07 - 596-22-700 Drawings 03_Structural.pdf

NOTES (GENERAL):

A. STAGGER ALL SPLICES 12 db MIN, BUT NOT LESS THAN 12"

B. ALL DIMENSIONS INDICATED IN TABLE ARE IN INCHES

C. BARS GREATER THAN #11 SHALL BE MECHANICALLY SPLICED

D. ALL SPLICES SHALL BE WIRED IN CONTACT STACKED VERTICAL

MULTIPLIERS:

ALL EMBEDMENT AND LAP SPLICE LENGTHS SHALL BE INCREASED

AS REQ'D BY THE MULIPLIERS BELOW. APPLY MULTIPLE

MULTIPLIERS IF APPLICABLE

1.3 -- IF CONC CONTAINS LIGHT WEIGHT AGGREGATES

1.3 -- IF EPOXY COATED REBAR USED

NOTES (PERTAINING TO TABLE):

A. TOP BARS ARE HORIZONTAL BARS THAT HAVE MORE THAN 12" OF FRESH CONCRETE

CAST BELOW THEM.

B. ALL BARS THAT ARE NOT "TOP BARS" ARE "OTHER" BARS

C. ABBREVIATIONS:

- LCE - COMPRESSION EMBEDMENT LENGTH

- LTE - TENSION EMBEDMENT LENGTH

- LCS - COMPRESSION LAP SPLICE LENGTH

- LTS - TENSION LAP SPLICE LENGTH

- LDH - HOOKED BAR TENSION EMBEDMENT LENGTH

DEVELOPMENT AND LAP SPLICE SCHEDULE

EMBEDMENT

F'c=3000 psi F'c=4000 psi

EMBEDMENTLAP SPLICE LAP SPLICE

COMPRESSION

BAR

COMPRESSION COMPRESSION COMPRESSIONTENSION (LTE) TENSION (LTS) TENSION (LTE) TENSION (LTS)HOOK HOOK

#3

#4

#5

#6

#7

#8

#9

#10

#11

(LCE) TOP OTHER (LCS) TOP OTHER (LDH) (LCS) TOP OTHER (LDH)(LCE) TOP OTHER

12 12 16 16

15 24

19 35

23 48

26 78

30 96

34 116

38 140

42 164

2'-0" MIN

40 BAR DIA

DETAIL NOTES:

CMU WALL BOND BEAM

(4) VERT BARS @

INTERSECTION. MATCH TYP

WALL REINF

BOND BEAM BARS TYP

VERT BARS, RE: PLAN & WALL

SECTION

(3) VERT BARS AT CORNER.

MATCH TYP WALL REINF

BOND BEAM CORNERS BOND BEAM INTERSECTION

2 3

4 56

DETAIL NOTES:

PAD SIZE: 1'-0" EACH WAY LARGER THAN

EQUIPMENT BASE OR SEE PLAN FOR SIZE

CHAMFER ALL 3/4" TYP

6x6-W2.9 WWR, 1" CLEAR OF TOP

#3 TIE AT 12" OC AROUND PERIMETER AND ALL

OPENINGS

CONSTRUCTION JOINT, ROUGHEN SURFACE TO

1/4 AMPLITUDE AND APPLY BONDING AGENT

#3 CONT AROUND PERIMETER

6" TYPICAL UNLESS NOTED OTHERWISE ON PLAN

SEE GENERAL NOTES FOR UNDERSLAB

REQUIREMENTS.

4" THICK SOG MINIMUM ON 4” OF GRANULAR FILL.

REINF SLAB WITH 6 X 6-W2.1xW2.1 WWR

T/SLAB

RE: PLAN

T/MEP SLAB

100'-6"

LARGER OF ADJACENT

PENETRATION DIAMETERS

D1 & D2 OR 6",

WHICHEVER IS GREATER

2" TYP

2" T

Y P

NOTES:

A. DETAIL DOES NOT APPLY FOR PENETRATIONS LARGER THAN 12" IN

DIAMETER. SEE TYP SLAB OPENING DETAIL FOR SUCH PENETRATIONS

DETAIL NOTES:

ARRANGE PRIMARY SLAB BARS

TO PASS BY PENETRATIONS.

DO NOT TERMINATE SLAB

BARS AT PENETRATIONS

(1) #5 x 5'-0" T&B @

ENDS & IN BTWN ALL

PENETRATIONS

(1)#5 x 5'-0" T&B EA SIDE

ALIGN PENETRATIONS WHERE

POSSIBLE

CORNERSINTERSECTIONSENDS

WALLS WITH 2 LAYERS OF REINF (10" OR GREATER)

WALLS WITH 1 LAYER OF REINF (< 10")

LTS

LT

S

DETAIL NOTES:

DWLS TO MATCH HORIZ REINF SIZE AND

SPACING. ALT HOOK DIRECTIONS (TYP)

CORNER BARS. MATCH HORIZ REINF SIZE AND

SPACING

HORIZONTAL BARS

STD HOOK

U-BARS TO MATCH SIZE AND SPACING OF

HORIZ BARS (TYP) @ WALLS 16" OR THICKER

DWLS TO MATCH HORIZ REINF SIZE AND

SPACING (TYP)

25 3

6 4

LTS

CORNERSINTERSECTIONS

3 4

5/16" CONT

BENT PL

1/4" CONT

BENT PL

5/16

5/16

DETAIL A

NOTES:

A. HEIGHT OF MASONRY ABOVE LINTEL MUST

BE MIN OF 1/2 THE OPENING WIDTH

B. PROVIDE ONE STEEL LINTEL FOR EA 4"

THICKNESS OF MASONRY. (FOR EXAMPLE: 3

ANGLES FOR 12" OF WALL)

C. LINTELS SPECIFICALLY CALLED OUT ON

DRAWINGS SHALL GOVERN OVER THIS

SCHEDULE

D. ALL STEEL ANGLES SHALL BE GALV AND

SHALL HAVE SHORT LEG HORIZONTAL (SLH)

E. L6 REQUIRES A 2" MIN AIR GAP TO FIT IN

WALL CAVITY.

5"

9"

LOOSE LINTEL SCHEDULE

L1

MARK

L2

L3

L4

L5

L6

UP TO 1'-8"

OPENING SIZE

1'-9" TO 3'-0"

3'-1" TO 4'-5"

4'-6" TO 6'-3"

6'-4" TO 8'-0"

8'-1" TO 12'-0"

1/4" PL x WALL WIDTH - 1/2"

OPENING SIZE

5/16" & 1/4" BENT PL (SEE DETAIL A) 8"

BRG LENGTH

L3 1/2" x 3 1/2" x 1/4"

L4" x 3 1/2" x 5/16"

L5" x 3 1/2" x 3/8"

L6" x 3 1/2" x 3/8" 8"

4"

4"

4"

4"

NOTES:

ROOF STRUCTURE, RE: PLAN.

POST-INSTALLED ANCHOR TO ROOF STRUCTURE.

STRUT CHANNEL BRACE

ATTACHMENT TO EQUIPMENT / CABINET.

POST-INSTALLED ANCHOR INTO FLOOR SLAB, TYP

CONCRETE FLOOR SLAB, RE: PLAN. AVOID

DAMAGING REINFORCEMENT.

ANCHORAGE BRACKET PER EQUIPMENT

MANUFACTURER

EQUIPMENT / CABINET

1 2

5 6

CONTRACTOR SHALL PROVIDE

FINAL DESIGN IN COMPLIANCE

WITH SEISMIC REQUIREMENTS

OUTLINED IN THE SPECIFICATIONS

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number 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 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024

ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENG.

SPUR DESIGN

2519 MADISON AVE., SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS LLC

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, #1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGRINEER

RATED ENGINEERING

609 S. KELLY AVE., SUITE H2

EDMOND, OK 73003

(405) 856-2965

/1

/2

:4

:3

P

M

OF

SPUR #: 2207

BID DOCUMENTS

No. REVISION DESCRIPTION DATE

596-22-700

SE001

STRUCTURAL GENERAL NOTES AND

DETAILS

MDMPWS

EHRM INFRASTRUCTURE

UPGRADES, LEXINGTON, KY

03/15/2024

LEXINGTON VA HEALTH CARE

2250 LEESTOWN RD

LEXINGTON, KY 40511

03_Abbreviation Schedule

Abbreviation Abbreviation Name

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AR ANCHOR ROD

ARCH ARCHITECT OR ARCHITECTURAL

B/ BOTTOM OF

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BWP BRACED WALL PANEL

CFS COLD FORMED STEEL

CHKD CHECKED

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DIA or Ø DIAMETER

DIAG DIAGONAL

DIR DIRECTION

DWL DOWEL

EA EACH

EE EXTENDED END

EJ EXPANSION JOINT

ELEV ELEVATION

EN EDGE NAILING

ENGR ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FDN FOUNDATION

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HOLE

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SLICE LENGTH

LW LIGHTWEIGHT

MFCR MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OPP OPPOSITE

OVS OVERSIZED

P/C PRECAST

PAF POWDER ACTUATED FASTENER

PAR PARALLEL

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATION

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RC REINFORCED CONCRETE

RE: REFER TO

REINF REINFORCING

REQD REQUIRED

RF RIGID FRAME

SC SLIP CRITICAL

SDS SELF DRILLING SCREW

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIR STIRRUPS

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL DESIGN CRITERIA (2021 IBC AND ASCE 7-16):

1. BUILDING OCCUPANCY RISK CATEGORY IV.

2. LIVE LOADS [UNIFORM (PSF) / POINT LOADS (KIPS)]:

-- GROUND LEVEL SLAB ........................................100 PSF / 2.0 K

3. WIND DESIGN DATA:

-- BASIC WIND SPEED (3 SEC GUST):……………...118 MPH

– ASD WIND SPEED, V(ASD)....................................92 MPH

-- WIND EXPOSURE:…………………………………..C

-- GROUND ELEVATION ABOVE SEA LEVEL……..1,000 FT

-- DIRECTIONALITY FACTOR (Kd) ..........................0.85

-- INTERNAL PRESSURE COEFF:………….……….0.18

4. EARTHQUAKE DESIGN DATA:

-- SEISMIC IMPORTANCE FACTOR (Ie):………......1.5 -- MAPPED SPECTRAL RESP ACCEL (Ss / S1):…..0.25 / 0.099

-- SITE CLASS:………………………………………….D

-- SPECTRAL RESPONSE COEFF (Sds / Sd1):……0.21 / 0.14

-- SEISMIC DESIGN CATEGORY:……………………D

-- SEISMIC FORCE RESISTING SYSTEM:…………R=3, CONCRETE

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2021 EDITION" AND ALL APPLICABLE VA DOCUMENTS, INCLUDING

HANDBOOK 18-8. REFER TO THE SPECIAL STRUCTURAL INSPECTION NOTES FOR

ADDITIONAL REQUIREMENTS.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO

COMMENCING WORK.

3. IF DISCREPANCIES EXIST BETWEEN STRUCTURAL PLANS, ARCHITECTURAL

PLANS, OTHER PLANS, OR SPECIFICATIONS, THE CONTRACTOR OR

SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR CLARIFICATION FROM

THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER

THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S

RESPONSIBILITY TO EXECUTE AND DETERMINE FINAL ERECTION PROCEDURES,

SEQUENCING AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT

PARTS DURING ERECTION. THIS INCLUDES WHATEVER SHORING, SHEETING,

TEMPORARY BRACING, GUYING OR TIE DOWNS WHICH MIGHT BE NECESSARY.

5. THE STRUCTURE AND FOUNDATIONS ARE NOT DESIGNED FOR FUTURE

EXPANSION.

6. FABRICATORS AND SUPPLIERS SHALL CLEARLY NOTE AND HIGHLIGHT CHANGES

MADE IN SHOP DRAWINGS, WHICH DO NOT COMPLY WITH THE CONTRACT

DOCUMENTS.

7. COLUMNS, BEAMS, JOISTS, OR TRUSSES SHALL NOT BE FIELD CUT OR TRIMMED

FOR ANY REASON WITHOUT THE WRITTEN APPROVAL OF THE

ARCHITECT/ENGINEER.

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

REVIEWED BY THE ARCHITECT/ENGINEER BEFORE PLACEMENT THROUGH

STRUCTURAL MEMBERS.

9. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS

DO NOT COINCIDE WITH EQUIPMENT SHOWN ON THE PLANS, COORDINATE

ADJUSTMENTS WITH THE ARCHITECT.

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

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

11. BEAMS, COLUMNS, WALLS AND FOOTING CENTERS SHALL BE CENTERED UNDER

SUPPORTING MEMBERS (TYPICAL UNLESS NOTED OTHERWISE).

12. TYPICAL DETAILS ARE SHOWN ON SHEETS DESIGNATED "S0XX". THE INCLUDED

TYPICAL DETAILS MAY OR MAY NOT BE CUT / REFERENCED ON PLANS OR

SECTIONS, BUT ARE TO BE USED AS APPLICABLE

CONCRETE AND MASONRY REINFORCING STEEL:

1. SUBMIT SHOP DRAWINGS FOR REBAR. ALL REINFORCING BARS SHALL MEET

ASTM A615 GRADE 60.

2. ALL MESH SHALL MEET ASTM A-185: LAP A MINIMUM OF 8” OR ONE FULL MESH,

WHICHEVER IS GREATER.

3. REINFORCING BAR QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY.

4. PROVIDE AN ADDITIONAL ALLOWANCE OF 1% OF THE TOTAL REINFORCING

SHOWN ON THE FINAL DRAWINGS TO BE FABRICATED AND ERECTED DURING THE

PROGRESS OF THE WORK AT THE DIRECTION OF THE STRUCTURAL ENGINEER.

FOR THE ADDITIONAL REINFORCING ALLOWANCE, INCLUDE BOTH THE COST OF THE

REINFORCING AND THE LABOR TO PLACE IT.

5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE ¾” CLEAR FOR SLABS,

2” CLEAR FOR FORMED SURFACES AND 3” CLEAR FOR FOOTINGS (TYPICAL UNLESS

NOTED).

6. CONTRACTOR SHALL VERIFY THAT ALL REINFORCEMENT, SLAB DOWELS,

INSERTS, SLEEVES AND EMBEDDED ITEMS ARE PROPERLY LOCATED AND RIGIDLY

SECURED PRIOR TO CONCRETE PLACEMENT, “WET STICKING” DOWELS WILL NOT

BE ALLOWED.

7. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST A.C.I.

DETAILING MANUAL BY A QUALIFIED AND EXPERIENCED FIRM AND PERSON. PLACE

AND SUPPORT REINFORCEMENT WITH ACCESSORIES: MAXIMUM SPACING - 48”

CENTERS (PLASTIC-TIPPED LEGS FOR EXPOSED SURFACES). USE 3” SBP

SUPPORTS AT ALL FOOTINGS.

8. ALL STRUCTURAL ADHESIVE SHALL BE SIMPSON SET 3G OR HILTI HY-200 R OR

EQUIVALENT. ALL STRUCTURAL ADHESIVE SHALL BE INSTALLED PER THE

MANUFACTURER'S REQUIREMENTS. SUBSTITUTIONS SHALL BE SUBMITTED FOR

REVIEW AND APPROVAL WITH APPROPRIATE ICBO EVALUATION REPORTS.

CONCRETE MASONRY UNITS:

1. ALL MASONRY SHALL BE IN ACCORDANCE WITH ACI 530 / TMS 402. REFER TO

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR NON-STRUCTURAL BRICK

REQUIREMENTS. INDIVIDUAL CMU'S SHALL BE PER ASTM C90 (2650 PSI), GROUT

SHALL BE PER ASTM C476, MORTAR SHALL BE PER ASTM C270.

A. USE OF MASONRY CEMENT IS PROHIBITED.

B. USE OF AIR-ENTRAINING ADMIXTURES IS PROHIBITED.

2. MASONRY MATERIALS SHALL BE AS FOLLOWS:

A. f'm = 2,000 PSI MINIMUM. ALL UNITS SHALL BE NORMAL-WEIGHT BLOCK.

B. GROUT STRENGTH NOT LESS THAN 2,000 PSI.

C. MORTAR TYPE S. (USE TYPE M OR S, OR BETTER FOR PORTIONS

BELOW-GRADE).

4. WHERE NOT OTHERWISE SHOWN, MINIMUM WALL REINFORCEMENT SHALL BE (1)

#4 VERT AT 48" OC MAX. PROVIDE NOT LESS THAN 9-GAUGE HORIZONTAL LADDER-

TYPE REINFORCEMENT AT NOT MORE THAN 16" OC VERTICALLY, LAPPED 8"

MINIMUM. DISCONTINUE HORIZ REINF AT CONTROL JOINT LOCATIONS. REBAR

POSITIONERS SHALL BE USED FOR ALL VERTICAL BARS SUCH THAT A MINIMUM 3"

OF SPACE IS MAINTAINED CLEAR FOR PLACEMENT OF GROUT.

5. ALL BLOCKS SHALL BE LAID IN RUNNING BOND.

6. GROUT ALL BLOCK CORES CONTAINING VERTICAL BARS, HORIZONTAL BOND

BEAMS, AND/OR ANCHOR RODS. IN ADDITION:

-- GROUT SOLID ALL UNITS LOCATED BELOW GRADE AND/OR LOCATED IN CONTACT

WITH SOIL.

-- GROUT POUR HEIGHTS SHALL NOT EXCEED 5'-0" UNLESS CLEAN-OUTS ARE

PROVIDED AND INSPECTED. THE MAXIMUM GROUT POUR HEIGHT WITH CLEANOUTS

SHALL NOT EXCEED 12'-8". STOP GROUT POURS AT 1-1/2" BELOW THE TOP OF THE

CMU COURSE. CONSOLIDATE GROUT WITH VIBRATOR.

7. ALL OPENINGS IN NEW CONCRETE MASONRY WORK REQUIRE A BOND-BEAM

LINTEL PER TYPICAL DETAILS AND PLANS.

A. GALVANIZED LOOSE-ANGLE STEEL LINTELS SHALL BE UTILIZED TO

SUPPORT BRICK VENEER, AND WHERE CUTTING IN NEW OPENINGS IN EXISTING

BRICK AND TILE WALLS.

8. PROVIDE CONTROL JOINTS AS SHOWN ON ARCHITECTURAL AND/OR

STRUCTURAL DRAWINGS. WHERE NOT SHOWN OR OTHERWISE DENOTED,

PROVIDE CONTROL JOINTS AT NOT MORE THAN 25'-0" OC, LOCATED AT OPENINGS,

AND NEAR CORNERS, AS SHOWN ON TYPICAL DETAILS. PROVIDE VERTICAL

REINFORCEMENT ON EACH SIDE OF CONTROL JOINTS.

9. PLACEMENT OF REINFORCEMENT SHALL OCCUR PRIOR TO PLACEMENT OF

GROUT. ALL REINFORCEMENT IN STRUCTURAL AND SHEAR WALLS SHALL BE

INSPECTED PRIOR TO GROUTING, AND ALL MATERIALS AND MATERIAL PLACEMENT

INSPECTED AND TESTED.

10. EXTEND HORIZONTAL REINFORCEMENT IN BOND BEAMS, LINTELS AND SILLS

NOT LESS THAN 2'-0" PAST ENDS OF ALL OPENINGS. REINFORCEMENT IN BOND

BEAMS IN LINTELS SHALL BE CONTINUOUS BARS AND SHALL NOT BE LAP SPLICED

CAST IN PLACE CONCRETE:

1. SUBMIT PROPOSED MIXED DESIGNS OF EACH TYPE FOR REVIEW.

REQUIRED MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS:

a. FOOTING AND GRADE BEAM CONCRETE..…...4500 PSI (AIR-ENTRAINED)

b. SLAB ON GRADE…..............................................4500 PSI (AIR-ENTRAINED)

2. ALL CONCRETE MIX DESIGNS SHALL HAVE WATER TO CEMENT RATIOS LESS

THAN 0.52 (0.45 FOR MOISTURE SENSITIVE FLOORING), WITH A MAXIMUM 60/40 FINE

TO COARSE AGGREGATE RATIO. CONCRETE MIX DESIGNS THAT DO NOT CONFORM

TO THE ABOVE STANDARD AND/OR CONTAIN WATER REDUCING ADMIXTURES SHALL

BE SUBMITTED WITH APPROPRIATE TEST DATA PER A.C.I.. ALL CONCRETE SHALL BE

IN CONFORMANCE WITH THE A.C.I. 301 STANDARD THAT IS REFERENCED IN THE

BUILDING CODE AT THE TIME OF PERMITTING THE PROJECT..

3. EXTERIOR CONCRETE (FLOOR SLABS, WALLS, ETC) SHALL HAVE 6.5%

(PLUS/MINUS 1.5%) ENTRAINED AIR.

4. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4”.

5. NO ALUMINUM SHALL BE EMBEDDED IN ANY CONCRETE.

6. NO CALCIUM CHLORIDE SHALL BE USED IN CONCRETE

7. THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK IS THE

RESPONSIBILITY OF THE CONTRACTOR

8. ALL CONCRETE IS REINFORCED UNLESS SPECIFICALLY NOTED AS

UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH THE

SAME REINFORCING AS SIMILAR SECTIONS OR AREAS.

9. CONSTRUCTION JOINTS IN GRADE BEAMS, CONTINUOUS FOOTINGS, AND WALLS

THAT DO NOT CHANGE DIRECTION SHALL BE SPACED NO GREATER THAN 60’-0”.

INTERMEDIATE CONTROL JOINTS SHALL BE SPACED AT 25’-0” MAX FOR WALLS.

CONTROL JOINTS IN WALLS SHALL ALSO BE LOCATED 15’-0” FROM CORNERS AND AT

CHANGES IN WALL THICKNESS

10. WHERE FRESH CONCRETE IS DEPOSITED AGAINST HARDENED CONCRETE

(GREATER THAN 8 HRS OLD), CLEAN EXISTING SURFACE OF LAITANCE AND

FOREIGN MATERIAL AND DAMPEN THE EXISTING SURFACE. IF REQUIRED,

ROUGHEN EXISTING CONCRETE TO ¼” AMPLITUDE.

11. SLABS ON GRADE SHALL BE 4” THICK MINIMUM ON 4” OF GRANULAR FILL. REINF

SLAB WITH 6 X 6-W2.1xW2.1 WWR. PLACE REINF IN UPPER 1/3 OF SLAB THICKNESS.

THIS NOTE SHALL BE TYPICAL UNLESS NOTED OTHERWISE

12. SAW CUT JOINTS OR KEYED CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL

BE SPACED TO DIVIDE THE SLAB INTO PANELS NOT TO EXCEED 225 SQUARE FEET.

THE LONGER DIMENSION OF EACH PANEL SHALL NOT EXCEED THE SHORTER

DIMENSIONS BY MORE THAN 40%. JOINTS SHALL BE LOCATED AT COLUMN

CENTERLINES WHERE POSSIBLE. SPACING BETWEEN JOINTS SHALL NOT EXCEED 15

FEET. CONTRACTOR SHALL SUBMIT JOINT LAYOUT TO ARCHITECT FOR APPROVAL.

REFER TO TYPICAL DETAILS.

13. REINFORCEMENT SHALL BE CONTINUOUS AND LAPPED PER TYPICAL DETAIL

(2’ -6” MIN) EXCEPT AS NOTED AND PROVIDE CORNER BARS OF SAME SIZE AND

SPACING.

14. AGGREGATES AND/OR CONCRETE MIXES SHALL BE CERTIFIED TO BE FREE OF

AND ELIMINATE DAMAGE OF CONCRETE DUE TO ALKALI-SILICA REACTION OR

ALKALI-AGGREGATE REACTIONS WHEN EXPOSED TO SOILS AND/OR AN EXTERIOR

ENVIRONMENT.

SUBMITTALS:

1. GENERAL CONTRACTOR TO PROVIDE A SHOP DRAWING SUBMITTAL LOG AND

SUBMITTAL SCHEDULE ITEMIZING ALL PROPOSED SUBMITTALS FOR APPROVAL BY

STRUCTURAL ENGINEER OF RECORD.

2. ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND APPROVED

BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL

ENGINEER OF RECORD. SHOP DRAWING REVIEW BY ENGINEER IS LIMITED TO

VERIFYING GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS.

CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THE CONTRACT

DOCUMENTS, DIMENSIONAL ERRORS, COORDINATION ERRORS, OR OMISSIONS IN

SHOP DRAWINGS. EOR IS NOT RESPONSIBLE FOR ANY DELAYS CAUSED BY THESE

REQUIREMENTS NOT BEING MET.

3. SHOP DRAWINGS SHALL INCLUDE CONNECTIONS AS WELL AS SIZE, SPACING,

AND GRADE OF ALL MEMBERS AND MATERIALS. PLANS AND ANY DETAILING

NECESSARY FOR DETERMINING FIT AND PLACEMENT SHALL ALSO BE INCLUDED.

4. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE

ARCHITECT AND ARE SUBJECT TO REVIEW AND APPROVAL OF THE STRUCTURAL

ENGINEER OF RECORD PRIOR TO RELEASE FOR FABRICATION AND

CONSTRUCTION.

5. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN

AND FABRICATION OF ITEMS THAT ARE DESIGNED BY THE CONTRACTOR SHALL

BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE

APPROPRIATE STATE AND SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER

PRIOR TO FABRICATION AND CONSTRUCTION. CALCULATIONS SHALL BE INCLUDED

FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS

ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. ITEMS THAT

ARE DESIGNED BY THE CONTRACTOR SHALL BE DESIGNED TO RESIST THE LIVE

LOADS INDICATED IN STRUCTURAL NOTES, DEAD LOAD, SELF WEIGHT, ANY

ADDITIONAL LOADING INDICATED ON PLANS AND DETAILS, SNOW DRIFT, AND A NET

WIND UPLIFT. THESE ITEMS DESIGNED BY THE CONTRACTOR SHALL INCLUDE ANY

RELEVANT TECHNICAL LITERATURE FROM THE MANUFACTURER , SUCH AS ICC-ES

REPORTS DEMONSTRATING CODE COMPLIANCE.

6. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER

FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE

ARCHITECT AND ARE SUBJECT TO REVIEW AND APPROVAL OF THE STRUCTURAL

ENGINEER OF RECORD PRIOR TO RELEASE FOR FABRICATION AND

CONSTRUCTION.

7. UNLESS DICTATED OTHERWISE BY THE CONTRACT DOCUMENTS, THE ENGINEER

SHALL HAVE A MINIMUM OF 10 WORKING DAYS FROM RECEIPT OF SHOP DRAWINGS

FOR REVIEW AND SHALL HAVE A MINIMUM OF 3 WORKING DAYS FOR RFI

RESPONSES.

8. SEE MATERIAL SPECIFIC SECTIONS IN THE GENERAL NOTES FOR REQUIRED

SHOP DRAWINGS AND CALCULATIONS TO BE SUBMITTED.

9. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS AND BRACING OF

ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT,

MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS

TO STRUCTURE SHALL CONFORM TO ASCE 7, CHAPTER 13 AND SHALL BE DESIGNED

BY AN ENGINEER REGISTERED IN THE APPROPRIATE STATE AND SHALL BE

SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION.

EARTHWORK AND FOUNDATIONS:

1. PERIMETER AND EXTERIOR FOOTINGS SHALL BEAR AT A MINIMUM OF 3’-0”

BELOW ADJACENT GRADE.

2. ALL FOOTINGS SHALL BEAR ON FIRM NATIVE MATERIALS, COMPACTED OR

ENGINEERED FILL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE

OF 1,500 PSF PER THE IBC. DEEPEN FOOTINGS, AND REMOVE AND REPLACE

UNACCEPTABLE SOILS WITH ENGINEERED FILL AS REQUIRED TO PROVIDE THIS

MINIMUM DEPTH AND SUITABLE BEARING.

3. UNDERCUT THE PAD TO A DEPTH OF 24-INCHES BELOW BOTTOM OF FLOOR SLAB

ELEVATION AND REPLACE WITH LOW-VOLUME-CHANGE MATERIALS PER THE

GEOTECHNICAL REPORT.

3/4" = 1'-0"

SPLICE & DEVELOPMENT SCHEDULE1

3/4" = 1'-0"

MASONRY BOND BEAM2

1 1/2" = 1'-0"

EQUIP PAD @ NEW SLAB ON GRADE3

3/4" = 1'-0"

REINF @ SLAB PENETRATIONS4

3/4" = 1'-0"

CONC WALL CORNERS5

1 1/2" = 1'-0"

LOOSE LINTEL SCHEDULE7

4. FILL PLACEMENT, COMPACTION, AND SOIL BEARING TESTS SHALL BE

PERFORMED BY A GEOTECHNICAL ENGINEER PRIOR TO INSTALLING FOOTINGS TO

ENSURE DESIGN ALLOWABLE BEARING VALUES AND SLAB SUBGRADE

REQUIREMENTS ARE SATISFIED. IF ACTUAL SITE CONDITIONS DO NOT SATISFY

THESE REQUIREMENTS, COORDINATE ADJUSTMENTS WITH ARCHITECT/ENGINEER/

GEOTECHNICAL ENGINEER

5. SURFACE WATER SHALL NOT BE ALLOWED TO STAND ADJACENT TO OR DRAIN

TOWARDS THE FOUNDATION AND SLAB SUBGRADES UNDER ANY CIRCUMSTANCES.

PAVEMENTS OR GRADED SOILS AT THE PERIMETER OF THE BUILDING, EXCEPT AS

REQUIRED AT EXITS OR AS NOTED, SHALL BE SLOPED AWAY AT 5% OR 6” MIN FOR

THE FIRST TEN FEET AND AS REQUIRED TO PROVIDE POSITIVE DRAINAGE.

6. FOOTINGS MAY BE POURED TO NEAT LINES OF EXCAVATIONS PROVIDING

VERTICAL LINES OF EXCAVATIONS CAN BE MAINTAINED DURING CONCRETE

PLACEMENT.

7. DO NOT PLACE CONCRETE UNLESS FOOTING EXCAVATIONS ARE FREE OF ALL

WATER, FROST, ICE AND LOOSE SOIL. CONCRETE SHALL BE PLACED AS SOON AS

POSSIBLE AFTER EXCAVATION SO THAT EXCESSIVE DRYING OF BEARING

MATERIALS DOES NOT OCCUR. BEARING MATERIAL SHALL BE INSPECTED BY A

QUALIFIED INDEPENDENT TESTING LAB PRIOR TO PLACEMENT OF CONCRETE.

3/4" = 1'-0"

CONCEPTUAL EQUIPMENT BRACING AND ANCHORAGE DETAILS6

mmasilionis Snapshot mmasilionis Typewritten Text 03/15/2024

PLAN NOTES:

EXISTING 5"X8" PAN JOIST SLAB W/ 2" SLAB

12" CMU REINF W/ (2) #5 @ 16" OC, DWLS TO MATCH. GROUT ALL CELLS SOLID

4" THICK SOG MINIMUM ON 4” OF GRANULAR FILL. REINF SLAB WITH 6 X 6-

W2.1xW2.1 WWR

48" x 16" TRENCH FTG REINF W/ (4) #5 TOP & BOT & #6 TRANSVERSE @ 12" OC

TOP & BOT

MECHANICAL SLAB RE:3/SE001, RE:MEP FOR LOCATION OF PADS

16" DEEP CMU LINTEL REINF W/ (2) #5 BARS

@ JAMBS PROVIDE (2) #5 IN THE FIRST TWO CELLS ON EACH SIDE OF THE

OPENING

PROVIDE (3) 5/8" EXPANSION BOLTS FOR THE ATTACHMENT OF THE DOOR TO

THE CMU

EXPANSION JOINT, RE: ARCH

SHEET NOTES:

A. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

A. REFERENCE SHEET S001 FOR STRUCTURAL GENERAL NOTES AND TYPICAL STRUCTURAL

DETAILS. REVIEW NOTES & DETAILS FOR APPLICABILITY.

C. FINISH MEP SLAB ELEVATION = 100'-0" UNO.

D. THE BOTTOM OF ALL EXTERIOR FOOTING SHALL BE 3'-0" MIN. BELOW GRADE (UNLESS

NOTED OTHERWISE), DEEPEN FOOTINGS AS REQUIRED. GRADE IS GENERALLY 4" BELOW

FINISH FLOOR ELEVATION (COORDINATE WITH CIVIL)

2 3 41

B

C

D

A

EXISTING 10"X16" CONC BM TO REMAIN

F V

/2

F V

9'

F V

/2

FV

11' - 1 1/2"

FV

10' - 8"

FV

15' - 0"

EXISTING

14"X14" COL

TO REMAIN

EXISTING

14"X14" COL

TO REMAIN

EXISTING

14"X14" COL

TO REMAIN

EXISTING

14"X14" COL

TO REMAIN

EXISTING

12"X14" COL

TO REMAIN

EXISTING

12"X14" COL

TO REMAIN

EXISTING

14"X16" COL

TO REMAIN

EXISTING

14"X16" COL

TO REMAIN

EXISTING

14"X14" COL

EXISTING

14"X14" COL

TO REMAIN

EXISTING 10"X16" CONC BM TO REMAIN

EXISTING 10"X16" CONC BM TO REMAIN

EXISTING 10"X16" CONC BM TO REMAINEXISTING 10"X16" CONC BM TO REMAINEXISTING 10"X16" CONC BM TO REMAIN

2 4

2 4 4 2

SE101

26' - 8 1/16"

SE101

SE101

7 8

3' - 11 1/4"

5/

1/

L4

S

LO

P E

P E

R A

R C

H

SE101

2 3

B

C

D

A

T O

M E

L

'-0

M

A X

IM

U

M

DETAIL NOTES:

CMU WALL, RE: PLAN

FACE BRICK, RE: ARCH

SOG RE: PLAN

TRENCH FTG, RE: PLAN

BOND BM W/ (2) #5 CONT,

PROVIDE A BOND BM EVERY

4'-0"

PRECAST CAP RE: ARCH

PROVIDE FLASHING BETWEEN

CAP AND CMU

#4 DWLS@ 4'-0" OC

#4 CONT

4" CMU BLOCK, BEHIND CMU

GROUT SOLID

BEARING SURFACE RE:

GENERAL NOTES FOR

COMPACTION AND MATERIAL

REQUIRMENTS

FLASHING, RE: ARCH

4" SCH 40 PIPE THROUGH

DRAINS @ 32" OC, SET @

GRADE ELEVATION, GROUT

SOLID AROUND PIPE INTO

GROUTED CELLS. AVOID REINF.

T/ SOG

RE:CIVIL

1' -0

2'-6"

T/ FTG

-2' - 0"

R E

: P

LA

N

RE: PLAN

NOTES:

REFER TO VA COR FOR SPLIT

FACE CMU BLOCKS OR

COLORED BLOCKS AND

MORTAR TO MATCH VA CAMPUS

DETAIL NOTES:

WALL OPENING WHERE EITHER DIMENSION IS 4'-0"

OR MORE, RE: TYPICAL MASONRY LINTEL

SCHEDULE

DOOR OPENING RE: PLAN

WALL OPENING WITH 2'-0" OR MORE BUT LESS

THAN 4'-0" IN EITHER DIRECTION RE: TYPICAL

MASONRY LINTEL SCHEDULE

MASONRY CONTROL JOINT

END OF WALL

TOP OF WALL OR FLOOR LINE

BAR RE: PLAN FOR SIZE

LINTEL PER PLAN

SHEAR DWL RE: PLAN

HORIZ BOND BEAM, RE: STRUCT GENERAL NOTES

NOTES:

A. SIZE OF VERT & HORIZ BARS TO MATCH WALL VERT

& HORIZ BARS MIN #4 BARS, RE: GENERAL NOTES FOR

TYPICAL WALL REINFORCING

B. BOND BEAMS AT ROOF CEILING & FLOOR JOIST

BEARING SHALL BE CONT THRU CONTROL JOINTS

24" MIN

DETAIL NOTES:

12" SOG REINF W/ #5 @ 14"

OC TOP & BOT, EA WAY

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number 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 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024

ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENG.

SPUR DESIGN

2519 MADISON AVE., SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS LLC

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, #1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGRINEER

RATED ENGINEERING

609 S. KELLY AVE., SUITE H2

EDMOND, OK 73003

(405) 856-2965

/1

/2

:4

:3

P

M

OF

SPUR #: 2207

BID DOCUMENTS

No. REVISION DESCRIPTION DATE

596-22-700

SE101

BUILDING 17 - ENLARGED PLANS

MDMPWS

EHRM INFRASTRUCTURE

UPGRADES, LEXINGTON, KY

03/15/2024

LEXINGTON VA HEALTH CARE

2250 LEESTOWN RD

LEXINGTON, KY 40511

N

1/4" = 1'-0"

B17 - GROUND LEVEL - 22-17- FLOOR PLAN2

N

1" = 20'-0"

B17 - GROUND LEVEL1

3/4" = 1'-0" 2/ SE101

CMU SCREEN WALL3

1/2" = 1'-0"

NON-LOAD BEARING MASONRY WALL REINF4

3/4" = 1'-0"

EQUIPMENT PAD ON GRADE5

mmasilionis Snapshot mmasilionis

SE102

FV

12' - 1 7/8" +/-

F V

3/

F V

1/ 8"

FV

28' - 0 9/16" +/-

PLAN NOTES:

12" CMU REINF W/ (2) #5 @ 16" OC, DWLS TO MATCH. GROUT

ALL CELLS SOLID

4" THICK SOG MINIMUM ON 4” OF GRANULAR FILL. REINF

SLAB WITH 6 X 6-W2.1xW2.1 WWR

48" x 16" TRENCH FTG REINF W/ (4) #5 TOP & BOT & #6

TRANSVERSE @ 12" OC TOP & BOT

MECHANICAL SLAB RE:3/SE001, RE:MEP FOR LOCATION OF

PADS

16" DEEP CMU LINTEL REINF W/ (2) #5 BARS

@ JAMBS PROVIDE (2) #5 IN THE FIRST TWO CELLS ON

EACH SIDE OF THE OPENING

PROVIDE (3) 5/8" EXPANSION BOLTS FOR THE ATTACHMENT

OF THE DOOR TO THE CMU

DRAIN PER ARCH

SE101

SE101

SE101

SE101

SHEET NOTES:

A. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

A. REFERENCE SHEET S001 FOR STRUCTURAL GENERAL NOTES AND TYPICAL STRUCTURAL

DETAILS. REVIEW NOTES & DETAILS FOR APPLICABILITY.

C. FINISH MEP SLAB ELEVATION = 100'-0" UNO.

D. THE BOTTOM OF ALL EXTERIOR FOOTING SHALL BE 3'-0" MIN. BELOW GRADE (UNLESS

NOTED OTHERWISE), DEEPEN FOOTINGS AS REQUIRED. GRADE IS GENERALLY 4" BELOW

FINISH FLOOR ELEVATION (COORDINATE WITH CIVIL)

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number 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 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH: SETH CAVIN, LICENSE #8468 EXP. 06/30/2024

ENGR: SPUR DESIGN, LLC COA #5197 EXP. 12/31/2025

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENG.

SPUR DESIGN

2519 MADISON AVE., SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS LLC

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, #1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGRINEER

RATED ENGINEERING

609 S. KELLY AVE., SUITE H2

EDMOND, OK 73003

(405) 856-2965

/1

/2

:4

:3

P

M

OF

SPUR #: 2207

BID DOCUMENTS

No. REVISION DESCRIPTION DATE

596-22-700

SE102

BUILDING 25 - ENLARGED PLANS

AuthorChecker

EHRM INFRASTRUCTURE

UPGRADES, LEXINGTON, KY

03/15/2024

LEXINGTON VA HEALTH CARE

2250 LEESTOWN RD

LEXINGTON, KY 40511

N

1" = 20'-0"

B25 - GROUND LEVEL1

N

1/4" = 1'-0"

OVERALL BASEMENT PLAN Copy 1 - Callout 12 mmasilionis Snapshot mmasilionis