659-24-903 Salisbury Steam Line Repl - Final Bid Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

MECHANICAL ELECTRICAL PLUMBING

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321.345.9026 P

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry

S te a m

L in e R e p la c e m e n t/

V A

S a lis b u ry S tm L in e R e p l.

R

M E

.r v t

/2

/2

:0

:3

P

M

GI001

COVER SHEET STEAM LINE REPLACEMENT

SALISBURY VAMC

659-24-903

09/27/2024 BA JP

100% CONSTRUCTION

DOCUMENTS

STEAM LINE REPLACEMENT

VAMC - Salisbury 1601 Brenner Avenue - Salisbury, NC 28144 PROJECT #: 659-24-903

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET

CIVIL

C-3 EXISTING CONDITIONS

C-4 DEMOLITION PLAN

C-5 SITE PLAN

C-7.03 GRADING PLAN

C-7.02 GRADING PLAN

C-7.01 GRADING PLAN

C-7.04 GRADING PLAN

C-7.05 GRADING PLAN

C-8.01 UTILITY PLAN

C-8.02 UTILITY PLAN

C-8.03 UTILITY PLAN

C-8.04 UTILITY PLAN

C-8.05 UTILITY PLAN

C-8.06 UTILITY PLAN

C-8.07 UTILITY PLAN

C-10.1 TRAFFIC CONTROL PLAN

C-10.2 TRAFFIC CONTROL PLAN

C-10.3 TRAFFIC CONTROL PLAN

STRUCTURAL

S-001 GENERAL NOTES AND ABBREVIATIONS

SS101 MANHOLE MH-10B PLANS AND ELEVATIONS - PHASE 3

SS102 MANHOLE MH-16A PLANS AND ELEVATIONS - PHASE 4

SS103 MANHOLE MH-17B PLANS AND ELEVATIONS - PHASE 4

SS104 MANHOLE MH-15A PLANS AND ELEVATIONS - PHASE 5

SS105 MANHOLE MH-17C PLANS AND ELEVATIONS - PHASE 5

SS106 MANHOLE MH-15B PLANS AND ELEVATIONS - PHASE 6

S-301 CONCRETE DETAILS AND SECTIONS

MECHANICAL

M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS

M-101 MECHANICAL - PHASING

MD103 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 3

MD104 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 4

MD106 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 6

MP101 SITE PLAN - MECHANICAL - NEW WORK - PHASE 1

MP102 SITE PLAN - MECHANICAL - NEW WORK - PHASE 2

MP103 SITE PLAN - MECHANICAL - NEW WORK - PHASE 3

MP104 SITE PLAN - MECHANICAL - NEW WORK - PHASE 4

MP105 SITE PLAN - MECHANICAL - NEW WORK - PHASE 5

MP106 SITE PLAN - MECHANICAL - NEW WORK - PHASE 6

MP107 SITE PLAN - MECHANICAL - NEW WORK - PHASE 7

MD401 MH-10B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3

MD402 MH-16A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3

MD403 MH-17B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3

MD404 MH-1 - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 4

MD405 MH-10A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD406 MH-C - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD407 MH-10B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD408 MH-16A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD409 MH-17B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MP401 MH-10B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3

MP402 MH-16A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3

MP403 MH-17B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3

MP404 MH-16A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 4

MP405 MH-17B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 4

MP406 MH-15A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 5

MP407 MH-17C- MECH PLANS AND SECTIONS - NEW WORK - PHASE 5

MP408 MH-15B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 6

MP409 B16 - MECH PLANS AND PHOTOS

MP410 B17 - MECH PLANS AND PHOTOS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL EXISTING CONDITIONS DETAILS

M-801 MECHANICAL SCHEDULES

PROJECT LOCATION

© Google/Apple/Bing Maps

FORCE PROTECT

PHYSICAL SECURITY & BLAST DESIGN

10901 FRONT BEACH ROAD, SUITE 1415

PANAMA CITY BEACH, FL 32407

502.836.4232 P

ALPHA TERRA

ENVIRONMENTAL & COMMISSIONING

8626 TESORO DRIVE, SUITE 810

SAN ANTONIO, TX 78217

210.930.2834 P

STANTON ENGINEERING

SERVICES

LIFE SAFETY & CITP REVIEW

1028 OLD COLUMBIA ROAD, SUITE 275

COLUMBIA, MD 21046

410.290.9301 P

OCMI

COST ESTIMATING

2015 AYRSLEY TOWN BLVD., SUITE 202

CHARLOTTE, NC 28273

704.280.8356 P

Revisions Date

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT, ADJUSTMENT

A/E ARCHITECT/ENGINEER

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE

ANCH ANCHOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA ENGINEERED WOOD ASSOCIATION

APRX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT(URAL)

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWC AMERICAN WOOD COUNCIL

AWPA AMERICAN WOOD PROTECTION AGENCY

AWS AMERICAN WELDING SOCIETY

AVG AVERAGE

B BOTTOM

B/ BOTTOM OF

B-B BACK-TO-BACK

BAL BALANCE

BEL BELOW

BF BRACED FRAME

BLDG BUILDING

BLK(G) BLOCK(ING)

BM BEAM

BOT BOTTOM

BP BASE PLATE, BEARING PLATE

BR BRACE(ING)

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BSMT BASEMENT

BT BENT

BTWN BETWEEN

BYD BEYOND

C STEEL CHANNEL

CAIS CAISSON

CALC CALCULATION

CANT CANTILEVER

CAP CAPACITY

C-C CENTER-TO-CENTER

CE CONCRETE ENCASED

CFM COLD FORMED METAL

CHAM CHAMFER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL/CONTRACTION JOINT

CL CENTERLINE, COLUMN LINE

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINED

COMP COMPOSITE

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COV COVER

CP CAP PLATE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSK COUNTERSUNK

CTR CENTER(ED)

CY CUBIC YARD

CYL CYLINDER

d PENNY (AS IN NAIL, Id)

DBL DOUBLE

DD DESIGN DEVELOPMENT

DEF DEFLECTION

DEG DEGREE

DEMO DEMOLITION/DEMOLISH

DEPR DEPRESS(ED)/DEPRESSION

DET(S) DETAIL(S)

DEV DEVELOP/DEVELOPMENT

DIA DIAMETER

DIAG DIAGONAL

DIM(S) DIMENSION(S)

DIR DIRECTION

DK DECK

DL DEAD LOAD

DN DOWN

do DITTO

DP DEEP

DWG(S) DRAWING(S)

DWL DOWEL

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT/EMBEDDED

ENGR ENGINEER

EO EDGE OF

EOD EDGE OF DECK

EOM EDGE OF MASONRY

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

STRUCTURAL ABBREVIATIONS

ES EACH SIDE

EXCAV EXCAVATE/EXCAVATION

EXP EXPANSION

EXT EXTERIOR

EXIST EXISTING

EW EACH WAY

F/ FACE OF

FAB FABRICATE

FB FLAT BAR

FBO FURNISHED BY OTHERS

FDN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FIN FINISH(ED)

FL(R) FLOOR

FLG FLANGE

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIREPROOFING

FRMG FRAMING

FRP FIBER-REINFORCED POLYMER

FRT FIRE RETARDANT TREATED

FS FAR SIDE

FT FEET

FTG FOOTING

FUT FUTURE

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZE(D)

GB GRADE BEAM

GC GENERAL CONTRACTOR

GLB GLUE LAMINATED BEAM

GR GRADE

GYP GYPSUM

HD HEAVY DUTY

HDR HEADER

HEF HORIZONTAL EACH FACE

HGR HANGER

HI HIGH

HIF HORIZONTAL INSIDE FACE

HK HOOK(ED)

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

H&V HORIZONTAL & VERTICAL

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING COUNCIL

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IF INSIDE FACE

IFC ISSUE FOR CONSTRUCTION

IN INCH

INCL INCLUDE(D)(ING)

INFO INFORMATION

INSTL INSTALL/INSTALLATION

INSUL INSULATION

INT INTERIOR

INV INVERT(ED)

JST(S) JOIST(S)

JT JOINT

k KIP (THOUSAND POUNDS)

KB KNEE BRACE

KSI KIPS PER SQUARE INCH

LB, # POUND

LDGR LEDGER (BOARD)

LEN LENGTH

LG LONG

LL LIVE LOAD

LLBB LONG LEGS BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOCN LOCATION

LONGIT LONGITUDINAL

LP LOW POINT

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LSL LONG SLOTTED HOLE,

LAMINATED STRAND LUMBER

LVL LAMINATED VENEER LUMBER

LW LONG WAY

LWC LIGHT WEIGHT CONCRETE

M MOMENT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL & PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MONO MONOLITHIC

MPH MILES PER HOUR

MTL METAL

NA NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

O-O OUT-TO-OUT

OPG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OSL OUTSTANDING LEG,

ORIENTED STRAND LUMBER

OVS OVERSIZED HOLE

PAF POWDER ACTUATED FASTENER

PC PRECAST CONCRETE, PIECE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PREFAB PREFABRICATE(D)

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PMF PREMOLDED FILLER

PROJ PROJECT(ION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESERVATIVE-TREATED,

POST-TENSIONED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RCMU REINFORCED CONCRETE MASONRY UNIT

RCSC RESEARCH COUNCIL ON STRUCTURAL

CONNECTIONS

RD ROOF DRAIN

RDK ROOF DECK

REF REFERENCE

REINF REINFORCE(D)/REINFORCEMENT

REQ(D) REQUIRE(D)

RET RETAINING

REV REVISE(D)/REVISION

RO ROUGH OPENING

RQMT(S) REQUIREMENT(S)

RTU ROOFTOP UNIT

RXN REACTION

SAN SANITARY

SC SLIP-CRITICAL (CONNECTION)

SCHED SCHEDULE

SECT SECTION

SD STORM DRAIN

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT

SHRG SHORING

SHTHG SHEATHING

SIM SIMILAR

SL SLOPE(D)

SLBB SHORT LEGS BACK TO BACK

SLV SLEEVE

SOD SLAB ON DECK

SOG SLAB ON GRADE

SPA SPACE(S)/SPACING

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

SSL SHORT SLOTTED HOLE

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STRUC STRUCTURAL

SUPT SUPPORT

SW SHORT WAY, SHEAR WALL

SYM SYMMETRICAL

T TOP

T/ TOP OF

T&B TOP AND BOTTOM

TB TRUSS BEARING

TC TERRA COTTA

TEMP TEMPORARY,TEMPERATURE

T&G TONGUE AND GROOVE

THD THREAD(ED)

THK THICK(NESS)

TMS THE MASONRY SOCIETY

TOS TOP OF SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

U-P UNDERPINNING

V SHEAR

VAR VARIES

VB VAPOR BARRIER

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERTICAL INSIDE FACE,

VERIFY IN FIELD

VOF VERTICAL OUTSIDE FACE

VR VAPOR RETARDER

W/ WITH

W/O WITHOUT

WD WOOD

WI WROUGHT IRON

WP WORK POINT, WATERPROOFING

WT WEIGHT

WWF WELDED WIRE FABRIC

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG

∅ DIAMETER

± PLUS OR MINUS

ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTIONGENERAL:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS

DURING THE COURSE OF THE WORK. DO NOT DAMAGE OR

ENDANGER THE STRUCTURAL INTEGRITY OF THE WORK.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND SAFE

DESIGN OF SHORING SYSTEMS FOR TRENCHES AND EXCAVATIONS.

3. THE BUILDING FRAME IS NOT SELF-SUPPORTING UNTIL THE ENTIRE

STRUCTURAL SYSTEM HAS BEEN INSTALLED. TEMPORARY BRACING

MUST BE PROVIDED BY THE CONTRACTOR TO SUPPORT THE FRAME

UNTIL THE STRUCTURAL SYSTEM HAS BEEN COMPLETED.

4. NOTIFY ENGINEER IN CASE OF DISCREPANCIES BETWEEN DRAWINGS,

THESE NOTES, AND PROJECT MANUAL BEFORE PROCEEDING WITH

THE WORK.

5. USE DRAWINGS OF OTHER TRADES IN CONJUNCTION WITH THE

STRUCTURAL DRAWINGS TO PROPERLY PERFORM THE WORK.

6. IF CONDITIONS DISCLOSED DURING EXCAVATION REVEAL

UNFORESEEN CONDITIONS, PROMPTLY REQUEST DIRECTION FROM

ENGINEER BEFORE PROCEEDING.

7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING BETWEEN

TRADES.

8. DO NOT SCALE DRAWINGS.

9. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC

LOCATIONS, ARE INTENDED TO ESTABLISH THE GENERAL TYPES OF

DETAILS WILL APPLY TO OTHER LOCATIONS.

10. THE ENGINEER'S REVIEW OF A SUBMITTAL SHALL NOT RELIEVE THE

CONTRACTOR OF THEIR RESPONSIBILITY TO FOLLOW THE INTENT OF

THE CONTRACT DRAWINGS.

11. REPRODUCTION OF CONTRACT DOCUMENTS WILL NOT BE ACCEPTED

AS SHOP DRAWINGS.

GENERAL NOTES

DELEGATED DESIGN ITEMS:

1. EMPLOY OR RETAIN A LICENSED PROFESSIONAL ENGINEER IN THE

PROJECT JURISDICTION TO DESIGN AND DETAIL THE FOLLOWING

PERFORMANCE SPECIFIED STRUCTURAL COMPONENTS:

A. TEMPORARY EXCAVATION SUPPORT

2. SEE INDIVIDUAL MATERIAL SECTIONS FOR ADDITIONAL

REQUIREMENTS.

3. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED

BY A PROFESSIONAL ENGINEER REGISTERED IN THE LOCAL

JURISDICTION AND SUBMITTED FOR REVIEW.

EXISTING CONSTRUCTION:

1. ABOVE GROUP, INC. HAS PREPARED THESE PLANS BASED ON A

LIMITED AMOUNT OF FIELD EXPLORATION. THE CONTRACTOR SHALL

VERIFY THAT THE EXISTING MEMBERS SHOWN IN THE PLANS MATCH

EXISTING AS BUILT CONDITIONS PRIOR TO PREPARING SHOP

DRAWINGS. IF THE AS BUILT CONDITIONS DO NOT CONFORM TO THE

INFORMATION SHOWN IN THE PLANS, OR IF ANY STRUCTURAL

MEMBER IS FOUND TO BE IN POOR CONDITION, THE CONTRACTOR

SHALL INFORM ENGINEER OF THE ACTUAL SIZES AND/OR CONDITION.

RE-DESIGN AND ADDITIONAL FRAMING MAY BE REQUIRED IN THAT

CASE.

2. ALL NEW PENETRATIONS THROUGH THE EXISTING FRAMED SLAB AND

WALLS SHALL BE ACCURATELY LOCATED BY THE CONTRACTOR. THE

CONTRACTOR SHALL PREPARE SHOP DRAWINGS SHOWING ALL

PROPOSED OPENINGS AND SHALL SUBMIT THESE FOR REVIEW AND

APPROVAL PRIOR TO CUTTING ANY OPENINGS.

3. NEW PENETRATIONS SHOWN IN THE STRUCTURAL DRAWINGS ARE

PRINCIPAL OPENINGS. THE CONTRACTOR SHALL COORDINATE WITH

THE MECHANICAL DRAWINGS FOR ALL PENETRATIONS.

4. ALL NEW PIPE AND DUCT PENETRATIONS SHALL BE LOCATED BY THE

CONTRACTOR TO AVOID CONCRETE REINFORCEMENT. IF CUTTING OF

ANY REINFORCEMENT OR EXISTING SUPPORTING MEMBER CANNOT

BE AVOIDED, THEN PRIOR TO CUTTING, THE CONTRACTOR SHALL

PREPARE A DETAILED DRAWING SHOWING THE PROPOSED

PENETRATION AND ALL THE AFFECTED REINFORCEMENT AND

SUPPORTING MEMBERS AND SHALL SUBMIT THE DRAWING TO

ENGINEER FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL

NOT CUT ANY REINFORCEMENT OR MEMBER WITHOUT THE PRIOR

APPROVAL OF ENGINEER.

FOUNDATIONS:

1. FOUNDATIONS ARE DESIGNED FOR AN ASSUMED BEARING PRESSURE

OF 1500 PSF.

2. CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER FOR

INSPECTION BEFORE PLACING ANY FOOTINGS. GEOTECHNICAL

ENGINEER SHALL INSPECT AND REPORT ON ADEQUACY OF BEARING

MATERIAL.

3. FOOTINGS SHOULD BE CAST ON THE SAME DAY IN WHICH

EXCAVATION FOR THEM IS COMPLETED. IF PLACING OF CONCRETE IS

DELAYED, FOOTING BOTTOM SHALL BE TRIMMED TO FIRM MATERIAL

IMMEDIATELY BEFORE CASTING.

4. PLACE CONCRETE IN DRY EXCAVATIONS ONLY. NOTE SOIL AND

WATER CONDITIONS AS SHOWN BY BORINGS AND DEPTHS OF

FOOTINGS AS SHOWN ON FOUNDATION PLANS. PENDING APPROVAL

BY THE OWNER, CONTRACTOR MAY ELECT TO CONDUCT FURTHER

SUBSURFACE INVESTIGATIONS AT THEIR OWN EXPENSE.

5. WHERE TRENCH BOTTOMS ARE DUG BELOW ADJACENT FOOTING

BOTTOMS ON A SLOPE STEEPER THAN ONE VERTICAL TO TWO

HORIZONTAL, THE TRENCH SHALL BE BACKFILLED WITH LEAN

CONCRETE TO THE POINT WHERE THE STATED SLOPE CROSSES THE

TRENCH.

6. FOOTINGS SHALL BE FORMED UNLESS OTHERWISE PERMITTED BY

THE ENGINEER.

7. PROVIDE CONTINUOUS KEYWAY AND DOWELS IN TOP OF WALL

FOOTING SUPPORTING CONCRETE WALLS.

8. REFER TO SPECIFICATIONS OR WATERPROOFING DETAILS AND

PROCEDURES. PROVIDE WATER STOP AT ALL JOINTS BELOW GRADE.

9. BACKFILLING:

A. BEFORE BACKFILLING WALLS, GROUT AND/OR CONCRETE SHALL

HAVE ATTAINED DESIGN STRENGTH, AND ALL SLABS AND BEAMS

THAT ARE NECESSARY FOR THE STABILITY OF THE WALLS SHALL

BE IN PLACE.

B. BACKFILL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF

WALL TO LOWER GRADE.

C. BACKFILL SHALL BE PLACED IN MAXIMUM OF 8" LOOSE LIFT

THICKNESS AND COMPACTED TO INFILL 98% OF STANDARD

PROCTOR.

D. TESTS SHALL BE PERFORMED FOR EACH LIFT AT A RATE OF TWO

TESTS PER LIFT MINIMUM AND NOT LESS THAN ONE TEST PER 100'

OF WALL LENGTH.

10. STRUCTURAL FILL INCLUDING UNDER FOOTINGS:

A. SHALL BE PLACED IN MAXIMUM OF 8" LOOSE LIFT THICKNESS AND

COMPACTED TO 98% OF STANDARD PROCTOR.

B. ON-SITE OR IMPORTED GRANULAR FILLS INCLUDING GW, GP, GM,

SW, SP, ND, SM CLASSIFIED IN ACCORDANCE WITH THE UNIFIED

SOIL CLASSIFICATION SYSTEM (USCS) AND WITHIN 2% OF

OPTIMUM MOISTURE. FURTHERMORE, THE MATERIAL TO BE

UTILIZED AS STRUCTURAL FILL SHOULD HAVE A PLASTICITY INDEX

(PI) LESS THAN 2, SUBJECT TO FINAL APPROVAL BY THE

GEOTECHNICAL ENGINEER.

11. FILL UNDER SLABS ON GRADE SHALL BE COMPACTED TO 98% OF

STANDARD PROCTOR DENSITY. TESTS SHALL BE PERFORMED FOR

EACH LIFT.

CONCRETE:

1. CONCRETE NOT OTHERWISE SPECIFIED SHALL BE f'c=3000 PSI

NORMAL WEIGHT CONCRETE. ALL CONCRETE EXPOSED TO THE

WEATHER SHALL BE f'c=5000 PSI MINIMUM AND SHALL BE AIR

ENTRAINED FOR EXPOSURE CLASS F2 PER ACI 318 "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE".

2. ALL REINFORCING STEEL SHALL BE CONFORMING TO ASTM

DESIGNATION A615, GRADE 60. ALL REINFORCING STEEL SHALL BE

DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI

SP-66, "ACI DETAILING MANUAL".

3. ALL SPLICES IN REINFORCING SHALL BE CLASS "B" SPLICES IN

ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" EXCEPT AS OTHERWISE NOTED.

4. UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS, PROVIDE

CONCRETE PROTECTION FOR REINFORCING AS FOLLOWS:

A. CAST AGAINST EARTH = 3"

B. EXPOSED TO EARTH OR WEATHER:

1. NO. 6 AND LARGER BARS = 2"

2. NO. 5 AND SMALLER BARS = 1 1/2"

C. NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS = 3/4"

2. BEAMS AND COLUMNS = 1 1/2" TO TIES, STIRRUPS OR SPIRALS

5. OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS ARE PRINCIPAL

OPENINGS. SEE MECHANICAL DRAWINGS FOR HOLES IN SLABS AND

WALLS NOT SHOWN.

6. THE GENERAL CONTRACTOR SHALL SUBMIT PLANS SHOWING ALL

PENETRATIONS THROUGH THE FRAMED SLABS AND WALLS. THE

OPENINGS SHALL BE ACCURATELY LOCATED AND DIMENSIONED.

7. NO OPENINGS SHALL BE MADE THROUGH CONCRETE FRAMED SLABS

AND WALLS UNLESS THESE ARE SPECIFICALLY SHOWN ON THE

STRUCTURAL DRAWINGS OR ON THE APPROVED STRUCTURAL SHOP

DRAWINGS.

8. CONSTRUCTION JOINTS SHALL HAVE THE SURFACE OF THE FIRST

POUR ROUGHENED TO 1/4" AMPLITUDE, UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR MUST SUBMIT A CONCRETE DESIGN MIX IN

ACCORDANCE WITH ACI 318. SUCH DESIGN MIX SHALL BE

ACCOMPANIED BY THE APPROPRIATE GRAPHS AND BACKGROUND

DATA. CONCRETE DESIGN MIX SHALL INDICATE 7 AND 28 DAY

STRENGTHS, CEMENT CONTENT, WATER-CEMENT RATIO, FINE AND

COARSE AGGREGATES AND ADMIXTURES FOR EACH DESIGN

STRENGTH. THE ADDITION OF WATER AT THE PLANT OR IN THE FIELD

GREATER THAN THE SPECIFIED WATER CONTENT IS STRICTLY

PROHIBITED.

10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST LOCAL

APPROVED EDITIONS OF THE FOLLOWING ACI AND ASTM

DOCUMENTS:

A. ACI-301 SPECIFICATIONS FOR STRUCTURAL CONCRETE

B. ACI-318 CODE

C. ACI-214 COMPRESSIVE TEST

D. ACI-306 COLD WEATHER

E. ACI SP-66 DETAILING

F. ACI-347 FORMWORK

G. ACI-305 HOT WEATHER

H. ACI-211 PROPORTIONS OF CONCRETE

I. ACI-304 PLACING CONCRETE

J. ASTM C-94 READY-MIX CONCRETE

11. ALL FIELD AND LAB TESTING OF CONCRETE SHALL CONFORM TO THE

LATEST LOCAL APPROVED EDITIONS OF ASTM:

A. ASTM C-31 FIELD CYLINDER SPECIMENS

B. ASTM C-143 SLUMP TEST

C. ASTM C-231 AIR CONTENT (WHEN REQUIRED)

D. ASTM C-39 LAB TESTING CYLINDERS

E. ASTM C-172 SAMPLING FRESH CONCRETE

F. ASTM C-42 HARDENED CORES (WHEN REQUIRED)

TEST RESULTS SHALL BE SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE LOCAL

JURISDICTION.

12. ALL FORMWORK SHALL BE IN ACCORDANCE WITH ACI 347, "GUIDE TO

FORMWORK FOR CONCRETE".

POST-INSTALLED ANCHORS:

1. DRILL AND INSTALL POST-INSTALLED ANCHORS ACCORDING TO

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PER

MANUFACTURER'S ON-SITE TRAINING.

2. ALL INSTALLERS OF POST-INSTALLED ANCHORS SHALL BE ACI/CRSI

ADHESIVE ANCHOR INSTALLER CERTIFIED. SUBMIT CERTIFICATES FOR

RECORD.

3. ALL POST-INSTALLED ANCHORS SHALL MEET ICC-ES COMPLIANCE

FOR EACH TYPE OF APPLICATION.

4. SUBMIT PRODUCT INFORMATION AND ICC-ES EVALUATION REPORT

FOR EACH ANCHOR.

5. ALL ANCHOR DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING

CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST

BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION OF ADHESIVE

ANCHORS IN ALTERNATE CONDITIONS.

A. DRY CONCRETE, UNLESS NOTED OTHERWISE.

B. CONCRETE TEMPERATURE AT TIME OF INSTALLATION MUST BE

BETWEEN 14° F AND 104° F. SEE MANUFACTURER’S PRINTED

INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE

TIMES.

C. ANCHOR HOLES TO BE HAMMER DRILLED.

D. ANCHOR HOLES TO BE CLEANED PER MANUFACTURER’S PRINTED

INSTALLATION INSTRUCTIONS PRIOR TO ADHESIVE INJECTION.

E. ANCHORS/POST-INSTALLED REINFORCING SHALL NOT BE LOADED

UNTIL CONCRETE OR GROUT HAS BEEN ALLOWED TO CURE FOR

21 DAYS AND/OR HAS ATTAINED 70% OF ITS DESIGN STRENGTH.

6. ALL POST-INSTALLED ANCHORS IN CONCRETE SHALL BE SUITED FOR

USE IN SEISMIC AND CRACKED CONCRETE APPLICATIONS.

7. ADHESIVE ANCHORS IN CONCRETE SHALL BE HILTI HIT HY-200, OR

APPROVED EQUAL.

8. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ2,

OR APPROVED EQUAL.

9. PROVIDE STANDARD AISC HOLES IN ALL STEEL MEMBERS RECEIVING

POST-INSTALLED ANCHORS. IF OVERSIZED HOLES ARE PROVIDED TO

EASE INSTALLATION OF THE ANCHORS, A PLATE WASHER (1/4"X2"X2")

WITH AN AISC STANDARD HOLE SHALL BE INSTALLED AND 1/8" FILLET

WELDED (ALL AROUND) TO THE MEMBER.

10. ALL ANCHORS AND REINFORCING SHALL BE INSTALLED IN

ACCORDANCE WITH THE SPACING AND EDGE DISTANCES SHOWN IN

THE DRAWINGS. THE CONTRACTOR SHALL INFORM THE ARCHITECT

PRIOR TO INSTALLING THE ANCHORS IF THE SPACING AND EDGE

DISTANCES SHOWN IN THE DRAWINGS CANNOT BE ACHIEVED. IF THIS

IS THE CASE, RE-DESIGN MIGHT BE REQUIRED AND THE ANCHORS

SHOULD NOT BE INSTALLED UNTIL APPROVAL HAS BEEN PROVIDED

BY THE ENGINEER.

11. DO NOT CUT ANY REINFORCING UNLESS IT IS SPECIFICALLY

INDICATED IN THE DRAWINGS OR IS APPROVED BY THE ENGINEER.

12. POST INSTALLED ANCHORS AND REINFORCING SHALL ONLY BE USED

WHERE SPECIFIED IN THE CONTRACT DRAWINGS. THE CONTRACTOR

SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO INSTALLING

POST INSTALLED ANCHORS WHERE CAST-IN PLACE ANCHORS ARE

MISSING, MISPLACED OR DAMAGED.

DESIGN CODES:

VA DESIGN MANUAL STRUCTURAL

PG-18-10 (OCTOBER 1, 2022 REV JULY 1, 2023)

VA SEISMIC DESIGN REQUIREMENTS

H18-8 (JULY 1, 2023)

INTERNATIONAL BUILDING CODE:

IBC 2021

MINIMUM BUILDING DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES:

ASCE 7-22

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE:

ACI 318-14

DESIGN LOADS:

RISK CATEGORY IV

SEISMIC DESIGN DATA:

EQUIVALENT LATERAL FORCE PROCEDURE

SOIL SITE CLASS ASSUMED 'D'

SEISMIC DESIGN CATEGORY C

SEISMIC IMPORTANCE FACTOR, Ie = 1.5

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Ss = 0.240g S1 = 0.081g

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Sds = 0.200g Sd1 = 0.110g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:5

A

M

S-001

GENERAL NOTES AND

ABBREVIATIONS

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

SHEET LIST

Sheet Number Sheet Name

S-001 GENERAL NOTES AND ABBREVIATIONS

SS101 MANHOLE MH-10B PLANS & ELEVATIONS - PHASE 3

SS102 MANHOLE MH-16A PLANS & ELEVATIONS - PHASE 4

SS103 MANHOLE MH-17B PLANS & ELEVATIONS - PHASE 4

SS104 MANHOLE MH-15A PLANS & ELEVATIONS - PHASE 5

SS105 MANHOLE MH-17C PLANS & ELEVATIONS - PHASE 5

SS106 MANHOLE MH-15B PLANS & ELEVATIONS - PHASE 6

S-301 CONCRETE DETAILS AND SECTIONS

SALISBURY VAMC

9' - 8"

SS101

SS1017

SS101

SS101 8

SS1014

SS101

SS101 5

8" DIA.

8" DIA.

1'

/2

1' - 8 1/2"

1'

/8

1' - 0 7/8"

SS101

SS1017

SS101

SS101 8

9' - 8"

3 4

4' - 6"

SS1014

SS101

SS101 5

7'

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

1'

/2

2'

2'

3/ 8"

2' - 2" 8"

1' - 8 7/8"

13" DIA.

EX 20" DIA.

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

3'

/2

1'

/4

3'

3' - 6 1/2" 8"

2' - 5 3/8"

26 1/2" DIA.

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

EX 18" DIA. EX 15" DIA.

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

2'

V .I.

F

3' - 0" V.I.F.4' - 5 1/4" V.I.F.

7'

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

2'

1'

/2

2' - 2" 8"

EX 20" DIA.

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

3'

/2

1'

/4

3' - 6 1/2" 8"

EX MH-10B TOP

695'

EX MH-10B BOT

687.67'

EX 20" DIA.

2'

V .I.

F

3' - 0" V.I.F.4' - 5 1/4" V.I.F.

4/ S-301

5/ S-301

4/ S-301

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:5

A

M

9/27/2024 11:51:56 AM9/27/2024 11:51:56 AM

SS101

MANHOLE MH-10B PLANS &

ELEVATIONS - PHASE 3

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

EXISTING ACCESS DOOR

CORE DRILL HOLES IN TOP OF EXISTING MANHOLE FOR VENT. GPR SCAN TOP OF MANHOLE AND LOCATE HOLE SUCH THAT NO REBAR IS CUT. CONTACT COR IF AREA IS TOO CONGESTED, VENT MAY

NEED TO BE RELOCATED IN THAT CASE.

EXISTING SUMP PIT

NEW RUNG LADDER, REFER TO SPECIFICATIONS.

REMOVE EXISTING WALL RUNGS AND PATCH CONCRETE TO PROVIDE A SMOOTH SURFACE.

REMOVE PORTION OF CONCRETE WALL TO RECEIVE NEW CONCRETE WALL WITH PIPE

PENETRATION, REFER TO DETAIL .

REMOVE PORTION OF CONCRETE WALL AFTER EXISTING PIPE HAS BEEN TAKEN OFF LINE, REFER TO

DETAIL .

NEW CONCRETE WALL, REFER TO DETAIL .

DRAWING NOTES:

1. MANHOLE IS EXISTING. SIZE TO BE CONFIRMED BY CONTRACTOR PRIOR TO COMMENCING WORK.

2. SIDES OF MANHOLE EXPOSED DURING PIPE REPLACEMENT ARE TO RECEIVE NEW WATERPROOFING.

3. COORDINATE LOCATION OF PIPE PENETRATIONS WITH MECHANICAL DRAWINGS AND EXISTING

CONDITIONS.

N 0 1' 2' 4' 6'

1/2" = 1'-0"

Revisions Date

1/2" = 1'-0"

TOP OF MANHOLE - MH-10B

1/2" = 1'-0"

BOTTOM OF MANHOLE - MH-10B

1/2" = 1'-0"7

NORTH ELEVATION - MH-10B

1/2" = 1'-0"6

EAST ELEVATION - MH-10B

1/2" = 1'-0"9

WEST ELEVATION - MH-10B

1/2" = 1'-0"8

SOUTH ELEVATION - MH-10B

1/2" = 1'-0"4

NORTH ELEVATION - MH-10B - DEMO

1/2" = 1'-0"

EAST ELEVATION - MH-10B - DEMO

1/2" = 1'-0"5

SOUTH ELEVATION - MH-10B -DEMO

1/ S-301

SS1023

SS102

SS102 6

SS102

10' - 7"

4'

1' - 7 1/8"

1' - 5 1/8"

1'

1'

/4

SS1023

SS102

SS102 6

SS102

4'

12' - 7"

26 1/2" DIA.

16" DIA.

MH-16A TOP

697.07'

MH-16A BOT

684.53'

2' - 8 1/8" 2' - 11 3/4"

4'

/8

4'

/8

/2

MH-16A TOP

697.07'

MH-16A BOT

684.53'

2' - 3"2' - 0 3/4"7' - 9"

3' - 7 3/4"

1'

/4

7'

/4

7'

/8

14" DIA. TO

BLDG 16

14" DIA. TO

BLDG 16

18" DIA. TO

BLDG 16

23" DIA.

MH-16A TOP

697.07'

MH-16A BOT

684.53'

24" DIA.

1'

/4

4' - 5 3/4"

MH-16A TOP

697.07'

MH-16A BOT

684.53'

14" DIA.

26 1/2" DIA.

16" DIA.

3' - 0 1/8"2' - 7 3/4"2' - 2"

7'

7'

/8

7'

/4

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:5

A

M

9/27/2024 11:51:58 AM9/27/2024 11:51:58 AM

SS102

MANHOLE MH-16A PLANS &

ELEVATIONS - PHASE 4

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

DRAWING NOTES:

N 0 1' 2' 4' 6'

1/2" = 1'-0"

Revisions Date

30"x48" BILCO DOOR FOR PERSONNEL ACCESS

30"x30" BILCO DOOR FOR SUMP PIT ACCESS

30"x30" SUMP PIT

RUNG LADDER, REFER TO SPECIFICATIONS.

1. NEW MANHOLE, REFER TO DETAIL .

2. COORDINATE LOCATION ON MANHOLE WITH CIVIL DRAWINGS.

3. COORDINATE LOCATION OF PIPE PENETRATIONS WITH MECHANICAL DRAWINGS AND EXISTING

CONDITIONS.

4. CONTRACTOR TO NOTE THAT NEW PENETRATIONS IN EXISTING BUILDING 16 BASEMENT WALL WILL

BE REQUIRED FOR LINES INDICATED ON NORTH ELEVATION. THE EXISTING BASEMENT WALL

EXTENDS 8'-0" BELOW THE FIRST FLOOR AND IS 12" THICK CONCRETE REINFORCED WITH #4 AT 14" O.C. PER ORIGINAL CONSTRUCTION DOCUMENTS. IF THE EXISTING CONDITION IS DETERMINED TO BE

DIFFERENT THAN STATED ABOVE DURING EXCAVATION, CONTACT TO COR FOR REVIEW OF THE

EXISTING CONDITION AND DETERMINATION OF PENETRATION LOCATION.

1/2" = 1'-0"1

TOP OF MANHOLE - MH-16A

1/2" = 1'-0"2

BOTTOM OF MANHOLE - MH-16A

1/2" = 1'-0"

EAST ELEVATION - MH-16A

1/2" = 1'-0"3

NORTH ELEVATION - MH-16A

1/2" = 1'-0"

SOUTH ELEVATION - MH-16A

1/2" = 1'-0"

WEST ELEVATION - MH-16A

SS103

SS1033

SS103

SS103

15' - 0"

4' - 10"

8" DIA.

8" DIA.

1'

7/ 8"

3' - 2 3/8"

1'

2' - 0 3/8"

SS103

SS1033

SS103

SS103

17' - 0"

4' - 10"

MH-17B TOP

704.15'

MH-17B BOT

693.65'

20" DIA.

16" DIA.

6'

1/ 8"

4'

/8

8' - 2 5/8"

MH-17B TOP

704.15'

MH-17B BOT

693.65'

MH-17B BOT

693.65'

MH-17B TOP

704.15'

4'

26 1/2" DIA.

14" DIA.

4' - 8" 3' - 0 1/2"

3'

1"

MH-17B TOP

704.15'

MH-17B BOT

693.65'

7'

/8

14" DIA. TO

BLDG 17

14" DIA. TO

BLDG 17

16" DIA.

20" DIA.

6'

1/ 8"

8'

3' - 4 1/8" 2' - 2" 3' - 0 7/8" 8' - 2 3/8"

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:0

A

M

9/27/2024 11:52:00 AM9/27/2024 11:52:00 AM

SS103

MANHOLE MH-17B PLANS &

ELEVATIONS - PHASE 4

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

DRAWING NOTES:

N 0 1' 2' 4' 6'

1/2" = 1'-0"

Revisions Date

30"x48" BILCO DOOR FOR PERSONNEL ACCESS

30"x30" BILCO DOOR FOR SUMP PIT ACCESS

30"x30" SUMP PIT

RUNG LADDER, REFER TO SPECIFICATIONS.

1. NEW MANHOLE, REFER TO DETAIL .

2. COORDINATE LOCATION ON MANHOLE WITH CIVIL DRAWINGS.

3. COORDINATE LOCATION OF PIPE PENETRATIONS WITH MECHANICAL DRAWINGS AND EXISTING

CONDITIONS.

4. CONTRACTOR TO NOTE THAT NEW PENETRATIONS IN EXISTING BUILDING 17 FOUNDATION WALL WILL

BE REQUIRED FOR LINES INDICATED ON SOUTH ELEVATION. THE EXISTING FOUNDATION WALL

EXTENDS APPROXIMATELY 2'-0" BELOW GRADE AND IS 12" THICK CONCRETE REINFORCED WITH #4 AT 12" O.C. PER ORIGINAL CONSTRUCTION DOCUMENTS. IF THE EXISTING CONDITION IS DETERMINED TO BE DIFFERENT THAN STATED ABOVE DURING EXCAVATION, CONTACT TO COR FOR REVIEW OF

THE EXISTING CONDITION AND DETERMINATION OF PENETRATION LOCATION.

1/2" = 1'-0"

TOP OF MANHOLE - MH-17B

1/2" = 1'-0"

BOTTOM OF MANHOLE - MH-17B

1/2" = 1'-0"

NORTH ELEVATION - MH-17B

1/2" = 1'-0"

EAST ELEVATION - MH-17B

1/2" = 1'-0"

WEST ELEVATION - MH-17B

1/2" = 1'-0"

SOUTH ELEVATION - MH-17B

SS104

SS1043

SS104

SS104 6

16' - 9"

8' - 4 1/2" 1

8" DIA.

8" DIA.

1'

/4

1' - 5 5/8"

1' - 7 3/8"

1'

SS104

SS1043

SS104

SS104 6

18' - 9"

8' - 4 1/2"

8'

/4

MH-15A TOP

689.56'

MH-15A BOT

681.46'

16" DIA.

26 1/2" DIA.

2'

/4

2'

3' - 10 3/4" 2' - 9 5/8"

MH-15A TOP

689.56'

MH-15A BOT

681.46'

MH-15A TOP

689.56'

MH-15A BOT

681.46'

MH-15A TOP

689.56'

MH-15A BOT

681.46'

26 1/2" DIA.

16" DIA.

2'

2'

/4

3' - 10 5/8"2' - 9 1/4"

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:0

A

M

9/27/2024 11:52:03 AM9/27/2024 11:52:03 AM

SS104

MANHOLE MH-15A PLANS &

ELEVATIONS - PHASE 5

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

30"x48" BILCO DOOR FOR PERSONNEL ACCESS

30"x30" BILCO DOOR FOR SUMP PIT ACCESS

30"x30" SUMP PIT

RUNG LADDER, REFER TO SPECIFICATIONS.

DRAWING NOTES:

Revisions Date

N 0 1' 2' 4' 6'

1/2" = 1'-0"

1. NEW MANHOLE, REFER TO DETAIL .

2. COORDINATE LOCATION ON MANHOLE WITH CIVIL DRAWINGS.

3. COORDINATE LOCATION OF PIPE PENETRATIONS WITH MECHANICAL DRAWINGS AND EXISTING

CONDITIONS.

1/2" = 1'-0"1

TOP OF MANHOLE - MH-15A

1/2" = 1'-0"2

BOTTOM OF MANHOLE - MH-15A

1/2" = 1'-0"3

NORTH ELEVATION - MH-15A

1/2" = 1'-0"4

EAST ELEVATION - MH-15A

1/2" = 1'-0"5

WEST ELEVATION - MH-15A

1/2" = 1'-0"6

SOUTH ELEVATION - MH-15A

SS105 6

SS105

SS1053

SS105

16' - 9"

8' - 8"

1'

/8

1' - 5"

1' - 6 7/8"

1'

/8

SS105 6

SS105

SS1053

SS105

18' - 9"

8' - 8"

9'

/4

MH-17C TOP

694.19'

MH-17C BOT

685.09'

16" DIA.

26 1/2" DIA.

3' - 9 1/4" 2' - 9 1/4"

2'

2'

/4

MH-17C TOP

694.19'

MH-17C BOT

685.09'

MH-17C TOP

694.19'

MH-17C BOT

685.09'

MH-17C TOP

694.19'

MH-17C BOT

685.09'

3' - 8 3/4"2' - 10 5/8"

2'

2'

/4

26 1/2" DIA.

16" DIA.

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:0

A

M

9/27/2024 11:52:04 AM9/27/2024 11:52:04 AM

SS105

MANHOLE MH-17C PLANS &

ELEVATIONS - PHASE 5

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

DRAWING NOTES:

N 0 1' 2' 4' 6'

1/2" = 1'-0"

Revisions Date

30"x48" BILCO DOOR FOR PERSONNEL ACCESS

30"x30" BILCO DOOR FOR SUMP PIT ACCESS

30"x30" SUMP PIT

RUNG LADDER, REFER TO SPECIFICATIONS.

1. NEW MANHOLE, REFER TO DETAIL .

2. COORDINATE LOCATION ON MANHOLE WITH CIVIL DRAWINGS.

3. COORDINATE LOCATION OF PIPE PENETRATIONS WITH MECHANICAL DRAWINGS AND EXISTING

CONDITIONS.

1/2" = 1'-0"

TOP OF MANHOLE - MH-17C

1/2" = 1'-0"

BOTTOM OF MANHOLE - MH-17C

1/2" = 1'-0"

NORTH ELEVATION - MH-17C

1/2" = 1'-0"

EAST ELEVATION - MH-17C

1/2" = 1'-0"

WEST ELEVATION - MH-17C

1/2" = 1'-0"

SOUTH ELEVATION - MH-17C

12' - 0"

SS1063SS106 6

SS106

SS106

1'

/4

1' - 6 3/4"

1' - 5 1/4"

1'

6' - 6 1/8"

SS1063SS106 6

SS106

SS106

14' - 0"

6' - 6"

MH-15B TOP

695'

MH-15B BOT

682.75'

3'

/2

2' - 8 3/8"

17" DIA.

MH-15B TOP

695'

MH-15B BOT

682.75'

16" DIA.

2'

/2

2' - 10 5/8"

MH-15B TOP

695'

MH-15B BOT

682.75'

14" DIA.

2'

/8

1' - 11 1/8"

MH-15B TOP

695'

MH-15B BOT

682.75'

4'

/8

3' - 2 1/8"

14" DIA.

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:0

A

M

9/27/2024 11:52:05 AM9/27/2024 11:52:05 AM

SS106

MANHOLE MH-15B PLANS &

ELEVATIONS - PHASE 6

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

DRAWING NOTES:

N 0 1' 2' 4' 6'

1/2" = 1'-0"

Revisions Date

30"x48" BILCO DOOR FOR PERSONNEL ACCESS

30"x30" BILCO DOOR FOR SUMP PIT ACCESS

30"x30" SUMP PIT

RUNG LADDER, REFER TO SPECIFICATIONS.

1. NEW MANHOLE, REFER TO DETAIL .

2. COORDINATE LOCATION ON MANHOLE WITH CIVIL DRAWINGS.

3. COORDINATE LOCATION OF PIPE PENETRATIONS WITH MECHANICAL DRAWINGS AND EXISTING

CONDITIONS.

1/2" = 1'-0"1

TOP OF MANHOLE - MH-15B

1/2" = 1'-0"2

BOTTOM OF MANHOLE - MH-15B

1/2" = 1'-0"3

NORTH ELEVATION - MH-15B

1/2" = 1'-0"

EAST ELEVATION - MH-15B

1/2" = 1'-0"

WEST ELEVATION - MH-15B

1/2" = 1'-0"

SOUTH ELEVATION - MH-15B

STAINLESS STEEL

PIPE SLEEVE

CONCRETE WALL, REFER TO

ADJACENT SECTIONS FOR

REINFORCEMENT

2"

1/4" STAINLESS STEEL

PLATE WATER STOP

AND ANCHOR COLLAR

3/16"

NEAR SIDE &

FAR SIDE, TYP.

ADDED BARS PER CONCRETE

SLAB/WALL OPENING DETAIL

RESILIENT WATERPROOF

CAULKING

MODULAR TYPE WALL

PENETRATION SEAL

WITH STAINLESS BOLTS

PIPE CLAMP AND STRAP

5/8" DIA. HILTI HAS THREADED

ROD IN HILTI HIT RE-500

ADHESIVE (3 1/8" MIN. EMBED)

PIPE, REFER TO

MECHANICAL DRAWINGS

COLD FLUID-APPLIED WATERPROOFING

WITH PROTECTION DRAIN BOARD,

PROVIDE REINFORCING FABRIC AND

SEALANT AROUND PENETRATIONS PER

MANFACTURER'S DETAILING

REQUIREMENTS

2" C

LE

A

R

INTERRUPTED BARSINTERRUPTED BARS

INTERRUPTED BARS

INTERRUPTED BARS

PROVIDE ADDED BARS EACH

SIDE OF OPENING EQUAL TO

1/2 QUANTITY OF THE BARS

INTERRUPTED BY THE

OPENING OF THE SAME SIZE

AND LENGTH (2 MINIMUM)

PROVIDE (2) #5 x 4'-0" AT

EACH CORNER WHERE

OPENING EXCEED 1'-0" ON

ANY SIDE

2/ S-301

3/ S-301

2/ S-301

3" C

LE

A

R

3" CLEAR

1'

1' - 0" TYP.

2"

2" CLEAR, TYP.

MUD SLAB

GRAVEL

ELASTOMERIC SHEET WATERPROOFING,

LAP ON VERTICAL OF FOUNDATION SLAB

WITH WALL WATERPROOFING

RUNG LADDER,

CENTER OF SIDE RAIL

7" FROM FACE OF WALL

1' - 4" MIN.

(1 0"

M

IN

M

A X

T Y

P

1'

M A

X

1'

M A

X

ADDED BARS PER

CONCRETE SLAB/WALL

OPENING DETAIL #5 AT 10" O.C.#5 AT 10" O.C.

#5 AT 12" O.C.#5 AT 12"

O.C.

ADDED BARS PER

CONCRETE SLAB/WALL

OPENING DETAIL

PIPE, REFER TO

MECHANICAL DRAWINGS

PIPE SLEEVE PER PIPE

PENETRATION BELOW

GRADE DETAIL

OPENING ABOVE SUMP PIT,

30" x 30" BILCO DOOR WITH LOCK

ACCESS OPENING,

30" x 48" BILCO DOOR WITH LOCK

#5 AT 12" O.C.#5 AT 12"

O.C.

COLD FLUID-APPLIED WATERPROOFING

WITH PROTECTION DRAIN BOARD,

PROVIDE REINFORCING FABRIC AND

SEALANT AT CORNERS PER

MANFACTURER'S DETAILING

REQUIREMENTS

30"x30"

SUMP PIT

#5 AT 12" O.C.#5 AT 12"

O.C.

#5 AT 12" O.C.#5 AT 12"

O.C.

2/ S-301

CONCRETE INFILL TO MATCH

EXISTING WALL THICKNESS

#5 AT 12" O.C. (3 MINIMUM) OR

MATCH EXISTING REBAR

SPACING IF CLOSER SPACING

DRILL INTO EXISTING WALL

AND DOWEL IN REBAR WITH

HILTI HIT-RE 500 ADHESIVE

DRILL INTO EXISTING WALL

AND DOWEL IN REBAR WITH

HILTI HIT-RE 500 ADHESIVE

1'

M

IN

. L A

P

8"

8"

#5 AT 18" O.C. STAGGERED EACH

SIDE OF WALL (3 MINIMUM),

DRILL INTO EXISTING WALL AND

DOWEL IN REBAR WITH HILTI HIT-

RE 500 ADHESIVE EACH END,

LAP SPLICE IN THE MIDDLE SIM

TO VERTICAL BARS

1 1/2" CLEAR

EXISTING PIPE PENETRATION

EXISTING CONCRETE WALL

EXISTING CONCRETE WALL

EXISTING NEW

C O

O R

D

IN

A T

E W

IT

H

E X

IS

T

IN

G

P

IP

E P

E N

E T

R A

T

IO

N

R E

M O

V E

E X

IS

T

IN

G

C O

N C

R E

T E

W A

LL

P

E R

E

LE

V A

T

IO

N S

8" M

IN

REMOVE EXISTING PIPE SLEEVE AND

ALL ASSOCIATED ATTACHMENTS

DRILL INTO EXISTING WALL

AND DOWEL IN REBAR WITH

HILTI HIT-RE 500 ADHESIVE

DRILL INTO EXISTING WALL

AND DOWEL IN REBAR WITH

HILTI HIT-RE 500 ADHESIVE

(2) #5, DRILL INTO EXISTING

WALL AND DOWEL IN REBAR

WITH HILTI HIT-RE 500 ADHESIVE

EACH END, LAP SPLICE IN THE

MIDDLE SIM TO VERTICAL BARS

EXISTING CONCRETE WALL

EXISTING CONCRETE WALL

EXISTING NEW

C O

O R

D

IN

A T

E W

IT

H

N E

W W

O R

K

R E

M O

V E

E X

IS

T

IN

G

C O

N C

R E

T E

W A

LL

P

E R

E

LE

V A

T

IO

N S

PIPE SLEEVE PER PIPE

PENETRATION BELOW

GRADE DETAIL

PIPE, REFER TO

MECHANICAL DRAWINGS

#5 AT 12" O.C. WITH HOOK AT

END (3 MINIMUM) OR MATCH

EXISTING REBAR SPACING IF

CLOSER SPACING

2 3/4" CLEAR

8" M

IN

3/ S-301

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry S te a m L in e R e p la c e m e n t/

V

A S a lis b u ry

S tm

L in e R e p l.

R

S

.r v t

/2

/2

:5

:0

A

M

9/27/2024 11:52:07 AM9/27/2024 11:52:07 AM

S-301

CONCRETE DETAILS AND

SECTIONS

STEAM LINE REPLACEMENT

SALISBURY, NC VA

659-24-903

09/27/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

Revisions Date

N.T.S.

CONCRETE PIPE PENETRATION BELOW GRADE DETAIL

N.T.S.

CONCRETE SLAB/WALL OPENING DETAIL

N.T.S.

MANHOLE DETAIL

N.T.S.

CONCRETE WALL OPENING INFILL DETAIL

4 N.T.S.

NEW PENETRATION IN EXISTING CONCRETE WALL DETAIL

NOTE: SOME SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT PERTAIN TO THIS PROJECT

HVAC ABBREVIATIONS

SYMBOL SYMBOL DESCRIPTION

BASIC MATERIALS

CONNECT TO EXISTING

DEMOLISH TO POINT INDICATED

EXISTING TO BE REMOVED (HEAVY, DASHED LINE)

EXISTING TO REMAIN (THIN, HALFTONED, SOLID LINE)

NEW (HEAVY, SOLID LINE)

VIEW NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

H1

H1

A

SHEET NUMBER

DRAWING SYMBOLS

REVISION REFERENCE1

SHEET NOTE CALLOUT1

1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. PROVIDE

COMPONENTS INDICATED IN DETAILS, RISER DIAGRAMS, CONTROL DIAGRAMS, AND/OR FLOW

DIAGRAMS WHETHER OR NOT INDICATED ON PLANS AND VICE VERSA. WHERE A DISCREPANCY OR

CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND

APPLICABLE SPECIFICATIONS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IN WRITTEN FORM. IN

GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY

CONFLICTS WITH APPLICABLE CODES OR OWNER'S DESIGN STANDARDS, WHEREIN THE CODE OR

OWNER'S DESIGN STANDARDS SHALL GOVERN.

2. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS.

TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED.

3. DIMENSIONS SHALL BE FIELD-VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR

FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT

NO ADDITIONAL COST.

4. PROVIDE 1.5R ELBOWS IN PIPING AS INDICATED.

5. ALL EQUIPMENT, PIPING, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE

ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION-FREE, RIGID INSTALLATION.

6. ALL PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS, FITTINGS, ETC., TO

ALLOW SMOOTH FLOWS.

7. COORDINATE SIZE REQUIREMENTS OF ALL CONCRETE PADS UNDER PIPE SUPPORTS.

8. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. SEE STRUCTURAL

DRAWINGS FOR DETAILS AND SPECIFICATIONS.

9. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN PIPING.

GENERAL NOTES

DESCRIPTION

A/E ARCHITECT / ENGINEER

ABD ABANDONED

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AFR ABOVE FINISHED ROOF

AHU AIR HANDLING UNIT

AP ACCESS PANEL

APPROX APPROXIMATE

ASTM AMERICAN STANDARDS TESTING MATERIALS

BAS BUILDING AUTOMATION SYSTEM

BOP BOTTOM OF PIPE

BHP BRAKE HORSEPOWER

BFV BUTTERFLY VALVE

BTU BRITISH THERMAL UNIT

CAV CONSTANT AIR VOLUME

CD CONDENSATE

CFM CUBIC FEET PER MINUTE

CL CENTER LINE

CO CLEAN OUT

COR CONTRACTING OFFICER'S REPRESENTATIVE

CT COOLING TOWER

CU CONDENSING UNIT

DB DRY BULB

DDC DIRECT DIGITAL CONTROLS

DN DOWN

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECC ENGINEERING CONTROL CENTER

EER ENERGY EFFICIENCY RATING

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

ETR EXISTING TO REMAIN

EWT ENTERING WATER TEMPERATURE

EX EXISTING

ºF DEGREES FAHRENHEIT

FAS FIRE ALARM SYSTEM

FE FLUE EXHAUST

FLA FULL LOAD AMPS

FPM FEET PER MINUTE

FT FEET

GPM GALLONS PER MINUTE

HP HORSEPOWER

HPC HIGH PRESSURE CONDENSATE

HPS HIGH PRESSURE STEAM

HR HOUR

HZ HERTZ

IN INCHES

KW KILOWATT

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH THOUSAND BTUs PER HOUR

MCA MINIMUM CIRCUIT AMPS

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT PROTECTION

MOD MOTORIZED CONTROL DAMPER

NA NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OAT OUTSIDE AIR TEMPERATURE

PC PUMPED CONDENSATE

PH PHASE

PRV PRESSURE REDUCING VALVE

PRS PRESSURE REDUCING STATION

PSI POUNDS PER SQUARE INCH

PSIG PSI GAUGE

PTAC PACKAGED TERMINAL AIR CONDITIONER

PVC POLYVINYL CHLORIDE PIPE

RA RETURN AIR

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHP ROOFTOP HEAT PUMP

RPM REVOLUTIONS PER MINUTE

RS/L REFRIGERANT SUCTION & LIQUID LINES

RTU ROOFTOP AIR CONDITIONING UNIT

SA SUPPLY AIR

SF SQUARE FEET

SP STATIC PRESSURE

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

TA TRANSFER AIR

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

U/G UNDERGROUND

UNO UNLESS NOTED OTHERWISE

V/PH VOLTS/PHASE

VA U.S. DEPARTMENT OF VETERANS AFFAIRS

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

W WATTS

W/ WITH

WB WET BULB

AHU-1

TU-5

TYPICAL UNIT NUMBER; AHU NO. 1

EQUIPMENT ABBREVIATION. AN "EX" SHOWN IN FRONT OF EQUIPMENT TAGS

NOTIFIES THAT EQUIPMENT IS EXISTING.

ITEM (TERMINAL UNIT SHOWN)

TYPICAL UNIT NUMBER; TU NO. 5

CONDENSATE

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

PIPING LEGEND

SYMBOLSYMBOL DESCRIPTION

CWS

CWR

CHWS

CHWR

CD

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLYHHWS

HHWR

FLOW METER

PRESSURE GAUGE WITH SHUTOFF

ELBOW, TURNED DOWN

INLINE PUMP

CAP

ELBOW, 90°

ELBOW, TURNED UP

TEE, OUTLET DOWN

FM

ELBOW, 45°

TEE, OUTLET UP

45° PIPE RISE (R)/DROP (D)

PIPE ANCHORS

CONCENTRIC REDUCER

ECCENTRIC REDUCER

R R

FLANGES

FLOW DIRECTION

UNION

THERMOMETER

FLEX CONNECTION (DOUBLE SPHERE FOR

PIPES 6" AND LARGER; SINGLE SPHERE FOR

PIPES 4" AND SMALLER

RELIEF VALVE

TEST PLUG (PRESSURE/TEMPERATURE)

MANUAL VENT

EQUIP. P-TRAP

FLOW SWITCH

PRESSURE SWITCH

AUTOMATIC AIR VENT

HOSE CONNECTION

ANGLE GLOBE VALVE

REFRIGERANT LIQUID AND SUCTION LINESR

TEE, SIDE CONNECTION

BUTTERFLY VALVE

PRESSURE REGULATING VALVE

CIRCUIT SETTER VALVE

CHECK VALVE

GATE VALVE

BALL VALVE

GLOBE VALVE

MOTORIZED ACTUATOR

PNEUMATIC ACTUATOR

SOLENOID VALVE (2-POSTION W/ ACTUATOR)

STRAINER

THREE-WAY VALVE

DESCRIPTION

6" HPS

INTERIOR PIPE SIZE IN INCHES.

TYPICAL PIPE TAG

SYSTEM TYPE (HPS = HIGH PRESSURE STEAM , HPC = HIGH PRESSURE

CONDENSATE, PC = PUMPED CONDENSATE)

APPLICABLE CODES

1. VA HVAC DESIGN MANUAL (HVACDM) 2024

2. VA SEISMIC DESIGN REQUIREMENTS (SDR) 2023 EDITION

3. VA SUSTAINABLE DESIGN MANUAL (SDM) REV. AUGUST 18, 2017

4. AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS (ASHRAE):

A. SAFETY STANDARD FOR REFRIGERATION SYSTEMS (ASHRAE 15 & 34) 2022 EDITION

B. VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY (ASHRAE 62.1) 2022 EDITION

C. ENERGY STANDARD FOR BUILDINGS (ASHRAE 90.1) 2022 EDITION

D. VENTILATION OF HEALTH CARE FACILITIES (ASHRAE 170) 2021 EDITION

5. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA):

A. COMPRESSED GASES AND CRYOGENIC FLUIDS CODE, NFPA 55 2020 2016 EDITION

B. NATIONAL ELECTRICAL CODE (NEC) 2023 EDITION

C. NATIONAL FIRE ALARM CODE (NFPA 72) 2022 EDITION

D. STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS (NFPA 90A)

2021 EDITION

E. STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS

(NFPA 90B) 2021 EDITION

F. STANDARD FOR SMOKE CONTROL SYSTEMS (NFPA 92) 2021 EDITION

G. STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION OF COMMERCIAL COOKING (NFPA

96) 2023 EDITION

H. HEALTH CARE FACILITIES CODE (NFPA 99) 2021 EDITION

I. LIFE SAFETY CODE (NFPA 101) 2021 EDITION

6. APPLICABLE PUBLICATIONS INCLUDING BUT NOT LIMITED TO:

A. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

B. AMERICANS WITH DISABILITIES ACT (ADA)

C. AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI)

D. AIR MOVEMENT AND CONTROL ASSOCIATION (AMCA)

E. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

F. ASSOCIATION FOR RUBBER PRODUCTS MANUFACTURERS (ARPM)

G. AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM)

H. MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY, INC. (MSS)

I. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

J. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA)

7. APPLICABLE STANDARDS, REGULATIONS, AND PRACTICES OF THE OWNER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry

S te a m

L in e R e p la c e m e n t/

V A

S a lis b u ry S tm L in e R e p l.

R

M E

.r v t

/2

/2

:1

:1

A

M

M-001

MECHANICAL NOTES, LEGENDS, & SYMBOLS STEAM LINE REPLACEMENT

SALISBURY VAMC

659-24-903

09/27/2024 GC DG

100% CONSTRUCTION

DOCUMENTS

SHEET LIST

SHEET NUMBER SHEET NAME

M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS

M-101 MECHANICAL - PHASING

MD103 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 3

MD104 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 4

MD106 SITE PLAN - MECHANICAL - DEMOLITION - PHASE 6

MP101 SITE PLAN - MECHANICAL - NEW WORK - PHASE 1

MP102 SITE PLAN - MECHANICAL - NEW WORK - PHASE 2

MP103 SITE PLAN - MECHANICAL - NEW WORK - PHASE 3

MP104 SITE PLAN - MECHANICAL - NEW WORK - PHASE 4

MP105 SITE PLAN - MECHANICAL - NEW WORK - PHASE 5

MP106 SITE PLAN - MECHANICAL - NEW WORK - PHASE 6

MP107 SITE PLAN - MECHANICAL - NEW WORK - PHASE 7

MD401 MH-10B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3

MD402 MH-16A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3

MD403 MH-17B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 3

MD404 MH-1 - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 4

MD405 MH-10A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD406 MH-C - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD407 MH-10B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD408 MH-16A - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MD409 MH-17B - MECH PLANS AND SECTIONS - DEMOLITION - PHASE 6

MP401 MH-10B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3

MP402 MH-16A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3

MP403 MH-17B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 3

MP404 MH-16A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 4

MP405 MH-17B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 4

MP406 MH-15A - MECH PLANS AND SECTIONS - NEW WORK - PHASE 5

MP407 MH-17C- MECH PLANS AND SECTIONS - NEW WORK - PHASE 5

MP408 MH-15B - MECH PLANS AND SECTIONS - NEW WORK - PHASE 6

MP409 B16 - MECH PLANS AND PHOTOS

MP410 B17 - MECH PLANS AND PHOTOS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL EXISTING CONDITIONS DETAILS

M-801 MECHANICAL SCHEDULES

PROGRESS PRINT

NOT FOR CONSTRUCTION

PROGRESS PRINT

NOT FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

A u to d e s k D o c s /0

S a lis b u ry

S te a m

L in e R e p la c e m e n t/

V A

S a lis b u ry S tm L in e R e p l.

R

M E

.r v t

/2

/2

:1

:1

A

M

9/27/2024 11:10:13 AM9/27/2024 11:10:13 AM

M-101

MECHANICAL - PHASING STEAM LINE REPLACEMENT

SALISBURY VAMC

659-24-903

09/27/2024 GC DG

100% CONSTRUCTION

DOCUMENTS

PERFORM FINAL COMMISSIONING OF SYSTEM, PREPARE SITE FINISHING, RESEEDING AND REPAVING.

HAND OVER SYSTEM TO THE COR FOR USE.

X X X X X - X X X X X X - - NR NR

1) FINAL GRADING AND SEED/SOD

2) FINAL PAVING, LINES, SIGNAGE, AND PERMANENT TRAFFIC CONTROL RESTORATION.

3) FINAL LABELING OF PIPING AND MANHOLES.

4) COMMISSIONING

5) TRAINING AND TURNOVER

7 SITE FINISHING, CX, AND FINAL TURNOVER

DEMOLISH EXISTING MANHOLE 10A…