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HomeMy WebLinkAboutPlansDIRECT DOAW--POUT UNDER SATE 4 INTO TACH IN ?� o a4 a a o v / a 00 / D THICKEN GONG. SLAB e INF. BELOW TRENCH SCEAALK SKATE NTS. 0 1 1/2" DIA. ASS GRADE B STEEL PIPE HANDRAIL PRIME # PAINT A5 REOV. VERIFY COLOR W/ PROJECT MANAGER SIDEWALK AROUND VERTICAL -5 SET HANDRAILS INTO A GONG. PIER 4 POUR I/2" GON(PRES516LE JOINT FILLER 8" DIA, X 18' DEEP GONG. PIER SECTION ® GUARD RA I L 1/2" = 1'-O" 10 I 11/2'D1A M. TUBE TOP BOTTOM RAILS (TYPa (1) INTERMEDIATE RAILS - 1/2"DIA 57L. BARS 0 MAX. 4" O.G. 1 1/2'DIA STL.TUBE VERTICAL SUPPORTS MAX. SPACING 8'-4" O.G. - SEE 51TE PLAN FOR LOCATION AND ACTUAL LENGTH OF PEDESTRIAN GUARD RAILS. NOTE: PREPARE E PAINT METAL RAIL PER SPECIFICATIONS - VERIFY COLOR WITH McV`S PROJ. MANAGER LINE OF BUILDING GUARD RAIL DET, I L 1/2" = I' -O' 0 0 SIGN PER CITY AND STATE CODES. RESERVED RESERVED FOR FOR HANDICAPPED HANDICAPPED 0 0 0 ,gks0" - ACCESo�S18LE - - ABOVE GRADE RE: SITE PLAN & FLOOR PLAN FOR VAN ACCESSIBLE PARKING LOCATION 1 1/2" DIAMETER GALV. STEEL PIPE SET IN 12" DIAMETER CONCRETE PIER 24" DEEP HANDICAP PARKING SIGNS N.T.S. APPLY STABLE, SLIP RESISTANT SURFACE OR TOOLED GROOVES AT RAMP. NOTE: CURB RAMPS SHALL HAVE A 2" LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. OPERATOR TO SELECT OR APPROVE COLOR. # 4 AT 18" O.C. EACH WAY 12 VEHICULAR SURFACE e'a 11-4a I • do wo°O. CONCRETE RAMP CI CONTRASTING COLOR SELECTED BY OPERATOR.— > ...►T 9'Fnv 'v �} I I I�I RAMP UP RAMP JP 1:12 SLOPE 1:12 SLOPE v..m. 51-02 (VERIFY) APPLY STABLE, SLIP RESISTANT TOOLED GROOVES AT RAMP SURFACES. CURB RAMP DETAIL (VERIFY) DRAIINOAGE FLUME °c i 'gyp � 1500 GALLONS GREASE TRAP EXISTING McDONALD'S SIGN TO BE REMOVED ( 09 LANDSCAPE AREA (SEE ( T LANDSCAPE PLANS FOR stCql� DETAILS ) ( ' CONSTRUCT 6" P.C.C. CURB I I ON EXISTING PAVEMENT OTF-1 ti EXIST. TRANFORMER ON CONC. PAD c n, NEW N-I1ff-REI��OLER 10� (RE: AS) (n 00 EX15T 6 ACCESSIBLE I 6" EXTRUDED CONCRETE CURB IEXISTING TRAFFIC SIGN NEW DINING FOOTAGE: 1,364 SF ® 15 5F/FE-RSON jc SEE CIVIL DETAIL SHEET C2 RA_ TOTAL OCCUPANTS: MODIFY fRIRE R011 LION OCCUPANCY TYPE: A-2 WITH FACE OF NEW PROJECTED DRIVE CONSTRUCTION TYPE V 2 NEW BICYCLE RACKS PROVIDED: WIN a PER CITY OF COLLEGE STATION THICK 3000psi CONCRETE PAD "NORTHGATE SPECIFIC STANDARDS" 11 jj" / 3 ® 18" O.C.E.W. o NE lN9GA SUPPLIERR5. EACH RACK PROVIDES 6 PARKING SPACES CONTRACTOR TO INSTALL NEW 48"X48" LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF T1-« FOR A TOTAL OF 12 SPACES. "READY ACCESS" PROJECTED DRIVE OS WINDOW WITHIN EXI5TING OPENING. EXI5TIN ACCE5515E R iTE fwi (RE: GUT SHEETS) (EXI5TING - 2 WATER CLOSETS, I URINAL, 2 LAVATORIES PROVIDED) < F—< PARKIN TO NE W " B(�X" D TYPICAL 6" EXTRUDED i � LPEPPER D U-1 > = Iv 2 HR FIRE WALL D r I i EXIT ONLY 3 REMOVE AND DISPOSE EXISTING CURB WITHIN PROPOSED DRIVEWAY i — FMff IF KING SIGNAGE SAW CUT EXISTING PAVEMENT 1 TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT. Y , � I I! NEW 6' PEDE5TRIAN GUARDRAIL RE: 05/AI IIGq NEW ADA GONG. RAMP RE: 04/AI NEW GONG. LANDING (n 00 EX15T 6 ACCESSIBLE I 1 11 IEXISTING TRAFFIC SIGN NEW DINING FOOTAGE: 1,364 SF ® 15 5F/FE-RSON jc TO BE REMOVED RA_ TOTAL OCCUPANTS: . QI 06/13/06 I I OCCUPANCY TYPE: A-2 I CONSTRUCTION TYPE V 2 NEW BICYCLE RACKS PROVIDED: Pq a PER CITY OF COLLEGE STATION FIRE WALL FIRE-RES15TANCE RATING (TABLE 705.4) "NORTHGATE SPECIFIC STANDARDS" 11 SUPER GYGLOOPS MODEL #2175 BY o COLUMBIA CASCADE. ACCORDANCE WITH SECTION 715.4 AND SHALL NOT EXCEED 120 EACH RACK PROVIDES 6 PARKING SPACES LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF T1-« FOR A TOTAL OF 12 SPACES. WALL. OS 1. EXI5TIN ACCE5515E R iTE fwi 135 MEN ® 1/15 = 2 WATER CLOSETS, I URINAL, I LAVATORY REQUIRED JOHN C. CULPEPPER SAW CUT EXISTING PAVEMENT TIE PROPOSED PAVEMENT NG -2 TO EXISTING PAVEMENT. LANDSCAPE AREA (SEE LANDSCAPE PLANS FOR DETAILS) EXISTING McDONALD'S SIGN TO BE REMOVED PARKING TYPE 11 PAVEMENT SEE SPEC. THIS SHEET INSTALL WHEEL A STOP N44° 54' 00" E1.09, 90' - 0 —�— — — 4' 00' W _ 216. 60-'- 10, E. J� F'q� ti fcI I FRONT LOADER TRASH COMPACTOR ' — — — — — fX- Y TOBE INSTALLED, COORDINATE ELECTRIC WITH CITY —•—.5' B, L.20' x 20' TRASH EXXTERIOR TO MTCH BLOSURE UIILDINGW/CUSTOM OR[�R BLyIDISPLAYNEW„RED O 10.5' x 20' DRY STORAGE W/DVDCANOPEXTERIOR TO MATCH BUILDING LO:it ^ P a Cil K a SET 24” OFF ED OF EXI5TING ST NT I I s n', 4 a < DABBS UNIV. INC. i I NG -2 F9 w I MAX ALLOWABLE PROJEGTIO I ��'-0-- 20' x 40' STORAGE BLDG. W/ 7TO •A8 I EXTERIOR TO MATCH BUILDING 12" INTO DRIVE LANE PER CITY F COLLEGE STATI EXI DRIV€ ANE t (-' G GURE 1 =___ I 7" THICK 4000psi CONCRETE PAD W/ © I' " FTOT GJE�ON 1 I #3 BARS ® 18 0/C EACH WAY I 1 I 1 G� m TOT PRO-EGTION INTO 1 1 PRI NE LLJ - NEW CONCRETE 1 ( - 1 EXISTING TRASH CORRAL AND 5TORA6E . � ; 1 WHEELSTOP5 t I J SHED TO BE PAINTED TO MATCH BUILDIN6. i . 1-- NEW 4 THICK X 6 –0 WIDE — PUBLIC SIDEWALK PER STATE & LOCAL CODES. PROVIDE ACCESSIBLE RAMPS AT LOCATIONS SHOWN (TYP'L.) EXISTING McDONALD'S SIG IU TO BE REMOVED ® EXISTING McDONALD'S SIGN ® TO REMAIN IO ICONSTRUCT 6" P.C.C. CURB ON EXISTING PAVEMENT I R POLE WITH CROSSARM NG OVERHEAD ELECTRIC NG UNDERGROUND TELEPHONE NG WATER LINE NG SAN SEWER LINE NG GAS LINE CURB RAMP SECTION 5/4" = 11 -0 " Ori EX 15T I N6 S 1 TE PLAN (n 00 EX15T 6 ACCESSIBLE I 1 11 NEW DINING FOOTAGE: 1,364 SF ® 15 5F/FE-RSON jc D 0) RA_ TOTAL OCCUPANTS: EXI5TING ACCESSIBLE PARKING, GRAPHI05I RE:05/AI OCCUPANCY TYPE: A-2 I CONSTRUCTION TYPE V POLE: SIGN5 A RAMPS TO REMAIN. FIRE WALL/OPENING a Q c0 (� FIRE WALL FIRE-RES15TANCE RATING (TABLE 705.4) F415* 38' 00'W SVTEARtND�4 �GE 7 5TH `775'I.!OCflLl- GROUP A2 - 2 HOUR FINISHED CON�W IDV o 3 0 0 0' ACCORDANCE WITH SECTION 715.4 AND SHALL NOT EXCEED 120 I-1- LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF T1-« , (RE: SHEET A"T FOR MIN REOU I MENTS) WALL. r o < EXI5TIN ACCE5515E R iTE fwi 135 MEN ® 1/15 = 2 WATER CLOSETS, I URINAL, I LAVATORY REQUIRED (EXI5TING - 2 WATER CLOSETS, I URINAL, 2 LAVATORIES PROVIDED) I F—< PARKIN TO NE W " B(�X" D ( K ABBRASSIVE TILED ENTRY I TYP'L. UNLESS NOTED 6" EXTRUDED i 75 U-1 > = NEW 4 THICK X 6 –0 WIDE — PUBLIC SIDEWALK PER STATE & LOCAL CODES. PROVIDE ACCESSIBLE RAMPS AT LOCATIONS SHOWN (TYP'L.) EXISTING McDONALD'S SIG IU TO BE REMOVED ® EXISTING McDONALD'S SIGN ® TO REMAIN IO ICONSTRUCT 6" P.C.C. CURB ON EXISTING PAVEMENT I R POLE WITH CROSSARM NG OVERHEAD ELECTRIC NG UNDERGROUND TELEPHONE NG WATER LINE NG SAN SEWER LINE NG GAS LINE CURB RAMP SECTION 5/4" = 11 -0 " Ori EX 15T I N6 S 1 TE PLAN NEW ADA CONRAMP RE: 04/AI d cOc1c NEW STRIPING AT ACCE5515LE R UTE© © _ NEW ADA GONG iMP /' c� f� OCCUPANT LOAD EX15T 6 ACCESSIBLE I 1 11 NEW PARKIN6 SIGNAGE NEW DINING FOOTAGE: 1,364 SF ® 15 5F/FE-RSON jc EXI5TING KITCHEN s SUPPORT FOOTAGE: 2,189 5F @ 200 5FA:1ER5ON RA_ TOTAL OCCUPANTS: 269 OCCUPANTS RE:05/AI OCCUPANCY TYPE: A-2 I CONSTRUCTION TYPE V FIRE WALL/OPENING 4" THICK 3000psi BROOM IBC 2003 - SECTION 705 FIRE WALL FIRE-RES15TANCE RATING (TABLE 705.4) GROUP A2 - 2 HOUR FINISHED CON�W IDV EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 715.4 AND SHALL NOT EXCEED 120 5QUARE FEET. THE AGGREGATE WIDTH OPENING AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF T1-« WALL. z o < RE:02/AIUJ 135 MEN ® 1/15 = 2 WATER CLOSETS, I URINAL, I LAVATORY REQUIRED (EXI5TING - 2 WATER CLOSETS, I URINAL, 2 LAVATORIES PROVIDED) L `� 6" EXTRUDED i U-1 > = CONCRETE CURB 2 HR FIRE WALL UJ — FMff IF KING SIGNAGE 5TIN6 ACCESSIBLEz bj - FROP05ED DINING ADDITION\0 1,312 5Q. FT. PARKING LANDING AGCE551B LE QCfI o I W PAINTED STRIPING TYPICAL q�O R4 0' I ND I GATES ARE y9<� zs' B. NEW GONG. WA °�� DABBS UNIV. INC. V NEW ADA CONRAMP RE: 04/AI d cOc1c NEW STRIPING AT ACCE5515LE R UTE© © _ NEW ADA GONG iMP /' c� f� OCCUPANT LOAD EXI5TING DINING FOOTAGE: 2,504 SF @ 15 5F/PERSON cti NEW DINING FOOTAGE: 1,364 SF ® 15 5F/FE-RSON jc OLl flOd �� < 140. 00' EXISTING TRAFFIC SIGNS TO BE RELOCATED HANDICAPPED RAMP PER A.D.A SPEC. W/DETECTABLE WARNING MATERIAL FULL WIDTH OF RAMP & SLOPES NOT TO EXCEED 1:12 EXISTING TRAFFIC SIGNS TO BE RELOCATED Un iversity Drive a k, a, F, K 60 110' R, ❑, W. 6" CONCRETE APPROACH 3000psi W/ #3 BARS 18" O.C.E.W. SAW CUT EXISTING PAVEMENT TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT. 0 rD �D TO LOCAL. BU I LD I N6 OPS I G I AL : SCOPE OP WORK: THE PROP05ED SCOPE OF WORK FOR THIS PROJECT 15 TO ADD A "REDHOX" DVD K105K TO THE EXTERIOR OF AN EXI5TING WDONALD'S. ALL BUILDING, PARKIN6 AND ACCESSIBLE ROUTES ARE EXISTING AND HAVE NOT BEEN ALTERED IN ANY WAY BY THE SCOPE OF THIS PROJECT. G.G. TO FIELD VERIFY ACCESSIBILITY COMPLIANCE OF RAMPS AND ROUTES AND REPORT ANY DISCREPANCIES TO ARCHITECT. GENERAL MOTES: I. McDONALD5 CORP HAS PROVIDED 51TE INVE5TI&ATION SURVEYS TO CASTLES DESIGN GROUP FOR OUR USE IN PREPARATION OF SITE PLAN. 2. ALL EXISTING ACCESSIBLE ROUTES ARE ASSUMED TO BE IN COMPLIANCE WITH TA5 AND ADA STANDARDS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXI5TIN67DIMENSIONS PROVIDED BY MrVONALD5 CORP SITE SURVEYS AND DETERMINE AGGE5515ILITY COMPLIANCE AS PROVIDED BY SHEET Al. ANY V15GREPANCIE-5 ARE TO BE REPORTED TO ARCHITECT PRIOR TO COMMENGIN6 WORK. G IDS COOLER NOTES: G,G. TO PROVIDE POWER TO UNIT FROM EXISTING STORE PANEL G.G. TO RUN ALL REQUIRED CONDENSATE LINES AFTER COOLER UNIT 15 SET IN PLACE. REQUIRED CONDENSATE LINES SHALL BE RUN OUTSIDE OF BUILDING AND DISCHARGE ABOVE GRADE @ OUTSIDE OF BUILDING. A06/15/06 NOTE: ALL LAND5GAPE AREAS, PARKIN6 LOTS ISLANDS, 5WALE5, DRAINAGE AREAS, PARKIN6 LOT SETBAGK5, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION SHALL BE RECEIVE 10096 COVERAGE OF: GRONDGOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL 6RA55. BICYCLE PARKING 51ANDARDS: FOR NON RESIDENTIAL USES A MINIMUM OF FOUR (4) BICYCLE PARKING SPACES PLUS ONE (1) ADDITIONAL SPACE PER ONE THOUSAND (1000) 5QARE FEET OF FLOOR AREA ABOVE 2,000 50ARE FEET SHALL BE REQU I RED. BUILDING AREA GALGULATION: EXI5TIN6 BUILDING AREA: 4,693 5Q. FT. PROPOSED ADDITION: 1,364 5Q. FT. TOTAL BUILDING AREA: 6,051 5Q. FT. REQUIRED BICYCLE PARKING ALLOWANCE 4 REQUIRED + I PER 1,000 ABOVE 2,000 5Q. FT. (0,05-1 - 2,000 = 4,057 5Q. FT. 4,057 / 1000= 4.057 4 REQUIRED + 4.057 ADDITIONAL SPACES = 9 REQUIRED 12 PROVIDED i�ROJ�GT IN'ORM,ATION / OCCUPANT LOAD EXI5TING DINING FOOTAGE: 2,504 SF @ 15 5F/PERSON 167 OCCUPANTS NEW DINING FOOTAGE: 1,364 SF ® 15 5F/FE-RSON 91 OCCUPANTS EXI5TING KITCHEN s SUPPORT FOOTAGE: 2,189 5F @ 200 5FA:1ER5ON II OCCUPANTS TOTAL OCCUPANTS: 269 OCCUPANTS CODE INFORMATION OCCUPANCY TYPE: A-2 CONSTRUCTION TYPE V FIRE WALL/OPENING IBC 2003 - SECTION 705 FIRE WALL FIRE-RES15TANCE RATING (TABLE 705.4) GROUP A2 - 2 HOUR OPENINGS (SECTION 705.8) EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 715.4 AND SHALL NOT EXCEED 120 5QUARE FEET. THE AGGREGATE WIDTH OPENING AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF T1-« WALL. 1 1/2 HR FIRE GLAZING ® APPROX 75 5F PLUMBING FIXTURE'. COUNT 135 MEN ® 1/15 = 2 WATER CLOSETS, I URINAL, I LAVATORY REQUIRED (EXI5TING - 2 WATER CLOSETS, I URINAL, 2 LAVATORIES PROVIDED) 135 WOMEN @ 1/15 = 2 WATER CLOSETS, I LAVATORY REQUIRED ■ Revisions No. Date Description ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2007 CASTLES DESIGN GROUP, Inc. ■ ■ O P 0 I L 111ppw UA 0 W O 0 50011, W = ® ' m W Z 1E® G 92h 0 c111111110 v ■ ■ A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 'O�FtE D A R �o,l All OW.w i 0.v eigT .1506. •� �.: / ®vo F OF 'T / . lea 1► i � ��� ■ �:"Y ■ EXI5TING 51TE FLAN NEW "REDBOX° D1(D KIOSK s 1" LOCATION A® TRUE ■ ■ NORTH Date: 10-12-2007 I"=2o' OI ■ ■ Project No: 0710-262 ■ I. GENERAL A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE ARCHITECTUAL PORTION OF THE WORK. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 2. GOVERNING BUILDING GODS: VARIES FOR EACH JURISDICTION 5. DISCOVERY AND FIELD VERIFICATION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH THE PROJECT DOCUMENTATION. SUCH CONDITIONS MAY INTERFERE WITH THE NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXI5TIN67 WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDIN65. B. THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDIN67(5) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 4. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. G. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. 5. SUBMITTALS A. FURNISH AND INSTALL ONE SEPIA 4 ONE PRINT OF SHOP AND ERECTION DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. B. FURNISH AND INSTALL TWO SETS OF CONCRETE MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW NO LATER THAN TWO WEEKS PRIOR TO ON-SITE USE OF THESE MATERIALS. G. GENERAL AND SUB -CONTRACTOR NOTES; (1) THE GENERAL SUBCONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL REVIEW. (2) THE DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWIN65. DRAWING PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW WILL BE RETURNED REJECTED. GENERAL NOTES CANOPY FRAME - RE: 'EVERBRITE' SHOP PRANIN65 NEW CONCRETE PAD RE: STRUCTURAL CANOPY GUARDRAIL RE: 'EVERBRITE' SHOP DRAWINGS CANOPY FRAME ABOVE CONNECTION DATA CONNECTION DATA WIRING CONDUIT DD CD RENTALS 01,IIS =,'g:go eg8�o: B°Sa;g p�eeg�g� TO TELEPHONE BOARD TO PANEL PP-1---� POWER WIRING FOR L16HT FIXTURES. RE: 'EVERBRITE' SHOP DRAWING5 FOR SPECS 4 LOCATIONS WEATHERPROOF LOCKABLE 20AIP DISCONNECT SWITCH, MTD A5 HIGH AS POSSIBLE f�IG�I►� i r-------� I EXIST. PANEL 1 I PP -1 I WEATHERPROOF DISCONNECT — I I SWITCH I I I MOUNT AT TOP OR BOT. OF I ( BREAKERS IF AVAILABLE. I PROVIDE HANDLE LOCK -OFF I I DEVICE I I I I II 1 20/1 n I ., LIGHTS CANOPY I ( GRAPHICS L ------J DVD VENDOR ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2005 NEC PROVIDE 6FG1 PROTECTION FOR VENDING MACHIONE PER ARTICLE 422.51 or- THE FTHE 2005 NEC. I j 200 W (VENDING UNIT) 40 W (BACKLIT CANOPY) i 03/2Q/07 150 W ( SOFFIT LIGHTING) i 200 W + I,1O W ® 1255 = 455 W 438 W / 120 V = 31 AMPS TOTAL ADDITIONAL DEMAND AT PANEL 15 5.71 AMPS. THE CONTRACTOR SHALL CONNECT TO EXISTING SPARE 20 AMP CIRCUIT. CONDUIT, IF REQUIRED, TO BE 1/2" EMT, (2) #12 CONDUCTORS AND (1) #12 GROUND. ELECTRICAL WIRING/ I LINE VIACGR K' I ✓ C V-4' 0/0 Cf GONG. RE: 5TRUGTURAL T-0' 0/0 OF T5. RE: EVBE BRITE' SHOP PRANINC75 8" I KIOSK PLAN - PULL PAIS Z7E51 GN OPTION 5/4" u l� DVD RENTALS CANOPY FRAME - RE: 'EVERBRITE' SHOP DRAWINGS CANADIAN STANDARDS A550CIATION 05A# 22,1062 CANOPY GUARDRAIL RE: 'EVERBRITE' SHOP DRAWINGS m NOTE: VERIFY COLOR OF GUARD-RAIL W/ REDBOX CONSTRUCTION MANAGER CANADIAN STANDARDS ASSOCIATION GSA# 22,1062 MEN! 11111'� E NTALS I 0 I n I TA14r -i - I' v- PROJECTION I I IFY\HV 'EVERBRITEI I6N ITH EDGE OP i I GUARD-RAIL 1 4" MAX ----- I -I I PROJECTION 5'-1' GLR 0-0' MIN. REQD OLP- PER TAS) 6'-0" MIN. REQ -0 (FACE OF GURB) 1<1051< PLAN - r-Lr-YAT I ON5 5/4" = 11-0" V-4" 0/0 OF GONG. RE: 5TRUCTURAL 7'-0" 0/0 OF T5. 8" RE: EVERBRITE' SHOP ORMIN65 , 8" PROVIDE NEYq--] WHEEL STOPS AS REO'D I 1 03B/AI------- tu INGOMIN6 _ LU INCOMING o iE:Q:1 4 O DATA QKO Cl) LL m C1 tn USO mO Q z O V POWER 4 11L 0 0 0 ■ 0 ■ 01 i I` DVD VENDING I NEW" PAVING I h`I I d- °� CANOPY FRAME MACHINE FINISH. GOORD. W! Q RE: 'EVERBRITE' I I I I MGR'S GONSTRUGTIpN I m SHOP DRAWIN65 1 I i ° I I ° _1 MAN/46ER I 1 O NEW GRADE BEAM I I I I RE: STRUCTURALi ---- -------' ----� I I I I LJ I LJ CANOPY GUARDRAIL RE: 'EVERBRITE' I I I I I I I z SHOP DRAWINGS I I 0D � I U'- I E-- EXISTI N6 51D WALK-1—� rn I _ Q TO REMAIN. cOORD. NEW 0 1 I PAYING FINISH W/ REVWX UQ a I GON5TRUGTIO CANOPY FRAME j I q MANAGER Z ABO I 30x48 ACCESSIBLE I ( O w j I SIDE APROACH L - - - - 1 I PROVIDE NEYq--] WHEEL STOPS AS REO'D I 1 03B/AI------- <05K PLAN - GRAi7r- 5r -AM I;�E51 GN OPTION C C ■ ■ Revisions ■ ■ No. Date Description ■ ■ QI o51 --v i CITY cOMMEMS ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2007 CASTLES DESIGN GROUP, Inc. ■ ■ ■ ■ tu z 1L1 1L LU 00 AAA" o iE:Q:1 4 O p QKO Cl) LL m C1 tn USO mO Q z O V 4 11L C 0 0e <05K PLAN - GRAi7r- 5r -AM I;�E51 GN OPTION C C ■ ■ Revisions ■ ■ No. Date Description ■ ■ QI o51 --v i CITY cOMMEMS ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS DVD KIOSK RENTAL THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2007 CASTLES DESIGN GROUP, Inc. ■ ■ ■ ■ A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fag: 713 664 9756 ■ Date: 08-28-2007 ■00MONSID ■ Project No: 0708-232 IMM z o W 0 Cl) w v m J o W Q z O 92 C 0 0e ■ ■ A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fag: 713 664 9756 ■ Date: 08-28-2007 ■00MONSID ■ Project No: 0708-232 FROJEGT DATA: EXISTING WALL AREA PER NON-RESIDENTIAL ARCHITECTURAL STANDARDS 2,6'14 S.F. PROPOSED ACCENT COLOR NOT INCLUDED PER NON-RE51MENTIAL ARCHITECTURAL STANDARDS (RED MOLDED CANOPY COLOR) 8 S.F. ACCENT COLOR: 8 S.F. / 2014S.F. (BELOW 15% ALLOWED) 0.50% NOTE: ALL EXTERIOR M,ATERI,AL5 HAVE BEEN PREVIOUSLY APPROVED DURING FRONT BUILDING ADDITION PHA5E AND ARE IN KEEPING WITH THE NON-RESIDENTIAL ARCHITEOTURAL ST,ANDARD5 I A EXTERIOR ELEVATIONS (EAST) Q 06/13/06 ARCHITECTURAL RELIEF ELEMENT CANOPY NEW PREF I N I SH STANDING SEAM MTL. ROOF NEW 5YNTHETIG STONE VENEER NEW GROWN MOULDING W/ SYNTH. STUCCO FINISH (PAINT ACCENT COLOR) 5TUGGO VENEER (PAINT) _ NEW 4" DOWNSPOUT DRAIN LINE TERMINATE BELOW CURB LINE ARCHITECTURAL RELIEF ELEMENT I 06/13/06 PILASTER 1 v G QI 06/13/06 ARCHITECTURAL RELIEF ELEMENT rnRNIrF I') I PERCENTAGE ■ At;)DITION OF TOTAL ALLOWED milli Ws! i NEW 'REDBO ' DVD KIOSK I WITH PRE -E 61NEERED METAL AND MOLDW PLASTIC CANOPY (RE: PROTOTYPE PHOTO FOR 51Y,E AND G (RE: SHEET ,4-0 AND A -I FOR LoGffON ANE DE516N) i I i F a 1411 QI 06/13/06 NOTE: ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH A SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. NOTE: ALL 51(5N5 ARE TO BE PULLED UNDER SEPARATE PERMIT BY A STATE LICENSED SIGN CONTRACTOR. NEN SYNT HETI ivies=r—■m�—Em---■m��—fmiffil — MEN QI 06/13/06 ARCHITECTURAL RELIEF ELEMENT PILASTER WINDOW HEAD +1'-0" A.F.F. fiIf 02/A1q SIM. O.H. EXISTING ROOF DRAIN $ DOWNSPOUT NEW METAL PARAPET GAP (PAINT) NEW GROWN MOULDING W/ STUCCO FINISH (PAINT ACCENT COLOR) STUCCO VENEER (PAINT) NEW PREFIN15H STANDING SEAM MTL. ROOF TOP OF PARAPET +17'-1" A.F.F. NEW MIG -0070H "MINI-GUBE" ICON BRONZE METAL HALIDE UP -LIGHTS MOUNTED ON EXISTING MANSARD. SOFFIT HT +10'-0" A.F.F. EXISTING PAINTED CMU TO BE REPAINTED TO MATCH STUCCO COLOR SYNTHETIC STONE WAINSCOAT & SILL TO CONTINUE. G.G. TO PRICE AS ALTERNATE FINISHED FLOOR +O' -D" A.F.F. EXISTING BUILDING ELEMENTS TO BE PAINTED w� NEW I" INSULATED STOREFRONT GLAZING (BRONZE TINT) -- NEW SYNTHETIC STONE 51LL GAP — OL AINDOA SILL I' -- NEW SYNTHETIC STONE WAINSGOAT OL FINISHED FLOOR Ir +O' -O" A.F.F. NEW SYNTHETIC STONE WAINSGOAT OVER EXISTING PAINTED CMU. Q06/13/06=AR-0-HITEGTURLMENT EXTERIOR EL,EVATION5 (EAST) EAST ELEVATION: (PRIMARY ENTRANCE) EXISTING PAINTED SPLIT FACE CMU METAL CANOPY STONE VENEER STUCCO GLAZING -WALL BETWEEN O' AND 8' AFF -GLAZING BETWEEN O' AND 8' / TOTAL FACADE AREA: 111nil [-Am PROPOSED ADDITION EXISTING GONSTRUCTI AREA OF PROP05EP PERCENTAGE PERCENTAGE ■ At;)DITION OF TOTAL ALLOWED O 50. FT. 0 50. FT. 532 50. FT. 61 25 916 MIN. 140 SO. FT. 16 9b 75 961 MAX. I q2 50. FT. 324 50. FT. 165 50. FT. 51 % 50 % MIN 864 50. FT. EAST ELEVATION: (PRIMARY ENTRANCE) EXISTING PAINTED SPLIT FACE GMU METAL CANOPY STONE VENEER STUCCO GLAZING TOTAL FACADE AREA: EXISTING 476 50. FT. 425 5Q. FT. 102 50. FT. 400 50. FT. 430 5Q. FT. 1,833 5Q. FT. �JILJIIi ■ ■ Revisions ■ No. Date Description ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT McDONALDS 801 UNIVERSITY DRIVE THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2007 CASTLES DESIGN GROUP, Inc. ■ ■ OD Cm do 1110 Z NCS Z OZ oCl)~ W � U. W � W !Id 8-1 O cr Cl) 0 111- p UJJo C41 cc o Z arc w go 2 0) to Q ■ ■ ■ ■ A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 E�E�AR``,l _o �� ER •M. • �y�'oo s� C9 4••'' °� �10 'J . C% z•-a� o;e %1506. >/ OO`F TE tg s ■ EXTERIOR ELEVATI ON5 (EAST) V � .�� A2 ■ ■ Date: 11-16-07 ■ ■ 1/4" = 15-0" OI Project No. : 0710-262 ■ ■