Fort Bliss Gravesite Expansion BD Part 10.pdf

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL COMPLY WITH THE PG-18-10 STRUCTURAL DESIGN

MANUAL DATED 7/1/2023 AS APPROVED BY THE DEPARTMENT OF

VETERANS AFFAIRS. THE FOLLOWING CODES APPLY:

-INTERNATIONAL BUILDING CODE 2024

-ASCE/SEI 7-22

-VA HANDBOOK H-18-8 SEISMIC DESIGN REQUIREMENTS

2. REFERENCE STANDARDS: UNLESS OTHERWISE NOTED (U.O.N.), ALL

STANDARDS SHALL BE CURRENT EDITION, WITH LATEST ADDENDA, IF

APPLICABLE.

3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE

ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK

AND SHALL NOTIFY THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES

OR INCONSISTENCIES.

4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES.

5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS

REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED,

THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION.

TEMPORARY BRACING AND SHORING AGAINST WIND AND ERECTION

CONDITIONS DURING CONSTRUCTION OF THE BUILDING, SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR THE PROTECTION OF THE STRUCTURE DURING ALL

PHASES OF DEMOLITION, CONSTRUCTION, AND INSTALLATION.

6. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

7. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL

CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES,

DUCTS ETC. ARE FOR GENERAL INFORMATION ONLY AND SHALL BE

VERIFIED WITH THE MECHANICAL CONTRACTOR BEFORE COMMENCING

THE WORK.

8. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR

LOCATIONS DO NOT COINCIDE WITH EQUIPMENT SHOWN ON PLANS,

COORDINATE ADJUSTMENTS WITH THE STRUCTURAL ENGINEER.

9. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACEMENT

THROUGH STRUCTURAL MEMBERS.

10. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL

ELEMENTS THAT EXTEND THROUGH FOOTING. IE: DRAIN TILE, ELECTRICAL

CONDUIT, MECHANICAL PIPING, ETC. ALL SLEEVES SHALL BE

COORDINATED WITH ARCHITECT/ENGINEER.

11. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC.,

SHALL BE DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED/

STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE

STRUCTURAL ENGINEER.

12. FABRICATOR SHALL CLEARLY NOTE CHANGES MADE IN THE SHOP

DRAWINGS WHICH DO NOT COMPLY WITH THE CONTRACT DOCUMENTS.

REVIEWED APPROVAL SHOP DRAWINGS SHOWING ENGINEERS COMMENTS

ACCOMPANIED WITH RECORD SET SHOP SHOP DRAWINGS, SHALL BE

AVAILABLE FOR REFERENCE AT THE CONSTRUCTION SITE.

13. CONCRETE ANCHORS SHALL BE SIMPSON 'TITEN HD" SCREW ANCHORS OR

EQUIVALENT (U.O.N.). INSTALL ANCHORS USING THE MANUFACTURER'S

RECOMMENDATIONS.

FOUNDATION NOTES:

1. FOOTING ELEVATIONS ARE TO TOP OF FOOTING (T.O. FTG.), UNLESS

OTHERWISE NOTED.

2. FOOTINGS ARE DESIGNED FOR AN ASSUMED MINIMUM NET ALLOWABLE SOIL

BEARING PRESSURE OF 1500 psf. FOR CONTINUOUS AND PAD FOOTINGS.

THIS VALUE SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER, SUBMIT

REPORT OF OBSERVATION TO ARCHITECT/ENGINEER PRIOR TO POURING

FOOTINGS.

3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ENGINEERED

FILL. SOILS SHALL BE OBSERVED AND APPROVED BY A GEOTECHNICAL

ENGINEER PRIOR TO PLACEMENT OF FOOTING CONCRETE. IF NATURAL

UNDISTURBED SOILS ARE NOT ENCOUNTERED AND/OR INADEQUATE SOILS

ARE NOTED AT FOOTING BEARING LEVEL, ARCHITECT/ENGINEER SHALL BE

NOTIFIED PRIOR TO PROCEEDING WITH FURTHER WORK AT THOSE FOOTING

LOCATIONS.

4. PROTECT FOOTINGS FROM THE ACTION OF WATER OR FREEZING.

5. FOOTINGS ARE CENTERED UNDER WALLS ABOVE - UNLESS OTHERWISE

NOTED.

6. PRIOR TO PLACEMENT OF FOOTING CONCRETE, CLEAN FOOTING

EXCAVATIONS OF SNOW, WATER AND DEBRIS.

7. FOOTINGS MAY NOT BE EARTH FORMED.

EXCAVATION & BACKFILL NOTES:

1. EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

2. BACKFILL, & COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED

GEOTECHNICAL ENGINEER. REPORTS ARE TO BE SUBMITTED TO THE

ARCHITECT/ ENGINEER.

3. FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO

ENSURE MINIMUM CONCRETE COVER OF FOOTING REINFORCEMENT FOR

FOOTING DEPTH.

4. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. FLOODING OR

WATER INUNDATION SHALL NOT BE PERMITTED.

5. BACKFILL SHALL BE PLACED IN ALTERNATING LIFTS ON EACH SIDE OF THE

FOUNDATION WALLS TO MAINTAIN STABILITY OF THE FOUNDATION WALLS.

6. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT FOUNDATION WALLS

UNLESS WALLS ARE ADEQUATELY BRACED TOP AND BOTTOM. FINAL WALL

BRACING IS BASEMENT SLAB OR ENGINEERED BACKFILL AND 1ST FLOOR

STRUCTURE. IF THESE ELEMENTS ARE NOT IN PLACE AT TIME OF BACKFILL,

CONTRACTOR SHALL PROVIDE AN ENGINEERED, TEMPORARY BRACING

SYSTEM. THE TEMPORARY BRACING SYSTEM PROPOSED SHALL BE SUBMITTED

TO THE ARCHITECT/ ENGINEER FOR REVIEW PRIOR TO BACKFILLING.

MASONRY NOTES:

1. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO GRADE 'N', MOISTURE

CONTROLLED TYPE I REQUIREMENTS OF ASTM C90, WITH AN ASSUMED

COMPRESSIVE STRENGTH F'm - 2000 psi. MORTAR SHALL CONFORM TO ASTM

C270 AND SHALL BE TYPE 'M' OR TYPE 'S', WITH TYPE 'M' BELOW GRADE.

2. BOND BEAMS SHALL HAVE TWO CONTINUOUS #5 REINFORCING BARS. WHERE

SHOWN ON PLAN OR IN A DETAIL, PROVIDE A BOND BEAM AT THE TOP OF WALLS

AND SPACED NOT MORE THAN 10' - 0" ON CENTER VERTICALLY.

3. WIRE REINFORCING FOR CMU WALLS SHALL BE CORROSION RESISTANT 9 GA.

HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A951. WHERE BOND

BEAMS ARE REQUIRED TO BE SPACED MORE THAN 10' - 0" ON CENTER WIRE

REINFORCING SHALL BE INSTALLED AS PER MANUFACTURER'S

RECOMMENDATIONS WITH MAXIMUM SPACING OF 16" O.C. (U.O.N.).

4. CONCRETE GROUT FOR UNIT MASONRY CORES AND BOND BEAMS SHALL HAVE

A 28 DAY COMPRESSIVE STRENGTH OF 3000 psi.

5. MASONRY WALLS ARE TO BE SUPPORTED LATERALLY UNTIL THE ENTIRE ROOF

AND/OR FLOOR IS IN PLACE AS DETAILED.

6. MASONRY REINFORCING SHALL BE LAPPED AS FOLLOWS: #3 BAR = 18", #6 BAR

= 36", #4 BAR = 24", #7 BAR = 42", #5 BAR = 30", #8 BAR = 48".

7. VERTICAL REINFORCING BARS SHALL BE HELD IN POSITION AT TOP AND

BOTTOM AND AT 192 (REINF.) DIAMETER INTERVALS MAXIMUM. LENGTH OF

REINFORCING BARS TO BE COORDINATED WITH GENERAL CONTRACTOR AND

MASONRY CONTRACTOR.

8. WHERE CELLS ARE TO BE FILLED W/ CONCRETE GROUT, PROVIDE ADDITIONAL

FULL MORTAR BED AT CROSS WEBS ENCLOSING GROUTED CELL.

9. CONSOLIDATE ALL CONCRETE GROUT BY PUDDLING OR VIBRATING.

10. BLOCK COURSING SHOWN ON STRUCTURAL PLANS MAY NOT BE

REPRESENTATIVE OF ACTUAL COURSING. SEE ARCHITECTURAL PLANS AND

SECTIONS FOR ACTUAL LAYOUT OF BLOCK COURSING.

11. MASONRY PIERS SHALL BE LAID UP SIMULTANEOUSLY WITH WALLS AND SHALL

BE INTERLOCKED WITH WALL BLOCKS.

12. FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE PLACED ON A FULL BED OF

MORTAR.

13. CAST DOWELS, WITH STANDARD HOOKS, IN FOOTINGS FOR PIERS AND WALLS

ABOVE. DOWELS SHALL BE THE SAME SIZE AND SPACING OF VERTICAL

REINFORCING. (U.O.N.)

14. INJECTION ADHESIVE SHALL BE SIMPSON "SET-XP" ADHESIVE OR APPROVED

EQUIVALENT (U.O.N.) USING THREADED RODS FOR INSTALL BASE MATERIAL

TEMPERATURES BETWEEN 50-110 DEGREES FARHENHEIT. SEE SPECIFICATION

FOR USAGE AND INSTALL ANCHORS IN STRUCTURAL CONFORMANCE WITH THE

MANUFACTURERS RECOMMENDATIONS.

CONCRETE NOTES:

1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE

INSTITUTE (ACI) CODES AND SPECIFICATIONS, LATEST EDITION. ACI 301

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 315 "DETAILS &

DETAILING OF CONCRETE REINFORCEMENT" ACI 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE".

2. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING

LABORATORY.

3. CAST-IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN

INDEPENDENT TESTING LABORATORY. SEE PROJECT SPECIFICATIONS FOR

REQUIREMENTS.

4. NON WELDED REINFORCING STEEL SHALL BE GRADE 60 DEFORMED,

BILLET-STEEL, ASTM A615, U.O.N. ALL WELDED WIRE FABRIC (WWF) SHALL BE

PLAIN, ASTM A185.

5. WELDED REINFORCING STEEL SHALL BE GRADE 60, LOW CARBON, ASTM A706.

6. PROVIDE EXTRA REINFORCEMENT AROUND ALL OPENINGS GREATER THAN 12"

SQUARE OR 12" IN DIAMETER, INCLUDING DOOR OPENINGS, IN CONCRETE

WALLS & SLABS. PROVIDE 2 - #5 BARS @ 3" O.C., ON EACH SIDE OF THE

OPENING EXTENDING 24" BEYOND THE CORNER OF THE OPENING & 2 - #5

BARS AT 3" O.C. BY 3'-0" LONG DIAGONAL BARS AT EACH CORNER. PLACE

DIAGONAL BARS CENTERED ON CORNER @ 2" CLEAR OF CORNER. ADDITIONAL

REINFORCEMENT SHALL BE PROVIDED AT EACH LAYER OF REINFORCING.

7. REINFORCING STEEL SHALL BE BENT, SPLICED, AND PLACED IN ACCORDANCE

WITH THE ACI 301 (LATEST EDITION).

8. PROVIDE ADEQUATE SUPPORT BARS AND ACCESSORIES TO HOLD

REINFORCING BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES.

9. CONTROL JOINTS SHALL BE PLACED IN A SQUARE PATTERN WITH A MAXIMUM

SPACING OF 10' - 0" O.C. FOR 4" THICK SLAB, 12' - 0" O.C. FOR 5" THICK SLAB, 15'

- 0" O.C. FOR 6" THICK SLAB. WHERE A SQUARE PATTERN IS NOT POSSIBLE,

THE MAXIMUM LONG SIDE TO SHORT SIDE OF THE JOINT PATTERN SHALL NOT

EXCEED A RATIO OF 1.5:1. CONSTRUCTION JOINTS SHALL BE LOCATED BY THE

CONTRACTOR AS REQUIRED FOR CONSTRUCTION WITH A MAXIMUM OF 3,000

SQUARE FEET.

10. CAST DOWELS, WITH STD 90 DEGREE HOOK, IN FOOTINGS FOR CONCRETE

PIERS AND WALLS ABOVE. DOWELS SHALL BE THE SAME SIZE AND NUMBER AS

THE VERTICAL REINFORCING. (U.O.N.)

11. CONCRETE MIX DESIGNS REQUIREMENTS: - AGGREGATES SHALL CONFORM

TO ASTM C33. - CONCRETE EXPOSED TO FREEZE THAW SHALL HAVE 4.5%-7.5%

AIR. - WATER/CEMENT RATIO 0.55 MAX. FOR FOOTINGS AND WALLS, 0.5 MAX.

FOR SLABS - NO FLY ASH IN EXPOSED SLABS, 0.25 MAX. FLY ASH/CEMENT

RATIO IN ALL OTHER APPLICATIONS - WATER PROOFING ADMIXTURE ADD FOR

EXTERIOR EXPOSED CONCRETE.

12 INJECTION ADHESIVE ANCHORS SHALL BE SIMPSON "SET-3G" OR APPROVED

EQUIVALENT (U.O.N.) USING STANDARD 36 KSI THREADED RODS (U.O.N.). SEE

SPECIFICATIONS FOR USAGE. INSTALL ANCHORS IN STRUCTURAL

CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

CAST-IN-PLACE CONCRETE COMPRESSIVE STRENGTHS

PIERS 5000 psi.

EXTERIOR SLABS ON GRADE (AIR ENTRAINED) 5000 psi.

REINFORCING CLEAR CONCRETE COVER

CONCRETE ON SOIL 3"

SLABS ON GRADE MIDHEIGHT

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #6 THRU #18

2"

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #5 OR SMALLER

1 1/2"

FORMED WALLS & STRUCTURAL SLABS NOT EXPOSED TO EARTH OR

WEATHER: #11 AND SMALLER

3/4"

BEAMS AND COLUMNS (COVER TO STIRRUPS OR TIES) 1 1/2"

CONC. REINFORCING BAR LAP SPLICE

SCHEDULE

BAR SIZE

f'c = 3000 psi.

f'c = 4000 psi.

f'c = 5000 psi.

CLASS

"B"

CLASS

"B"

CLASS

"B"

#3 22" 20" 18"

#4 30" 26" 22"

#5 36" 32" 28"

#6 44" 38" 34"

#7 64" 54" 50"

#8 72" 62" 56"

#9 82" 70" 64"

#10 92" 80" 70"

#11 102" 88" 78"

BAR LAP SCHEDULE NOTES:

A. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60

REINFORCING BAR NORMAL WEIGHT CONCRETE.

B. PROVIDE CLASS "B" LAP UNLESS OTHERWISE NOTED.

C. FOR EPOXY COATED BAR, MULTIPLY THE NOTED LENGTHS BY 1.5.

D. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE NOTED LENGTHS BY 1.3.

E. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE

LENGTH, NOT TO EXCEED 6".

F. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

PLACED BELOW HORIZONTAL REINFORCEMENT.FOR TOP BARS, MULTIPLY THE

NOTED LENGTHS BY 1.3.

STRUCTURAL STEEL NOTES:

1. WELDED CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THE LATEST

RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISC) AND THE AMERICAN WELDING SOCIETY (AWS).

2. COLUMN BASE AND CAP PLATES TO BE WELDED AROUND ALL SIDES.

3. WELDS NOT SPECIFIED SHALL BE A FILLET WELD, CONTINUOUS AND/OR ALL

AROUND WITH MINIMUM THROAT DIMENSION AS REQUIRED FOR MATERIAL

THICKNESS PER AWS.

4. STRUCTURAL FABRICATORS SHALL SHOW ALL FIELD WELDING REQUIREMENTS

ON SHOP DRAWINGS SUBMITTED TO THE ENGINEER.

5. BEFORE ENCASING STEEL COLUMNS IN CONCRETE OR MASONRY, COAT

COLUMN BASES AND TOPS OF ANCHOR BOLTS WITH ASPHALTIC ROOF

CEMENT.

6. BEAMS AND COLUMNS SHALL BE ERECTED TRUE AND PLUMB WITHIN AISC

TOLERANCE. PROVIDE TEMPORARY BRACING AS REQUIRED.

7. BEARING PLATES FOR STEEL SHALL BE DRY PACKED WITH A NON-SHRINK,

NON-METALLIC GROUT AS SPECIFIED.

8. PROVIDE DOUBLE ANGLE CONNECTIONS AS DESCRIBED IN PART 10 OF THE

AISC MANUAL OF STEEL CONSTRUCTION (15TH ED-ASD). CONNECTIONS SHALL

BE SELECTED TO SUPPORT BEAM END REACTIONS INDICATED ON THE

CONTRACT DRAWINGS. IF BEAM END REACTIONS ARE NOT INDICATED,

CONNECTIONS MUST BE SELECTED ACCORDING TO THE STANDARD DETAILS

OF THE CONTRACT DRAWINGS. IF BEAM IS NOT ABLE TO SATISFY THE

CONDITIONS OF THE STANDARD DETAILS CONTACT ENGINEER OF RECORD

FOR SPECIFIC DETAILING.

9. FRAMED STEEL BEAM CONNECTIONS SHALL BE "BEARING TYPE", (U.O.N.).

10. DO NOT PAINT STEEL TO BE FIELD WELDED.

AISC MATERIAL SPECIFICATION (13TH EDITION)

"W", "S" AND "M" SHAPES ASTM A992 Fy = 50 ksi.

GRADE "B" STANDARD PIPES ASTM A53 Fy = 35 ksi.

GRADE "C" HSS PIPES ASTM A500 Fy = 46 ksi.

GRADE "C" HSS TUBES ASTM A500 Fy = 50 ksi.

PLATES, BARS, CHANNELS, RODS, ANGLES AND

MISC. SHAPES

ASTM A36 Fy = 36 ksi.

GRADE 36 ANCHOR BOLTS ASTM F1554-99 Fy = 36 ksi.

CONNECTION BOLTS ASTM A325 Fv = 120 ksi.

CONNECTION BOLTS ASTM A490 Fv = 150 ksi.

CONNECTION NUTS ASTM A563

WASHERS ASTM F436

ELECTRODES E70XX

ABBREVIATIONS & SYMBOLS:

+/- PLUS OR MINUS

@ AT

A.B. ANCHOR BOLT

A.P.A. AMERICAN PLYWOOD

ASSOCIATION

A.S.T.M. AMERICAN SOCIETY OF TESTING

MATERIALS

ARCH. ARCHITECTURAL

B.B. BOND BEAM

B.O. BOTTOM OF

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

C CHANNEL

C.M.U. CONCRETE MASONRY UNIT

CCJ CONSTRUCTION CONTROL JOINT

CJ CONTROL JOINT

CL. CENTER LINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

D.L. DEAD LOAD

D.T. DOUBLE TEE / DRAIN TILE

DBL. DOUBLE

DIA. DIAMETER

DIM. DIMENSION

DWL. DOWEL

E.F. EACH FACE

E.J. EXPANSION JOINT

E.W. EACH WAY

EA. EACH

EL. ELEVATION

ELEV. ELEVATOR

EQ. EQUAL

EX. EXISTING

EXC. EXCAVATION

EXP. EXPANSION

F.D. FLOOR DRAIN

FDN. FOUNDATION

FT. FEET

FTG. FOOTING

G.C. GENERAL CONTRACTOR

G.T. GIRDER TRUSS

GA. GAUGE

GALV. GALVANIZE

HC. HOLLOWCORE

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

I.F. INSIDE FACE

INT. INTERIOR

JST. JOIST

KLF. KIPS PER LINEAR FOOT

KSI. KIPS PER SQUARE INCH

L ANGLE

LB LEDGER BEAM

LL LIVE LOAD / DOUBLE ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LWC LIGHT WEIGHT CONCRETE

M.C. MECHANICAL CONTRACTOR

MAS. MASONRY

MAX. MAXIMUM

MECH. MECHANICAL

MFG. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N. NORTH

N.T.S. NOT TO SCALE

NS. NON-SHRINK

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD

OPNG. OPENING

ORIG. ORIGINAL

P.A.F. POWDER ACTUATED FASTENER

P.C. PRECAST CONCRETE

PART. PARTITION

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PNL. PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PW PLYWOOD

R. OR

RAD.

RADIUS

R.D. ROOF DRAIN

REINF. REINFORCING

REQD. REQUIRED

S.A. STUD ANCHOR

S.B. SOIL BORING

S.D. SEE DETAIL

S.D.L. SUPERIMPOSED DEAD LOAD

S.E.R. STRUCTURAL ENGINEER OF

RECORD

S.L. SNOW LOAD

S.L.L. SUPERIMPOSED LIVE LOAD

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPA. SPACING / SPACES

SPECS. SPECIFICATIONS

SQ. SQUARE

STD. STANDARD

STL. STEEL

T & B TOP & BOTTOM

T & G TONGUE & GROOVE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.J. TOP OF JOIST

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.S.E. TOP OF STEEL ELEVATION

TEMP. TEMPORARY

THK. THICK / THICKENED

TRANS. TRANSVERSE

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V. / VER. VERIFY

VERT. VERTICAL

W.L. WIND LOAD

W/ WITH

W/O WITH OUT

WD. WOOD

WTS. WEIGHTS

WWF WELDED WIRE FABRIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

L0W VOLTAGE/SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

FIRE ALARM:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER

886CM3026FT BLISS NATIONAL

CEMETERY EXPANSION

18528

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JUNE 15, 2026

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S-001

NOTE SHEET

JUNE 15, 2026 EW DW

INTERSTORY DRIFT LIMIT 0.020*H

SEISMIC DESIGN CATEGORY C

SITE CLASS D

DESIGN SPECTRAL RESPONSE Sd1 = 0.2 DESIGN SPECTRAL RESPONSE Sds = 0.35

MAPPED SPECTRAL RESPONSE S1 = 0.11

MAPPED SPECTRAL RESPONSE Ss = 0.39 SEISMIC IMPORTANT FACTOR le = 1

RISK CATEGORY II

LATERAL LOADS

(SEISMIC - MSFRS)

COMPONENTS CLADDING BASE... 24.0 psf.

INTERNAL PRESSURE COEFF +/- 0.18

WIND EXPOSURE "C"

RISK CATEGORY II

NOMICAL WIND SPEED 81.3 MPH.

ULTIMATE WIND SPEE (3 SECOND GUST) 105 MPH.

IMPORTANCE FACTOR 1.0 lw

LATERAL LOADS (WIND -

MSFRS)

TYPICAL ROOF DL = 20 psf.

DEAD LOADS:

LIVE LOAD 20 psf.

CONSTRUCTION LOADING 25 psf.

GROUND SNOW LOAD Pg = 15 psf.

THERMAL FACTOR Ct = 1.2 EXPOSURE FACTOR Ce = 1.0 IMPORTANCE FACTOR ls = 1.0 ROOF SNOW Pf=13 psf.

ROOF LIVE LOADS:

16. DESIGN LOADS:

DEFERRED SUBMITTAL SCHEDULE:

SUPPORT/ANCHORAGE FOR MECHANICAL

ELECTRICAL, PLUMBING EQUIPMENT AND THEIR COMPONENTS

FIRE SPRINKLER SEISMIC BRACING

DEFERRED SUBMITTAL SCHEDULE NOTES:

1. PREFABRICATED COMPONENTS OR SYSTEMS SPECIFIED ON THE STRUCTURAL

DRAWINGS TO BE DESIGNED BY OTHERS SHALL BE SUBMITTED BY THE

CONTRACTOR TO THE ARCHITECT OR ENGINEER OF RECORD FOR REVIEW AS A

DEFERRED SUBMITTAL. DEFERRED SUBMITTALS SHALL INCLUDE DRAWINGS

AND CALCULATIONS THAT HAVE BEEN STAMPED AND SIGNED BY AN ENGINEER

APPROPRIATELY LICENSED IN THE STATE OF CONSTRUCTION.

2. THE PURPOSE OF THE ENGINEER OF RECORD’S REVIEW SHALL BE

DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE BEEN PROPERLY

SEALED, THAT THE LOAD CRITERIA IS IN GENERAL CONFORMANCE WITH THE

CONTRACT DOCUMENTS AND THE REFERENCED BUILDING CODE, AND THAT THE

CONNECTIONS TO THE PRIMARY STRUCTURE ARE APPROPRIATE FOR THE

STRUCTURE’S DESIGNED CAPABILITIES.

3. THE STRUCTURAL ENGINEER WILL RELY ON THE SPECIALTY ENGINEER’S SEAL

AS CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER

COMPLY WITH THE CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND

APPLICABLE CODES AND STANDARDS. THE STRUCTURAL ENGINEER SHALL NOT

BE RESPONSIBLE FOR THE ADEQUACY OF DESIGNS PROVIDED BY OTHERS.

4. MECHANICAL, ELECTRICAL, AND PLUMBING (MEP) EQUIPMENT ANCHORAGE AND

BRACING IS A DELEGATED DESIGN. CONTRACTOR SHALL PROVIDE SHOP

DRAWINGS AND CALCULATIONS PREPARED BY A LICENSED PROFESSIONAL

ENGINEER IN THE STATE OF CONSTRUCTION. DESIGN SHALL CONFORM TO

ASCE 7-22 CHAPTER 13. PROVIDE ISOLATORS, FASTENERS, AND BRACING THAT

ARE ICC-ES APPROVED AND CAPABLE OF TRANSFERRING ALL CODE-REQUIRED

LATERAL LOADS. SUSPENDED EQUIPMENT SHALL BE LATERALLY BRACED TO

THE MAIN STRUCTURE.

5 PIPING AND DUCTWORK SEISMIC BRACING IS A DELEGATED DESIGN.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS

PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF

CONSTRUCTION. DESIGN SHALL CONFORM TO ASCE 7-22 CHAPTER 13. BRACING

DETAILS MAY FOLLOW SMACNA 'GUIDELINES FOR SEISMIC RESTRAINTS OF

MECHANICAL SYSTEMS' PROVIDED THEY MEET MINIMUM LATERAL FORCE

REQUIREMENTS OF ASCE 7-22.

6 FIRE SPRINKLERS SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH ASCE

7-22 CHAPTER 13 AND NFPA 13. SEISMIC BRACING CALCULATIONS AND SHOP

DRAWINGS SHALL BE PROVIDED AS A DELEGATED DESIGN, PREPARED AND

STAMPED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE

OF CONSTRUCTION.

Revisions: Date: 106 of 155

BASE BID

L1

L2

OPEN

VER.

8' - 0 1/8"

VER.

5' - 0 1/4"

VER.

7' - 2 3/8"

V E

R

6'

3/

4"

V E

R

/8

(E) 2x6

(E) PCL

(E) PCL

(E

P C

L

V E

R

2'

3/

4"

(E) 2x6

(E) 2x6

T.O. (E) C.M.U

EL.=110'-8" (VER.)

(E) 6x6 POST

ABOVE

(E) LOUVER IN WALL

(E) 3"x6"

(E ) 3

"x 6"

(E ) 3

"x 6"

(E) 3"x6"

(E ) 2 x1 2(E) 2x12

(E) 3"x6" (E ) 3

"x6

North

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

L0W VOLTAGE/SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

FIRE ALARM:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER

886CM3026FT BLISS NATIONAL

CEMETERY EXPANSION

18528

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JUNE 15, 2026

C U s e rs \J

B u e rm a n n

\D o c u m e n ts

\1

-P

IC

R E

S T

R O

O M

-S -R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:0

:1

P

M

3004-S-201

PIC/RESTROOM BLDG - LOWER AND UPPER

ROOF FRAMING PLAN

JUNE 15, 2026 EW DW

KEYNOTES:

1 INFILL EXISTING OPENING WITH 8" C.M.U.

GROUTED AND REINFORCED WITH #5 VERT.

PROVIDE NEW STEEL LINTEL. - S.D. 1/3004-S-401

2 INFILL EXISTING OPENING WITH 8" C.M.U.

GROUTED AND REINFORCED WITH #5 VERT. @

1'-4" O.C. - S.D. 2/3004-S-401

1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

3. L# = LINTEL MARK - SEE LINTEL SCHEDULE ON THIS SHEET.

4. (E) PCL = EXISTING PRECAST CONCRETE LINTEL

SHEET NOTES:

1/4" = 1'-0"

LOWER ROOF FRAMING PLAN

1/4" = 1'-0"

UPPER ROOF FRAMING PLAN

North

LINTEL SCHEDULE

MARK LINTEL REINFORCEMENT COMMENTS

L1 PL. 7.5" x 1 1/2" - S.D. 1/3004 - S-401

L2 (E) PCL - S.D. 2/3004 - S-401

Revisions: Date: 107 of 155

(E) BOND BEAM W/ (1) #4 BAR CONT.

(E) LOUVER (VER.)

(E) 2-#4 JAMB BARS (GROUTED SOLID)

(E) 4-#4 FULL HEIGHT BARS, 2 PER CELL (GROUTED SOLID)

(E) 8" CMU W/ #4 BAR @ 2'-0" O.C.

(E) CMU WALL BEYOND

(E) BOND BEAM W/ (1) #4 BAR CONT.

(E) LOUVER (VER.)

(E) 4-#4 FULL HEIGHT BARS, 2

PER CELL (GROUTED SOLID)

(E) 8" CMU W/ #4 BAR @ 2'-0" O.C.

(E) CMU WALL BEYOND

GROUT BLOCK ABOVE

NEW STEEL LINTEL SOLID

NEW STEEL LINTEL - SEE PLAN

FINISHED FLOOR

EL. = 100'-0" VER.

T.O. FOOTING

EL. = 98'-0" (VER.)

(E) PCL (7-5/8"Wx7-5/8"H, REINF. W/ 2-#3 TOP & 2-#5 BOT

(E) PCL (7-5/8"Wx7-5/8"H, REINF. W/ 2-#3 TOP & 2-#5 BOT

FINISHED FLOOR

EL. = 100'-0"

T.O. FOOTING

EL. = 98'-0" (VER.)

(E) CONC. FTG.

(E) CMU WALL BEYOND(E) CMU WALL BEYOND

T.O. WALL

EL. = 110'-8" (VER.)

T.O. WALL

EL. = 110'-8" (VER.)

EXISTING CONDITION NEW CONDITION

6 3/4" 7 5/8"

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

2'

0" 4'

8"

1/2" PL. BOLTED WITH 3/8" DIA. SIMPSON

"TITEN HD" SCREW ANCHORS OR

APPROVED EQUIVALENT (U.O.N.) @ 1'-0"

O.C - ROWS STAGGERED - EMBED 4" MIN.

6 3/4"

3' - 4"

7'

1/

2"

2' - 6 1/4"

A

A

SECTION A

WALL

(E) 8" CMU

GROUT BLOCK ABOVE

STEEL LINTEL SOLID.

3/8" DIA. SIMPSON "TITEN HD"

SCREW ANCHORS OR

APPROVED EQUIVALENT

(U.O.N.) @ 1'-0" O.C - ROWS

STAGGERED - EMBED 4" MIN.

STEEL LINTEL 7.5"x1.5"

FY MIN = 50 KSI

NOTE:

1. FIELD VERIFY ALL EXISTING CONDITIONS

NOTE:

1. VERIFY ALL DIMENSIONS @ NEW CONDITION WITH

ARCHITECTURAL DRAWINGS.

3/16

(E) BOND BEAM W/ (1) #4 BAR CONT.

(E) 8" CMU W/ #4 BAR @ 2'-0" O.C.

(E) CMU WALL BEYOND

(E) PCL (7-5/8"Wx7-5/8"H, REINF. W/ 2-#3 TOP & 2-#5 BOT

FINISHED FLOOR

EL. = 100'-0"

T.O. FOOTING

EL. = 98'-0" (VER.)

(E) CONC. FTG.

(E) CMU WALL BEYOND

T.O. WALL

EL. = 110'-8" (VER.)

EXISTING CONDITION

NEW CONDITION

3' - 4"

8" 1' - 11"

(E) BOND BEAM W/ (1) #4 BAR CONT.

(E) 8" CMU W/ #4 BAR @ 2'-0" O.C.

(E) CMU WALL BEYOND

(E) PCL (7-5/8"Wx7-5/8"H, REINF. W/ 2-#3 TOP & 2-#5 BOT

FINISHED FLOOR

EL. = 100'-0"

T.O. FOOTING

EL. = 98'-0" (VER.)

(E) CONC. FTG.

(E) CMU WALL BEYOND

T.O. WALL

EL. = 110'-8" (VER.)

2' - 8"

8" 1' - 11"

2'

0" 4'

0"

BOND BEAM WITH 2-#5 CONT.

DRILL+EPOXY #5 BAR INTO (E) CMU

WALL EMBED = 4"

INFILL EXISTING OPENING WITH 8"

C.M.U. GROUTED AND REINFORCED

WITH #5 VERT. @ 1'-4" O.C.

DRILL+EPOXY #5 BAR INTO (E) FTG W/

SIMPSON "SET-3G" EPOXY OR

APPROVED EQUIVALENT (U.O.N.) -

EMBED = 8" MIN. - SEE NOTE 2

DRILL+EPOXY #5 BAR

INTO (E) PCL W/

SIMPSON "SET-3G"

EPOXY OR APPROVED

EQUIVALENT (U.O.N.) -

EMBED = 4" MIN.

8'

8"

INFILL EXISTING OPENING WITH 8"

C.M.U. GROUTED AND REINFORCED

WITH #5 VERT. @ 1'-4" O.C.

NOTE:

1. VERIFY ALL DIMENSIONS @ NEW CONDITION WITH ARCHITECTURAL

DRAWINGS.

2. FIELD VERIFY IF THE EXISTING C.M.U. WALL IS GROUTED SOLID AT

FINISHED FLOOR ELEVATION. IF THE EXISTING C.M.U WALL IS GROUTED

SOLID AT THIS ELEVATION, THEN DRILL+EPOXY #5 BAR INTO TOP OF (E)

C.M.U. WALL W/ SIMPSON "SET-3G" EPOXY OR APPROVED EQUIVALENT

(U.O.N.) - EMBED =8" MIN.

NOTE:

1. FIELD VERIFY ALL EXISTING CONDITIONS.

EXISTING CMU CORES SHALL BE

GROUTED SOLID AFTER INSTALLING

REBAR IF CORES ARE NOT

ALREADY GROUTED SOLID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

L0W VOLTAGE/SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

FIRE ALARM:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER

886CM3026FT BLISS NATIONAL

CEMETERY EXPANSION

18528

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JUNE 15, 2026

C U s e rs \J

B u e rm a n n

\D o c u m e n ts

\1

-P

IC

R E

S T

R O

O M

-S -R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:0

:1

P

M

3004-S-401

PIC/RESTROOM BLDG - FRAMING DETAILS

JUNE 15, 2026 EW DW

1/2" = 1'-0"3004-S-401

1 CMU INFILL & LINTEL @ (E) WALL DETAIL

1/2" = 1'-0"3004-S-401

2 CMU INFILL (E) WALL DETAIL

Revisions: Date: 108 of 155

(E) 26K5

(E) 26K5

(E) 26K5

(E) 26K5

(E) 26K5

(E) 26K5

(E) 26K5

(E) 26K5

(E) 26K5

(E) 20K6

(E

2x

(E

2x

(E

2x

L1

(E) 10K1 (E) 10K1

(E

W x1

(E) 10K1(E) 16K3

(E

6x

(E

2x

(E

2x

(E

2x

(E ) C

OL.

(E ) C

OL.

W 6x

(E) 2x8

W 6x

(E ) C

OL

(E ) C

OL.

(E ) C

OL.

(E ) C

OL.

(E) 4 - 2x12

(E

2x

(E)HSS8x8x1/4

(E )H

S S

8x 8x

1/

(E

2x

(E

2x

(E

2x

(E

2x

(E) 16x36

(E) 20K6

(E) 16x31

(E) 16K3

3003-S-201

3003-S-201

3003-S-201

C.M.U. WALL (VERIFY)

EXISTING 12"

STEEL LINTEL @ C.M.U.

SEE PLAN

NOTE: ALL LINTELS AND VENEER LINTELS TO HAVE 8" BEARING MINIMUM @ EACH END.

L4x3 1/2x1/4 (LLV)

VENEER LINTEL

EXISTING SPLIT

FACE BLOCK

NOTE:

PROVIDE SIMILAR CORNER BARS AT MASONRY WALL INTERSECTIONS.

4 CORNER BAR @

EACH BOND BEAM

REINFORCING BAR

SEE PLAN

C.M.U. WALL

NOTES:

1. LAY UP WALL 4'-0" HIGH & PLACE REINFORCING BARS.

2. FILL CELLS WITH CONCRETE @ REBAR LOCATIONS ONLY (UNLESS OTHERWISE

NOTED ON PLAN FOR ADDITIONAL GROUTING) - PUDDLE OR VIBRATE TO

CONSOLIDATE.

3. REPEAT PROCEDURES ABOVE FOR ENTIRE HEIGHT OF WALL.

4. SEE GENERAL STRUCTURAL NOTES FOR TENSION SPLICE REQUIREMENTS.

SINGLE LAYER DOUBLE LAYER

CENTER REINF.

BAR IN CELL

CONSTRUCTION

JOINT LEVEL IN

GROUTED CELL

C.M.U. WALL

SEE PLAN

2"

1" CLR. 1" CLR.

C.M.U. WALL

SEE PLAN

C.M.U. WALL

SEE PLAN

3/16

EXISTING HSS8x8 STEEL BEAM

INFILL W/8" C.M.U.GROUTED AND REINFORCED

W/# 4 VERTICAL BARS @ 2'-0" O.C. TO MATCH

@ EA. EXISTING BAR & #4 HORIZONTAL BARS

@ 2'-0" O.C. REMOVE FACESHELL TO INSTALL

REINFORCMENT AND GROUT

EXISTING 8"

C.M.U. WALL

EXISTING 8"

C.M.U. WALL

DRILL & EPOXY EA. #4 WITH

SIMPSON "SET-3G" EPOXY OR APPROVED

EQUIVALENT (U.O.N.)

EMBED = 8"

E M

B E

D

North

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

L0W VOLTAGE/SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

FIRE ALARM:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER

886CM3026FT BLISS NATIONAL

CEMETERY EXPANSION

18528

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JUNE 15, 2026

C U s e rs \J

B u e rm a n n

\D o c u m e n ts

\1

-M

A

IN

T -S

-R V

T jb u e rm a n n S

R X

R

.r v t

/1

/2

:3

:4

A

M

3003-S-201

MAINTENANCE BLDG - ROOF FRAMING PLAN

JUNE 15, 2026 EW DW

KEYNOTES:

1 INFILL WITH 8" CMU GROUTED AND REINFORCED WITH #4

VERTICAL BARS @ 2'-0" O.C. TO MATCH @ EA. EXISTING BAR & #4

HORIZONTAL BARS @ 2'-0" O.C. - REMOVE FACESHELL TO INSTALL

REINFORCEMENT AND GROUT - S.D. 4/S3003-S-201

2 DRILL + EPOXY EACH #4 HORIZONTAL BAR INTO EXISITING 8" CMU

WALL WITH SIMPSON "SET 3G" EPOXY OR APPROVED EQUIVALENT

(U.O.N.) - EMBED = 8"

1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

3. L# = LINTEL MARK - SEE LINTEL SCHEDULE ON THIS SHEET.

SHEET NOTES:

1/4" = 1'-0"

ROOF FRAMING PLAN

LINTEL SCHEDULE

MARK LINTEL REINFORCEMENT COMMENTS

L1 2 - L 5 x 5 x 5/16 - S.D. 1/3003-S-201

1" = 1'-0"3003-S-201

1 LINTEL @ EXISTING C.M.U. WALL DETAIL

1" = 1'-0"3003-S-201

3 C.M.U. CORNER REINFORCING DETAIL

1" = 1'-0"3003-S-201

2 C.M.U. WALL REINFORCING DETAIL

1" = 1'-0"3003-S-201

4 C.M.U INFILL DETAIL

Revisions: Date: 109 of 155

6" CONC. SLAB, REINF. W/ #4 @ 1'-6" EACH WAY, ON 6"

SAND FILL

T.O. SLAB EL. = 100'-0" U.O.N.

6"6" 12' - 0"

13' - 0"

6" 6"

6"

6"

6"

6"

(E ) C

OL

CONC.

PIE

R

(E ) C

OL

CONC.

PIE

R

(E) COL &

CONC.

PIER

(E ) C

OL

CONC.

PIE

R

CONTROL JOINT-TYP.

6" 6"

SLAB ON GRADE

SEE PLAN "A"

3/16" SAW CUT OR TOOL JOINT

IN EXPOSED SLAB. FILL WITH

POURABLE SEALANT

4"

3/4" DIA. X 1'- 1" SMOOTH DOWEL

@ 1'-0" O.C. GREASE ONE END.

NOTE:

DIM. "A" = 1" FOR 4" SLABS, 1 1/4" FOR 5" SLABS, & 1 1/2" FOR 6" SLABS

NOTE:

SAW CUT SHALL BE EXECUTED AS SOON AS CONCRETE HAS HARDENED

SUFFICIENTLY TO PREVENT AGGREGATE DISLODGING BY SAW & PRIOR

TO SHRINKAGE STRESS CRACKING.

SLAB ON GRADE

SEE PLAN

1/4 SLAB DEPTH

3/16" SAW CUT OR TOOL

JOINT IN EXPOSED SLAB

CONSTRUCTION

OR CONTROL

JOINT TYP.

SLAB ON GRADE

SEE PLAN

EXISTING C.I.P COLUMN

BOND BREAK

EXISTING C.I.P. COLUMN

GRID

GRID

6"

North

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

L0W VOLTAGE/SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

FIRE ALARM:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER

886CM3026FT BLISS NATIONAL

CEMETERY EXPANSION

18528

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JUNE 15, 2026

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

-H G

-S -R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:0

A

M

3302-S-101

HONOR GUARD SHELTER - FOOTING &

FOUNDATION PLAN

JUNE 15, 2026 EW DW

3/8" = 1'-0"

FOOTING & FOUNDATION PLAN

1/2" = 1'-0"3302-S-101

1 FLOOR CONSTRUCTION JOINT DETAIL

1/2" = 1'-0"3302-S-101

2 FLOOR CONTROL JOINT DETAIL

1/2" = 1'-0"3302-S-101

3 COLUMN ISOLATION JOINT DETAIL

Revisions: Date:

SHEET NOTES:

1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

3. THE COLOR OF THE NEW CONCRETE SLAB AT HONOR GUARD SHELTER

SHALL MATCH EXISTING. REFER TO ARCHITECTURAL DRAWINGS AND

03 30 53 SPECIFICATION.

T.O. PIER

EL. = FINISHED

GRADE (VERIFY)

9" CONC. SLAB, REINF. W/ #4 T&B @ 0'-5" O.C. EACH

WAY, ON 6" SAND FILL

CONTROL JOINT - TYP.

CENTER HIGH POINT - SEE SHEET NOTE #3

4001-S-101

4001-S-101

4001-S-101

1 1 1 1 1 1 P1 P1 P1 P1 P1 P1

NOTE:

SAW CUT SHALL BE EXECUTED AS SOON AS CONCRETE HAS HARDENED

SUFFICIENTLY TO PREVENT AGGREGATE DISLODGING BY SAW & PRIOR

TO SHRINKAGE STRESS CRACKING.

SLAB ON GRADE

SEE PLAN

1/4 SLAB DEPTH

3/16" SAW CUT OR TOOL

JOINT IN EXPOSED SLAB

MARK P1

6 - #5 VERTS. W/

#3 TIES @ 1'-0" O.C.

U.O.N.

3" CLR.

SEE PLAN FOR

SIZE & REINF.

9" L

AP

1' - 6"

1 3/4" DIA. STEEL

POST - SEE ARCH

1' - 6" EMBED

CONCRETE SURROUND -

SLOPE AWAY FROM

POST AT 1/4"/FOOT

3' -0

M

IN

NOTE:

ALL SIX MILITARY SEAL POST ELEVATIONS SHALL MATCH.

DRILL & EPOXY #4 DWLS TO

MATCH SLAB ON GRADE REINF.

EMBED = 1'-8"

EXISTING FDN. WALL

VERIFY

EXISTING GRANITE

SLAB ON GRADE

SEE PLAN

2" CLR.

2" CLR.

EXISTING FOOTING

VERIFY

EMBED

BOND BREAK

6" 6"

SLAB ON GRADE

SEE PLAN "A"

3/16" SAW CUT OR TOOL JOINT

IN EXPOSED SLAB. FILL WITH

POURABLE SEALANT

4"

3/4" DIA. X 1'- 1" SMOOTH DOWEL

@ 1'-0" O.C. GREASE ONE END.

NOTE:

DIM. "A" = 1" FOR 4" SLABS, 1 1/4" FOR 5" SLABS, & 1 1/2" FOR 6" SLABS

North

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

L0W VOLTAGE/SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS,CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

FIRE ALARM:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER

886CM3026FT BLISS NATIONAL

CEMETERY EXPANSION

18528

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JUNE 15, 2026

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4001-S-101

ROSTRUM - FOOTING & FOUNDATION PLAN

JUNE 15, 2026 EW DW

KEYNOTES:

1 COORDINATE FINAL LOCATION OF MILITARY

SEALS WITH 4101-AE111.

1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

3. NEW 9" CONCRETE SLAB SHALL SLOPE UNIFORMLY FROM CENTER HIGH

POINT TO PERIMETER AT A RANGE OF 1/8"-1/4" PER FOOT TO PROVIDE

POSITIVE DRAINAGE.

4. THE COLOR OF THE NEW CONCRETE SLAB AT ROSTRUM SHALL MATCH

EXISTING. REFER TO ARCHITECTURAL DRAWINGS AND 03 30 53

SPECIFICATION.

5. EXISTING FOUNDATION WALL SHALL BE BRACED AT THE EXTERIOR FACE

OF THE FOUNDATION WALL PRIOR TO DEMOLITION OF THE EXISTING

SLAB-ON-GRADE TO MAINTAIN WALL STABILITY DURING CONSTRUCTION.

SHEET NOTES:

1/4" = 1'-0"

FOOTING & FOUNDATION PLAN

1/2" = 1'-0"4001-S-101

2 FLOOR CONTROL JOINT DETAIL

1/2" = 1'-0"4001-S-101

4 MILITARY SEAL STEEL POST @ EXT. PIER DETAIL

1/2" = 1'-0"4001-S-101

3 SLAB CONN. DETAIL

Revisions: Date:

Schedule Notes - Pier

MARK PIER SIZE COMMENTS

P1 1'-6" DIA. S.D. 4/4001-S-101

1/2" = 1'-0"4001-S-101

1 FLOOR CONSTRUCTION JOINT DETAIL

B

M

D

Ƨ

Ƨ

M

S

S

M

CO2

CO

H2

HZG

NO2

O2

HS

H

T

TC

TH

TS

T/P

M

S

T/P

EM

TP

W

IR

S

CHWS

CD

CDR

CWR

CWS

HWR

HWS

G

STM

(E)

CHWR Chilled-Water Return

Chilled-Water Supply

Condensate Drain

Steam Condensate Return

Condenser-Water Return

Condenser-Water Supply

Hot-Water Return

Hot-Water Supply

Natural Gas

Steam Supply

RL

RS

Refrigerant Liquid

Refrigerant Gas

2"

RD Refrigerant Discharge

Mechanical Piping Symbols

Keynote Symbol

Continuation Symbol

Sheet Number Where Detail is Placed

Detail Number on Sheet

Plan Revision Number

General Plan Symbols

Room Name / Number

Point Where New Connects To Existing

Existing Pipe To Remain

Area Being Demolished

Area Not In Contract

Pipe To Be Demolished

Above Ground Piping

Nominal Pipe Size

Below Ground Piping

Pipe Slope (When Applicable)

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN

THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE

USED IN THIS SET OF DRAWINGS.

LP Liquid Propane

1/8" / 12" SLOPE

24"x12"

24"/12"

18"Ø

General Exhaust Air

Outdoor Air

Building Relief Air

Return Air

Supply Air

Transfer Air

Grille, Register, Diffusers

Airflow

Catalog Throw Performance Neck Size / Module Size

Existing Duct To Remain

Oval Duct Size (Width / Height)

Sq. Duct Size (Width x Height)

HVAC Symbols

Rect. Supply Duct Rise / Drop

Mechanical Equipment

Round Duct Size (Diameter)

Duct To Be Demolished

Kitchen Exhaust Duct

Env. Tobacco Smoke

Equipment By Others (Refer To Other Disciplines)

Existing to Remain Equipment

Flue Gas Vent

Combustion Air

Ventilation Air

(E)AHU-2

Ø ROUND

ABV ABOVE

AC AIR CONDITIONING

AD AREA DRAIN

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

ALT ALTERNATE

AP ACCESS PANEL

ARCH ARCHITECT/ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLW BELOW

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CLG CEILING

CO CLEAN OUT

CW COLD WATER

D DEGREE

DB DRY BULB

DIA DIAMETER

DN DOWN

DW DISTILLED WATER

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

E/A EXHAUST AIR

EXIST EXISTING

F DEGREES FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FL FLOOR

FO FUEL OIL

FOV FUEL OIL VENT

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOOR SINK

FT FOOT/FEET

FTR FIN TUBE RADIATION

GAL GALLON

GF GAS-FIRED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSE POWER

HTG HEATING

HTR HEATER

HW HOT WATER

HYD HYDRANT

ID INDIRECT

IN INCH

INV INVERT

LB POUND

LB/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

LP LOW PRESSURE

LPG LIQUEFIED PETROLEUM GAS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M/A MIXED AIR

MAX MAXIMUM

MBH ONE THOUSAND BTU PER HOUR

MCF ONE THOUSAND CUBIC FEET

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTR MOTOR

MU/A MAKE-UP/AIR

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NTS NOT TO SCALE

O OXYGEN

O/A OUTSIDE AIR

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP

PIV POST INDICATOR VALVE

PLBG PLUMBING

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PWR POWER

R DUCT RISER

R/A RETURN AIR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REC RECESSED

RED REDUCER

RH RELATIVE HUMIDITY

RL/A RELIEF AIR

RM ROOM

RPM REVOLUTIONS PER MINUTE

RW RAIN WATER

SF SQUARE FOOT

S/A SUPPLY AIR

SAN SANITARY

SF SQUARE FOOT

SD SMOKE DAMPER

SM SURFACE MOUNT

SP STANDPIPE

SP STATIC PRESSURE

STM STEAM

T THERMOSTAT

TD TEMPERATURE DROP

TDR TRENCH DRAIN

TEMP TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

V VENT

VAV VARIABLE AIR VOLUME

VENT VENTILATION

VTR VENT THROUGH ROOF

W WASTE

WB WET BULB

WCO WALL CLEAN OUT

WH WALL HYDRANT

Abbreviations

Type (See Schedule)

Max NC Rating

Design Airflow Rate

RTU-1

10.0 ton

RTU-1

180000 Btu/h

180 CFH

3.7 GPM

VAV 1-2

Design Water Flow

Operating Weight

Heating Capacity

Nominal Cooling Capacity

Mechanical Devices

GWR

GWS

Geothermal-Water Return

Geothermal-Water Supply

Existing Relocated Equipment(R)AHU-3

AC AIR CONDITIONING UNIT

ACCU AIR COOLING CONDENSING UNIT

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

CH CHILLER

CT COOLING TOWER

CUH CABINET UNIT HEATER

CHWP CHILLED WATER PUMP

DBP DOMESTIC WATER BOOSTER PUMP

DC DUCT MOUNTED COIL

DCP DOMESTIC WATER CIRCULATING PUMP

EF EXHAUST FAN

EDC ELECTRIC DUCT COIL

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

FCU FAN COIL UNIT

FP FIRE PUMP

GI GREASE INTERCEPTOR

GRV GRAVITY ROOF VENTILATOR

HWP HEATING WATER PUMP

HRU HEAT RECOVERY UNIT

PRV POWER ROOF VENTILATOR

RE RETURN/EXHAUST FAN

RTU ROOFTOP UNIT

SP SUMP PUMP

UH UNIT HEATER

WH WATER HEATER

Equipment Abbreviations

Damper Types

Laboratory Hood

Unit Identity

Valve Types

2" CHECK

2" BAL

3" CIRC

2" GATE

2" PRV

2" STRAIN

2" M-CNTRL

2" BV

1" GAS-CNTRL

Alternate Check Valve

1" REG

1" GAS COCK

1" PLUG

2" BFV

2" GLOBE

2" LOCK

4" 3-WAY CNTRL

2" QUICK

FLUE

C/A

S/A

V/A

O/A

R/A

L/A

T/A

E/A

KED

LH

ETS

Round Supply Duct Rise / Drop

Rect. Return Duct Rise / Drop

Round Return Duct Rise / Drop

Rect. Exhaust Duct Rise / Drop

Round Exhaust Duct Rise / Drop

(E)

EF-XX

500 CFM

AC-1

AFF:7'-0" Bottom of Equipment Height

Carbon Dioxide Detector

Carbon Monoxide Detector

Hydrogen Gas Detector

Hazardous Gas Detector

Nitrogen Dioxide Detector

Oxygen Gas Detector

Smoke Damper

Fire Damper

Comb. Fire/ Smoke Damper

Manual Damper

Motorized Damper

Backdraft Damper

Pipe Rise / Drop

Linear Diffuser

6"Ø

CD11 100

TYP. X 4

10"Ø/24x24 H6/9/1729

CD3 500

8"Ø/2s/4'-0"L

LD8 200

18"x10"

SG1 500

AFF:9'-0"

Neck Size Airflow

Airflow

Mounting Elevation (Centerline)

Nominal Duct Size

Airflow Neck Size/ Slot(s)/ Active Length

16"x16"

RG1 800

AFF:9'-0"

12"x12"/24x24

RG2 500

Airflow

Mounting Elevation (Centerline)

Nominal Duct Size

Airflow Neck Size / Module Size

Max NC Rating

Type Count for Space

Unit Identity

Gas Supply Input Rate

ET-1

379 lb

Humidity Sensor

Humidistat

Thermostat

Temp/ CO2 Sensor

Temp/ Humidity Sensor

Temperature Sensor

AHU-1

Ball Valve

Balancing Valve

Butterfly Valve

Check Valve

Circuit Setter

Gate Valve

Globe Valve

Locked Shield Valve

Pressure Reducing Valve

Quick Opening Valve

Fluid Strainer

Elec. Control Valve

3-Way Elec. Valve

Emergency Gas Shutoff

Plug Valve

Gas Shutoff Cock

Gas Regulator

2" CHECK

Throw Pattern

Room

Sidewall Supply Grille

Round Ceiling Diffuser

Square Ceiling Diffuser

Sidewall Return Grille

Ceiling Return

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY

OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE BUT ARE GIVEN AS AN AID TO THE

CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR A

COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER.

THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874.

5. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY ALL

ELEVATIONS BEFORE BEGINNING WORK.

6. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING ANY

WORK.

7. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO PLUMBING

FIXTURES.

8. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT BE CONSIDERED SHUTOFF

VALVES.

9. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL SCOPE OF ITEMS TO BE REMOVED. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL DEMOLITION

INFORMATION.

10. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK UNLESS NOTED

OTHERWISE. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL INFORMATION.

PLUMBING GENERAL NOTES

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND

MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL

ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY

AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. CONTRACTORS SHALL REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AS WELL AS SPECIFICATIONS AND DRAWINGS OF OTHER DISCIPLINES AND FOR GENERAL INFORMATION

NECESSARY TO COMPLETE THE WORK.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER

BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE

ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

5. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS, THE REGULATIONS, CODES, ORDINANCES AND LAWS OF LOCAL, STATE AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION.

6. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE

SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

7. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES

REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

8. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN

SPRINKLERS.

9. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR

PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

10. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR

WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

11. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH

WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

12. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO

ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

13. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL

SLEEVE PERIMETER TO BE WATERTIGHT.

14. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED

SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

15. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

16. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR STARTERS, SWITCHES, AND DISCONNECTS. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL MAINTAIN ALL WORKING CLEARANCES PER CODE FOR THE ELECTRICAL EQUIPMENT. NO PIPING (OR DUCTWORK)

SHALL BE ROUTED OVER, UNDER OR ADJACENT TO ELECTRICAL EQUIPMENT. COORDINATE WITH

ELECTRICAL CONTRACTOR PRIOR TO ROUGH-IN. ANY CONFLICTS WILL RESULT IN THE PIPING (AND

DUCTWORK) BEING RELOCATED AT THE CONTRACTOR'S EXPENSE.

17. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND

MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT.

18. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON- STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE

APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL GENERAL NOTES

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO,PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

A. A COPY OF "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA, ANSI/SMACNA 001-2008 SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON THE JOB SITE AT ALL

TIMES.

B. ALL MECHANIC, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED OR BRACED TO

MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC, SECTION

161A.1.18 THROUGH 161A.1.26 AND ASCE 7-10 CHAPTERS 13, 29, AND 30.

C. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 2019 CBC SECTION 1616A.1.23, 1616A.1.24, 1616A.1.25 AND 1616A.1.26.

SEISMIC MECHANICAL GENERAL NOTES

CA

CD

CW

F-CW

NPW

S-CW

HW

HW 140°

HW-R

HW-R 140°

GV

GW

G

OV

OW

PD

V

SS

SHWR

SHWS

SD

OSD

Plumbing SymbolsGeneral Plan Symbols

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN

THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE

USED IN THIS SET OF DRAWINGS.

LP

Identity Type

RO

ID

2000 SF

6" SD-1

Ø ROUND

ABV ABOVE

AC AIR CONDITIONING

AD AREA DRAIN

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

AFUE ANNUAL FUEL UTILIZATION EFFICIENCY

ALT ALTERNATE

AP ACCESS PANEL

ARCH ARCHITECT/ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLW BELOW

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CLG CEILING

CO CLEAN OUT

CW COLD WATER

D DEGREE

DB DRY BULB

DIA DIAMETER

DN DOWN

DW DISTILLED WATER

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

E/A EXHAUST AIR

EXIST EXISTING

F DEGREES FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FL FLOOR

FO FUEL OIL

FOV FUEL OIL VENT

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOOR SINK

FT FOOT/FEET

FTR FIN TUBE RADIATION

GAL GALLON

GF GAS-FIRED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSE POWER

HTG HEATING

HTR HEATER

HW HOT WATER

HYD HYDRANT

ID INDIRECT

IN INCH

INV INVERT

LB POUND

LB/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

LP LOW PRESSURE

LPG LIQUEFIED PETROLEUM GAS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M/A MIXED AIR

MAX MAXIMUM

MBH ONE THOUSAND BTU PER HOUR

MCF ONE THOUSAND CUBIC FEET

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTR MOTOR

MU/A MAKE-UP/AIR

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NTS NOT TO SCALE

O OXYGEN

O/A OUTSIDE AIR

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP

PIV POST INDICATOR VALVE

PLBG PLUMBING

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PWR POWER

R DUCT RISER

R/A RETURN AIR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REC RECESSED

RED REDUCER

RH RELATIVE HUMIDITY

RL/A RELIEF AIR

RM ROOM

RPM REVOLUTIONS PER MINUTE

RW RAIN WATER

SF SQUARE FOOT

S/A SUPPLY AIR

SAN SANITARY

SF SQUARE FOOT

SD SMOKE DAMPER

SM SURFACE MOUNT

SP STANDPIPE

SP STATIC PRESSURE

STM STEAM

T THERMOSTAT

TD TEMPERATURE DROP

TDR TRENCH DRAIN

TEMP TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

V VENT

VAV VARIABLE AIR VOLUME

VENT VENTILATION

VTR VENT THROUGH ROOF

W WASTE

WB WET BULB

WCO WALL CLEAN OUT

WH WALL HYDRANT

Abbreviations

AC AIR CONDITIONING UNIT

ACCU AIR COOLING CONDENSING UNIT

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

CH CHILLER

CT COOLING TOWER

CUH CABINET UNIT HEATER

CHWP CHILLED WATER PUMP

DBP DOMESTIC WATER BOOSTER PUMP

DC DUCT MOUNTED COIL

DCP DOMESTIC WATER CIRCULATING PUMP

EF EXHAUST FAN

EDC ELECTRIC DUCT COIL

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

FCU FAN COIL UNIT

FP FIRE PUMP

GI GREASE INTERCEPTOR

GRV GRAVITY ROOF VENTILATOR

HWP HEATING WATER PUMP

HRU HEAT RECOVERY UNIT

PRV POWER ROOF VENTILATOR

RE RETURN/EXHAUST FAN

RTU ROOFTOP UNIT

SP SUMP PUMP

UH UNIT HEATER

WH WATER HEATER

Equipment Abbreviations

2 DFU

0" FD-1

Floor Drain

3" AD-1

3" FS-4

6" DD-1

3" HD-1

Plumbing Fixture Notes

Floor Drain w/ Trap Primer "P" Indicates Primer Connection

Drainage Fixture Units

8" SD-12

Rainfall Surface Area

Pipe Accessory Notes

Floor Drain w/ Deep Seal Trap

Floor Drain w/ Integral Cleanout

2" FD-3P

4" FCO

Area Drain (No Trap)

2" CHECK

2" BALANCE

2" CIRC

1" T/V

2" GATE

2" PRV

2" STRAIN

2" QUICK

2" M-CNTRL

2" S/O

TMV-XT/P

TMVEM

PRIMER

2" METER

1 1/2" METER

1" GAS-CNTRL

2" BACKWATER

Alternate Check Valve

1" REG

1" GAS COCK

1" PLUG

Double Check Valve

Reduced Pressure Zone

Natural Gas

Condensate Drain

Liquid Propane

Combination DWV

Compressed Air

Domestic Cold-Water

Non-Potable Water

Soft Cold-Water

Filtered Cold-Water

Reverse Osmosis Water

Domestic Hot-Water

Domestic Hot-Water 140°

Hot-Water Recirculation

Hot-Water Recirculation 140°

Grease Vent

Grease Waste

Indirect Drain

Oil Vent

Oil Waste

Pump Discharge

Sanitary Vent

Sanitary Drain

Solar Water Return

Solar Water Supply

Storm Drain

Storm Overflow

WV Sanitary Wet Vent

(E)

2"

Existing Pipe To Remain

Pipe To Be Demolished

Above Ground Piping

Nomi…