DESIGN DATA
SEE ARCHITECTURAL DRAWINGS OR SITE PLAN FOR FINISH FLOOR ELEVATIONS.
DESIGN SPECIFICATIONS
2012 INTERNATIONAL BUILDING CODE WITH GEORGIA AMENDMENTS.
2.
EARTHWORK
3.
4.
EARTHWORK OPERATIONS SHALL BE PERFORMED UNDER THE DIRECTION OF A PROFESSIONAL
TESTING AGENCY TO ASSURE COMPLIANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL
REPORT PREPARED BY TERRANCON CONSULTANTS DATED FEBRUARY 2, 2016
5.
FOOTINGS
BAR SIZE
#4
#5
#6
LAP DIMENSION
1'-6"
1'-9"
2'-0"
STEEL ROOF DECK
1.
2.
3.
CONCRETE
CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT
ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE,
ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,
ACI 305 SPECIFICATION FOR HOT WEATHER CONCRETE, AND ACI 306
SPECIFICATION FOR COLD WEATHER CONCRETING, WITH THE FOLLOWING
ADDITIONAL REQUIREMENTS:
1.
2.
3.
4.
5.
CONCRETE SHALL DEVELOP THE FOLLOWING 28-DAY MINIMUM COMPRESSIVE STRENGTH:
FOUNDATIONS
-3,000 PSI
FLOOR SLAB
-4,000 PSI
WALL PANELS
-4,000 PSI (U.N.O.)
AIR CONTENT FOR WALL PANELS SHALL BE NATURAL AMOUNTS NOT TO EXCEED 4%.
CHLORIDE-BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, A706, OR A996, GRADE 60.
CONCRETE EXPANSION ANCHORS, SIZE AS PER PLAN, SHALL DEVELOP THE FOLLOWING
MINIMUM WORKING LOAD CAPACITIES IN 4000 PSI CONCRETE:
DIA.
1/2"
5/8"
3/4"
TENSION
1,450 LB.
2,091 LB.
2,670 LB.
SHEAR
1,787 LB.
2,973 LB.
3,765 LB.
FASTENERS THAT MEET THESE REQUIREMENTS ARE "POWER-STUD" BY THE POWERS RAWL
DIVISION OF POWER FASTENING, INC. AND "KWIK-BOLT 3" BY HILTI, INC. ANCHORS SHALL BE
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH PARTICULAR ATTENTION TO PROPER
TORQUE.
IF SPECIFIC ANCHORS ARE SHOWN ON DRAWINGS, THEY MUST BE USED UNLESS AN ALTERNATE
IS APPROVED BY THE ENGINEER.
STRUCTURAL STEEL
1.
2.
3.
4.
5.
6.
7.
6/1/2016 12:11:47 PM
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
8.
9.
FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE
CURRENT EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE
AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AND CURRENT
OSHA STANDARDS.
WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL TUBES SHALL
CONFORM TO ASTM A500 GRADE B. ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO
ASTM A36.
BOLTS, UNLESS OTHERWISE SHOWN, SHALL CONFORM TO ASTM A325-N, SIZE AS PER PLAN.
ANCHOR RODS, UNLESS OTHERWISE SHOWN, SHALL CONFORM TO ASTM F1554 GRADE 36.
SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED.
ALL STRUCTURAL AND MISCELLANEOUS STEEL ITEMS SHALL RECEIVE ONE COAT OF
METALCASE 94-231 SERIES PRIMER (PPG) OR APPROVED EQUAL UNLESS OTHERWISE
INDICATED IN THE SPECIFICATIONS. ALL STEEL SURFACES EMBEDDED IN CONCRETE SHALL
NOT BE PAINTED. PREPARATION OF STEEL SURFACES SHALL MEET THE REQUIREMENTS OF
THE STEEL STRUCTURES PAINTING COUNCIL (SSPC). THESE INCLUDE THE REMOVAL OF
GREASE AND OIL BY SOLVENT CLEANING (SSPC-SP1) AND THE REMOVAL OF MILL SCALE,
RUST, WELD FLUX AND SLAG BY HAND TOOL CLEANING (SSPC-SP2). PRIMER SHALL BE
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE. ANY SCARRED AREAS SHALL BE
TOUCHED UP WITH THE SAME PAINT AFTER ERECTION.
ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS IN ACCORDANCE WITH THE
CURRENT EDITION OF THE AWS STRUCTURAL WELDING CODE. WELDING ELECTRODES
SHALL BE E70XX.
ALL ROOF OPENINGS SHALL BE FRAMED WITH STRUCTURAL STEEL, SIZED AS REQUIRED.
THE LOCATION AND SIZE OF ROOF OPENINGS SHALL BE APPROVED BY THE STRUCTURAL
ENGINEER PRIOR TO INSTALLATION.
TEMPORARY VERTICAL CROSS BRACING PER AISC (1/2"Ø CABLES) IS REQUIRED ALONG
EVERY COLUMN LINE AT EVERY 150' MAX. IF STRUCTURAL STEEL IS ERECTED PRIOR TO
PANELS. BRACING IS REQUIRED IN EACH DIRECTION AND SHALL REMAIN IN PLACE UNTIL
THE STRUCTURAL STEEL IS CONNECTED TO THE WALL PANELS.
4.
5.
6.
7.
8.
THE DESIGN, FABRICATION AND ERECTION OF THE STEEL ROOF DECK SHALL BE
INACCORDANCE WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND
COMMENTARY FOR STEEL ROOF DECK AND THE SDI DIAPHRAGM DESIGN MANUAL.
MINIMUM END LAP SHALL BE 3".
THE STEEL ROOF DECK FUNCTIONS AS A STRUCTURAL ELEMENT IN RESISTING LATERAL
LOADS AND PROVIDES OVERALL STABILITY FOR THE BUILDING. THEREFORE THE WALL
PANEL ERECTION BRACES SHALL NOT BE REMOVED UNTIL ALL STEEL DECK IS COMPLETELY
FASTENED IN PLACE.
ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS IN ACCORDANCE WITH THE
CURRENT EDITION OF THE AWS SPECIFICATIONS FOR WELDED SHEET STEEL AND ITS
COMMENTARY. WELDING ELECTRODES SHALL BE E6022. HOBART #1139, 5/32" DIA.
WELDING ELECTRODES MEET THIS REQUIREMENT.
ROOF DECK SHALL RECEIVE ONE COAT OF MANUFACTURER'S STANDARD PRIMER. ALL
DECK WELDS SHALL BE PAINTED WITH RUST PROHIBITIVE METAL PRIMER PRIOR TO
ROOFING.
ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS.
ROOF DECK BUNDLES SHALL BE PLACED ON JOISTS WITH EXTREME CAUTION, FOLLOWING
THE JOIST MANUFACTURER'S RECOMMENDATIONS FOR PROPER PLACEMENT.
DECKING OR DECK ACCESSORY BUNDLES SHALL NOT EXCEED 4,000 LBS.
LIVE LOAD
MEMBRANE, INSULATION & DECK
MECHANICAL ALLOWANCE
BAR JOISTS
TOTAL TO JOISTS
JOIST GIRDERS
TOTAL TO JOIST GIRDERS
OFFICE
20
6
5
3
34 LBS./FT²
1
35 LBS./FT²
20
6
3
3
32
1
33
II
RISK CATEGORY
ROOF SNOW LOAD
(DRIFTING SNOW IN ADDITION TO
UNIFORM LOAD WHERE APPLICABLE)
Pg =
0 LBS./FT²
Pf =
0 LBS./FT²
Ce = 1.0
Is = 1.0
C t = 1.0
BASIC DESIGN WIND LOAD
V = 135 M.P.H. (3-SECOND GUST)
Iw = 1.00
EXPOSURE C
INTERNAL PRESSURE COEFFICIENT= ±0.18
NON-STRUCTURAL WALL COMPONENTS AND CLADDING
SHALL BE DESIGNED FOR:
34.4 LBS./FT² PRESSURE
30.4 LBS./FT² SUCTION
GEOTECHNICAL DATA
ALLOWABLE SOIL BEARING (COLUMNS & WALLS) 2,500 LBS./FT²
FROST DEPTH
12 INCHES
MODULUS OF SUBGRADE REACTION
120 LBS./IN³
EARTHQUAKE DESIGN DATA
ROOF DRAINAGE
PROVISION SHALL BE MADE FOR SECONDARY ROOF DRAINAGE BY MEANS OF OVERFLOW
SCUPPERS IN WALLS OR ADDITIONAL INTERIOR DRAINS. (SEE MECHANICAL DRAWINGS.)
HEIGHT OF SECONDARY DRAINS ABOVE PRIMARY DRAINS SHALL BE SUCH THAT THE WEIGHT
OF PONDED WATER ON THE ROOF DOES NOT EXCEED THE DESIGN LIVE LOAD.
SPECIAL INSPECTION
WHERE SPECIAL INSPECTION IS REQUIRED ON THE PLANS, IT SHALL BE PERFORMED BY A
REGISTERED DEPUTY INSPECTOR, EMPLOYED BY THE OWNER AND APPROVED BY THE
GOVERNING JURISDICTION. COPIES OF THE INSPECTION REPORTS SHALL BE SUBMITTED TO
THE BUILDING DEPARTMENT AND "LJB." A LICENSED ENGINEER OR ARCHITECT SHALL SIGN
EACH REPORT. "LJB" SHALL BE NOTIFIED IMMEDIATELY OF ANY TEST WHICH INDICATES NONCOMPLIANCE WITH APPLICABLE CODES OR REQUIREMENTS OF THESE PLANS UNLESS
NOTED OTHERWISE. UNLESS NOTED OTHERWISE, PROVIDE SPECIAL INSPECTION IN
ACCORDANCE WITH SECTION 1704 OF THE 2009 INTERNATIONAL BUILDING CODE ON THE
FOLLOWING:
A. STEEL CONSTRUCTION PER TABLE 1704.3.
B. CONCRETE CONSTRUCTION PER TABLE 1704.4.
C. MASONRY CONSTRUCTION PER TABLE 1704.5.1 & 1704.5.3.
D. SOILS PER TABLE 1704.7.
SPRINKLER COORDINATION
1.
2.
3.
4.
SPRINKLER LINE SUPPORTS SHALL CONFORM TO THE LATEST EDITION OF NFPA 13.
SPRINKLER LINES UP TO 1" DIAMETER MAY BE HUNG DIRECTLY FROM THE ROOF DECK ONLY
IF APPROVED BY THE STRUCTURAL ENGINEER.
LINES GREATER THAN 1" DIAMETER SHALL BE SUPPORTED BY FRAMING MEMBERS.
SPRINKLER MAINS (4" DIAMETER AND LARGER) SHALL BE SUPPORTED BY THE STRUCTURE
ONLY AT LOCATIONS APPROVED BY THE STRUCTURAL ENGINEER.
Ss = 0.303
S1 = 0.118
SITE CLASS D
SDS =0.315
S D1 =0.183
SEISMIC DESIGN CATEGORY C
BASIC SEISMIC-FORCE-RESISTING SYSTEM =
INTERMEDIATE PRECAST SHEAR WALLS
IE = 1.00
R = 4
V = CsW = 0.079W
EQUIVALENT LATERAL FORCE PROCEDURE
CLEAR HEIGHT (MINIMUM)
FINISH FLOOR TO BAR JOIST
FINISH FLOOR TO JOIST GIRDER
30'-0"
30'-0"
BUILDING AREA
OUT TO OUT OF WALLS
200,200 SQ. FT
ADD'L.
A.F.F.
ALT.
ARCH.
B/
B.F.F.
BLDG.
BOT.
BRG.
C/C
C.I.P.
C.J.
C.J.P.
CLR.
C.M.U.
COL.
CONC.
CONSTR.
CONT.
C.Y.
DET.
DIA.
DIAG.
DIM.
D.L.
DWG.
DWL.
EA.
E.F.
E.J.
ELEC.
ELEV.
E.L. OR E
EQ.
EQUIP.
E.S.
E.W.
EXIST.
EXP.
EXT.
F/
F.D.
FIN.
FDN.
F.S.
FT.
FTG.
GA.
GALV.
G.B.
G.C.
HORIZ.
HT.
I.D.
I.F.
IN.
INSUL.
INT.
JST.
JT.
K
KLF
KPA
KSI
LB.
L.F.
L.L.
LLH
LLV
L.W.
L.W.C.
MATL.
ADDITIONAL
ABOVE FINISH FLOOR
ALTERNATE
ARCHITECTURAL
BOTTOM OF
BELOW FINISH FLOOR
BUILDING
BOTTOM
BEARING
CENTER TO CENTER
CAST IN PLACE
CONTROL JOINT
COMPLETE JOINT PENETRATION
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CUBIC YARD
DETAIL
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DRAWING
DOWEL
EACH
EACH FACE
EXPANSION JOINT
ELECTRICAL
ELEVATION
EARTHQUAKE (OR SEISMIC) LOAD
EQUAL
EQUIPMENT
EACH SIDE
EACH WAY
EXISTING
EXPANSION
EXTERIOR
FACE OF
FLOOR DRAIN
FINISH
FOUNDATION
FAR SIDE
FEET
FOOTING
GAUGE
GALVANIZED
GRADE BEAM
GENERAL CONTRACTOR
HORIZONTAL
HEIGHT
INSIDE DIAMETER
INSIDE FACE
INCH
INSULATION
INTERIOR
JOIST
JOINT
KIP
KIPS PER LINEAR FOOT
KILOPASCALS
KIPS PER SQUARE INCH
POUND
LINEAL FEET
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONG WAY
LIGHT WEIGHT CONCRETE
MATERIAL
MAX.
MECH.
MEMB.
MIN.
MISC.
MFR.
M.O.
MPA
MTL.
MWFRS
N.A.
N.I.C.
NOM.
N.S.
N.T.S.
N.W.C.
O/O
O.C.
O.D.
O.F.
OPN'G
OPP.
P.A.F.
P.C.
PCF
PCS.
P.I.
PLF
PLUMB.
PSF
PSI
R. OR RAD.
R.D.
REF.
REINF.
REQ'D.
RET.
R.O.
R.T.U.
SCH.
SHT.
SHTG.
SIM.
S.L.
SLRS
S.O.G.
SPA.
SQ.
STD.
STIFF.
STL.
STRUCT.
S.W.
SYM.
T/
T&B
T&G
T.D.
THD.
THK.
T.L.
T.O.S.
TRANS.
TYP.
U.N.O.
VERT.
V.I.F.
W/
W.L.
W.P.
W.W.F.
MAXIMUM
MECHANICAL
MEMBRANE
MINIMUM
MISCELLANEOUS
MANUFACTURER
MASONRY OPENING
MEGAPASCALS
METAL
MAIN WIND FORCE RESISTING SYSTEM
NOT APPLICABLE
NOT IN CONTRACT
NOMINAL
NEAR SIDE
NOT TO SCALE
NORMAL WEIGHT CONCRETE
OUT TO OUT
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPENING
OPPOSITE
POWER ACTUATED FASTENER
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
PIECES
POINT OF INTERSECTION
POUNDS PER LINEAL FOOT
PLUMBING
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
RADIUS
ROOF DRAIN
REFERENCE
REINFORCING
REQUIRED
RETAINING
ROUGH OPENING
ROOF TOP UNIT
SCHEDULE
SHEET
SHEATHING
SIMILAR
SNOW LOAD
SEISMIC LOAD RESISTING SYSTEM
SLAB ON GRADE
SPACES
SQUARE
STANDARD
STIFFENER
STEEL
STRUCTURAL
SHORT WAY
SYMMETRICAL
TOP OF
TOP AND BOTTOM
TONGUE AND GROOVE
TRENCH DRAIN
THREADED
THICK
TOTAL LOAD
TOP OF STEEL
TRANSVERSE
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VERIFY IN FIELD
WITH
WIND LOAD
WORK POINT
WELDED WIRE FABRIC
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
DR
ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.
HORIZONTAL REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS
AND INTERSECTIONS. CORNER BARS SHALL BE PROVIDED TO MATCH HORIZONTAL
STEEL. REINFORCING STEEL SHALL BE LAPPED AS FOLLOWS WHERE SPLICES
ARE REQUIRED:
ROOF LOAD
.
RGI
EEO
GISTERED
R
A
1.
2.
THE DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND JOIST GIRDERS SHALL
CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE STANDARD
SPECIFICATIONS AND RECOMMENDED CODE OF STANDARD PRACTICE FOR OPEN WEB
JOISTS AND JOIST GIRDERS ADOPTED BY THE STEEL JOIST INSTITUTE AND CURRENT OSHA
STANDARDS.
NO CONSTRUCTION LOADS SHALL BE PLACED ON JOISTS OR JOIST GIRDERS UNTIL BRIDGING
IS INSTALLED AND BEARING CONNECTIONS HAVE BEEN BOLTED OR WELDED.
JOIST BRIDGING BUNDLES SHALL NOT EXCEED 1,000 LBS.
MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS TO THE ENGINEER OF RECORD WITH
A COVER LETTER BEARING THE SEAL AND SIGNATURE OF THE MANUFACTURER'S
REGISTERED DESIGN PROFESSIONAL. CALCULATIONS MAY BE SUBMITTED IN ELECTRONIC
FORMAT.
JOISTS AND JOIST GIRDERS SHALL RECEIVE ONE COAT OF MANUFACTURER'S STANDARD
PRIMER.
EN
GIN ER I
JA
MES J . GR
IN
1.
ELEVATION DATUM
STRUCTURAL ABBREVIATIONS
(ROOF LIVE LOAD REDUCTION WHERE
APPLICABLE BASED ON TRIBUTARY AREA)
WAREHOUSE
FF
STEEL JOIST AND JOIST GIRDERS
G
GENERAL NOTES
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
CAP BARBELL
CLYDE
ALEXANDER
LANE
POOLER, GA
1
6/1/2016 PERMIT
REV
DATE
RELEASED FOR
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
c
DESIGNED
STR
DRAWN
MJM
CHECKED
STR
JOB NUMBER
0112218
DATE
05/20/2016
SHEET TITLE
GENERAL
CONSTRUCTION
DATA
SHEET NUMBER
S100
INSIDE FACE OF
WALL PANEL
OUTSIDE FACE OF
WALL PANEL
INSIDE FACE OF
WALL PANEL
1 1.1
2
3
4
5
6
7
8
9
10
OUTSIDE FACE OF
WALL PANEL
11
11.9 12
572' - 0"
8"
51' - 4"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
51' - 4"
CL SLAB THICKNESS
CHANGE
1
S203
4"
CL FTG.
OUTSIDE FACE OF
WALL PANEL
26' - 0"
CL FTG.
CAULK ALL JOINTS WITH SEMI-RIGID EPOXY
OR POLYUREA BETWEEN 2 TO 11
AND A TO B
S202
F23
F78
S201
S202
F78
F2
(OPP.
HAND) F35
S202
S201
4"
CL FTG.
4"
RGI
EEO
GISTERED
R
A
"WB"
G
98' - 0"
CL FTG.
S201
10' - 0"
4"
8"
546'
26'- -00"
1/4"
S201
F78
S202
A
A.1
FOOTING
STEP
F22
F78
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
8"
"WB"
T/FTG.
FILL-IN
SLAB
59' - 4"
98' - 0"
.
EN
GIN ER I
JA
MES J . GR
IN
T/FTG.
EXTEND EVERY SECOND BAR
9" THROUGH FORMS TO LAB W/
REINFORCING OF FILL-IN SLAB
FF
1 - #4 CONT.
95' - 0"
DR
INSIDE FACE OF
WALL PANEL
#4 BARS @ 4'-0" O.C. ALT. 15' & 20' LENGTH
(TYP. ADJACENT TO FILL-IN SLABS)
"WD"
"WD"
"CD"
"CC"
"CC"
"CC"
"CC"
"CC"
"CC"
"CC"
"CC"
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
"CD"
2
S203
B
F42
S201
(TYP. @ GRID
LINE 8 )
5" CONCRETE SLAB UNREINFORCED.
PROVIDE 10 MIL. BARRIER.(FINISH
FLOOR REFERENCE ELEV.100'-0")
11' - 0"
PUMP
ROOM
21' - 4"
48' - 4"
5" CONCRETE SLAB UNREINFORCED.
PROVIDE 10 MIL. BARRIER.
(FINISH FLOOR REFERENCE ELEV.
100'-0")
"WB"
T/FTG.
95' - 0"
"WB"
C
"CA"
"CA"
"CA"
"CA"
"CA"
"CA"
"CA"
"CA"
"CB"
T/FTG.
"WC"
6' - 0"
"CB"
"WC"
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
C
1 - #4 CONT.
98' - 0"
10' - 0"
48' - 4"
"WB"
"WB"
F22
#4 BARS @ 4'-0" O.C. ALT. 15' & 20' LENGTH
(TYP. ADJACENT TO FILL-IN SLABS)
"WC"
D
F22
5' - 0"
(TYP.
U.N.O.)
48' - 4"
350' - 0"
S201
"WB"
"CA"
"CB"
"CA"
"CA"
"CA"
"CA"
"CA"
"CB"
"CA"
"WC"
NOTE: PROVIDE ONE (1)
COAT HARDNER
CONSTRUCTION OR
CONTRACTION JOINTS
@ 16'-4" O.C. MAX (TYP.)
NOTE: PROVIDE ONE (1)
COAT HARDNER
6" CONCRETE SLAB REINFORCED
W/ 4X4-W2.0X W2.0 W.W.F
(FINISH FLOOR REFERENCE ELEV.
100'-0")
"CA"
"CA"
10' - 0"
CONSTRUCTION OR
CONTRACTION JOINTS
@ 18'-6" O.C. MAX (TYP.)
8" CONCRETE SLAB REINFORCED
W/ #4 @ 1'-4" O.C. EACH WAY
(FINISH FLOOR REFERENCE ELEV.
100'-0")
"CA"
"CA"
"CA"
"WB"
"CA"
"CA"
"CA"
CAP BARBELL
"CB"
CLYDE
ALEXANDER
LANE
POOLER, GA
"WC"
"WC"
F42
F42
F40
S201
(TYP. @ GRID
LINE 2 )
S201
S201
(TYP. U.N.O.)
(TYP. @ GRID
LINE 11 )
48' - 4"
"WB"
"WB"
"CA"
"CB"
F
F2
S201
"CB"
E
"CA"
S201
T/FTG.
ELEV. 99' - 0"
(TYP. @ COLS.)
5' - 0"
(TYP.
U.N.O.)
S201
F2
"CA"
"CA"
"CA"
"CA"
"CA"
"CA"
"CB"
"WC"
"WC"
"WB"
"CC"
G
"CB"
"CB"
"CB"
"CB"
"CB"
"CB"
"CB"
"CB"
"CC"
"WC"
"WC"
F42
S201
"WB"
(TYP. @ GRID
LINE G )
47' - 8"
FILL-IN
SLAB
INSIDE FACE OF
WALL PANEL
"WB"
95' - 0"
T/FTG.
98' - 0"
"WA"
4"
CL FTG.
F22
F35
F2
S201
S201
S201
FOUNDATION PLAN
26' - 1 5/8"
FOOTING
STEP
NOTE: SEE ARCHITECTURE DRAWINGS
FOR LOCATION OF VAPOR BARRIER
N
"WB"
N
OUTSIDE FACE OF
WALL PANEL
10' - 0"
G.9
H
4"
CL FTG.
T/FTG.
8"
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
48' - 4"
"WB"
TRUE
PROJECT
1
6/1/2016 PERMIT
REV
DATE
RELEASED FOR
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
c
DESIGNED
DRAWN
CHECKED
STR
MJM
STR
JOB NUMBER
0112218
DATE
05/20/16
SHEET TITLE
6/1/2016 12:11:49 PM
FOUNDATION
PLAN
SHEET NUMBER
S200
CONTROL DIMENSION, INSIDE FACE OF WALL
WALL TIES
#4, ALTERNATE 15' & 20' LENGTHS
(EXTEND THRU FORM)
WALL PANEL
FIN. FLOOR ELEV.
1' - 9"
1' - 9"
MIN.
MIN.
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
FLOOR SLAB
FILL-IN SLAB
#4
CONTROL DIMENSION,
INSIDE FACE OF WALL
CONTROL DIMENSION,
INSIDE FACE OF WALL
3"
G
CLR.
D
#4 TIE
IN
EN
GIN ER I
JA
MES J . GR
FF
.
#4 TIE
NOTE:
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
OPTIONAL ALTERNATE IS
TO USE DRIFT PINS
CONTINUOUS REINFORCING
CL FTG. & WALL PANEL
CL FTG. & WALL PANEL
R
F1 BASE ANGLE - PRESET AT EACH PANEL
JOINT W/ 2-1/2"Ø EXPANSION ANCHORS
W/ 2 1/4" MIN. EMBEDMENT (F1 MAY BE
REMOVED AFTER PANELS ARE GROUTED)
C
L FTG. & WALL PANEL
2'-0"
#4 BENT BAR @ 1'-6" O.C.
DRILLED & EPOXIED INTO
FTG. W/ 6" MIN. EMBEDMENT
PROTECT SLOPE WITH VISQUEEN
DURING CONSTRUCTION
ADDITIONAL REINFORCING
(AS REQUIRED)
W
#4 TIE
CONTINUOUS REINFORCING
CONTINUOUS REINFORCING
CONTINUOUS REINFORCING
ADDITIONAL REINFORCING
(AS REQUIRED)
W
FLOOR SLAB
SLAB
REINFORCING
3"
CLR.
3"
CLR.
#4 TIES
CLR.
3"
EMBEDDED PLATE
C
L FTG. &
WALL PANEL
2'-0"
#4 BENT BAR @ 1'-6" O.C.
DRILLED & EPOXIED INTO FTG.
W/ 6" MIN. EMBEDMENT
DRIFT PINS AS REG'D
D
2
D
CLR.
3"
1"ALLOWANCE
6"(MIN.)
COMPACTED GRANULAR BACKFILL
SLAB
REINFORCING
3"
CLR.
.
2'-0"
1
1'-9"
SLAB
REINFORCING
3"
CLR.
.
2'-0"
2' - 0"
FIN. GRADE
FILL-IN SLAB
1/2"
FLOOR SLAB
SLOPE
D
FIN. FLOOR
ELEV.
FLOOR SLAB
RGI
EEO
GISTERED
COMPACTED GRANULAR BACKFILL
DR
BASE ANGLE
BOND BREAKER
C
L CONSTRUCTION JOINT
(SEE TYP. DETAIL)
FIN. GRADE
2 15/16"
FIN. GRADE
FIN. FLOOR ELEV.
2'-3"
EXTERIOR PAVING
6" (MIN.)
FILL-IN SLAB
CL FOR CONSTRUCTION JOINT
(SEE TYP. DETAIL)
CAST CURB AFTER PANEL
ERECTION (TO BE FLUSH
WITH OUTSIDE FACE OF PANEL)
#5 X PANEL
OPENING WIDTH -4"
#5 X 1'-0" @ 1'-6" O.C.
LAP SPLICE
6"X6" PRESET
PLASTIC SHIMS
& CONT. GROUT
1" ALLOWANCE
SLOPE CURB AT DOORS
6" (MIN.)
CURTAIN WALL
LAP SPLICE
#4 CONTINUOUS
A
FIN. FLOOR ELEV.
3/4" CONTINUOUS
JOINT MATERIAL
SHIM & INSUL. FILL
A
6"X6" PRESETS201
PLASTIC SHIMS
& CONT. GROUT
WALL PANEL (BEYOND)
1' - 6" MIN.
SEE FOUNDATION PLAN
5' - 0"
SEE FOUNDATION PLAN
1' - 6" MIN.
CLR.
CL FOR CONSTRUCTION JOINT
(SEE TYP. DETAIL)
WALL PANEL
#4 BENT BAR
(SEE DETAIL ON
PANEL REINFORCING
DRAWINGS)
W
W
WALL FOOTING SECTION
F2
FOOTING SECTION
SCALE: 1/2" = 1'-0"
S200
SCALE: 1/2" = 1'-0"
NOTE:
SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
NOTE:
F10
F11
FOOTING SECTION
S200
S200
SCALE: 1/2" = 1'-0"
NOTE:
SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
F22
DOCK WALL FOOTING SECTION
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
S200
SCALE: 1/2" = 1'-0"
NOTES:
1. SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
2. GROUT ALL WALL PANELS AND INSTALL ALL WALL TIES
BEFORE BACKFILL IS PLACED.
3. FOR W.W.F. SLAB REINFORCING
SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
W
W
W2
W2
W2
W2
CL FTG. & COL.
CL FTG. & COL.
W2
W2
CONTROL DIMENSION, INSIDE FACE OF WALL
W2
W
FIN. FLOOR ELEV.
C
L CONSTRUCTION JOINT
(SEE TYP. DETAIL)
F1 BASE ANGLE
OR DRIFT PINS
(BEHIND)
FIN. GRADE
COMPACTED GRANULAR BACKFILL
#4 TIE
NOTE:
C
L FTG. & WALL PANEL
OPTIONAL ALTERNATE IS
TO USE DRIFT PINS
1
CONTINUOUS
REINFORCING
1
PLAN
4-3/4"Ø HILTI HAS RODS.
EMBED 1'-0" MIN. INTO FTG. W/
HILTI HIT-HY 200 ADHESIVE
ASPHALTIC PAINT OR
GREASE APPLIED TO
SLEEVE TO PREVENT BOND
ASPHALTIC PAINT OR
GREASE APPLIED TO
SLEEVE TO PREVENT BOND
3/16
FIN. FLOOR ELEV.
CONSTRUCTION JOINT
3/16
HSS SLEEVE
HSS SLEEVE
CONTINUOUS REINFORCING
SLAB
REINFORCING
FIN. FLOOR ELEV.
SLAB
REINFORCING
FLOOR SLAB
FLOOR SLAB
STEP LOCATION
3' - 0"
C
L PANEL JOINT
S200
SCALE: 1/2" = 1'-0"
F35
CLR.
3"
1" ALLOWANCE FOR
SHIMS & GROUT
F40
COLUMN FOOTING SECTION
S200
SCALE: 1/2" = 1'-0"
1. SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
2. GROUT ALL WALL PANELS AND INSTALL ALL WALL TIES
BEFORE BACKFILL IS PLACED.
3. FOR REBAR SLAB REINFORCING
REINFORCING STEEL
1" ALLOWANCE FOR
SHIMS & GROUT
FOOTING STEP SECTION
NOTES:
CL FTG. & COL.
CL FTG. & COL.
REINFORCING STEEL
F23
DOCK WALL FOOTING SECTION
COMPACTED
SUB BASE
COMPACTED
SUB BASE
3"
2"
D
REINFORCING BARS: SAME
NUMBER & SIZE AS
CONTINUOUS REINFORCING
CLR.
CONTINUOUS
REINFORCING
CLR.
W
3"
D
ADDITIONAL REINFORCING
(AS REQUIRED)
PLAN
4-3/4"Ø EXPANISON ANCHORS
W/ 6" MIN EMBEDMENT
3' - 0"
CLR.
F1 BASE ANGLE - PRESET AT EACH PANEL
JOINT W/ 2-1/2"Ø EXPANSION ANCHORS
W/ 2 1/4" MIN. EMBEDMENT (F1 MAY BE
REMOVED AFTER PANELS ARE GROUTED)
SHIMS & GROUT
1" ALLOWANCE FOR
CLR.
3"
2 15/16"
PROTECT SLOPE WITH VISQUEEN
DURING CONSTRUCTION
COLUMN BASE PLATE
COLUMN BASE PLATE
SEE SLEAVE DETAIL ON
SHEET S700
1' - 0"
LAP SPLICE
CLYDE
ALEXANDER
LANE
POOLER, GA
W2
LAP SPLICE
WALL PANEL
1' - 0"
1' - 6" MIN.
2' - 0"
1' - 6" MIN.
CAP BARBELL
W
SLAB REINFORCING
6"X6" PRESET
PLASTIC SHIMS
& CONT. GROUT
1" ALLOWANCE
6" (MIN.)
FLOOR SLAB
FILL-IN SLAB
SEE FOUNDATION PLAN
5' - 0"
S200
SCALE: 1/2" = 1'-0"
F42
COLUMN FOOTING SECTION
S200
SCALE: 1/2" = 1'-0"
NOTE:
NOTE:
NOTE:
SEE FOUNDATION PLAN FOR STEP LOCATION AND
FOOTING SCHEDULE FOR REINFORCING STEEL.
1. SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
2. ANCHORS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS
ACHIEVED A COMPRESSIVE STRENGTH OF 2,500 PSI.
1. SEE FOOTING SCHEDULE FOR W, D AND REINFORCING STEEL.
2. ANCHORS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS
ACHIEVED A COMPRESSIVE STRENGTH OF 2,500 PSI.
C
L JOINT
1" ALLOWNACE FOR
DETAIL
SCALE: 1 1/2" = 1'-0"
DEPTH OF SAWCUT MAY BE REDUCED
TO 11/4" (+/- 1/4") IF EARLY-ENTRY SAW IS USED.
CL JOINT
1"ØX1' - 4" SMOOTH DOWEL BAR
@ 1'-0" O.C.
(GREASE ONE END ONLY)
CONTRACTION JOINT
SCALE: NOT TO SCALE
A
S201
CRACK CONTROL REINFORCING
NOTE:
SCALE: NOT TO SCALE
DEPTH OF SAWCUT MAY BE REDUCED
TO 1 1/4" (+/- 1/4") IF EARLY-ENTRY SAW IS USED.
NOTE:
TYPICAL AT ALL REENTRANT CORNERS
FOR SLAB-ON-GRADE. REINFORCING TO BE
CENTERED IN SLAB THICKNESS.
CONSTRUCTION JOINT
SCALE: NOT TO SCALE
PROCEDURE FOR PLACING DOWELS IN CONSTRUCTION JOINT
1. GREASE HALF OF DOWEL PROTRUDING THROUGH THE EDGE OF FORMS
INTO THE FIRST SLAB POUR.
2. AFTER CONCRETE HAS REACHED INITIAL SET, TWIST DOWELS IN SLAB SEVERAL
TURNS TO ENSURE EASE OF REMOVAL. REMOVE DOWELS AFTER 3 TO 4 HOURS.
3. STRIP FORMS AND IMMEDIATELY REINSERT DOWELS INTO SLAB.
EQ.
PROVIDE
ADDITIONAL
#5X5'-4" AT ALL
BLOCK OUTS
CONT. WALL FOOTING
WALL PANEL
CONTRACTION JOINT AT SPEED BAYS
SCALE: NOT TO SCALE
NOTE:
ADD ALTERNATE TO PROVIDE DOWEL BASKET AT ALL CONTRACTION JOINTS
SEE CONTRACTION JOINT TYP. DETAIL FOR REINFORCING DETAILS
BLOCK-OUT IN
CONT. WALL FOOTING
6/1/2016 PERMIT
REV
SAWCUT
PNA PD3 DOWEL BASKET WITH
PL 1/2X21/2X1'-0" @ 2'-3" O.C.
(GREASE ONE END ONLY)
OPENING
CONCRETE SLAB
1'-4" MAX.
T
2" AT ALTERNATING BARS
FLOOR SLAB
EQ.
DATE
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
DRAWN
CHECKED
STR
MJM
STR
JOB NUMBER
0112218
DATE
05/20/2016
SHEET TITLE
DOWNSPOUT OR UTILITY STUB UP
TYPICAL DOWNSPOUT OR
UTILITY BLOCK-OUT PLAN
RELEASED FOR
c
DESIGNED
W
T/2
CUT ALTERNATE
REINFORCING BARS
WHICH CROSS JOINT
1
2 1/4ʺ
CLR.
CL DOWEL
T/2
SAWCUT
NOTE:
APPLY BOND BREAKER TO
EDGE OF SLAB CAST FIRST
FLOOR SLAB
FLOOR SLAB
END OF DOWEL
PANEL THICKNESS
8"
EQ.
8"
EQ.
T/4
2 1/4ʺ
CLR.
EMBEDDED PLATE
(SEE WALL PANEL
LAYOUT FOR MARK
AND LOCATIONS)
SLAB REINFORCING
CL JOINT
T
F2 BASE ANGLE AT EACH
1/4
EMBEDDED PLATE LOCATION
W/ 2-3/4"Ø HILTI KWIK BOLT 3
EXPANSION ANCHORS INSTALLED
W/ 5" EMBEDMENT INTO FOOTING.
COAT STEEL ANGLE & PLATE WITH
ASPHALTIC BITUMEN AFTER
CONNECTION HAS BEEN COMPLETED.
2-#5X4'-0" @ 3"
T/4 (MIN.)
SLAB REINFORCING
SHIM & GROUT
D
MIN.
1"
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
MIN.
#4
#4 BENT BAR
(SEE DETAIL ON
PANEL REINFORCING
DRAWINGS)
6/1/2016 12:11:51 PM
1' - 9"
SHIMS & GROUT
FIN. FLOOR ELEV.
1' - 9"
1" ALLOWANCE FOR
WALL PANEL
FOUNDATION
DETAILS
NOTE:
VERIFY LOCATION OF DOWN
SPOUTS & UTILITY STUB-UPS
W/ PLUMBING & ARCH. DWGS.
SCALE: NOT TO SCALE
SHEET NUMBER
S201
CONTRACTION
JOINT
L3X3X1/4
NO WELD
POUR "B"
POUR "B"
NO WELD
L3X3X1/4
CONCRETE BEHIND PIT CURB
MUST BE WELL VIBRATED
BREAK ANGLE AT BACK OF
PANEL AND SLOPE DOWN 1/2"
.
L3X3X1/4
GAVANIZED
L3X3X1/4 CONT.
TYP. (SEE ISOMETRIC)
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
NOTES:
L3X3X1/4
GAVANIZED
EN
GIN ER I
JA
MES J . GR
L5X3X3/8(LLV)
GAVANIZED
L3X3X1/4
GAVANIZED
POUR "A"
PIT BOTTOM
POUR "A"
PIT BOTTOM
R
L3X3X1/4
DR
POUR "C"
INFILL
L5X3X3/8(LLV)
GAVANIZED
RGI
EEO
GISTERED
A
IMPORTANT:
G
S202
12' - 0" FILL-IN SLAB
PNA DIAMOND
DOWEL (TYP.)
IN
F60
L5X3X3/8(LLV) CONT. TYP. EACH
SIDE OF PIT (SEE ISOMETRIC)
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
FF
CONSTRUCTION
JOINT (TYP. U.N.O.)
PNA DIAMOND DOWEL @
1'-0" O.C. EXCEPT FOR
#4 REBAR @ 4'-0" O.C.
1. ALL ANGLES TO HAVE 1/2" ØX6" HEADED STUDS @ 1'-0" O.C.
(MAX.) - LOCATED FIRST STUD 3" FROM EACH END
2. SEE S204 FOR ADDITIONAL INFORMATION.
NOTE:
VERIFY ALL DIMENSIONS
WITH DOCK LEVELER SUPPLIER
BEFORE CONSTRUCTION OF PIT
DOCK PIT ISOMETRIC
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
NOTES:
7' - 0" PIT WIDTH
1' - 0"
1. SEE ARCH. DRAWINGS FOR EXACT LOCATIONS OF DOCK LEVELERS
2. SEE S204 FOR ADDITIONAL INFORMATION.
B
DOCK PIT PLAN
S200
SCALE: 1/2" = 1'-0"
INSIDE FACE OF WALL PANEL
8ʺ
WALL PANEL
FLOOR
10' - 0"
SLAB
L3X3X1/4 CONT.
W/1/2 Ø X6" STUDS @
1'-0" O.C. (MAX.) LOCATE
FIRST STUDS 3"
FROM EACH END
FINISH
FLOOR
ELEV.
CL CONSTRUCTION JOINT
7' - 4"
8"
2'-0"
2'-0"
#4@ 1'-6" O.C.
(TYP. 3 SIDES)
L3X3X1/4 CONT. W/1/2 ØX6" STUDS
@ 1'-0" O.C. (MAX.) LOCATE FIRST
STUDS 3" FROM EACH END
F61
2' - 0"
1'-8"
1' - 0"
DIAMOND DOWELS
@ 1'-6" O.C.
6"X6" PRESET SHIMS
& CONT. GROUT
#4 BENT BAR @ 1'-0" O.C.
DRILL & EPOXY W/3" MIN.
EMBEDMENT IN CENTER
OF INNER WYTHE
THICKNESS
SINGLE 3/4" CHAMFER
#4X2'-0" @ 4'-0" O.C. CENTER
ON CONSTRUCTION JOINT SEE DOCK PLAN VIEW FOR
DOWELS @ 1'-0" O.C. BETWEEN
REBAR
#4 CONT. - EXTEND 6"
BEYOND PIT EACH SIDE
ROUGH
OPENING
IN PANEL
2'-0"
6"
POUR B
CLR.
PROVIDE SMOOTH SLOPE
FROM TOP OF PIT BOTTOM
TO BOTTOM OF MAIN SLAB
AT THE POUR BACK
CONSTRUCTION JOINT
L5X3X3/8(LLV)
NOTE:
CLR.
3"
3"
SHIM & GROUT
CLR.
POUR A
EXT. CONC.
1"ALLOWANCE FOR
3' - 4"
5' - 0"
1/2" EXPANSION
JOINT MATERIAL
CLYDE
ALEXANDER
LANE
POOLER, GA
2"
6"
1/2" PITCH
1' - 7 1/2"
3/4" DOUBLE
CHAMFER
CAP BARBELL
#4 TIE
VERIFY ALL DIMENSIONS WITH DOCK LEVELER
SUPPLIER FOR CONSTRUCTION OF PIT
CONCRETE INFILL
NOTE:
DOUBLE 3/4" CHAMFER
SEE FOOTING SCHEDLE FOR W, D AND REINFORCING STEEL.
CL FTG. & WALL PANEL
L3X3X1/4
CONTINUOUS REINFORCING
ADDITIONAL REINFORCING
(AS REQUIRED)
W
DOCK PIT WALL SECTION
SCALE: 1/2" = 1'-0"
CAST-IN SLEEVES FOR
RAILING (BY OTHERS)
DOUBLE 3/4" CHAMFER
F60
S202
DOCK PIT ELEVATION
SCALE: 1/2" = 1'-0"
F61
S202
1/2" PREFORMED EXPANSION
JOINT MATERIAL
#4 CONT. EACH
SIDE OF SLEEVE
PAVEMENT
FREE DRAINING GRANULAR BACKFILL
1/2" PREFORMED EXPANSION
JOINT MATERIAL
(4'-6" MAX.)
VARIES
(5'-6" MAX.)
3"
CLR.
6"
T/WALL
ELEV. VARIES
VARIES
#5 CONT. @ 1'-5" O.C. MAX.
PAVEMENT
#5 BENT BARS @ 1'-3" O.C. MAX.
(CENTERED IN WALL)
CL 3"Ø WEEP HOLES
@ 10'-0" O.C. MAX.
3"
CLR.
T/FTG.
ELEV. 95'-0"
4-#4 CONTINUOUS
TOP & BOTTOM
1
6/1/2016 PERMIT
REV
CLR.
3"
3"
CLR.
CLR.
6"
ROUGHEN JOINT
1' - 6"
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
#4@ 1'-6" O.C.
EACH WAY
PIT DEPTH
(REAR)
1/2"
PIT DEPTH
(FRONT)
1' - 8"
S202
#4 TIES @ 2'-0" O.C.
1' - 7ʺ
10"
1' - 7ʺ
4' - 0ʺ
DATE
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
DESIGNED
RAMP SECTION
SCALE: 1/2" = 1'-0"
NOTE:
F78
S200
RELEASED FOR
c
DRAWN
CHECKED
STR
MJM
STR
JOB NUMBER
0112218
DATE
05/20/2016
SHEET TITLE
SEE ARCHITECTURAL DRAWINGS FOR RAMP DIMENSIONS NOT SHOWN.
6/1/2016 12:11:52 PM
FOUNDATION
DETAILS
SHEET NUMBER
S202
6" CONC. SLAB
6" CONC. SLAB
COMPOSITE DECK
COMPOSITE DECK
CONT. L6X6X5/16 W/ 1/2"ØX5"
STUDS @ 2'-0" O.C. INTO
CONCRETE SLAB & C.M.U.
4' - 2 3/4"
10"
35' - 3"
2"
4"
1"
2"
8" BOND BEAM
W/ 2-#4 CONT.
30' - 5"
4"
8" BOND BEAM
W/ 2-#4 CONT.
G
STAIRS (SEE CIVIL
& ARCH. DRAWING)
4"
6' - 4"
RGI
EEO
GISTERED
R
F78
A
2' - 2 1/2"
10"
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
2
2"
4' - 6 1/4"
12'-6" A.F.F.
1"
6"
12'-6" A.F.F.
OUTSIDE FACE OF
WALL PANEL
T/SLAB
4"
T/SLAB
1
CONT. #4
2"
CONT. #4
CONT. L6X6X5/16 W/ 1/2"ØX5"
STUDS @ 2'-0" O.C. INTO
CONCRETE SLAB & C.M.U.
W.W.F.
6"
W.W.F.
F78
S202
S202
8" C.M.U. WALL W/ #5@4'-0" O.C.
CENTERED IN GROUTED CELL
STANDARD JOINT REINFORCING
@ 1'-4" O.C.
STANDARD JOINT REINFORCING
@ 1'-4" O.C.
.
EN
GIN ER I
JA
MES J . GR
FF
10"
3' - 8 3/4"
F78
8" C.M.U. WALL W/ #5@4'-0" O.C.
CENTERED IN GROUTED CELL
DR
RAMP WALL
(TYP.)
IN
S202
SLOPE
(SEE CIVIL & ARCH. DRAWING)
F78
10"
S202
F78
FOOTING
(TYP.)
3' - 9 3/4"
S202
SLOPE
(SEE CIVIL & ARCH. DRAWING)
DRILL & EPOXY REINFORCING
INTO THICKENED SLAB
W/ 6" MIN. EMBEDMENT
DRILL & EPOXY REINFORCING
INTO THICKENED SLAB
W/ 6" MIN. EMBEDMENT
FLOOR SLAB
FIN. FLOOR
ELEV.
A
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
FLOOR SLAB
FIN. FLOOR
ELEV.
1' - 0"
1' - 0"
OUTSIDE FACE OF
WALL PANEL
1
3"
1
OFFICE ENTRY RAMP-ENLARGED PLAN
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
2
#5 CONTINUOUS
S200
SCALE: 1/4" = 1'-0"
CLR.
CLR.
3"
1
2
#5 CONTINUOUS
2' - 0"
2' - 0"
F90
ELECTRICAL PUMP ROOM SECTION
S203
SCALE: 1" = 1'-0"
F91
ELECTRICAL PUMP ROOM SECTION
S203
S203
SCALE: 1" = 1'-0"
NOTE:
NOTE:
1. ELEVATED SLAB DESIGNED FOR 60 PSF LIVE LOAD.
2. CONNECT COMPOSITE DECK TO PERIMETER ANGLES W/ 5/8" PUDDLE
WELDS AT 1'-0" O.C. MAX. CONNECT SIDE LAPS W/ #12 SCREWS AT 2'-0"
MAX.
1. ELEVATED SLAB DESIGNED FOR 60 PSF LIVE LOAD.
2. CONNECT COMPOSITE DECK TO PERIMETER ANGLES W/ 5/8" PUDDLE
WELDS AT 1'-0" O.C. MAX. CONNECT SIDE LAPS W/ #12 SCREWS AT 2'-0"
MAX.
6" CONC. SLAB
COMPOSITE DECK
CONT. L6X4X3/8 (LLV) W/ 1/2"ØX5"
STUDS @ 2'-0" O.C. ALTERNATING W/
3/4"Ø HOLES FOR 5/8"Ø HILTI KWIK
BOLT TZ EXPANSION ANCHORS @
2'-0" O.C. W/ 4" MIN. EMBEDMENT
W.W.F.
CONT. #4
CAP BARBELL
T/SLAB
CLYDE
ALEXANDER
LANE
POOLER, GA
2"
1"
ELEV. 112'-6"
12
CMU WALL
CMU WALL
16" DEEP LINTEL
W/ 4-#5 CONT.
(2 TOP & 2
BOTTOM)
REINFORCING
WALL PANEL
REINFORCING
TOP OF
MASONRY
OPENING
FIN. FLOOR ELEV.
TOP OF
MASONRY
OPENING
11' - 0"
8"
F90
S203
FIN. GRADE
C.M.U. LINTEL
C.M.U. LINTEL
FOR MASONRY OPENINGS
UP TO 4'-0" IN WIDTH
FOR MASONRY OPENINGS
UP TO 8'-0" IN WIDTH
JAMB WIDTH
JAMB
REINFORCING
JAMB
REINFORCING
#5 CENTERED IN
GROUTED CELL
6" CONCRETE SLAB W/ 6X6-W2.1XW2.1 W.W.F ON
3"-18 GA. GALVANIZED COMPOSITE DECK (TOP
OF ELECTRICAL/PUMP ROOM ROOF SLAB ELEV. 112'-6")
F91
8" OR 16" LINTEL
MASONRY OPENING
21' - 4"
FLOOR SLAB
S203
F92
S203
SEE NOTE 2
SEE NOTE 2
MASONRY OPENING WIDTH
LINTEL DETAIL
#5 CENTERED IN
GROUTED CELL
ELECTRICAL/PUMP ROOM SECTION
SCALE: 1" = 1'-0"
F92
S203
JAMB REINFORCEMENT DETAIL
CORNER DETAIL
FOR MASONRY OPENINGS
UP TO 4'-0" IN WIDTH
NOTES:
1. SEE SECTION F2 FOR ADDITIONAL FOOTING DETAILS.
2. ELEVATED SLAB DESIGNED FOR 60 PSF LIVE LOAD.
3. CONNECT COMPOSITE DECK TO PERIMETER ANGLES W/ 5/8" PUDDLE
WELDS AT 1'-0" O.C. MAX. CONNECT SIDE LAPS W/ #12 SCREWS AT 2'-0"
MAX.
MASONRY DETAILS
SCALE: NOT TO SCALE
6' - 0"
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
8" DEEP LINTEL
W/ 2-#5 CONT.
F90
C
S203
SCALE: NOT TO SCALE
(TYP. @ ALL C.M.U. WALL OPENINGS)
LINTEL NOTES:
1. LINTELS SHALL BE PROVIDED FOR ALL OPENINGS AS INDICATED ON THE STRUCTURAL AND
ARCHITECTURAL DRAWINGS. IN ADDITION, LINTELS ARE REQUIRED FOR ANY MECHANICAL, ELECTRICAL,
OR PLUMBING OPENING IN A MASONRY WALL WITH A WIDTH EQUAL TO OR GREATER THAN 1'-0".
2. LINTELS SHALL HAVE A MINIMUM BEARING OF 8" FOR SPANS UP TO 8'-0" AND 1'-4" FOR
SPANS GREATER THAN 8'-0" U.N.O.
PUMP ROOM- ENLARGED PLAN
SCALE: 3/32" = 1'-0"
2
S200
1
6/1/2016 PERMIT
REV
DATE
RELEASED FOR
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
c
DESIGNED
DRAWN
CHECKED
Designer
Author
Checker
JOB NUMBER
0112218
DATE
05/26/16
SHEET TITLE
6/1/2016 12:11:53 PM
FOUNDATION
DETAILS
SHEET NUMBER
S203
OUTSIDE FACE OF
WALL PANEL
INSIDE FACE OF
WALL PANEL
INSIDE FACE OF
WALL PANEL
1 1.1
2
3
4
5
6
7
8
9
10
OUTSIDE FACE OF
WALL PANEL
11
11.9 12
572' - 0"
51' - 4"
8"
52' - 0"
52' - 0"
5' - 10"
52' - 0"
52' - 0"
52' - 0"
46 SPACES @ 6' - 6" = 299' - 0"
20 GA. DECK
S6
DECK CONNECTION TYPE "A"
20 GA. DECK
PERIMETER ANGLE (SEE NOTE)
S301
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
5' - 10"
6' - 0"
OFFICE ROOF LOAD
(SHADED AREA)
S48
WALL BRACE ANGLE
(SEE NOTE 3)
G
S301
RTUW-2 600 LBS
R
CL 300 LB POINT
LOAD TO JOIST
CL 300 LB POINT
LOAD TO JOIST
134' - 7"
MAU-1 1100 LBS
CL 275 LB POINT
LOAD TO JOIST
1' - 8"
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
6"
CL 300 LB POINT
LOAD TO JOIST
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
BOTTOM CHORD EXTENSION
(SEE NOTE 4)
48' - 4"
PERIMETER ANGLE (SEE NOTE)
K
K
EXHAUST FAN
610 LB (TYP. U.N.O.)
0.6
52G8N7.6K
(TYP. ALONG LINE C )
0.6
C
MAU-2 1100 LBS
CL 275 LB POINT
LOAD TO JOIST
4' - 2 1/2"
(TYP. ALONG
COL. LINE C)
30K195/116
(TYP. U.N.O.)
8' - 10 3/4"
8' - 10 3/4"
48' - 4"
(TYP. ALONG
COL. LINE B)
(TYP.
U.N.O.)
133' - 7"
EN
GIN ER I
JA
MES J . GR
RTUE-1 1300 LBS
40G8N8.9K
40G8N8.5K
(TYP. ALONG LINE B )
4' - 5 1/2"
40G8N8.9K
1' - 8"
RTUW-1 600 LBS
5' - 10 7/8"
4"
LAP
.
30K197/106
CL 325 LB
POINT LOAD
TO JOIST
FF
30K184/106
4' - 2 1/2"
30K197/106
IN
S47
S301
B
S22
BOLTED DIAGONAL BRIDGING
(SEE NOTE 7)
135' - 7"
S301
1 1/2" - WIDE RIB
DECKING (TYP.)
(SEE GAGE ABOVE)
(TYP. ALONG
COL. LINE D)
S20
S301
S21
64G5N7.6K
D
S301
18' - 4"
(TYP. ALONG LINE D )
135' - 11 1/2"
RIDGE LINE
(TYP. ALONG
RIDGE)
DECK SHALL BE
CONTINUOUS OVER RIDGE
PERIMETER ANGLE (SEE NOTE)
30' - 0"
48' - 4"
350' - 0"
RGI
EEO
GISTERED
RTUE-2 600 LBS
HS
S1
(T
YP 0X1
. U 0X
1
.N
.O /4
.)
60' - 0"
OFFICE ROOF LOAD
(SHADED AREA)
8"
DR
59' - 4"
51' - 4"
A
INSIDE FACE OF
WALL PANEL
52' - 0"
22 GA. DECK
CORNER ANGLE
(SEE NOTE 1)
4 EQ. SPACES 2 ROWS HORIZ. BRIDGING ANGLE
1 1/2" X 1 1/2" X 7/64" TOP & BOTTOM CHORDS &
1 ROW BOLTED DIAGONAL BRIDGING ANGLE 1
1/4" X 1 1/4" X 7/64"
8"
A.1
52' - 0"
38 SPACES @ 6' - 6" = 247' - 0"
6' - 0"
DECK CONNECTION TYPE "B"
OUTSIDE FACE OF
WALL PANEL
132' - 4"
A
52' - 0"
1' - 0"
DECK CONNECTION TYPE "A"
(TYP. ALONG
COL. LINE A)
52' - 0"
34KSP1
CAP BARBELL
64G5N7.6K
E
S35
(TYP. ALONG LINE E )
CLYDE
ALEXANDER
LANE
POOLER, GA
S301
135' - 4"
48' - 4"
(TYP. ALONG
COL. LINE E)
134' - 4"
(TYP. ALONG
COL. LINE F)
S41
S32
S301
S301
52G8N7.6K
S15
F
S35
S301
(TYP. ALONG LINE F )
S301
S22
133' - 4"
G
40G8N7.6K
(TYP. ALONG LINE G )
S21
4"
LAP
S301
S20
S301
47' - 8"
S47
INSIDE FACE OF
WALL PANEL
S301
WELDED DIAGONAL BRIDGING
(SEE NOTE 8)
132' - 4"
(TYP. ALONG
COL. LINE H)
G.9
S48
S301
S6
S301
PERIMETER ANGLE (SEE NOTE)
FRAMING PLAN
3/64"=1'-0"
ROOF FRAMING NOTES
6.
7.
8.
10.
11.
12.
13.
1
12
14 PSF
25 PSF
6 PSF
D
18'-4"
A
A
E
30'-0"
{
195 LB/FT. TOTAL
116 LB./FT. LIVE
1
6/1/2016 PERMIT
REV
DATE
RELEASED FOR
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
c
135'-7"
JOIST
BEARING
2 PSF
JOIST GIRDER NET UPLIFT DIAGRAM
SLOPE 1/4"/FT.
135'-4"
JOIST
BEARING
DESIGNED
TOTAL LOAD INCLUDING JOIST WEIGHT (PLF)
LIVE LOAD (PLF)
30K197/117
21' - 0"
(TYP.)
JOIST NET UPLIFT DIAGRAM
NOTE:
DEFLECTION LIMITS
1. ALLOWABLE MATERIAL STRESS INCREASES ARE NOT
PERMITTED PER IBC SECTION 1605.3.1.
2. NET UPLIFT FORCES ARE BASED ON ALLOWABLE
STRENGTH DESIGN (ASD) METHOD (0.6D+0.6W).
1. ALLOWABLE MATERIAL STRESS INCREASES ARE NOT
PERMITTED PER IBC SECTION 1605.3.1.
2. NET UPLIFT FORCES ARE BASED ON ALLOWABLE
STRENGTH DESIGN (ASD) METHOD (0.6D+0.6W).
OFFICE
WAREHOUSE
TOTAL LOAD
L/240
L/180
DRAWN
MJM
STR
JOB NUMBER
0112218
DATE
05/20/2016
SHEET TITLE
34KSP1 TOP CHORD ASSYMETRIC PITCHED GEOMETRY & LOADING DIAGRAM
TYPICAL JOIST DESIGNATION
NOTE:
STR
CHECKED
DEPTH AT
MIDSPAN
H
36' - 0"
(TYP.)
JOIST
BEARING
SLOPE 1/4"/FT.
JOIST DEPTH (IN.)
JOIST SERIES/TYPE
20 PSF
H
135'-11 1/2"
34"
5.
12
N
4.
1
PROJECT
21' - 0"
(TYP.)
3.
TRUE
N
2.
INSTALL CORNER ANGLE "L1" WITH 4-5/8" DIA.X4 1/2"
EXPANSION ANCHORS WITH 2 3/4" MIN. EMBEDMENT,
JUST BELOW ROOF DECK AND AT MID-HEIGHT OF
PANELS. TYPICAL ALL 90° CORNERS AS SHOWN.
PERIMETER ANGLE 2 1/2"X2 1/2"X3/16" VERTICAL LEG
UP AT JOIST BEARING WALLS AND VERTICAL LEG
DOWN AT JOIST GIRDER BEARING WALLS. WELD
CORNERS AND BUTT WELD SPLICES TO MAKE
CONTINUOUS.
WALL BRACE ANGLE 2 1/2"X2 1/2"X3/16"X20'-0" TYPICAL
EACH END EACH BAY.
"x" DENOTES LOCATION OF BOTTOM CHORD
EXTENSIONS.
JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR
THE NET UPLIFT AS SHOWN IN THE DIAGRAMS ON THIS SHEET.
VERIFICATION OF EXACT BRIDGING AND BOTTOM CHORD
EXTENSION REQUIREMENTS IS THE RESPONSIBILITY OF
THE MANUFACTURER.
JOIST SEATS AT BEARING WALLS SHALL BE DESIGNED
FOR A LATERAL ROLLOVER SEISMIC FORCE (0.7E) OF
2,950 LB. OR WIND FORCE (1.0W) OF 2,750 LB. APPLIED AT THE
TOP OF THE JOIST AND TRANSFERRED TO THE
BEARING SURFACE.
BOLTED DIAGONAL BRIDGING IS REQUIRED WHERE
SHOWN BY
.
WELDED DIAGONAL BRIDGING IN ADDITION
TO HORIZONTAL BRIDGING IS REQUIRED
WHERE SHOWN BY
.
ALL JOIST SHOES ARE 2 1/2" DEEP.
ALL JOIST GIRDER SHOES ARE 7 1/2" DEEP.
ALL ELEVATIONS ARE TO JOIST BEARING UNLESS
NOTED OTHERWISE.
DO NOT WELD ACROSS EXPANSION JOINTS.
JOIST AND JOIST GIRDERS SHALL BE DESIGNED FOR DEFLECTION
LIMITS AS NOTED ON DRAWINGS.
SUPPORT 6"Ø SPRINKLER MAINS ON TRAPEZZE HANGERS.
NOTIFY ENGINEER IF LARGER SPRINKLER MAINS ARE REQUIRED.
36' - 0"
(TYP.)
1.
N
OUTSIDE FACE OF
WALL PANEL
N
H
9.
6/1/2016 12:11:54 PM
(TYP. ALONG
COL. LINE G)
8"
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
48' - 4"
S301
LIVE LOAD
L/360
L/240
NOTE: 2 1/2" BEARING SHOE
ROOF FRAMING
PLAN
SHEET NUMBER
S300
CONTROL DIMENSION, INSIDE FACE OF WALL
CONTROL DIMENSION, INSIDE FACE OF WALL
CONTINUOUS PERIMETER ANGLE
JOIST
METAL DECK
PERIMETER
ANGLE TO
JOIST
1/8
1/8
4
METAL DECK
1/8
METAL DECK
JOIST
3
PRESSURE
TREATED
2X NAILER
1/4
METAL DECK
2
METAL DECK
3
1/8
4" BEARING
1
1/8
WALL PANEL
CL 5/8" Ø HILTI KWIK
BOLT EZ ANCHOR
W/ 2 3/4" MIN. EMBEDMENT
2
1/8
1/8
TYP. U.N.O.
JOIST
JOIST GIRDER
BOLTED
DIAGONAL
BRIDGING
1/8
1
1
STABILIZER ANGLE L3
BRIDGING BRACE ANGLE L2
WALL PANEL
1"
HORIZONTAL
BRIDGING
JOIST
1/8
WALL PANEL
S6
JOIST GIRDER WALL BEARING SECTION
SCALE: 1/2" = 1'-0"
S300
SCALE: 1/2" = 1'-0"
S15
WALL PANEL
S20
WALL BRACE SECTION
S300
R
1
VERTICAL BRACE ANGLE L2
WALL PANEL
.
JOIST WALL BEARING SECTION
RGI
EEO
GISTERED
1
BRIDGING BRACE ANGLE L4
NO WELD
2
CL 5/8" Ø HILTI KWIK
BOLT EZ ANCHOR
W/ 2 3/4" MIN. EMBEDMENT
DR
3 1/2" BEARING
(3" MIN. BRG.
ON SEAT)
1
JOIST
1/8
2
A
CL 5/8" Ø HILTI KWIK
BOLT EZ ANCHOR
W/ 2 3/4" MIN. EMBEDMENT
(4" MIN. BRG.
ON SEAT)
1/8
1/8
LJB Inc.
2500 Newmark Drive
Miamisburg, OH 45342
(937) 259-5000 tel
(937) 259-5100 fax
LJBinc.com
CL 5/8" Ø HILTI KWIK
BOLT EZ ANCHOR
W/ 2 3/4" MIN. EMBEDMENT
UPLIFT
BRIDGING
JOIST
BRIDGING
JOIST GIRDER SEAT
JOIST SEAT
LATERAL WALL BRACE
L2 1/2X2 1/2X3/16X20'-0"
PRESSURE TREATED
2X NAILER
S300
SCALE: 1/2" = 1'-0"
S21
UPLIFT BRIDDING SECTION
WALL BRACE SECTION
S300
SCALE: 1/2" = 1'-0"
EN
GIN ER I
JA
MES J . GR
IN
CONTINUOUS PERIMETER ANGLE W/ 5/8" Ø
HOLES @ 2'-0" O.C. FOR 1/2" Ø HILTI KWIK BOLT TZ
EXPANSION ANCHORS W/ 3 1/4" MIN. EMBEDMENT
CONTINUOUS PERIMETER ANGLE W/ 5/8" Ø
HOLES @ 2'-0" O.C. FOR 1/2" Ø HILTI KWIK BOLT TZ
EXPANSION ANCHORS W/ 3 1/4" MIN. EMBEDMENT
PRESSURE TREATED
2X NAILER
FF
PRESSURE TREATED
2X NAILER
CONTINUOUS PERIMETER ANGLE W/ 5/8" Ø
HOLES @ 2'-0" O.C. FOR 1/2" Ø HILTI KWIK BOLT TZ
EXPANSION ANCHORS W/ 3 1/4" MIN. EMBEDMENT
PRESSURE TREATED
2X NAILER
G
CONTROL DIMENSION,
INSIDE FACE OF WALL
CONTROL DIMENSION, INSIDE FACE OF WALL
CONTINUOUS PERIMETER ANGLE W/ 5/8" Ø
HOLES @ 2'-0" O.C. FOR 1/2" Ø HILTI KWIK BOLT TZ
EXPANSION ANCHORS W/ 3 1/4" MIN. EMBEDMENT
LATERAL WALL BRACE
L2 1/2X2 1/2X3/16X20'-0"
CONTROL DIMENSION, INSIDE FACE OF WALL
S22
S300
SCALE: 1/2" = 1'-0"
© 1985-2016 LJB Inc. This drawing contains information that is
proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except for
the limited purposes set forth in the contract between LJB Inc. and
party for whom this drawing was made.
CL 2-1/2"ØA307 ERECTION BOLTS
FOR ALL K JOISTS AT COLUMN CL
CL JOIST GIRDER
1/8
JOIST
CL 2-1/2" Ø A307 ERECTION BOLTS
FOR ALL K JOISTS AT COLUMN CL
2
NOTE:
(DO NOT FASTEN)
2
METAL DECK
4"
2 1/2" MIN. BRG.
CL 2-3/4" Ø A325
BOLTS (GA. = 5")
1/8
1' - 0"
4" DECK LAP
2 1/2" MIN. BRG.
3/4" CAP
PLATE
METAL DECK
1 1/2"
1/8
CL JOIST
METAL DECK
2
4"
COMPLETE PLACING DECK ON
ONE SIDE OF EXPANSION
JOINT PRIOR TO COVERING W/
DECK FROM JOIST SIDE
705 Hembree Place, GA 300076
Tel: (678) 689-2807
Fax: (855) 398-4493
CL JOIST
METAL DECK
1 1/2"
3/4 CAP PLATE
NO WELD (TYP.)
1/8
JOIST
JOIST GIRDER
(TYP.)
STABILIZER PL 1/2X6X0'-6"
W/13/16" Ø HOLE (TYP.)
1"
1/8
(TYP.)
1"
(TYP.)
3"
JOIST GIRDER
3"
NO WELD (TYP.)
JOIST
STABILIZER
PL 3/4X6X0'-8" W/
13/16" Ø HOLE (TYP.)
CL ERECTION BOLTS
(SEE NOTE)
L2 1/2X2 1/2X3/16
(SUPPLIED BY JOIST
MANUFACTURER)
COLUMN
(TYP.)
EXTEND BAR JOIST BOTTOM
CHORD @ LOCATIONS MARKED
"X" ON FRAMING PLAN
JOIST GIRDER
COLUMN
CL COLUMN
HORIZONTAL BRIDGING
CL COLUMN & GIRDER
DIAGONAL BRIDGING
COLUMN-JOIST-JOIST GIRDER CONNECTION
S32
S300
SCALE: 1/2" = 1'-0"
S35
COLUMN-JOIST GIRDER-JOIST CONNECTION
JOIST GIRDER BOTTOM CHORD BRACE
S300
SCALE: 1/2" = 1'-0"
NOTE: PROVIDE SLOTTED HOLES IN JOIST & JOIST GIRDER SHOES @ COLUMN
S41
S300
SCALE: 1/2" = 1'-0"
EXPANSION JOINT SECTION AT BRIDGING
CAP BARBELL
S47
CLYDE
ALEXANDER
LANE
POOLER, GA
S300
SCALE: 1" = 1'-0"
NOTE:
PROVIDE 1/2" Ø A307 ERECTION BOLTS FOR ALL JOISTS
IN BAYS 40 FEET OR MORE. GIRDER DESIGN SHALL ACCOUNT
FOR BOLT HOLES ASSUMING BOLTS WILL NOT BE INSTALLED.
3/4" JOINT IN
WALL PANEL &
PERIMETER ANGLE
PERIMETER ANGLE
JOIST
FASTENER PATTERN
@ END WALL &
@ SHEET END LAPS
@ END WALL &
@ SHEET END LAPS
BETWEEN SHEET LAPS
BETWEEN SHEET LAPS
NOTIFY ENGINEER IF
30" WIDE DECK IS USED
FASTENER SPACING
@ SIDE WALLS 1' - 0" O.C.
FASTENER SPACING
@ SIDE WALLS 1' - 0" O.C.
NOTE:
NOTIFY ENGINEER IF
30" WIDE DECK IS USED
CONTINUOUS PIECE CUT
FROM DECK SHEET (SAME
GAGE AS ADJOINING DECK)
SIDE LAP CONNECTION
8 - #12 SCREWS @ EQUAL
SPACES BETWEEN JOIST
36"
FASTENER SPACING
@ SIDE WALLS 1' - 0" O.C.
SIDE LAP CONNECTION
5 - #12 SCREWS @ EQUAL
SPACES BETWEEN JOIST
SIDE LAP CONNECTION SAME
AS AT ADJOINING DECK
SEE CHART ABOVE FOR
FASTENER PATTERN
SEE CHART ABOVE FOR
FASTENER PATTERN
S48
JOIST
CONTINUOUS
PERIMETER ANGLE
WALL PANEL
S300
SCALE: 1" = 1'-0"
CONTINUOUS
PERIMETER ANGLE
CONTINUOUS
PERIMETER ANGLE
JOIST
EXPANSION JOINT SECTION AT WALL
FASTENER SPACING
@ SIDE WALLS 1' - 0" O.C.
CONTINUOUS PIECE CUT
FROM DECK SHEET (SAME
GAGE AS ADJOINING DECK)
SIDE LAP CONNECTION SAME
AS AT ADJOINING DECK
CONTINUOUS
PERIMETER ANGLE
WALL PANEL
WALL PANEL
WALL PANEL
NOTE:
SEE FRAMING PLAN FOR DECK
LAP AT EXPANSION JOINT
(DECK NOT SHOWN FOR CLARITY)
METAL ROOF DECK CONNECTION "A"
DECK FILLER DETAIL
HILTI X-EDNK22-THQ12 FASTENERS (OR APPROVED EQUAL)
(WHERE REQUIRED)
CL JOIST
METAL ROOF DECK CONNECTION "B"
HILTI X-EDNK22-THQ12 FASTENERS (OR APPROVED EQUAL)
DECK FILLER DETAIL
(WHERE REQUIRED)
METAL DECK
ROOF UNIT
CURB DIMENSION
6"
5/8
CONCENTRATED
LOAD
1/8
6" O.C.
TYP 4 SIDES
OF OPENING
ANGLE
2
CURB DIMENSION
EXTRA L1 1/2X1 1/2X7/64 WEB
MEMBER EA. SIDE OF JOIST.
X
JOIST
3/16
B
S301
JOIST TOP
CHORD
1
B
SECTION
TYP
1/8
HANGING
LOAD
K JOIST REINFORCING DETAIL
SCALE: NOT TO SCALE
1. ADDITIONAL WEB MEMBERS NOT REQUIRED FOR X < 4".
2. NO CUTTING OR DRILLING OF JOIST MEMBERS IS PERMITTED.
STR
C
DRAWN
S301
ANGLE (TYP.)
METAL DECK
PLAN VIEW
5/8
6" O.C.
RELEASED FOR
1985-2016 LJB Inc. This drawing contains information that
is proprietary to and property of LJB Inc. and shall be kept
confidential. No publication or distribution of this drawing may be
made without the express written consent of LJB Inc. except
for the limited purposes set forth in the contract between
LJB Inc. and party for whom this drawing was made.
DESIGNED
JOIST TOP
CHORD
1
DATE
c
S307
SCALE: 1 1/2" = 1'-0"
6/1/2016 PERMIT
REV
X
NOTES:
6/1/2016 12:11:56 PM
SHEET COVER WIDTH
FASTENER PATTERN
NOTE:
ROOF UNIT
C:\Users\mmanfreda.LJBINC\Desktop\Revit Projects\CAP BARBELL\0112218A.00_CAP_BARBELL CENTRAL_mmanfreda.rvt
WALL PANEL
36"
SHEET COVER WIDTH
TYP 4 SIDES
OF OPENING
MJM
CHECKED
STR
JOB NUMBER
0112218
DATE
05/20/2016
SHEET TITLE
(DECK NOT SHOWN FOR CLARITY)
TYPICAL ROOF OPENING FRAMING
ANGLE
SCALE: NOT TO SCALE
HVAC UNIT
MAU 1+2,RTU E-2
RTU W-1,RTU W-2,RTU E-1
EF
ANGLE SIZE
L3 1/2X3 1/2X1/4
L3X3X3/16
L3X3X3/16
SECTION
C
SCALE: 1 1/2" = 1'-0"
S307
ROOF FRAMING
DETAILS
SHEET NUMBER
S301