17-PFC024_James_Hall_Str_Repairs_Drawings_26.pdf

STRUCTURAL GENERAL NOTES ABBREVIATIONS

5.0 STRUCTURAL STEEL NOTES

6.0 GENERAL:

3.0 CAST-IN-PLACE CONCRETE NOTES

CODES AND STANDARDS

DESIGN CRITERIA

4.0 ADHESIVE ANCHORS

EARTHQUAKE DESIGN DATA:

2.0 MATERIALS

1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE

WITH IBC, 2016

WIND DESIGN DATA:

LEGEND

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CAPE MAY

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TRAINING CENTER

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U. S. COAST GUARD

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USCG, TRACEN CAPE MAY

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1 MUNRO AVE.

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CAPE MAY, NJ 08204-5092

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CMS-1476

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AEW

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FEJ

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1:1 PS

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AEW

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AS SHOWN

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THT

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BUILDING 258

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TRACEN

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GENERAL NOTES

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STRUCTURAL

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NEW JERSEY

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STRUCTURAL REPAIRS TO JAMES HALL

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CAPE MAY

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T-6866-SD

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FINISHED FLOOR

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THICKNESS

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SCH

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STIFF.

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SJ

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POSITIVE SECTION MODULUS

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NEGATIVE SECTION MODULUS

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KSF

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KIPS PER SQUARE FOOT

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GR

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GALVANIZED STEEL GRATING

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POSITIVE MOMENT OF INERTIA

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FINISHED, FINISH

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JOINT

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LONG LEG HORIZONTAL

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NEGATIVE MOMENT OF INERTIA

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FIN.

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LLH

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JT.

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AHU

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AIR HANDLING UNIT

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CJ OR CONST. JT.

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BOT. OR B

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CONT.

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CONC.

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CRSI

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FD

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EXP.

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DWG.

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EQ.

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EL.

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DIA.

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COL.

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CMU

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CLR.

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BFF

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AWS

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CONCRETE REINFORCING STEEL INSTITUTE

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FLOOR DRAIN

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EACH SIDE

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EXPANSION

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DRAWING

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EQUALLY

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ELEVATION

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DIAMETER

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WWF

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TYP.

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BOTTOM OR BOTTOM MOST

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CONCRETE MASONRY UNIT

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CONSTRUCTION JOINT

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AMERICAN WELDING SOCIETY

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BELOW FINISHED FLOOR

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COLUMN

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CONTINUOUS

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CONCRETE

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CLEAR

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CENTERLINE

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REQ'D

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PSI

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PSF

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NO. OR #

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MIN.

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SAW JOINT

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UNLESS OTHERWISE NOTED

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WELDED WIRE FABRIC

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WORKING POINT

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WITH

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STIFFENER

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TOP OF COLUMN

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TYPICAL

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POUNDS PER SQUARE FOOT

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POUNDS PER SQUARE INCH

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SCHEDULE

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REQUIRED

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ON CENTER

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PLATE

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NUMBER

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MINIMUM

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ARCH.

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APPROX.

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AISC

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AFF

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ABOVE FINISHED FLOOR

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AMERICAN INSTITUTE OF STEEL CONSTRUCTION

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ARCHITECTURAL

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AT

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APPROXIMATE

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MECH.

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MAX.

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LLV

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MECHANICAL

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MAXIMUM

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LONG LEG VERTICAL

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CENTER OF GRAVITY

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TOP OF STEEL

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KIP (KILO POUND)

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HSS

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HOLLOW STEEL SECTION

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LENGTH

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DEVELOPMENT

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3.1 CONCRETE COVER FOR REINFORCEMENT:

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AS INDICATED ON DRAWINGS

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BAR SIZE

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GRADE 60

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LENGTH

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DEVELOPMENT

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BAR SIZE

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GRADE 60

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UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE PROVIDE

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DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE COMPONENTS IN

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ACCORDANCE WITH THE SCHEDULE IN NOTE 3.3 BELOW. THIS SCHEDULE

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SHALL APPLY TO ALL DEVELOPMENT LENGTHS NOT OTHERWISE NOTED, DETAILED

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OR SCHEDULED IN THE DRAWINGS OR SPECIFICATIONS.

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NOTE: THIS TABLE IS BASED ON BAR CLEAR SPACING OF 2 BAR DIAMETER MIN.

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FOR BAR CLEAR SPACING LESS THAN 2 BAR DIAMETER, MULTIPLY THE ABOVE

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VALUES BY 2.0.

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UNIFORM LOAD

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100 PSF

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FLOOR LIVE LOADS:

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NOMINAL WIND SPEED

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103 MPH

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WIND IMPORTANCE FACTOR

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WIND EXPOSURE

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SEISMIC IMPORTANCE FACTOR

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OCCUPANCY CATEGORY

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SITE CLASS

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SEISMIC DESIGN CATEGORY

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SEISMIC MOMENT RESISTANCE SYSTEM

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MOMENT RESISTING FRAME

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DS

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DESIGN BASE SHEAR

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0.104 W

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DESIGN METHOD

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EQUIVALENT LATERAL FORCE

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FLOOD DESIGN DATA

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NOT APPLICABLE

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SPECIAL LOADS:

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CONCRETE (28-DAY STRENGTH):

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5000 PSI (COMP. STRENGTH)

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ALL OTHERS

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ASTM A615/A615M EPOXY COATED

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BARS

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REINFORCING:

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STRUCTURAL STEEL SHAPES, PLATES AND MISCELLANEOUS SHAPES:

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%%UAPPLICABLE SHAPE SERIES

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%%UASTM DESIGNATION

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%%UMIN. YIELD STRESS (FY) (KSI)

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MC

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HSS (RECTANGLE)

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HSS (ROUND)

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PIPE

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ASTM F3125, BEARING TYPE N

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BOLTS

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BOLTS:

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ASTM C90

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HOLLOW LOAD BEARING UNITS

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CONCRETE MASONRY UNITS:

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MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270. ALL GROUT SHALL BE

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MORTAR:

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ASTM F1554. GRADE 36

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ANCHOR RODS

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ANCHOR RODS:

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PUDDLED OR VIBRATED IN PLACE.

AutoCAD SHX Text LAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BE THE SAME AS TABLE IN NOTE 3.3 ABOVE. WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS THE LAP LENGTH UNLESS SPECIFICALLY NOTED OTHERWISE.

AutoCAD SHX Text WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN GRADE BEAMS, WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES. HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90- DEGREE BENDS AND EXTENSIONS, OR CORNER BARS OF EQUIVALENT SIZE LAPPED 42 BAR DIAMETERS AT CORNERS AND INTERSECTIONS. HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS SHOWN ON THE DRAWINGS. VERTICAL JOINTS SHALL OCCUR AT LOCATIONS INDICATED. AT CONSTRUCTION JOINTS, CONTACT SURFACES SHALL BE CLEAN AND FREE OF LATENCIES AND INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF NOT OTHERWISE NOTED. CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.

AutoCAD SHX Text DIMENSIONING: TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP SURFACES TO TOP FLANGES OF BEAMS, AND BACKS OF CHANNELS AND ANGLES, UNLESS SHOWN OTHERWISE.

AutoCAD SHX Text ELEVATIONS: REFER TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS REFER TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS SHOWN OTHERWISE.

AutoCAD SHX Text WELD SIZES NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD CONNECTIONS IN ACCORDANCE WITH AISC. WELD IN ACCORDANCE WITH AWS REQUIREMENTS.

AutoCAD SHX Text STRUCTURAL OR MISCELLANEOUS STEEL: STRUCTURAL OR STRUCTURAL OR MISCELLANEOUS STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR BUILDINGS. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE MADE WITH MINIMUM " DIAMETER ASTM F3125 TYPE N BOLTS, UNLESS 34" DIAMETER ASTM F3125 TYPE N BOLTS, UNLESS OTHERWISE NOTED. PROVIDE 4x4x ANGLE FRAMES FOR OPENINGS IN 14 ANGLE FRAMES FOR OPENINGS IN ROOF, UNLESS OTHERWISE NOTED. FRAMES TO BE WELDED TO SUPPORTING MEMBERS.

AutoCAD SHX Text WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL ONLY APPLY TO LIKE OR SIMILAR CONDITIONS.

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NOT APPLICABLE

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5 KSI

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GROUT

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GROUT:

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EACH WAY

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GALV.

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GALVANIZED

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BRG

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BEARING

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JOIST

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JST

AutoCAD SHX Text GENERAL NOTE: CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING ANY WORK .

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KEYED NOTE

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CENTER LINE

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PLUS OR MINUS

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ELEVATION, DETAIL OR SECTION

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SHEET DRAWN

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DEPRESSED SLAB

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DL.

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DEAD LOAD

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LIVE LOAD

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LL

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BC

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BOTTOM CHORD

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BAR DIAMETER

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FLANGE WIDTH

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DEPTH

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TRUSS

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TC

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TOP CHORD

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RP

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RADIUS POINT

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PLATES

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PLATES

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BARS

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DCJ

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DOWELED CONTROL JOINT

AutoCAD SHX Text A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE (ACI), ACI 318-12. B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-10. C. INTERNATIONAL BUILDING CODE (IBC), 2016 EDITION INTERNATIONAL BUILDING CODE (IBC), 2016 EDITION D. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE, ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE, ACI 530 E. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL, 14TH EDITION

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ULTIMATE WIND SPEED

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133 MPH

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RISK CATEGORY

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III

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RISK CATEGORY

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III

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AutoCAD SHX Text TEMPORARY SUPPORT OF STRUCTURAL STEEL FRAMES: PROVIDE PROVIDE TEMPORARY SUPPORT AS INDICATED

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CONCENTRATED LOAD

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1250 LBS *

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CONSULTANTS

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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SHEET TITLE

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SCALE:

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PLOT SCALE:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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* INDICATES MAX. ALLOWABLE CONCENTRATED OR WHEEL LOAD CONSTRUCTION LOAD ON SLAB

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AutoCAD SHX Text ADHESIVE ANCHORS SHALL BE STAINLESS STEEL AND MEET REQUIREMENTS SHOWN IN THE FOLLOWING TABLE.

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DIAMETER (INCHES)

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EMBEDMENT DEPTH (INCHES)

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SHEAR STRENGTH (POUNDS)

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BOND STRENGTH (POUNDS)

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RJCaruso SAM Proj No for Const

RJCaruso CMS Stamp