36C25622R0062 Part 8 DRWGS .pdf

GR110

EXTERIOR PHOTO SHEETS

TDM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OVERTON BROOKS VAMC

TUCKPOINT

SHREVEPORT, LOUISIANA

COR

ZAY/CMYRevisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220 Carrollton, TX 75006 972-233-2288 obrieneng.com

DATE: 03 SEPTEMBER 2021

FULLY SPRINKLERED

667-19-101 Architecture Yeates Mancil Architects, LLC 929 South Peters Street New Orleans, LA 70130 504-522-7218 www.yeatesarchitects.com

9/3/2021

(TYP.)

(TYP.)

PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5

A

Roof - Level 11

North Wing

B

Roof - Level 11 (Continued)

North Wing

C

Roof - Level 2

Northeast Addition

D

Roof - Level 4

West Wing Bump/O.R. Addition

(TYP.

ALL

EXISTING

BRICK &

LIMESTONE)

PHOTO 6

E

Roof - Level 11

Center Core

PHOTO 7 PHOTO 8

54 55

44 44

IMPORTANT NOTES:

1. LEGEND - REFER TO SHEET GR001 FOR THE KEYED PHOTO

SHEET KEYED NOTES THAT APPLY TO THE PHOTOGRAPHS

ON THIS SHEET.

2. THE INTENT OF THIS PHOTO SHEET IS TO PROVIDE A

GENERAL DOCUMENTATION OF BOTH TYPICAL AND SPECIFIC

EXISTING EXTERIOR CONDITIONS AND SCOPE OF WORK AT

THE EXISTING BUILDING. THE PHOTOS AND ITEMS NOTED DO

NOT CAPTURE OR DOCUMENT ALL EXISTING INSTANCES OR

LOCATIONS OF THE EXISTING CONDITIONS TO BE

CORRECTED AS PART OF THE PROJECT SCOPE OF WORK.

THE PHOTO SHEETS ALSO DETAIL SPECIFIC SCOPE OF WORK

AREAS AND CONDITIONS THAT ARE NOT EASILY INDICATED IN

THE EXTERIOR ELEVATION SHEETS.

3. REFER TO THE EXTERIOR ELEVATION SHEETS FOR EXACT

LOCATIONS AT THE BUILDING FACADE WHERE THESE

PHOTOGRAPHED AREAS ARE LOCATED.

4. IMPORTANT REQUIREMENT: ALL PHOTOS ON ALL PHOTO

SHEETS MUST BE PRINTED IN COLOR (NOT BLACK AND

WHITE OR GRAY TONES) FOR THE MAXIMUM CLARITY. THIS

COLOR PHOTO REQUIREMENT APPLIES TO ALL PHOTO

SHEETS ON BOTH FULL SIZE DRAWING SHEETS AND HALF

SIZE DRAWING SHEETS.

F

Nook Roof - Level 3

Center Core

PHOTO 9

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

EXIST. ROOF TO

BE PROTECTED

(NIC)

G

Loading Dock Area - Level 2

North Wing

PHOTO 10

(TYP.

ALL

EXISTING

BRICK &

LIMESTONE)

(TYP.

ALL

EXISTING

BRICK &

LIMESTONE)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(SIM.)

STRUCTURAL NOTES

GENERAL CONCRETE EARTHWORK AND FOUNDATIONS

10.“MUSHROOMING”AT THE TOP OF THE PIERS IS PROHIBITED.

PIERESEARCH OR APPROVED EQUAL.

9. PROVIDE PIER BOLSTERS AND CENTERING DEVICES FOR PIER REINFORCEMENT BY

- THE QUALITY OF THE BELL

PENETRATION;

- THE COMPETENCE OF THE FAT CLAY FOR THE FULL SECTION OF THE DESIGN

- THAT GROUNDWATER SEEPAGE IS CORRECTLY HANDLED;

- THE REMOVAL OF ALL SMEAR ZONES AND CUTTINGS;

- THE MINIMUM PENETRATION;

- THE BEARING STRATUM;

ASSUMPTIONS AND TO VERIFY:

GEOTECHNICAL ENGINEER PRIOR TO CONCRETING TO ASSURE COMPLIANCE WITH DESIGN

COMMENCEMENT OF DRILLING. EACH PIER EXCAVATION SHALL BE INSPECTED BY THE

8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER 24 HOURS PRIOR TO

DURING EXTRACTION.

THAT A SUFFICIENT HEAD OF PLASTIC CONCRETE IS MAINTAINED WITHIN THE CASING

REMOVED PRIOR TO BEGINNING THE DESIGN PENETRATION. CARE MUST THEN BE TAKEN

SEATED IN THE TOP OF THE BEARING STRATUM WITH ALL WATER AND LOOSE MATERIAL

CASING WILL BE ENCOUNTERED DURING EXCAVATION OF THE SHAFT. THE CASING SHALL BE

WATER. IT SHOULD BE ANTICIPATED THAT SEEPAGE REQUIRING THE USE OF TEMPORARY

7. EXCAVATIONS FOR THE SHAFTS SHALL CONTAIN NO MORE THAN 2 INCHES OF STANDING

FOR MORE THAN EIGHT HOURS.

AND TO REDUCE THE POSSIBILITY OF SEEPAGE PROBLEMS. NO SHAFT SHALL BE LEFT OPEN

THE DRILLING AND INSPECTION IN ORDER TO PREVENT DETERIORATION OF BEARING SURFACES

OPERATION AND CONCRETE PLACED AS SOON AS PRACTICAL AFTER COMPLETION OF

6. THE DESIGN PENETRATION OF INDIVIDUAL SHAFTS SHALL BE EXCAVATED IN A CONTINUOUS

TO SHAFTS PENETRATING INTO THE FAT CLAY.

AND A SKIN FRICTION VALUE OF 1,000 PSF PER FOOT. THESE VALUES ARE APPLICABLE

5. DRILLED PIERS ARE DESIGNED FOR AN ALLOWABLE END BEARING PRESSURE OF 6,750 PSF

- CONCRETE CUT-OFF ELEVATION: PLUS 1" TO MINUS 2"

- SHAFTS OUT OF PLUMB: NOT MORE THAN 1”FOR EVERY 10 FEET.

- MAXIMUM PERMISSIBLE VARIATION OF LOCATION: NOT MORE THAN 1".

CENTERLINE TOLERANCES:

PIER'S ACTUAL FINAL LOCATION. PIERS SHALL BE CONSTRUCTED WITHIN THE FOLLOWING

PIER TO LINES AND LEVELS REQUIRED BEFORE EXCAVATION, AND MEASUREMENTS OF EACH

LAYOUTS, AND MEASUREMENTS FOR PIER WORK. THIS INCLUDES LAYOUT WORK FOR EACH

4. THE CONTRACTOR SHALL ENGAGE A REGISTERED SURVEYOR TO PERFORM SURVEYS,

EXCAVATION OF ANY KIND.

3. LOCATE ALL UTILITIES AND UNDERGROUND SERVICES PRIOR TO PERFORMING

-CONSULTATION AS REQUIRED DURING CONSTRUCTION

-OBSERVATION AND TESTING DURING PIER DRILLING OPERATIONS

OBSERVATIONS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

RECOMMENDATIONS OF THE AFOREMENTIONED GEOTECHNICAL REPORT. THESE TESTS AND

ALL EARTHWORKING OPERATIONS AND THE REQUIRED TESTING FOR IMPLEMENTING THE

2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO OBSERVE

GEOTECHNICAL REPORT. SHALL BE IN ACCORDANCE WITH THE

AFOREMENTIONED REPORT ARE PROVIDED BELOW FOR INFORMATION ONLY. ALL EARTHWORK

SERVICE INDUSTRIES (PSI PROJECT NO. 02751695) DATED JUNE 8, 2020. EXCERPTS FROM THE

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH A GEOTECHNICAL REPORT BY PROFESSIONAL

TIME.

REQUIREMENT WITHOUT ANY INCREASE TO THE CONTRACT SUM OR CONTRACT

AND INTENDS TO EXECUTE THE MORE STRINGENT OR HIGHER QUALITY

OFFICER REPRESENTATIVE. ITSHALL BE DEEMED THAT THE CONTRACTOR BID

SHALL BE PROVIDED, UNLESS INSTRUCTED OTHERWISE BY THE CONTRACTING

SHOWN AND / OR THE HIGHEST QUALITY PRODUCT OR INSTALLATION METHOD

THE DRAWINGS AND SPECIFICATIONS, THE GREATER QUANTITY OF ITEMS

10. IF ANY INCONSISTENCIES OR DISCREPANCIES OCCUR WITHIN OR BETWEEN

THE STRUCTURES OR CAUSE DISTRESS IN THE STRUCTURES.

ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE OF

STRUCTURES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR

SHORING OF ALL STRUCTURAL WORK AS REQUIRED FOR STABILITY OF THE

9. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND

PERSONS DURING CONSTRUCTION.

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKERS AND OTHER

CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL

FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHODS OF

8. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS.

7. THE STRUCTURAL DRAWINGS ARE NOT TO BE SCALED FOR DETERMINATION

BEFORE PROCEEDING WITH THE WORK.

THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS

CONTRACTING OFFICER REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN

DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE

6. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL

OFFICER REPRESENTATIVE PRIOR TO COMPLETION OF THE SHOP DRAWINGS.

AND SECTIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACTING

COMPARE THE STRUCTURAL PLANS AND SECTIONS WITH THE CIVIL PLANS

LOCATIONS AND DIMENSIONS OF ALL CIVIL DETAILS. THE CONTRACTOR SHALL

ELEVATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS AND FOR EXACT

5. THE CONTRACTOR SHALL REFER TO THE CIVIL DRAWINGS FOR

IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING SUGGESTED.

THAT ARE SUBMITTED FOR REVIEW DO NOT CONSTITUTE "IN-WRITING" UNLESS

CONTRACTING OFFICER REPRESENTATIVE FOR REVIEW. SHOP DRAWINGS

SHOWN ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE

MODIFICATION TO THE STRUCTURES OR ANY PART OF THE STRUCTURES

4. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR

REPRESENTATIVE.

UNTIL ALL SHOP DRAWINGS ARE APPROVED BY THE OWNER'S

AND CONSTRUCTION OF THE WORK. NO CONSTRUCTION IS PERMITTED

CONTRACTOR OF FULL RESPONSIBILITY FOR CORRECT FABRICATION

THIS REVIEW. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE

A PERIOD OF AT LEAST 10 WORKING DAYS SHALL BE PROVIDED FOR

SUBMITTED FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3. COMPLETE SHOP DRAWINGS FOR THE STRUCTURAL WORK SHALL BE

7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES."

0.0. WIND LOADS ARE CALCULATED IN ACCORDANCE WITH ASCE

115 MPH (EXPOSURE C) WITH AN INTERNAL PRESSURE COEFFICIENT OF

ACCORDANCE WITH CODE PROVISIONS FOR A BASIC WIND SPEED OF

WIND PRESSURES IN ALL DIRECTIONS HAVE BEEN CALCULATED IN

WALL WIND LOADS

MATERIALS SHOWN ON THE STRUCTURAL DRAWINGS.

DEAD LOADS HAVE BEEN CALCULATED TO INCLUDE THE ACTUAL WEIGHT OF

DEAD LOADS

FOLLOWING:

2. LOADS THAT HAVE BEEN USED IN THE STRUCTURAL DESIGN INCLUDE THE

ACI 530.1/ASCE 6/TMS 602-13 - SPECIFICATION FOR MASONRY STRUCTURES

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

THE 2018 INTERNATIONAL BUILDING CODE

AND THE FOLLOWING DESIGN CODES AND MATERIAL STANDARDS:

PROVISIONS OF THE UNITED STATES DEPARTMENT OF VETERANS AFFAIRS

1. THE STRUCTURAL DESIGN IS IN ACCORDANCE WITH APPLICABLE

THAN ONCE PER 5000 SF OF WALL OR SLAB SURFACE PLACED.

TAKEN NOT LESS THAN ONCE PER DAY, NOR LESS THAN ONCE PER 100 YD3 PLACED, NOR LESS

20. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE

CONCRETE DIMENSIONS SHOWN AND TO MAINTAIN CONCRETE CLEAR COVER REQUIREMENTS.

19. BENT BARS SHALL BE SHOP FABRICATED, UNO. BARS SHALL BE FABRICATED TO FIT WITHIN THE

NOTED OTHERWISE.

18. ALL BAR DETAILS SHOWN ON THESE DRAWINGS ARE DIMENSIONED TO THE C OF BARS UNLESS

AND IN ACCORDANCE WITH THE DESIGN DRAWINGS.

ACI 308 AND THE SPECIFICATIONS. CHAMFERS (3/4" ) SHALL BE PROVIDED AT ALL EXPOSED EDGES

17. EACH AREA OF CONCRETE WORK SHALL BE FINISHED AND MOIST-CURED IN ACCORDANCE WITH

PLACED UNTIL THESE ITEMS ARE CHECKED AND APPROVED BY THE TESTING LABORATORY.

EMBEDS ARE POSITIONED PRIOR TO EACH CONCRETE PLACEMENT. NO CONCRETE SHALL BE

16. THE TESTING LABORATORY SHALL BE NOTIFIED AFTER THE MILD STEEL REINFORCEMENT AND

EARTH AND 1 1/2 " OTHERWISE (UNLESS NOTED OTHERWISE ON THE DRAWINGS).

15. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 3" FOR CONCRETE CAST AGAINST

"RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".

14. MILD STEEL REINFORCEMENT SHALL BE PLACED AND SECURED IN ACCORDANCE WITH CRSI

13. CONCRETE SLUMPS SHALL BE 4" (MAX) FOR STRUCTURAL CONCRETE.

12. THE MAXIMUM NOMINAL SIZE OF COARSE AGGREGATE SHALL BE 1" FOR STRUCTURAL CONCRETE.

4000 PSI.

11. MIXES SHALL BE DESIGNED TO PROVIDE CONCRETE WITH A 28-DAY COMPRESSIVE STRENGTH OF

CHLORIDE ION CONTENT SHALL BE LIMITED TO 0.10% BY WEIGHT OF CEMENT.

10. NONPOTABLE WATER SHALL NOT BE USED IN MIXING CONCRETE. MAXIMUM WATER-SOLUBLE

FURNACE SLAG SHALL CONFORM TO ASTM C989. SILICA FUME SHALL COMPLY WITH ASTM C1240.

9. FLY-ASH AND POZZOLANS SHALL COMPLY WITH ASTM C618. GROUND GRANULATED BLAST-

8. CONCRETE SHALL BE AIR-ENTRAINED TO 6% (+/- 1.5%) IN ACCORDANCE WITH ASTM C260.

CHLORIDE IS PROHIBITED.

ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND ASTM C494. THE USE OF CALCIUM

7. ALL ADDITIVES FOR AIR ENTRAINMENT, WATER REDUCTION, AND SET CONTROL SHALL BE USED IN

SHALL BE PROHIBITED.

NORMAL WEIGHT AGGREGATES, UNLESS NOTED OTHERWISE. ALKALI-REACTIVE AGGREGATES

6. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C 33. ALL CONCRETE SHALL USE

5. THE MAXIMUM WATER/CEMENT RATIO SHALL BE 0.5 FOR ALL CONCRETE.

4. PORTLAND CEMENT SHALL BE A SINGLE BRAND CONFORMING TO ASTM C 150, TYPE I OR II.

ACCORDANCE WITH ACI SP-66.

3. STEEL REINFORCEMENT AND ACCESSORIES SHALL BE DETAILED AND FABRICATED IN

2. MILD STEEL REINFORCING BARS SHALL CONFORM TO ASTM A 615, GRADE 60.

APPLY IN CASES OF CONFLICT.

AND SPECIFIC REFERENCED PORTIONS OF CODE. THE MOST RESTRICTIVE REQUIREMENT SHALL

SPECIFICATIONS FOR STRUCTURAL CONCRETE, THESE DRAWINGS, PROVIDED SPECIFICATIONS,

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF ACI 301, ABBREVIATIONS

CLR.........................................................................CLEAR

OC..................................................................ON CENTER

MIN......................................................................MINIMUM

ACI............................AMERICAN CONCRETE INSTITUTE

STD..................................................................STANDARD

UNO..................................UNLESS NOTED OTHERWISE

C...................................................................CENTERLINEL

L

10. ALL REINFORCED MASONRY SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 4 OF NCMA TR 75B.

REINFORCEMENT CONTINUOUSLY AT A MAXIMUM VERTICAL SPACING OF 16”O.C.

HEAVIER WIRE CONFORMING TO ASTM A 82. EXCEPT WHERE NOTED OTHERWISE, PLACE

9. HORIZONTAL JOINT REINFORCEMENT SHALL BE FACTORY-FABRICATED, TRUSS TYPE 9 GA. OR

CONTINUOUS THROUGH VERTICAL CONTROL JOINTS.

8. SPACING OF VERTICAL JOINTS SHALL NOT EXCEED 30’-0”. JOINT REINFORCING SHALL NOT BE

OR NOT.

SOLID. ANY CELLS AT OR BELOW FINISHED GRADE SHALL BE GROUTED SOLID, WHETHER REINFORCED

7. ALL CELLS CONTAINING REINFORCING BARS, BOLTS OR OTHER METAL ANCHORS SHALL BE GROUTED

DRAWINGS.

WALL OPENINGS, AT ALL CMU WALL CORNERS, AND WHERE INDICATED ON THE ARCHITECTURAL

6. PROVIDE ADDITIONAL VERTICAL REINFORCING BARS AT FIRST TWO CELLS ADJACENT TO ALL CMU

5. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60.

AT 28 DAYS.

CONFORM TO ASTM C 404. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI

4. GROUT SHALL BE FINE GROUT CONFORMING TO ASTM C 476. AGGREGATES FOR GROUT SHALL

28 DAYS.

TO ASTM C 144. TYPE S MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT

3. MORTAR SHALL CONFORM TO ASTM C 270, TYPE S. AGGREGATES FOR MORTAR SHALL CONFORM

MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2000 PSI.

2. CONCRETE BLOCK SHALL BE NORMAL WEIGHT UNITS CONFORMING TO ASTM C 90, WITH A

MASONRY”.

WITH NCMA TR 75B, “SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING COMPRESSIVE STRENGTH (f’m) OF 1500 PSI THESE VALUES SHALL BE VERIFIED IN ACCORDANCE

1. REINFORCED CONCRETE MASONRY WALL CONSTRUCTION SHALL HAVE A MINIMUM 28 DAY

CONCRETE MASONRY

S-001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice of Construction and Facilities Management of Veterans Affairs U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TUCKPOINT

OVERTON BROOKS VAMC

SHREVEPORT, LOUISIANA

COR

Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

972-233-2288 obrieneng.com

FULLY SPRINKLERED

667-19-101

Structural

Pierce Engineering

132 N Main St.

Childress, TX 79201

940-937-8600 www.pierceengineering.net

SHEET TITLE

09/03/2021 BGP KBP

09/03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice of

Construction and Facilities

Management of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TUCKPOINT

OVERTON BROOKS VAMC

SHREVEPORT, LOUISIANA

COR

Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

972-233-2288 obrieneng.com

FULLY SPRINKLERED

667-19-101

Structural

Pierce Engineering

132 N Main St.

Childress, TX 79201

940-937-8600 www.pierceengineering.net

09/03/2021 BGP KBP

09/03/21

10100 228.0 slab cor

10101 228.1 slab cor

10102 228.2 slab cor

10103 228.1 slab cor

10104 227.8 slab cor

10105 227.8 slab cor

10106 227.7 slab cor

10107 227.8 slab cor

10108 227.8 slab cor

10109 227.8 slab cor

10110 228.0 slab cor

10111 228.0 slab cor

10112 228.0 slab cor

10113 228.1 slab cor

10114 228.0 slab cor

10115 228.1 slab cor

10116 228.0 slab cor

10117 228.1 slab cor

10118 227.7 slab cor

10119 227.8 slab cor

10120 227.7 slab cor

10121 227.7 slab cor

10122 227.7 slab cor

10123 227.7 slab cor

10124 227.7 slab cor

10125 227.7 slab cor

10126 227.7 slab cor

10127 227.7 slab cor

10128 227.8 slab cor

10129 227.9 slab cor

10130 227.9 slab cor

10132 227.9 slab cor

10133 227.6 slab cor

10134 slab cor

10135 227.4 conc dra in

10136 227.5 conc dra in

10137 227.4 conc dra in

10138 227.3 conc dra in

10139 227.1 conc dra in

10140 227.1 conc dra in

10141 227.1 conc dra in

10142 227.4 conc dra in

10143 227.4 conc dra in

10144 227.4 conc dra in

10145 227.4 conc dra in

10146 227.4 conc dra in

10147 227.3 conc dra in

10148 227.4 conc dra in

10149 227.4 conc dra in

10150 227.7 equip rac k

10151 227.6 equip rac k

10152 227.6 conc

10153 227.5 conc

10154 227.5 conc

10155 227.7 conc

10156 227.5 conc

10157 227.5 conc

10158 227.5 conc

10159 227.5 conc

10160 227.5 conc

10161 227.5 conc

10162 227.5 conc

10164 227.5 conc

10166 227.3 conc 10167 227.4 conc

10168 227.4 conc

10169 227.4 conc

10170 227.5 conc

10171 227.5 conc

10172 227.4 conc

10173 227.6 conc

10174 227.4 conc

10228 227.0 conc

10229 227.1 conc

10230 227.5 conc

10231 227.5 conc

10232 227.5 conc

10233 227.5 conc

10234 227.5 conc

10235 227.5 conc 10236

227.5 conc

10237 227.6 conc

10238 227.5 conc

10239 227.4 conc

10240 227.7 conc

10241 227.6 conc

10242 227.6 conc

10243 227.4 conc

10244 227.6 conc

10245 227.5 conc

10246 227.5 conc

10247 227.6 conc

10248 227.6 conc 10249

227.5 conc

10250 227.6 conc

10251 227.6 conc

10252 227.5 conc

10253 227.6 conc

10254 227.5 conc

10255 227.6 conc

10260 227.2 conc

10429 228.4 bldg cor

10430 228.3 bldg cor

10431 228.9 bldg cor

10495 230.8 fenc e

10496 230.6 fenc e

10497 225.8 brick wall cor

10498 225.7 brick wall cor 10499

226.2 brick wall cor

10500 227.1 conc

10501 227.2 conc

10502 227.2 conc

10533 conc

10534 227.0 sidewalk

10546 227.2 sign

10556 227.0 grnd

10562 227.4 grnd

10563 227.0 grnd

10570 227.4 conc

10572 227.3 conc

10573 227.6 conc 10574

226.9 bldg corn er

PAD

HVAC

PAD

HVAC

PAD

HVAC

SIDEWALK

EDGE OF BUILDING

BUILDING

BUILDING

BACK OF CURB

BRICK WALL

B R

IC

K

W A

L L

C/L DRAINS

C/L DRAINS

C/L DRAINS

RACK

EQUIP

P A

D

PAD

227 227 227

PAD

HVAC

PAD

HVAC

S-100

SCREEN WALL PLAN

OF CONFLICT.

NOTIFY CONTRACTING OFFICER REPRESENTATIVE IN CASE

SUBSURFACE OBSTRUCTIONS PRIOR TO EXCAVATION.

4. LOCATE ALL UTILITIES, BURIED FOUNDATIONS, AND OTHER

CONSTRUCTION.

3. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

2. REFER GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

GEOMETRICAL INFORMATION NOT SHOWN.

1. REFER CIVIL FOR LOCATIONS, ORIENTATION, AND OTHER

NOTES:

49'-2"

AT 16" OC, HORIZ

LADDER REINFORCING

CONTINUOUS 9 GAGE

WITH #5 AT 16" OC VERT,

6" CMU WALL REINFORCED

TYP

REFER 2/S-500,

BELLED PIER,

1 SCREEN WALL PLAN

S-100 1/2"=1'-0"

DETAIL, 3/S-500

REFER GRADE BEAM CORNER

S-500

S-500

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

T Y

P

DETAIL

TYPICAL PILASTER

REFER 2/S-100 FOR

OPENING, TYP

2-#5 VERT EACH SIDE OF EACH

CMU WALL OPENING, REFER A-120,

REFER A-120

FACE BRICK,

9"12'-3"11'-7"11'-7"12'-3"9"

/2

/4

/4

2 PILASTER SECTION

S-100 1"=1'-0"

1'-2"

6" CMU

8" CMU

EACH CELL WITH #5

GROUT AND REINFORCE

FACE BRICK

T Y

P

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUE FOR BIDOffice of

Construction and Facilities

Management of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

TUCKPOINT

OVERTON BROOKS VAMC

SHREVEPORT, LOUISIANA

COR

Revisions: Date:

ARCHIE LANHAM

A/E:

O'Brien Engineering Inc.

2340 E. Trinity Mills Rd. Ste 220

Carrollton, TX 75006

972-233-2288 obrieneng.com

FULLY SPRINKLERED

667-19-101

Structural

Pierce Engineering

132 N Main St.

Childress, TX 79201

940-937-8600 www.pierceengineering.net

09/03/2021 BGP KBP

09/03/21

STRUCTURAL DETAILS

S-500

WITH #5 AT 16" OC

6-INCH CMU REINFORCED

L

A P

EW

WITH BRICK TIES AT 24" OC,

FACE BRICK, ATTACH

BRICK CAP

#5 AT 16" OC

2-#6, TOP AND BOTTOM

HILTI-RE 500 V3, EACH SIDE

#5 AT 24" OC, DRILL AND EPOXY WITH

TYP

6"

HOOK, TYP

STD ACI 90°

1 WALL SECTION

S-500 1"=1'-0"

2 PIER DETAIL

S-500 1"=1'-0"

3 GRADE BEAM CORNER

S-500 1"=1'-0"

TYP

3" CLR

30°

3'-0"

AT TOP AS SHOWN

#3 AT 10" OC, 2 EXTRA

4-#5

CLR

3"

EXTEND 1'-9" INTO GRADE BEAM

3'-2"

1'-6"

HOOK

STD ACI 90°

FACE OF GRADE BEAM

2-#6 TOP AND BOTTOM

#3 AT 12" OC

WITH 2-#4 CONTINUOUS

BOND BEAM REINFORCED

1'-6"

#3 AT 12" OC

HOOK, TYP

STD ACI 90°