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SYMBOLS LEGEND <br />A(2SECTION NUMBER <br />�:!E-CT'ON / ELEVATION MARK <br />SHEET NUMBER <br />DETAIL NUMBER <br />R:SHEET <br />DETAIL MARK NUMBER <br />WT? _ WALL TYPE MARK <br />DOOR MARK <br />C) <br />a WINDOW MARK <br /># GRID MARK <br />ABBREVIATIONS LEGEND <br />AFF <br />ABOVE FINISHED FLOOR <br />INSUL <br />INSULATE <br />AC <br />ACOUSTICAL <br />INT <br />INTERIOR <br />A/C <br />AIR CONDITIONING <br />JST <br />JOIST <br />ALT <br />ALTERNATE <br />JT <br />JOINT <br />AL <br />ALUMINUM <br />JNT <br />JOINT <br />ALUM <br />ALUMINUM <br />KIT <br />KITCHEN <br />AB <br />ANCHOR BOLT <br />LH <br />LEFT HAND <br />ARCH <br />ARCHITECT (URAL) <br />LF <br />LINEAL FOOT <br />BSMT <br />BASEMENT <br />LTL <br />LENGTH <br />BRG <br />BEARING <br />L <br />LINTEL <br />BM <br />BENCH MARK <br />LL <br />LIVE LOAD <br />BEL <br />BELOW <br />MACH <br />MACHINE <br />BLK <br />BLOCK <br />MH <br />MANHOLE <br />BLKG <br />BLOCKING <br />MFR <br />MANUFACTURER <br />BD <br />BOARD <br />MAS <br />MASONRY <br />BW <br />BOTH WAYS <br />MO <br />MASONRY OPENING <br />BOT <br />BOTTOM <br />MAX <br />MAXIMUM <br />BF <br />BOTTOM OF FOOTING <br />MECH <br />MECHANIC(AL) <br />BOF <br />BOTTOM OF FOOTING <br />MED <br />MEDIUM <br />BRK <br />BRICK <br />MBR <br />MODIFIED BITUMEN ROOFING <br />BLDG <br />BUILDING <br />MET <br />METAL <br />BUR <br />BUILT-UP ROOFING <br />MTL <br />METAL <br />CAB <br />CABINET <br />M <br />METER(S) <br />CLG <br />CEILING <br />MWK <br />MILLWORK <br />CL <br />CENTER LINE <br />MIN <br />MINIMUM <br />C/O <br />CENTER OF <br />MISC <br />MISCELLANEOUS <br />CC <br />CENTER TO CENTER <br />MT <br />MOUNT(ED), (ING) <br />CLR <br />CLEAR <br />NOM <br />NOMINAL <br />COL <br />COLUMN <br />N <br />NORTH <br />CONC <br />CONCRETE <br />NIC <br />NOT IN CONTRACT <br />CMU <br />CONCRETE MASONRY UNIT <br />NTS <br />NOT TO SCALE <br />CONST <br />CONSTRUCTION <br />OC <br />ON CENTER(S) <br />CONTR <br />CONTRACTOR <br />OPG <br />OPENING <br />CONT <br />CONTINUOUS <br />OPH <br />OPPOSITE HAND <br />CNTR <br />COUNTER <br />OD <br />OUTSIDE DIAMETER <br />CFL <br />COUNTER FLASHING <br />00 <br />OUT TO OUT <br />CISK <br />COUNTERSUNK <br />OA <br />OVERALL <br />CRS <br />COURSE(S) <br />OH <br />OVERHEAD <br />CF <br />CUBIC FOOT <br />PC <br />PIECE <br />CY <br />CUBIC YARD <br />PNT <br />PAINTED) <br />DL <br />DEAD LOAD <br />PM <br />PAINT(ED) <br />DEM <br />DEMOLISH, DEMOLITION <br />PKG <br />PARKING <br />DTL <br />DETAIL <br />PLAM <br />PLASTIC LAMINATE <br />DIAG <br />DIAGONAL <br />PL <br />PLATE <br />DAM <br />DIAMETER <br />PWD <br />PLYWOOD <br />DIM <br />DIMENSION <br />PVC <br />POLYVINYL CHLORIDE <br />DR <br />DOOR <br />PSF <br />POUNDS PER SQUARE FT. <br />DS <br />DOWN SPOUT <br />PSI <br />POUNDS PER SQUARE IN. <br />D <br />DRAIN <br />PT <br />PRESSURE TREATED <br />DWG <br />DRAWING <br />PL <br />PROPERTY LINE <br />DF <br />DRINKING FOUNTAIN <br />REM <br />REMOVE <br />E <br />EAST <br />RET <br />RETURN <br />EIFS <br />EXTERIOR INSULATION AND FINISH SYSTEM <br />RH <br />RIGHT HAND <br />ELEC <br />ELECTRIC(AL) <br />RD <br />ROOF DRAIN <br />EWC <br />ELECTRIC WATER COOLER <br />RFG <br />ROOFING <br />EL <br />ELEVATION <br />RM <br />ROOM <br />ELEV <br />ELEVATION <br />RO <br />ROUGH OPENING <br />ELEV <br />ELEVATOR <br />SNT <br />SEALANT <br />EMER <br />EMERGENCY <br />SLNT <br />SEALANT <br />EQ <br />EQUAL <br />SEC <br />SECTION <br />EXG <br />EXISTING <br />SECT <br />SECTION <br />EXIST <br />EXISTING <br />SHTHG <br />SHEATHING <br />EXP <br />EXPOSED <br />SHT <br />SHEET <br />EXT <br />EXTERIOR <br />SIM <br />SIMILAR <br />FOF <br />FACE OF FINISH <br />SC <br />SOLID CORE <br />FO <br />FACE OF <br />S <br />SOUTH <br />FOM <br />FACE OF MASONRY <br />SF <br />SQUARE FOOT <br />FOS <br />FACE OF STUDS <br />SI <br />SQUARE INCH <br />FIN <br />FINISHED) <br />SY <br />SQUARE YARD <br />FFE <br />FINISHED FLOOR ELEV. <br />STD <br />STANDARD <br />FFL <br />FINISHED FLOOR LINE <br />STO <br />STORAGE <br />FE <br />FIRE EXTINGUISHER <br />SUS <br />SUSPENDED <br />FEC <br />FIRE EXTINGUISHER CABINET <br />SYM <br />SYMMETRY, (ICAL) <br />FT <br />FIRE TREATED <br />TEL <br />TELEPHONE <br />FLG <br />FLASHING <br />TV <br />TELEVISION <br />FLR <br />FLOOR <br />THK <br />THICKNESS) <br />FD <br />FLOOR DRAIN <br />T&G <br />TONGUE & GROOVE <br />FTG <br />FOOTING <br />TM <br />TOP OF MASONRY <br />FDN <br />FOUNDATION <br />TOM <br />TOP OF MASONRY <br />FNDN <br />FOUNDATION <br />TS <br />TOP OF STEEL <br />FUR <br />FURREWNG) <br />TOS <br />TOP OF STEEL <br />GA <br />GAGE, GAUGE <br />TW <br />TOP OF WALL <br />GV <br />GALVANIZED <br />TOW <br />TOP OF WALL <br />GALV <br />GALVANIZED <br />TYP <br />TYPICAL <br />GC <br />GENERAL CONTRACT(OR) <br />LION <br />UNLESS OTHERWISE NOTED <br />GL <br />GLASS, GLAZING <br />LINO <br />UNLESS NOTED OTHERWISE <br />GP <br />GYPSUM <br />VERT <br />VERTICAL <br />GYP <br />GYPSUM <br />VT <br />VINYL TILE <br />GWB <br />GYPSUM WALL BOARD <br />WSCT <br />WAINSCOT <br />HTG <br />HEATING <br />WC <br />WATER CLOSET <br />HVAC <br />HEATING/VENTILATING/AIR COND. <br />WWF <br />WELDED WIRE FABRIC <br />HT <br />HEIGHT <br />W <br />WEST <br />HC <br />HOLLOW CORE <br />W <br />WIDTH, WIDE <br />HM <br />HOLLOW METAL <br />WIN <br />WINDOW <br />HK <br />HOOK(S) <br />WO <br />WITHOUT <br />HOR <br />HORIZONTAL <br />W/O <br />WITHOUT <br />HB <br />HOSE BIBS <br />WE) <br />WOOD <br />INS <br />INSULATE(D), (ION) <br />• <br />New O'Reilly Auto Parts Store <br />6126 GALL BOULEVARD <br />ZEPHYRHILL FLORIDA <br />OWNER OR TENANT <br />D , D <br />O <br />O'REILLY AUTOMOTIVE STORES, INC. A MISSOURI CORPORATION <br />(FORMERLY KNOWN AS O'REILLY AUTOMOTIVE, INC.) <br />CORPORATE OFFICES <br />233 SOUTH PATTERSON <br />SPRINGFIELD, MISSOURI 65802 <br />417-862-2674 PHONE <br />BIDDING INFORMATION <br />WVWV.IPDSERVICES.NET/CLIENTS/OREILLY <br />*REFER TO CURRENT PROJECTS LIST, <br />LOCATED AT BOTTOM OF SIGN IN PAGE, FOR <br />INVITED GENERAL CONTRACTORS. <br />ALL SUB -CONTRACTOR BIDS TO BE <br />SUBMITTED TO INVITED GENERAL <br />CONTRACTORS ONLY. <br />CONTACT OWNERS REPRESENTATIVE <br />FOR PROJECT INFORMATION: <br />DANIEL HERRON <br />PROJECT ADMINISTRATOR <br />417-862-2674 <br />EXT.5804 <br />ARCHITECT MECH. / ELEC. ENGINEER <br />Buddy D. Webb <br />Architect = Consultant <br />3057 East Cairo (417) 877-1385 <br />Springfield, Missouri 65802 (417) 877-9736 (FAX) <br />STRUCTURAL ENGINEER <br />JS Smith Consulting Engineers, P.C. <br />P.O. Box 8102 * JOPLIN, MISSOURI 64802 <br />* PHONE: 417-624-0444 * FAX: 417-624-0430 <br />GENERAL NOTES <br />A. CONTRACT ADMINISTRATION (LIMITED SERVICE): THE ARCHITECT <br />AND/OR ENGINEER OF RECORD INDICATED HEREIN ARE PROVIDING A <br />LIMITED SERVICE AND NOT PROVIDING CONTRACT ADMINISTRATION <br />SERVICES FOR THIS PROJECT WHICH IS THE RESPONSIBILITY OF <br />OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT RESPONSIBLE <br />FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT <br />INSPECTION OF THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE <br />UNCOVERED THAT REQUIRE A CHANGE OR ADDITIONAL INFORMATION, <br />THE ARCHITECT AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY <br />TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR <br />SPECIFICATIONS AS AUTHENTICATED HEREIN. <br />B. QUALITY STANDARDS AND BUILDING CODES: CONTRACTORS SHALL <br />BE RESPONSIBLE FOR KNOWING THE QUALITY AND PUBLIC SAFETY <br />REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER <br />APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES HAVING <br />JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK. <br />C. EXISTING CONDITIONS: FIELD VERIFY EXISTING CONDITIONS BY <br />DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING <br />WORK. NOTIFY THE ARCHITECT AND/OR ENGINEER OF RECO D IF <br />EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOS <br />INDICATED HEREIN. <br />S13 <br />INC. <br />EXPERIENCE. FORWARD -THINKING. <br />3855 S. JEFFERSON AVE. <br />SPRINGFIELD, MO 65807 <br />P: 417.882.2200 <br />F: 417.882.1188 <br />WWW.SMITHGOTH.COM <br />CIVIL ENGINEER <br />SPECIAL NOTE <br />CIVIL DESIGN BY OTHERS AND IS <br />NOT INCLUDED WITHIN THESE <br />CONSTRUCTION DOCUMENTS. <br />ZONING CODE <br />ZONING <br />CLASSIFICATION: C-2 (COMMUNITY COMMERICAL) <br />PROPERTY AREA: (REFER CIVIL DRAWINGS BY OTHERS) <br />PARKING SUMMARY (REFER CIVIL DRAWINGS BY OTHERS) <br />BUILDING CODE <br />BUILDING OFFICIAL CONTACT NUMBER: <br />COUNTY: <br />ZIP CODE: <br />GOVERNING CODES AND ORDINANCES <br />BUILDING CODE: <br />PLUMBING CODE: <br />MECHANICAL CODE: <br />ELECTRICAL CODE: <br />FIRE CODE: <br />ENERGY CODE: <br />AMENDING ORDINANCE: <br />USE GROUP & CONSTRUCTION TYPE <br />USE GROUP: <br />CONSTRUCTION TYPE: <br />AREA MODIFICATIONS <br />FRONTAGEINCREASE: <br />AUTOMATIC SPRINKLER INCREASE: <br />ALLOWABLE HEIGHT & BUILDING AREA <br />NO. STORIES: <br />AREA: <br />ACTUAL HEIGHT & BUILDING AREA <br />NO. OF STORIES: <br />BUILDING HEIGHT: <br />GROSS BUILDING AREA: <br />FIRE PROTECTION SYSTEMS <br />AUTOMATIC SPRINKLER SYSTEM: <br />PORTABLE FIRE EXTINGUISHERS: <br />FIRE ALARM SYSTEM: <br />AUTOMATIC FIRE DETECTION SYSTEM: <br />STRUCTURAL DESIGN (RISK CATEGORY II) <br />(REFER TO STRUCTURAL DRAWINGS) <br />1. LIVE LOADS <br />(831) 780-0020 <br />PASCO <br />33542 <br />2010 FBC <br />2010 FBPC <br />2010 FBCM <br />2014 NFPA <br />2010 FFPC <br />2010 FBCEC <br />N/A <br />M (MERCANTILE) <br />11-B <br />(NON-COMBUSTIBLE / <br />UNPROTECTED) <br />NOT APPLIED <br />NOT PROVIDED <br />2 STORIES <br />12,500 SQ. FT. <br />1 STORY <br />22'-4" <br />7,470 SQ. FT. <br />NOT REQUIRED <br />REQUIRED <br />NOT REQUIRED <br />NOT REQUIRED <br />ROOF: 20 PSF <br />REDUCIBLE <br />2. ROOF COLLATERAL LOADS <br />A. ARCHITECTURAL/MECHANICAL: 2.5 PSF <br />B. SPRINKLER SYSTEM: 0.0 PSF <br />3. WIND LOADS GCpi = t 0.18 <br />BASIC WIND SPEED: <br />VAsD = 106 MPH <br />VULT = 137 MPH <br />EXPOSURE: B <br />4. LOAD COMBINATIONS: <br />LOAD COMBINATIONS SHALL BE PER THE ABOVE <br />REFERENCED BUILDING CODE. <br />5. BUILDING DEFLECTION LIMITS: <br />(REFERENCED CODE DEFLECTION LIMITS, WHERE <br />MORE STRINGENT CODE DEFLECTION LIMITS <br />APPLY, THEY SHALL SUPERSEDE THE FOLLOWING) <br />MAX. ROOF SNOW OR LIVE LOAD: SPAN/240 <br />MAXIMUM ROOF TOTAL LOAD: SPAN/180 <br />MAX. METAL BUILDING RIGID FRAME <br />LATERAL DEFLECTION: HEIGHT/150 <br />MAX. METAL BUILDING HORIZONTAL GIRT <br />LATERAL DEFLECTION: SPAN/240 <br />- <br />,. <br />REVIEW DATEyjI-S" i <br />CITY OF ZF-PHYRHILLSII� <br />PLANS EXAMINER 1� <br />SHEET INDEX <br />SHEET NUMBER <br />SHEET NAME <br />T1 <br />COVER SHEET <br />S1 <br />STRUCTURAL NOTES <br />S2 <br />FOUNDATION PLAN <br />S3 <br />FOUNDATION DETAILS <br />S4 <br />FOUNDATION DETAILS <br />S5 <br />FRAMING PLAN <br />S6 <br />FRAMING DETAILS <br />Al <br />FLOOR PLAN <br />A2 <br />DOOR AND WINDOW SCHEDULE <br />A3 <br />EXTERIOR ELEVATIONS <br />A4 <br />WALL SECTIONS <br />A4.1 <br />WALL SECTIONS <br />A5 <br />INTERIOR ELEVATIONS <br />F1 <br />FINISH PLAN <br />SU1 <br />SITE UTILITIES PLAN <br />P1 <br />PLUMBING PLAN <br />M 1 <br />HVAC PLAN <br />M2 <br />HVAC SCHEDULES <br />E1 <br />LIGHTING PLAN <br />E2 <br />POWER PLAN <br />E3 <br />ELECTRICAL SCHEDULES <br />VS1 <br />VENSTAR SURVEYOR <br />VS2 <br />VENSTAR O'REILLY DETAILS <br />VS3 <br />VENSTAR SURVEYOR - SOW <br />� P <br />G- <br />7, �70 <br />C"4 <br />OCCUPANCY LOAD <br />SUMMARY <br />MARK <br />ROOM <br />AREA <br />AREA PER <br />OCCUPANT <br />OCCUPANTS <br />PER AREA <br />100 <br />PARTS AREA " A " <br />3,337 S.F. <br />30 S.F. <br />112 <br />101 <br />PARTS AREA " B " <br />2,214 S.F. <br />300 S.F. <br />8 <br />102 <br />OFFICE <br />72 S.F. <br />100 S.F. <br />1 <br />105 <br />PARTS AREA " C " <br />1,406 S.F. <br />300 S.F. <br />5 <br />TOTAL BUILDING OCCUPANCY LOADI <br />126 <br />O. • W vd <br />o <br />�o F, <br />o <br />� ° z <br />0 <br />a� <br />W <br />SHMS eFIIIIIewc 7M WAL ARE ° <br />APHOMMM �1 W <br />ALL anfER OR 11101RtMNTS ARE OISCL MM <br />IL <br />O <br />W <br />N <br />z <br />O <br />o O <br />Q �. <br />o � <br />3 <br />O mW W <br />a <br />or 0 W <br />yO�a d <br />Q V�gW W <br />o <br />•� 'COY 3 <br />a <br />(1) Le <br />- UOa�9 <br />C-A0 <br />IL <br />0 <br />Oka), <br />° <br />W ° <br />a <br />M W !I <br />0 <br />E <br />a <br />Q Q Q a <br />aoco z <br />NNn <br />Q � W <br />0 ° <br />0 W <br />D J J IL <br />Q � IL0 <br />0 <br />� <br />oN i <br />J m J & <br />W j — a <br />QW <br />.. 0 0 W <br />W <br />cm ° <br />0 <br />Z�ON o <br />K. <br />i <br />W <br />('1l <br />in ON <br />o <br />11 <br />mW O <br />� _z <br />■ 0 �= <br />00. <br />W <br />.Wd <br />NW w <br />°_ALLz <br />O <br />:01111v 416MM <br />no �oOr,a 0 <br />W 0 <br />� NILPIS N � IS <br />ZCD W ° <br />3 v n16 9)�^n <br />Q t�N�� o <br />z <br />' z <br />o <br />DRAM" W. CFEx1ED gM: <br />JF BDW ° <br />10/06/14 c <br />f j REM9iM N <br />0 <br />PROJECT NUM Eft <br />ZRH °o <br />TIF <br />IbXLJ <br />