06 - STRUCTURAL - CT.GOV-Connecticut's Official State …€¦ · · 2015-08-19masonry...
Transcript of 06 - STRUCTURAL - CT.GOV-Connecticut's Official State …€¦ · · 2015-08-19masonry...
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.
NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE
THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS
TRANSPORTATION PRINCIPAL ENGINEER
06 - STRUCTURAL
SLAB PLAN-1 5S-00
ROOF FRAMING PLAN-1 7S-00
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RPL
POMFRET
ROOF FRAMING PLAN-2 8S-00
FOUNDATION DETAILS-2 10S-0
FOUNDATION PLAN-2 4S-00
SLAB PLAN-2 6S-00
FOUNDATION DETAILS-1 9S-00
FOUNDATION DETAILS-3 11S-0
INDEX OF DRAWINGS 1S-00
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
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INDEX OF DRAWINGS
STEEL DETAILS-1 14S-0
STEEL DETAILS-2 15S-0
MASONRY DETAILS-1 16S-0
POMFRET
MAINTENANCE FACILITY
FRAME ELEVATIONS-2 13S-0
FRAME ELEVATIONS-1 12S-0
FOUNDATION PLAN-1 3S-00
MISC. TYPICAL CONCRETE DETAILS 19S-0
MASONRY DETAILS-3 18S-0
MASONRY DETAILS-2 COLUMN SCHEDULE 17S-0
GENERAL NOTES AND ABREVEATION 2S-00
06.01
CODES AND REFERENCES
DESIGN LOADS
STEEL
ABBREVIATIONS
CONCRETE
MASONRY
i. SEISMIC DESIGN CATEGORY C.
DEFLECTION AMPLIFICATION FACTOR, Cd = 2•
h. ANALYSIS PROCEDURE UTILIZED - EQUIVALENT
g. RESPONSE MODIFICATION FACTOR, R = 3
STEEL BRACED FRAME REINFORCED CMU SHEAR WALLS
LATERAL FORCE PROCEDURE
e. SITE CLASSIFICATION - C f. LATERAL LOAD-RESISTING SYSTEMS:
c. SEISMIC IMPORTANCE FACTOR, Ie = 1.5 b. PEAK ACCELERATION, Aa = 0.15 a. PEAK VELOCITY-RELATED ACCELERATION, Av = 0.11 3. SEISMIC LOAD
c. EXPOSURE C b. WIND IMPORTANCE FACTOR, Iw = 1.15 a. BASIC WIND SPEED, 100 MPH. 2. WIND LOAD
c. EXPOSURE FACTOR, Ce = 1.0 d. SNOW IMPORTANCE FACTOR, Is = 1.2
b. FLAT-ROOF SNOW LOAD, Pf = 34 PSF. a. GROUND SNOW LOAD, Pg = 40 PSF. 1. ROOF SNOW LOAD
SDs = 0.2104, SD1 = 0.094
j. SEISMIC LOAD FACTORS, Ss = 0.263 S1 = 0.083
TO PREVENT INFILTRATION OF WATER.
14. UNFINISHED WALLS AT THE END OF A WORKDAY SHALL BE COVERED
UNLESS OTHERWISE SHOWN.
13. MASONRY REINFORCEMENT SPLICES SHALL CONFORM TO ACI 530,
SEALANT SHALL BE USED.
ANCHORS, COMPRESSIBLE JOINT FILLER MATERIAL AND JOINT
12. WHERE MASONRY IS ADJACENT TO STRUCTURAL STEEL, FLEXIBLE
GENERAL NOTES
METAL DECKING
STEEL JOIST
WWR
W/
UOS
UON
TYP
T.W.E.
TS
T.O.S.
T.O.P.
TOKW
TOJ
TOG
T.O.B.
TOCh
TOC
T & B
STRUCT
SQ
SP
SIM
SECT
R.O.
REQ
REINF
PL
OH
O.C.
NTS
M.O.
MIN
MFR
MET
MATL
MAINT
LP
JT
HT
HP
GRT
FT
FFE
FV
FH
EW
EJ
EQ
EL
EA
DL
DIA; ~
DET
CONT
CONC BLK
CONC
COL
CLR
CJ
{
B.O.S.
B.F.E.
BRG
WELDED WIRE REINFORCEMENT
WITH
UNLESS OTHERWISE SHOWN
UNLESS OTHERWISE NOTED
TYPICAL
TOP OF WALL ELEVATION
STRUCTURAL STEEL TUBING
TOP OF STEEL
TOP OF PIER
TOP OF KNEEWALL
TOP OF JOIST
TOP OF GRATE
TOP OF BEAM
TOP OF CHANNEL
TOP OF CONCRETE
TOP AND BOTTOM
STRUCTURAL
SQUARE
SPECIAL
SIMILAR
SECTION
ROUGH OPENING
REQUIRED
REINFORCED
PLATE
OVERHEAD
ON CENTER
NOT TO SCALE
MASONRY OPENING
MINIMUM
MANUFACTURER
METAL
MATERIAL
MAINTENANCE
LOW POINT
JOINT
HEIGHT
HIGH POINT
GIRT
FOOT
FINISH FLOOR ELEVATION
FLIPPED VERTICALLY
FLIPPED HORIZONTALLY
EACH WAY
EXPANSION (ISOLATION) JOINT
EQUAL
ELEVATION
EACH
DOUBLE ANGLE
DIAMETER
DETAIL
CONTINUOUS
CONCRETE BLOCK
CONCRETE
COLUMN
CLEAR
CONTROL (CONTRACTION) JOINT
CENTER LINE
BOTTOM OF STEEL
BOTTOM OF FOOTING ELEVATION
BEARING
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DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S002.dgnPlotted Date:
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ABREVEATION
GENERAL NOTES AND
POMFRETDCS
RPL
AND THE CONTRACT DOCUMENTS.
BUILDING CODE WITH 2005 SUPPLEMENT AND 2009 AMENDMENT
1. ALL WORK SHALL CONFORM TO THE STATE OF CONNECTICUT
POMFRET
MAINTENANCE FACILITY
d. SEISMIC USE GROUP III
ENTIRE DECK CONSTRUCTION.
ADEQUATE, PUDDLE WELD WASHERS MUST BE USED IN THE
EXCESSIVE BLOWOUT OF THE MATERIAL. IF FOUND TO BE NOT
DECK IS ADEQUATE TO SUSTAIN PUDDLE WELDING WITHOUT
PERFORMED TO DETERMINE IF THE THICKNESS OF THE METAL
6. PRIOR TO CONSTRUCTION OF METAL DECK, TESTS MUST BE
REQUIRMENTS OF AWS D1.3.
5. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
-SIDELAP FASTENERS: 3-#10 TEK SCREWS
-SUPPORT FASTENERS: †" PUDDLE WELDS,
WITH MINIMUM YIELD STRENGTH OF 33 KSI.
4. ROOF DECK SHALL BE 1•" WIDE RIB, 18 GAUGE STEEL TYPE B,
SPECIFICATIONS.
SPECIFICATION SECTION 053100 OF THE CONTRACT
3. METAL DECKING SHALL BE ATTACHED AS SPECIFIED IN
BE GALVANIZED PER ASTM A525, COATING DESIGNATION G90.
2. ALL STEEL DECK SHALL COMPLY WITH ASTM A446, AND SHALL
OUTLINED WITHIN THE CONTRACT SPECIFICATIONS.
BE INSTALLED ACCORDING TO THE PROVISIONS AS
FLOOR DECK WITH ELECTRICAL DISTRIBUTION," AND SHALL
DECKS, FORM DECKS, ROOF DECKS AND CELLULAR METAL
ACCORDING TO THE SDI "SPECIFICATIONS FOR COMPOSITE
1. ALL STEEL DECK SHALL BE MANUFACTURED AND INSTALLED
PLANS AND AS CALLED FOR IN THE CONTRACT SPECIFICATIONS.
11. PROVIDE CONTROL JOINTS IN MASONRY AS SHOWN IN THE ARCH.'S
10. ALL VISIBLE JOINTS SHALL BE SEALED. PROVIDE BACKER ROD.
OR BE HOOKED IF APPROVED BY THE DESIGNER.
CONTROL JOINTS. REBAR SHALL EXTEND 2 FEET BEYOND OPENING,
MASONRY, OR CELLS ADJACENT TO STRUCTURAL STEEL OR
9. PROVIDE ONE (1) #5 REBAR EACH SIDE OF ALL OPENINGS WITHIN
NOTED.
ELECTRICAL OR MECHANICAL PENETRATIONS, UNLESS OTHERWISE
SHOWN ON THE STRUCTURAL PLANS OR AS REQUIRED DUE TO
8. LINTELS SHALL BE PROVIDED AT ALL MASONRY OPENINGS AS
TOP OF ALL MASONRY WALLS, UNLESS OTHERWISE NOTED.
7. BOND BEAMS WITH TWO (2) #5 BARS SHALL BE PROVIDED AT THE
CONSTRUCTION TO RESIST ALL DESIGN WIND LOADING.
ALL MASONRY WALLS SHALL BE APPROPRIATELY SHORED DURING
OF THE DECK AND JOIST, UNLESS OTHERWISE NOTED.
ATTACHMENT SHALL ALLOW VERTICAL MOVEMENT (DEFLECTION)
STEEL OR ROOF DECKING, UNLESS OTHERWISE NOTED. THE
STRUCTURAL DRAWINGS USING ANGLES ATTACHED TO STRUCTURAL
LATERALLY SUPPORTED AT THE TOP AS SPECIFIED ON THE
6. MASONRY WALLS WITH A HEIGHT GREATER THAN 12 FT. SHALL BE
BE TYPE N, CONFORMING TO ASTM C270.
MORTAR BED. FOR EXTERIOR BRICK VENEER MORTAR SHALL
THE FIRST COURSE OF BLOCK SHALL BE PLACED USING A FULL
TO ASTM C270, AS SPECIFIED, ULESS NOTED OTHERWISE.
5. MORTAR FOR CONCRETE BLOCK SHALL BE TYPE S, CONFORMING
COMPRESSIVE STRENGTH OF 3,000 PSI.
GROUT IS TO CONFORM TO ASTM C476 AND HAVE A MINIMUM
4. ALL REINFORCED CELLS SHALL BE CONTINUOUSLY GROUTED.
COMPRESSIVE STRENGTH (fm) OF 1,900 PSI.
3. CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM 28-DAY
FOR HOLLOW BLOKS AND ASTM C145 FOR SOLID BLOCKS.
BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90
2. CONCRETE BLOCK UNITS SHALL BE TYPE I, LIGHTWEIGHT, LOAD
STRUCTURES".
WITH ACI 530, "BUILDING CODE REQUIREMENTS FOR MASONRY
1. MASONRY DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE
BY THE CONTRACTOR
DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED
THE RESPONSIBILITIES OF THE CONTRACTOR AND SHALL BE
SAFETY PRECAUTIONARY MEASURES DURING CONSTRUCTION ARE
5. TEMPORARY BRACING, SHEETING, SHORING AND OTHER SIMILAR
CONSTRUCTION.
INTEGRITY OF THE STRUCTURE AT ALL STAGES OF
NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE
IS RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE
THE RESPONSIBILITIES OF THE CONTRACTOR. THE CONTRACTOR
4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE
CONSTRUCTION.
ELECTRICAL FIXTURES SHALL BE VERIFIED PRIOR TO
3. SIZES AND LOCATIONS OF EMBEDDED MECHANICAL AND
EQUIPMENT MANUFACTURER PRIOR TO CONSTRUCTION.
LOCATION OF EQUIPMENT SHALL BE VERIFIED WITH THE
2. DIMENSIONS AND DETAILS RELATED TO THE SIZE AND
APPURTENANT FRAMING OR SUPPORT SYSTEM.
ROOF AND WALLS ARE PROVIDED WITH THE REQUIRED
MANUFACTURERS TO ENSURE THAT OPENINGS IN THE
OTHER DISCIPLINE DRAWINGS AND WITH EQUIPMENT
1. THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH
RESPONSIBILITY OF THE CONTRACTOR.
7. THE IMPLEMENTATION OF JOB SAFETY SHALL BE THE
THE CONTRACTOR'S CONSTRUCTION OPERATIONS.
DAMAGE TO THE STRUCTURES AND APPURTENANCES DUE TO
6. THE CONTRACTOR SHALL REPAIR, AT ITS OWN EXPENSE, ANY
APPLICABLE.
FOR THE PURPOSE OF SPECIAL JOIST MANUFACTURE, WHERE
EQUIPMENTS (UNIT HEATERS, ETC.) AND POINTS OF SUPPORTS
7. THE JOIST MANUFACTURER SHALL VERIFY THE WEIGHTS OF
OF NET UPLIFT FORCE.
6. JOISTS SHALL BE DESIGNED FOR 15 LBS. PER SQUARE FOOT
SHOWN ON THE STRUCTURAL PLANS.
5. ALL JOISTS SHALL BE ANCHORED DOWN AT BEARING POINTS AS
THE PLANS OR AS REQUIRED FOR COMPLETE INSTALLATION.
4. ALL JOIST EXTENSIONS SHALL BE PROVIDED AS INDICATED ON
IMPOSE LOADS EXCEEDING 200 POUNDS.
LOCATED AT THE PANEL POINTS (NODES) AND SHALL NOT
3. MISCELLANEOUS SUPPORTS ATTACHED TO JOISTS SHALL BE
ATTAINED FULL DEAD LOAD DEFLECTION.
AFTER THE ROOF SYSTEM HAS BEEN INSTALLED AND
BEAM, COLUMN OR WALL, THE ATTACHMENT SHALL BE MADE
2. WHERE THE BOTTOM OF A JOIST IS TO BE ATTACHED TO A
MUST BE AWS-CERTIFIED.
CONSTRUCTION, UNLESS OTHERWISE NOTED. WELDERS
THE SJI STANDARD SPECIFICATIONS FOR STEEL JOIST
1. STEEL JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH
SUBMITTED TO THE ENGINEER FOR APPROVAL.
16. CONCRETE MIX DESIGN WITH ADMIXTURES SHALL BE
SLAB ON GRADE - 2"
FOUNDATION WALLS AND PIERS - 2"
FOOTINGS - 3"
15. REINFORCING CLEAR COVER, UNLESS OTHERWISE NOTED:
MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI.
14. NON-SHRINK GROUT UNDER BASE PLATES SHALL HAVE A
CHAMFER, UNLESS OTHERWISE NOTED.
13. EXPOSED CORNERS OF CONCRETE SHALL HAVE A ƒ" X ƒ"
AS SHOWN ON THE STRUCTURAL PLANS.
REINFORCED CONCRETE WALLS AND SLABS SHALL BE PROVIDED
12. ADDITIONAL REINFORCEMENT AT PENETRATIONS THROUGH
CLASS 'B' SPLICES, UNLESS OTHERWISE NOTED.
ALL CONCRETE REINFORCEMENT SPLICES SHALL BE ACI 318
11. REINFORCEMENT DETAILS SHALL CONFORM TO ACI 318.
ASTM A185.
10. WELDED WIRE REINFORCEMENT SHALL CONFORM TO
WORK.
ELECTRICAL DRAWINGS FOR MISCELLANEOUS CONCRETE
9. COORDINATE PLANS WITH THE CIVIL, MECHANICAL AND
CONFORMING TO ASTM A615, GRADE 60.
8. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL
COMPRESSIVE STRENGTH OF 4,000 PSI.
SECTION M.03. CONCRETE SHALL HAVE A MINIMUM 28-DAY
AND SHALL BE CLASS 'F' IN ACCORDANCE WITH FORM 816,
7. ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT
CONCRETE".
ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED
6. REINFORCED CONCRETE SHALL BE IN ACCORDANCE WITH
BE PROVIDED AT A MAXIMUM SPACING OF 50 FT.
5. CONTROL JOINTS IN THE FOUNDATION WALLS SHALL
OCCUR IN THE FOUNDATION.
BE PLACED AT LOCATIONS WHERE EXPANSION JOINTS
CONTROL JOINTS. CONTROL JOINTS FOR MASONRY SHALL
OF FOUNDATION EXPANSION JOINTS AND MASONRY
4. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT
SHOWN ON THE STRUCTURAL PLANS.
AND VAPOR BARRIER UNDER SLAB-ON-GRADE (TYP.), AS
3. PROVIDE RIGID INSULATION AT EXTERIOR WALLS (TYP.)
SECTION 2.13.
OF GRANULAR FILL IN ACCORDANCE WITH FORM 816.
2. SLAB-ON-GRADE SHALL BE PLACED ON 6-INCH THICK
(DESIGN MAXIMUM SOIL BEARING PRESSURE = 2.35 KSF)
FORM 816, SECTION 2.03.03-2.
FOUNDATION PREPARATION IN ACCORDANCE WITH
OF THE LIMITS OF GRANULAR FILL IS TO HAVE THE
ENTIRE FOOTPRINT OF THE BUILDING. THE AREA OUTSIDE
GRANULAR FILL BY 2 FEET HORIZONTALLY OUTSIDE THE
FORM 816, SECTION 2.13. EXTEND THE LIMITS OF
OF COMPACTED GRANULAR FILL IN ACCORDANCE WITH
1. FOUNDATIONS SHALL BE PLACED ON 24-INCH THICK
DEPICTED ON THE PLANS.
ITS CONTRACTUAL OBLIGATION TO INSTALL FIRE-RATED WALLS AS
14. ANY STEEL CONFLICT SHALL NOT RELIEVE THE CONTRACTOR FROM
FOR STEEL ERECTION, EFFECTIVE JANUARY 18, 2002.
13. THE CONTRACTOR SHALL COMPLY WITH OSHA SAFETY STANDARD
AND GROUT.
12. COLUMN BASE PLATES SHALL BE LEVELED USING DOUBLE NUTS
OTHERWISE NOTED.
11. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, UNLESS
"SSPC-SP 10 FOR NEAR-WHITE BLAST CLEANING".
SURFACES SHALL BE BLAST-CLEANED PER PROVISIONS OF
CONFORMANCE WITH THE CONTRACT SPECIFICATIONS. ALL
10. ALL STRUCTURAL STEEL SHALL BE PRIMED AND PAINTED IN
JOINTS USING A325 OR A490 BOLTS.
LATEST EDITION OF THE SPECIFICATION FOR STRUCTURAL
9. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
NOTED. TENSION-CONTROL (TC) BOLTS ARE ALSO ACCEPTABLE.
8. ALL A325 BOLTS SHALL BE PRETENSIONED, UNLESS OTHERWISE
NOTED.
CONNECTIONS SHALL BE SLIP-CRITICAL UNLESS OTHERWISE
DIAMETER HOLES, UNLESS OTHERWISE NOTED. ALL BOLT
7. BOLTS SHALL BE ƒ" DIAMETER ASTM A325-X WITH Ž"
CERTIFIED WELDING INSPECTOR HIRED BY THE CONTRACTOR.
6. SHOP AND FIELD WELDS SHALL BE INSPECTED BY AN AWS-
NOTED.
5. WELDS SHALL BE VISUALLY INSPECTED, UNLESS OTHERWISE
AWS D1.1
SHALL BE USED IN ACCORDANCE WITH THE REQUIREMENTS OF
4. WHERE WELD SIZES ARE NOT SPECIFIED, A MINIMUM WELD SIZE
REQUIREMENTS OF AWS D1.1, USING E7018 ELECTRODES.
3. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE
50 KSI, GRADE 1.
NOTED. STRUCTURAL TUBE SHALL CONFORM TO ASTM A618,
CONFORM TO ASTM A992 50 KSI, STEEL, UNLESS OTHERWISE
2. STRUCTURAL W-SHAPES, CHANNELS, ANGLES AND PLATES SHALL
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
OF AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION
06.02
15'-0"18'-9" 15'-0" 15'-0" 14'-9"
2'-8"
1'-4"
2'-8"
1'-8"
3'-0"
1'-8"
S-004
S-003
S-004
S-003
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RPL
11'-2"
TYP.
TYP.
2'-8"
1'-8"
2
S-011
7
S-0112'-8"
1'-4"
2'-8"
1'-4"
1
S-011
1
S-011
5
S-011
4
S-011
3
S-011
6
S-011
2
S-011
3
S-011
8
S-011
8
S-011
7
S-011
2
S-0118
S-011
8
S-011
8
S-011
8
S-011
8
S-011
1 2 3 6 7 8 10 11 12 13543.9 9
A
B
C
D
E
9
S-011
TYP.
TYP.
TYP.
7
S-011
TYP.
A
B
C
D
5
S-009
6
S-009
4
S-009
3
S-009
2
S-009
9
S-009
7
S-009
1
S-009
8
S-009
POMFRET
MAINTENANCE FACILITY
2
S-011
3'-0"
1'-8"
10
S-010
PARTIAL FOUNDATION PLAN
SCALE: „" = 1'-0"
(11 PLCS. TYP.)
5 FT. SQ. PAD
FOUNDATION WALL
OUTSIDE FACE OF
12'-2•"2'-11"
15'-0"
18'-11•
"15'-0"
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S003.dgnPlotted Date:
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FOUNDATION PLAN-1
A
1
S-003
W 8 X 31
G.L. A/7
COLUMN AT
MECH.'S DRAWINGS
FUEL PIPES PER
B
M-008
8"
3'-0"
SCALE: 1/8" = 1'-0"
2'-2"
F.G.
1'-2" SQ.
PILASTER
9
S-015
(TYP.)
5A
S-009
SEE SHEET M-008
FUEL TANK PAD
**10'-0"
FUEL TANK
13
S-011
S-003
1SECTION AT FUEL PIPE SUPPORT
N
EXTERIOR DOOR OPENINGS)
SLAB-ON-GRADE (TYP. AT
THE ELEVATION OF BOTTOM OF
RECESS FOUNDATION WALL TO
FOUNDATION NOTES:
KEY PLAN
N
13
10
1
PDA
2'-0"
2'-0"
FOOTING
PAD OR STRIP
LIMITS OF FOUNDATION SUB-BASE (TYP.)
6"
IN SHEET S-002
PER CONCRETE NOTE #1
COMPACTED GRANULAR FILL
SLAB-ON-GRADE
IN SHEET S-002
PER CONCRETE NOTE #2
COMPACTED GRANULAR FILL
(TYP.)
B.F.E. 278'-00"
THIS SHEET FOR SUB-BASE CONSTRUCTION.
7. REFER TO SECTION, "LIMITS OF FOUNDATION SUB-BASE (TYP.)"
INSULATION.
6. REFER TO ELECTRICAL DRAWINGS FOR THE GROUNDING SYSTEM
FOUNDATION WALL.
REINFORCEMENT AT CONTROL JOINTS IN A CONTINUOUS
5. REFER TO THE MISCELLANEOUS DETAIL ON S-019 FOR THE
LENGTH AS SHOWN IN SECTION 10/S-011.
COLUMN, OR BE EMBEDDED WITH SUFFICIENT DEVELOPMENT
THE ADJOINING PAD AND FOUNDATION WALL UNDER A STEEL
FOOTING AND FOUNDATION WALL SHALL CONTINUE THROUGH
4. WHERE APPLICABLE, THE LONGITUDINAL BARS IN THE STRIP
MECHANICAL AND ELECTRICAL PENETRATIONS.
SIZES AND LOCATIONS IN THE FOUNDATION WALLS FOR ALL
3. THE CONTRACTOR SHALL COORDINATE THE REQUIRED SLEEVE
2. SEE CONCRETE NOTES ON S-002.
AND 6" (MIN.) DOWN THE OUTSIDE FACE OF FOOTING.
FACE OF THE FOUNDATION WALL, OVER THE TOP OF FOOTING,
1. DAMPPROOFING SHALL EXTEND DOWN THE ENTIRE OUTSIDE
PLAN
PILASTER PER
ALL SIDES
OR RETAINING WALL
FOUNDATION WALL
MECHANICAL DRAWINGS.
BE COORDINATED WITH
**THIS DIMENSION IS TO
TYP.
TYP. TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
4"
1'-0"
15'-0"
18'-11•
"15'-0"
39'-•
"
10
S-010
06.03
FOUNDATION NOTES:
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POMFRETDCS
RPL
KEY PLAN
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S004.dgnPlotted Date:
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FOUNDATION PLAN-2
1
S-011
5
S-011
4
S-011
10
S-010
6
S-011
10
11
12
13
1
S-011
3
S-010
TYP.
11
S-009
6
S-009
5
S-009
2
S-009
9
S-009
10
S-009
POMFRET
MAINTENANCE FACILITY
2'-8"
1'-4"
2'-8"
1'-4"
3'-0"
1'-8"
TYP.
TYP.
TYP.
(2 PLCS.)
PARTIAL FOUNDATION PLAN
SCALE: „" = 1'-0"
E
14'-9"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"14'-9"5'-11"
144'-4"
3'-11"
F G H I J K L M N O P
EXTERIOR DOOR OPENINGS)
SLAB ON GRADE (TYP. AT
TO ELEVATION OF TOP OF
RECESS FOUNDATION WALL
FOUNDATION WALL
OUTSIDE FACE OF
S-003
S-004
S-003
S-004
15'-0"
18'-11•
"15'-0"
N
N
8
S-009
13
10
1
PDA
12
S-009
(TYP.)" ON S-003 FOR SUB-BASE CONSTRUCTION.
6. REFER TO SECTION, "LIMITS OF FOUNDATION SUB-BASE
SYSTEM INSULATION.
5. REFER TO ELECTRICAL DRAWINGS FOR THE GROUNDING
FOUNDATION WALL.
REINFORCEMENT AT CONTROL JOINTS IN A CONTINUOUS
4. REFER TO MISCELLANEOUS DETAIL ON S-019 FOR THE
PENETRATIONS.
WALLS FOR ALL MECHANICAL AND ELECTRICAL
SLEEVE SIZES AND LOCATIONS IN THE FOUNDATION
3. THE CONTRACTOR SHALL COORDINATE THE REQUIRED
2. SEE CONCRETE NOTES ON S-002.
MINIMUM DOWN OUTSIDE FACE OF FOOTING.
OF FOUNDATION WALL OVER TOP OF FOOTING AND 6"
1. DAMPPROOFING SHALL EXTEND DOWN OUTSIDE FACE
TYP.
TYP. TYP.
TYP.
TYP.
06.04
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
POMFRETDCS
RPL
LEGEND
AND WALLS, UNLESS NOTED OTHERWISE.
ALL APPLICABLE DETAILS IN THE CONSTRUCTION OF SLAB
6. REFER TO MISCELLANEOUS CONCRETE DETAILS, S-019, FOR
AT NO LATER THAN 6 HOURS AFTER CONCRETE HAS SET.
5. CONTROL JOINTS FORMED BY SAWCUT SHALL BE EFFECTED
DRAWING S-019.
USING THE CONSTRUCTION JOINT DETAIL SHOWN ON
BECOME NECESSARY, THEY ARE TO BE CONSTRUCTED
4. IF ACCORDING TO THE ENGINEER, CONSTRUCTION JOINTS
3. PLACE VAPOR BARRIER UNDER SLAB (TYP.)
THIRD OF THE SLAB.
2. W.W.R. REINFORCEMENT SHALL BE PLACED IN THE TOP
1. FOR ELEVATION OF DRAINS, SEE PLUMBING DRAWINGS.
SLAB NOTES
THE EXACT LOCATIONS OF TRENCH DRAINS.
9. REFER TO MECHANICAL AND PLUMBING SHEETS FOR
GRANULAR FILL (TYP. THROUGHOUT)
ON APROVED VAPOR BARRIER ON 6-INCH COMPACTED
8. 6-INCH THICK SLAB-ON-GRADE (WITH 6 X 6 W4.0/4.0)
LOCATION AND DRAIN ELEVATION (TYP.)
EDGE. REFER TO PLUMBING DRAWINGS FOR EXACT
7. SLOPE FLOOR TO DRAIN WITH 1FT. RADIUS OF DRAIN
1
1
(TYP.)
GRANULAR FILL
6" COMPACTED
1'-0"
IS APPLIED HERE
TOP OF GRATE ELEVATION
(TYP.)
#4 AT BEND
U-BARS
#4 @ 12" O.C.6" 6"
NOTE BELOW
6"
NO
TE
BE
LO
W
AND DEPTH OF THE GRATE ASSEMBLY.
DETERMINED BASED ON THE WIDTH
NOTE: THESE DIMENSIONS SHALL BE
WITH GRATE COVER
TRENCH DRAIN ASSEMBLY
(TYP.)
C.J. PER PLAN
PARTIAL SLAB PLAN
(TYP.)
L 2• X 2• X 5/16
GARAGE DOOR WITH
BREAK IN SLAB AT
C.J.
(TYP.)
NOTE 8
S.O.G.
(TYP.)
NOTE 8
S.O.G.
S-005
1
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S005.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
5S-00
SLAB PLAN-1
POMFRET
MAINTENANCE FACILITY
V.L. V.L. V.L. V.L.
I.J.
I.J.
I.J.
I.J.C.J.
(TYP.)
AND SLAB-ON-GRADE
FOUNDATION WALL
OUTSIDE FACE OF
(TYP.)
FOUNDATION WALL
OUTSIDE FACE OF
1 2 3 6 7 8 10 11 12 13543.9 9
A
B
C
D
A
B
C
E
8" CMU BLOCK PER ARCH'S DRAWINGS
4" CMU BLOCK OVER ONE COURSE OF
AT THE LOCKERS, USE ONE COURSE OF
S-006
S-005
S-006
S-005
FD
FD
FD
FD
FD
FD
FD
I.J.
I.J.
1‚
"
PER PLAN
6" SLAB-ON-GRADE
6"6" (TYP.)
1
1
NOTE
THE MANUFACTURER OF THE SHOWER UNIT.
NOTE: ALL DIMENSIONS SHALL BE VERIFIED WITH
SCALE: ƒ" = 1'-0"
(T
YP.)
4" E
MB
ED.
4" (TYP.)
6" S
LA
B-O
N-G
RA
DE
6" C
ON
C.
PA
D
2" C
OV
ER
4" INTO SLAB (TYP.)
DRILL AND EPOXY GROUT
TO BE INSTALLED
BASED ON EQUIPMENT
EQUIPMENT PAD SIZE
WWM
CHAMFER
ƒ" X ƒ"
S-005
2SECTION
SCALE: ‚" = 1'-0"
EQUIPMENT PADS NOTES
3/4" X 3/4" CHAMFER.
THAT ARE EXPOSED TO TRAVEL PATHS MUST HAVE A
3. ALL VERTICAL AND HORIZONTAL EDGES OF THE PADS
DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENTS.
WITH THE MECHANICAL ENGINEER'S AND ARCHITECT'S
2. THE CONTRACTOR MUST COORDINATE THESE LAYOUTS
EQUIPMENT MANUFACTURER.
PAD TO SUPPORT EACH EQUIPMENT FROM THE RESPECTIVE
1. THE CONTRACTOR MUST VERIFY THE REQUIRED AREA OF
S-005
3SECTION
IN PAD
SLAB-ON-GRADE AND 12" BEND
PAD WITH 4" EMBEDMENT INTO
ALONG THE PERIMETER OF
#5 DOWELS @ 24" O.C.(MAX.)
SCALE: „" = 1'-0"
SCALE: ƒ" = 1'-0"
I.J.
D
1
S-005
1
S-005
3
S-005
I.J.
I.J.
I.J.
I.J.
I.J.
I.J.
TRENCH SECTION
FD - FLOOR DRAIN
GRATE COVER
T.D. - TRENCH DRAIN ASSEMBLY WITH
S.O.G. - SLAB-ON-GRADE
V.L. - VALLEY LINE IN FLOOR DRAINAGE
C.J. - CONTROL JOINT AS SHOWN ON SLAB PLAN
REFER TO WALL SECTIONS.
WALLS AND BOTH SIDES OF INTERIOR WALLS.
I.J. - 1/2" WIDE ISOLATION JOINT ALONG PERIMETER
2
S-005
N
(TYP.)
ELEV. 282'-6"
TOP OF GRATE
KEY PLAN
N
13
10
1
PDA
COLD JT.
INTO SLAB (TYP.)
24" MIN. EMBEDMENT
#4 @ 12" O.C. WITH
(SHOWN NOT TO SCALE)
(MAX.) SLOPE TO DRAIN (TYP.)
6" THK. SLAB WITH 0.50%
15'-0"
18'-11•
"15'-0"
12'-3•"11'-2"14'-9"15'-0"16'-0"15'-0"18'-9"2'-11"
1'-0"
4"
39'-•
"
06.05
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S006.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
6S-00
SLAB PLAN-2
POMFRETDCS
RPLPOMFRET
MAINTENANCE FACILITY
1
S-005
C.J.
C.J.
(TYP.)
NOTE 8
S.O.G.
(TYP.)
L 2• X 2• X 5/16
GARAGE DOOR WITH
BREAK IN SLAB AT
(TYP.)
AND SLAB-ON-GRADE
FOUNDATION WALL
OUTSIDE FACE OF
S-006
S-005
S-006
S-005
I.J.
I.J.
I.J.
I.J.
PARTIAL SLAB PLANSCALE: „" = 1'-0"
10
11
12
13
E F G H I J K L M N O P
N
(TYP.)
ELEV. 282'-6"
TOP OF GRATE
KEY PLAN
N
13
10
1
PDA
LEGEND
AND WALLS, UNLESS NOTED OTHERWISE.
ALL APPLICABLE DETAILS IN THE CONSTRUCTION OF SLAB
6. REFER TO MISCELLANEOUS CONCRETE DETAILS, S-019, FOR
AT NO LATER THAN 6 HOURS AFTER CONCRETE HAS SET.
5. CONTROL JOINTS FORMED BY SAWCUT SHALL BE EFFECTED
DRAWING S-019.
USING THE CONSTRUCTION JOINT DETAIL SHOWN ON
BECOME NECESSARY, THEY ARE TO BE CONSTRUCTED
4. IF ACCORDING TO THE ENGINEER, CONSTRUCTION JOINTS
3. PLACE VAPOR BARRIER UNDER SLAB (TYP.)
THIRD OF THE SLAB.
2. W.W.R. REINFORCEMENT SHALL BE PLACED IN THE TOP
1. FOR ELEVATION OF DRAINS, SEE PLUMBING DRAWINGS.
SLAB NOTES
THE EXACT LOCATIONS OF TRENCH DRAINS.
9. REFER TO MECHANICAL AND PLUMBING SHEETS FOR
GRANULAR FILL (TYP. THROUGHOUT)
ON APROVED VAPOR BARRIER ON 6-INCH COMPACTED
8. 6-INCH THICK SLAB-ON-GRADE (WITH 6 X 6 W4.0/4.0)
LOCATION AND DRAIN ELEVATION (TYP.)
EDGE. REFER TO PLUMBING DRAWINGS FOR EXACT
7. SLOPE FLOOR TO DRAIN WITH 1FT. RADIUS OF DRAIN
EQUIPMENT PADS NOTES
3/4" X 3/4" CHAMFER.
THAT ARE EXPOSED TO TRAVEL PATHS MUST HAVE A
3. ALL VERTICAL AND HORIZONTAL EDGES OF THE PADS
DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENTS.
WITH THE MECHANICAL ENGINEER'S AND ARCHITECT'S
2. THE CONTRACTOR MUST COORDINATE THESE LAYOUTS
EQUIPMENT MANUFACTURER.
PAD TO SUPPORT EACH EQUIPMENT FROM THE RESPECTIVE
1. THE CONTRACTOR MUST VERIFY THE REQUIRED AREA OF
FD - FLOOR DRAIN
GRATE COVER
T.D. - TRENCH DRAIN ASSEMBLY WITH
S.O.G. - SLAB-ON-GRADE
V.L. - VALLEY LINE IN FLOOR DRAINAGE
C.J. - CONTROL JOINT AS SHOWN ON SLAB PLAN
REFER TO WALL SECTIONS.
WALLS AND BOTH SIDES OF INTERIOR WALLS.
I.J. - 1/2" WIDE ISOLATION JOINT ALONG PERIMETER
5'-11" 14'-9" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 14'-9" 3'-11"
15'-0"
18'-11•
"15'-0"
06.06
SEE NOTE #8.
(TYP. AT TRUSS ENDS)
AT END PANEL POINTS
LOCATE CHORD BRIDGING
ROOF LEVEL (TYP.)
CMU WALL TERMINATING AT
HATCHED WALL INDICATES
RDRD
RD
RD
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
ISOMETRIC STEEL DECK AT JOIST INTERFACE
N.T.S.
‚"
‚"
ALL SIDES
FRAMING WELDING DETAIL
FRAMING AT DECK OPENING (TYP.)
SEE FRAMING WELDING DETAIL
TO JOIST (TYP.)
6" LONG SHOP-WELDED
CLIP ANGLE 5" X 3" X •"
POMFRETDCS
RPL
METAL ROOF DECK NOTES:
OF 48" ON CENTERS.
10. ALL TRUSS JOISTS SHALL BE 32LH12 SPACED AT MAXIMUM
CENTERLINES OF BEAMS AND COLUMNS.
9. ALL JOIST REACTIONS MUST BE LOCATED ON THE
DOUBLE BACK-TO-BACK L 6 X 3•XŠ(TYP.)
8. ALL THE OPENINGS ALONG BEARING WALLS TO USE
MANUFACTURER'S SPECIFICATIONS
TRUSS ENDS. INTERMEDIATE TOP AND BOTTOM CHORDS
7. PROVIDE CHORD BRIDGING AT END POINTS AT ALL
ROOF SYSTEM (TYPICAL U.N.O.).
TO ROOF JOISTS" ON S-016 FOR WALL BRACING ONTO THE
"LATERAL BRACING FOR NON-BEARING CMU PERPENDICULAR
NON-BEARING CMU PARALLEL TO ROOF JOISTS" AND
REFER TO STANDARD DETAILS FOR "LATERAL BRACING FOR
6. FOR NON-LOAD-BEARING CMU WALLS TALLER THAN 12 FEET,
OPENING, SEE NOTE BELOW
(TYP.)
L 3" X 3" X ‚"
- ROOF DRAINS
- CHIMNEY
- VENTS
RD
POMFRET
MAINTENANCE FACILITY
PARTIAL ROOF FRAMING PLANSCALE: „" = 1'-0"
1
S-012
2
S-012
3
S-014
(S
EE
NO
TE 9)
32
LH
12
TR
US
S JOIS
TS (T
YP.)
(SEE NOTE 9)
32LH12 TRUSS JOISTS (TYP.)
S-008
S-007
S-008
S-007
FRAMING PLAN
ROOF BEAM PER
ROOF JOIST OR
36" DECK SECTION
2
S-016
4
S-016
1
S-016
EXHAUST
- ROOF VENTILATOR
LEGEND
1 2 3 6 7 8 10 11 12 13543.9 9
A
B
C
D
E
A
B
C
D
SCALE: ƒ" = 1'-0"
SCALE: ƒ" = 1'-0"
SCALE: •" = 1'-0"
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S007.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
7S-00
ROOF FRAMING PLAN-1
TRUSS JOISTS
TRUSS JOIST
STRENGTH
EQUIVALENT MINIMUM
FASTENERS HAVING
OR USE MECHANICAL
PATTERN (TYP.)736
†" PUDDLE WELDS IN
2'-9"4'-0" 4'-0" 4'-0" 4'-0"2'-9"4'-0" 4'-0"2'-9"4'-0"2'-9"4'-0" 4'-0"2'-9" 4'-0" 4'-0" 4'-0" 4'-0"3'-2" 4'-0"
2'-6" (TYP.)
2'-11" 6 PCS. @ 4'-0"O.C.=20'-0" 7 PCS @ 4'-0" O.C.=24'-0" 1'-0"
PROVIDED FOR THE METAL DECK AT ALL SUPPORTS.
5. A MINIMUM OF 1•" OF END BEARING SHOULD BE
DESIGNER.
SHOULD BE MADE WITHOUT THE APPROVAL OF THE
4. NO SUBSTITUTION OF FASTENER TYPE OR PATTERN
MECHANICAL AND ELECTRICAL DRAWING SHEETS.
ELECTRICAL INSTALLATIONS SHALL BE REFERRED TO THE
LOCATIONS OF ROOF OPENINGS FOR MECHANICAL AND
FRAMING AT DECK OPENING (TYP.) ON S-007. THE EXACT
3. FOR ALL ROOF DECK PENETRATIONS, USE DETAIL
SIDELAP FASTENERS: 3-#10 TEK SCREWS
SUPPORT FASTENERS: †" PUDDLE WELDS
TYPE B, WITH MINIMUM YIELD STRENGTH OF 33 ksi.
2. ROOF DECK SHALL BE 1•" WIDE RIB, 18 GAUGE STEEL
ROOF-SHEAR DIAPHRAGM.
1. THE STEEL DECKING HAS BEEN DESIGNED TO ACT AS A
SEE ARCH'S DRAWINGS
PERIMETER OUTLINE
MANUFACTURER'S SPECS. (TYP.)
BRIDGING SPACED PER TRUSS
CONT. TOP AND BOTTOM CHORD
1
S-007
4
S-014
15
S-016
4
S-012
3
S-012
3
S-016
3
S-016
3'-4•" 3'-4•" 2'-9•" 2'-9•"
1'-2"
4'-0"
KEY PLAN
N
13
10
1
PDA
N
7S-00
1DETAIL TYP.
(TYP.)(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
W 16 X 31W 24 X 68W 16 X 31W 16 X 31W 24 X 68
ALL SIDES
SHOP WELD
CONTRACTORS REQUIRING OPENINGS.
DIMENSIONS OF OPENINGS FROM TRADE
NOTE: VERIFY LOCATIONS, NUMBER AND
W 16 X 31W 16 X 31W 16 X 31W 24 X 68 W 16 X 31W
16
X 31
W
16
X 31
W
16
X 31
W
16
X 31
FULL HEIGHT WALL
- LOAD BEARING
FULL HEIGHT WALL
- NON LOAD BEARING
NON FULL HEIGHT
- PARTITION WALL
ROOF JOIST ROOF JOIST
(TYP.)
L 4" X 4" X 1/4"
(C
AM
BE
R
=
5/8")
W
21
X 68
MO
NO
RAIL S
UPP
OR
T
BE
AM
FRAMING (TYP.)
MECHANICAL EQUIPMENT
MID-SPAN
PERIMETER FASTENERS AT
SHALL HAVE SIDE LAPS AND
SPAN GREATER THAN 5 FT.
(TYP.) DECK UNITS WITH
3-#10 TEK SCREWS PER SPAN
FASTEN SIDE LAPS WITH
12
S-016
8
S-016
10
S-016
10
S-016
1
S-016
2'-6" 2'-6"
W 16 X 31
W 16 X 31
1
S-016
4'-0"
8
S-016
W 24 X 68
W
16
X 31
W
16
X 31NOTE 2
NO
TE 2
SEE NOTE 3
EXHAUST FAN (TYP.)
1'-0"
1'-0"
9 P
CS
@
4'-0" O.C.
=24'-0"
06.07
RD RD
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S008.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
8S-00
ROOF FRAMING PLAN-2
POMFRETDCS
RPL
METAL ROOF DECK NOTES:
OF 48" ON CENTERS.
10. ALL TRUSS JOISTS SHALL BE 32LH12 SPACED AT MAXIMUM
CENTERLINES OF BEAMS AND COLUMNS.
9. ALL JOIST REACTIONS MUST BE LOCATED ON THE
DOUBLE BACK-TO-BACK L 6 X 3•XŠ(TYP.)
8. ALL THE OPENINGS ALONG BEARING WALLS TO USE
MANUFACTURER'S SPECIFICATIONS
TRUSS ENDS. INTERMEDIATE TOP AND BOTTOM CHORDS
7. PROVIDE CHORD BRIDGING AT END POINTS AT ALL
ROOF SYSTEM (TYPICAL U.N.O.).
TO ROOF JOISTS" ON S-016 FOR WALL BRACING ONTO THE
"LATERAL BRACING FOR NON-BEARING CMU PERPENDICULAR
NON-BEARING CMU PARALLEL TO ROOF JOISTS" AND
REFER TO STANDARD DETAILS FOR "LATERAL BRACING FOR
6. FOR NON-LOAD-BEARING CMU WALLS TALLER THAN 12 FEET,
POMFRET
MAINTENANCE FACILITY
S-008
S-007
S-008
S-007
10
11
12
13
E F G H I J K L M N O P
2
S-013
3
S-013
1
S-013
4
S-013
1
S-016
3
S-014
15
S-016
4
S-014
(S
EE
NO
TE 9)
32
LH
12
TR
US
S JOIS
TS (T
YP.)
- ROOF DRAINS
- CHIMNEY
- VENTS
RD
EXHAUST
- ROOF VENTILATOR
LEGEND
PROVIDED FOR THE METAL DECK AT ALL SUPPORTS.
5. A MINIMUM OF 1•" OF END BEARING SHOULD BE
DESIGNER.
SHOULD BE MADE WITHOUT THE APPROVAL OF THE
4. NO SUBSTITUTION OF FASTENER TYPE OR PATTERN
MECHANICAL AND ELECTRICAL DRAWING SHEETS.
ELECTRICAL INSTALLATIONS SHALL BE REFERRED TO THE
LOCATIONS OF ROOF OPENINGS FOR MECHANICAL AND
FRAMING AT DECK OPENING (TYP.) ON S-007. THE EXACT
3. FOR ALL ROOF DECK PENETRATIONS, USE DETAIL
SIDELAP FASTENERS: 3-#10 TEK SCREWS
SUPPORT FASTENERS: †" PUDDLE WELDS
TYPE B, WITH MINIMUM YIELD STRENGTH OF 33 ksi.
2. ROOF DECK SHALL BE 1•" WIDE RIB, 18 GAUGE STEEL
ROOF-SHEAR DIAPHRAGM.
1. THE STEEL DECKING HAS BEEN DESIGNED TO ACT AS A
KEY PLAN
N
KEY PLAN
N
13
10
1
PDA
KEY PLAN
(TYP.) (TYP.)
(TYP.)
(TYP.)
W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 24 x 68W 24 x 68
W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31 W 16 X 31
W
16
X 31
W
16
X 31
W
16
X 31
W
16
X 31
W
16
X 31
W
16
X 31
3'-11"4'-0"4'-0"3'-6"4'-0"4'-0"3'-6"3'-6"4'-0"4'-0"3'-6"3'-6"4'-0"4'-0"3'-6"3'-6"4'-0"4'-0"3'-6"3'-6"4'-0"4'-0"3'-6"3'-6"4'-0"4'-0"3'-6"3'-6"4'-0"4'-0"3'-6"4'-0"4'-0"3'-2•"
W 16 X 31 W 16 X 31
FULL HEIGHT WALL
- LOAD BEARING
FULL HEIGHT WALL
- NON LOAD BEARING
NON FULL HEIGHT
- PARTITION WALL
3'-4•"3'-4•"3'-2•" 3'-4•" 3'-4•"
NOTE 2
06.08
5'-0"
2'-6"
2'-6"
10"
1'-2"
1'-2"
10"
5'-0"
2'-6"2'-6"
1'-0"
5'-0"
5'-0"
2'-6"
2'-6"
7"
5'-0"
2'-6"
5'-0"
2'-6"
2'-6"
6"
5'-0"
5'-0"
2'-6•
"2'-5•
"
8'-11"
1'-10"3'-11"2'-6"
5'-0"
2'-0"
2'-0"
1'-2"
1'-2"
6•
"
1'-4"
•"
5'-0"
2'-6•
"2'-5•
"
1'-4"
6•
"
•"
1'-2"
5'-0"
2'-6" 2'-6"
5'-0"
2'-4"
•"
5•
"
•"
10"6"
8"
1'-4"
8"
8"
1'-1•"
1'-1•
"
1'-8"
1'-2"
6"
1'-2"
1'-2"
8"
1'-2"
1'-2"
1'-2"
8"
1'-2"
8"1'-4"
1'-4" 8"8"
2'-6"
8"
1'-4"
8"
2'-6" 2'-6"
•"
1'-2"
8"
1'-2" 8"
1'-4"
8"
2'-6"
2'-6"
1'-8"6" 6"
10"
10"
8" 1'-4" 8"
•"
•"
6•
"1'-4"
•"
•"
1'-1•
"
8"
8"•"8"
3'-•
"
1'-2"
1'-10•
"
5'-0"
5'-0"
2'-6"
2'-6"
1'-2"
8"
1'-2"
8" 1'-4"
2'-6"2'-6"
•"
7"
7"
8"
2'-6"
7"
5'-0"
1'-8"6"
3'-0"2'-0"
8"
7"
5'-0"
2'-6"
2'-6"
•"
1'-2"
1'-2"
1'-8"10"
10"
1'-2"
5'-0"
2'-6"2'-6"
5'-0" 1'-2"
1'-2"
10"
10"
1'-3"
3"
6'-0"
3'-0"3'-0"
2'-8"
6"1'-8"6"
5'-0"
2'-6"
2'-6"
10"
1'-2"
1'-2"
10"
SCALE: •" = 1'-0"SCALE: •" = 1'-0" SCALE: •" = 1'-0"
SCALE: •" = 1'-0"
5'-0"
2'-6"
3"
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S009.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
9S-00
FOUNDATION DETAILS-1
POMFRETDCS
RPL
8
D
D
D
4 521
D
SCALE: •" = 1'-0"
SCALE: •" = 1'-0"
SCALE: •" = 1'-0"
A
3.9
10
2'-11"2'-5"
SCALE: •" = 1'-0"
SCALE: •" = 1'-0"
3"
3'-•
"
1'-2"
1'-10•
"
O P
10
SCALE: •" = 1'-0"
•"
•"
3'-•
"
1'-2"
1'-10•
"
E
F
10
8"
POMFRET
MAINTENANCE FACILITY
5
S-011
4
S-011
5
S-011
4
S-011
1
S-011
9
S-010
1
S-010
4
S-0115
S-011
6
S-010
1
S-010
4
S-011
SEE PLAN
(VARIOUS)
REFER TO FOUNDATION PLAN.
NOTE: TYPICAL AT 11 PLACES.
(1 PLACE REVERSED)
COLUMN LINE 1/A, P/13
NOTE: TYPICAL AT 2 PLACES.
9
S-010
1
S-011
3
S-011
9
S-010
10
S-010
9
S-010
1
S-011
2
S-011
6
S-010
4
S-011
1
S-010
6
S-010
1
S-011
FOR WALL CONSTRUCTION
REFER TO ARCH'S DWG.
FOUNDATION WALL
OUTSIDE FACE OF
(1 PLACE REVERSED)
COLUMN LINE 9/A, 9/D, E/13
NOTE: TYPICAL AT 3 PLACES.
8"
7
A
6"
SCALE: •" = 1'-0"
(2 PLACES REVERSED)
COLUMN LINE 9/B, 9/C, E/11, E/12
NOTE: TYPICAL AT 4 PLACES.
10
S-010
3
S-010
SCALE: •" = 1'-0"
1
S-011
9
S-010
11
S-011
13/N, P/11, P/12
13/J, 13/K, 13/L, 13/M,
A/6, A/8, 13/G, 13/H, 13/I
COLUMN LINE: 1/B, 1/C A/3,
NOTE: TYPICAL AT 15 PLACES.
9S-00
1PLAN (TYP.)
9S-00
2PLAN (TYP.)
9S-00
3PLAN (TYP.)
9S-00
4PLAN (TYP.)
9S-00
5PLAN (TYP.)
9S-00
6PLAN (TYP.)
9S-00
7PLAN (TYP.)
9S-00
8PLAN (TYP.)
S-009
9PLAN (TYP.)
S-009
11PLAN (TYP.)
S-009
10PLAN (TYP.)
S-009
5APLAN (TYP.)
1
S-010
2'-6"5'-11"2'-6"
1'-10"
3"
1'-9"3'-4"10"
DRAWINGS
VENEER PER ARCH.'S
S-009
12DETAIL
OPENING
WALL AT DOOR
RECESSED FOUND.
CELLS GROUTED
BARS @ 16" O.C. ALL
8" CMU WITH #5 VERT.
FULLY GROUTED
BARS IN BOTH CELLS
8" CMU WITH #5 VERT.
WALL
SEALANT AT BOTH FACES OF
JOINT FILLER AND 1/2" DEEP
REFER TO SECTION 5/S-010
OF STEEL POST (TYP.)
BE CONSTRUCTED AFTER THE ERECTION
FOR CMU WALL AND BLOCK VENEER TO
BUILT-UP PORTION OF FOUNDATION WALL
12
S-009
REINFORCEMENT (TYP.)
WALL SECTIONS FOR
CMU WALL. REFER TO
SCHEMATIC OUTLINE OF
06.09
8"1'-8"
1'-2"
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S010.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
10S-0
FOUNDATION DETAILS-2
POMFRETDCS
RPL
(TYP)
#5 @ BEND
1'-6"
3"
•"
BARS #5 @ 16" O.C.
8" CMU WITH VERTICAL
1'-1•"
2"
2'-0"
EMBEDMENT
RODS WITH 24" MIN.
4 - 3/4" DIAM. ANCHOR
W - COLUMN WITH
SHOWN
@ 3" O.C. FOR 24" AS
9 - #3 STIRRUPS IN PAIRS
OF PILASTER
REMAINING LENGTH
IN PAIRS FOR THE
#3 STIRRUPS @ 6" O.C.
8 - #6 VERT.
SPECS. (TYP.)
FILLER AND SEALANT PER
1/2" ISOLATION JOINT WITH
SHOWN
@ 6" O.C. AS
ADD #3 STIRRUPS
12" BEND
8 - #6 DOWELS WITH 3'-6"
BA
R
LA
P
1
PAD
BOTHWAYS WITHIN
7 - #5 BENT BARS
WITHIN PAD
7 - #5 BOTHWAYS
(TYP.)
VAPOR BARRIER
10S-0
4SECTION SCALE: ƒ" = 1'-0"
4
S-010
10
S-010
9
S-010
SCALE: •" = 1'-0" 10S-0
3SECTION
5
S-010
8"5•"
1'-1•"
8"1'-8"
7"
7" 1'-2"
STIRRUPS
BENDS TO SECURE
ADD #5 VERT. BARS AT
@ 6" O.C.
ADD #3 STIRRUPS
MONOLITHICALLY
PILASTER TO BE CAST
FOUNDATION WALL AND
THROUGHOUT
SPACING OF STIRRUPS
#3 TIES TO MATCH THE
(PILASTER)
SHOWN
IN PILASTER AS
8 - #6 VERT. BARS
1
10S-0
5SECTION SCALE: ƒ" = 1'-0"
9
S-010
•"
(TYP)
#5 @ BEND
VAPOR BARRIER (TYP.)
#5 @ 16" O.C.
GRADE
6" SLAB ON
INTO MASONRY
TO EXTEND 24" MIN.
#5 DOWELS @ 16" O.C.
TOP AND BOT.
5-#5 SPACED EVENLY
6"1'-8"10"
3'-0"
1'-6"
3"
TOP AND BOT.
#5 @ 12" O.C.
B.F./B.W.
#5 @ 12" O.C.
COINCIDE
FOUNDATION WALL
CENTERLINES OF CMU AND
NOTE: ALL CELLS GROUTED
PER SPECS. (TYP.)
JOINT FILLER AND SEALANT
8" CMU
ADD #5
8"
SCALE: •" = 1'-0" 10S-0
10SECTION (TYP.)
RUN OF WALL
OF 2 PLACES PER
#5 @ 12" O.C. MIN.
SHALL REMAIN.
AS SHOWN, ALL OTHER REBARS
FOR CMU CONSTRUCTION BENT
DOWELS PER APPROPRIATE SECTION
REFER TO SECTION
REINFORCED CMU
SEE NOTE BELOW.
PER MANUFACTURER'S SPECS.
CHEMICAL ANCHORING COMPOUND
DRILL AND GROUT REBARS WITH
8"
(MIN.)
SCALE: •" = 1'-0" 10S-0
2SECTION (TYP.)
5'-0"
1'-4"1'-2"1'-2"1'-4"
(TYP.)
2" RIGID INSULATION
B.W. / E.F.
#5 @ 12" O.C.
DAMPPROOFING
#5 @ 12" O.C.
BENT BARS
#5 @ 12" O.C.
VAPOR BARRIER
2'-0"
EQUALLY SPACED
6 - #5 TOP AND BOT.
SHOWN
2 - #5 AS
2
S-010
(TYP.)
#5 IN BEND
10"
1'-6"
SCALE: •" = 1'-0"
1
THROUGHOUT
SPACING OF STIRRUPS
#3 TIES TO MATCH THE
7"
7"
SHOWN
IN PILASTER AS
8 - #6 VERT. BARS
1'-1•"
8"5•"
(PILASTER)
5'-0"
1'-6"
3"
•"
2"
2'-0"
EMBEDMENT
RODS WITH 24" MIN.
4 - 3/4" DIAM. ANCHOR
W - COLUMN WITH
8 - #6 VERT.
ARCH.'S DRAWINGS
BLOCK VENEER PER
(TYP)
#5 @ BEND
(TYP.)
DAMPPROOFING
BARS #5 @ 24" O.C.
8" CMU WITH VERTICAL
SHOWN
@ 3" O.C. FOR 24" AS
9 - #3 STIRRUPS IN PAIRS
WITH 12" BEND
8 - #6 DOWELS
1'-6"
EMBEDMENT
RODS WITH 22" MIN.
4 - 3/4" DIAM. ANCHOR
8 - #5 VERT. BARS
AND TIES @ 3" O.C.
#3 STIRRUPS IN PAIRS
HSS - COLUMN
TO SECTIONS
THE WALL, REFER
FOR THE REBARS IN
BA
R
LA
P
3'-6"
LIMIT OF PAD
1'-4"8" 6"
FOUNDATION WALL
SHOWN
IN PILASTER AS
8 - #6 VERT. BARS
THROUGHOUT
SPACING OF STIRRUPS
#3 TIES TO MATCH THE
THROUGHOUT
SPACING OF STIRRUPS
#3 TIES TO MATCH THE
SCALE: ƒ" = 1'-0" 10S-0
8SECTION
1'-2"
AHOWN
IN PILASTER AS
8 - #6 VERT. BARS
SCALE: ƒ" = 1'-0" 10S-0
7SECTION
1'-2"
4A
S-011
8
S-010
10S-0
6SECTION
SCALE: •" = 1'-0"
4
S-011
OUTLINE OF PILASTER
POMFRET
MAINTENANCE FACILITY
7
S-010
2'-0"
2'-0"
(TYP.)
VAPOR BARRIER
(TYP.)
2" RIGID INSULATION
(TYP.)
#5 AT BEND
BENT BARS B.W.
#5 @ 12" O.C.
8 #5 BARS
CONC. PILASTER
#3 TIES @ 6" O.C.
WALL
IN THE FOUNDATION
FOR REINFORCEMENT
SEE SECTION 1/S-011
TOP B.W.
#5 @ 12" O.C.
SEALANT PER SPECS.
JOINT FILLER AND
6" SLAB
1/2"
8" 1'-4"
1'-6"
8"
FOR 24" AS SHOWN
AT ANCHOR BOLTS
#3 TIES @ 3" O.C.
7'-4"
COLUMN PER PLAN
GROUT (TYP.)
1" NON-SHRINK
10S-0
9SECTION
B.F.E. 278'-00"
B.F.E. 278'-00"
B.F.E. 278'-00"
B.F.E. 278'-00"
F.F.E. 282'-8…"
ELEV. 283'-4…" WALL ELEV. 281'-10…"
SECTIONS. TOP OF FOUND.
NOT SHOWN. REFER TO
FOUNDATION WALL REBARS
OF 1•"
WITH CONC. COVER
#3 STIRRUPS IN PAIRS
OF 1•"
WITH CONC. COVER
#3 STIRRUPS IN PAIRS
OF 1•"
WITH CONC. COVER
#3 STIRRUPS IN PAIRS
OF 1•"
WITH CONC. COVER
#3 STIRRUPS IN PAIRS
F.F.E. 282'-8…"'
7'-4"
F.F.E. 282'-8…"
2'-6"
SEE PAD DETAIL
VARIES
(12'-0" A
T
G.L. 1)
(12'-0" A
T
C.L. 1)
2'-4"
SCALE: •" = 1'-0"
3
S-017
1'-10"10"
5'-0" SQAURE PAD
JOINT
CONSTR.
JOINT
CONSTR.
(TYP.)
PER NOTE 1
DAMPPROOFING
6" SLAB-ON-GRADE
JOINT
CONSTR.
**T.O.P.
(OR 294' - 8 3/8")
**T.O.P. 290' - 3/8"
(OR 294' - 8 3/8")
**T.O.P. 290' - 3/8"
REFER TO FRAME ELEVATION DRAWINGS IN S-012 AND S-013.
**NOTE: FOR THE ELEVATION AT THE TOP OF PEDESTAL,
F.F.E. 282'-8…"'
OF STEEL POST (HATCHED, TYP.)
CONSTRUCTED AFTER ERECTION
**PORTION OF FOUNDATION WALL
"CAST-IN-PLACE CONRETE".
SHALL BE INCLUDED IN THE PRICE FOR
AND CHEMICAL ANCHORING COMPOUND,
ANCHORING COMPOUND INCLUDING LABOR
COST TO INSTALL REBARS IN CHEMICAL
SIMILAR CONSTRUCTION SITUATIONS. THE
**NOTE: THIS DETAIL SHALL APPLY AT ALL
10S-0
1SECTION (TYP.)
06.10
1'-2"1'-4"
1
1SLOPE
MAX.
1"
10"
2'-0"
…" X 6" STUD
L 2•" X 2•" X Š"
SEE NOTE BELOW.
AND LAP 24" MIN.
MASONRY REBARS
DOWELS TO MATCH
AND LAP 24" MIN.
MASONRY REBARS
DOWELS TO MATCH
#5 @ 24" O.C.
MORTAR BEDDING
PROVIDE FULL
#5 AT BEND
WWM
#5 AT BEND (TYP.)
(TYP.)
VAPOR BARRIER
NON-SHRINK GROUT#3 TIES @ 3" O.C.
WWM
2'-0"
8" CMU
SEALANT PER SPECS.
JOINT FILLER AND
# 5 @ 12'' O.C.
ARCH. DRAWINGS
4" VENEER PER
(TYP)
#5 AT BEND
(TYP.)
VAPOR BARRIER
(TYP.)
VAPOR BARRIER
2-#5 CONTINUOUS
FOR APPLICATION
BLDG. SECTIONS
REFER TO ARCH'S.
AT DOOR OPENINGS (TYP.)
TO BOT. OF SLAB-ON-GRADE
RECESS FOUNDATION WALL
„" GAP
8-#5
STIRRUPS
#3 TIES TO MATCH
FOUNDATION WALL
IN PAIRS
#3 STIRRUPS @ 3" O.C.
OPENING
WALL BEYOND DOOR
TOP OF FOUNDATION
8"
1'-6"
10"
SLOPE
MAX.1
1
6"
2'-0"
2'-0"
O.C. (TYP.)
#5 @ 24"
AND LAP 24" MIN.
MASONRY REBARS
DOWELS TO MATCH
MORTAR BEDDING
PROVIDE FULL
(TYP.)
VAPOR BARRIER
6" C.M.U.
DIMENSION
DRAWING FOR
REFER TO ARCH'S.
BARS
3- #5 CONT.
AND LAP 24" MIN.
MASONRY REBARS
DOWELS TO MATCH
MORTAR BEDDING
PROVIDE FULL
#5 @ 24" O.C.
2-#5 CONT.
ARCH'S. DRAWING
PARTITION WALL PER
NON-LOAD-BEARING
C.M.U. NON-FULL HEIGHT
12"
6"
6"
1
1
(TYP.)
VAPOR BARRIER
(12" MAX. SPACING)
MIN. 3-#5 CONT. BARS
#5 @ 24" O.C.
SEALANT PER SPECS.
JOINT FILLER AND
COLUMN SCHED.
HSS COLUMN PER
FOR REINFORCEMENT
SEE SECTION 2/S-000
FOUNDATION WALL BEYOND
2'-6"
CONT. STRIP FOOTING
(MIN.)
(GALV.) HEADED STUDS @ 12" O.C.
DOOR OPENING WITH…" X 6"
BUTT JOINT AT MID-WIDTH OF
L 2•" X 2•" XŠ" WITH
#5 @ 12" O.C.
WITH CMU DOWELS
ALTERNATING 12" O.C.
#5 @ 24" O.C.
INTO CMU)
(EXTEND 24" MIN.
VERT. REBARS
WITH FOUNDATION WALL
ALTERNATING 12" O.C.
#5 DOWELS @ 24" O.C.
1'-6"
8" 8"
AS SHOWN (TYP.)
2" RIGID INSULATION
8"
1/2"
#5 @ 12" O.C. TOP
(BENT BARS)
#5 @ 12" O.C. BOT.
AS SHOWN (TYP.)
2" RIGID INSULATION
2'-0"
3'-0"
1'-8"
SEE FOUNDATION NOTE 4.
BARS AT EACH FACE
MIN. OF 4 HORIZONTAL
#5 @ 12" O.C. B.W./E.F.
1"
6"
2'-4"1'-4"
NOTE 4.
SEE FOUNDATION
TOP AND BOTTOM
5-#5 @ EQUAL SPACES
1'-6"
(TYP.)
#5 @ BEND
AS SHOWN (TYP.)
2" RIGID INSULATION
NOTE 1 (TYP.)
DAMPPROOFING PER
8-#5
24" MIN. EMBD. (TYP.)
ANCHOR RODS WITH
TIES @ 3" O.C.
#3 STIRRUPS AND
10"
8"
2'-4"
6" SLAB-ON-GRADE
2" AT ENDS (TYP.)
5'-0" SQ. PAD
(TYP)
#5 @ BEND
SPECS. (TYP.)
SEALANT PER
JOINT FILLER AND
#5 @ 16" O.C.
DOWELS
#5 @ 16" O.C.
EACH FACE
OF 3 HOR. BARS AT
#5 @ 12" O.C. MINIMUM
VERT. B.F.
#5 @ 12" O.C.
#5 @ 12" O.C. TOP
(BENT BARS)
#5 @ 12" O.C. BOT.
TOP AND BOTTOM
4-#5 @ EQ. SPACES
1/2"
1'-6"
3"
1'-8"
2'-8"
6" 6"
8"
GROUTED
WALL, ALL CELLS MUST BE
8" CMU. FOR 3-HOUR RATED
ADD #5 CONT.
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
TOP AND BOT.
4-#5 EQ. SPACES
(BENT BARS) BOTHWAYS
6 - #5 @ EQUAL SPACES
TOP, BOTHWAYS
6 - #5 @ EQUAL SPACES
POMFRETDCS
RPL
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S011.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
11S-0
FOUNDATION DETAILS-3
2'-4"
1'-4"
6"
2'-0"
6"
2'-0"
2'-4"
2'-0"
2'-4"
6" (TYP.)
6"
4'-0"
2'-0"
5A
S-008
4A
S-008
SCALE: •" = 1'-0" 11S-0
1SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
3SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
4SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
4ASECTION (TYP)
SCALE: •" = 1'-0" 11S-0
8SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
10SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
9SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
5ASECTION (TYP)
SCALE: •" = 1'-0" 11S-0
6SECTION (TYP) SCALE: •" = 1'-0" 11S-0
7SECTION (TYP)
SCALE: •" = 1'-0" 11S-0
5SECTION (TYP)
6" SLAB
6" SLAB
VAPOR BARRIER (TYP.)
(TYP.)
VAPOR BARRIER
PAD FOOTING FOR COLUMNS
6"
1'-4"
2'-8"
POMFRET
MAINTENANCE FACILITY
#5 @ 24" O.C.
2'-0"
8" CMU
SEALANT PER SPECS.
JOINT FILLER AND
# 5 @ 12'' O.C.
ARCH. DRAWINGS
4" VENEER PER
(TYP)
#5 AT BEND
(TYP.)
VAPOR BARRIER
FOR APPLICATION
BLDG. SECTIONS
REFER TO ARCH'S.
AT DOOR OPENINGS (TYP.)
TO BOT. OF SLAB-ON-GRADE
RECESS FOUNDATION WALL
#5 @ 12" O.C.
1'-6"
8" 8"
AS SHOWN (TYP.)
2" RIGID INSULATION
8"
1/2"
TOP AND BOT.
4-#5 EQ. SPACES
SCALE: •" = 1'-0" 11S-0
2SECTION (TYP)
6" SLAB
1'-4"
2'-8"
#5 @ 16" O.C.
B.F.E. 278'-00" B.F.E. 278'-00"
B.F.E. 278'-00"
B.F.E. 278'-00"
B.F.E. 278'-00"
TOP OF WALL.
MASONRY DETAIL AT
BOND BEAM. REFER TO
TOP OF WALL.
MASONRY DETAIL AT
BOND BEAM. REFER TO
F.F.E. 282'-8…" F.F.E. 282'-8…"
F.F.E. 282'-8…"
F.F.E. 282'-8…"
F.F.E. 282'-8…"
INTO CMU)
(EXTEND 24" MIN.
#5 DOWELS @ 16" O.C.
INTO MASONRY
TO EXTEND 24" MIN.
#5 DOWELS @ 16" O.C.
9
S-010
A
3'-0"2'-6"
5'-6"
1'-6"
WITH 6" BEND
4 - #6 VERT.
2'-0"
1•
"
S-017
PB2
SHEET S-017
BOLTS. SEE DETAILS IN
4 - 3/4" DIAM. ANCHOR
W 8 X 31
@ 3" O.C. AS SHOWN
9 - #3 STIRRUPS
@ 6" O.C.
#3 STIRRUPS
SCALE: •" = 1'-0" 11S-0
11SECTION
12
S-011
SCALE: •" = 1'-0" 11S-0
12SECTION
#3 STIRRUPS
SEE SECT. 1/S-011
FOUNDATION WALL
1'-2"
VERT.
4 - #6
WALL
IN FOUNDATION
2'-4" SQ. PEDESTAL
S-017
PB2
W 8 X 31
2'-2"
1•
"
1'-2"
SQ.
@ 3" O.C.
#3 STIRRUPS
@ 3" O.C.
9 - #3 STIRRUPS
WITH 6" BEND
4 - #6 VERT
IN SHEET S-017
BOLTS. SEE DETAILS
4 - 3/4" DIAM. ANCHOR
SCALE: •" = 1'-0" 11S-0
13SECTION
4 - #6 VERT.
M-008
TO ROOF DECK
NON-LOAD-BEARING
8" CMU FULL HEIGHT
B
NOTE 1 (TYP.)
PERDAMPPROOFING NOTE 1 (TYP.)
PERDAMPPROOFING
NOTE 1 (TYP.)
DAMPPROOFING PER
OPENING (TYP.)
WALL AT DOOR
TOP OF FOUNDATION
WALL
FOUNDATION
CHAMFER PER ARCH'S
BELOW
**SEE NOTE
ANCHORING MATERIAL PER MANUFACTURER'S SPECIFICATIONS.
**NOTE: DRILL AND GROUT DOWEL WITH APPROVED CHEMICAL
BELOW
**SEE NOTE
ANCHORING MATERIAL PER MANUFACTURER'S SPECS.
DRILL AND GROUT DOWEL WITH APPROVED CHEMICAL
**NOTE: ALTERNATE DESIGN.
SEE FOUNDATION NOTE #4 IN S-003.
FOOTING CONTINUES INTO A PAD FOOTING.
**NOTE: THIS DETAIL IS TYPICAL WHERE A STRIP
FOOTING AS SHOWN
CONTINUE INTO THE PAD
THE STRIP FOOTING SHALL
**LONGITUDINAL BARS IN
06.11
1• DECK
1• DECK
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 111-121
POMFRET
RPL
8 6 4 359 1
7
2
863 91 73.9 D C B A
DCBA
(TYP.)
ROOF BEAM
W 16 X 31
POST (TYP.)
W 8 X 35
3
S-014
POST (TYP.)
W 8 X 35
(TYP.)
ROOF BEAM
W 16 X 31
6A
S-014
GIRT (TYP.)
C 12 X 30
WALL
TOP OF FOUND.
9
S-014
(TYP.)
ROOF BEAM
POST POST
(TYP.)7
S-014
(TYP.)8
S-014
PILASTER
(TYP.)1
S-015
(TYP.)5
S-014
SCALE: „" = 1'-0"SCALE: „" = 1'-0"
SCALE: „" = 1'-0" SCALE: „" = 1'-0"
ROOF BEAM
W 24 X 68(TYP. U.N.O.)
ROOF BEAM
W 16 X 31
ROOF BEAM
W 24 X 68
(CAMBER = 5/8")
SUPPORT BEAM
W 21 X 68 MONO RAIL
5
S-015
(TYP.) 3
S-015
(TYP.)1
S-015
GIRT (TYP.)
C 12 X 30
1• DECK
278'-00"
B.F.E.
(TYP.)
W 8 X 35 POST
WALL
TOP OF FOUND.
X 1/4 DBL.
HSS 12 X 12
X 5/8
HSS 12 X 6
5
S-015
W 8 X 35
X 5/8
HSS 12 X 6
(CAMBER = 5/8")
SUPPORT BEAM
W 21 X 68 MONO RAIL
ROOF BEAM
W 24 X 68ROOF BEAM
W 24 X 68(TYP. U.N.O.)
ROOF BEAM
W 16 X 311• DECKSIDE BY SIDE (TYP.)
C 12 X 30 GIRT
C 12 X 30 HEADER
7
S-015(TYP.)10
S-014
(TYP. U.N.O.)
X 1/4
HSS 12 X 12
16'-3"
(C
LE
AR,
TYP.)
1
S-014
3
S-015
(TYP.)
14
S-014
13
S-014
(TYP.)
13
S-014
(TYP.)1
S-015BRACE (TYP.)
**L 4 X 4 X 1/2BRACE (TYP.)
**L 4 X 4 X 1/2
BRACE (TYP.)
**L 4 X 4 X 1/2
CONNECTION DETAILS OF CROSS BRACE SYSTEM.
**NOTE: REFER TO DETAIL 5/S-012 FOR TYPICAL
CONNECTION DETAILS OF CROSS BRACE SYSTEM.
**NOTE: REFER TO DETAIL 5/S-012 FOR TYPICAL
CONNECTION DETAILS OF CROSS BRACE SYSTEM.
**NOTE: REFER TO DETAIL 5/S-012 FOR TYPICAL
POST (TYP.)
W 8 X 35
(TYP.)
W 8 X 35
1• DECK
(TYP.) 1
S-017
(TYP.) 4
S-017
282'-8 3/8"
F.F.E.
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
(TYP.)1
S-016
(TYP.)4
S-017
(TYP.)1
S-017
8
S-015
(TYP.) 1
S-016
(TYP.)1
S-017
(TYP.)4
S-017
(TYP.)3
S-017
(TYP.)5
S-014
(TYP.)
12
S-014 (TYP.)12
S-0142-#5 BARS
BEAM WITH
CONT. BOND
8
S-016
(TYP.)
CONC. PIER
(TYP.)
CONC. PIER
(TYP.)
CONC. PIER
290'-0 3/8"
T.O.P.
T.O.K.W.
294'-8 3/8"
T.O.P.
T.O.K.W.
290'-0 3/8"
T.O.P.
T.O.K.W.
294'-8 3/8"
T.O.P.
T.O.K.W.
297'-10 7/8"
T.M.D.E.
ABBREVIATIONS:
B.F.E. - BOTTOM OF FOOTING ELEVATION
F.F.E. - FINISHED FLOOR ELEVATION
T.M.D.E. - TOP OF METAL DECK ELEVATION
T.O.K.W. - TOP OF KNEE WALL
T.O.P. - TOP OF PIER
T.O.B. - TOP OF BEAM
305'-4 3/8"
T.O.B.
305'-4 3/8"
T.O.B.
305'-4 3/8"
T.O.B.
305'-4 3/8"
T.O.B.
6
S-014
4
S-014
(TYP.)
(TYP.)
4
S-014
(TYP.)
294'-8 3/8"
TOP OF CMU
290'-0 3/8"
TOP OF CMU
294'-8 3/8"
TOP OF CMU
297'-10 7/8"
T.M.D.E.
POMFRET
MAINTENANCE FACILITY
CROSS BRACES (TYP.)
WORKING POINTS FOR
REFERRED HERE
T.O.B. ELEV. ISAXIS OF COLUMN
HERE
AXES INTERSECT
BRACES
AXES OF
BEAM
AXIS OF
BRACE (TYP.)
**L 4 X 4 X 1/2
FOR CROSS BRACES (TYP.)" THIS SHEET.
**NOTE: REFER TO "WORKING POINTS
RPL/DCS
(TYP.)
C 5 X 6.7
(TYP.)
ST 6 X 5 X 1/4
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S012.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
12S-0
FRAME ELEVATIONS-1
S-012
1FRAME ALONG GRIDLINE A
S-012
3FRAME ALONG GRIDLINE 1
S-012
5CONNECTIONS AT FRAMES (TYP.)
S-012
2FRAME ALONG GRIDLINE D
S-012
4FRAME ALONG GRIDLINE 9
06.12
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-
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- - -
- - - -
- - -
- - -
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THE REHABILITATION OF
POMFRET
RPLTHE POMFRET
MAINTENANCE FACILITY
DCS/RPL
P EN M L K J I H G F
KI
G
PE J NML 131211
10
13 12 11 10O
H
SCALE: „" = 1'-0"
CONNECTION DETAILS OF CROSS BRACE SYSTEM.
**NOTE: REFER TO DETAIL 5/S-012 FOR TYPICAL
CONNECTION DETAILS OF CROSS BRACE SYSTEM.
**NOTE: REFER TO DETAIL 5/S-012 FOR TYPICAL
CONNECTION DETAILS OF CROSS BRACE SYSTEM.
**NOTE: REFER TO DETAIL 5/S-012 FOR TYPICAL
SCALE: „" = 1'-0"
SCALE: „" = 1'-0"
SCALE: „" = 1'-0"
ROOF BEAM
W 24 X 68
1• DECK
BRACE (TYP.)
**L 4 X 4 X 1/2
ROOF BEAM
W 24 X 68(TYP. U.N.O.)
ROOF BEAM
W 16 X 31(TYP.)3
S-015
(TYP.)1
S-015
POST (TYP.)
W 8 X 35
WALL
TOP OF FOUND.
GIRT (TYP.)
C 12 X 30
(TYP.)5
S-014
BRACE (TYP.)
**L 4 X 4 X 1/2
6A
S-016
(TYP.)1
S-015
X 5/8
HSS 12 X 6
W 8 X 35
1
S-014
(TYP.)
16'-3"
(C
LE
AR,
TYP.)
(TYP. U.N.O.)
X 1/4
HSS 12 X 12
(TYP.)10
S-014
1• DECK
1• DECK (TYP.)
ROOF BEAM
W 16 X 31
SIDE BY SIDE (TYP.)
C 12 X 30 GIRT
C 12 X 30 HEADER
16
S-014
16
S-014
(TYP.)1
S-015
GIRT (TYP.)
C 12 X 30
WALL
TOP OF FOUND.
13
S-014
(TYP.)
(TYP.)
ROOF BEAM
W 16 X 311• DECK
POST (TYP.)
W 8 X 35
(TYP.)5
S-014BRACE (TYP.)
**L 4 X 4 X 1/2
X 5/8
HSS 12 X 6
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
278'-00"
B.F.E.
282'-8 3/8"
F.F.E.
(TYP.) 1
S-016
(TYP.)3
S-017
(TYP.)3
S-017
1
S-016 ONLY
HIGH ROOF
3
S-017
1
S-017
(TYP.)3
S-017
(TYP.)12
S-014
(TYP.)
12
S-014
ABBREVIATIONS:
(TYP.)
CONC. PIER
(TYP.)
CONC. PIER
(TYP.)
CONC. PIER
290'-0 3/8"
T.O.P.
T.O.K.W.
290'-0 3/8"
TOP OF CMU290'-0 3/8"
T.O.P.
T.O.K.W.
290'-0 3/8"
T.O.P.
T.O.K.W.
B.F.E. - BOTTOM OF FOOTING ELEVATION
F.F.E. - FINISHED FLOOR ELEVATION
T.M.D.E. - TOP OF METAL DECK ELEVATION
T.O.K.W. - TOP OF KNEE WALL
T.O.P. - TOP OF PIER
T.O.B. - TOP OF BEAM
305'-4 3/8"
T.O.B.
305'-4 3/8"
T.O.B.
305'-4 3/8"
T.O.B.
305'-4 3/8"
T.O.B.
297'-10 7/8"
T.M.D.E.
4
S-014
(TYP.)
4
S-014
(TYP.)
3
S-014
6
S-014
(TYP.)
290'-0 3/8"
TOP OF CMU
ST 6 X 5 X 1/4
(TYP.)
ROOF BEAM
W 16 X 31
(TYP.)
C 5 X 6.7
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S013.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
13S-0
FRAME ELEVATIONS-2
POST (TYP.)
W 8 X 35
S-013
1FRAME ALONG GRIDLINE 13
S-013
3FRAME ALONG GRIDLINE E
S-013
2FRAME ALONG GRIDLINE 10
S-013
4FRAME ALONG GRIDLINE P
06.13
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- - -
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DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S014.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
14S-0
STEEL DETAILS-1
POMFRET
RPL
2"2"
8"
COINCIDE
ALL CLS
OR FLANGE
WELDED TO WEB
‚
‚
2"
3"
CONNECTIONS)
BOLTS (TYP. ALL
ƒ" DIAM. A325
3"
2"
(TYP. ALL CONNECTIONS)
ƒ" DIAM. A325 BOLTS
PLT.
•" THK.
2•"
3/4" THK. CAP
BOLTS (TYP.)
5 - 3/4" DIAM. A325
1ƒ"
ALL CLS COINCIDE
BEAM (TYP.)
W 16 X 31 ROOF
AT BOTH SIDES (TYP.)
L 4 X 4 X • HANGER
1•"
(TYP.)
BRACKET
L 4 X 3 X •
‚ 1"
‚ 1"
STAGGERED
SPACED 12" O.C.
FRAME
CENTERLINE OF
1/2" THK. PLT.
TIGHTENED
BOLT FULLY
3/4" DIAM. A325
4" (T
YP.)
1ƒ
"
(T
YP.)
2•
"
(T
YP.)
1'-6"
W COLUMN
PLATE
6" X 2" X 1/2"
‚C 12 X 30
‚
•" THK. PLT.6"
1'-6"
6" 3•
"
COINCIDE
ALL CLS
•" G
AP
(TYP.)
•" THK. PLT
(TYP.)
(TYP.)
1'-6"
HSS COLUMN
HEADER
C 12 X 30
HSS COLUMN
2"
(T
YP.)
W COLUMN
S-014
W COLUMN
PER PLAN
CROSS BRACES
L 4 X 4 X 1/2
ANGLE BRACE
ANGLE BRACE
TRUSS JOIST
ROOF DECK
‚ ‚
CONTINUOUS
C 12 X 30 GIRT
ROOF DECK
‚
CONTINUOUS
C 7 X 12.25
‚
CONTINUOUS
C 12 X 30 GIRT
AND WASHERS
WITH DOUBLE NUTS
5/8" DIAM. SAG RODAND WASHERS
WITH DOUBLE NUTS
5/8" DIAM. SAG ROD
CHANNEL
CONTINUOUS
METAL PANELMETAL PANEL
CONTINUOUS
C 7 X 12.25
DR
AWIN
GS
SE
E
AR
CH.'S
DR
AWIN
GS
SE
E
AR
CH.'S
1'-6"
ROOF DECK
COLUMN
FILLER PLATE
4" SQ. X 1/2" THK.
COLUMN
GIRT
C 12 X 30
A325 BOLTS
2 - 3/4" DIAM.
3"
(T
YP.)
GIRT
C 12 X 30
(TYP.)
C 12 X 30 HEADER
GIRT
C 12 X 30
ELEVATIONS
REFER TO FRAME
FRAMING PLAN
ROOF BEAM PER
PER PLAN
ROOF BEAM
"D"
THE ROOF TRUSS JOIST MANUFACTURER.
CONTRACTOR IN COORDINATION WITH
NOTE: "D" SHALL BE DETERMINED BY THE
"D"
THE ROOF TRUSS JOIST MANUFACTURER.
CONTRACTOR IN COORDINATION WITH
NOTE: "D" SHALL BE DETERMINED BY THE
‚
A325 BOLTS
2 - 3/4" DIAM.
1'-6"
1/4
1/4
GIRT
C 12 X 30
GIRT
C 12 X 30
SHOWN
NOTE: GIRT NOT
C 12 X 30 HEADER
8„
"
‚"
1ƒ" (TYP.)
2" (TYP.)
(TYP.)
ƒ" DIAM. BOLTS
STD. HOLES FOR
PER PLAN
HSS COLUMN
4" (T
YP.)
2"
BEAM
W 24 X 68
COINCIDE
ALL CLS
(TYP.)
ONE FLANGE AS SHOWN
AT BOTH SIDES. CUT
L 4 X 3 X 1/2 HANGER
COLUMN
W 8 X 35
4"
•"
COLUMN
W 8 X 35
3/4" THK. CAP
A325 BOLTS
7 - 3/4" DIAM.
4"
1•"
1ƒ
"
(T
YP.)
2•
"
(T
YP.)
BEAM
W 24 X 68
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"11
S-014
6
S-014
COLUMN PER PLAN
OR HSS 12 X 6 X †
HSS 12 X 12 X ‚
2
S-014
16
S-014
15
S-014
SCALE: 1" = 1'-0"
12A
DRAWINGS
SYSTEM PER ARCH.'S
OUTLINE OF ROOFING
ATTACHMENT
EQUIV. MECHANICAL
5/8" PUDDLE WELD OR
(TYP.)
BRACKET
L 4 X 3 X •
OUTRIGGER
C 10 X 30
OUTRIGGER
C 10 X 30
WASHERS
WITH BEVELED
A325 BOLTS
2 - 3/4" DIAM.
PER PLAN
ROOF BEAM
SPACED 48" O.C.
C 8 X 18.75 OUTRIGGERSSPACED 48" O.C.
C 8 X 18.75 OUTRIGGERS
(TYP.)
OUTRIGGER
C 10 X 30
A325 BOLTS
2 -3/4" DIAM.
METAL DECK
METAL DECK
5•"
PER PLAN
ROOF BEAM
‚ 1"
‚ 1"
STAGGERED
SPACED 12" O.C.
SCALE 1' = 1'-0"
MECHANICAL FASTENERS
PATTERN OR EQUIVALENT
5/8" PUDDLE WELDS IN 36/7
FRAME/BEAM
CENTERLINE OF
SCALE 1' = 1'-0"
S-014
7DETAIL
S-014
8DETAIL
S-014
9DETAIL
S-014
1ELEVATION (TYP.)
S-014
2SECTION
S-014
3SECTION (TYP.)
S-014
4SECTION (TYP.)
S-014
5SECTION
S-014
11SECTION (TYP.)
S-014
10SECTION (TYP.)
S-014
6SECTION (TYP.)
S-014
A6SECTION (TYP.)
S-014
12SECTION
S-014
12ASECTION
S-014
13SECTION
S-014
14SECTION
S-014
16SECTION
S-014
15SECTION
TO ELEVATIONS.
AS SHOWN. REFER
TUBE TO OVERHANG
CONT. CHANNEL OR
6A
S-014
ROOF BEAM
(SIMILAR)
DETAIL 1/S-015
COLUMN, REFER TO
W 16 X 31 BEAM TO
THE CONNECTION OF
ALL CLS COINCIDE. FOR
(TYP.)
5/16"BACK TO BACK
ANGLE HANGERS
SCALE: 1" = 1'-0"
COLUMN
WEB OF
S-014
17SECTION
BEAM
W 24 X 68
ALL CLS COINCIDE
17
S-014
COLUMN
HSS 12 X 6 X 5/8
5/16"
5/16"
(TYP.)
(TYP.)
3"
(TYP.)
T.O.B. 305' - 4 3/8"
APPROVED BY THE ENGINEER.
SHALL BE SPECIFIED IN THE SHOP DRAWINGS AND
WITH THE ROOF TRUSS JOIST MANUFACTURER AND
DETERMINED BY THE CONTRACTOR IN COORDINATION
**NOTE: THE ACTUAL DEPTH OF CHANNEL SHALL BE
APPROVED BY THE ENGINEER.
SHALL BE SPECIFIED IN THE SHOP DRAWINGS AND
WITH THE ROOF TRUSS JOIST MANUFACTURER AND
DETERMINED BY THE CONTRACTOR IN COORDINATION
**NOTE: THE ACTUAL SIZE OF STRUCT. TUBE SHALL BE
POMFRETDCS
MAINTENANCE FACILITY
C 5 X 6.7
** CONTINUOUS
ST 6 X 5 X 1/4
** CONTINUOUS
MECHANICAL FASTENER
PATTERN OR EQUIVALENT
5/8" PUDDLE WELD IN 36/7
1'-6"
1'-6"
BEAM CENTERLINE
DRAWINGS
SYSTEM PER ARCH.'S
OUTLINE OF ROOFING
BEAM CENTERLINE
06.14
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DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S015.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
15S-0
STEEL DETAILS-2
POMFRET
RPL
3"
1…
"
(T
YP.)
(T
YP.)
COINCIDE
ALL CLS
COINCIDE
ALL CLS
2"
(TYP.)
BOTH SIDES
HANGER AT
L 4 X 3 X 1/2
(TYP.)
5/16"
4"
3"
(TYP.)
W 24 X 683"
1ƒ
"
(T
YP.)
3"
(T
YP.)
W 21 X 68
1‹
"
5"
•"
A325 BOLTS
5 - 3/4" DIAM.
COINCIDE
ALL CLS
4"
(TYP.)
BOTH SIDES
HANGER AT
L 4 X 3 X 1/2
(TYP.)
(TYP.)
BOTH SIDES
HANGER AT
L 4 X 3 X 1/2
(TYP.)
W 16 X 31
1•
"
(T
YP.)
2•
"
(T
YP.)
1•"
(TYP.)•"
(TYP.)
5/16"
A325 BOLTS
5 - 3/4" DIAM.
(TYP.)
5/16" 3"
5"
1•"
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
4
S-015
6
S-015
2
S-015
S-015
3DETAIL
S-015
4SECTION
S-015
5DETAIL
S-015
6SECTION
1'-0"
W 8 X 35
4"
S-015
1DETAIL
S-015
2SECTION (TYP.)
ALL CLS COINCIDE
W COLUMN
FLANGE OF
2•
"
A325 BOLTS
7 - 3/4" DIAM.
(SIM.)1
S-015
W 16 X 31
W 24 X 68
PLAN
COLUMN PER
•"
SCALE: 1" = 1'-0" S-015
8DETAIL AT LINTEL
SCALE: 1" = 1'-0" S-015
7DETAIL AT ROOF BEAM
ROOF BEAM
1/4"
‚" (TYP)
PLATE
8" X 4" X 1/2"
1/4"
PLATE
8" X 4" X 1/2"
1/4"
1/4"
C 12 X 30
•"
8"
HANGER
L 3 X 3 X 1/4
HANGER
L 3 X 3 X 1/4
T.O.B. 305' - 4 3/8"
OR CHANNEL
**CONT. STR. TUBE
ROOF BEAMS ALONG GRIDLINES 1, 9, E AND P.
**NOTE: STR. TUBE OR CHANNEL IS A FILLER ON
OR CHANNEL
** CONT. STR. TUBE
POMFRETDCS
MAINTENANCE FACILITY
ALL CLS COINCIDE
T.O.B. 305' - 4 3/8"
1ƒ
"
1•" (TYP.)
ALL CLS COINCIDE
CL COLUMN
2" (TYP.)
S-017
CP2
3/4" THK. CAP
w 8 x 31
A325 BOLTS
4 - 3/4" DIAM.
SCALE: 1" = 1'-0" S-015
9DETAIL (TYP.)
10
S-015
SCALE: 1" = 1'-0" S-015
10SECTION (TYP.)
06.15
STRUCTURAL TUBE
EMBEDDED 6" IN CONCRETE
48" O.C. (COUNTER-SUNKED)
5/8" DIAM. ANCHOR BOLTS AT
WITH 2-#5 REBARS
CONT. BOND BEAM
DRAWINGS
SPECIFICATIONS AND
CMU PER MANUFACTURER'S
METAL PANEL. ATTACHMENT TO
TOP OF WALL
FROM FOUNDATION TO
GROUT ALL CELLS CONT.
#5 VERT. BARS @ 16" O.C.
NAILERS.
LOCATED 6" FROM THE ENDS OF
ENDS. ALL END BOLTS SHALL BE
HAVE AT LEAST 1 BOLT AT BOTH
**NOTE: EACH NAILER PIECE MUST
ANCHOR BOLTS
**3X CONT. NAILER TO RECEIVE
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DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S016.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
16S-0
MASONRY DETAILS-1
POMFRET
RPL
2''
2''
2"
1'-0"
2 PLACES
ANCHOR BOLTS
†" DIAMETER
1•" METAL DECK
DRAWINGS
SYSTEM PER ARCH.'S
OUTLINE OF ROOFING
(2 PLACES TYP.)
WITH STD. HOOK
†" DIAM. ANCHOR BOLT
PLATE
†" THK. BASE
(2 PLACES TYP.)
WITH STD. HOOK
†" DIAM. ANCHOR BOLT
TRUSS JOIST
TOP CHORD OF
8" THK. CMU
BEARING/SHEAR WALL
(TYP. ALL JOISTS)
AFTER WALL IS IN PLACE
L 6" X 4" X ‚" X 6" LONG
TRUSS JOIST
(TYP.)
AFTER WALL IS IN PLACE
L 6" X 4" X ‚" X 5" LONG
•" (T
YP.)
1" (T
YP.)
1/4"
6"
1 1/2" METAL DECK
3/4" X 1 1/2" STRUT
BOLTED TO JOIST IN DECK FLUTE
ƒ" X 1•" STRUT @ 4'-0" O.C.
PER PLAN
C.M.U. WALL
BOND BEAM IN
SHOWN
WITH CLEARANCES AS
†" THICK BASE PLATE
1" (T
YP.)
•" (T
YP.)
‚" (
MA
X.)
SHOWN
WITH CLEARANCES AS
†" THICK BASE PLATE
C.M.U.WALL
BOND BEAM IN
(2 PLACES)
ANCHOR BOLTS
†" DIAMETER
DRAWINGS
REFER TO ARCH.'S
OF TRUSS JOIST
END OF TOP CHORD
4"
4"
ASSEMBLY
BEARING PLATE
(TYP.)
32LH12 JOIST
TOP CHORD OF
STUDS (2 PLCS.)
5/8" DIAM. BOLT
W 16 X 31
‚
(TYP.)
4"(CENTERED)
1/2"
8"4" 4"
BASE PLATE
16" X 8" X 5/8"
1'-0"
REQUIRED
LEVELING PAD AS
NON-SHRINK GROUT
ROOF BEAM
8" C.M.U.
WITH 2-#5 REBARS
CONT. BOND BEAM
(TYP.)
TRUSS JOIST
(4 PLACES, TYP.)
†" DIAM. A325 BOLT
(TYP.)
5/8" DIAM. A325 BOLT
2-#5 REBARS
CONT. BOND BEAM WITH
LEG (TYP.)
BOLT AT EACH
†" DIAM. A325
METAL DECK
DRAWINGS
ARCHITECTURAL
C.M.U. EXTENSION PER DRAWINGS
FIRE-RATED PER ARCH.'S
FLEXIBLE CLOSURE STRIP
TRUSS JOIST
EACH SIDE
1 - #5 BARMETAL DECK
ROOF JOIST
TOP FLANGE OF
HOOK
BOLT WITH STD.
†" DIAM. ANCHOR
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: ƒ" = 1'-0"
SCALE: ƒ" = 1'-0"
NO SCALE
SCALE: 1" = 1'-0"
NO SCALE
NO SCALE
6
S-016
5
S-016
5
S-016
9
S-016
13
S-016
S-016
SCALE: ƒ" = 1'-0"
11
S-016
6
S-016
5
S-016
SCALE: 1" = 1'-0"
DRAWINGS
FIRE-RATED PER ARCH.'S
COMPRESSIBLE CLOSURE STRIP
FIRE-RATING IF REQUIRED)
ARCH.'S DRAWINGS FOR
MASONRY WALL (REFER TO
LOAD IN BEARING ONTO
TO TRANSFER FULL DECK
COMPRESSIBLE CLOSURE STRIP
MECHANICAL FASTENERS
PATTERN OR EQUIVALENT
5/8" PUDDLE WELDS IN 36/7
6A
S-014
ARCH.'S DRAWINGS
ROOFING SYSTEM PER
AND STRUCTURAL TUBE
CLOSURE STRIP BETWEEN CMU
1/2" FIRE-RATED COMPRESSIBLE
1 1/2" METAL DECK
MECHANICAL FASTENERS
PATTERN OR EQUIVALENT
5/8" PUDDLE WELDS IN 36/7
ARCH.'S DRAWINGS
ROOFING SYSTEM PER
1 1/2" METAL DECK
WITH 2-#5 REBARS
CONT. BOND BEAM
CMU WALL
EMBED. 6" MINIMUM
BOLTS SPACED 48" O.C.
SHEAR AND TENSION
3/4" DIAM. COMBINATION
WITH 2 - #5 REBARS
CONT. BOND BEAM
ARCH.'S DRAWINGS
ROOFING SYSTEM PER
EMBED. 6" MINIMUM
SPACED 48" O.C.
AND TENSION BOLTS
ƒ" DIAM. COMB. SHEAR
METAL DECK
TRUSS JOIST
TRUSS JOIST
METAL DECK
14
WITH 2-#5 REBARS
CONT. BOND BEAM
WITH 2-#5 REBARS
CONT. BOND BEAM
OF TRUSS JOIST
BOTTOM CHORD
1/4
1/4
1/4
X 6" LONG
L 4 X 4 XŠ
1/2"
X 6" LONG
L 4 X 4 X 5/16PER PLAN
STEEL COLUMN
TRUSS JOIST MANUFACTURER
SIZE WITH THE JOIST
CONTRACTOR TO CONFIRM
3/4" THK. STABILIZER PLATE.
1"
COLUMNS.
JOISTS SUPPORTED ON
SHALL APPLY AT ALL ROOF
MANUFACTURER. THIS DETAIL
SIZE WITH THE JOIST
CONTRACTOR TO CONFIRM
3/4" THK. STABILIZER PLATE.
NO SCALENO SCALE
16
S-016
SEE NOTE
**CMU WALL
AND RUNNING PERPENDICULAR TO ROOF TRUSS JOISTS.
NON-BEARING CMU WALLS WITH HEIGHT GREATER THAN 12 FEET
**NOTE: CMU LATERAL SUPPORT. THIS DETAIL SHALL APPLY FOR
SEE NOTE
**CMU WALL
AND RUNNING PARALLEL TO ROOF TRUSS JOISTS.
NON-BEARING CMU WALLS WITH HEIGHT GREATER THAN 12 FEET
**NOTE: CMU LATERAL SUPPORT. THIS DETAIL SHALL APPLY FOR
S-016
5SECTION
S-016
7SECTION
S-016
6DETAIL
S-016
9SECTION
S-016
11SECTION
S-016
13SECTION
S-016
14DETAIL
S-016
16SECTION
(TOP OF DECK)
ELEV. 305'-10 7/8"
TOP OF DECK
ELEV. 297'-10 7/8"
POMFRETDCS
MAINTENANCE FACILITY
DRAWINGS
VENEER PER ARCH.'S
MASONRY BLOCK
DRAWINGS
VENEER PER ARCH.'S
MASONRY BLOCK
ROOF BEAM
DRAWINGS
SYSTEM PER ARCH.'S
OUTLINE OF ROOFING
PLAN
ROOF FRAMING
CALLED OUT ON
ROOF OVERHANG IF
CONTINUOUS
L 8 X 4 X 1/2"
CONTINUOUS
L 8 X 4 X 1/2
FOUNDATION PLAN
TO WALL SECTION IN
#5 VERT. BARS. REFER
FOUNDATION PLAN
TO WALL SECTION IN
#5 VERT. BARS. REFER
FOUNDATION PLAN
TO WALL SECTION IN
#5 VERT. BARS. REFER
JOIST
TRUSS
TOP OF DECK
*ELEV. 297'-10 7/8"
TOP OF DECK
*ELEV. 297'-10 7/8"
TOP OF DECK
*ELEV. 297'-10 7/8"
MANUFACTURER (TYP.)
CONTRACTOR WITH THE TRUSS JOIST
THE CMU MUST BE COORDINATED BY THE
*NOTE: THE ELEVATION OF THE TOP OF
S-016
15SECTION (TYP.)
S-016
10SECTION (TYP.)
S-016
1SECTION (TYP.)
S-016
2SECTION (TYP.)
S-016
3SECTION (TYP.)
S-016
4SECTION (TYP.)
S-016
8SECTION (TYP.)
S-016
12DETAIL (TYP.)
TRUSS JOIST
**TOP CHORD OF
AS PER MANUFACTURER'S SPECIFICATIONS.
THE REQUIRED BEARING AREA, SHALL BE
JOIST ONTO THE BASE PLATE, INCLUDING
**NOTE: THE CONNECTION OF THE TRUSS
SIDE
JOISTS SET SIDE BY
**TOP CHORDS OF TRUSS
OUT ON THE ROOF FRAMING PLAN.
INTERMEDIATE LOAD-BEARING WALL IF CALLED
SPECIFICATIONS. THIS DETAIL OCCURS ONLY AT
BEARING AREA, SHALL BE AS PER MANUFACTURER'S
ONTO THE BASE PLATE, INCLUDING THE REQUIRED
**NOTE: THE CONNECTION OF THE TRUSS JOIST
06.16
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POMFRET
RPL
DRAWINGS
FLASHING PER ARCH.'S
PANEL
INSULATED METAL
DRAWINGS
PER ARCH.'S
MASONRY VENEER
REBARS
BEAM WITH 2-#5
CONTINUOUS BOND
CMU WALL
VERT. REBARS IN
SCALE: 1" = 1'-0"
2
S-017
(6" EMBEDMENT)
ANCHOR BOLTS
2 - 5/8" DIAM.
1/4"
CONTINUOUS
L 3 X 3 X 1/4
SPACED 48" O.C.
L 3 X 3 X 1/4 X 9"
CONTINUOUS
L 3 X 3 X 1/4
1‚
"
1•"
(TYP.)3" (TYP.)
CENTERLINE
ANCHOR BOLTS
2 - 5/8" DIAM.
L 3 X 3 X 1/4 X 9"
SCALE: 1" = 1'-0"
PANEL
INSULATED METAL
DRAWINGS
FLASHING PER ARCH.'S
DRAWINGS
PER ARCH.'S
MASONRY VENEER
CONTINUOUS
L 6 X 6 X 5/16
REBARS
BEAM WITH 2-#5
CONTINUOUS BOND
ANCHOR BOLTS
WITH 2 - 5/8" DIAM.
SPACED 48" O.C.
PLT. 8" X 8" X 1/2
VERT. BARS
#5 @ 24" O.C.
5
S-017
SCALE: 1" = 1'-0"
2"
2"
COINCIDE
ALL CLS
UNDER THE PLT.
5/8" DIAM. BOLTS 1/4"
CONT. ANGLE
1/2" THK. PLT.
SCALE: 1" = 1'-0"
3
S-017
(SIM.)
CONTINUOUS
L 6 X 4 X 5/16
PANEL
INSULATED METAL
SCALE: 1" = 1'-0"
5
S-017
COLUMN SCHEDULE
ABBREVIATIONS:
PR
OJ.
ANCHOR BOLT DETAILS (TYP.)
5•
"
TOP OF BOLT
S-017
DETAIL (TYP.)
DETAIL (TYP.) DETAIL (TYP.)
DETAIL (TYP.)
S-017
S-017S-017
2" (TYP.)
2" (TYP.)
2" (T
YP.)
CP1
BP1
BP2
CP2
1" (T
YP.)
3" (TYP.)
1" (TYP.)
…" (TYP.)
(TYP.)
•"
PER PLAN
HSS COLUMN
D = 4" FOR W12 COLUMN
D = 2" FOR W8 COLUMN
ƒ" DIAM. BOLTS
STD. HOLES FOR
PER PLAN
W COLUMN
BASE PLT.
CAP
PER PLAN
W COLUMN
COINCIDE
ALL CENTERLINES
COLUMN LENGTH DETERMINANT
1"
S-017 S-017
S-017 S-017
CP1 CP1B
BP1 BP2
WALL OR PAD
FOUNDATION
PILASTER,
HSS 12 X 6 X 5/82" (T
YP.)
HSS 12 X 6 X 5/8
2"2'-0" (
MIN.)
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
AND IS GIVEN AGAINST THE TOP OF SLAB.
** THIS ELEVATION CORRESPONDS TO THE TOP OF THE 1-INCH THICK NON-SHRINK GROUT
CONTRACTOR SHALL VERIFY ALL COLUMN LENGTHS PRIOR TO FABRICATION.
* COLUMN LENGTH INCLUDES BASE PLATE AND CAP PLATE THICKNESSES, WHERE APPLICABLE.
ELEVATION**
BASE PLATE
BOTTOM OF
PLATE
INCLUDING CAP
TOP OF COLUMN
COLUMN TYPE
LENGTH*
COLUMNDESIGNATION
COLUMN GRIDLINE
AND WEB (TYP)
WELD AT FLANGE
‚
‚"
‚"
‚"
GROUT
1" NON-SHRINK
GRADE 36
F1554 BOLT ƒ" DIAM.
GRADE A, A563
NUT AND WASHER
AMERICAN STD. HEX
CAP
(TYP.)
ƒ" DIAM. BOLTS
STD. HOLES FOR
CONCRETE
TOP OF
PER PLAN
HSS COLUMN
APPLIED HERE
COLUMN IS
OF LENGTH OF
DETERMINATION
CHAMFER
ƒ" X ƒ"
GROUT
NON-SHRINK
CAP
IS APPLIED HERE
LENGTH OF COLUMN
DETERMINATION OF
BASE PLATE
REFER TO PLAN
W OR HSS COLUMN
B.F.E. - BOTTOM OF FOOTING ELEVATION
F.F.E. - FINISHED FLOOR ELEVATION
T.O.K.W. - TOP OF KNEE WALL
T.O.P. - TOP OF PIER
T.O.B. - TOP OF STEEL
S-017
5SECTION
1/4"
POMFRETDCS
MAINTENANCE FACILITY
D/3, D/4, D/5, D/6, D/7
10/K, 10/L, 10/M, 10/N
10/G, 10/H, 10/I, 10/J(U.N.O.)
PL 20 X 16 X 3/4
281'-11 3/8" 305'-4 3/8"
D/8 281'-11 3/8"
281'-11 3/8"
281'-11 3/8"HSS 12 X 6 X 5/8
10/O, 10/F
D/2
22'-1 1/8"
21'-5 1/4"S-017
DETAIL (TYP.)
2" (TYP.)
2" (T
YP.)
BP1A
2" (T
YP.)
SCALE: 1" = 1'-0"
‚"
(TYP.)
ƒ" DIAM. BOLTS
STD. HOLES FOR
S-017
DETAIL (TYP.)
2" (TYP.)
2" (T
YP.)
BP1B
2" (T
YP.)
SCALE: 1" = 1'-0"
‚"
5"(TYP.)
HSS 12 X 6 X 5/8
S-017
BP1A
S-017
BP1B
PER PLAN
DBL. HSS COLUMN(TYP.)
2"
(TYP.)
3/4" DIAM. BOLTS
STD. HOLES FOR
305'-4 3/8"
304'-0 1/2"
303'-4 5/8"
W 8 X 35
W 8 X 35
15'-4 1/4"
10'-7"
23'-5"
23'-5"
13/K, 13/L, 13/M, 13/N
13/G, 13/H, 13/I, 13/J
P/10, P/11, P/12, P/13
E/10, E/11, E/12, E/13
A/6, A/7, A/8
9/A, 9/B, 9/C, 9/D
A/3, A/3.9
1/A, 1/B, 1/C, 1/D
305'-4 3/8"
305'-4 3/8"
PL 13 X 7 X 3/4
290'-1 3/8"
294'-9 3/8"
SIZE (IN.)
BASE PLATE
SIZE (IN.)
CAP PLATE
(U.N.O.)
PL 13 X 13 X 3/4
PL 20 X 16 X 3/4
PL 20 X 16 X 3/4
PL 20 X 16 X 3/4
PL 13 X 7 X 3/4
PL 13 X 7 X 3/4
X 3/4
PL 10 1/8 X 10
HSS 12 X 12 X 1/4
X 3/4
PL 8 3/4 X 8 3/4
X 3/4
PL 8 3/4 X 8 3/4
X 3/4
PL 10 1/8 X 10
DETAIL (TYP.)
S-017
CP1B
(TYP.)
•"
PER PLAN
HSS COLUMN
SCALE: 1" = 1'-0"
‚"
CAP
S-017
CP2
(FOR D/4 + D/5)
PL 32 X 16 X 3/4
(FOR D/4 + D/5)
PL 25 X 13 X 3/4
W 8 X 31(2 PLACES)
AT FUEL PIPE SUPPORTT.B.D. T.B.D. T.B.D.PL 10 X 10 X 3/4 X 3/4
PL 8 3/4 X 8 3/4
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S017.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
17S-0
COLUMN SCHEDULE
MASONRY DETAILS-2
S-017
1DETAIL AT LEDGER (TYP.)
S-017
2ATTACHMENT DETAIL
S-017
3ATTACHMENT DETAIL (TYP.)
S-017
4ATTACHMENT DETAIL (TYP.)
06.17
SCALE: 1' = 1'-0"
FOR NON-LOAD BEARING MASONRY WALLS
MASONRY OPENING
3'-0" OR LESS
OVER 3'-0" TO 6'-0"
OVER 6'-0" TO 8'-0"
ANGLE SIZE
3•" x 3•" x Š"
5" x 3•" x Š"
6" x 3•" x Š"
8"
8"
8"
LOOSE LINTEL SCHEDULE
WALL OPENING
INTERIOR MASONRY
(DBL. ANGLES BACK TO BACK)
OPENINGS
EACH SIDE OF ALL
ADD 1 # 5 DOWELL
ABOVE OPENING
EXTEND 2'-0''
REBAR SHOULD
ALL OPENINGS.
EACH SIDE OF
ADD 1 # 5 VERT.
SEE SCHEDULE
STEEL LINTEL
OPENING
BEARING EA. END
8" MINIMUM WIDTH.
GROUT JAMBS OF MASONRY OPENINGS 6'-0" OR LARGER FULL HEIGHT FOR
OR BRICK BEARING PAD UNDER ALL LINTELS, UNLESS NOTED OTHERWISE.
6. PROVIDE A MINIMUM OF 8" X WALL THICKNESS X 8" HIGH GROUTED CMU
5. PROVIDE A MINIMUM OF 6-INCH BEARING ON BRICK OR CONCRETE BLOCK.
4. THE LONGER LEG OF ANGLE SHALL BE VERTICAL.
5/8" DIAMETER BOLTS SPACED 3'-0" O.C.
3. ALL DOUBLE ANGLES OVER 5'-0" LONG ARE TO BE BOLTED TOGETHER WITH
2. LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED.
EACH 4-INCH OF WALL THICKNESS.
SHALL CONSIST OF SINGLE ANGLE WITH 3• INCH LEG HORIZONTAL FOR
OPENINGS AND RECESSES U.N.O. LINTELS NOT SCHEDULED ON DRAWINGS
1. CONTRACTOR SHALL SUPPLY LOOSE ANGLE LINTELS OVER ALL MASONRY
NOTES:
OPENINGS
EACH SIDE OF ALL
ADD 1 # 5 DOWELL
ABOVE OPENING
EXTEND 2'-0''
REBAR SHOULD
ALL OPENINGS.
EACH SIDE OF
ADD 1 # 5 VERT.
SEE SCHEDULE
STEEL LINTEL
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NTSNTS
SCALE: 1' = 1'-0" SCALE: 1' = 1'-0"
(FULLY GROUTED)
BOTH SIDES OF JOINT
PROVIDE #5 BAR AT
MAX. GROUT LIFT = 48"
CONTINOUSLY GROUTED.
REINFORCED CELLS TO BE
COURSE OF BLOCK
PLACED EVERY SECOND
HORIZONTAL REINF.
COURSE OF BLOCK
PLACED EVERY SECOND
HORIZONTAL REINF.
INTERLOCK BLOCKS.
WALL (U.N.O.) DO NOT
AND INTERIOR PARTITION
BETWEEN EXTERIOR WALL
PROVIDE CONTROL JOINT
MAX. GROUT LIFT = 48"
ALL REINFORCED CELLS
GROUT CONTINOUSLY
BACKER ROD (TYP.)
JOINT SEALANT AND
REINFORCEMENT (TYP.)
CMU WALL CORNER
REINFORCEMENT (TYP.)
CMU WALL INTERSECTION
EXTERIOR WALL CONTROL JOINT (TYP.) INTERIOR WALL CONTROL JOINT (TYP.)
POMFRET
MAINTENANCE FACILITY
JOINT GASKET
**PRE-FORMED
SHALL NOT CROSS THE JOINT
HORIZONTAL REINFORCEMENT
(FULLY GROUTED)
AT BOTH SIDES OF JOINT
PROVIDE NO. 5 REBAR
BRICK VENEER
INSULATION
CAVITY SPACE
JOINT GASKET
**PRE-FORMED
(FULLY GROUTED)
AT BOTH SIDES OF JOINT
PROVIDE NO. 5 REBAR
BRICK VENEER
INSULATION
CAVITY SPACE
JOINT GASKET
**PRE-FORMED
BACKER ROD (TYP)
JOINT SEALANT AND
EXPANSION JOINT
BACKER ROD (TYP)
JOINT SEALANT AND
EXPANSION JOINT
BACKER ROD (TYP)
JOINT SEALANT AND
CONTROL JOINT
BACKER ROD (TYP)
JOINT SEALANT AND
CONTROL JOINT
WITH A PROVISION FOR A GROUTED SHEAR KEY.
MANUFACTURER'S SPECIFICATIONS, OR USE CMU BLOCKS
BE CAPABLE TO TRANSFER OUT-OF-PLANE LOADS PER
**NOTE: THE PRE-FORMED GASKET MATERIAL SHOULD
WITH A PROVISION FOR A GROUTED SHEAR KEY.
MANUFACTURER'S SPECIFICATIONS, OR USE CMU BLOCKS
BE CAPABLE TO TRANSFER OUT-OF-PLANE LOADS PER
**NOTE: THE PRE-FORMED GASKET MATERIAL SHOULD
DRAWING
OFFSET PER ARCH.'S
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S018.dgnPlotted Date:
CONNECTICU
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MASONRY DETAILS-3
SHALL NOT CROSS THE JOINT
HORIZONTAL REINFORCEMENT
SHALL NOT CROSS THE JOINT
HORIZONTAL REINFORCEMENT
06.18
1
1
1
1
1
11
1
1
1
1
1
1
1
2" (T
YP.)
CHAMFER
ƒ" X ƒ"
CONTRACTION JOINT
2" (T
YP.)
(TYP)
ƒ" X ƒ" CHAMFERS
JOINT (TYP.)
AT CONTROL
REBAR DISCONTINUES
PREFORMED JOINT SEALER
APPROVED SEALANT AND
•" PERIMETER ISOLATION WITH
(TYP.)
CHAMFER
ƒ" X ƒ" PERIMETER PIER
(TYP.)
CHAMFER
ƒ" X ƒ"
JOINT (TYP.)
CONTRACTION
SEALER
AND PREFORMED JOINT
WITH APPROVED SEALANT
•" PERIMETER ISOLATION
INTERIOR PIER
REINF.
TYPICAL WALL
(WHERE REQ'D)
WATER STOP
PER SPECIFICATION
JOINT FILLER AND SEALANT
GROOVE
•" WIDE BY 1•" DEEP
PREFORMED JOINT SEALER
APPROVED SEALANT AND
•" PERIMETER ISOLATION WITH
1'-0"
#4 @ EF
2'-0" (MIN.)
2'-0" (
MIN.)
2'-0" (MIN.) 2'-0" (MIN.)
2'-0" (
MIN.)
2'-0" (MIN.)
2'-0" (
MIN.)
2'-0" (MIN.)
2"
JOINT SEALER
AND PREFORMED
APPROVED SEALANT
1/2" ISOLATION WITH
STR. TUBE COLUMN
W.W.M.
SIDES OF COLUMN
EXTEND 12" MIN. AT BOTH
W.W.M. BENT TO SUIT AND
PROVIDE TWO STRANDS OF
BREAK IN SLAB
JOINT
SAWED CONTROL
OR FOUNDATION WALL
OUTSIDE EDGE OF SLAB
JOINT (TYP.)
SAWED CONTROL
1/3 T
2/3 T
THE OTHER SIDE EXPOSED TO CONCRETE.
3) DOWEL SLEEVES SHALL BE USED ON ONE SIDE OF JOINT WITH
BE INSTALLED AFTER POUR.
AGAINST' DISPLACEMENT PRIOR TO POUR. DOWELS SHALL NOT
2) DOWELS OR DOWEL SLEEVES SHALL BE INSTALLED AND SECURED
1) CONSTRUCTION JOINT SHALL BE FORMED FULL DEPTH OF SLAB.
NOTES:
SLAB CONSTRUCTION JOINT (TYP.)
WWM SLEEVE
DOWELPOURS
AGENT BETWEEN
PROVIDE BONDING
STEEL DOWEL @ 12" O.C.
1'-6" x ƒ" DIAM. SMOOTH
SLAB CONTROL JOINT
WITH JOINT FILLER
CONTROL JOINT
T/4 DEEP SAWN
WWM
SLAB ON GRADE
SLAB ON GRADE
CORNER PIER
ISOLATION JOINT AT PERIMETER PIERS
ISOLATION JOINT AT INTERIOR PIERS
ISOLATION JOINT AT CORNER PIERS
ISOLATION JOINT AT STR. TUBE COLUMN
SLAB ON GRADE ISOLATION JOINT
WALL CONTROL JOINT
WALL CONSTRUCTION JOINT
ADDITIONAL REBARS AT PENETRATIONS
REBARS AT WALL INTERSECTONS
REBARS AT WALL CORNERS (ALTERNATE)
REBARS AT WALL CORNERS
FOUNDATION WALL CONTROL JOINT
AT BUILDING EXPANSION JOINT
APPROVED BY ENGINEER. DETERMINED BY CONTRACTOR AND3) CONSTRACTION JOINT LOCATION TO BE
BEYOND JOINT.2) REINFORCING SHALL EXTEND 2'-0" (MIN.)
FROM ANY CORNER1) CONSTRUCTION JOINT SHALL BE 1'-0" (MIN.) NOTES:
(BOTH SIDES)
•" X•" JOINT SEALANT
•" X 1" JOINT FILLER WITH
BOTH SIDES OF WALLSIMILAR APPLICATION ON
IN ADHESIVE
FELT STRIP BELOW GRADE. HOLD
PROTECTIVE COVER OF 12" WIDE
SLAB ON GRADE
AND SPACINGWALL REBARS IN SIZEDOWELS TO MATCH ALL
WALL REBARS
WALL REBARS
WALL REBAR
SIZE AND SPACING
ALL WALL REBARS IN
DOWELS TO MATCH
WALL REBARS
WALL REBARS
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MAINTENANCE FACILITY
HORIZONTAL BARS
HORIZONTAL BARS
BOTH SIDES
HORIZONTAL BARS ON
ON JOINT AND TO MATCH
48" LONG BARS CENTERED
(TYP.)
AND 1/2" X 1/2" JOINT SEALANT
WITH 1" X 1/2" JOINT FILLER
1 3/4" DEEP GROOVE FILLED
(TYP.)
3/4" X 3/4" CHAMFERSONLY HELD IN ADHESIVE (TYP.)
FELT STRIP AT BELOW GRADE
PROTECTIVE COVER OF 12" WIDE
•"
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MST_STR_0111_0121_S019.dgnPlotted Date:
CONNECTICU
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CONCRETE DETAILS
MISC. TYPICAL 06.19