DRAWINGSSTANDARD ABBREVIATIONS
GENERAL STRUCTURAL NOTES
A.B.
ADJ.
Anchor Bolt
Adjacent
GENERAL
ARCH.
Architect
1.
These general notes are to be read in conjunction with the notes on other structural drawings.
B. (Bot)
BEW
Bottom
Bottom Each Way
2.
Cover no work until the appropriate inspection has been completed.
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3.
All work shall be in accordance with the 2014 Florida Building Code, FBC.
BLL
Bottom Lower Layer
All referenced standards and codes shall be as listed in the Florida Building Code 2014.
BUL
BLDG
Bottom Upper Layer
Building
4.
The structure hat been designed for the in-service loads only. The methods, procedures, and sequences
BM
Beam
of construction are the responsibility of the Contractor. The Contractor shall provide and maintain all
BP
Base Plate
temporary systems to ensure the integrity of the structure at all stages of construction. All work shall be
C/C
Center to Center
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performed without damage to adjacent existing work.
CFW
DIAG.
Continuous Fillet Weld
Diagonal
5.
Refer items on the structural drawings requiring clarifications to the Structural Engineer. Do
DIA.
Diameter
:!5;
NOT use scaled dimensions. In case of a discrepancy between dimensions and/or details on the contract
D. FIR
Douglas Fir
documents, relating to new or existing construction, please notify the Engineer before proceeding.
DIM
DJ
Dimension
Double Joist
6.
Bidders for specialty and pre-engineered systems shall provide all components of these system, per the
DWG
Drawing
design criteria, that is most cost effective to the Owner. All clarifications must be obtained before bidding.
g 9•
DWL
Dowel
CL
The structural drawings show the intent of these pre-engineered, specialty systems. Any
EA.
Each
deviations from the structural and architectural drawings shall be reported to the structural EOR for
EE
EF
Each End
Each Face
W
adjustment of the Contract documents.
EJ
Expansion Joint
7.
All specialty and pre-engineered systems shall be designed for the loads & load combinations of FBC 2014.
EW
EWB
Each Way
Each Way Bottom
0
The Specialty Engineer is responsible for structural design of the actual system provided and shall sign and
EWT
Each Way Top
W
seal the final design calculations and drawings submitted to the EOR and Building Department for approval.
EL, ELEV
Elevation
C-
The Owner and Contractor are responsible for non-structural design approval of the actual system provided.
ELECT
E -W
Electrical
East-West
8,
The Specialty Engineer shall be a Florida licensed Professional Engineer.
EQ
Equal
JJLO
EXIST
Existing
COORDINATION WITH OTHER TRADES
EXT
External
FF
For Face
1.
Where new work is to be fitted to old work, the Contractor shall check all dimensions and conditions in
FDN
Foundation
the field, and report 'any errors or discrepancies to the Structural Engineer prior to the fabrication and
FFL
Finished structural
erection of any new members. The contractor has the responsibility for the correctness and fit of the
floor level
new parts to the old, part.
FIN
Finished
FL
Floor
2.
The Contractor shall coordinate and check all dimensions relating to architectural finishes, structural
FTG
Footing
framing, mechanical openings, equipment, etc. The Structural Engineer and Architect shall be notified of
any discrepancies: before proceeding with work in any area under question.
GA
Gauge
GALV
Galvanized
3.
The Contractor shall relocate all mechanical piping, ducts, equipment, electrical conduits, wiring and
GT
Girder Truss
plumbing, as indicated which interfere with the proposed construction. Service shall be maintained to all
HORI
Horizontal
equipment which is served by mechanical, electrical or plumbing conduit being relocated.
JT
JST
Joint
Joist
SHOP DRAWINGS
JST GRD
Joist Girder
1.
Submit shop drawings in a timely manner allowing adequate time for processing. Submit shop drawings for processing
KIPS
Kilopounds, Kips
before fabricating.
KLF
L
Kilopounds per foot
Angle (e.g. L4x4x1/4)
2.
All shop drawings must bear evidence of the Contractor's review and approval prior to submission to the Architect
LBS
Pounds
and/or Engineer.
LG
LLV
Long
Long Leg Vertical
3.
The Contractor Fabricator is responsible for all materials, quantities and dimensions shown on the shop drawings,
/ P q P 9
LLH
Long Leg Horizontal
and for the methods employed to erect these materials. Review by the Engineer shall be for design conformance only.
LONG
MAX
Longitudinal
Maximum
4.
Substitutions shown on the shop drawings shall be of lot east equal quality to the items specified in the Contract
MECH
Mechanical
Documents and shall be at no extra cost to the Owner, unless prior written approval is obtained from the Architect
P PP
MEZZ
Mezzanine
and/or Engineer. Such approval shall be submitted with the shop drawings. The Contractor's review and forwarding of
MIN
Minimum
the shop drawings to the Architect/Engineer indicates the Contractor's approval and acceptance of all substitutions
MISC
Miscellaneous
and/or changes submitted.
MOM
Moment
MC
Moment Connection
5.
Shop drawings for pre-engineered or specialty systems shall be signed, sealed and dated by the Florida licensed
MSL
Mean Sea Level
Professional Engineer responsible for their preparation.
N -S
North-South
6.
The Specialty Engineer shall design for criteria shown on the structural construction drawings. If the design criteria
NTS
NO.
Not to Scale
Number
is unclear, contact the Engineer of Record before proceeding with a design.
NW
Normal weight
STRUCTURAL STEEL
0/C
On Center (C/C)
O.D.
Outside Diameter
1.
Structural steel detailing, fabrication and erection shall conform to the AISC Specification for the Design,
PL.
Plate
Fabrication and Erection of Structural Steel for Buildings - Load & Resistance Factor Design, latest
PC
Precast
edition.
PROJ
Projection
PSI
Pounds per square inch
2.
Steel members shall conform to the following ASTM -Standards:
PSF
Pounds per square foot
Structural steel rolled shapes WF shapes ASTM A992, M and S ASTM A572 Grade 50.
PLF
Pounds per linear foot
Steel plates ASTM A36
RC
Reinforced concrete
Structural tube steel HSS Rectangular and square ASTM A500, GRADE C (Fy=50 ksi).
REINF
Reinforcement (steel)
Anchor rods (bolts) ASTM F1554 Grade 36.
REQ'D
Required
REV
Revision
3.
Structural steel MAY be shop -pointed with a rust inhibiting primer. Steel which will be exposed to weather
RHS
Rectangular Hollow
shall be galvanized.
Steel Section
All abrasions caused by handling after shop painting shall be touched -up after erection is complete.
SDF
SPEC
Step Down Footing
Specification
4.
All field and shop connections to have 3/16 inch continuous fillet welds, unless noted as bolted connections.
SHS
Square Hollow
Welding procedures shall conform to the latest edition of the American Welding Society's (AWS) Structural
ST
Steel Section
Steel
Welding Codes: For Structural Steel ANSI/AWS 01.1; for Sheet Steel ANSI/AWS D1.3;
STD
Standard
for Reinforcing Steel ANSI/AWS 01.4.
SQ
Square
5.
Welded connections using ASTM A992 steel as a base metal shall be made with E70XX Low Hydrogen
STRUCT
Si
Structural
Sawn (Control) Joint
electrodes. Unless otherwise noted, other welded connections may be made with regular E70XX
SP
Southern Pine
electrodes.
T
Top
CONCRETE
TEMP
TYP
Temperature
Typical
1.
Reinforced concrete has been designed in accordance with the Building Code
TRANS
Transverse
Requirements for Structural Concrete (ACI 318) by the American Concrete Institute (ACI).
TS
Tube steel section
2.
Mixing, transporting, and placing of concrete shall conform to the latest edition of the Specifications for
TJ
TOB
Tie Joist
Top of Beam
Structural Concrete for Buildings (ACI 301). In case of a discrepancy, the plans and specifications shall
TOD
Top of Deck
govern.
TOS
Top of Steel
3.
Concrete to footings and slabs shall have sand fine aggregate and normal weight, angular, coarse
TOW
Top of wall
aggregates conforming to ASTM C33, and Type I Portland cement conforming to ASTM C150, a water/cement
U/S
Underside
ratio not exceeding 0:50. Concrete slump shall be 6" maximum. Concrete 28 day compressive strength
UNO
Unless noted otherwise
shall be 3000 psi.
VERT
Vertical
4.
Place concrete in a manner so as to prevent segregation of the mix. Delay floating and troweling
W
Wide Flange (beam)
operations until the concrete has lost surface water sheen or all free water. Do not sprinkle free cement
WWF
Welded Wire Fabric
on the slab surface. Finishing of slab surfaces shall conform to the latest editions of ACI 302.1R and ACI
304R (Guide for Measuring, Mixing, Transporting and Placing Concrete) and the Specifications.
5.
Protect the concrete surface between finishing operations on hot, dry days or any time plastic shrinkage
cracks could develop by using wet burlap, plastic membranes or fogging. Protect concrete deck at all
times from rain, hail,"running water or other injurious effects.
6.
Concrete cover/protection for nonprestressed reinforcement shall conform to the following:
Cast against and permanently exposed to earth 3.00"
Exposed to earth or weather:
#5 bars and smaller 1 1.50"
REINFORCING STEEL
1. Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of the following
standards: Specifications for Structural Concrete for Buildings (ACI 301), ACI Detailing Manual (SP66) The
latest editions of Concrete Reinforcing Steel Institute's Reinforcing Bar Detailing and Placing Reinforcing
Bars may also be used.
2. Reinforcing steel shall be deformed bars of new billet steel conforming to ASTM A615 and shall have
a minimum yield strength of 60,000 psi.
3. Provide specified bar chairs and spacers as required to maintain concrete protection specified.
DO NOT DEMOLISH LANDING
------• TOP OF LANDING
LANDING __. ELEVATION 3'-4 1/2" NEW 10" CHANNEL
C RAILING 1
1/2- - 1-o
DO NOT DEMOLISH LANDING
TOP OF LANDING
ELEVATION S-4 1/2" +/-
LANDING
NEW 10" CHANNEL
MC1Ox22
ELEVATION 0'-0"
19001AIRIU.1
B RAILING 2
1/2 = -o
6"4"0/2" BASE PLATE
4-1/2" DIAMETER x8" LONG
BOLTS TO CONCRETE
MC1Ox22
- WILD EACH SIDE TO CAP PLATE
2 LONG WELD
NEW H$.2x2xl/4 POST
3x3x3 8 CAP PLATE
FLOOR SLAB
o ELEVATION 0'-0"
MASS CONCRETE FOOTING
SQUARE
HANDRAIL
r.
r -
8'-0"
FIELD VERIFY DIMENSIONS
-r
NEW CHANNEL BELOW
LANDING
DO NOT DEMOLISH LANDING
Mm
STAIR FLIGHT 1 W
STAIR FIGHT 2
u
PROVIDE NEW BEAMS AND POSTS TO LANDING.
PROVIDE ALL WELDS AND BOLTS TO
CONNECT STAIR STRINGERS TO LANDING CHANNELS.
T I 3'-5 1/2"
STRINGER LANDING
DO NOT DEMOLISH LANDING
A0 STEEL STAIR/LANDING PLAN
8'-0"
T-0"
FIELD VERIFY DIMENSIONS
12"02"X12" DEEP
MASS CONCRETE FOOTING
D FOOTING DETAIL
1/2-- V -0
F18
F18
18"08"x12" DEEP
MASS CONCRETE FOOTING
F24 111
24"x24"x12" DEEP FOOTING
3#4 BOTTOM EACH WAY
Al FOUNDATION PLAN
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RIVIERA BEACH, FLORIDA
Date 10-02-2006
Drawn By: VK
Checked By. AJM
Revisions:
1 RAiL DETAILS REVISED 5/16/16
Description:
NEW STAIR DETAILS
SCALE AS SHOWN
NABRIENEEM
Sheet No:
S102
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Date 10-02-2006
Drawn By: VK
Checked By. AJM
Revisions:
1 RAiL DETAILS REVISED 5/16/16
Description:
NEW STAIR DETAILS
SCALE AS SHOWN
NABRIENEEM
Sheet No:
S102