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. - i I _ i I I ,_ <br />-1 1 ' -_ - 1:' 11 <br />n i'9 I'll ' IM111III <br />1'I 7,11 1 1 1 <br />I 1 li 1 _ 1 <br />2 I 3 <br />1 <br />4 <br />I _ I _ II L1P�I�IIy <br />5 <br />Is] <br />C <br />B <br />A <br />a <br />N <br />N <br />N <br />V <br />0 <br />N <br />0 <br />N <br />LO <br />N <br />M <br />STRUCTURAL ABBREVIATIONS <br />ACI <br />AMERICAN CONCRETE INSTITUTE <br />L <br />STEEL ANGLE <br />ADD <br />ADDITIVE <br />LB <br />POUND <br />ADDL <br />ADDITIONAL <br />LGTH <br />LENGTH <br />AFF <br />ABOVE FINISHED FLOOR <br />LL <br />LIVE LOAD <br />AISC <br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION <br />LLH <br />LONG LEG HORIZONTAL <br />AISI <br />AMERICAN IRON AND STEEL INSTITUTE <br />LLV <br />LONG LEG VERTICAL <br />ALT <br />ALTERNATE/ALTERNATIVE <br />LONG <br />LONGITUDINAL <br />ALUM <br />ALUMINUM <br />LSH <br />LONG SIDE HORIZONTAL <br />ANCH <br />ANCHOR <br />LSL <br />LAMINATED STRAND LUMBER <br />ARCH <br />ARCHITECTURE/ARCHITECTURAL <br />LSV <br />LONG SIDE VERTICAL <br />ASD <br />ALLOWABLE STRESS DESIGN <br />LT WT <br />LIGHT WEIGHT <br />ASTM <br />AMERICAN SOCIETY OF TESTING MATERIALS <br />LVL <br />LAMINATED VENEER LUMBER <br />AWS <br />AMERICAN WELDING SOCIETY <br />MATL <br />MATERIAL <br />B/ <br />BOTTOM OF <br />MAX <br />MAXIMUM <br />BCX <br />BOTTOM CHORD EXTENSION <br />MB <br />MASONRY BEAM <br />BLDG <br />BUILDING <br />MC <br />MISCELLANEOUS CHANNEL/MASONRY COLUMN <br />BLK <br />BLOCK <br />MECH <br />MECHANICAL <br />BM <br />BEAM <br />MET <br />METAL <br />BOT <br />BOTTOM <br />MFR <br />MANUFACTURE/MANUFACTURER <br />BP <br />BASE PLATE/BEARING PLATE <br />MID <br />MIDDLE <br />BRIG <br />BEARING <br />MIN <br />MINIMUM <br />BTWN <br />BETWEEN <br />MISC <br />MISCELLANEOUS <br />MO <br />MASONRY OPENING <br />C <br />CHANNEL <br />MPH <br />MILES PER HOUR <br />CB <br />CONCRETE BEAM <br />CC <br />CONCRETE COLUMN <br />NGVD <br />NATIONAL GEODETIC VERTICAL DATUM <br />CF <br />CUBIC FEET (FOOT) <br />NIC <br />NOT IN CONTRACT <br />CFS <br />COLD FORMED STEEL <br />NO <br />NUMBER <br />CIP <br />CAST IN PLACE <br />NS <br />NEAR SIDE <br />CJ <br />CONTRACTION JOINT OR CONTROL JOINT <br />NTS <br />NOT TO SCALE <br />CL <br />CENTERLINE <br />CLR <br />CLEAR/CLEARANCE <br />OC <br />ON CENTERS <br />CM <br />CONCRETE MASONRY <br />OD <br />OUTSIDE DIAMETER <br />CMU <br />CONCRETE MASONRY UNIT <br />O.F. <br />OUTSIDE FACE <br />CO <br />COMPANY <br />OPNG <br />OPENING <br />COL <br />COLUMN <br />OPP <br />OPPOSITE <br />CONIC <br />CONCRETE <br />OSB <br />ORIENTED STRAND BOARD <br />CONT <br />CONTINUOUS <br />CONN <br />CONNECTION <br />P/C <br />PRECAST CONCRETE/PILE CAP <br />CONST <br />CONSTRUCTION <br />P/T <br />POST TENSIONED <br />COORD <br />COORDINATE <br />PAR <br />PARALLEL <br />CSJ <br />CONSTRUCTION JOINT <br />PCB <br />PRECAST CONCRETE BEAM <br />CTR <br />CENTER <br />PCC <br />PRECAST CONCRETE COLUMN <br />CTRD <br />CENTERED <br />PCF <br />POUNDS PER CUBIC FEET <br />CY <br />CUBIC YARD <br />PCI <br />PRECAST/PRESTRESSED CONCRETE INSTITUTE <br />PEMB <br />PRE-ENGINEERED METAL BUILDING <br />DEPT <br />DEPARTMENT <br />PEN <br />PENETRATION <br />DIET <br />DETAIL <br />P.J. <br />PANEL JOINT CENTERLINE <br />DIA <br />DIAMETER <br />PL <br />PLATE <br />DIAG <br />DIAGONAL <br />PLF <br />POUNDS PER LINEAR FOOT <br />DIM <br />DIMENSION <br />PLMG <br />PLUMBING <br />DIST <br />DISTANCE <br />PLY <br />PLYWOOD <br />DL <br />DEAD LOAD <br />PREFAB <br />PREFABRICATED <br />DN <br />DOWN <br />PSF <br />POUNDS PER SQUARE FOOT <br />DWG <br />DRAWING <br />PSI <br />POUNDS PER SQUARE INCH <br />PSL <br />PARALLEL STRAND LUMBER <br />EA <br />EACH <br />PT <br />PRESSURE TREATED <br />EE <br />EACH END <br />PTI <br />POST -TENSIONING INSTITUTE <br />EF <br />EACH FACE <br />EHPA <br />EMERGENCY HURRICANE PROTECTION AREA <br />RNV <br />REINFORCED WITH <br />EJ <br />EXPANSION JOINT <br />RD <br />ROOF DRAIN <br />ELEC <br />ELECTRIC/ELECTRICAL <br />REF <br />REFERENCE <br />EL <br />ELEV ELEVATION <br />REINF <br />REINFORCING <br />ENGR <br />ENGINEER <br />REQD <br />REQUIRED <br />EOD <br />EDGE OF DECK <br />REV <br />REVISION <br />FOR <br />ENGINEER OF RECORD <br />RFI <br />REQUEST FOR INTERPRETATION <br />EOS <br />EDGE OF SLAB <br />RTU <br />ROOF TOP UNIT <br />EQ SP <br />EQUAL SPACED <br />ES <br />EACH SIDE <br />SB <br />SOFFIT BEAM <br />EW <br />EACH WAY <br />SCHED <br />SCHEDULE <br />EXIST <br />EXISTING <br />S.F. <br />SQUARE FEET <br />EXP <br />EXPANSION <br />SF <br />STRIP FOUNDATION <br />EXT <br />EXTERIOR <br />SIM <br />SIMILAR <br />SPC <br />SPACE/SPACES <br />F <br />FOUNDATION <br />SPECS <br />SPECIFICATIONS <br />FD <br />FLOOR DRAIN <br />SQ <br />SQUARE <br />FDN <br />FOUNDATION <br />SS <br />STAINLESS STEEL <br />FF <br />FINISHED FLOOR <br />STD <br />STANDARD <br />FIN <br />FINISH <br />STIFF <br />STIFFENER <br />FIN GR <br />FINISH GRADE <br />STL <br />STEEL <br />FLR <br />FLOOR <br />STRUCT <br />STRUCTURAL <br />FS <br />FAR SIDE <br />SYM <br />SYMMETRICAL <br />FT <br />FEET/FOOT <br />FTG <br />FOOTING <br />T/ <br />TOP OF <br />TB <br />TIE BEAM <br />GA <br />GAGE/GAUGE <br />TIC <br />TIE COLUMN <br />GALV <br />GALVANIZED <br />T&B <br />TOP AND BOTTOM <br />GB <br />GRADE BEAM <br />TCX <br />TOP CHORD EXTENSION <br />GC <br />GENERAL CONTRACTOR <br />TDS <br />TURN DOWN SLAB <br />GEN <br />GENERAL <br />TE <br />THICKENED EDGE <br />GL <br />GRID LINE <br />TEMP <br />TEMPERATURE <br />GS <br />GALVANIZED STEEL <br />TENS <br />TENSION <br />THD <br />THREAD/THREADED <br />HD <br />HOT DIPPED <br />THK <br />THICK <br />HDG <br />HOT DIPPED GALVANIZED <br />TOL <br />TOLERANCE <br />HORIZ <br />HORIZONTAL <br />TRANS <br />TRANSVERSE <br />HSA <br />HEADED STUD ANCHOR <br />TS <br />TUBE STEEL <br />HSS <br />HOLLOW STRUCTURAL SECTION <br />T.S. <br />THICKENED SLAB <br />HT <br />HEIGHT <br />TWF <br />THICKENED WALL FOUNDATION <br />TYP <br />TYPICAL <br />I <br />MOMENT OF INERTIA <br />ID <br />INSIDE DIAMETER <br />UNO <br />UNLESS NOTED OTHERWISE <br />I.F. <br />INSIDE FACE <br />IN <br />INCH <br />VERT <br />VERTICAL <br />INT <br />INTERIOR <br />VOL <br />VOLUME <br />JST <br />JOIST <br />W <br />WIDE FLANGE SECTION <br />JT <br />JOINT <br />W/ <br />WITH <br />W/O <br />WITHOUT <br />K <br />KIP (1000 LB) <br />WD <br />WOOD <br />KLF <br />KIPS PER LINEAL FOOT <br />WF <br />WALL FOOTING <br />KSI <br />KIPS PER SQUARE INCH <br />WP <br />WATERPROOF <br />KWY <br />KEYWAY <br />W.P. <br />WORKING POINT <br />WS <br />WELDED STUD <br />WIT <br />WEIGHT/STRUCTURAL TEE SECTION <br />WWF <br />WELDED WIRE FABRIC <br />@ <br />AT DESIGNATION <br /># <br />POUNDS / REBAR SIZE NUMBER <br />+/- <br />PLUS OR MINUS <br />C.L. <br />CENTER LINE <br />& <br />AND <br />Sx <br />SECTION MODULUS <br />Ix <br />MOMENT OF INERTIA <br />STRUCTURAL SYMBOLS AND LEGEND <br />DETAIL NUMBER <br />SPAN DIRECTION <br />i <br />SECTION / DETAIL MARK NORTH ARROW <br />SHEET NUMBER <br />DETAIL NUMBER <br />SHEET NUMBER <br />X PLAN / DETAIL MARK X <br />COLUMN GRID LINE <br />I <br />I I <br />I — <br />T/ ELEVATION MARK CIP CONCRETE COLUMN ABOVE <br />IV X,-X" <br />77, X RECESS OR STEP IN SLAB <br />TILT-UP/PRECAST CONCRETE COLUMN ABOVE <br />SLR SLOPED SURFACE <br />i— RUN <br />PITCHED ROOF <br />12 CONCRETE COLUMN BELOW <br />- � RISE <br />PLAN NOTE <br />METAL DECK <br />MOMENT CONNECTION <br />JOIST BEARING ELEVATION <br />' CONCRETE SLAB ON METAL DECK <br />ROOF JOIST <br />BEAM <br />BOLTED JOIST CONNECTION <br />ELEVATED CAST -IN -PLACE CONCRETE SLAB <br />ROOF JOIST <br />STEP FOUNDATION STEP HEIGHT <br />= PRECAST CONCRETE PLANK <br />C6 04 <br />STEPPED FOUNDATION <br />ELEVATED CAST -IN -PLACE CONCRETE SLAB <br />F6.0 <br />CC-1 COLUMN AND FOUNDATION <br />TYPE MARKS <br />WOOD SHEATHING <br />SPOT ELEVATION, TYPICALLY <br />X, TOP OF ITEM TAGGED <br />� �. (TNVALL, T/FOUNDATION, <br />ETC) <br />SIZE DESIGNATION <br />PANEL TYPE NUMBER OF WELDED STUDS <br />P-X SEE SCHEDULE SPACED EQUALLY ALONG BEAM <br />AMOUNT OF MIDSPAN <br />127M WALL TYPE DESIGNATION TAG CAMBER, UP <br />W24x55 [56] c=2", COMPOSITE BEAM DESIGNATION <br />INCREASED FLOOR LOAD <br /><150> AREA IN PSF <br />SIZE DESIGNATION <br />TOTAL NUMBER OF WELDED STUDS <br />WALL TYPES <br />AMOUNT OF MID -SPAN <br />CAMBER, TYP. <br />LOAD BEARING MASONRY WALL <br />NON -LOAD BEARING MASONRY WALL T <br />I T TW36x194 (90) c=1" I COMPOSITE STEEL GIRDER DESIGNATION <br />TILT-UP/PRECAST CONCRETE WALL (20) (20) (20) (20) <br />CIP CONCRETE WALL <br />STUD WALL <br />PORTION OF TOTAL NUMBER <br />OF WELDED STUDS TO BE <br />SPACED EQUALLY BETWEEN <br />NOTE: SYMBOLS AND LEGEND SHOWN ARE INTERSECTING BEAMS <br />GENERIC AND DO NOT NECESSARILY INDICATE <br />ACTUAL OCCURRENCES IN THESE DRAWINGS. INTERSECTING BEAM, TYP. <br />STRUCTURAL SHEET INDEX <br />SHEET # <br />SHEET TITLE <br />S001 <br />ABBREVIATIONS SYMBOLS AND SHEET INDEX <br />S002 <br />STRUCTURAL GENERAL NOTES & WIND PRESSURE NOTES <br />S112 <br />NEW SLAB ON GRADE PLAN <br />S122 <br />MECHANICAL YARD AND FOUNDATION DETAILS <br />RSUf <br />1715 N. Westshore Blvd., Suite 600 <br />Tampa„ Florida 33607-3999 <br />904-256-2500 Fax 904-256-2503 <br />www.rsandh.com <br />FL Cert. Nos. AAC001886 * IB26000956 <br />5620 * LCC000210 * GB238 <br />,&l:_T LC <br />E_NGINEERI_NG <br />S0LUTI0NS, <br />255 S. Orange Avenue <br />Suite 1600 <br />Orlando, FL 32801 <br />P 407.841.9050 <br />www.tic-engineers.com <br />COA 15 <br />C Copyright 2019 TLC Engineering Solutions, Inc. <br />TLC Project No.: 119333 <br />THINK. LISTEN. CREATE. <br />PROJECT TITLE: <br />KITCHEN RENOVATION <br />ADVENT HEALTH ZEPHYRHILLS <br />PROJECT ADDRESS: <br />7050 Gall Blvd Zephyrhills, FI 33541 <br />James R. Mitchell, P.E. <br />State of Florida <br />Professional Engineer <br />License No. 66911 <br />This item has been electronically signed <br />and sealed by the individual named above, <br />sing a dated Digital Signature in the spac <br />A <br />elow, per F.A.C. Rule <br />1G15-23.004. Printed copies of this <br />m <br />ocument are not considered signed and <br />c <br />ealed, and the signature must be verified <br />o <br />n any electronic copies. <br />M <br />CV <br />�� R• M/Tc% <br />G <br />CENS y ' <br />O <br />No. 66911 '• = Digitally signed by James R Mitchell <br />* = ON: CN=James R Mitchell, <br />Z <br />iz` OU=A01427E00000169C9FDEC4500000D6C, <br />= SirTE OF r c O=TLC Engineering Solutions, C=US <br />W <br />�(C •' �.� 0 R 1 �P' • \��� Date: 2020.03.25 17:10:11-04'00' <br />U <br />REVISIONS <br />NO. DESCRIPTION DATE <br />DATE ISSUED: 03/20/2020 <br />REVIEWED BY: JRM <br />DRAWN BY: BAS <br />DESIGNED BY: BMM, JFS <br />PROJECT NUMBER: <br />504-0226-000 <br />C 2019 RS&H, INC. <br />SHEET TITLE: <br />ABBREVIATIONS <br />SYMBOLS AND SHEET <br />INDEX <br />SHEET ID: <br />S001 <br />PROJECT STATUS: <br />CONSTRUCTION <br />DOCUMENTS <br />1 <br />Copyright 0 2018. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the <br />expressed written consent of this corporation is prohibited. All rights reserved. <br />2 1 3 1 4 <br />5 <br />