VAMC CW Replacement - Bid Set - Struc.pdf

STRUCTURAL ABBREVIATIONS

& AND

@ AT

º DEGREE

Ø DIAMETER

= EQUAL

# NUMBER/POUNDS

± PLUS OR MINUS

AB ANCHOR BOLT

ARCH. ARCHITECT, ARCHITECTURAL

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

AISI AMERICAN IRON AND STEEL INSTITUTE

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BCX BOTTOM CHORD EXTENSION

BEW BOTTOM EACH WAY

B.F. BRACED FRAME

BM BEAM

BOTT BOTTOM

B.O. BOTTOM OF

B PL, BP BEARING PLATE / BASE PLATE

BRG BEARING

BTWN BETWEEN

A

B

C

D

E

F

G

H

I

J

K

L

M

CJ CONTROL JOINT / CONSTRUCTION JOINT

CL CENTERLINE

CFS COLD FORMED STEEL

CIP CAST IN PLACE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CVR COVER

DEFL DEFLECTION

DIA DIAMETER

DN DOWN

DWG, DWGs DRAWING / DRAWINGS

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV, EL ELEVATION

EMBED EMBEDMENT / EMBEDDED

ENGR ENGINEER

EOD EDGE OF DECK

EOJ EDGE OF JOIST

EOS EDGE OF SLAB

EQ EQUAL

ETC ETCETERA

EW EACH WAY

EX, EXIST, (E) EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATOR

FDN, FOUND FOUNDATION

FFE FINISHED FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FOW FACE OF WALL

FT FEET / FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

H.J.R. HORIZONTAL JOINT REINFORCEMENT

IF INSIDE FACE

IN INCH

INT. INTERIOR

J.B.E. JOIST BEARING ELEVATION

JST JOIST

JT JOINT

k, K KIP

LB POUND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

(N) NEW

NO. NUMBER

NCMA NATIONAL CONCRETE AND

MASONRY ASSOCIATION

O.C. ON CENTER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY

HEALTH ADMINISTRATION

PAF POWDER ACTUATED FASTENER

PL PLATE

PLUMB PLUMBING

PLWD PLYWOOD

P/C PRECAST

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF. REINFORCED / REINFORCING

REQ'D REQUIRED

RO ROUGH OPENING

RTU ROOF TOP UNIT

SCHED, SCH'D SCHEDULE

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

S.O.G., SOG SLAB ON GRADE

STD STANDARD

STL STEEL

SW SHEAR WALL

TCX TOP CHORD EXTENSION

T.O. TOP OF

T.O.STL TOP OF STEEL

T.O.S. TOP OF SLAB ELEVATION

T.O.W. TOP OF WALL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

W/IN WITHIN

W/OUT WITHOUT

WMC WIND MOMENT CONNECTION

WT WEIGHT

WWR WELDED WIRE REINFORCING

x, X BY

N

O

P

R

S

T

U

V

W

X

BRICK

EXISTING

STRUCTURE

CONCRETE

POROUS

FILL

CONCRETE

MASONRY

UNIT

GROUT

CONCRETE

MASONRY UNIT

(GROUTED)

EARTH

RIGID

INSULATION

STEEL

COMPOSITE

FLOOR

ROOF DECK

SYMBOL LEGEND

NOTES:

1. LAP SPLICE INFORMATION APPLIES TO BEAM, COLUMN,

SLAB AND WALL REINFORCING BARS.

2. CASE 1&2, DEPENDS ON THE CONCRETE COVER, AND

CLEAR SPACING OF BARS AS DEFINED BELOW:

CASE 1 : COVER AT LEAST 1 1/2" AND CLEAR

SPACING AT LEAST 3".

CASE 2 : ALL OTHER CASES.

3. THIS SCHEDULE APPLIES TO 60ksi REINFORCING BARS.

4. FOR BAR DEVELOPMENT LENGTHS, DIVIDE ABOVE

VALUE BY 1.3.

CONCRETE LAP

SPLICE LENGTH

SCHEDULE

f'c=4,500 PSI

CASE 2

1'-4"

CASE 1

1'-4"

2'-10"

3'-9"

1'-6"

1'-9"

7'-4"

8'-3"

3'-8"

4'-6"

2'-11" 6'-0"

1'-4" 2'-0"

BAR

SIZE

#3

#5

#6

#7

#8

#9

#4

10'-3"6'-7"#11

#10 5'-6" 9'-3"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S0.01

STRUCTURAL NOTES

04/22/2022 04/22/2022

CJ BB

STRUCTURAL NOTES

BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE AND ASCE 7-10

2015 INTERNATIONAL EXISTING BUILDING CODE.

ANY REFERENCES TO VARIOUS TRADE CODES THROUGHOUT THESE NOTES ARE TO THE YEAR OF THE CODE CITED IN THE ABOVE REFERENCE BUILDING

CODE.

DESIGN LIVE LOADS

ROOF STRUCTURAL ELEMENTS SHALL BE DESIGNED FOR THE MORE CRITICAL OF THE FOLLOWING LOAD CASES:

CASE 1 30 PSF MINIMUM (NOT REDUCIBLE)

CASE 2 SNOW LOAD BASED ON 35 PSF GROUND SNOW LOAD WITH APPLICABLE DRIFT AND SLIDING LOADS

ROOF SNOW LOAD DESIGN DATA:

FLAT ROOF SNOW LOAD ( Pf ) - 29.4 PSF MINIMUM SNOW LOAD PER ASCE 7-10 -7.3.4 (Pm) – 24 PSF SNOW EXPOSURE FACTOR ( Ce ) – 1.0

SNOW LOAD IMPORTANCE FACTOR ( I ) - 1.2

THERMAL FACTOR (Ct) – 1.0

FLOORS: THE FLOOR AREAS HAVE BEEN DESIGNED FOR THE FOLLOWING MINIMUM LIVE LOADS. LIVE LOAD REDUCTION HAS BEEN CONSIDERED IN FLOOR AND

COLUMN DESIGN.

8" WATER FILLED PIPE 51 PLF

16" WATER FILLED PIPE 160 PLF

STAIRS 100 PSF

FLOOR (TYPICAL) 100 PSF

INTERSTITIAL SPACE 40 PSF

STORAGE 125 PSF

MECHANICAL ROOMS 150 PSF

DESIGN DEAD LOADS

ROOF SELF WEIGHT + SUPERIMPOSED ACTUAL + 10 PSF

INTERSTITIAL SELF WEIGHT + SUPERIMPOSED ACTUAL + 15 PSF

FLOOR SELF WEIGHT + SUPERIMPOSED ACTUAL + 20 PSF

LATERAL LOADS

WIND LOAD ANALYSIS

RISK CATEGORY IV

ULTIMATE WIND SPEED (Vult) 120 MPH NOMINAL WIND SPEED (Vasd) 93 MPH

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/- 0.18

SEISMIC LOAD ANALYSIS

RISK CATEGORY IV

SEISMIC IMPORTANCE FACTOR(Ie) 1.5 MCE SPECTRAL RESPONSE ACCELERATION PARAMETER - SHORT (Ss) 12.3%g MCE SPECTRAL RESPONSE ACCELERATION PARAMETER - 1 second (S1) 4.3%g

SITE CLASS D

SOIL SITE COEFFICIENT (FA / FV) 1.6 / 2.4

DESIGN EQ SPECTRAL RESPONSE ACCEL. PARAMETER - SHORT (Sds) 0.131 DESIGN EQ SPECTRAL RESPONSE ACCEL. PARAMETER - 1 second (Sd1) 0.069

SEISMIC DESIGN CATEGORY C

BASIC SEISMIC FORCE RESISTING SYSTEM C.4 per TABLE 12.2-1 ASCE7-10

RESPONSE MODIFICATION COEFFICIENT (R) 3.5

SYSTEM OVERSTRENGTH FACTOR (Ωo) 3.0 DEFLECTION AMPLIFICATION FACTOR (Cd) 3.0 SEISMIC RESPONSE COEFFICIENT (Cs) 0.047 BASE SHEAR (Fx) MASS x Cs

ANALYSIS PROCEDURE UTILIZED EQUIVALENT LATERAL FORCE

LATERAL ANALYSIS OF RENOVATION SHOWS THAT LATERAL MEMBER DEMAND-TO-CAPACITY RATIOS ARE INCREASED BY LESS THAN 10 PERCENT AFTER ALTERATIONS; NO REMEDIATION OF THE LATERAL SYSTEM IS REQUIRED PER IEBC SECTION 403.4 EXCEPTION.

GENERAL NOTES

REFER TO THE ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC. NOT

SHOWN ON THE STRUCTURAL PLANS.

NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DEVIATION FROM THE STRUCTURAL CONTRACT DOCUMENTS FOR APPROVAL (I.E. OPENINGS IN

STRUCTURAL ELEMENTS SUCH AS LOAD-BEARING WALLS).

ALL MATERIALS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONS NOTED IN THE STRUCTURAL NOTES AND PROJECT

SPECIFICATIONS BASED ON THE FINAL DATE NOTED ON THE CONSTRUCTION DOCUMENTS.

THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS AND FOR THE LIVE LOADS INDICATED IN THE DESIGN DATA ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL SHORING AND BRACING FOR THE STRUCTURE IF ACTUAL CONSTRUCTION

LOADS EXCEED THE DESIGN LOADS.

ALL DIMENSIONS AND NOTES SHALL SUPERSEDE ALL SCALE REFERENCES ON THE DRAWINGS.

ALL WORK SPECIFIED HEREIN SHALL BE INSPECTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE BUILDING CODE AND ALL LOCAL ORDINANCES.

THE CONTRACTOR SHALL HIRE AN EXPERIENCED, QUALIFIED SPECIAL INSPECTOR TO PERFORM ALL THE REQUIRED INSPECTION WORK. ADTEK ENGINEERS WILL NOT PERFORM THE CONTINUOUS DAILY SPECIAL INSPECTIONS DURING CONSTRUCTION. ADTEK ENGINEERS MAY VISIT THE SITE TO ASCERTAIN GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS AND SUCH VISITS ARE NOT TO BE CONSTRUED AS MEETING THE DAILY SPECIAL INSPECTION REQUIREMENTS

UNLESS THE ENGINEER SPECIFICALLY SO STATES IN WRITING.

NEW RTU CONNECTION TO THE CURBS AND THE CURB CONNECTIONS TO THE NEW SUPPORT FRAMING BELOW THE ROOF SHALL BE IN ACCORDANCE WITH

THE RTU MANUFACTURER’S RECOMMENDATIONS.

IT IS THE INTENT OF THESE DRAWINGS FOR ALL DISCIPLINES AND SPECIFICATIONS TO PRODUCE A COMPLETE PROJECT. IN ALL CASES THE DRAWINGS AND SPECIFICATIONS MUST BE REVIEWED, PRICED, ESTIMATED, AND CONSTRUCTED IN THEIR ENTIRETY. THE DRAWINGS ARE COMPLEMENTARY TO ONE ANOTHER AND THE SPECIFICATIONS. ANYTHING SHOWN OR IMPLIED ON ANY ONE DRAWING MUST BE PROVIDED, INSTALLED AND CONNECTED AS THOUGH IT WAS SHOWN ON ALL DRAWINGS AND INCLUDED IN THE ORIGINAL PRICING. NO REQUEST FOR ADDITIONAL COST OR CHANGE ORDER WILL BE ACCEPTED BY THE OWNER FROM ANY CONTRACTOR, SUPPLIER, OR INSTALLER THAT RESULTS FROM A FAILURE TO THOROUGHLY REVIEW ALL DRAWINGS AND SPECIFICATIONS, COORDINATE WITH OTHER TRADES, OR THOROUGHLY INSPECT THE SITE TO DETERMINE ALL EXISTING CONDITIONS.

IF AN ASSUMED OR ACTUAL CONFLICT IS DISCOVERED IN THE CONTRACT DOCUMENTS, THE MORE EXPENSIVE OR HIGHER QUALITY OPTION (AS DETERMINED BY THE ARCHITECT/ENGINEER) SHALL BE ASSUMED TO APPLY UNLESS DIRECTED OTHERWISE BY THE ARCHITECT/ENGINEER.

THE CONTRACTOR IS REQUIRED TO VISIT THE SITE, FAMILIARIZE THEMSELVES WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND AS ARE NECESSARY FOR CONSTRUCTION, AND CORRELATE THEIR OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. IT IS ASSUMED THAT THE CONTRACTOR HAS OBTAINED, BEFORE AWARD OF THE CONTRACT, CLARIFICATION OF ALL QUESTIONS AS TO THE INTENT OF THE CONTRACT DOCUMENTS AND OF ASSUMED OR ACTUAL CONFLICT BETWEEN TWO OR MORE ITEMS IN CONTRACT DOCUMENTS. SHOULD THE CONTRACTOR FAIL TO OBTAIN SUCH CLARIFICATION, THE ARCHITECT/ENGINEER SHALL DIRECT WORK TO PROCEED BY THE METHOD INDICATED, SPECIFIED OR REQUIRED BY CONTRACT DOCUMENTS WHICH WILL PRODUCE THE BEST RESULTS, AS JUDGED BY THE ARCHITECT/ENGINEER. SUCH DIRECTION BY THE

ARCHITECT/ENGINEER SHALL NOT ENTITLE THE CONTRACTOR TO ANY CLAIM FOR EXTRA COST.

CONTRACTOR RESPONSIBILITIES

THE FOLLOWING LIST IS NOT INTENDED TO BE ALL INCLUSIVE, BUT MERELY TO PLACE EMPHASIS ON PARTICULAR ITEMS OF JOB SCHEDULING AND SAFETY.

1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW, ALLOWING A MINIMUM OF

TWO WEEKS FOR REVIEW BY THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REDESIGN OF THE STRUCTURAL SUPPORTS OF EQUIPMENT WHEN THE OPERATING WEIGHT OF THE EQUIPMENT PROVIDED (INCLUDING CURBS AND ACCESSORIES) EXCEEDS THE MAXIMUM DESIGN WEIGHTS NOTED ON THE STRUCTURAL DRAWINGS.

SUBMIT STRUCTURAL CALCULATIONS AND DETAILS FOR THE REVISED EQUIPMENT SUPPORT TO THE PROJECT ARCHITECT FOR REVIEW. THE SUBMITTAL SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT JURISDICTION.

3. IF ACTUAL FIELD CONDITIONS VARY FROM WHAT IS SHOWN OR ASSUMED IN THE CONTRACT DOCUMENTS, THE CONTACTOR IS REQUIRED TO PROMPTLY NOTIFY THE ARCHITECT/ENGINEER AND RECEIVE DIRECTION PRIOR TO PROCEEDING WITH THE WORK AFFECTED BY THE ACTUAL FIELD CONDITION.

4. THE CONTRACTOR SHALL NOTIFY THE PROJECT SPECIAL INSPECTOR IN ADVANCE OF WORK REQUIRING INSPECTIONS OR ON-SITE PERSONNEL.

COORDINATE ADVANCE NOTIFICATION REQUIREMENTS WITH THE SPECIAL INSPECTOR.

5. IF THE CONTRACTOR ANTICIPATES A PROBLEM THAT WILL REQUIRE ASSISTANCE FROM THE PROJECT STRUCTURAL ENGINEER, THE CONTRACTOR SHALL

MAKE EVERY EFFORT TO PROVIDE THE ENGINEER WITH MINIMUM 24 HOURS NOTICE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION IS ACCORDING TO THE SIGNED AND SEALED CONSTRUCTION

DOCUMENTS AND THE REVIEWED SHOP DRAWINGS.

7. THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT JURISDICTION TO DESIGN AND DETAIL THE SUBMITTAL

ITEMS NOTED IN THE DEFERRED SUBMITTALS BELOW.

8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING BETWEEN THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. IT IS NOT INTENDED THAT THE STRUCTURAL DRAWINGS BE USED INDEPENDENTLY OF THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES, INCLUDING DIMENSIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK.

9. THE CONTRACTOR IS RESPONSIBLE FOR METHODS TO ENSURE CONSTRUCTION SAFETY AT THE SITE THROUGHOUT THE COURSE OF THE PROJECT

CONSTRUCTION. SEE O.S.H.A. & M.O.S.H. REGULATIONS FOR CONSTRUCTION.

10. UPON STRUCTURAL COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE SPECIAL INSPECTOR SUBMIT A LETTER OF CERTIFICATION INDICATING THAT THE STRUCTURE IS IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CONCRETE TEST REPORTS AND CODE REQUIREMENTS. THIS LETTER MUST BE REVIEWED BY THE ARCHITECT AND ENGINEER OF RECORD BEFORE SUBMITTAL.

SUBMITTALS NOTES

1. SUBMIT THE SHOP DRAWINGS NOTED BELOW [IN THE SPECS] TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW.

2. DEFERRED SUBMITTALS ( DRAWINGS AND CALCULATIONS ) NOTED BELOW SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT JURISDICTION. THE ENGINEER MUST HAVE A MINIMUM OF THREE YEARS EXPERIENCE IN THE DESIGN OF THE TYPE OF STRUCTURAL COMPONENT REQUIRED FOR THE SUBMITTAL. THE ENGINEER SHALL PERFORM PERIODIC FIELD OBSERVATIONS AND ISSUE A FINAL CERTIFICATION FOR

THE FINAL CONSTRUCTION OF THE STRUCTURE INCLUDED IN THEIR SUBMITTAL.

3. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONSTRUCTION DOCUMENTS FOR USE AS SHOP DRAWINGS IS PROHIBITED.

4. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, PROVIDE THE REVIEWED SHOP DRAWINGS OF THE DEFERRED SUBMITTALS FOR THEIR REVIEW.

SUBMITTALS

A. STRUCTURAL STEEL

B. METAL DECK (INCLUDING SECTION PROPERTIES OF DECK)

C. ANY OPENINGS IN NEW AND EXISTING STRUCTURAL ELEMENTS (INCLUDING LOAD-BEARING MASONRY WALLS) NEED TO BE SUBMITTED TO THE

STRUCTURAL ENGINEER OF RECORD FOR APPROVAL.

DEFERRED SUBMITTALS

A. TEMPORARY SHORING AND BRACING FOR BUILDING ELEMENTS WITH CALCULATIONS

B. STRUCTURAL STEEL CONNECTIONS WITH CALCULATIONS

SPECIAL INSPECTIONS

SPECIAL INSPECTIONS ARE REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. THE TERM SPECIAL INSPECTOR REFERS TO THE SPECIAL INSPECTING ENGINEER OF RECORD HIRED BY THE OWNER [CONTRACTOR FOR MCPS] IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE. INSPECTIONS OF FOUNDATION SUBGRADES MUST BE CONDUCTED BY A LICENSED GEOTECHNICAL ENGINEER, REFERRED TO HEREIN AS THE GEOTECHNICAL INSPECTOR. SPECIAL INSPECTIONS SHALL BE PERFORMED FOR, BUT NOT

LIMITED TO, THE FOLLOWING STRUCTURAL ITEMS:

1. STRUCTURAL STEEL ERECTION

2. METAL DECKING

3. POST-INSTALLED ANCHORS

STRUCTURAL COMPACTED FILL

STRUCTURAL FILL SHOULD BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE STANDARD PROCTOR

MAXIMUM DRY DENSITY (ASTM D698).

EXISTING CONDITIONS

ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE EXCAVATION, DEMOLITION, OR CONSTRUCTION IS BEGUN. EXISTING UTILITIES SHALL BE LOCATED AND PROTECTED AS REQUIRED BY THE EXCAVATION, DEMOLITION, OR CONSTRUCTION. FIELD MEASUREMENTS SHALL BE MADE OF ADJOINING CONSTRUCTION RELATIVE TO THE PROPER INSTALLATION OF NEW WORK. ALL DISCREPANCIES SHALL BE REPORTED TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK IN THE AREA OF THE DISCREPANCY.

FIELD VERIFY ALL RELEVANT EXISTING DIMENSIONS, ELEVATIONS, AND MEMBER SIZES.

SHORING OF BUILDING STRUCTURAL MEMBERS

SHORING OF STRUCTURAL ELEMENTS SHALL BE PROVIDED AS REQUIRED TO PROTECT EXISTING CONSTRUCTION . THE SHORING DESIGN SHALL BE AS REQUIRED BY THE CONSTRUCTION. SUBMIT SHOP DRAWINGS SHOWING ACTUAL SEQUENCE AND DETAILS OF THE SHORING PROCEDURE, AS WELL AS CALCULATIONS INDICATING THAT THE EXISTING BUILDING LOADS AND CONSTRUCTION LOADS HAVE BEEN ACCOMMODATED IN THE SHORING DESIGN. SEE THE "CONTRACTOR RESPONSIBILITIES" AND "SUBMITTAL" NOTES ABOVE FOR ADDITIONAL REQUIREMENTS.

THE CONTRACTOR SHALL VERIFY THE CONDITION OF THE EXISTING STRUCTURE IN THE AREA OF THE PROPOSED SHORING. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF THE DESIGN AND REPAIR OF EXISTING STRUCTURES AND/OR FINISHES DAMAGED DURING SHORING OPERATIONS.

STRUCTURAL CONCRETE

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A1064. DETAILING SHALL BE IN

ACCORDANCE WITH ACI MANUAL 315 AND STANDARD 318.

CONCRETE SHALL BE NORMAL WEIGHT. CONCRETE MIX DESIGN TABLE ON THIS SHEET INDICATES DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, WATER/CEMENT RATIOS, AND ENTRAINED AIR CONTENT REQUIRED.

MAXIMUM AGGREGATE SIZE FOR CONCRETE SHALL BE IN ACCORDANCE WITH THE MAXIMUM AGGREGATE SIZES IN ACI 318 AND AS FOLLOWS:

WALLS & SLABS 3/4”

ALL EXTERIOR CONCRETE AND CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED.

CONCRETE SLUMP: 3" +/- 1"

8” AFTER ADDITION OF HRWR AT THE SITE

THE USE OF ADDITIVES SHALL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER OR NOTED IN THE PROJECT SPECIFICATIONS. THE USE OF ADDITIVES CONTAINING CALCIUM CHLORIDE SHALL NOT BE PERMITTED.

PROVIDE A HIGH RANGE WATER REDUCER (HRWR OR SUPERPLASTICIZER) FOR PUMPED CONCRETE AND AS REQUIRED FOR WORKABILITY.

ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED AS REQUIRED WITH CLASS B TENSION SPLICES PER ACI 315. PROVIDE CLASS B TENSION SPLICES AT WALL CORNERS AND INTERSECTIONS WITH STANDARD 90 DEGREE BENT CORNER BARS, INCLUDING CORNERS OF WALL FOOTINGS AND BOND BEAMS. LAP WELDED WIRE REINFORCING ONE FULL SQUARE AT SIDE AND END LAPS. PROVIDE CORNER LAP BARS AT ALL LONGITUDINAL FOOTING

REINFORCING AS WELL AS AT ALL HORIZONTAL WALL REINFORCING.

ALL TENSION SPLICES IN THE REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL HAVE A MINIMUM LAP DISTANCE AS SHOWN IN THE TENSION LAP

SPLICE CHART IN THE GENERAL NOTES.

PROVIDE CONCRETE PROTECTION FOR REINFORCING AS FOLLOWS (UNLESS NOTED OTHERWISE):

INTERIOR SLABS: 3/4" EXTERIOR SLABS: 1-1/2" WALLS:OUTSIDE FACE - 2"

INSIDE FACE - 1"

ALL CONCRETE WORK, REINFORCING PLACEMENT FORMWORK AND SHORING SHALL BE INSPECTED UNDER THE SUPERVISION OF THE BERKELEY COUNTY INSPECTOR AND THE SPECIAL INSPECTOR. CONCRETE QUALITY CONTROL, INSPECTION AND TESTING SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT

SPECIFICATIONS, ACI 301 AND THE LOCAL BUILDING CODE REQUIREMENTS.

CONSTRUCTION PRACTICES:

FORMWORK DESIGN, SHORING, AND BRACING SHALL BE ACCORDING TO ACI 301.

FORMWORK TOLERANCES SHALL BE PER ACI 117.

WET STICKING OF DOWELS INTO THE FOOTING WILL NOT BE ACCEPTED. DOWELS SHOULD BE PROPERLY PLACED AND TIED TO LONGITUDINAL FOOTING

REINFORCING IN ACCORDANCE WITH CRSI.

THE SPECIAL INSPECTOR SHALL PERFORM A MINIMUM OF ONE CONCRETE TEST FOR EACH 50 CUBIC YARDS OF CONCRETE POURED AT THE PROJECT WITH AT LEAST ONE TEST FOR EACH DAY THAT CONCRETE IS POURED. EACH CONCRETE TEST SHALL INCLUDE A SLUMP TEST AND FIVE LABORATORY CURED TEST CYLINDERS FOR COMPRESSIVE STRENGTH TESTS. TEST TWO CYLINDERS AT 7 DAYS AFTER THE CONCRETE POUR AND TWO AT 28 DAYS WITH ONE RESERVE CYLINDER. THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN TEST REPORTS TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ALL TESTS THAT DO NOT MEET THE PROJECT SPECIFICATIONS WITHIN 24 HOURS.

SLAB ON GRADE

PROVIDE A MINIMUM THICKNESS REINFORCED CONCRETE SLAB AS NOTED ON THE PLANS ON A CONTINUOUS VAPOR RETARDER/BARRIER OVER DRAINAGE COURSE. THE WELDED WIRE REINFORCING SHALL BE PLACED AT 2” BELOW THE TOP SURFACE OF THE SLAB. USE CHAIRS TO ENSURE PROPER PLACEMENT.

THE DRAINAGE COURSE SHALL BE PER THE EARTHWORK SPECS OR ASTM C33, SIZE 57.

CONTRACTOR'S OPTION - PROVIDE SYNTHETIC POLYPROPYLENE REINFORCING FIBERS IN PLACE OF WELDED WIRE MESH IN THE SLAB ON GRADE. FIBERS SHALL BE ADDED AT THE CONCRETE PLANT PER THE FIBER MANUFACTURER'S RECOMMENDATIONS. CONCRETE WITH FIBER REINFORCING SHALL HAVE HIGH

RANGE WATER REDUCER PER ASTM C494, TYPE F OR G.

ALL CONDUITS/PIPES MUST BE PLACED BELOW THE CONCRETE. CONDUIT SHALL NOT TO BE RUN IN THE CONCRETE SLAB.

STRUCTURAL STEEL

ALL STEEL SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360-10, BY THE AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC).

ALL STEEL W SHAPES SHALL BE ASTM A992, GRADE 50. ALL ANGLES, CHANNELS, BENT PLATES, FLAT STOCK AND OTHER MISC. METAL SHAPES SHALL BE ASTM

A36 UNLESS NOTED OTHERWISE. ALL CONNECTIONS SHALL BE WELDED OR BOLTED.

STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S.

HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE CB.

ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36

SHOP AND FIELD FASTENERS SHALL BE ASTM A325 HIGH STRENGTH BOLTS IN BEARING TYPE CONNECTIONS, UNLESS NOTED OTHERWISE.

NATURAL CAMBER OF STEEL BEAMS TO BE FABRICATED WITH CAMBER “UP”. ANY ADDITIONAL CAMBER TO BE FABRICATED WITH CAMBER “UP”. ERECTION OF

ALL BEAMS TO BE CAMBER “UP”.

PROVIDE ARCHITECTURALLY EXPOSED STEEL (AESS) WHERE INDICATED ON THE DRAWINGS PER THE AISC SPECIFICATIONS.

HOLES SHALL NOT BE CUT THROUGH BEAMS AND COLUMNS UNLESS INDICATED OR APPROVED BY THE STRUCTURAL ENGINEER.

WELDING SHALL BE DONE ONLY BY AWS CERTIFIED WELDERS. WELD IN ACCORDANCE WITH THE AWS "STANDARD CODE" FOR ARC AND GAS WELDING IN

BUILDING CONSTRUCTION. USE E70XX ELECTRODES.

STRUCTURAL STEEL SURFACES CAST INTO CONCRETE AND MASONRY AND STEEL TO RECEIVE FIREPROOFING SHALL BE UNPAINTED.

PROVIDE ADEQUATE BRACING AND GUY-WIRING FOR STEEL MEMBERS DURING STEEL ERECTION PRIOR TO FLOOR AND ROOF CONSTRUCTION. THE STEEL FRAME SHALL BE PLUMB WITHIN THE TOLERANCES IN THE AISC AND PROJECT SPECIFICATIONS. STEEL COLUMNS HAVE NOT BEEN DESIGNED AS SELF

SUPPORTING, AND MUST BE ADEQUATELY BRACED DURING ERECTION.

MASONRY SUPPORTED BY STEEL MEMBERS SHALL NOT BE PLACED UNTIL PERMANENT ANCHORAGE AND BRACING SYSTEMS HAVE BEEN INSTALLED AND

UNTIL THE CONCRETE ON THE FLOOR DECKS HAS ATTAINED ITS DESIGN STRENGTH.

THE FABRICATOR IS RESPONSIBLE FOR THE SELECTION, DESIGN AND DETAILING OF ALL CONNECTIONS NOT FULLY DETAILED ON THE CONTRACT DOCUMENTS.

TYPICAL CONNECTION DETAILS ARE INDICATED ON THE DRAWINGS FOR DESIGN INTENT ONLY. THE FABRICATOR SHALL HAVE A REGISTERED PROFESSIONAL ENGINEER PREPARE THE CONNECTION DESIGNS, AND THE DESIGNS SHALL BE SUBMITTED FOR REVIEW WITH THE SHOP DRAWINGS.

SEE THE "CONTRACTOR RESPONSIBILITES" AND "SUBMITTAL" NOTES FOR ADDITIONAL STEEL SHOP DRAWING REQUIREMENTS.

STRUCTURAL STEEL EXPOSED TO WEATHER

ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 AFTER FABRICATION. APPLY ZINC PRIMER TO BOLTED AND WELDED CONNECTIONS IN

THE FIELD.

A

B

C

D

E

F

G

G.7

H

S H

E E T S

2.

tb

SHEET S2.01tc

SHEET S2.01ta

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

t

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.01t

BASEMENT INTERSTITIAL FRAMING

PLAN-TUNNEL

04/22/2022 04/22/2022

CJ BB

SCALE: 1/16" = 1'-0"S2.01t

1 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (OVERALL)

C

D

D.3

W X

W X

W X

W X

W X

W X

W X

W X

S4.01TYP.

WALL PIPE

SUPPORT

PER 6/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

S4.02

WALL PIPE

SUPPORT

PER 6/S4.01

(SIM.)

W

ALL PIPE

SUPPORT

PER 5/S4.01

S4.02

85'-8 1/4" ± (V.I.F.)

5'-0 5/8" ± 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX.

10'-0" MAX.

'-4

/4

V .I .F

EXISTING 12" THICK

CONCRETE WALL,

TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

EQ EQ

PIPE

CL

PIPE

CL

10'-0" MAX. 10'-0" MAX. 10'-0" MAX.

'-0

" M A X .1'

-2

(V

.I.

F.

2' -2

/4

M A X

2' -0

10'-0" MAX.

1'-2"

± (V.I.F.)

4'-1 1/8"

MAX.

2'-0"

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES PIPE ANCHOR SUPPORT. SEE MECHANICAL FOR LARGE PIPE

ANCHOR SIZE.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

AREA ta

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.01ta

BASEMENT INTERSTITIAL FRAMING

PLAN-TUNNEL - AREA a

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.01ta

1 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (AREA A)

W 6X20

W 6X20

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

S .0 tb

S .0 tb

WALL PIPE

SUPPORT

PER 5/S4.01

5'-0 5/8" ±

10'-0" M A X

10'-0" M A X

'-5

V .I

.F

10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX.

1'-2" ±

± (V.I.F.)

2'-2 3/4"10'-0"

MAX.

MAX.

2'-0"

MAX.

2'-0"

MAX.

2'-0"

EXISTING 12" THICK

CONCRETE WALL, TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

'-0 " M

A X

'-2

(V

.I.F

'-1

/8

M A

X

'-0

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE

PER 9/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

S .0 tb

S .0 tb

S .0 tb

S .0 tb

WALL PIPE

SUPPORT

PER 5/S4.01

'-5

V .I

.F

1'-2" 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX.

MAX.

2'-0"

10'-0"

MAX.

EXISTING 12" THICK

CONCRETE WALL, TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

WALL PIPE

SUPPORT

PER 6/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

S .0 tb

S .0 tb

'-5

V .I

.F

EXISTING 12" THICK

CONCRETE WALL, TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

10'-0" MAX.41'-8 1/2" ± (V.I.F.)

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES PIPE ANCHOR SUPPORT. SEE MECHANICAL FOR LARGE PIPE

ANCHOR SIZE.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

AREA tb

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.01tb

BASEMENT INTERSTITIAL FRAMING

PLAN-TUNNEL - AREA b

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.01tb

1 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (AREA B1)

SCALE: 1/4" = 1'-0"S2.01tb

2 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (AREA B2)

SCALE: 1/4" = 1'-0"S2.01tb

3 BASEMENT PLAN - TUNNEL - AREA b3

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

W 6X

W 6X

WALL PIPE SUPPORT AT

PIPE ANCHOR PER 8/S4.01

S .0 tc

S .0 tc

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

5'-0 5/8" ±

10'-0 " M

AX.

10'-0 " M

AX.

10'-0 " M

AX.

10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX.

1'-2" ± (V.I.F.)

4'-1 1/8"

EXISTING 12" THICK

CONCRETE WALL, TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

'-4

/8

V .I .F

MAX.

2'-0"

MAX.

2'-0"

MAX.

2'-0"

10'-0"

MAX.

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

S .0 tc

S .0 tc

S .0 tc

S .0 tc

10'-0"

MAX.

10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX. 10'-0" MAX.10'-0"

MAX.

WALL PIPE SUPPORT

AT SPIDER GUIDE PER

9/S4.01

MAX.

2'-0"

EXISTING 12" THICK

CONCRETE WALL, TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

'-4

/8

V .I .F

WALL PIPE

SUPPORT

PER 6/S4.01

WALL PIPE

SUPPORT AT

PIPE ANCHOR

PER 8/S4.01

WALL PIPE

SUPPORT

PER 5/S4.01

S .0 tc

S .0 tc

10'-0"

MAX.

10'-0" MAX.

1'-2"

MAX.

10'-0"

EXISTING 12" THICK

CONCRETE WALL, TYP.

EXISTING 12" THICK

CONCRETE WALL, TYP.

'-4

/8

V .I .F

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES PIPE ANCHOR SUPPORT. SEE MECHANICAL FOR LARGE PIPE

ANCHOR SIZE.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

AREA tc

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.01tc

BASEMENT INTERSTITIAL FRAMING

PLAN-TUNNEL - AREA c

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.01tc

1 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (AREA C1)

SCALE: 1/4" = 1'-0"S2.01tc

2 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (AREA C2)

SCALE: 1/4" = 1'-0"S2.01tc

3 BASEMENT INTERSTITIAL FRAMING PLAN - TUNNEL (AREA C3)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16 17 18

A

B

C

D

E

F

G

H

J

K

6.9 9.1

L

SHEET S2.02a SHEET S2.02dSHEET S2.02b

SHEET S2.02e

15.1 15.3

TEMPORARILY SHORE AND BRACE

EXISTING STRUCTURE FOR ACCESS

OPENING AT BASEMENT INTERSTITIAL.

SEE MECHANICAL DEMO DRAWINGS AND

DETAIL 10/S4.01

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

a b d e

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.02

FIRST FLOOR FRAMING PLAN

(OVERALL)

04/22/2022 04/22/2022

CJ BB

SCALE: 1/16" = 1'-0"S2.02

1 FIRST FLOOR FRAMING PLAN (OVERALL)

1 2 3 4 5

D

E

F

1.

D.3

1.1

F.3

D.4

D.6

E.2

E.3

EX. W24X68EX. W21X50EX. W21X50EX. W24X76

EX. W21X44 EX. W21X44 EX. W24X68

E X

W

X

E X

W

X

EX. W30X99EX. W30X99EX. W30X99EX. W24X68

E X

W

X

EX. W21X50

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W24X68EX. W24X68EX. W24X76EX. W27X84

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

W6X20

W6X20

W X

W6X20

S4.02

PIPE RISER GUIDE, TYP.

OF 2 (BEARS ON 1ST

FLOOR SLAB ON DECK)

SEE DETAIL 1/S4.01.

H

SS5X

5X 3/

H

SS5X

5X 3/

H

SS5X

5X 3/

S4.02

SEE SECTION 3/S4.01

FOR BEAM ATTACHMENT,

TYP.

EX. 6-1/4"

COMP. DECK

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

a

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.02a

FIRST FLOOR FRAMING PLAN-a

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.02a

1 FIRST FLOOR FRAMING PLAN (AREA A)

5 6 7 8 8.4

D

E

F

6.9 7.6

D.4

D.6

E.2

E.3

E X

W

X

E X

W

X

EX. W24X55EX. W24X55EX. W24X68EX. W21X50

EX. W21X44 EX. W24X68

E X

W

X

E X

W

X

EX. W30X99EX. W30X99

E X

W

X

E X

W

X

EX. W21X50EX. W21X50

E X

W

X

E X

W

X

EX. W24X76 EX. W24X76

EX. W24X84 EX. W24X84

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W21X50

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W16X31

E X

W

X

E X

W

X

E X

W

X

EX. W16X31

EX. W16X31

EX. W16X31

EX. W21X50

EX. W21X50 EX. W21X44

EX. W16X31

EX. W16X31

E X

W

X

E X

W

X

EX. W21X44EX. W16X31

EX. W16X31

NO STRUCTURAL WORK

REQUIRED FOR VALVE

SUPPORT AT THIS LOCATION.

EX. 6-1/4"

COMP. DECK

E X

-1 /4

C O

M P

D

E C

K

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

b

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.02b

FIRST FLOOR FRAMING PLAN-b

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.02b

1 FIRST FLOOR FRAMING PLAN (AREA B)

12 13 14 15

D

E

F

D.3

14.9

F.3

EX. W21X50EX. W21X50EX. W21X50

E X

W

X

EX. W24X68

E X

W

X

EX. W24X68EX. W21X44EX. W21X44

E X

W

X

E X

W

X

EX. W30X99EX. W30X99

EX. W24X62 EX. W24X62 EX. W24X84

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

15.1

E X

W

X

E X

W

X

EX. W8X10

E X

W

X

W6X20

W6X20 C6X10.5 (TYP. OF 3)

PIPE RISER GUIDE, TYP. OF 2

(BEARS ON 1ST FLOOR SLAB

ON DECK) SEE DETAIL 1/S4.01.

HSS KICKERS

PER DETAIL

2/S4.01

BEAMS TO BE TIGHT

TO UNDERSIDE OF

DECK AT THIS

LOCATION, TYP.

EX. 6-1/4"

COMP. DECK

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

d

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.02d

FIRST FLOOR FRAMING PLAN-d

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.02d

1 FIRST FLOOR FRAMING PLAN (AREA D)

15 16 17 18

B

C

D

E

D.3

E X

W

X

15.1 15.3

E X

W

X

EX. W33X130 EX. W33X241 EX. W33X241

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W36X182 EX. W36X182 EX. W36X182

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10 EX. W8X10

E X

W

X

W6X20

W6X20

SEE 3/S4.01, TYP.

EX. 6-1/4"

COMP. DECK

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

e

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.02e

FIRST FLOOR FRAMING PLAN-e

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.02e

1 FIRST FLOOR FRAMING PLAN (AREA E)

B

C

D

E

F

G

H

J

K

6.9 9.1

L

SHEET S2.03a SHEET S2.03d

15.1

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

a d

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.03

FIRST FLOOR INTERSTITIAL FRAMING

PLAN (OVERALL)

04/22/2022 04/22/2022

CJ BB

SCALE: 1/16" = 1'-0"S2.03

1 FIRST FLOOR INTERSTITIAL FRAMING PLAN (OVERALL)

D

E

F

D.3

F.3

E X

W

X

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W14X48

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

E X

W

X

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W8X10

EX. W14X53 EX. W14X53

CUT (2) NEW OPENINGS IN

EXISTING GYPSUM FLOOR SYSTEM

(AVOID CUTTING SUB PURLINS)

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W16X26 EX. W16X26

EX. W16X26EX. W16X26EX. W16X26

EX. W16X26

EX. W24X55

H

SS5X

5X 3/

H

SS5X

5X 3/

S4.02

PIPE RISER GUIDE, TYP.

OF 2 (BEARS ON 1ST

FLOOR SLAB ON DECK)

SEE DETAIL 1/S4.01.

S4.02

E X

G Y

P F

L

E X

S

U B

P

U R

L

IN

S

'-4

O C

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

a

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.03a

FIRST FLOOR INTERSTITIAL FRAMING

PLAN-a

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.03a

1 FIRST FLOOR INTERSTITIAL FRAMING PLAN (AREA A)

D

E

F

D.3

F.3

E X

W

X

EX. W14X48EX. W14X53

EX. W8X10 EX. W8X10

EX. W8X10EX. W8X10

EX. W8X10EX. W8X10

EX. W8X10 EX. W8X10

EX. W8X10EX. W8X10

EX. W8X10 EX. W8X10

EX. W8X10EX. W8X10

EX. W8X10 EX. W8X10

E X

W

X

EX. W8X10EX. W8X10

EX. W8X10 EX. W8X10

EX. W8X10EX. W8X10

EX. W8X10EX. W8X10

EX. W8X10 EX. W8X10

15.1

CUT (2) NEW OPENINGS IN EXISTING

GYPSUM FLOOR SYSTEM (AVOID

CUTTING SUB PURLINS)

PIPE RISER GUIDE, TYP. OF 2

(BEARS ON 1ST FLOOR

INTERSTITIAL SLAB)

E X

G Y

P F

L

E X

S

U B

P

U R

L

IN

S

'-4

O C

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

d

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.03d

FIRST FLOOR INTERSTITIAL FRAMING

PLAN-d

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.03d

1 FIRST FLOOR INTERSTITIAL FRAMING PLAN (AREA D)

B

C

D

E

F

G

H

J

K

6.9 9.1

L

SHEET S2.04a SHEET S2.04b SHEET S2.04c SHEET S2.04d

SHEET S2.04g SHEET S2.04h

15.1 15.3

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

a b c d hg

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.04

SECOND FLOOR FRAMING PLAN

(OVERALL)

04/22/2022 04/22/2022

CJ BB

SCALE: 1/16" = 1'-0"S2.04

1 SECOND FLOOR FRAMING PLAN (OVERALL)

D

E

F

D.3

F.3

E X

W

X

E X

W

X

EX. W21X57EX. W21X57EX. W21X50EX. W24X76

EX. W21X44 EX. W21X44 EX. W21X44

E X

W

X

E X

W

X

EX. W27X84EX. W27X84EX. W27X84EX. W24X55

E X

W

X

EX. W24X55

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W24X62EX. W24X62EX. W24X62EX. W27X84

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. L4X4X1/4

EX. L4X4X1/4

W6X20

W6X20

'-1

/2

'-1

/2

'-0

HSS KICKERS

PER DETAIL

2/S4.01W6X20

IF EXISTING L4X4 IS IN THE WAY

OF THE NEW PIPE SUPPORT

BEAM, DEMO AND REINSTALL

ANGLE ADJACENT TO BEAM

W6X20

S4.02

W6X20 (HIGH

AND LOW)

W6X20 (HIGH

AND LOW)

W6X20 (HIGH

AND LOW)

W6X20 (HIGH

AND LOW)

PROVIDE SADDLES AT

CANTILEVERED BEAMS

FOR PIPE SUPPORT,

TYP. W6X20

W6X20W6X20

W6X20 W6X20

W6X20

W6X20

S4.02

EX. W16X26

E X

W

X

E X

W

X

EX. W16X26

E X

W

X

E X

W

X

EX. W16X26

EX. 6-1/4"

COMP. DECK

SEE 3/S4.01 FOR

CONNECTION OF

BEAMS, TYP.

L4X4X1/4 KICKER

L4X4X1/4 KICKER

L4X4X1/4 KICKER

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

a

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.04a

SECOND FLOOR FRAMING PLAN-a

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.04a

1 SECOND FLOOR FRAMING PLAN (AREA A)

5 6 7 8 8.4

D

E

F

6.9 7.6

D.4

D.6

E.2

E.3

EX. W24X84EX. W24X84EX. W24X84 EX. W24X84

E X

W

X

E X

W

X

E X

W

X

EX. W21X50

E X

W

X

EX. W21X50EX. W21X50EX. W24X62EX. W21X50

EX. W21X44 EX. W24X55

E X

W

X

E X

W

X

EX. W27X84EX. W27X84

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W24X68 EX. W24X68

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W24X76

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W18X40

EX. W18X40

EX. W18X40

EX. W16X31

EX. W21X50

EX. W21X50

EX. W21X50

EX. W21X50

E X

W

X

EX. W21X44EX. W21X50

EX. W21X44

W6X20

W6X20

'-0

'-0

'-6

'-6

W6X20

EX. 6-1/4"

COMP. DECK

SEE 3/S4.01 FOR

CONNECTION OF

BEAMS, TYP.

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of

BID DOCUMENTS

KEY PLAN

b

STRUCTURAL ENGINEERS

ADTEK Engineers, Inc.

150 South East Street, Suite 201 Frederick, MD 21701

S2.04b

SECOND FLOOR FRAMING PLAN-b

04/22/2022 04/22/2022

CJ BB

SCALE: 1/4" = 1'-0"S2.04b

1 SECOND FLOOR FRAMING PLAN (AREA B)

8.4 9 10 11 12

D

E

F

9.1

D.4

D.6

E.2

E.3

E X

W

X

E X

W

X

EX. W24X84 EX. W24X84 EX. W24X76

E X

W

X

EX. W24X84

EX. W21X44

EX. W21X50EX. W21X50EX. W21X50EX. W21X50

EX. W21X44EX. W21X44EX. W24X68

E X

W

X

E X

W

X

EX. W30X99EX. W30X99EX. W30X99

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W24X68

E X

W

X

E X

W

X

E X

W

X

E X

W

X

E X

W

X

EX. W24X62

E X

W

X

EX. W21X50

EX. W16X26

EX. W16X26

EX. W16X26

EX. W16X31

E X

W

X

EX. W16X26

W6X20

W6X20

'-0

'-0

'-0

'-6

/4

'-5

/4

W6X20

EX. 6-1/4"

COMP. DECK

SEE 3/S4.01 FOR

CONNECTION OF

BEAMS, TYP.

PLAN NOTES:

1. INDICATES THREADED ROD / PIPE COLLAR PIPE SUPPORT SUSPENDED

FROM FRAMING ABOVE. SEE MECHANICAL FOR THREADED ROD / PIPE COLLAR

SIZE.

2. INDICATES BEAM ANCHOR PIPE SUPPORT SUSPENDED FROM FRAMING

ABOVE. SEE 2/S4.01 FOR SUPPORT DETAIL.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-16-302

CHILLED WATER LINE

REPLACEMENT BLDG 500 500

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

BID DOCUMENTS SUBMISSION

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount…