_---=--•.•.•. ,. .. - SIDEWALK CURB RAMP / 111.091®9RAN9110N `:�•. �� TYPE 3A ...�7RAM�ON,-_.__�• s`. 4_I __.. .._CROSSWALK TYPE US 1� VOWALL - .. r N SEE 1✓} �;0.% �' so MG� � 11. REFER TO OVERALL CONSTRUCTION PHASING PLAN, DRAWING No. 29.00, FOR R II [ 0 h CONSTRUCTION PHASE LIMITS AND NOTES. ,I, 1 /> C 164.28 — 8 t- S 08'2T42" E S 15B DANCE WITH THE RESOLUTION OF SITE PLAN APPROVAL, DATED �-- , ,':' .; DELIVERY C IVE W ROAD, IN .I.ST N 2004 ACCORDANCE ON AL WEEKS MAY 18, TRUCK TRAFFIC SMALL NOT BE ALLOWED KS '. caDsswAuc R -.. TYPE US - _-.. >OEWMK CLl! amp 150 UP PROPMEO tORB SrIEWALK QRB RAID - - .-. NYSDOT SPECIRCATIONS Tire & Lube r 16.34 sq. ft. wall sign Fdename: w B 10 25 40 S E IN FEET Data - 3577101\Dw9\35771022001.dwg Dale: 7/7/2004 Time: 14:59 User. NAME DATE MICHAEL A. SEMERARO Jr., PROFESSIONAL ENGINEER NY LIC. No. 052002-1 L=LANSAN ENGINEERING & ENNRONMEWAL SENyCES River Drive Center 1 619 River Drive Elmwood Park, NJ 07407 ` P: 201.794.6900 F: 201.794.0366 V www.lengen.com K6wmYLVArw NLwronX caxH6cncur rwKwA NI CVUf"Is at AaltloraMbn Nv 24GA27119000 C roject WAL*MART F AT QUEENSBURY STORE NIL 2116 TOWN OF QUEENSBURY IARREN ODUNTY NFW YORIC "awing Title SITE PLAN tC1 No. 3577102 Drawing No. JULY 02, 2004 1"=40' 20.01 By P. P. jms By G. F. Sheet 03 o! T8 Style Table: Longan_OCE.stb LoyovU E Size Sheet (SAL RESURFACE EXISTING EIFS TO EXTENTS SHOWN ON BUILDING ELEVATIONS TO ENSURE ,€ CONSISTENT FINISH TEXTURE, nE REFEIFS SPECIFICATION REMOVE EXISTING EIFS PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE . 6" PAST AREA OF MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8' REMOVE EXISTING SHEATHING IN ' 1D SIGN MOUNTING AREA (TO NEXT SHEATHING REMOVAL OR THICKER), SUBSTRATE REPLACEMENT IS NOT REO'D PLYWOOD LENGTH PER SIGN SIZE AVAILABLE STUD) AND REPLACE EXISTING METAL (TO NEXT AVAILABLE STUD) g WITH 5/8' EXTERIOR GRADE STUDS (BEYOND)6 FIRE -TREATED PLYWOOD INSTALL NEW EIFS WHERE EXISTING REMOVE EXISTING SHEATHING IN SIGN m EIFS WAS REMOVED. ENSURE FINISH �>—COAT IS FLUSH WITH ADJACENT MOUNTING AREA (TO RESURFACED EXISTING EIFS. NEXT AVAILABLE STUD) ;r w SIGNAGE INSTALLED BY OTHERS AND REPLACE WITH 5/8" EXTERIOR GRADE 'w DESIGN OF SIGNAGE AND ITS CONNECTIONS RIOR TO PERFORMING THIS BY SIGNAGE MFR PER WORK, VERIFY ID WAL-MART DIRECTION FIRE -TREATED PLYWOOD_ .orn INSTALL NEW EIFS WHEREaa EXISTING SUBSTRATE EXISTING EIFS WAS EXISTING METAL MATERIAL. IF REMOVED. ENSURE FINISH STUDS BEHIND EXISTING SUBSTRATE COAT IS FLUSH WITH SHEATHING IS CMU OR PLYWOOD I EXISTING (5/8" OR THICKER), �[ SHEATHING SUBSTRATE ADJACENT RESURFACED EXISTING EIFS. RESURFACE EXISTING EIFS TO EXTENTS SHOWN N REPLACEMENT IS �—EXISTING NOT REO'D ON BUILDING ELEVATIONS TO ENSURE CONSISTENT a EIFS FINISH TEXTURE, REF. EIFS SPECIFICATION NEW SIGN SECTION AT EXISTING EIFS SUBSTRATE AT NEW SIGNAGE -0 U122 3/B' = 1' D- FLANGE WITH SEALANT CONTINUOUS AT END CONDITIONS 18 GAUGE SHEET METAL HOOD COVER WITH CLOSED ENDS PROVIDE 18 GAUGE BULKHEAD STIFFENER AT 2'-0' OC MAX 2"x2" DRAIN TROUGH HOOD TO COVER NEW DOOR AND FRAME. OOR HOOD C-8�)D 1/2" = 1,-0" CAP (TYP) P88 AIII lip COLOR CHANGE 100-0" -IFF.F. �/1/4"xi 1/2" TAPCON AT 16' OC NEW 18 GAUGE SHEET METAL HOOD 1/4"x1 1/2" —TAPCON AT TOP AND BOTTOM OF SIDE FLANGE N BO HOOD 108 -8 - LINO SIDE ELEVATION T T T PF4 P94 P88 CAP (TYP) 100'-0' UPI F.F. P94 H.M. DOORS (TYP) RECEIVING ELEVATION 15 14 CORNICE (TYP) P72 125'-4' 2 T.O.M. 113-5" / COLOR CHANGE FT — — � — — _E-r I I I Ll_ ......_. Ah 100'-0" F.F. P83 P88 PBS CMU COLUMNS & WALL ZGARDEN CENTER FENCING SHOWN WALL BEYOND DO NOT PAINT GLAZED WITH DASHED LINE FOR CLARITY CANOPY STRUCTURES r, STANDING SEAM RIB COVER NEW METAL EDGE TRIM/DRIP PAINTED TO MATCH METAL ROOF — EXISTING CONTINUOUS METAL n EXISTING GALVANIZEE1- GUTTER PAINT TO MATCH EIFS COLOR WATERPROOFING MEMBRANE BEHIND GUTTER EXISTING GALVANIZE GUTTER BRACKET VESTIBULE SIDE ELEVATION 5 6 CONTINUOUS SEALANT REGLET PITCH BREAK TRIM SEALANT AT Z-CLOSURE TRIM — CONTIN000S TAPE SEALANT Z CLOSURE TRIM — NEW STANDING SEAM METAL ROOF — NEW UNDERLAYMENT, REF SPEC 07412— NEW PLYWOOD SHEATHING EXISTING BATT INSULATION EXISTING BENT PLATE BRACKET 11 FLASHING DETAIL NEW STANDING SEAM A / METAL ROOF / NEW UNDERLAYMENT, REF SPEC 07412 "- --, NEW WATERPROOFING MEMBRANE EXTENDED 8" BENEATH NEW AT " /,. f g. i UNDERLAYMENT AND BEHIND GUTTER II I} NEW 5/8" PLYWOOD SHEATHING t EXISTING � CONTINUOUS WOOD BLOCKING ��—EXISTING BATT INSULAT`ION INSTALL SNOW GUARDS IF SPECIFIED IN SECTION 07412 DRIP EDGE P 09 SECTION 1/4" _ 1,_0" Q Q Q Q Q Q Q Q 6 RIGHT ELEVATION 7 8 n 10 11 12 13 14 15 EXISTING JIB H.M. DOOR 113-5" COLOR CHANGE — — — — y'4 120'-10" 100'-0 COLOR CHANGE F. P88 P88 P83 H.M. DOORS (TYP) CMU COLUMNS & WALL 100'-0' _ F.F. SEASONAL SHOP 3 REAR ELEVATION 13 12 11 HATCHED AREA 10 NEW SIGN, INDICATES RESURFACED REF 5-A2.1jI EXISTING EIFS (TYP.), P94 EIFS BANDI(TYP) pgg TENANT SI 94 REFP98 -A2� 5 REAR ELEVATION K J Q G F E D C B NEW SIGN, PF4 REF 6-A2,1 128'-0" EIFS BAND (TYP) P88 MEW SIGN, NEW SIGN, T.O.M. P94 P94 PF4 REF 7-A2.1 P94 REF 8-A2.1 CAP (TYP) PBB PF4 P94 CORNICE (TYP) P12 P94 (TYP. OF 4) (TYP. OF 2 7 ee I I RW •• ••A. 1 0 o e 6 ---TY== TY--YT--YT--Yr--YT -YT -YT - . - --.....�... ..........r..,j... -41 4"6 NEW SIGN, EIL REF 3-A2A COLUMN N.M. DOORS (TYP) HATCHED AREA INDICATES RESURFACED EXISTING EIFS (TYP.), 9 B REF. 12-A2 7 NEW SIGN, REF 1-A2.1 �I( /` 126-0' P94 CORNICE (TYPE. P12- I P103 C H.M. DOORS (TYP) 5 HATCHED AREA T INDICATES RESURFACED EXISTING EIFS (TYP.), REF. 12-A27 NEW SIGN, REF 4-A2. GARDEN CENTER FENCING SHOWN WITH DASHED LINE FOR CLARITY - COLUMN 1 ,I _LEFT ELEVATION EIFS BAND (NP) P66 P12 CORNICE (TYP) TENANT SIGN FRONT ELEVATION 1 1"=20'-O" c rgNOED �wnO0 r O Q _W000 �Z.g Qgaw nn UJ zjFm00 5c g0>=�r m a (y°DDO �s0 �oxOX m�'2a� g6yW ���"ar F ;yBffi31'8g6Eb€ J t�Ko��€y�9b�n3 9 a O EN _ N � a �o„ zzcc 0 w W cc I4 0 o V) PG Y DO ISSUE BLOCK Q 01/12/11 REV 1 02/03/11 1 ADD 1 CHECKED BY: LDS DRAWN BY: AJK PROTO: 192 NP EXP PROTO CYCLE: 10/29/10 DOCUMENT DATE: 12/3/10 HEREBY CERTFY TNAT THE PDRMONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND CONTROL I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS W THE STATE OF NEW Y SIGNATURE 12/3/2010 DATE ISSUED 022454-1 REG. NO. EXTERIOR ELEVATIONS AND DETAILS SHEET: A2 Walmart BP 2011-229 wall sign 16.34 sq. ft. Sign Copy: Tire & LUbe 891 State Route 9 P88 P88 P83 H.M. DOORS (TYP) CMU COLUMNS & WALL 100'-0' _ F.F. SEASONAL SHOP 3 REAR ELEVATION 13 12 11 HATCHED AREA 10 NEW SIGN, INDICATES RESURFACED REF 5-A2.1jI EXISTING EIFS (TYP.), P94 EIFS BANDI(TYP) pgg TENANT SI 94 REFP98 -A2� 5 REAR ELEVATION K J Q G F E D C B NEW SIGN, PF4 REF 6-A2,1 128'-0" EIFS BAND (TYP) P88 MEW SIGN, NEW SIGN, T.O.M. P94 P94 PF4 REF 7-A2.1 P94 REF 8-A2.1 CAP (TYP) PBB PF4 P94 CORNICE (TYP) P12 P94 (TYP. OF 4) (TYP. OF 2 7 ee I I RW •• ••A. 1 0 o e 6 ---TY== TY--YT--YT--Yr--YT -YT -YT - . - --.....�... ..........r..,j... -41 4"6 NEW SIGN, EIL REF 3-A2A COLUMN N.M. DOORS (TYP) HATCHED AREA INDICATES RESURFACED EXISTING EIFS (TYP.), 9 B REF. 12-A2 7 NEW SIGN, REF 1-A2.1 �I( /` 126-0' P94 CORNICE (TYPE. P12- I P103 C H.M. DOORS (TYP) 5 HATCHED AREA T INDICATES RESURFACED EXISTING EIFS (TYP.), REF. 12-A27 NEW SIGN, REF 4-A2. GARDEN CENTER FENCING SHOWN WITH DASHED LINE FOR CLARITY - COLUMN 1 ,I _LEFT ELEVATION EIFS BAND (NP) P66 P12 CORNICE (TYP) TENANT SIGN FRONT ELEVATION 1 1"=20'-O" c rgNOED �wnO0 r O Q _W000 �Z.g Qgaw nn UJ zjFm00 5c g0>=�r m a (y°DDO �s0 �oxOX m�'2a� g6yW ���"ar F ;yBffi31'8g6Eb€ J t�Ko��€y�9b�n3 9 a O EN _ N � a �o„ zzcc 0 w W cc I4 0 o V) PG Y DO ISSUE BLOCK Q 01/12/11 REV 1 02/03/11 1 ADD 1 CHECKED BY: LDS DRAWN BY: AJK PROTO: 192 NP EXP PROTO CYCLE: 10/29/10 DOCUMENT DATE: 12/3/10 HEREBY CERTFY TNAT THE PDRMONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND CONTROL I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS W THE STATE OF NEW Y SIGNATURE 12/3/2010 DATE ISSUED 022454-1 REG. NO. EXTERIOR ELEVATIONS AND DETAILS SHEET: A2 Walmart BP 2011-229 wall sign 16.34 sq. ft. Sign Copy: Tire & LUbe 891 State Route 9 HEREBY CERTFY TNAT THE PDRMONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND CONTROL I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS W THE STATE OF NEW Y SIGNATURE 12/3/2010 DATE ISSUED 022454-1 REG. NO. EXTERIOR ELEVATIONS AND DETAILS SHEET: A2 Walmart BP 2011-229 wall sign 16.34 sq. ft. Sign Copy: Tire & LUbe 891 State Route 9 SHERWIN-WUUAMS CUSTOM BRONZE/ ORDER NUMBER 7248-0044642 - BRONZE MATCH CUSTOM MANUAL MATCH BAC COLORANT: OZ 32 64 128 W1 WHITE - 43 - 1 B1 BLACK 6 4 1 1 R2 MAROON - 19 - 1 Y3 DEEP GOLD - 48 1 1 G2 NEW GREEN - 18 - - ONE GALLON #B54T00104 UI TRADECP #796S"--- SIGN INSTA I ATION .ONTRA TOR R PON IBI ITI `;: EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO INSTALLATION, 1. PAINT ANY ATTACHED HARDWARE, CONDUIT, ELECTRICAL BOXES, ETC. TO MATCH CABINET, DURANODIC BRONZE. 2. CLEAN UP ALL DEBRIS. 3. CLEAN FACES AND RETURNS OF ALL SIGNS AFTER INSTALLATION IS COMPLETE. PAINT EXISTING SIGN LIGHTING, AND CABINET DURANODIC BRONZE. REF. TABLE FOR CUSTOM COLOR TYP REPLACE THE EXISTING SIGN FACE WITH NEW SIGN FACE OF THE SAME SIZE, NEW SIGN FACING, COLOR TO MATCH PANTONE 285C. EXISTING SIGN SUPPORT COLUMN TO BE PAINTED DURANODIC BRONZE. REF. TABLE FOR CUSTOM COLOR. 2 WALMART PYLON SIGN 0 0 I I 3.13 SQ.FT. 8 12" OLUBE SIGNAGE 0 0 I I 2.38 SQ.FT. 12 TIRE SIGNAGE IGNAGE D" I llre &Lub e.....I 16.34 SQ.FT. 6 181'-D"TIRE & LUBE SIGNAGE 18-1 j" --Il----U utdoor Living � I N ..... .......... .......... ......... ...,..... —..... .___... ......._. _ ,,,,,,,,,, .,,,,,,,,, .,.,... 49.47 SQ.FT. 5 2 OUTDOOR LIVING SIGNAGE 8,_5• v>m o Market 17.97 SQ.FT. 4 1/41'D"MARKET SIGNAGE 22'-4j" Home ........ P___.......... 61.85 SQ.FT. 3 24�'D HOME & PHARMACY 37'-3" n i�rt 1-2B" 5" 1 5-6 111 WALMART SIGN '1 i 298.00 S.F. r- o N a aD �wMoa� �� oa =M'i000 gz. ��n I I 0 nn UJ c zjFonOonD =)a: gowIr-rpow a: Ja K� -;; 0 0020 " X B E.'m:2L_(L TISSUE BLOCK I CHECKED BY: LDS DRAWN BY: AJK PROTO 192 NP EXP PROTO CYCLE: 10/29/10 DOCUMENT DATE: 12/3/10 I HEREBY CERTIFY MAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND CONTROL I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NEW' YORIC SIGNATURE 12/3/2010 DATE ISSUED 022454-1 REG. NO. SIGNAGE DETAILS, NOTES, AND SCHEDULES SHEET: A2.1