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HomeMy WebLinkAboutDRAWINGSn I I I - - 0 11 O2 EXTERIOR ELEVATION (EAST) 3/1611 1-011 A3 3 I EXTERIOR ELEVATION (NORTH) 3/1611 = 1 1-011 O EXTERIOR ELEVATION (WEST) m N7 N7 LE-OAL DFSCRFrION BEING IN THE REMAINDER OF LOTS 1 & 2, BLOCK 5, 1,437 ACRES, QHERMAN F. KRENEK SUBDIVISION, PHASE 1, VOLUME 752, PAGE 575 K ME 5 437 ACRES' 752 , PAG E 575 OwmrmMORGAN RECTOR LEAGUE, A-46, COLLEGE STATION, BR 823-643-1191 TEXAS tbo*A IW<TWTN AZOS COUNTY TE 64 _1191AMIRHIRANI22997RIDGEMOORESTATECT, CON 'OE, TX 77385 823 -64j3 -119l OLIGHTED CHANNEL LETTERS. PROVIDE NECESSARY BLOCKING IN WALL FOR SIGN MOUNTING. PROVIDE ONE 20A CIRCUIT. VERIFY SIZE AND LOCATION WITH SIGN VENDOR. OEIFS CORNICE O3 EIFS WAINSCOT TRIM O4 EIFS FINISH WITH EXPANSION JOINTS O1" RAISED EIFS BAND, 18" WIDE g CULTURED STONE VENEER ALUMINUM STOREFRONT SYSTEM — RED BAKED : LUMINUM FINISH, GC TO COORDINATE W/OWNER7R 0 OHOLLOW METAL DOOR — RED BAKED ALUMINUM FINISH, GC TO COORDINATE W/OWNER OOVERHEAD ROLL—UP DOOR RED BAKED ALUMIqUM FINISH, GC TO COORDINATE W/OWNER 10 BRICK VENEER 11> STEEL BOLLARD — PAINTED 8> SECURITY LIGHT MATE FNS OEIFS COLOR 1: DRYVIT — SANDPIPER 385A OB EIFS COLOR 2: DRYVIT — RED CLAY 356A OSTONE VENEER MANUFACTURER: LONE STAR STONE COLOR: DIAMOND BACK Op BRICK VENEER MANUFACTURER: ROBINSON BR,CK COLOR: PEPP.FRMILL SQUARE FOOTAGE C&MI.ATI M' SOUTH ELEVATION EAST ELEVATION TOTAL SQUARE FOOTAGE: 2,047 S.F. TOTAL SQUARE FOOTAGE: 1,719 S.F. TOTAL MINUS OPENINGS: 1,305 S.F. 64% TOTAL MINUS OPENINGS: 1,479 S.F. 86% DOORS/WINDOWS; 742 S.F. 36% DOORS/:WINDOWS: 240 S.F. 14% EIFS COLOR 1:: 961 S.F. 47% EIFS, COLOR 1: 1,085 S.F. 63% EIFS COLOR 2: 123 S.F. 6%, EIFS 2: 102 S.F. 6% BRICK VENEER: 138 S.F. 7% B TLOR ENEER: 99 S.F. 6% STONE VENEER: 83 S.F. 4% STONE VENEER: 193 S.F. 11% METAL: 551 S.F. 27% METAL: 240 S.F. 14% NORTH ELEVATION WEST tLEVATION TOTAL MINUS OPENINGS: 1,932 S.F. TOTAL INUSOPENINGS: 1,656 S.F.' TOTAL MINUS OPENINGS: 1,932 S.F. 100% TOTAL MINUS OPENINGS: 1,421 S.F. 86% DOORS/WINDOWS: 0 S.F. 0% DOORS /WINDOWS: 235 S.F. 14% EIFS COLOR 1: 1.313 S.F. 68% EIFS 1J022 S.F. 62% EIFS COLOR 2: 123 S.F. 6% EIFS COLOR 2: 132 S.F. 8% BRICK VENEER: 178 S.F. 9% BRICKVENEER: 86 S.F. 5% STONE VENEER: 318 S.F. 15% STONE VENEER: 181 S.F. 11% METAL: 0 S.F. 0% METAL: 33 S.F. 2% W.40 2" L11 Ln111 X m REVIEWED FOR IF COMPLIANCE MAR N"Ml CN COLLEGE 6 IAHON F: DEVELOPMENTPERYICES PLAT FILED: tg, 9RI'90 13/16 1 -0 P1LASTSER ELE VATION (l M) pl. D ARCHITEC URE ENGINEERING INTERIOR DE N PROJECT MANAGEMENT AA 003420 CA 8660 pm 4560 BELT LME RD SUITUI; 340 ADDISON, TX 75001 PH 972.98010002 FX 972.9800006 CONSULTANT: REVISIONS: NO, DATE REMARKS 3 4-25-11 CITY COMMENTS TIREMA) 2319 TEXAS AVE. S( COLLEGE STATION, COPYRIGHT @ 2011 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCU ENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIOPIS, CHANGES OR ASSIGNMENrS ARE PROHIBITED, I PROJECT NO: 002011.0058 DATE: 3-1-11 1:00 A3.6i EXTERIOR ELEVATIONS F-1 m 1, EXTERIOR ELEVATION (SOUTH) 18'-3" T.O. PARAPET rqlt?'T.O. •ODOOR T.O. WAINSCOT 3/1611 = 11-0'1 I w4m O EXTERIOR ELEVATION (NORTH) w4m 3/16111611 = 1 1-011 6XC 8 C O EXTERIOR ELEVATION (WEST) wc 5 3/1611 = 11-011 WNR KEYED NOTES OLIGHTED CHANNEL LETTERS. PROVIDE NECESSARY BLOCKING IN WALL FOR SIGN MOUNTING. PROVIDE ONE 20A CIRCUIT, VERT, SIZE AND LOCATION WITH SIGN VENDOR. I 2O EIFS CORNICE OEIFS WAINSCOT TRIM OEIFS FINISH WITH EXPANSION JOINTS 5O 1" RAISED EIFS BAND, 18" WIDE OCULTURED STONE VENEER 7O ALUMINUM STOREFRONT SYSTEM OHOLLOW METAL DOOR — PAINTED OOVERHEAD ROLL—UP DOOR — PAINTED 8> 0 BRICK VENEER 11 STEEL BOLLARD — PAINTED 8> 2 SECURITY LIGHT MATER& ML 111111115NII-106 AO EIFS COLOR 1: DRYVIT — SANDPIPER 385A BO EIFS COLOR 2: DRYVIT — RED CLAY 356A OSTONE VENEER — MANUFACTURER: LONE STAR STO E COLOR: DIAMOND BACK CHALK p BRICK VENEER — MANUFACTURER: ROBINSON BRICKO COLOR: PEPPERMILL MUAM MOTAGEf%Al SOUTH ELEVATIONEAST tLt TION---- TOTAL MINUS OPENINGS: 1,190 S.F. DOORS/WINDOWS: 742 S.F.3Z TOTAL MINUS DOORS/WINDOWS: OPENINGS: 1,366 S.F. 240 S.F. EIFS COLOR 1: 880 S.F. EIFS COLOR 1: 1,004 S.F. EIFS COLOR 2: 123 S.F. EIFS COLOR 2: 102 S.F. BRICK VENEER: 105 S.F.' tUU L tj$ BRICK VENEER: 84 S.F. STONE VENEER: 83 S.F. STONESTONE VE EER: 176 S.F. Io NORTH ELEVATION WEST ELE' ATION TOTAL MINUS OPENINGS: 1,932 S.F. TOTAL MI US OPENINGS: 1,371 S.F. DOORS/WINDOWS: 0 S.F. DOORS/W DOWS: 235 S.F. EIFS COLOR 1: 1,455 S.F. EIFS COLC R 1: 1,008 S.F. EIFS COLOR 2: 123 S.F. EIFS COL R 2: 102 S.F. BRICK VENEER: 63 S.F. / BRICK 2EER: EER: 84 S.F. , STONE VENEER: 291 S.F. STONE 178 S.F. O PILASTER ELEVATION (NP.) 1/211 = 1 1-011 I ENGINEERIMOPP INTERIOR DESIGN PROJECT MANAGEME 1 T AA 0034 0 CA 860 4560 BELT LINED SUITE 3 )0 ADDISON, TX 7501 PH 972.980.0092 FX 972.980.006 1 SEAL: x• A f a 0 F OF- a•11 CONSULTANT: IREVISIONS: NO. DATE REMARKS v cotov 1 V,-oic4d.2 i r rhi + 0 NAVQ tis rko mosey- I TIREMAX si 2319 TEXAS AVE, SOUTH COLLEGE STATION, TX COPYRIGHT@ 2011 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMEN IS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 11 PROJECT NO: 002011.0058 DATE: 3-1-11 A30 0 EXTERIOR ELEVATION: CHECKED: ` v ROOF LINE SLOPE Y"=1'-0" MIN. 10'-0" T.O. STOREFRONT/ B.O. CORNICE 2@'-3" T.O. PARAPET 18'-3" T.O. PARAPET 10'-@" T.O. ROLL -UF B.O. CORNICE O2 EXTERIOR ELEVATION (EAST) 11 11 w4m O EXTERIOR ELEVATION (WEST) MSC Ohio 3/1611 i611 = 1'-01, 7 MC i L DESC N , BEING IN THE REMAINDER OF LOTS 1 & 2, LOCK 5, 1,437 ACRES, HERMAN F. KRENEK SUBDIVISION, PHASE 1, OLUME 752, PAGE 575 MORGAN RECTOR LEAGUE, A-46, COLLEGE STATION, BRAZOS COUNTY TEXAS L 11,'lz I i AMIR HIRANI 22997 RIDGEMOOR ESTATE CT, CONROE, TX 77385 823-643-1191 KM NOTES OLIGHTED CHANNEL LETTERS. PROVIDE NECESSARY BLOCKING IN WALL FOR SIGN MOUNTING. PROVIDE ONE 20A CIRCUIT. VERIFY SIZE AND LOCATION WITH SIGN VENDOR. OEIFS CORNICE O3 EIFS WAINSCOT TRIM 4O EIFS FINISH WITH EXPANSION JOINTS O1" RAISED EIFS BAND, 18" WIDE OCULTURED STONE VENEER O7 ALUMINUM STOREFRONT SYSTEM - RED BAKED ALUMINUM FINISH, GC TO COORDINATE W/OWNER OHOLLOW METAL DOOR - RED BAKED ALUMIN IM FINISH, GC TO COORDINATE W/OWNER 0 IER} EAD11 L -U OOR - RED BAKED A IUMINUM FINISH, GC TO COORDINATE W/OWNER A4<> MODULAR BRICK 11 _ STEEL BOLLARD PAINTED 12 SECURITY LIGHT 3 813> DOWNSPOUT THRU WALL WITH LAMBS TONGU OA EIFS COLOR 1: DRYVIT - SANDPIPER 385A OB EIFS COLOR 2: DRYVIT - RED CLAY 356A OSTONE VENEER - MANUFACTURER: LONE ST R STONE COLOR: DIAMOND BACK C ALK Op BRICK VENEER - MANUFACTURER: ROBINSONBRICK COLOR: PEPPERMILL SQUARE FOOTAGE CA MLAMNB 3 4-25-11 CITY COMM SOUTH ELEVATION NRA COMM 5 5-16-11 EAST ELEVATION TOTAL SQUARE .FOOTAGE: 2,047 S.F. TOIITAL SQUARE FOOTAGE: 1,719 S.F. TOTAL MINUS OPENINGS: 1,305 S.F. 64% TO'T: Z MINUS OPENINGS: 1,479 S.F. 86% DOORS/WINDOWS: 742 S.F. 36% DOORS/WINDOWS: 240 S.F. 14% EIFS COLOR 1: 961 S.F. 47% EIFS COLOR 1: 1,085 S.F. 63% EIFS COLOR 2: 123 S.F. 6% EI IS COLOR 2: 102 S.F. 6% BRICK VENEER: 138 S.F. 7% BRICK VENEER: 99 S.F. 6% STONE VENEER: 83 S.F. 4% STONE VENEER: 193 SF: - 11 % METAL: 551 S.F. 27% METAL: 240 S.F. 14% NORTH ELEVATION WEST ELEVATION TOTAL MINUS OPENINGS: 1,932 S.F. TOTAL MINUS OPENINGS: 1,656 S.F. TOTAL MINUS OPENINGS: 1,932 S.F. 100% TOTAL MINUS OPENINGS: 1,421 S.F. 86% DOORS/WINDOWS: 0 S.F. 0% DOORS/WINDOWS: 235 S.F. 14% EIFS COLOR 1: 1.313 S.F. 68% EIFS COLOR 1: 1,022 S.F. 627. EIFS COLOR 2: 123 S.F. 6% EIFS COLOR 2: 132 S.F. 8% BRICK VENEER: 178 S.F. 9% BRICK VENEER: 86 S.F. 5% STONE VENEER: 318 S.F. 15% STONE VENEER: 181 S.F. 11% METAL: 0 S.F. 0% METAL: 33 S.F. 2% W10 I(17 MODULAR BRICK PROJECTS 4-4/" FROM FACADE. 3 ti Ci.9 ®vii Q PILASTER ELEVj (10 z mo c z NW WZ ON (NP,) I INTERP W_- ARCHIT CTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 A 8660 4560 BEL LINER UITE 340 ADDISON, TX 75001 PH 972.1 80.0002 FX 972. 80.0006 SEAL: 0 e ao off. Of CONSULTANT: I' REVISIONS: NO, DATE REMARKS 3 4-25-11 CITY COMM 4 5-10-11 NRA COMM 5 5-16-11 NRA COMM e 1/211 1 1-011 2319 TEXAS COLLEGE S' Ki COPYRIGHT © 20111 I INTERPLAN LLC RESER ES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE DR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGN RENTS ARE PROHIBITED. IPROJECT NO: 002011 DATE: 3-1-11 g -65A3 .2, EXTERIOR ELEVATION CHECKED: W/ WITH N.T.S. SYMBOLS CONVERSION OF EXISTING BUILDING ABBREVIATIONS AC AIR CONDITIONING AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ASPH ASPHALT AT ALUMINUM THRESHOLD BD BOARD BLKT BLANKET CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS 2 TOP # = DETAIL # CARPET CTT CERAMIC TILE C/L CENTER LINE BBL DOULENKINGOFDRI FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWN SPOUT FINISH NOTE EACHEJEXPANSION JOINT ELEC ELECTRICAL ELEV / EL ELEVATION EQ EQUAL EXIST EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FR FIRE RATED GALV GALVANIZED GYPBD GYPSUM BOARD HC HANDICAPPED HDW HARDWARE HM HOLLOW METAL HVAC HEATING, AIR CONDITIONING, & VENT INFO INFORMATION INSUL INSULATION LAC LAY -IN ACOUSTICAL CEILING MAS MASONRY MAX MAXIMUM MECH MECHANICAL MFGR / MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MR MIRROR/MOISTURE RESISTANT MT MARBLE THRESHOLD L METAL NA NOT APPLICABLE NIC NOT IN CONTRACT OS NOMINAL NT NOTO SCALE R OOc PP OPPOSITE PLYWOOD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PT PAINT / PRESSURE TREATED QT QUARRY TILE R RISER/RADIUS REBAR REINFORCING BAR REF REFERENCE REINF REINFORCE REQ'D REQUIRED RO ROUGH OPENING SB SPLASH BLOCK SHLVS SHELVES Sim SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STL STEEL RAGE SUOSP SUSPENDED T TREAD TELE TELEPHONE TPD TOILET PAPER DISPENSER UNO NL ESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL VT VINYL THRESHOLD WC WATER CLOSET WD WOOD WP WATERPROOF WWF WELDED WIRE FABRIC W/ WITH N.T.S. SYMBOLS GENERAL NOTES 1. ALL WORK MUST COMPLY WITH ALL APPLICABLE CODES, STANDARDS, ORDINANCES AND THE LIKE. 2. LOCATION OF ALL DOORS, FIXTURES, EQUIPMENT AND THE LIKE MUST BE IN COMPLIANCE WITH ALL APPLICABLE CODES. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT IN WRITING OF ANY AND ALL DISCREPANCIES. 4. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS AND/OR SPECS, THE MORE RESTRICTIVE CONDITION SHALL BE DEEMED THE CONTRACT REQUIREMENT. 5. DO NOT SCALE THE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES. 6. THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH THE PROJECT CONDITIONS PRIOR TO STARTING CONSTRUCTION. 7. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM PROJECT SITE AND LEAVE THE BUILDING AND GROUNDS "BROOM CLEAN" UPON COMPLETION OF THE WORK. 8. THE CONTRACTOR SHALL PERFORM HIS SERVICES IN A SKILLFUL AND COMPETENT MANNER IN ACCORDANCE WITH THE HIGHEST STANDARDS OF THE CONSTRUCTION INDUSTRY. 9. ANY WORK REQUIRING DEMOLITION FOR INSTALLATION OF NEW WORK SHALL HAVE THE REMAINING AREA RESTORED TO IT'S ORIGINAL FINISHED CONDITION BY THE CONTRACTOR. 10. THESE DOCUMENTS DEPICT THE PROJECT IN IT'S FINAL COMPLETED FORM. IT IS NOT THE INTENT OF THE THESE DOCUMENTS TO DESCRIBE EVERY DETAIL REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE PROJECT, THE CONTRACTOR IS EXPECTED TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND THE LIKE, WHETHER INDICATED WITHIN THESE DOCUMENTS OR NOT, FOR THE SUCCESSFUL COMPLETION OF THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT THE PROJECT AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY REQUIREMENTS. 11. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL STRUCTURAL ELEMENTS AND FINISH MATERIALS. 12. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATION OF NEW FRAMING MEMBERS, LINES OF SUPPORT, LOCATIONS OF ANCHOR BOLTS, HOLD DOWNS, EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO ORDERING MATERIALS. 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION, DEMOLITION MEANS AND METHODS ON THE PROJECT. THE OWNER AND HIS CONSULTANTS SHALL NOT BE RESPONSIBLE FOR HOW THE WORK IS PERFORMED, SAFETY OR NEGLIGENT ACTS OR OMISSIONS BY THE GENERAL CONTRACTOR OR THE SUB -CONTRACTORS ON THE JOB. 14. THE GENERAL CONTRACTOR SHALL _, ENSURE -THAT ALL MATERIALS, AS AND- THATREQUIREDBYCODE, ARE TESTED-BY_INDEPENDENT LABORATORIES RESULTS ARE FURNISHED TO LOCAL BUILDING AUTHORITIES, OWNER AND THE PROJECT CONSULTANTS IF REQUIRED. 15. ANY CHANGES TO THE DESIGN AFTER ISSUANCE OF A BUILDING PERMIT SHALL BE SUBMITTED TO THE PRESIDING BUILDING AGENCY FOR APPROVAL BY THE GENERAL CONTRACTOR. 16. DOCUMENTS MARKED "BID DOCUMENTS" SHALL NOT BE USED FOR CONSTRUCTION. 17. ACTUAL SHOP DRAWINGS FOR THIS SPECIFIC PROJECT MAY VARY AND IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK WITH THE REQUIREMENTS OF THE SUPPLIERS FOR THE MATERIALS REPRESENTED BY SHOP DRAWINGS. 18. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT WHO SHALL REVIEW THEM AND PROVIDE A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THESE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. OWNER & CONSULTANTS TENANT MECHANICAL ENGINEER ALARA SALES INC. INTERPLAN LLC 22997 RIDGEMOOR ESTATE CT. 604 COURTLAND ST, SUITE 100 CONROE, TX 77385 ORLANDO, FL 32804 CONTACT: AMIR HIRANI CONTACT: FRANK TRAHAN PLUMBING ENGINEER ARCHITECT INTERPLAN LLC INTERPLAN LLC 604 COURTLAND ST, SUITE 100 4560 BELTLINE ROAD, SUITE 340 ORLANDO, FL 32804 ADDISON, TX 75001 CONTACT: FRANK TRAHAN CONTACT: JARROD COOPER TEL: 972.980.0002 CIVIL ENGINEER ELECTRICAL ENGINEER INTERPLAN LLC INTERPLAN LLC 604 COURTLAND ST, SUITE 100 604 COURTLAND ST, SUITE 100 ORLANDO, FL 32804 ORLANDO, FL 32804 CONTACT: BOB ZIEGENFUSS CONTACT: FRANK TRAHAN GOVERNING AGENCIES BUILDING CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION 1101 TEXAS AVENUE COLLEGE STATION, TX 77842 I 231 9 TEXAS AVENUE SOUTH COLLEGE STATION, TX LEGAL DESCRIPTION Being all that certain tract or parcel of land lying and being situated in the MORGAN RECTOR LEAGUE, Abstract No. 46 in College Station, Brazos County, Texas and being a part of Lots 1 and 2, Block 5 of the HERMAN F. KRENEK SUBDIVISION, PHASE ONE as recorded in Volume 752, Page 575 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: R 1 f L f HE F. BEGINNING: at a found 1/2 -inch uon rod marking the north corner of said 1,ot 2, Block3HERMAN F. KRENEK SUBDIVISION (752/515)-5),of Lot SA according to the ep at o of 5 o the HERMAN . KRENEK SUBDMSION, PHASE TWO as recorded in Volume 6112, Page 149 (O.R.B.C.) and being in the southeast line of Lot 1B, Block 1 according to the Vacating & Resubdivision Plat of the KIRKPATRICK SUBDIVISION as recorded in Volume 729, Page 771 (O.R.B.C.); THENCE: S 49° 18'44" E along the common be of said Lots 2 and 5A for a distance of 181.17 feet to a found chiseled "X" mark in concrete for the east corner of said Lot 2, said "X" mark also marking the north comer of Lot 4R according to the Resubdivision Plat of Lots 3 and 4 of the HERMAN F. KRENEK SUBDIVISION, PHASE TWO as recorded in Volume 1545, Page 49 (O.R.B.C.); THENCE: S 41° 30'55" W along the southeast of said Lot 2, said he being common with the northwest line of the beforementioned Resubdivision Plat of HERMAN F. KRENEK SUBDIVISION (1545/49) for a distance of 151.92 feet to a found P/K Nail marking an angle point in the said southeast line of Lot 2; THENCE: S 420 07' 54" W continuing along the beforesaid common line for a distance of 193.35 feet to a chiseled "X" mark set in concrete for the south comer of this tract, said "X" mark also marking the east corner of the 0.056 acre State of Texas tract recorded in Volume 4089, Page I (O.R.B.C.); THENCE: N 49° 3650" W through the interior of said Lots 1 and 2, Block 5 and along the northeast line of said 0.056 acre tract for a distance of 180.11 feet to a 1/2 -inch iron rod set for the west comer of this tract, the north comer of the said 0.056 acre tract and said iron also being in the northwest line of said Lot 1, Block 5 HERMAN F. KRENEK SUBDIVISION, PHASE ONE (752/575) and the southeast line of Lot IA, Block 1 of said KIRKPATRICK SUBDIVISION (729/771); THENCE: N 41° 40' 55" E along the beforesaid northwest of Lot 1 for a distance of 346.19 feet to the POINT OF BEGINNING and containing 1.437 acres of land, more or less, according to a survey made on the ground under the supervision of Kevin R. McClure, Registered Professional Land Surveyor, State of Texas, No. 5650, on February 26, 2011. REVISION ISSUE LOG REV # ISSUE DATE I DESCRIPTION AFFECTED SHEETS REMARKS BY 3/30/11 SITE PLAN SUBMITTAL DEFERRED SUBMITTALS THE FOLLOWING SCOPE OF WORK SHALL BE UNDER SEPARATE PERMITS: 1. SIGNAGE THE FOLLOWING SCOPE OF WORK SHALL BE DEFERRED SUBMITTALS: 1. FIRE ALARM 2. FIRE SPRINKLERS ALL DEFERRED SUBMITTAL SHALL NOT BE INSTALLED OR MODIFIED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. R GOVERNING CODES ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND AMENDMENTS, AND ANY CITY ADOPTING AMENDMENTS TO THESE CODES AND THEIR ORDINANCES: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL PLUMBING CODE 2009 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE 2009 INTERNATIONAL FUEL GAS CODE 2008 NATIONAL ELECTRIC CODE PROJECT DESCRIPTION CONVERSION OF EXISTING BUILDING INTO A RETAIL STORE FOR THE SALE AND DETAIL REFERENCE XX CONSTRUCTION TYPE: XX TOP # = DETAIL # XX XX ROOM NUMBER XX BOTTOM # = SHEET # 4,863 SQUARE FEET NEW BUILDING AREA: 2,326 SQUARE FEET SECTION REFERENCE 7,189 SQUARE FEET EABPRJ #: Xx TOP # = DETAIL # xx WALL REFERENCE xx BOTTOM # = SHEET # 165/100 = 2 SHOWROOM 1 INTERIOR ELEVATION REFERENCE XX WINDOW/STOREFRONT REFERENCE 4 # 2 TOP # = DETAIL # 50 BOTTOM # = SHEET # 2009 IBC CHAPTER 29 TABLE 29.02 3 PERIMETER # = INTERIOR ELEV. # AREVISION NUMBER xx KEY NOTE FINISH NOTE Xxx EQUIPMENT/FURNITURE REFERENCE Xx DOOR REFERENCE XX ROOM NAME XX CEILING HEIGHT GENERAL NOTES 1. ALL WORK MUST COMPLY WITH ALL APPLICABLE CODES, STANDARDS, ORDINANCES AND THE LIKE. 2. LOCATION OF ALL DOORS, FIXTURES, EQUIPMENT AND THE LIKE MUST BE IN COMPLIANCE WITH ALL APPLICABLE CODES. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT IN WRITING OF ANY AND ALL DISCREPANCIES. 4. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS AND/OR SPECS, THE MORE RESTRICTIVE CONDITION SHALL BE DEEMED THE CONTRACT REQUIREMENT. 5. DO NOT SCALE THE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES. 6. THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH THE PROJECT CONDITIONS PRIOR TO STARTING CONSTRUCTION. 7. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM PROJECT SITE AND LEAVE THE BUILDING AND GROUNDS "BROOM CLEAN" UPON COMPLETION OF THE WORK. 8. THE CONTRACTOR SHALL PERFORM HIS SERVICES IN A SKILLFUL AND COMPETENT MANNER IN ACCORDANCE WITH THE HIGHEST STANDARDS OF THE CONSTRUCTION INDUSTRY. 9. ANY WORK REQUIRING DEMOLITION FOR INSTALLATION OF NEW WORK SHALL HAVE THE REMAINING AREA RESTORED TO IT'S ORIGINAL FINISHED CONDITION BY THE CONTRACTOR. 10. THESE DOCUMENTS DEPICT THE PROJECT IN IT'S FINAL COMPLETED FORM. IT IS NOT THE INTENT OF THE THESE DOCUMENTS TO DESCRIBE EVERY DETAIL REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE PROJECT, THE CONTRACTOR IS EXPECTED TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND THE LIKE, WHETHER INDICATED WITHIN THESE DOCUMENTS OR NOT, FOR THE SUCCESSFUL COMPLETION OF THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT THE PROJECT AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY REQUIREMENTS. 11. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL STRUCTURAL ELEMENTS AND FINISH MATERIALS. 12. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATION OF NEW FRAMING MEMBERS, LINES OF SUPPORT, LOCATIONS OF ANCHOR BOLTS, HOLD DOWNS, EXISTING SITE CONDITIONS AND UTILITIES PRIOR TO ORDERING MATERIALS. 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION, DEMOLITION MEANS AND METHODS ON THE PROJECT. THE OWNER AND HIS CONSULTANTS SHALL NOT BE RESPONSIBLE FOR HOW THE WORK IS PERFORMED, SAFETY OR NEGLIGENT ACTS OR OMISSIONS BY THE GENERAL CONTRACTOR OR THE SUB -CONTRACTORS ON THE JOB. 14. THE GENERAL CONTRACTOR SHALL _, ENSURE -THAT ALL MATERIALS, AS AND- THATREQUIREDBYCODE, ARE TESTED-BY_INDEPENDENT LABORATORIES RESULTS ARE FURNISHED TO LOCAL BUILDING AUTHORITIES, OWNER AND THE PROJECT CONSULTANTS IF REQUIRED. 15. ANY CHANGES TO THE DESIGN AFTER ISSUANCE OF A BUILDING PERMIT SHALL BE SUBMITTED TO THE PRESIDING BUILDING AGENCY FOR APPROVAL BY THE GENERAL CONTRACTOR. 16. DOCUMENTS MARKED "BID DOCUMENTS" SHALL NOT BE USED FOR CONSTRUCTION. 17. ACTUAL SHOP DRAWINGS FOR THIS SPECIFIC PROJECT MAY VARY AND IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK WITH THE REQUIREMENTS OF THE SUPPLIERS FOR THE MATERIALS REPRESENTED BY SHOP DRAWINGS. 18. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT WHO SHALL REVIEW THEM AND PROVIDE A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THESE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. OWNER & CONSULTANTS TENANT MECHANICAL ENGINEER ALARA SALES INC. INTERPLAN LLC 22997 RIDGEMOOR ESTATE CT. 604 COURTLAND ST, SUITE 100 CONROE, TX 77385 ORLANDO, FL 32804 CONTACT: AMIR HIRANI CONTACT: FRANK TRAHAN PLUMBING ENGINEER ARCHITECT INTERPLAN LLC INTERPLAN LLC 604 COURTLAND ST, SUITE 100 4560 BELTLINE ROAD, SUITE 340 ORLANDO, FL 32804 ADDISON, TX 75001 CONTACT: FRANK TRAHAN CONTACT: JARROD COOPER TEL: 972.980.0002 CIVIL ENGINEER ELECTRICAL ENGINEER INTERPLAN LLC INTERPLAN LLC 604 COURTLAND ST, SUITE 100 604 COURTLAND ST, SUITE 100 ORLANDO, FL 32804 ORLANDO, FL 32804 CONTACT: BOB ZIEGENFUSS CONTACT: FRANK TRAHAN GOVERNING AGENCIES BUILDING CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION 1101 TEXAS AVENUE COLLEGE STATION, TX 77842 I 231 9 TEXAS AVENUE SOUTH COLLEGE STATION, TX LEGAL DESCRIPTION Being all that certain tract or parcel of land lying and being situated in the MORGAN RECTOR LEAGUE, Abstract No. 46 in College Station, Brazos County, Texas and being a part of Lots 1 and 2, Block 5 of the HERMAN F. KRENEK SUBDIVISION, PHASE ONE as recorded in Volume 752, Page 575 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: R 1 f L f HE F. BEGINNING: at a found 1/2 -inch uon rod marking the north corner of said 1,ot 2, Block3HERMAN F. KRENEK SUBDIVISION (752/515)-5),of Lot SA according to the ep at o of 5 o the HERMAN . KRENEK SUBDMSION, PHASE TWO as recorded in Volume 6112, Page 149 (O.R.B.C.) and being in the southeast line of Lot 1B, Block 1 according to the Vacating & Resubdivision Plat of the KIRKPATRICK SUBDIVISION as recorded in Volume 729, Page 771 (O.R.B.C.); THENCE: S 49° 18'44" E along the common be of said Lots 2 and 5A for a distance of 181.17 feet to a found chiseled "X" mark in concrete for the east corner of said Lot 2, said "X" mark also marking the north comer of Lot 4R according to the Resubdivision Plat of Lots 3 and 4 of the HERMAN F. KRENEK SUBDIVISION, PHASE TWO as recorded in Volume 1545, Page 49 (O.R.B.C.); THENCE: S 41° 30'55" W along the southeast of said Lot 2, said he being common with the northwest line of the beforementioned Resubdivision Plat of HERMAN F. KRENEK SUBDIVISION (1545/49) for a distance of 151.92 feet to a found P/K Nail marking an angle point in the said southeast line of Lot 2; THENCE: S 420 07' 54" W continuing along the beforesaid common line for a distance of 193.35 feet to a chiseled "X" mark set in concrete for the south comer of this tract, said "X" mark also marking the east corner of the 0.056 acre State of Texas tract recorded in Volume 4089, Page I (O.R.B.C.); THENCE: N 49° 3650" W through the interior of said Lots 1 and 2, Block 5 and along the northeast line of said 0.056 acre tract for a distance of 180.11 feet to a 1/2 -inch iron rod set for the west comer of this tract, the north comer of the said 0.056 acre tract and said iron also being in the northwest line of said Lot 1, Block 5 HERMAN F. KRENEK SUBDIVISION, PHASE ONE (752/575) and the southeast line of Lot IA, Block 1 of said KIRKPATRICK SUBDIVISION (729/771); THENCE: N 41° 40' 55" E along the beforesaid northwest of Lot 1 for a distance of 346.19 feet to the POINT OF BEGINNING and containing 1.437 acres of land, more or less, according to a survey made on the ground under the supervision of Kevin R. McClure, Registered Professional Land Surveyor, State of Texas, No. 5650, on February 26, 2011. REVISION ISSUE LOG REV # ISSUE DATE I DESCRIPTION AFFECTED SHEETS REMARKS BY 3/30/11 SITE PLAN SUBMITTAL DEFERRED SUBMITTALS THE FOLLOWING SCOPE OF WORK SHALL BE UNDER SEPARATE PERMITS: 1. SIGNAGE THE FOLLOWING SCOPE OF WORK SHALL BE DEFERRED SUBMITTALS: 1. FIRE ALARM 2. FIRE SPRINKLERS ALL DEFERRED SUBMITTAL SHALL NOT BE INSTALLED OR MODIFIED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. R GOVERNING CODES ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND AMENDMENTS, AND ANY CITY ADOPTING AMENDMENTS TO THESE CODES AND THEIR ORDINANCES: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL PLUMBING CODE 2009 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE 2009 INTERNATIONAL FUEL GAS CODE 2008 NATIONAL ELECTRIC CODE PROJECT DESCRIPTION CONVERSION OF EXISTING BUILDING INTO A RETAIL STORE FOR THE SALE AND INSTALLATION OF AUTOMOBILE TIRES. REQUIRED CONSTRUCTION TYPE: V -B FULLY SPRINKLERED PROJECT OCCUPANCY: MERCANTILE (SHOWROOM, STORAGE, SHOP) 1 PER 25E 1 PER 40. 0 BUSINESS (OFFICE) EXISTING BUILDING AREA: 4,863 SQUARE FEET NEW BUILDING AREA: 2,326 SQUARE FEET TOTAL BUILDING AREA: 7,189 SQUARE FEET EABPRJ #: B1809494 OCCUPANCY OCCUPANCY S.F./L.F. = OCCUP. LOAD OFFICE 165/100 = 2 SHOWROOM 821/30 = 28 STORAGE 3642/300 = 12 SHOP 2326/300 = 8 TOTAL OCCUPANT LOAD 50 PLUMBING ANALYSIS 2009 IBC CHAPTER 29 TABLE 29.02 TOTAL OCCUPANT LOAD 50 50/2 = (25) 25 MALE 25 FEMALE FIXTURE TYPE REQUIRED PROVIDED REQUIRED PROVIDED WATER CLOSET LAVATORY URINAL 1 PER 25E 1 PER 40. 0 1 1 1 1 PER 25 1 PER 40. NA 1 NA DRINKING FOUNTAIN PORTABLE WATER COOLER PROVIDED SHEET INDEX SHT. NO. DESCRIPTION T1.0 COVER SHEET CIVIL DRAWINGS C1.0 SITE PLAN & DEMO PLAN LANDSCAPE DRAWINGS LP1 I LANDSCAPE PLAN STRUCTURALDRAWINGS ARCHITECTURAL DRAWINGS u LOCATIO N MAP NORTH SHT. NO. DESCRIPTION li MECHANICAL/PLUMBING DRAWINGS ARCHITECTUR ENGINEERIN INTERIOR DESIGN PROJECT MANAGEMEN AA 00342 CA 866 4560 BELT LINE RE) SUITE 34 ADDISON, TX 7500 PH 972.980.0002 FX 972.980.000 SEAL: ; 4 D ApO,{ EYannaaca0 gapB Y 2 0a e,Y OF CONSULTANT: REVISIONS: NO. DATE REMARKS l TIREMAX 2319 TEXAS AVE, SOUTH COLLEGE STATION, TX COPYRIGHT Q 2011 INTERPLAN LLC RESERVES i COPYRIGHT & OTHER RIGHTS P (UMBING DRAWINGS RESTRICTING THESE DOCUMENT TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, II CHANGES ORR ASSIGNMENTS PROHIBITED. AR y - O.ELEVATIONS DRAWINGS MIN E Plq'i'/1 IIl I'1'1:1 1'IY:I i l l INiD1A i:U4W UP MAIM' _ PROJECT NO: 002011.0058 DATE: 3-1-11 I T1.0 TITLE SHEET CHECKED: Wit log( A 4`