HomeMy WebLinkAboutDRAWINGS - Cornell - Carpenter Hall Renovations - STRC (2)1.CONCRETE SHALL BE AS FOLLOWS:
STRENGTH MAX AGG AIR MAX W/C
FOOTINGS 3000 PSI 1.5"NONE 0.5
INTERIOR SLABS 3500 PSI 1.5"NONE 0.5
EXTERIOR SLABS 5000 PSI 1.5"6%±1.5% 0.40
UNPROTECTED FOUNDATION WALLS 4500 PSI 3/4"6%±1.5%0.40
PIER 4500 PSI 3/4"6%±1.5%0.40
GRADE BEAMS 4000 PSI 3/4"NONE 0.45
2.ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE.
3.CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH OR BLAST FURNACE SLAG SHALL BE
USED IN COMBINATION WITH PORTLAND.
4.SEE SPECIFICATION FOR ADDITIONAL INFORMATION.
5.REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRIC
SHALL CONFORM TO ASTM A-185.
6.ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS:
-CONCRETE CAST AGAINST FORMS 2"
-CONCRETE CAST AGAINST EARTH 3"
-SLABS -1.5" MIN
7.SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS.
8.CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURING
COMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURING
COMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES.
9.EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVED
BY THE ARCHITECT OR OWNER'S REPRESENTATIVE.
10.PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES.
11.VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS AND
FOOTINGS.
12.ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BE
SLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOT
PERMITTED.
13.INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FOR
FLOOR FINISHES
14.PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ON GRADE
DETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTS WITHIN 4 HRS Of
FINAL FINISH USING THE EARLY ENTRY DRY-CUT SAW METHOD.
15.ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREA BASED JOINT FILLER.
ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS.
16 FINE AND COURSE AGGREGATE FOR CONCRETE SHALL BE FROM AN APPROVED NYSDOT SOURCE AS
LISTED ON THE NYSDOT WEBSITE WWW.DOT.NY.GOV IF THE AGGREGATE HAS THE POTENTIAL FOR
ALKALI SILICA REACTION (ASR) AS INDICATED ON THE DOT WEBSITE, THE PORTLAND CEMENT USED
IN THE MIX MUST BE LOW ALKALI (TOTAL ALKALI < 0.7%) OR THE MIX MUST INCLUDE 20% FLY ASH OR
GGBFS.
REINFORCED CONCRETE NOTES
@..................AT
ADD'L........ADDITIONAL
ADJUS.......ADJUSTMENT
ARCH.........ARCHITECTURAL
OR ARCHITECT
BCX...........BOTTOM CHORD EXTENTION
B.O............BOTTOM OF
BS.............BOTH SIDES OR
BRICK SHELF
BP.............BEARING PLATE
BRG...........BEARING
CL...............CENTER LINE
CFMF.........COLD FORMED METAL FRAMING
CJ.............CONTROL JOINT
CMA..........COLUMN MASONRY ANCHOR
CMU...........COLUMN MASONRY UNIT
COL...........COLUMN
CONT.........CONTINUOUS
CONC.........CONCRETE
DIA ............DIAMETER
DO.............DITTO -REPEAT PREVIOUS
DWG..........DRAWING
DWGS........DRAWINGS
E-W...........EAST-WEST OR EACH WAY
EA.............EACH
EC.............ELECTRICAL WORK PRIME CONTRACTOR
ELEV.........ELEVATION
EMBED.......EMBEDMENT
EOD...........EDGE OF DECK
EOJ...........END OF JOIST
EOS...........EDGE OF SLAB
EQ.............EQUAL
ES.............EACH SIDE
EXG...........EXISTING
EXP...........EXPANSION
EXT...........EXTERIOR
FD.............FLOOR DRAIN
FF..............FINISHED FLOOR
FIN FLR.....FINISHED FLOOR
FNDN.........FOUNDATION
FS.............FOOTING STEP OR FAR SIDE
FTG............FOOTING
GA.............GAGE
GALV.........GALVANIZED
GC.............GENERAL TRADES PRIME CONTRACTOR
H OR HOR... HORIZONTAL
HC.............HVAC PRIME CONTRACTOR
HP.............HIGH POINT
INFO...........INFORMATION
INT.............INTERIOR
K................KIPS
KB..............KNEE BRACE
KSI.............KIPS PER SQUARE INCH
L................ANGLE
LLBB..........LONG LEG BACK-TO-BACK
LLH............LONG LEG HORIZONTAL
LLV............LONG LEG VERTICAL
LMF............LIGHT GAGE METAL FRAMING
MAX...........MAXIMUM
MC.............MASONRY OPENING
MIN............MINIMUM
MECH.........MECHANICAL
M.O............MASONRY OPENING
N-S............NORTH-SOUTH
NS..............NEAR SIDE
NTS............NOT TO SCALE
NYSBC........NEW YORK STATE BUILDING CODE
O.C.............ON CENTER
PL OR P....PLATE
PC..............PLUMBING WORK PRIME CONTRACTOR
PROJ..........PROJECT
PSF............POUNDS PER SQUARE FOOT
PSI.............POUNDS PER SQUARE INCH
REINF.........REINFORCE
REQ'D.........REQUIRED
RD.............ROOF DRAIN
SCHED........SCHEDULE
SECT..........SECTION
SF..............SQUARE FOOT
SIM............SIMILAR
SL..............SLOPED
SLBB..........SHORT LEG BACK-TOBACK
SPEC'S.......SPECIFICATIONS
SQ.............SQUARE
STD...........STANDARD
T/..............TOP OF
TBR...........TO BE REMOVED
TFE............TOP OF FOOTING ELEVATION
T.O............TOP OF
T.O.S.........TOP OF SLAB, STEP, OR STEEL
T.O.SLAB...TOP OF SLAB
TPE...........TOP OF PIER ELEVATION
TWE...........TOP OF WALL ELEVATION
UNO............UNLESS NOTED OTHERWISE
V................VERTICAL
VERT..........VERTICAL
VIF.............VERIFY IN FIELD
W.P............WORKING POINT
WS.............WALL STEP
W/..............WITH
XB..............X-BRACE
STRUCTURAL ABBREVIATIONS
OCCUPANCY CLASSIFICATION......................EDUCATIONAL
OCCUPANCY CATEGORY............................... III
MINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015.
LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3
MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATED
ASSEMBLY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STAIRS AND EXITS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ROOF LIVE LOADS (1607.11.2):
MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ROOF SNOW LOAD (1608):
GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . . . . . . .
FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . . . . . .
SLOPED ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . .
SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . . . . . .
SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . . . . . .
THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SNOW DRIFT LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
UNBALANCED SNOW LOADS . . . . . . . . . . . . . . . . . . . . . .
WIND LOAD (1609):
BASIC DESIGN WIND SPEED. . . . . . . . . . . . . . . . . . . . . . .
WIND IMPORTANCE FACTOR Iw . . . . . . . . . . . . . . . . . . . .
BUILDING CATEGORY (ASCE 1-1) . . . . . . . . . . . . . . . . . .
WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . . . . . . . .
EXT COMP & CLADDING PRESSURE (1609.1.1 & ASCE 7-10)
BUILDING DESIGN LOADS
AREA 10 SF 100 SF 500 SF
NEGATIVE ZONE 4
NEGATIVE ZONE 5
POSITIVE ZONES 4 & 5
-35.1
-43.2
32.4
-30.4
-33.7
27.7
-27.0
-27.0
24.3
SURFACE PRESSURE (PSF)WALL
100 PSF
100 PSF 300#
20 PSF
40 PSF
34 PSF
1.0
1.0
1.1
1.1
PER ASCE 7-10
PER ASCE 7-10
115 MPH (2015 CODE BASIS)
1.0
III
B
+/-0.18
EARTHQUAKE DESIGN DATA (1613):
SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . .
OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . .
SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . .
SPECTRAL RESPONSE ACCELERATION, SI . . . . . .
SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . .
SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . .
SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . .
BASIC SEISMIC -FORCE -RESISTING SYSTEM
ORDINARY REINFORCED CONCRETE MOMENT FRAMES
DESIGN BASE SHEAR PER ASCE 7
V = .056W
SEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . .
RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . . . . . .
ANALYSIS PROCEDURE. . . . . . . . . . . . . . . . . . . . . . . . . . .
1.25
III
12.6 %g
5.6 %g
0.134
0.09
D
B
0.056
3
EQUIVALENT LATERAL FORCE (ASCE)
NOTES:
1.THE ABOVE TABLE APPLIES TO GRADE 60 DEFORMED BARS.
2.CLEAR SPACING BETWEEN BARS SHALL BE NOT LESS THAN 2 BAR DIAMETERS. IF
CLEAR BAR SPACING IS LESS THAN 2 BAR DIAMETERS, MULTIPLY THE ABOVE LAP
LENGTHS BY 1.5.
3.FOR EPOXY COATED BARS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.2 FOR CLEAR
SPACING BETWEEN BARS GREATER THAN 6 BAR DIAMETERS, OR 1.5 IF CLEAR
SPACING IS LESS THAN 6 BAR DIAMETERS.
FOR WALLS, SLABS, FOOTINGS & BEAMS
CONCRETE STRENGTH, PSI
BAR SIZE
#3
#4
#5
#6
#7
#8
#9
#10
FOR PIERS & COLUMNS
3000 3500 4000 4500 5000 ALL CONCRETE
1'-11"
2'-4"
2'-10"
4'-1"
4'-8"
5'-3"
6'-11"
1'-5"
1'-9"
2'-2"
2'-7"
3'-9"
4'-4"
4'-10"
5'-6"
1'-4"
1'-8"
2'-0"
2'-5"
3'-7"
4'-1"
4'-7"
5'-2"
1'-3"
1'-7"
1'-11"
2'-4"
3'-4"
3'-10"
4'-4"
4'-10"
1'-2"
1'-6"
1'-10"
2'-2"
3'-2"
3'-7"
4'-1"
4'-7"
1'-1"
1'-3"
1'-7"
1'-11"
2'-2"
2'-6"
2'-10"
3'-2"
1'-0"
CONCRETE REINFORCING SPLICE SCHEDULE
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND
IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO
CONSTRUCTION OR FABRICATION.
2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING
WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE
OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.
4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND
MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE
SAFETY AND PROTECTION.
5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK
WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER.
1.THE STRUCTURAL STEEL FRAME AS DESIGNED IS A NON-SELF-SUPPORTING STEEL
FRAME. COORDINATE THE ERECTION WITH THE INSTALLATION OF OTHER BUILDING
ELEMENTS REQUIRED FOR THE STRUCTURE'S STABILITY. THESE ELEMENTS INCLUDE
SLABS, METAL DECK, MASONRY WALLS, AND CONCRETE WALLS. PROVIDE AND
MAINTAIN TEMPORARY SHORING AND BRACING UNTIL THESE OTHER BUILDING
ELEMENTS ARE COMPLETELY INSTALLED AND CURED.
2.STRUCTURAL STEEL WIDE-FLANGE SECTIONS SHALL COMPLY WITH ASTM A572 OR
ASTM A992 (Fy=50 KSI).
3.STRUCTURAL STEEL TUBE SECTIONS SHALL COMPLY WITH ASTM A500, (Fy=46 KSI).
4.ALL OTHER STRUCTURAL SHAPES SHALL COMPLY WITH ASTM A 36 (Fy=36 KSI).
5.SHOP CONNECTIONS SHALL BE 3/4" DIAMETER ASTM F3125 GRADE A325 OR A490
HIGH STRENGTH BOLTED OR WELDED. (UNLESS OTHERWISED NOTED)
6.FIELD CONNECTIONS SHALL BE 3/4" DIAMETER ASTM F3125 GRADE A325 OR A490
HIGH STRENGTH BOLTED OR WELDED UNLESS OTHERWISE NOTED. FIELD BOLTED
CONNECTIONS SHALL BE SHEAR/BEARING CONNECTIONS UNLESS OTHERWISE
NOTED ON THE DRAWINGS. SHEAR BEARING CONNECTIONS SHALL BE INSTALLED TO
THE SNUG TIGHT CONDITION.
8.STEEL FLOOR AND ROOF DECK SHALL BE MANUFACTURED TO THE SPECIFICATIONS
OF THE STEEL DECK INSTITUTE. SEE THE PROJECT MANUAL FOR ADDITIONAL
REQUIREMENTS.
9.THE ANCHOR BOLT PLANS AND STRUCTURAL STEEL ERECTION DRAWINGS SHALL BE
SUBMITTED AND REVIEWED PRIOR TO SUBMITTING FABRICATION DETAIL DRAWINGS,
JOIST DRAWINGS OR DECK DRAWINGS.
10.SEE DRAWINGS AND SPECIFICATIONS FOR STEEL FINISH REQUIREMENTS.
STRUCTURAL STEEL NOTES
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 GENERAL NOTES AND SCHEDULESS0.01
Project Number: 18.007
No.Description Date
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 SCHEDULE OF SPECIALINSPECTIONSS0.02
Project Number: 18.007
No.Description Date
216 SF
Meeting
Room 01
B05B
EXTERIOR
5" SLAB ON GRADE WITH
6x6-W4xW4 WWR. T/SLAB
= -13'-6" (VIF)
5" SLAB ON GRADE WITH
6x6-W4xW4 WWR. T/SLAB
= -8'-3 1/4" (VIF)
DOWN
[-4'-0"][-6'-0"][-8'-0"][-10'-0"][-13'-0"][-16'-0"]
[-16'-0"]
6' - 6"12' - 10"8' - 2"3' - 6"3' - 6"3' - 10"TOP/FTGSTEPSTOP/FTGSTEPSTOP/FTGSTEPSTOP/FTGSTEPSFND WALL
8" CONC
FND WALL1' - 0" CONC6' - 6"FTG2' - 0" CONCT/WALL = -8"
T/WALL = +12"
4' - 6"1' - 0"4' - 9"7' - 6"FND WALL
1' - 0" CONC
FTG
2' - 0" CONC
K J H
7
VERIFY EXISTENCE OF
EXISTING FOOTING DRAIN AND
REROUTE AROUND NEW
RETAINING WALL
STEP FOOTING TO
MATCH EXISTING
FOOTING
OPENING
5' - 0"24' - 8"2"
WALL
8" FND
DOWEL FOOTING AND
FOUNDATION WALL INTO
EXISTING FOUNDATION.
MATCH REINFORCED SIZE
AND SPACING SEE DETAIL
2/S300. TYPICAL
2' - 0"T/WALL
= -13'-11"
DOWEL FOOTING AND
FOUNDATION WALL INTO
ADJACENT FOUNDATION.
MATCH REINFORCED SIZE
AND SPACING SEE DETAIL
2/S300. TYPICAL
1
S4.01
5
S4.00
2
S4.01
7
S3.00
6' - 4"
7 RISERS @ 7"
5' - 6" (6 TREADS @ 11")4' - 4"
16 RISERS @ 7"
13' - 9" (15 TREADS @ 11")
3
S1.00
5" STRUCTURAL
SLAB W/ #4 @ 12" O.C
EACH WAY
2"x3/16" GALVANIZED STEEL BAR
GRATING BY McNICHOLS OR
EQUAL W/ 1/2"x1/2" GALV. WIRE
MESH SCREENING BELOW
L2x2x1/8" GALV
PERIMETER ANGLES 4' - 0"16' - 0"16' - 0"
S1.00
4
POST
POST2' - 0"18" DIA CONCRETE
PIER T/PIER = +6"
4
S3.00
2'-0"x2'-0"x12" CONCRETE
SPREAD FOOTINGPOST POST
6"6"4"6"6"POST2' - 9 1/4"5' - 0"
SEE ENLARGED
FOUNDATION PLAN
FOR MORE INFO
[-3'-0"]
EQ EQ
EXIST COL EXIST COL EXIST COL
2% SLOPE
AREA DRAIN
SEE PLBG
DRWG
AREA DRAIN
SEE PLBG
DRWG
5
S1.00
FOUNDATION SYMBOLS KEY:
INDICATES LOCATION OF CONTRACTION JOINTS. SEE
TYPICAL SLAB DETAIL.
INDICATES FOUNDATION WALL STRIP FOOTING
INDICATES SPREAD FOOTING & CONCRETE PIER.
INDICATES TYP CONC FND WALL
INDICATES TYP SHELF IN CONCRETE
FOUNDATION WALL
PX
FX
(XXX'-XX")
(XXX'-X")
INDICATES PIER TYPE.
INDICATES TOP OF PIER ELEVATION.
INDICATES SPREAD FOOTING TYPE.
INDICATES TOP OF SPREAD FOOTING ELELVATION.
[+/-0'-0"]
INDICATES TOP/FTG ELEVATION FROM DATUM.[-3'-0"][-4'-0"]TOP/FTG ELEVATOIN (HIGH SIDE)
TOP/FTG ELEVATION (LOW SIDE)
INDICATES ELEVATION ELEVATION
SCCJ
INDICATES GRADE ELEVATIONXXXX.XX'
408 SF
Mech
Workshop
B05H
EQ
7' - 0"
EQ
AHU-1
WT = 2500 LBS.W6X25W6X25L6X6X1/2L6X6X1/2L6X6X1/2
L6X6X1/22" NOM. DIAMETER STEEL
PIPE. 40 GA. TYPICAL 4
LOCATIONS.21' - 9"(+8'-6")(+8'-6")6
G.3
G.5
EQEQEQEQFACE OFCFMF STUDSPOSTFACE OF CFMF STUDS FACE OF CFMF STUDS FACE OF
CFMF STUDS FACE OF CFMF STUDS EQEQEQEQPOST6
S4.01
TYP4' - 2 11/16"5' - 1"FACE OF
CFMF STUDS
7
SEE PLAN
CVR2"5" STRUCTURAL SLAB W/
#4 @ 12" O.C. EACH WAY
BAR GRATING SEE PLAN
L2x2x1/8" GALV PERIMETER
ANGLES ANCHORED TO
CONC. WITH 1/2" Ø x 4" LONG
SHEARSTUD ANCHORS ON 4
SIDES (2 EA. SIDE)
T/EXIST FIRST FLOOR
SLAB ELEV = 0'-0"
WALL REINFORCING
SEE 7/S3.00
SEE PLAN
FND WALL
K
7
FND WALL
1' - 0" CONC
FTG
2' - 0" CONC
FND WALL1' - 0" CONC6' - 6"FTG2' - 0" CONC[-7'-6"]
T/WALL = +12"
T/WALL = +12"
EXISTING EXTERIOR WALL
5" SLAB ON GRADE WITH
6x6-W4xW4 WWR. T/SLAB
= -4'-6" (VIF) BELOW
AREA DRAIN,
SEE PLBG DRWG
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND
IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO
CONSTRUCTION OR FABRICATION.
2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING
WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE
OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.
4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND
MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE
SAFETY AND PROTECTION.
5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK
WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER.
#4 x 2'-0" REBAR DOWELS @ 2'
0.C. EPOXY ANCHOR INTO EXG
FND. WALL -6" EMBEDMENT.
TYP STAIR TREAD
FFE SEE PLAN
EXG FND WALL
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 FOUNDATION PLANS1.00
Project Number: 18.007
3/8" = 1'-0"1 PARTIAL FOUNDATION PLAN
3/8" = 1'-0"2 AHU EQUIPMENT SUPPORT PLATFORM
1" = 1'-0"3 FOUNDATION SECTION AT AREAWAY
3/8" = 1'-0"4 ENLARGED PARTIAL FOUNDATION PLAN AT AREAWAY
NOTES
1. DATUM ELEVATION IS AT TOP OF BASEMENT SLAB ELEVATION.
2. ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.
NOTES
1. DATUM ELEVATION IS AT TOP OF FIRST FLOOR ELEVATION = 0'-0".
2. ELEVATION NOTED ARE WITH RESPECT TO DATUM ELEVATION.
3. SEE S3.00 FOR TYPICAL SLAB ON GRADE DETAILS.
NOTES
1. DATUM ELEVATION IS AT TOP OF FIRST FLOOR ELEVATION = 0'-0".
2. ELEVATION NOTED ARE WITH RESPECT TO DATUM ELEVATION.
3. SEE S3.00 FOR TYPICAL SLAB ON GRADE DETAILS.
No.Description Date
3/4" = 1'-0"5 STAIR DOWEL TO EXG DETAIL
UP
1
S4.00
L4X4X7/16L4X4X7/16
L2X2X1/4L2x2x1/4L2x2x1/4L2x2x1/4L2x2x1/4L2x2x1/43" DIA SCHED 40 PIPE
(TYPICAL 4 LOCN'S)
3" DIA SCHED 40 PIPE.
HD GALV. (TYPICAL 4
LOCATIONS)
C12x25
1" x 3/16" GALV STEEL BAR
GRATING TREADS.
21 TREADS AT = 19' - 3"
K J
4' - 10 15/16"L2x2x1/410' - 1 1/2"EQEQEQEQC12x25C12x25
C12x251" x 3/16" GALV STEEL BAR
GRATING. TO BE ADA
COMPLIANT. BASIS OF DESIGN
IS GCM SERIES PRESS-LOCKED
BAR GRATING BY McNICHOLS
7' - 1 3/4"
2
S4.00
3
S4.00
4
S4.00
POSTPOSTPOST3"4' - 2 3/4"5' - 3"POST POST
4 3/4"
4 3/4"4 3/4"3
S4.01
16' - 0" (VIF)
5' - 0"1' - 6"
L4x4x7/16"(-1")(+4")L4x4x7/16"(-1")
L4X4X7/16
(-1")
(-1")
C12x25
(+4")(+4")K J
7
DEMO EXISTING CONCRETE LANDING
DEMO EXISTING STAIR RAILINGS
DEMO (4) STEEL POSTS AND ASSOCIATED FOOTINGS
DEMO EXISTING STEEL STAIR STRINGERS
DEMO EXISTING STEEL PAN CONCRETE STAIRS
S1.01
3 4' - 0" ±6' - 4" ± (VIF)18' - 0" ± (VIF)
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND
IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO
CONSTRUCTION OR FABRICATION.
2.SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING
WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE
OCCASIONED BY FAILURE TO EXACTLY LOCATED AND PRESERVE EXISTING UTILITIES.
4.PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND
MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE
SAFETY AND PROTECTION.
5.CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK
WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER.
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 SECOND FLOOR FRAMING PLANS1.01
Project Number: 18.007
1/2" = 1'-0"1 EXTERIOR STAIR FRAMING PLAN
1/2" = 1'-0"2 EXISTING STAIR DEMOLITION PLAN
1" = 1'-0"3 EXISTING EXTERIOR STAIR
NOTE
1. DATUM ELEVATION IS AT TOP OF SECOND FLOOR LANDING ELEVATION +12'-4"
2. ALL ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.
3. ALL EXTERIOR STEEL HOT DIP GALVANIZED.
No.Description Date
REINF W/ 6x6-W4xW4 WWF UNO. SUPPORT
MESH ON WIRE BASKETS OR CONCRETE
BRICK. SUPPORT MESH AND PULL-UP
DURING PLACEMENT SO THAT MESH IS
LOCATED BETWEEN 1" AND 2 1/2" FROM TOP
OF SLAB.
UNDISTURBED EARTH OR COMPACTED SELECT
STRUCTURAL FILL AS REQD TO BRING TO PROPER GRADE
SEE SPEC FOR CURING AND FINISH REQUIREMENT SEE PLANDMIN6"COMPACTED SLAB SUBBASE
5"1' - 7"
EXG FND WALL
NEW FND WALL
CONTINUOUS WATERSTOP AT
JOINT
#5 REINFORCING ROD
ANCHORED W/ EPOXY
ADHESIVE @ 12" OC AT WALL
CENTER
#4 x 2'-0" REBAR DOWELS @
2' 0.C. EPOXY ANCHOR IN
EXG SLAB -6" EMBEDMENT.
EXISTING SLAB
ON GRADE
TYP FLR SLAB SEE DETAIL
FFE SEE PLAN
EXG FND WALL
DEMO EXISTING WALL
FOR NEW OPENING
SEE PLANSCHEDDEPTHSEE FTGPLAN
SEE
PLAN
FTG SIZE - SEE FND
SEE PIER PLAN
MATCH VERT REINF
(3) #4 EACH WAY
BOTTOM MATT.COVER3"EXTEND DWLS
DOWN TO FTG
REINF AS SHOWN SCHEDULESEE LAP/EMBED1' - 0"
2" COVER
SEE BASE PLATE
DETAIL 6/S3.00
SEE PLAN
SEE PIER PLAN DETAIL
SEE PLAN FOR PIER SIZE
T/PIER
8
S3.00
SEE PLAN
T/FOOTING
ALL STEEL HOT DIP GALVANIZED
1" CHAMFER
12"
STAIR STRINGER
SEE ARCH
3/4" DIAMETER
EXPANSION ANCHOR.
EMBED 4" MIN
THICKEN SLAB TO 12"
FOR FULL WIDTH OF
STAIR BASE
REINF W/ 6x6-W4xW4 WWF
STAIR PIPE
COLUMN
8"x8"x3/4" BASE PLATE
1/4" LEVELING PLATE.
3/4" NON-SHRINK
GROUT -MINIMUM
(4) 3/4"Ø x 8" POST INSTALLED
ANCHOR BOLTS (HILTI KWICK-
BOLT 3 HDG OR EQUAL)
TYP
1 1/2"
EQ EQ
10"7"TYP1 1/2"EQEQCOL
COLPOST
EMBEDMENT4" MINALL EXTERIOR STEEL
HOT DIP GALVANIZED
1" CHAMFER
#4@18" O.C VERT
UNDISTURBED COMPACTED
SUBGRADE
(2) #5 CONT.
REINFORCED EXTERIOR
SLAB ON GRADE OR
CONCRETE STAIR.
6"
RAILING POST SLEEVES CAST INTO
TOP OF RETAINING WALL.
T/WALL SEE
TOP OF FTG
2' - 0"4"2' - 0"SEE PLAN 3' - 0"2' - 0"#4@18" OC HOOK REST
ON BOTTOM MATT
#6 @ 8" OC HORIZ.
#4 @ 18" OC VERT.
FOUNDATION
PLAN
NEW STEEL RAILING.
#4@18" O.C HORIZ
8"
#8@ 8" OC HOOK REST
ON BOTTOM MATT
2' - 0"
1' - 0"
NON-WOVEN
GEOTEXTILE FILTER
FABRIC (TENCATE
MIRAFI 140N OR EQUIV.)
4" DIA ASTM D2129
PERFORATED PVC
DRAIN PIPE (PLACE
HOLES DOWN)
DRAINAGE PANEL ALONG
FACE OF RETAINING WALL
ADJACENT TO AREAWAY.
WATERPROOFING
MEMBRANE
EQ EQ
TYP3" CVR#4 BENT DOWELS AT 12" O.C.
2'
2'
COVER
2"
WATERSTOP
WALL
1' - 0"FINISHED
GRADE
(3) #3 CIRCULAR TIES AT
EACH GUARD POST
T/SLAB @
BASEMENT
ALL STEEL HOT DIP GALVANIZED
TYP
2" CVR
#3 CIRCULAR TIES @ 12" O.C.
(5) #5 VERT. REINFORCING
SEE PLAN
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 FOUNDATION DETAILSS3.00
Project Number: 18.007
1 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE DETAIL
3/4" = 1'-0"2 TYP FNDN WALL DOWEL TO EXG DET
3/4" = 1'-0"3 SLAB EDGE @ EXISTING DETAIL
1/2" = 1'-0"4 TYP PIER/ FTG DETAIL
1 1/2" = 1'-0"5 STRINGER CONNECTION AT SLAB
1 1/2" = 1'-0"6 COLUMN BASE PLATE
3/4" = 1'-0"7 RETAINING WALL DETAIL
1 1/2" = 1'-0"8 PIER PLAN DETAIL
No.Description Date
FIRST FLOOR
0' - 0"
SECOND FLOOR
LANDING
12' - 4"
K J
19' - 3 1/2"12' - 4"3' - 6"2' - 10"4"1 1/2" DIAMETER SCHED. 40
HORIZONTAL RAILS
1 1/2" DIAMETER SCHED. 40 POSTS
6' - 9 1/2"
1 1/2" DIAMETER SCHED. 40
HANDRAIL.
4
S4.01
SIML2x2x1/4" AT LANDING
PERIMETER L4x4 STAIR
HEADER
1'-0" HANDRAIL
EXTENSION
6' - 5 3/16"6' - 5 3/16"6' - 5 3/16"
S3.00
5
1" BAR GRATING TREADS
TYP
11"
TYP
1"TYP6 3/4"1 /4" STEEL PLATE
RISER. TYPICAL
1" STEEL BAR
GRATING LANDING
3' - 6"2' - 10"FIRST FLOOR
0' - 0"
SECOND FLOOR
LANDING
12' - 4"
19' - 3"6' - 11 1/2"
4
S4.01
SIM
1'-0" HANDRAIL
EXTENSION
1 1/2" DIAMETER SCHED. 40
HORIZONTAL RAILS
1 1/2" DIAMETER SCHED. 40 POSTS
1 1/2" DIAMETER SCHED. 40
HANDRAIL.
L2x2x1/4" AT LANDING
PERIMETERL4x4 STAIR
HEADER
1" BAR GRATING TREADS
1 /4" STEEL PLATE
RISER. TYPICAL
1" STEEL BAR
GRATING LANDING
TYP
1"
TYP
11"TYP6 3/4"C12 CHANNEL
LANDING SUPPORT POST
6' - 5"6' - 5"6' - 5"
S3.00
5
2
7
/
8
"3' - 6"2' - 10"SECOND FLOOR
LANDING
12' - 4"
1
S4.00
10' - 1 13/16"9"CAP HANDRAIL END
AND TERMINATE
WITHIN 1/2" OF WALL
POST AND LANDING EDGE
1/2" GAP AT GUARD
4
S4.01
SIM
1" STEEL BAR
GRATING LANDING
LANDING SUPPORT POST
L4x4 LANDING
SUPPORT ANGLE
L2x2 LANDING SUPPORT
PERIMETER ANGLES
4' - 11 5/8"4' - 11 5/8"3' - 6"2' - 10"SECOND FLOOR
LANDING
12' - 4"
5' - 8 1/4"3' - 6"4
S4.01
SIM
CAP HANDRAIL END AND TERMINATE
POST AND LANDING EDGE
1/2" MAX GAP AT GUARD
1" STEEL BAR
GRATING LANDING
LANDING SUPPORT POST
L4x4 LANDING
SUPPORT ANGLE
L2x2 LANDING SUPPORT
PERIMETER ANGLES 2' - 10"1' - 0"
FIRST FLOOR
0' - 0"
77
2' - 1 1/4"1' - 0"3' - 2 3/4"3' - 6"EXTERIOR STAIR
COLUMN
1 1/2" OD STEEL PIPE
RAIL
1 1/2" OD STEEL PIPE
1 1/2" OD STEEL PIPE
RAILS AT 6" O.C.
1 1/2" OD STEEL PIPE
BOTTOM RAIL
BASE PLATE ASSEMBLY.
SEE FOUNDATION
DETAILS.
GUARD POST GROUTED
INTO POST SLEEVES
CAST INTO CONCRETE
WALL. SEE RETAINING
WALL SECTION.
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 STAIR SECTIONS 1S4.00
Project Number: 18.007
1/2" = 1'-0"1 Section 4
1/2" = 1'-0"2 Section 12
1/2" = 1'-0"3 Section 6
1/2" = 1'-0"4 Section 7
1/2" = 1'-0"5 Section 10
No.Description Date
FIRST FLOOR
0' - 0"
J H
6"3' - 6"6' - 0 13/16"6' - 0 13/16"6' - 0 13/16"5' - 11 1/16"3 1/2"
REMOVABLE GUARD
5' - 11 1/16"6"
1 1/2" DIAMETER SCHED. 40
HORIZONTAL RAILS AT 5" O.C.
1 1/2" DIAMETER SCHED. 40 POSTS
EXTERIOR STAIR
COLUMN
BASE PLATE ASSEMBLY.
SEE FOUNDATION
DETAILS.
CAST IN SLEEVES ALLOW
FOR FUTURE TEMPORARY
RAILING REMOVAL
GUARD POST GROUTED INTO
POST SLEEVES CAST INTO
CONCRETE WALL. SEE
RETAINING WALL SECTION.
FIRST FLOOR
0' - 0"
T/BASEMENT SLAB
-13' - 0"
J H
2'-0"x2'-0" #4 BENT
DOWELS @ 1'-0"
O.C.
#3 NOSE BARS AT
EACH TREAD
#4 @ 12 O.C E.W.
#3 NOSE BARS AT
EACH TREAD
5" REINFORCED
SLAB ON GRADE
5" REINFORCED
SLAB ON GRADE #4 @ 12 O.C E.W.
1 1/2" DIAMETER
HANDRAIL AT BOTH
SIDES OF STAIR
8"8"2'-0"x2'-0" #4 BENT
DOWELS @ 1'-0"
O.C.
2'-0"x2'-0" #4 BENT
DOWELS @ 1'-0"
O.C.
#4 @ 12 O.C E.W.
#4 @ 12 O.C E.W.
SEE PLAN 1' - 0"1' - 0"SEE PLAN
BOT - STAIR
-13' - 5"
8
"
3
"
TYP
TYP
11"
TYP
3/4"TYP7"5
S4.01
TYP EA. SIDE
OF STAIR
EXTENSION
1' - 0" HANDRAIL
FLOOR DRAIN
SEE MECH DRWG 2' - 10"EXTERIOR DOOR
GAP
1/2" MAX
STEEL BAR GRATING
SEE PLAN
SEE PLAN
T/LANDING
LANDING EDGE
ANGLE
FFE
2nd FLR
5 7/16"5 7/16"5 7/16"5 7/16"5 7/16"5 7/16"5 7/16"3' - 6"2 7/8"2' - 7 1/8"1 1/2"4"1 1/2" DIA SCHED 40 HANDRAIL
1 1/2" DIA SCHED 40
HORIZONTAL RAILS
1 1/2" DIA SCHED 40
VERTICAL POSTS
3/4" DIA ROUND STEEL
BAR @ 3'-6" O.C. MAX
1" STEEL BAR
GRATING
3/16"
T/LANDING OR TREAD
SEE PLAN
1/4"
1 1/2"4"EXISTING
CONCRETE WALL
1 1/2" NOMINAL SCHED 40
PIPE CONTINUOUS
HANDRAIL WELD AND
GRIND SMOOTH
1/4" THICK 3" DIA. ROUND
STEEL PLATE @ 3'-6" O.C.
MAX WITH COUNTERSUNK
SELF TAPPING METAL
SCREWS
NOSING2'-10" ABOVE3/4" ROUND STEEL BAR
@ 3'-6" O.C. MAX
ALL STEEL
HOT DIP
GALVANIZED
TOP/ STAIR TREAD
SEE PLAN
1/2" NON-SHRINK GROUT
1/2"x3"x9" BASE PLATE
W/(2) 1/2"Ø x EXPANSION
ANCHOR SPACE 6" APART. 4"
EMBED
POST, BASE PLATE AND ANCHORS
2"1 1/2"1"2"1"T/STEEL
SEE PLAN
STEEL WIDE
FLANGE BEAM
(2) 3/4" ASTM A3125
GRADE A325 HIGH
STRENGTH BOLTS
2" NOM. POST SEE PLAN
EXISTING 5" SLAB ON GRADE (VIF)
T/EXIST SLAB
VIF
3/16 4"
Sheet Number
45 LEWIS STREET
BINGHAMTON, NY 13901
607.217.7013
www.L2studioarch.com
Owner:Project Address:Professional Seal:
Revisions
NOTICE:It is a violation of the law for any person,
unless acting under the direction of a licensed architect,
to alter this Drawing in any way. If alterations are made
to this Drawing, when bearing the seal of an architect,
the altering party shall affix their own professional seal
to his/her revisions, and add the notation "altered by"
followed by his/her signature and the date of such
alteration, and a specific written description of the
alteration(s) made.
FINAL BID SETSheet TitleConsultant:Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Carpenter Hall B05 Systems Engineering Lab CodeComplianceCornell University313 Campus RdIthaca, NY 14850Date: 3/5/2019 STAIR SECTIONS 2S4.01
Project Number: 18.007
1/2" = 1'-0"1 RETAINING WALL RAILING ELEVATION
1/2" = 1'-0"2 CONCRETE STAIR ELEVATION
1" = 1'-0"3 LANDING EDGE AT ENTRY DETAIL
1" = 1'-0"4 STAIR RAILING DETAIL
3" = 1'-0"5 TYPICAL HANDRAIL BRACKET DETAIL
1 1/2" = 1'-0"6 TYPICAL INTERIOR FRAME CONNECTION DETAIL
No.Description Date