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Home My WebLink AboutS002ABBREVIATION LEGEND ABBR ABBR AB ANCHOR BOLT DEFINITION ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTR'N. ARCH ARCHITECT(URAL) BFF BELOW FINISHED FLOOR B/'X' BOTTOM OF REFERENCED ITEM BLW BELOW CIP CAST IN PLACE CJ CONTROL JOINT CNJ CONSTRUCTION JOINT CL CENTERLINE CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS DIA DIAMETER DL DEAD LOAD EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIV EQUIVALENT EW EACH WAY EX EXISTING EXT EXTERIOR FDN FOUNDATION FF FINISHED FLOOR FS FAR SIDE FTG FOOTING FV FIELD VERIFY GA GAGE (GAUGE) GALV GALVANIZED GC GENERAL CONTRACTOR GRAN GRANULAR H HIGH (HEIGHT) HK HOOK HAS HEADED ANCHOR STUD INFO INFORMATION INT INTERIOR INV INVERT JBE JOIST BEARING ELEVATION JST JOIST JT JOINT KO KNOCK OUT KSI KIPS PER SQUARE INCH L LONG (LENGTH) Ld TENSION DEVELOPMENT LENGTH LB 'L' BEAM DBA DEFORMED BAR ANCHOR LL LIVE LOAD COLL COLLATERAL LLH LONG-LEG HORIZONTAL LLO LONG-LEG OUTSTANDING LLV LONG-LEG VERTICAL LONG LONGITUDINAL LWC LIGHTWEIGHT CONCRETE MAX MAXIMUM MC MOMENT CONNECTION MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE OC ON CENTER OD OUTSIDE DIAMETER IBC INTERNATIONAL (INDIANA) BUILDING CODE OF OUTSIDE FACE PAF POWDER-ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PDF POWER-DRIVEN FASTENER PL PLATE PLF POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PPT PRESSURE PRESERVATIVE TREATED KSF KIPS PER SQUARE FOOT QTY QUANTITY REF REFER TO (REFERENCE) REQD REQUIRED RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SHT SHEET SIM SIMILAR SJI STEEL JOIST INSTITUTE SOG SLAB ON GRADE SPECS SPECIFICATIONS STRUCT STRUCTURAL T&B TOP AND BOTTOM THK THICK(NESS) T/'X' TOP OF REFERENCED ITEM TRANSV TRANSVERSE TYP TYPICAL UNEXC UNEXCAVATED VERT VERTICAL W WIDE (WIDTH) WP WORKING POINT WWF WELDED WIRE FABRIC PCI PRECAST CONCRETE INSTITUTE HC HOLLOW CORE PC PRECAST CONCRETE ABV ABOVE ADDL ADDITIONAL ADJ ADJUSTABLE BRDG BRIDGING BB BOND BEAM BLDG BUILDING AISI AMERICAN IRON & STEEL INSTITUTE ALT ALTERNATE ASTM AMERICAN SOCIETY FOR TESTING & MATLS. AWS AMERICAN WELDING SOCIETY BRG BEARING BS BOTH SIDES AGG AGGREGATE BM BEAM BOT BOTTOM BP BASE PLATE BTWN BETWEEN CANT CANTILEVER C/C CENTER TO CENTER CB CONCRETE BEAM CC CONCRETE COLUMN CFS COLD-FORMED STEEL CTR CENTER CTRD CENTERED DIAG DIAGONAL DIM DIMENSION DN DOWN DTL DETAIL DWG DRAWING DWL DOWEL EF EACH FACE ENG ENGINEER ES EACH SIDE EQ SPA EQUALLY SPACED (EQUAL SPACING) FD FLOOR DRAIN FIN FINISH FLG FLANGE ABBR FT FOOT (FEET) GB GRADE BEAM HD HOLD DOWN HORIZ HORIZONTAL ID INSIDE DIAMETER ISO ISOLATION KIP 1,000 POUNDS LP LOW POINT SW SHORT WAY LGSF LIGHT GAUGE STEEL FRAMING HP HIGH POINT LW LONG WAY LVL LAMINATED VENEER LUMBER MOM MOMENT OA OVERALL OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PLYWD PLYWOOD PSL PARALLEL STRAND LUMBER PNL PANEL PROJ PROJECTION PTD PAINTED PRTN PARTITION R RADIUS REV REVISION (REVISED) CW CONCRETE WALL RTN RETURN RF ROOF RW RETAINING WALL SE SLAB EDGE SECT SECTION SL SLOPE SPA SPACE (S)(D)(ING) SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STR STRENGTH SW SHEAR WALL (OCCASSIONAL) PT POST TENSIONED SYMM SYMMETRICAL TEMP TEMPERATURE TOPG TOPPING WF WALL FOOTING W/ WITH WD WOOD SSE SPECIALTY STRUCTURAL ENGINEER D DEEP (DEPTH) ACIP AUGERED CAST IN PLACE PILE DP DRILLED PIER IF INSIDE FACE INDOT INDIANA DEPARTMENT OF TRANSPORTATION CRSI CONCRETE REINFORCING STEEL INSTITUTE SER STRUCTURAL ENGINEER OF RECORD NDS NATIONAL DESIGN SPEC'N. FOR WOOD ADDM ADDENDUM ANCH ANCHORAGE APPROX APPROXIMATE ASSY ASSEMBLY AVG AVERAGE BLKG BLOCKING CAIS CAISSON CAPY CAPACITY DEG DEGREE ECC ECCENTRIC EXC EXCAVATE (EXCAVATION) FABR FABRICATE (FABRICATOR) GWB GYPSUM WALL BOARD INCR INCREASE INSUL INSULATE (INSULATION) LNTL LINTEL MATL MATERIAL MEZZ MEZZANINE NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT PARTN PARTITION PERIM PERIMETER PLBG PLUMBING PREFAB PREFABRICATED PSC PRESTRESSED CONCRETE PVMT PAVEMENT QTR QUARTER SCT STRUCTURAL CLAY TILE STIFF STIFFENER T&G TONGUE & GROOVE TD TRENCH DRAIN UNO UNLESS NOTED OTHERWISE TF TRENCH FOOTING GLULAM GLUE LAMINATED WOOD TB TIE BEAM DT DOUBLE TEE LBS POUNDS IT INVERTED TEE BEAM RB RECTANGULAR BEAM (PRECAST) APA AMERICAN PLYWOOD ASSOCIATION O/O OUT TO OUT SBCA STRUCTURAL BUILDING COMPONENTS ASSN. TPI TRUSS PLATE INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE WTCA WOOD TRUSS COUNCIL OF AMERICA DEFINITION DEFINITION WRDA WATER REDUCING ADMIXTURE AESS ARCHITECTURALLY EXPOSED STRUCT. STL. WPS WELD PROCEDURE SPECIFICATION COLUMN FOOTING SCHEDULE FOOTING MARK FOOTING SIZE WIDTH x LENGTH x DEPTH REINFORCING (EACH WAY) F4.0 4'-0" 4'-0" 1'-4" (5) #5 x 3'-6" F5.0 5'-0" 5'-0" 1'-6" (5) #6 x 4'-6" F6.0 6'-0" 6'-0" 1'-10" (7) #6 x 5'-6" F7.0 7'-0" 7'-0" 2'-2" (7) #7 x 6'-6" F8.0 8'-0" 8'-0" 2'-4" (8) #7 x 7'-6" F9.0 9'-0" 9'-0" 2'-8" (8) #9 x 8'-6" F10.0 10'-0" 10'-0" 2'-10" (8) #9 x 9'-6" F11.0 11'-0" 11'-0" 3'-0" (9) #9 x 10'-6" F12.0 12'-0" 12'-0" 3'-4" (11) #9 x 11'-6" F13.0 13'-0" 13'-0" 3'-6" (13) #9 x 12'-6" NOTES: 1. CENTER FOOTINGS BENEATH COLUMNS, U.N.O. 2. ALL FOOTINGS MUST BE BOARD-FORMED, UNLESS APPROVED. 3. INCREASE FOOTING DEPTH WHERE REQ'D TO ENCASE COLUMN ANCHOR RODS. 4. FOOTINGS DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 7,000 PSF ON GROUND IMPROVED BY THE USE OF AGGREGATE PIERS, REF. SPECS. 5. 'D' FOOTINGS HAVE INCREASED DEPTH TO RECEIVE 1-1/4" DIAMETER ANCHOR RODS W/ 21" EMBEDMENT OR TO MAINTAIN MINIMUM FROST PROTECTION. NOTE: WF STEEL COLUMN SHOWN, TUBES, PIPES, C.I.P. CONCRETE, PRECAST & MASONRY COLUMNS SIM. EQ EQ LENGTH PER SCHED.EQ EQWIDTH PER SCHED.SEE NOTE #2 SEE NOTE #3 F.F.DEPTHPERSCHED.F3.0 3'-0" 3'-0" 1'-4" (4) #5 x 2'-6" F4.0 -D 4'-0" 4'-0" 1'-9" (7) #5 x 3'-6" F5.0 -D 5'-0" 5'-0" 1'-9" (7) #6 x 4'-6" F6.0 -D 6'-0" 6'-0" 1'-9" (8) #6 x 5'-6" WALL FOOTING SCHEDULE FTG. MARK FOOTING SIZE FOOTING REINFORCING WIDTH DEPTH LONGITUDINAL TRANSVERSE WF24 2'-0" 1'-2" (2) #5 x CONTINUOUS #4 x 1'-6" @ 96" O.C. WF30 2'-6" 1'-2" (3) #5 x CONTINUOUS #4 x 2'-0" @ 96" O.C. WF36 3'-0" 1'-4" (3) #5 x CONTINUOUS #4 x 2'-6" @ 96" O.C. WF42 3'-6" 1'-6" (4) #5 x CONTINUOUS #5 x 3'-0" @ 12" O.C. WF48 4'-0" 1'-9" (5) #5 x CONTINUOUS #7 x 3'-6" @ 12" O.C. WF60 5'-0" 1'-9" (5) #6 x CONTINUOUS #7 x 4'-6" @ 12" O.C. WF72 6'-0" 1'-9" (6) #6 x CONTINUOUS #7 x 5'-6" @ 12" O.C. WF84 7'-0" 2'-0" (7) #6 x CONTINUOUS #8 x 6'-6" @ 12" O.C. WF96 8'-0" 2'-0" (9) #6 x CONTINUOUS #8 X 7'-6" @ 12" O.C. 1. CENTER FOOTINGS BENEATH WALLS, U.N.O. 2. REF. SPECIFIC FOUNDATION SECTIONS FOR RETAINING WALL FOOTINGS (RWF). 3. LAP FOOTING REINFORCING A MINIMUM OF 36 BAR DIAMETERS 4. 'D' FOOTINGS HAVE INCREASE DEPTH TO RECEIVE DEFORMED BAR ANCHORS (DBA's) W/ 18" EMBEDMENT OR TO MAINTAIN MINIMUM FROST PROTECTION. 5. 'T' DENOTES ADDITIONAL TOP REINFORCEMENT TO MATCH SCHEDULED BOTTOM BARS. WF24-D 2'-0" 1'-9" (3) #5 x CONTINUOUS #4 X 1'-6" @ 96" O.C. WF30-D 2'-6" 1'-9" (4) #5 x CONTINUOUS #4 X 2'-0" @ 96" O.C. WF36-D 3'-0" 1'-9" (5) #5 x CONTINUOUS #4 X 2'-6" @ 96" O.C. WF42-D 3'-6" 1'-9" (6) #5 x CONTINUOUS #4 X 3'-0" @ 96" O.C. WF48-T 4'-0" 2'-0" (5) #7 x CONTINUOUS #7 X 3'-6" @ 9" O.C. WF72-T 6'-0" 2'-0" (6) #7 x CONTINUOUS #7 X 5'-6" @ 9" O.C. WF96-T 8'-0" 2'-0" (9) #7 x CONTINUOUS #7 X 7'-6" @ 9" O.C. WF84-T 7'-0" 2'-0" (8) #7 x CONTINUOUS #7 X 6'-6" @ 9" O.C. CAST-IN-PLACE SLAB SCHEDULE SLAB MARK SLAB "t" REINFORCING SUBSTITUTION OF FIBER FOR W.W.F. PERMITTED? SUB-BASE/SUPPORT CONDITION 4" 6x6-W1.4xW1.4 W.W.F. YES, MICRO 6" MIN. GRANULAR DRAINAGE FILL & VAPOR BARRIER/RETARDER 5" 6x6-W2.1xW2.1 W.W.F. NO 1 1/2", 18 GA. INVERTED GALV. STEEL FLOOR DECK 5" 6x6-W2.1xW2.1 W.W.F. YES, MACRO 1. REFER TO CONCRETE SPECIFICATION FOR CONCRETE MATERIALS, PERFORMANCE REQUIREMENTS, EXECUTION, TESTING, ETC. 3. GRANULAR DRAINAGE FILL TO BE INDOT No. 53 UNLESS APPROVED IN WRITING BY THE STRUCTURAL AND GEOTECHNICAL TESTING AGENCY. 4. ALL WELDED WIRE FABRIC MUST BE FURNISHED IN SHEETS AND SUPPORTED BY CHAIRS OR CONCRETE BRICKS TO MAINTAIN SPECIFIED COVERAGES/DEPTHS. 5. LAYOUT CONTROL/CONTRACTION JOINTS AT MAX. SPACING OF 36 x THE SLAB THICKNESS IN FEET (15'-0" FOR 5" SLAB). LAYOUT TO CONFORM WITH MAJOR COLUMN LINES, HALF-COLUMN LINES, RE-ENTRANT CORNERS FORMED BY WALLS, ETC. FOR SLABS SCHEDULED TO RECEIVE THIN-SET TERRAZZO, VINYL TILE, SHEET GOODS, ETC. COORDINATE JOINT LAYOUT WITH THE FINISH FLOOR CONTRACTOR, SUBMIT PROPOSED JOINTING PLAN FOR REVIEW PRIOR TO CASTING SLAB. 7. DOSAGE RATE OF MICRO-FIBER IS TO BE 1.5 LBS/CU YD. 8. DOSAGE RATE OF MACRO-FIBER IS TO BE 4 LBS/CU YD. S-A S-B S-C 6" MIN. GRANULAR DRAINAGE FILL 5" 6x6-W2.1xW2.1 W.W.F. NO HOLLOW CORE PLANKSS-D AIR-ENTRAINED OR INTERIOR INTERIOR INTERIOR AIR-ENTRAINED INTERIOR 4" YES, MICRO S-E 6" MIN. GRANULAR DRAINAGE FILLAIR-ENTRAINED 6x6-W1.4xW1.4 W.W.F. CONCRETE PIER SCHEDULE PIER REINFORCINGPIER MARK PIER SIZE VERTICALS TIES-SIZE & SPA. DETAIL CRITICAL HEIGHT P16 1' -4" 1' -4" (4) #6 #4 @ 10" O.C. A N.A. P24 2' -0" 2' -0"(8) #6 #4 @ 12" O.C. B ≤2' -8" (4) #8 #4 @ 12" O.C. A > 2' -8" P32 2' -8" 2' -8"(12) #6 #4 @ 12" O.C. C ≤2' -8" (8) #8 #4 @ 12" O.C. B > 2' -8" P36 3' -0" 3' -0"(12) #7 #4 @ 12" O.C. C ≤3' -0" (8) #9 #4 @ 12" O.C. B > 3' -0" 1. PROVIDE MIN. 1 ½" CLEAR TO PIER TIES. 2. 'CRITICAL HEIGHT' DENOTES THE HEIGHT ABOVE WHICH LARGER DIAMETER VERTICALS WITH FEWER TIES MAY BE USED. REF. FOUNDATION PLAN(S) FOR TOP OF PIER & FOOTING ELEV'S. 3. REF. 'TYPICAL CONCRETE PIER REINFORCING' ON FOUNDATION DETAIL SHEET FOR FURTHER INFORMATION ON TIE SPACING. 4. VERTICAL DOWELS ARE TO FUNCTION AS PIER VERTICALS FOR PIERS LESS THAN OR EQUAL TO 5' -0" HIGH. PROVIDE SEPARATE DOWELS & VERTICALS FOR PIERS GREATER THAN OR EQUAL TO 5' -0" HIGH, UNLESS APPROVED. 5. CONTACT THE STRUCTURAL ENGINEER FOR DIRECTION IF COLUMN ANCHOR RODS FOUL WITH PIER TIES OR VERTICALS. 6. MIN. HEIGHT OF PIERS: #6 VERTICALS = 2' -0", #7 VERTICALS = 2' -8". DETAIL "A" (1) SET 3 (2) SETS DETAIL "B" DETAIL "C" (3) SETS(3) SETS ALT. DETAIL "B"ARCHITECTCLIENT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS ENGINEERTHE SIGNATURECARMELCARMEL, INSTRUCTURAL NOTES& SCHEDULES20010 4/23/2021 PERMIT SET S002 10/12/21