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ABCC P2 - Bldg 1 - 0-S0.12_1ABT ABOUT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURAL/ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AWS AMERICAN WELDING SOCIETY B BOTTOM OF BLDG BUILDING BM BEAM BOTT BOTTOM BRG BEARING BTWN BETWEEN C/C CENTER TO CENTER CALC CALCULATION(S) CHKD CHECKED CIP CAST-IN-PLACE CONCRETE CJ CONSTRUCTION CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEAR, CLEARANCE COL COLUMN CONC CONCRETE CONN CONNECTION COORD COORDINATE CRSI CONCRETE REINFORCING STEEL INSTITUTE CTR CENTER CTRD CENTERED DBA DEFORMED BAR ANCHOR DBL DOUBLE DEG DEGREES DET DETAIL DIA DIAMETER DIAG DIAGONAL DIR DIRECTION DL DEAD LOAD DWG DRAWING ABBREVIATIONS (E) EXISTING EA EACH EF EACH FACE EL ELEVATION ELEC ELECTRICAL ENGR ENGINEER EOD EDGE OF DECK EOR ENGINEER OF RECORD EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FF FINISHED FLOOR FG FINISHED GRADE FIN FINISH FLG FLANGE FLR FLOOR FRMG FRAMING FRP FIBER REINFORCED PLASTIC FS FAR SIDE FT FOOT FTG FOOTING GA GAGE, GAUGE GALV GALVANIZED (HOT DIP) GRTG GRATING (H) HORIZONTAL BEAM ORIENTATION HCA HEADED CONCRETE ANCHOR HDR HEADER HGR HANGER HORIZ HORIZONTAL HP HIGH POINT HR HANDRAIL HSB HIGH STRENGTH BOLT IF INSIDE FACE IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INT INTERIOR JT JOINT K KIP(S) KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH (LLH) LONG LEG HORIZONTAL (ANGLE) (LLV) LONG LEG VERTICAL (ANGLE) (LSH) LONG SIDE HORIZONTAL (HSS) (LSV) LONG SIDE VERTICAL (HSS) LB POUND LF LINEAR FEET LL LIVE LOAD LOC LOCATION LONG LONGITUDINAL LP LOW POINT LSH LONG SLOTTED HOLE M MOMENT MAX MAXIMUM MC MOMENT CONNECTION MECH MECHANICAL MFC MANUFACTURED MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MTL METAL N&F NEAR AND FAR N/A NOT APPLICABLE NIC NOT IN CONTRACT NO/NO. NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING OPP OPPOSITE OSH OVERSIZED HOLE PCF POUNDS PER CUBIC FOOT PE PROFESSIONAL ENGINEER PERIM PERIMETER PJF PREMOLDED JOINT FILLER PL PLATE PLCS PLACES PLF POUNDS PER LINEAR FOOT PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQD REQUIRED RET RETURN REV REVISION RO ROUGH OPENING SC SLIP CRITICAL SCHED SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SL SLOPE SPCS SPACES SPEC(S) SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL SSH SHORT SLOTTED HOLE STD STANDARD STIF STIFFENER STL STEEL STRUCT STRUCTURAL SYM SYMMETRICAL T&B TOP AND BOTTOM T/O TOP OF THK THINK THRU THROUGH TYP TYPICAL UL UNDERWRITER'S LABORATORIES UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WITH W/O WITHOUT WP WORKING POINT WS WATERSTOP WWF WELDED WIRE FABRIC COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE (PSF) EFFECTIVE WIND AREA ROOF ROOF OVERHANG WALL PARAPET ZONE 1'ZONE 1 ZONE 2 ZONE 3 ZONE 1 ZONE 2 ZONE 4 ZONE 5 (NOTE 2)ZONE 2 ZONE 3 (NOTE 2) 25 SF -33/+16 -56/+33 -70/+33 -91/+33 -78/+33 -103/+33 -43/+40 -51/+40 -55/+90 -61/+112 SCHEDULE NOTES: 1. (+) AND (-) SIGNS INDICATE PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACE, RESPECTIVELY. 2. PRESSURES APPLY 3'-3"FROM PROMINENT BUILDING CORNER IN EACH DIRECTION. 3. JOIST MANUFACTURER MAY DEVELOP WIND PRESSURES BASED ON LARGER TRIBUTARY AREAS, DEAD LOAD FOR UPLIFT CALCULATION TO BE 5 PSF. STEEL COLUMN/FOOTING TYPE INDICATOR COL SIZE STEEL COLUMN SIZE BP-X BASE PLATE MARK FX.X (-0'-0") FOOTING MARK (T/FTG ELEVATION) P-X (-0'-0") PEDESTAL MARK (T/PEDESTAL ELEVATION) FOUNDATION STEP INDICATOR (-x'-x") T/FOOTING ELEVATION (-x'-x") T/FOOTING ELEVATION OPENING IN FLOOR OR ROOF RECESS/DEPRESSION INDICATOR STRUCTURAL STEEL CONNECTION AXIAL FORCE (xxk) SLOPE INDICATOR CONCRETE SLAB/METAL DECK SPAN INDICATOR STRUCTURAL STEEL MOMENT CONNECTION STRUCTURAL STEEL BEAM DESIGNATION W8x10 (XX) c=x" (XXk) (XXk) STRUCTURAL STEEL BEAM SPLICE DESIGNATION STRUCTURAL CONCRETE BEAM DESIGNATIONS Y X BEAM SIZE NUMBER OF STUDS UNIFORMLY SPACED ALONG BEAM BEAM CAMBER BEAM SERVICE REACTION CL SPLICE CBX INDICATES CONVENTIONALLY REINFORCED CONCRETE BEAM MARK BEAM WIDTH MAY VARY BASED UPON EDGE OF SLAB DIMENSIONCB XXX PB XXX PBX INDICATES POST-TENSIONED CONCRETE BEAM MARK, BEAM WIDTH MAY VERY BASED UPON EDGE OF SLAB DIMENSION (E) BLDG TO REMAIN (E) BLDG TO REMAIN 3.2' TYP. 1 1/2" EXP JT 2.4' TYP.7.2' TYP.3.2' TYP.3.2 TYP.DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD This item has been electronically signed and sealed by Holly Jeffreys, Florida license number 82758 on the date and/or time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phase 2 As indicated 8/31/2023 7:31:03 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt0-S0.12MAIN CLUBHOUSE / FITNESS CENTER WINDDIAGRAM, ABBREVIATIONS, & LEGEND2022-352 Author Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/4" = 1'-0"0-S0.12 2 ABBREVIATIONS 3/4" = 1'-0"0-S0.12 1 STRUCTURAL LEGEND