Drawings - Vol. 2 - Addition to Trinka Davis Veterans Village - Construction structural drawings legend and abbreviations

Oct 28, 2026

Upload by Jacob

Structural drawing legend and notation content for a construction project titled “Addition to Trinka Davis Veterans Village,” organized as “Drawings - Vol. 2.” Includes north arrow and direction of span guidance, deck and concrete thickness notes, gridline and drain callouts, section and sheet numbering conventions, beam and camber legend notes, and detailing for shear studs and reactions. Provides construction concrete bar lap splice schedules and a comprehensive structural abbreviations reference covering concrete, steel, framing, foundations, and mechanical/electrical/plumbing terminology.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages59

Reading Time2 h 29 min

AccessFree to download

Structural Drawing Legend and Notation

North arrow and span direction

Gridlines, drains, and extent/callout references

Section and sheet numbering conventions

Beam legend, camber, and reaction notes

Concrete construction lap splice and bar schedules

Structural abbreviations reference

1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | | --- | --- | --- | --- | --- | --- | --- | --- | 10 | MISCELLANEOUS SYMBOLS | | | | --- | --- | --- | | | NORTH ARROW | ~~ ~~ DIRECTION OF SPAN

4" NORMAL WEIGHT CONCRETE ON 1 1/2" COMPOSITE DECK
~~ ~~ DIRECTION OF SPAN

1 1/2" 20 GAGE
METAL ROOF DECK

GRIDLINES

FLOOR DRAIN FD
TF \#\# TRENCH FOOTING NOTATION F \#\# COLUMN FOOTING NOTATION WF \#\# WALL FOOTING NOTATION GB \#\# GRADE BEAM NOTATION P \#\# PIER NOTATION
B \#\# CONCRETE BEAM NOTATION PC \#\# PILE CAP NOTATION
BW \#\# BEARING WALL NOTATIONSW \#\# SHEAR WALL NOTATION
| |

SECTION NUMBER SHEET NUMBER

| | | | 1 S101

CALLOUT NUMBER SHEET NUMBER | | | | | EARTH
GRAVEL
CONCRETE WASH
LIMIT OF EXTENT
CONTINUOUS EXTENT
ELEVATION REFERENCE | | | BEAM LEGEND | | | | | | --- | --- | --- | --- | --- | | BEAM REACTION, TYP ~~ ~~
NOTES: | BEAM SIZE

~~ ~~ CAMBER | | | QUANTITY OF SHEAR STUDS, UNIFORMLY SPACED BETWEEN ADJACENT FRAMING, TYP (COMPOSITE CONSTRUCTION ONLY) | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | --- | --- | --- | --- | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ENGINEER, ARCHITECT, PROTECTION, PLUMBING, MECHANICAL, A B C D E SHEET NUMBER SB101 SB102 SB501 SB502 SB503 SF101 SF102 SF201 SF202 SF501 SF502 SF901 SI001 SI002 SI003 SI004 SHEET LIST SHEET NAME FOUNDATION PLANS SLAB-ON GRADE PLAN FOUNDATION SECTIONS AND DETAILS FOUNDATION SECTIONS AND DETAILS FOUNDATIONS SECTIONS AND DETAILS FRAMING PLAN CLERESTORY FRAMING PLANS BUILDING ELEVATIONS BUILDING ELEVATIONS TYPICAL FRAMING SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS ISOMETRIC VIEWS STRUCTURAL ABBREVIATIONS AND SYMBOLS STRUCTURAL GENERAL NOTES LOAD MAPS BID DEDUCTS 1) REACTION VALUE IS ASD (KIPS), UNO. 2) WHERE NO VALUE IS SHOWN, DESIGN CONNECTION FOR A MINIMUM REACTION OF 10 KIPS. 3) SPACE STUDS PER TYPICAL SHEAR STUD PLACEMENT DETAIL. MINIMUM NUMBER OF STUDS PER GENERAL NOTES. 4) "M" IN PLACE OF BEAM SHAPE INDICATES W10X12 WITH MINIMUM CONNECTION. 5) HSS IN PLACE OF SHAPE INDICATES HSS10X4X5/16, UNO. 6) BEAMS ARE PRIMARY MEMBERS FOR FIREPROOFING UNLESS NOTED AS SECONDARY. 7) POSITIVE CAMBER UPWARDS, NEGATIVE CAMBER DOWNWARDS. CAMBER SHOWN ON CANTILEVERS IS AT END OF CANTILEVER. CONCRETE CONSTRUCTION CLASS B LAP SPLICE LENGTHS BAR SIZE \#3 \#4 \#5 \#6 \#7 \#8 \#9 NOTES: VERTICAL BARS 1'-10" 2'-5" 3'-0" 3'-7" 5'-3" 6'-0" 6'-9" HORIZONTAL BARS 2'-4" 3'-1" 3'-11" 4'-8" 6'-9" 7'-9" 8'-9" HORIZONTAL BOTTOM BARS 1'-10" 2'-5" 3'-0" 3'-7" 5'-3" 6'-0" 6'-9" 1. HORIZONTAL "BOTTOM" BARS ARE BARS 12" OR LESS FROM THE BOTTOM OF A FOOTING, SLAB, OR OTHER CONCRETE MEMBER 2. ALL REINFORCING BARS ARE TO BE SPLICED WITH A CLASS B LAP SPLICE, U. N. O. STRUCTURAL ABBREVIATIONS A/E ARCHITECT/ENGINEER ACI AMERICAN CONCRETE INSTITUTE ACP AUGER CAST PILE ADDL ADDITIONAL ADJ ADJACENT AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE AR ANCHOR ROD ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF BAL BALANCE BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOTT BOTTOM BRG BEARING BRKT BRACKET BTWN BETWEEN C STANDARD CHANNEL CANT CANTILEVER CC CENTER TO CENTER CF COLD FORMED CG CENTER OF GRAVITY CIP CAST-IN-PLACE CJ CONTROL JOINT OR CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEARANCE, CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTE

FAQs

What does the beam legend include for composite framing and camber behavior?

It lists beam reaction and beam size guidance, specifies camber direction (positive upward, negative downward), notes spacing for shear studs in composite construction, and includes connection and beam shape conventions.

What concrete reinforcement information is provided in the bar schedule section?

It specifies class B lap splice length requirements, bar sizes, and vertical and horizontal bar spacing/length values, along with notes on horizontal “bottom” bars placement and splice rules.

Which structural abbreviation categories are covered in the document?

It provides an extensive glossary covering architect/engineer and standards, concrete and foundations, steel elements and framing terms, joints and connections, dimensions and quantities, and related MEP terminology such as HVAC and electrical equipment.

Oct 28, 2026

Upload by Jacob