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



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:

SIGNATURE/

APPROVED BY:

OFFICE OF ENGINEERING

...\FD_MST_STR_0111_0121_S001.dgnPlotted Date:

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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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CHECKED BY:


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PROJECT NO.

DRAWING NO.

SHEET NO.











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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


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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POMFRETDCS

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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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8/5/2015

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SIGNATURE/

APPROVED BY:



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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


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:


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DRAWING NO.

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SCALE AS NOTED

8/5/2015

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SLAB PLAN-1

POMFRET


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

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APPROVED BY:



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SLAB PLAN-2

POMFRETDCS

RPLPOMFRET


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

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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:

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DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

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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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CONNECTICU

T

DE

PA

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ME

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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


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


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


8"

7

A

6"

SCALE: •" = 1'-0"

(2 PLACES REVERSED)

COLUMN LINE 9/B, 9/C, E/11, E/12


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,


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

10S-0


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


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.


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.


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


THROUGHOUT

SPACING OF STIRRUPS


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


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


OF 1•"

WITH CONC. COVER


OF 1•"

WITH CONC. COVER


OF 1•"

WITH CONC. COVER


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


„" 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.


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

11S-0


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


#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


#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.


INTO MASONRY

TO EXTEND 24" MIN.


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


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


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





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


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:

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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


06.12

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THE REHABILITATION OF

POMFRET

RPLTHE POMFRET


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"







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.



T.M.D.E. - TOP OF METAL DECK ELEVATION



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:

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13S-0

FRAME ELEVATIONS-2

POST (TYP.)

W 8 X 35

S-013


S-013

3FRAME ALONG GRIDLINE E

S-013


S-013

4FRAME ALONG GRIDLINE P

06.13

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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


C 5 X 6.7

** CONTINUOUS

ST 6 X 5 X 1/4

** CONTINUOUS

MECHANICAL FASTENER


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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8/5/2015

BLOCK:

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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


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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DRAWING NO.

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8/5/2015

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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




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




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


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


FOUNDATION PLAN

TO WALL SECTION IN


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





T.O.B. - TOP OF STEEL

S-017

5SECTION

1/4"

POMFRETDCS


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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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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POMFRETDCS

RPL

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


CMU WALL CORNER


CMU WALL INTERSECTION

EXTERIOR WALL CONTROL JOINT (TYP.) INTERIOR WALL CONTROL JOINT (TYP.)

POMFRET


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CONNECTICU

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18S-0

MASONRY DETAILS-3





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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POMFRETDCS

RPLPOMFRET


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CONNECTICU

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19S-0

CONCRETE DETAILS

MISC. TYPICAL 06.19

06 - structural - ct.gov-connecticut's official state …€¦ · · 2015-08-19masonry...

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