3. Drawings_0413-0801 Upgrade Building 5 Incinerator As-Built Drawings 3-9-2011.pdf

OPEN

OPEN

8" CMU WITH

#5 AT 48" OC

(E) 6" ELEVATED

SLAB EL ( +0' - 0" )

(E) 5" SLAB ON GRADE

EL ( +0' - 0" )

/2 V

IF

12" CMU

INFILL

GROUT

SOLID

S1.01

S1.01

NOTE 1

7' - 6"

PATCH

SLAB ON

GRADE

AT WALL

DEMO

V

IF

EXISTING

CONCRETE CURB

S1.01

S1.01(E) 5" SOG

EL ( +0' - 0" )

W8x21

W8x21

3' - 9"

/2

S1.01

S1.01

S1.01

S1.01

EXISTING METAL

ROOF DECK

(E K

(E K

(E K

(E K

(E K

(E K

(E K

(E K

(E K

(E K

L

(E) 10K1

(E) 10K1

(E) 10K1

(E) 10K1

(E) 10K1

(E) 10K1

(E) 10K1

(E K

(E K

(E K

(E K

(E K

(E K

(E K

EXISTING 12" CMU

WALL (TYP)

STRUCTURAL DRAWING SYMBOLS

OPEN

DETAIL REFERRED TO

BY SECTION CUT

SHEET DETAIL IS

LOCATED ON

ELEVATION MARK

FLOOR SLAB OR

ROOF DECK OPENING

S1

PLAN OR DETAIL NAME

3/4"=1'-0"

PLAN OR DETAIL NAME

SCALE OF PLAN OR DETAIL

PLAN OR DETAIL NUMBER

STRUCTURAL ABBREVIATIONS LIST

UNO

TYP

T/

SP

SIM

PSI

PSF

PCF

OC

NTS

NO

N

MISC

MIN

MAX

LLV

LLH

KIP

K f'c

EXIST

EW

EQ

CONT

CMU

CL

Ø

VIF

VWA

(E)

UNLESS NOTED OTHERWISE

TYPICAL

TOP OF

SPACE(S)

SIMILAR

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POUNDS PER CUBIC FOOT

ON CENTER

NOT TO SCALE

NUMBER

NORTH

MISCELLANEOUS

MINIMUM

MAXIMUM

LONG LEG VERTICAL

LONG LEG HORIZONTAL

KILOPOUND (1,000 POUNDS)

KIP (1,000 POUNDS)

CONCRETE COMPRESSIVE STRENGTH

EXISTING

EACH WAY

EQUAL

CONTINUOUS

CONCRETE MASONRY UNIT

CLEAR

DIAMETER

AT

NUMBER

VERIFY IN FIELD

VERIFY WITH ARCHITECTURAL DRAWINGS

EXISTING

REF REFERENCE, REFER TO

INTERNATIONAL BUILDING CODE (IBC) 2006

AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318-05)

AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES (ACI 530-05)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS

ALLOWABLE STRENGTH DESIGN (ASD)(AISC 360-05) THIRTEENTH EDITION, 2005

AMERICAN WELDING SOCIETY D1.1

CODES:1.

DESIGN LOADS:2.

DESIGN CRITERIA

LIVE LOADS

INCINERATOR ROOM 100 PSF UNREDUCIBLE

SPECIFIED 28-DAY CONCRETE COMPRESSIVE STRENGTHS (f'c)3.

ELEVATED SLABS, AND PATCHING 4000 PSI

CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO THE

FOLLOWING STANDARDS:

4.

DEFORMED BARS ASTM A615, GRADE 60 Fy = 60 KSI

MATERIALS FOR CONCRETE UNIT MASONRY SHALL CONFORM TO THE FOLLOWING STANDARDS:5.

CONCRETE MASONRY UNITS

MORTAR MATERIALS

GROUT FOR MASONRY

REINFORCING STEEL FOR MASONRY

PLATE AND BENT BAR ANCHORS

SHEET METAL ANCHORS AND TIES

WIRE MESH TIES

WIRE TIES AND ANCHORS

ANCHOR BOLTS FOR MASONRY

ASTM C90

ASTM C270, TYPE S

ASTM C476

ASTM A615, GRADE 60 (UNO)

ASTM A36

ASTM A1008

ASTM A185

ASTM A951

ASTM A307, GRADE A

MINIMUM 28 DAY COMPRESSIVE STRENGTHS FOR MASONRY (f'm):6.

DESIGN ASSEMBLY STRENGTH, f'm

INDIVIDUAL CONCRETE MASONRY UNITS

MORTAR FOR MASONRY (TYPE S REQUIRED)

GROUT FOR MASONRY

1500 PSI

1900 PSI

1800 PSI

2000 PSI

STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS:7.

ANGLES AND PLATES

ELECTRODES FOR ARC WELDING

ASTM A36

AWS 5.1, E70XX

Fy = 36 KSI

NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER, NOR THE PRESENCE OF THE ENGINEER OR HIS

OR HER EMPLOYEES AND SUBCONSULTANTS AT THE CONSTRUCTION SITE, SHALL RELIEVE THE

CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES, AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES, OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING, OR COORDINATING ALL PORTIONS OF THE WORK OF

CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY

PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ENGINEER AND HIS OR HER PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER

ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY

PRECAUTIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY. THE ENGINEER AND THE ENGINEER'S CONSULTANTS SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR'S

GENERAL LIABILITY INSURANCE POLICY.

1.

STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE ARCHITECTURAL AND MECHANICAL DETAILS.

CONTRACTOR SHALL SO CONSTRUCT THE WORK SO THAT IT WILL CONFORM TO THE CLEARANCES

REQUIRED BY ARCHITECTURAL, MECHANICAL AND ELECTRICAL DESIGN.

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.

DETAILS AND NOTES ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR

SITUATIONS ELSEWHERE.

2.

3.

4.

GENERAL NOTES

ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR DUCTS, PIPES, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND SHALL

BE VERIFIED PRIOR TO FORMING.

DIMENSIONS, NOTES, AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND

TYPICAL DETAILS.

WHERE NEW CONSTRUCTION INTERFACES WITH EXISTING CONDITIONS, FIELD VERIFY EXISTING DIMENSIONS, MEMBER SIZES AND ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO STARTING CONSTRUCTION. ALL

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT.

5.

6.

7.

REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESS NOTED OTHERWISE.

SIZE AND LOCATIONS OF ALL INTERIOR AND EXTERIOR MASONRY WALLS.

SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS,

CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.

SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS UNLESS NOTED OTHERWISE.

FLOOR, WALL AND ROOF FINISHES.

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

FIRE PROTECTION REQUIREMENTS.

8.

A.

B.

C.

D.

E.

F.

G.

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:9.

PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN.A.

ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.B.

CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.C.

SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES OR CURBS AND ANCHOR BOLTS FOR

MOTOR MOUNTS.

D.

SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, AND OTHERS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE ARCHITECT. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED, INITIALED AND DATED INDICATING REVIEW BY THE CONSTRUCTION MANAGER/GENERAL

CONTRACTOR.

10.

SHOP DRAWINGS PREPARED BY THE SUBCONTRACTORS, SUPPLIERS, AND OTHERS SHALL BE REVIEWED BY THE ARCHITECT ONLY FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. REVIEW BY THE ARCHITECT SHALL NOT BEGIN WITHOUT THE PRIOR COORDINATION AND REVIEW BY THE GENERAL CONTRACTOR. WORK SHALL NOT BEGIN WITHOUT REVIEW BY THE ARCHITECT. NOTATIONS MADE BY THE ARCHITECT ON THE SHOP DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE

REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS.

11.

THE COST OF ADDITIONAL DESIGN WORK DUE TO ERRORS OR OMISSIONS BY THE CONTRACTOR IN

CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR.

12.

CONCRETE

AT EDGES OF SLAB OPENING INFILL, SANDBLAST ALL EXISTING CONCRETE SURFACES OLDER THAN 28 DAYS AGAINST WHICH CONCRETE IS TO BE PLACED UNLESS DIRECTED OTHERWISE IN WRITING BY

ENGINEER.

1.

CUTTING OF REINFORCING WHICH CONFLICTS WITH EMBEDDED OBJECTS IS NOT ACCEPTABLE.2.

CORE DRILLING CONCRETE IS NOT PERMITTED UNLESS NOTED OTHERWISE OR APPROVED IN WRITING BY THE ARCHITECT. NOTIFY THE ARCHITECT IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

3.

CONFIRM WITH ARCHITECT THAT MATERIALS TO BE EMBEDDED ARE SUITABLE FOR EMBEDMENT IN

CONCRETE.

4.

THE OUTSIDE DIAMETER OF EMBEDDED CONDUIT OR PIPE SHALL NOT EXCEED 1/3 OF THE SLAB

THICKNESS IN STRUCTURAL SLABS, INCLUDING AT CROSS-OVERS, AND SHALL BE PLACED

BETWEEN THE TOP AND BOTTOM REINFORCING WITH A MINIMUM 3" CLEAR COVER. CONDUIT OR

PIPE RUNNING PARALLEL TO EACH OTHER SHALL BE SPACED AT LEAST 8" APART AND NO MORE THAN (2) RUNS STACKED VERTICALLY IN THE SLAB. CONDUIT OR PIPE SHALL NOT BE EMBEDDED IN

ANY SUPPORTED SLAB LESS THAN 6" THICK.

5.

PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 INCH CHAMFER, UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS.

6.

INTERNALLY VIBRATE ALL CAST-IN-PLACE CONCRETE EXCEPT SLABS-ON-GRADE WHICH NEED ONLY BE

VIBRATED AROUND UNDER FLOOR DUCTS AND OTHER EMBEDDED ITEMS.

7.

DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN STRUCTURAL CONCRETE FLOOR SYSTEMS

WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT.

8.

THE DESIGN AND ENGINEERING OF FORM WORK, AS WELL AS ITS CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMS SHALL BE DESIGNED TO HAVE SUFFICIENT STRENGTH TO SAFELY WITHSTAND THE LOADS RESULTING FROM PLACEMENT AND VIBRATION OF THE CONCRETE, AND SHALL ALSO BE DESIGNED FOR SUFFICIENT RIGIDITY TO MAINTAIN SPECIFIED TOLERANCES. CONTRACTOR SHALL SUBMIT DETAILED FORM WORK SHOP DRAWINGS TO THE ARCHITECT TO BE REVIEWED FOR GENERAL

COMPLIANCE WITH THE DESIGN CONCEPT ONLY.

9.

MIX - SLAB ON GRADE AND ELEVATED SLAB CONC:

COARSE AGGREGATE

FINE AGGREGATE

SLUMP

MAXIMUM W/C RATIO

AIR CONTENT

OTHER REQUIREMENTS

MIX - MASONRY FILL CONC:

COARSE AGGREGATE

FINE AGGREGATE

SLUMP

MAXIMUM W/C RATIO

AIR CONTENT

100% PASSING 1 1/2" SIEVE

100% PASSING 3/8" SIEVE

4” TO 6”

0.50

NOT APPLICABLE

USE WATER REDUCING

ADMIXTURE TO ACHIEVE

SLUMP SPECIFIED

100% PASSING 1/2" SIEVE

100% PASSING NO. 8 SIEVE

5” TO 8”

0.50

NOT APPLICABLE

10.

11.

REINFORCING STEEL

FOR CAST-IN-PLACE CONCRETE THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR

REINFORCEMENT UNLESS NOTED OTHERWISE:

1.

SLABS, WALLS, JOISTS NOT EXPOSED

TO WEATHER OR IN CONTACT WITH EARTH

NO. 11 BARS OR SMALLER 3/4 INCHES

DIMENSIONS OF CONCRETE COVER FOR REINFORCEMENT INDICATED ON DRAWINGS ARE TO OUTERMOST

REINFORCING BARS.

2.

BAR SPLICES: SPLICE REINFORCING WHERE INDICATED ON THE DRAWINGS. ALL SPLICES SHALL BE CLASS 'B' AS DEFINED IN ACI 318. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS, PROVIDE LAP LENGTHS (IN

INCHES) AS FOLLOWS:

3.

BAR SIZE

4000 PSI CONCRETE

ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE AMERICAN CONCRETE INSTITUTE "DETAILS AND DETAILING OF REINFORCED CONCRETE" (ACI 315) EXCEPT AS

OTHERWISE SHOWN, NOTED OR SPECIFIED.

4.

PROVIDE ADEQUATE TIES FOR ALL REINFORCING BARS AND STIRRUPS IN CONCRETE SLABS. REINFORCING BARS TO BE HELD AT CORRECT DISTANCE FROM FORMS BY ADEQUATE CONCRETE BLOCKS, STEEL CHAIRS OR TIES.

ALL REINFORCING BARS, AND OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION WITH TIES OR WELDS

PRIOR TO PLACING CONCRETE.

5.

ADHESIVE ANCHORS SHALL BE HILTI HY 150 MAX, POWER FASTENING, INC AC100 PLUS, SIMPSON ACRYLIC - TIE, OR EQUAL. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

6.

REINFORCING BARS SHALL BE BENT COLD, AND NO METHOD OF FABRICATION SHALL BE USED WHICH WOULD BE INJURIOUS TO THE MATERIAL. HEATING OF BARS FOR BENDING IS NOT PERMITTED.

7.

MASONRY (CONCRETE MASONRY UNITS)

MORTAR SHALL CONFORM TO AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) DESIGNATION CITED UNDER DESIGN CRITERIA, AND PROJECT SPECIFICATIONS. REFER TO DESIGN CRITERIA FOR MINIMUM

COMPRESSIVE STRENGTH OF MORTAR.

1.

REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT

TYPE. ALL BLOCK SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE.

3.

ALL CELLS CONTAINING REINFORCING IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, AND

WHERE NOTED IN THE DRAWINGS.

2.

STRUCTURAL STEEL

UNLESS NOTED OTHERWISE ALL WELDS SHALL BE CONTINUOUS 1/4" FILLET WELDS.3.

THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL AND STEEL

DECKING, RESPECTIVELY, FOR ARCHITECT'S REVIEW BEFORE FABRICATION.

1.

ALL WELDS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE - STEEL"

(AWS D1.1) AND BE MADE WITH APPROVED ELECTRODES.

2.

LINTELS

PROVIDE LINTELS OVER ALL OPENINGS AND RECESSES IN MASONRY CONSTRUCTION.1.

THE STRUCTURAL DOCUMENTS REFLECT THE BEST ATTEMPT TO IDENTIFY ALL WALL PENETRATIONS IN THE EXISTING AND NEW CONSTRUCTION. PENETRATIONS NOT IDENTIFIED ON THE DOCUMENTS ARE TO BE TREATED IN A MANNER SIMILAR TO THE IDENTIFIED LOCATIONS. LINTELS IN NON-BEARING MASONRY WALL OPENINGS CAN BE SIZED IN ACCORDANCE WITH THE NOTE BELOW. LINTELS THAT OCCUR IN EXISTING BEARING WALLS ARE TO BE SIZED ACCORDING TO SIMILAR CONDITIONS AND SPANS IN THE NEW CONSTRUCTION AND LINTEL SCHEDULE. BOTTOM PLATE SIZE SHALL BE A MINIMUM OF 3/8" THICK. THE WIDTH OF THE PLATE SHALL BE 3/4" LESS THAN THE FIELD VERIFIED WALL THICKNESS. THE PLATE SHALL BE THE FULL LENGTH OF THE LINTEL MEMBER. LINTELS ARE NOT REQUIRED OVER OPENINGS THAT ARE 12" WIDE OR

LESS AND AT LEAST 1 COURSE BELOW THE TOP OF THE WALL.

2.

ALL LINTELS SHALL HAVE A MINIMUM OF 8" END BEARING, UNO.3.

ALL LINTELS IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT-DIP GALVANIZED, UNO.4.

FOR ALL OPENINGS NOT OTHERWISE DETAILED OR SCHEDULED, MINIMUM LINTELS SHALL BE FOR EACH

4 INCH OF MASONRY WIDTH:

5.

0 TO 2'-0" SPAN

2'-0" TO 4'-0" SPAN

4'-0" TO 6'-0" SPAN

6'-0" TO 8'-0" SPAN

5/16" PLATE (3/4" LESS THAN WALL WIDTH)

L 3 1/2 x 3 1/2 x 1/4 L4 x 3 1/2 x 5/16 (LLV) L5 x 3 1/2 x 5/16 (LLV)

ALL ANGLES THAT ARE BACK TO BACK SHALL BE WELDED TOP AND BOTTOM 3" AT 12" MINIMUM.

LAP LENGTHS ASSUME CLEAR SPACING BETWEEN BARS OF 2 BAR DIAMETERS, AND A MINIMUM

COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BY 1.3. TOP BARS ARE DEFINED

AS HORIZONTAL BARS WITH MORE THAN 1'-0" OF FRESH CONCRETE BELOW.

#3

#4

#5

OTHER TOP

19 25

25 33

31 41

ELEVATIONS ARE BASED ON THE FIRST FLOOR ELEVATION OF (+0' - 0").13.

GENERAL INFORMATION

EXISTING AS-BUILT WIRING DIAGRAMS FOR THE PLC AND FOR OTHER SYSTEM COMPONENTS AND DEVICES

ARE NOT AVAILABLE. THE PROJECT SPECIFICATIONS REQUIRE NEW WIRING.

1.

A COPY OF THE EXISTING PLC PROGRAM IS NOT AVAILABLE. THE PROJECT SPECIFICATIONS REQUIRE A

NEW PLC PROGRAM.

SPECIFIC DATA AND DRAWINGS OF EXISTING I/O MODULES ARE NOT AVAILABLE. I/O REQUIREMENTS FOR

NEW AND RELOCATED EQUIPMENT AND THE NEW PLC PROGRAM ARE TO BE DEVELOPED

OR DETERMINED BY THE CONTRACTOR.

THE CARTS USED BY THE USDA ARE 1/2 CU-YD AND 1 CU-YD RUBBERMAID UTILITY-DUTY TILT CARTS.

2.

3.

4.

L

L

L2

(E) W12x22

(E) W12x22

(E) W12x22

(E) W12x22

(E) W12x26

(E) W12x26

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E W x

(E) W12x26

(E) W12x26

(E) W12x26

(E) W12x58

(E) W12x58

(E W x

(E W x

(E W x

(E W x

(E) W12x26

(E) W12x26

(E W x

(E W x

OPEN

OPEN

EL ( +16' - 8" )

T/WALL

AgriculturalAgriculturalAgriculturalAgricultural ResearchResearchResearchResearch ServiceServiceServiceService

REVISIONSREVISIONSREVISIONSREVISIONS

D

DATEDATEDATEDATE

TASK NO.TASK NO.TASK NO.TASK NO.

A

AG-5114-D-09-0014AG-5114-D-09-0014AG-5114-D-09-0014AG-5114-D-09-0014

U S

FACILITIES ENGINEERING BRANCHFACILITIES ENGINEERING BRANCHFACILITIES ENGINEERING BRANCHFACILITIES ENGINEERING BRANCH

UPGRADE BUILDING 5 INCINERATORUPGRADE BUILDING 5 INCINERATORUPGRADE BUILDING 5 INCINERATORUPGRADE BUILDING 5 INCINERATOR

FACILITIES DIVISIONFACILITIES DIVISIONFACILITIES DIVISIONFACILITIES DIVISION

DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION

03-09-1103-09-1103-09-1103-09-11 BELTSVILLE, MD. 20705BELTSVILLE, MD. 20705BELTSVILLE, MD. 20705BELTSVILLE, MD. 20705

5601 SUNNYSIDE AVE5601 SUNNYSIDE AVE5601 SUNNYSIDE AVE5601 SUNNYSIDE AVE

DATEDATEDATEDATE

BAILEY EDWARDBAILEY EDWARDBAILEY EDWARDBAILEY EDWARD

EPMEPMEPMEPM

AOEAOEAOEAOE

DESIGNERDESIGNERDESIGNERDESIGNER

LLGLLGLLGLLG

BED PROJECT NO.BED PROJECT NO.BED PROJECT NO.BED PROJECT NO.

CHECKED BYCHECKED BYCHECKED BYCHECKED BY

PROJECT MANAGERPROJECT MANAGERPROJECT MANAGERPROJECT MANAGER

0413-08-010413-08-010413-08-010413-08-01

REAL PROPERTYREAL PROPERTYREAL PROPERTYREAL PROPERTY

SAFETY & HEALTHSAFETY & HEALTHSAFETY & HEALTHSAFETY & HEALTH

WAYNE MYERSWAYNE MYERSWAYNE MYERSWAYNE MYERS

USDAUSDAUSDAUSDA

c 2007 BAILEY EDWARD DESIGNc 2007 BAILEY EDWARD DESIGNc 2007 BAILEY EDWARD DESIGNc 2007 BAILEY EDWARD DESIGN

PHONE: 217 - 363 - 3375PHONE: 217 - 363 - 3375PHONE: 217 - 363 - 3375PHONE: 217 - 363 - 3375

CHAMPAIGN, IL 61821CHAMPAIGN, IL 61821CHAMPAIGN, IL 61821CHAMPAIGN, IL 61821

1103 SOUTH MATTIS1103 SOUTH MATTIS1103 SOUTH MATTIS1103 SOUTH MATTIS

BAILEY EDWARD DESIGN, INC.BAILEY EDWARD DESIGN, INC.BAILEY EDWARD DESIGN, INC.BAILEY EDWARD DESIGN, INC.

DESIGN FIRM LICENSE NO. #184-001962DESIGN FIRM LICENSE NO. #184-001962DESIGN FIRM LICENSE NO. #184-001962DESIGN FIRM LICENSE NO. #184-001962

WAYNE MYERSWAYNE MYERSWAYNE MYERSWAYNE MYERS

DESIGNDESIGNDESIGNDESIGN

COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01

DWG. NO.DWG. NO.DWG. NO.DWG. NO.

SHEET OFSHEET OFSHEET OFSHEET OF

OHBOHBOHBOHB

REWREWREWREW CAL MATHERCAL MATHERCAL MATHERCAL MATHER

EASTERN REGIONAL OFFICEEASTERN REGIONAL OFFICEEASTERN REGIONAL OFFICEEASTERN REGIONAL OFFICE

2351 SULTANA DRIVE2351 SULTANA DRIVE2351 SULTANA DRIVE2351 SULTANA DRIVE

YORKTOWN HEIGHTS, NY 10598YORKTOWN HEIGHTS, NY 10598YORKTOWN HEIGHTS, NY 10598YORKTOWN HEIGHTS, NY 10598

WAYNE MYERSWAYNE MYERSWAYNE MYERSWAYNE MYERS

3/09/11 AS-BUILT DRAWINGS

FLOOR PLANS AND GENERAL NOTES

S1.00

1/8" = 1'-0"1

FOUNDATION PLAN

1/8" = 1'-0"3

ROOF FRAMING PLAN

N

O R HT

N

O R HT

NOTES:

1.

2.

VERIFY FLOOR INFILL SIZE WITH EQUIPMENT

MANUFACTURER.

SLOPE NEW SLAB TO TRENCH DRAIN WITH

1/4" PER FOOT SLOPE.

NOTES:

1.

2.

L3 INDICATES 3/8" PLATE LINTEL WITH 4" BEARING EACH END.

REF MECHANICAL FOR DUCT.

1/8" = 1'-0"2

CATWALK

FRAMING PLAN

N

O R HT

NOTES:

1.

2.

3.

4.

L1 INDICATES STEEL ANGLE LINTEL PER 4/S1.01.

L2 INDICATES BOND BEAM LINTEL PER 5/S1.01.

T/EXISTING CATWALK STEEL EL ( +17' - 8" ), VIF.

TOP OF CMU WALL TO BE A BOND BEAM WITH (2) #5'S CONT.

1 2

KEYNOTES:

DOWEL BOND BEAM REINFORCEMENT INTO EXISTING WALL

WITH HILTI HY 150 MAX OR EQUAL.

BRACE TOP OF WALL TO BOTTOM FLANGE OF BEAM PER

3/S1.01.

KEYNOTES:

TRENCH DRAIN - REF 7/S1.01

HSS4 1/2x4 1/2 x 1/4

CMU WALL -

REF PLAN

EXISTING SLAB

ON GRADE

EMBED DOWELS 3" INTO SLAB

WITH ADHESIVE ANCHOR

#4 AT 12" OC

#4 AT 18" OC

6" CONCRETE

ONY WAY SLAB

#4 AT 12" OC, 2'-6"

LONG EMBED 6" WITH

HILTI HY 150 MAX

C L

2"

/4 C L

EXISTING 6" CONCRETE

ONY WAY SLAB, SHORE

AS REQUIRED

3/8"Ø HILTI KWIK BOLT 3

ANCHOR AT 4'-0" OC,

EMBED 1 5/8"

STEEL BEAM - REF PLAN

MASONRY PARTITION WALL -

REF PLAN

12 GA BENT PLATE x 0'-6"

@ 48" OC

EXISTING CATWALK BEAM

BOTTOM FLANGE

M

IN

1/8 2

1/8 2

EXISTING CMU

NEW COURSE OF

MASONRY

REF ARCH

EL (REF ARCH)

T/OPENING

(3) L4x3 1/2x5/16 (LLV)

WITH 8" BEARING,

EACH END

0' - 11 5/8"

EXISTING CMU WALL TO BE SHORED AS

REQUIRED FOR INSTALLATION OF NEW LINTEL.

ANTICIPATED WALL LOAD IS 1.6 KLF.

WHERE BEARING ON EXISTING, GROUT 2

COURSES SOLID UNDER LINTEL BEARING.

NOTES:

1.

2.

1/4 3@12

1/4 3@12

GROUT FIRST

COURSE SOLID

REF

ARCH

EL (REF ARCH)

T/OPENING

8" CMU BOND BEAM

WITH (2) #5 CONT

SHORE MASONRY UNTIL GROUT FOR LINTEL HAS

REACHED ITS SPECIFIED STRENGTH.

AT CONTRACTORS OPTION, USE (2) L3 1/2x3 1/2x1/4 BACK TO BACK WELDED TOP AND

BOTTOM (3" AT 12") WITH 8" BEARING EACH END.

NOTES:

1.

2.

0' - 7 5/8"

EXISTING 6"

CONCRETE

SLAB AND BEAM

STEEL TUBE - REF PLAN

INSTALL TIGHT TO

CONCRETE BEAMS

1' - 0"

EMBED SHRINKAGE AND

TEMPERATURE BAR 6"

WITH HILTI HY-150 MAX

(1) #4 CONT IN CURB

6"

#4 WITH 180°HOOK

ON TOP AT 12" OC

(2) #5 TOP

#3 STIRRUPS AT

12" OC

(2) #6 BOTTOM,

EMBED 10" INTO

EXISTING BEAM WITH

HILTI HY-150 MAX

SLAB REINFORCMENT -

REF 2/S1.01

1'-6" MIN, COORD

WITH TRENCH DRAIN

TRENCH DRAIN -

REF MECHANICAL

DRAWINGS

CONTINUOUS 1/2"

EXPANSION JOINT ON ALL

4 SIDES OF TRENCH DRAIN

WESTEC WATERSTOP/EXPANSION

BOARD CAP

CONCRETE SLAB ON

GRADE - REF PLAN

PROVIDE MINIMUM OF

6" CONCRETE AROUND

BOTH SIDES AND

BOTTOM OF CHANNEL

1' - 6"

S L A B T H

IC

K N E S S t)

R E F P L A N

1/2"Ø x 1' - 4" SMOOTH

DOWEL BARS AT 18" OC

5" SLAB ON GRADE WITH

6x6 - W1.4xW1.4 WWR

UNBONDED

ON THIS SIDE

EXISTING SLAB

/4

EXISTING CONCRETE

SLAB AND BEAM

STEEL TUBE - REF PLAN

INSTALL TIGHT TO

CONCRETE BEAMS

STEEL BEAM -

REF PLAN

3/8"± SHIM PLATE

1/4 2

1/4 2

EXISTING CONCRETE

SLAB AND BEAM

STEEL BEAM -

REF PLAN

E Q

E Q

#4 CONT

1' - 0"

EMBED 6" WITH HILTI

HY 150 MAX

#4 CONT IN CURB

6"

#4 WITH 180°HOOK

ON TOP AT 12" OC

(2) #5 TOP

#3 STIRRUPS AT

12" OC

(2) #6 BOTTOM,

EMBED 10" INTO

EXISTING BEAM WITH

HILTI HY-150 MAX

EXISTING CONCRETE

SLAB AND BEAM

STEEL BEAM -

REF PLAN

(2) #5 CONT

#3 STIRRUPS

AT 12" OC

(2) #6 CONT

HSS4 1/2x4 1/2x 1/4 x 1'-0"

1/4 3

1/4 3

EACH END

C L

/2

NOTES:

1. PERPENDICULAR REBAR AND CURB NOT SHOWN.

EXISTING 6" CONCRETE

SLAB

STEEL BEAM - REF PLAN

(2) 3/4"Ø BOLTS IN

SLOTTED HOLES

3/8" STIFFENER PLATE

L6x4x 5/16 WITH (2) 3/4"Ø

HILTI KWIK BOLT 3 ANCHORS

SPACED 12" CENTER TO

CENTER EMBED 6 1/2"

EXISTING CONCRETE WALL

AgriculturalAgriculturalAgriculturalAgricultural ResearchResearchResearchResearch ServiceServiceServiceService

REVISIONSREVISIONSREVISIONSREVISIONS

D

DATEDATEDATEDATE

TASK NO.TASK NO.TASK NO.TASK NO.

A

AG-5114-D-09-0014AG-5114-D-09-0014AG-5114-D-09-0014AG-5114-D-09-0014

U S

FACILITIES ENGINEERING BRANCHFACILITIES ENGINEERING BRANCHFACILITIES ENGINEERING BRANCHFACILITIES ENGINEERING BRANCH

UPGRADE BUILDING 5 INCINERATORUPGRADE BUILDING 5 INCINERATORUPGRADE BUILDING 5 INCINERATORUPGRADE BUILDING 5 INCINERATOR

FACILITIES DIVISIONFACILITIES DIVISIONFACILITIES DIVISIONFACILITIES DIVISION

DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION

03-09-1103-09-1103-09-1103-09-11 BELTSVILLE, MD. 20705BELTSVILLE, MD. 20705BELTSVILLE, MD. 20705BELTSVILLE, MD. 20705

5601 SUNNYSIDE AVE5601 SUNNYSIDE AVE5601 SUNNYSIDE AVE5601 SUNNYSIDE AVE

DATEDATEDATEDATE

BAILEY EDWARDBAILEY EDWARDBAILEY EDWARDBAILEY EDWARD

EPMEPMEPMEPM

AOEAOEAOEAOE

DESIGNERDESIGNERDESIGNERDESIGNER

LLGLLGLLGLLG

BED PROJECT NO.BED PROJECT NO.BED PROJECT NO.BED PROJECT NO.

CHECKED BYCHECKED BYCHECKED BYCHECKED BY

PROJECT MANAGERPROJECT MANAGERPROJECT MANAGERPROJECT MANAGER

0413-08-010413-08-010413-08-010413-08-01

REAL PROPERTYREAL PROPERTYREAL PROPERTYREAL PROPERTY

SAFETY & HEALTHSAFETY & HEALTHSAFETY & HEALTHSAFETY & HEALTH

WAYNE MYERSWAYNE MYERSWAYNE MYERSWAYNE MYERS

USDAUSDAUSDAUSDA

c 2007 BAILEY EDWARD DESIGNc 2007 BAILEY EDWARD DESIGNc 2007 BAILEY EDWARD DESIGNc 2007 BAILEY EDWARD DESIGN

PHONE: 217 - 363 - 3375PHONE: 217 - 363 - 3375PHONE: 217 - 363 - 3375PHONE: 217 - 363 - 3375

CHAMPAIGN, IL 61821CHAMPAIGN, IL 61821CHAMPAIGN, IL 61821CHAMPAIGN, IL 61821

1103 SOUTH MATTIS1103 SOUTH MATTIS1103 SOUTH MATTIS1103 SOUTH MATTIS

BAILEY EDWARD DESIGN, INC.BAILEY EDWARD DESIGN, INC.BAILEY EDWARD DESIGN, INC.BAILEY EDWARD DESIGN, INC.

DESIGN FIRM LICENSE NO. #184-001962DESIGN FIRM LICENSE NO. #184-001962DESIGN FIRM LICENSE NO. #184-001962DESIGN FIRM LICENSE NO. #184-001962

WAYNE MYERSWAYNE MYERSWAYNE MYERSWAYNE MYERS

DESIGNDESIGNDESIGNDESIGN

COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01COPYRIGHT BAILEY EDWARD DESIGN 2009 - BED# 0413-08-01

DWG. NO.DWG. NO.DWG. NO.DWG. NO.

SHEET OFSHEET OFSHEET OFSHEET OF

OHBOHBOHBOHB

REWREWREWREW CAL MATHERCAL MATHERCAL MATHERCAL MATHER

EASTERN REGIONAL OFFICEEASTERN REGIONAL OFFICEEASTERN REGIONAL OFFICEEASTERN REGIONAL OFFICE

2351 SULTANA DRIVE2351 SULTANA DRIVE2351 SULTANA DRIVE2351 SULTANA DRIVE

YORKTOWN HEIGHTS, NY 10598YORKTOWN HEIGHTS, NY 10598YORKTOWN HEIGHTS, NY 10598YORKTOWN HEIGHTS, NY 10598

WAYNE MYERSWAYNE MYERSWAYNE MYERSWAYNE MYERS

3/09/11 AS-BUILT DRAWINGS

DETAILS

S1.01

3/4" = 1'-0"1

FOUNDATION DETAIL

1" = 1'-0"2

INFILL DETAIL

1" = 1'-0"3

MASONRY

PARTITION WALL AT CATWALK

1 1/2" = 1'-0"4

LINTEL DETAIL

1" = 1'-0"5

LINTEL DETAIL

2 2

1" = 1'-0"6

FRAMING DETAIL

3/4" = 1'-0"7

TRENCH DRAIN DETAIL

3/4" = 1'-0"8

TYPICAL SLAB

CONSTRUCTION JOINT

3/4" = 1'-0"9

FRAMING DETAIL

1" = 1'-0"10

FRAMING DETAIL

1" = 1'-0"11

FRAMING DETAIL

3/4" = 1'-0"12

FRAMING DETAIL

D A

U S

Design Firm License No. 184-000973 2882 106th Street, Des Moines, IA 50322

ENGINEERING CONSULTANTS

AS-BUILT DRAWINGS3/09/11

MD−1.00

U S

Design Firm License No. 184-000973 2882 106th Street, Des Moines, IA 50322

ENGINEERING CONSULTANTS

AS-BUILT DRAWINGS3/09/11

M−1.00

KEYNOTES

GENERAL MECHANICAL NOTES

U S

Design Firm License No. 184-000973 2882 106th Street, Des Moines, IA 50322

ENGINEERING CONSULTANTS

AS-BUILT DRAWINGS3/09/11

M−3.00

U S

Design Firm License No. 184-000973 2882 106th Street, Des Moines, IA 50322

ENGINEERING CONSULTANTS

AS-BUILT DRAWINGS3/09/11

P−1.00

KEYNOTES

GENERAL PLUMBING NOTES