7_ LDD Blueline Ambucs Park Gym PG SG_101_Ram.pdf

SG-101

GYM -

STRUCTURAL

NOTES & DETAILS

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REV DATE: ISSUED FOR:

ALL DESIGNS, GRAPHICS, AND DATA ON THIS SET OF

DRAWINGS ARE THE INTELLECTUAL PROPERTY OF

LDDBLUELINE, INC. AND HAVE BEEN CREATED AND

DEVELOPED FOR THIS SPECIFIC PROJECT. USE OF ALL

INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR

CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED

WITHOUT THE WRITTEN PERMISSION OF LDDBLUELINE,

INC. IF DISCREPANCIES ARE FOUND BETWEEN ANY

ELECTRONIC FILES AND THE SEALED ORIGINAL, THE

SEALED ORIGINAL SHALL GOVERN.

COPYRIGHT: 2024

PROJECT NO.:

DRAWN BY: QC:

11/14/2024 ADDENDUM #2

1024010.02

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AutoCAD SHX Text

SLABS AND WALLS

AutoCAD SHX Text

#5 BARS AND SMALLER

AutoCAD SHX Text

#6 THROUGH #18 BARS

AutoCAD SHX Text

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER

AutoCAD SHX Text

CONCRETE NOT EXPOSED TO EARTH OR WEATHER

AutoCAD SHX Text

CONCRETE AGAINST EARTH (NOT FORMED)

AutoCAD SHX Text

REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS

AutoCAD SHX Text

NOTED OTHERWISE:

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

SUPERIMPOSED DESIGN LIVE LOADS

AutoCAD SHX Text REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

AutoCAD SHX Text COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION.

AutoCAD SHX Text THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

AutoCAD SHX Text NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

AutoCAD SHX Text VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCY.

AutoCAD SHX Text DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

AutoCAD SHX Text ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE W/ GEORGIA AMENDMENTS. OTHER REFERENCES TO STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED.

AutoCAD SHX Text

FOR DIMENSIONS NOT SHOWN SEE ARCHITECTURAL DRAWINGS.

AutoCAD SHX Text

RAMPS/STAIRS/PLATFORMS

AutoCAD SHX Text 1.09

AutoCAD SHX Text 1.01

AutoCAD SHX Text 1.08

AutoCAD SHX Text 1.07

AutoCAD SHX Text 1.06

AutoCAD SHX Text 1.03

AutoCAD SHX Text 1.05

AutoCAD SHX Text 1.04

AutoCAD SHX Text 1.02

AutoCAD SHX Text %%u1.00 GENERAL

AutoCAD SHX Text GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND ADEQUACY OF ALL SUB GRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, SLABS, AND WALLS.

AutoCAD SHX Text DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL THE WALL HAS REACHED 65% OF DESIGN STRENGTH, FRAMED SLAB BEARING ON WALLS IS CAST, OR TEMPORARY WALL BRACING HAS BEEN PLACED.

AutoCAD SHX Text FOOTING STEPS SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL, UNLESS NOTED.

AutoCAD SHX Text SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.

AutoCAD SHX Text 2.04

AutoCAD SHX Text 2.05

AutoCAD SHX Text 2.03

AutoCAD SHX Text %%u2.00 FOUNDATIONS AND SLAB-ON-GROUND

AutoCAD SHX Text 2.02

AutoCAD SHX Text 2.01

AutoCAD SHX Text

CHAMFER OR ROUND ALL EXPOSED CORNERS MINIMUM 3/4".

AutoCAD SHX Text

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

AutoCAD SHX Text %%u3.00 REINFORCED CONCRETE

AutoCAD SHX Text

UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND

AutoCAD SHX Text USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

AutoCAD SHX Text THE PROPOSED MATERIALS AND MIX DESIGNS SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY AND THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE REQUIRED DESIGN STRENGTH.

AutoCAD SHX Text ALL CONCRETE WORK SHALL CONFORM TO ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

AutoCAD SHX Text

HAVE THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS:

AutoCAD SHX Text DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315R-18 GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

AutoCAD SHX Text TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS INTO WET CONCRETE IS NOT PERMITTED.

AutoCAD SHX Text PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED. STAGGER SPLICES WHERE POSSIBLE. USE TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES (CLASS "B") UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.

AutoCAD SHX Text 3.07

AutoCAD SHX Text 3.08

AutoCAD SHX Text 3.10

AutoCAD SHX Text 3.09

AutoCAD SHX Text 3.11

AutoCAD SHX Text 3.06

AutoCAD SHX Text 3.02

AutoCAD SHX Text 3.01

AutoCAD SHX Text 3.04

AutoCAD SHX Text 3.03

AutoCAD SHX Text 3.05

AutoCAD SHX Text

SLAB-ON-GRADE AND FOUNDATIONS

AutoCAD SHX Text

3,000 PSI

AutoCAD SHX Text

100 PSF

AutoCAD SHX Text THE DESIGN OF FOUNDATIONS IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF.

AutoCAD SHX Text PRE-FABRICATED GALVANIZED METAL RAILING W/ MIN. 2" DIA. POSTS @ 48" OC MAX., W/ 12" MIN. EMBED. IN PRE-ENGINEERED SLEEVE-IT SYSTEM (OR APPROVED EQUAL)

AutoCAD SHX Text

TOP OF WALL SLOPES, SEE CIVIL DWG.S

AutoCAD SHX Text 6"

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

"H" 6'-0" MAX.

AutoCAD SHX Text

3'-0" IF "H" IS LESS THAN 4'-0" 4'-4" IF "H" IS GREATER THAN 4'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text

2" CLR.

AutoCAD SHX Text DOWEL REINFORCING - #5 @ 12" OC IF "H" IS #5 @ 12" OC IF "H" IS LESS THAN 4'-0" - #6 @ 12" OC IF "H" IS #6 @ 12" OC IF "H" IS GREATER THAN 4'-0"

AutoCAD SHX Text

#5 @ 16" OC HORIZ.

AutoCAD SHX Text

3" CLR.

AutoCAD SHX Text

#5 @ 12" OC

AutoCAD SHX Text

2 #5 CONT. @ 3" OC AT TOP OF WALL

AutoCAD SHX Text

5 #5 CONT.

AutoCAD SHX Text

CONT. KEY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

AT GYM ENTRY RAMP

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

KEY NOT REQ'D IF "H" IS LESS THAN 2'-6"

AutoCAD SHX Text 4" THICK RAMP SLAB W/ 6x6-W2.9xW2.9 WWF

AutoCAD SHX Text #4 x 24" @ 18" OC, DRILL & EPOXY TO WALL W/ SIMPSON SET-3G (4" EMBED.)