DNC-810CM3030_Submission_BD_Plans_Part4.pdf

4' -0

" M

IN

3' -0

6'

-0

8'-0"

LOGO LETTERS TO BE WHITETOP BACKGROUND TO

NEW VA BLUE (MP9009)

BACKGROUND TO BE PAINTED WHITE

MATTHEWS NO. MP32071

HELVETICA STYLE 4-1/2"

HIGH LETTERING; BLACK.

CENTERED HORIZONTAL

FACE PANEL TO BE

EXTERIOR GRADE MDO

SHEET OR ALUMINUM

SKIN LAMINATED TO A

WOOD CORE WITH EDGES

PHYSICALLY SEALED;

ATTACHED TO POST WITH

WOOD SCREWS AND LAG

BOLTS

4"x6" WOOD

POST

4"X6" WOOD POSTS

PAINTED WHITE

3" 41 2"

41 2" 1'

-8

5 1/2"

2"X4" WOOD FRAMING

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTAL

4" 41 2"

21 2" 2"

21 2"

4"

NOTE:

1. ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

2. CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR

APPROVAL PRIOR TO

FABRICATION

3. MATERIAL TO BE SUPPLIED,

ASSEMBLED AND

INSTALLED BY

CONTRACTOR

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF LOGO

WHICH IS AS NOTED.

ELEVATION SECTION ON CENTERLINE

U.S. Department of Veterans Affairs

21 2"

41 2"

21 2"

BLUE

4" 9"

11 2" 11 2"

3 4" 11 2"

WHITE

RED

WOOD

STRIPS

3' -0

4'-0"

3' -0

" M

IN

FINISH

GRADE

4"X4" WOOD

POST PAINTED

WHITE

2X4 BRACING, TYP.

U.S. Department of Veterans Affairs

ZERO IN

ON SAFETY

CL

NOTE:

1. ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

2. CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR

APPROVAL PRIOR TO

FABRICATION

3. MATERIAL TO BE SUPPLIED,

ASSEMBLED AND

INSTALLED BY

CONTRACTOR

PROVIDE JOINT

BRACING, TYP.

07/28/2023

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

TEMPORARY SITE

SIGNAGE DETAILS

CI513

171DMM JDB

SCALE: NTS

TEMPORARY CONSTRUCTION SIGN1 SCALE: NTS

TEMPORARY SAFETY SIGN2

AutoCAD SHX Text SUPERVISED BY: DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C. NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text New PIC/ADMIN Bldg, AutoCAD SHX Text GORDON ׀ THE LA GROUP SDVOSB JOINT VENTURE, THE LA GROUP SDVOSB JOINT VENTURE, INTEGRITY FEDERAL SERVICES, APOGEE CONSULTING GROUP, FORESITE GROUP

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text xxxxxx

AutoCAD SHX Text Replace Committal Shelter B, Shelter B, Shelter B, AutoCAD SHX Text Dayton National Cemetery

AutoCAD SHX Text and Road Repairs

AutoCAD SHX Text

THIS PROJECT HAS WORKED

AutoCAD SHX Text

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

AutoCAD SHX Text

GENERAL CONTRACTOR

CUSTOM

CUSTOM

VISITOR INFORMATION

FLORAL REGULATIONS

INFORMATION / REGULATION SIGN SCHEDULE (INFO)

SIGN KEY:

INFO1

INFO2

SIGN DESCRIPTION SIGN COPY NORTHING

641401.09

641238.91

EASTING

1474110.17

1474325.18

HORIZONTAL YOU ARE HERE (MAP)

SIGN KEY:

MAP1

SIGN DESCRIPTION SIGN COPY NORTHING

641233.70

EASTING

1474325.67CUSTOM MAP OF CEMETERY

LOW PROFILE TRAFFIC REGULATORY SIGN SCHEDULE (REG)

SIGN KEY:

REG1

REG2A

REG2B

REG3

REG4A

REG4B

REG4C

REG4D

REG5

REG6A

REG6B

REG7A

REG7B

SIGN DESCRIPTION SIGN COPY NORTHING

641473.40

641445.24

641030.78

641183.29

641071.86

641105.90

641196.63

641223.57

641105.90

641196.63

641223.57

641206.35

641246.76

EASTING

1473927.22

1473951.40

1474079.59

1474322.47

1474001.97

1473998.37

1474003.56

1473996.23

1473998.37

1474003.56

1473996.23

1474075.11

1474035.72

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

CUSTOM

FUNERAL PROCESSION KEEP RIGHT

SPEED LIMIT 15

SPEED LIMIT 15

EMPLOYEE PARKING ONLY

AUTHORIZED VEHICLES ONLY

AUTHORIZED VEHICLES ONLY

AUTHORIZED VEHICLES ONLY

AUTHORIZED VEHICLES ONLY

STOP

YIELD

YIELD

ALL FUNERALS WAIT HERE

ALL FUNERALS WAIT HERE

TALL TRAFFIC REGULATORY (TTR)

SIGN KEY:

TTR1A

TTR1B

TTR1C

TTR1D

SIGN DESCRIPTION SIGN COPY NORTHING

641258.68

641243.39

641086.13

641068.15

EASTING

1474320.68

1474323.63

1474068.89

1474069.65

CUSTOM

CUSTOM

CUSTOM

CUSTOM

RESERVED PARKING / VAN ACCESSIBLE / $250 FINE

MINIMUM

RESERVED PARKING / VAN ACCESSIBLE / $250 FINE

MINIMUM

RESERVED PARKING / VAN ACCESSIBLE / $250 FINE

MINIMUM

RESERVED PARKING / VAN ACCESSIBLE / $250 FINE

MINIMUM

POST AND PANEL (PPC & PPD)

SIGN KEY:

PPC1

PPD1

SIGN DESCRIPTION SIGN COPY NORTHING

641117.41

641356.75

EASTING

1474066.56

1474284.51

CUSTOM

CUSTOM ADMINISTRATION / PUBLIC INFORMATION CENTER /

RESTROOMS

MAINTENANCE BUILDING ANNEX

HONOR GUARD

FLAG SLEEVE LAYOUT POINTS

SIGN KEY:

FS1

FS2

FS3

FS4

FS5

FS6

FS7

FS8

FS9

FS10

FS11

NORTHING

641469.26

641434.13

641412.70

641406.26

641402.92

641399.35

641391.29

641373.16

641344.53

641311.86

641275.69

EASTING

1473931.73

1473966.65

1474011.99

1474064.05

1474116.13

1474167.98

1474222.46

1474263.73

1474300.05

1474324.56

1474341.08

TEMPORARY (TEMP)

SIGN KEY:

TEMP1

TEMP2

SIGN DESCRIPTION SIGN COPY NORTHING

641491.89

641496.64

EASTING

1473956.68

1473964.33

SP-24.01 CONSTRUCTION SIGN: TEXT ONLY

SP-24.04 CONSTRUCTION SIGN: SAFETY

07/28/2023

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

SITE SIGNAGE AND SITE

FURNISHINGS SCHEDULE

CI600

172DMM JDB

GENERAL NOTES

1. FOR SITE FURNISHING DETAILS SEE CI501.

2. EXTERIOR SIGNAGE IS TO MATCH THE EXISTING

VAMC CAMPUS STYLE SIGNAGE AT THE CEMETERY.

SEE SIGN DETAILS FOR ADDITIONAL INFORMATION.

3. LOCATIONS AND QUANTITIES SHOWN FOR NEW

FLAG SLEEVES ARE FOR BIDDING PURPOSES.

LOCATIONS OF FLAG SLEEVES ARE TO ALIGN WITH

EXISTING LOCATIONS IMPACTED BY

CONSTRUCTION.

DS

DS

DS

DS

DS

DS

9+

+0

+0

12+

+0

14+00

+6

MCMAHON AVE

WISCONSIN AVE

MONUMENT AVE

MONUMENT AVE

BROWN AVE

WISCONSIN AVE

HAW

AII PL

WISCONSIN AVE

EXISTING BURIAL

SECTION F

EXISTING BURIAL

SECTION D

EXISTING BURIAL

SECTION C

EXISTING BURIAL

SECTION B

EXISTING BURIAL

SECTION G

EXISTING BURIAL

SECTION 20

EXISTING BURIAL

SECTION 25

EXISTING BURIAL

SECTION 30

EXISTING BURIAL

SECTION 35

EXISTING BURIAL

SECTION CIV

EXISTING

MONUMENT

WEST 3RD STREET

SEE SHEET LS101 FOR

PIC/ADMINISTRATION

BUILDING LANDSCAPE

ENLARGEMENT PLAN

AR

OV

OV

AS

SEE SHEET LS102 FOR STORMWATER

MANAGEMENT AREA LANDSCAPE

ENLARGEMENT PLAN

NEW LAWN SOD,

TYP.

OV

NEW MEXICO PL

MP

IN

DI

AN

A

AV

E

BROWN AVE

NEW LAWN SOD, TYP.

NEW MULCH BED

TO LIMITS OF

DISTURBANCE, TYP.

07/28/2023

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

OVERALL LANDSCAPE PLAN

LS100

173DMM JDB

NORTH

10 20 3030 0

Scale: 1" = 30'

LEGEND

GENERAL NOTES

PROPERTY LINE

1. CONTRACTOR TO COORDINATE WITH CEMETERY

STAFF TO MINIMIZE DISTURBANCE TO CEMETERY

OPERATIONS.

2. IF ADDITIONAL AREAS ARE DISTURBED FROM

CONSTRUCTION OPERATIONS, CONTRACTOR SHALL

RESTORE DISTURBED AREAS TO EXISTING

CONDITIONS.

3. SEE SHEET LS500 FOR PLANTING DETAILS AND

SCHEDULE.

1" = 30'-0"

COMMITTAL SERVICE SHELTER B INSET1 10 20 300

LAWN SOD

DECIDUOUS TREE

SMALL ORNAMENTAL TREE

EVERGREEN TREE

AutoCAD SHX Text T

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MP

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07/28/2023

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

PIC / ADMINISTRATION BUILDING

LANDSCAPE PLAN ENLARGEMENT

LS101

174DMM JDB

NORTH

2 4 6 88 0

LEGEND

PROPERTY LINE

EXISTING BURIAL SECTIONS

LAWN SOD

DECIDUOUS TREE

SMALL ORNAMENTAL TREE

EVERGREEN TREE

NOTES

1. SEE SHEET LS100 FOR NOTES.

Scale: 1" = 8'

M

AT

CH

LI

NE

S

EE

L

S1

M

AT

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LI

NE

S

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PG

MP

07/28/2023

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

STORMWATER MANAGEMENT AREA

LANDSCAPE PLAN ENLARGEMENT

LS102

175DMM JDB

NORTH

LEGEND

PROPERTY LINE

LAWN SOD

DECIDUOUS TREE

SMALL ORNAMENTAL TREE

EVERGREEN TREE

NOTES

1. SEE SHEET LS100 FOR NOTES.

2 4 6 88 0

Scale: 1" = 8'

M

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CH

LI

NE

S

EE

L

S1

M

AT

CH

LI

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S

EE

L

S1

AutoCAD SHX Text I

AutoCAD SHX Text I

ST

07/28/2023

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTGOMERY COUNTY, OHIO

810CM3030

JULY 28, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

DAYTON NATIONAL CEMETERY

PIC/ADMIN BLDG, REPLACE COMMITTAL

SHELTER B, AND ROAD REPAIRSIntegrity Federal Services

(304) 725-8456

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G:

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

LANDSCAPE DETAILS

AND SCHEDULE

LS500

176DMM JDB

PLANT LIST

SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING

DECIDUOUS TREES

AS 2 Acer saccharum Sugar Maple 2-2 1/2" Cal. B&B

AR 2 Acer rubrum 'October Glory' October Glory Red Maple 2-2 1/2" Cal. B&B

OV 4 Ostrya virginiana American Hop-hornbeam 2-2 1/2" Cal. B&B

ORNAMENTAL TREES

CC 2 Cercis canadensis 'Forest Pansy' Forest Pansy Redbud 8'-10' ht. B&B, SINGLE STEM

EVERGREEN TREES

PG 5 Picea glauca White Spruce 6'-8' hr. B&B

PB 3 Picea pungens Colorado Blue Spruce 8'-10' ht. B&B

SHRUBS

MP 12 Myrica pensylvanica Bayberry 24"-30" ht. FEMALE AND 1 MALE PO 2 Physocarpus opulifolius 'Diabolo' Diabolo Ninebark #5 Cont.

3" DEPTH MULCH

4" HT. PLANTING MIX SAUCER

CUT AND REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL6"

MIN.

LIGHTLY TAMPED AMENDED

BACKFILL

SCARIFY SUBSOIL TO MIN. 4" DEPTH

NOTE: SPACE SHRUBS AS

INDICATED ON PLANS

6" 4"

N.T.S.

SHRUB PLANTING5

STAKE

TREE TRUNK

STAKESTAKE

STAKE

TREE TRUNK

STAKESTAKE

PLAN

VIEW

PLAN

VIEW

STRAPS. ENCASE STRAPS AROUND TRUNK

DRIVEN IN ON AN SLIGHT ANGLE.

STAKES TO BE OUTSIDE OF ROOT BALL.

3 PER TREE. STAKES TO BE SAME HEIGHT,

IN REINFORCED RUBBER HOSE ABOVE

FIRST BRANCH. SECURE GUYING STRAPS

3" Ø x 8'-0" CEDAR STAKES, 4" HT. PLANTING MIX SAUCER

WITH GALV. OR CADMIUM-PLATED TURNBUCKLES.

PERIMETER OF MOUND TO DEPTH SHOWN.

COMPACTED 92%; TRENCH AROUND

UNDISTURBED NATIVE SOIL DRAINAGE MOUND

AMENDED PLANTING MIX, COMPACTED

3" DEPTH HARDWOOD MULCH;

PULL MULCH AWAY FROM TRUNK

(SEE SPEC.)

2'-0"

TYP.

1' -0

F.G.

TO STAKE. NOTCH STAKE TO RECEIVE

ATTACH FABRIC MATERIAL GUYING STRAPS

NOTES:

2'-0"

TYP.

1' -0

F.G.

COMPACTED 92%; TRENCH AROUND PERIMETER

OF MOUND TO DEPTH SHOWN.

BOTTOM OF TREE TRUNK AFTER BACKFILLING

TOP 1/3 OF BALL ROOT. IF PLASTIC WRAP OR

BUT BEFORE MULCHING. REMOVE BURLAP FROM

TREATED BURLAP IS USED, COMPLETELY REMOVE

AMENDED PLANTING MIX, COMPACTED

UNDISTURBED NATIVE SOIL DRAINAGE MOUND

3 PER TREE. STAKES TO BE SAME HEIGHT,

STAKES TO BE OUTSIDE OF ROOT BALL.

3" DEPTH HARDWOOD MULCH;

4" HT. PLANTING MIX SAUCER

PULL MULCH AWAY FROM TRUNK

3" Ø x 8'-0" CEDAR STAKES, DRIVEN IN ON AN SLIGHT ANGLE.

(SEE SPEC.)

TREES 8'-0" HT. & LARGER SHALL

TREE SHALL BE PLUMB & STRAIGHT;

NEVER CUT A LEADER.

BE GUYED AS SHOWN BELOW.

NOTES:

STRAPS. ENCASE STRAPS AROUND TRUNK

IN REINFORCED RUBBER HOSE ABOVE

FIRST BRANCH. SECURE GUYING STRAPS

WITH GALV. OR CADMIUM-PLATED TURNBUCKLES.

TO STAKE. NOTCH STAKE TO RECEIVE

ATTACH FABRIC MATERIAL GUYING STRAPS

CONTRACTOR TO REMOVE GUYING TWO (2)

GROWING SEASONS AFTER INSTALLATION.

1" HIGHER THAN THE SURROUNDING GRADE.

SET PLANT SO THAT THE ROOT CROWN IS

MUST BE REMOVED. CUT ROPE SURROUNDING

ANY WIRE CAGING OR SIMILAR MATERIAL

THESE MATERIALS.

BOTTOM OF TREE TRUNK AFTER BACKFILLING

TOP 1/3 OF BALL ROOT. IF PLASTIC WRAP OR

BUT BEFORE MULCHING. REMOVE BURLAP FROM

TREATED BURLAP IS USED, COMPLETELY REMOVE

MUST BE REMOVED. CUT ROPE SURROUNDING

ANY WIRE CAGING OR SIMILAR MATERIAL

THESE MATERIALS.

SECTION

VIEW

N.T.S.

DECIDUOUS TREE PLANTING1 N.T.S.

CONIFEROUS TREE PLANTING2

SECTION

VIEW

TREE SHALL BE PLUMB & STRAIGHT; TREES

2-1/2" CALIPER & LARGER SHALL BE

STAKED & GUYED AS SHOWN BELOW.

SET PLANT SO THAT THE ROOT CROWN IS 1"

HIGHER THAN THE SURROUNDING GRADE.

THIN BRANCHES & FOLIAGE AS DIRECTED (SEE

SPECS) WHILE RETAINING NORMAL SHAPE OF

TREE. NEVER CUT A LEADER.

N.T.S.

NOT USED4

N.T.S.

NOT USED3

NOTES:

1. SEE LS100 FOR ADDITIONAL NOTES.

2. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO

COMPLETE ALL PLANTING SHOWN ON THE DRAWINGS. WHERE DISCREPANCIES EXIST BETWEEN THE

PLANS AND THE LANDSCAPE SCHEDULE, THE PLANS SHALL TAKE PRECEDENCE.

3. ALL DISTURBED AREAS TO BE SODDED LAWN AS APPROPRIATE. SOD SHALL MATCH EXISTING.

4. CONTRACTOR SHALL VERIFY POTENTIAL UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO

CONFLICTS BETWEEN LANDSCAPE AND UTILITIES. CONTRACTOR SHALL STAKING LANDSCAPE

LOCATIONS PRIOR TO INSTALLATION. ALL UTILITY LINES DAMAGED BY THE INSTALLATION OF PLANT MATERIAL SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO IRRIGATION LINES, REQUIRING REROUTING SHALL BE

REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT. IMMEDIATELY NOTIFY

GOVERNMENT AND DESIGN TEAM OF CONFLICTS. CONTRACTOR SHALL REVIEW CONTRACT

DOCUMENTS AND COORDINATE SUBCONTRACTORS WORK TO PREVENT UTILITIES IN CONFLICT WITH

LANDSCAPE.

5. SEE LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN.

6. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY.

7. TREES SHALL BE PLUMB AND STRAIGHT.

8. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING PLANT MATERIAL. UNHEALTHY OR NON-VIGOROUS

PLANT MATERIAL SHALL NOT BE ACCEPTED. UNHEALTHY OR NON-VIGOROUS PLANT MATERIAL SHALL

BE REPLACED AND ESTABLISHED AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

9. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

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Foresite Group

(770) 368-1399

The LA Group

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CLIN 003

S-001

GENERAL NOTES

JCJW 177 186JULY 28, 2023

BID DOCUMENTS

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

AE DESIGN SERVICES

GENERAL

1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE

(WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT

DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF

OWNER, CONTRACTOR, DESIGN PROFESSIONAL, SUPPLIER, OR ANY OF THEIR

CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT

DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE DESIGN PROFESSIONAL

OF RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS,

AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE

FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO

UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT

DOCUMENTS.

2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL

DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP

DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE

CONTRACTOR.

3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY,

ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES,

SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE

SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED

OTHERWISE.

4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE

CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS.

WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST

REQUIREMENT SHALL GOVERN.

5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED

BUILDING CODE.

6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. DESIGN

PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR

DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL

DRAWINGS.

7. STRUCTURAL DOCUMENTS ARE BEING RELEASED PRIOR TO DOCUMENTS BY OTHER

DISCIPLINES (ARCHITECTURAL, MECHANICAL, ETC.). CONTRACTOR SHALL COORDINATE

STRUCTURAL DOCUMENTS WITH OTHER PORTIONS OF THE CONTRACT DOCUMENTS AS

THEY ARE RELEASED. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY

OR OMISSION.

8. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE

CONDITIONS BEFORE STARTING WORK. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF

ANY DISCREPANCY.

9. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL

EQUIPMENT WEIGHTS, OPENING SIZES AND LOCATIONS IDENTIFIED ON THE

STRUCTURAL DRAWINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

10. CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE

STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT, OWNER-FURNISHED ITEMS,

PARTITIONS, ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS.

11. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES,

SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

12. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS

REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION

SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR.

13. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA

REGULATIONS.

14. ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR.

REPRODUCTION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED.

15. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES

NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK

ALL SUBMITTALS AND SHOP DRAWINGS BEFORE SUBMITTING TO THE DESIGN

PROFESSIONAL. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND

OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY

PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT

DOCUMENTS.

16. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL

SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THE

TYPICAL DETAILS UNLESS THOSE LOCATIONS ARE SPECIFICALLY DETAILED OTHERWISE.

17. STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF

STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED

METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS.

SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY

OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

CODE/DESIGN CRITERIA

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

§ 2017 OHIO BUILDING CODE.

2. GRAVITY LOADS

2.1 UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

§ GENERAL AREAS 100 PSF

2.2 UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

§ ROOF 20 PSF

§ GROUND SNOW LOAD 20 PSF

§ SNOW EXPOSURE COEFFICIENT = 0.9

§ SNOW LOAD IMPORTANCE FACTOR = 1.0

§ THERMAL FACTOR = 1.0

PONDING AND DRIFT EFFECTS HAVE BEEN INCLUDED IN THE DESIGN.

2.3 DEAD LOADS (IN ADDITION TO STRUCTURE SELF-WEIGHT):

ROOF:

§ ROOFING 5 PSF

§ INSULATION 5 PSF

§ MISCELLANEOUS 5 PSF

§ CEILING/MEP 5 PSF

3. WIND LOADS:

§ RISK CATEGORY: II

§ BASIC WIND SPEED, Vult = 115 MPH § ALLOWABLE WIND SPEED, Vasd = 89 mph

§ EXPOSURE C

§ INTERNAL PRESSURE COEFFICIENT = +/-0.18

SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAM

4. EARTHQUAKE LOADS:

§ SEISMIC IMPORTANCE FACTOR: I = 1.0

§ RISK CATEGORY: II

§ SHORT PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT, SS = 0.153

§ 1 SECOND PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT, S1 = 0.072

§ SITE CLASS D

§ SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT, SDS = 0.164

§ 1 SECOND PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.116

§ SEISMIC DESIGN CATEGORY: B

§ ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

§ BASIC SEISMIC-FORCE RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE.

§ DESIGN BASE SHEAR:

ADMINISTRATION BUILDING – 5 KIPS

HONOR GUARD BUILDING – 3 KIPS

§ SEISMIC RESPONSE COEFFICIENT, CS = 0.055

§ RESPONSE MODIFICATION FACTOR, R = 3

5. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS (IN

INCHES) DO NOT EXCEED THE FOLLOWING:

DEAD LOAD LIVE LOAD DEAD + LIVE LOAD

ROOF MEMBERS: L/360 L/360 L/240

§ WHERE, L = SPAN LENGTH (IN INCHES) BETWEEN SUPPORTS. (FOR CANTILEVERS, L IS

TWICE THE LENGTH OF THE CANTILEVER.) NOTE THAT THE TOTAL MAXIMUM

CALCULATED FLOOR SYSTEM DEFECTION WILL BE THE SUM OF THE DEFLECTIONS OF

THE SUPPORTED ELEMENTS IN A BAY.

FOUNDATION

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL

REPORT PREPARED BY ECS MIDWEST LLC, ECS PROJECT NUMBER 66:1189-A DATED

4/14/2023. DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS

ENCOUNTERED IN THE FIELD DIFFERENT TO THOSE ASSUMED FOR DESIGN.

2. STRUCTURAL TESTING/INSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM.

3. INDIVIDUAL SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SHALL BEAR ON SOIL

CAPABLE OF SUPPORTING 3000 PSF.

3.1 NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM OF 2 FEET

BELOW BOTTOM OF FOOTING AND REPLACE WITH STRUCTURAL FILL.

4. PROOFROLL BUILDING AREAS WITH TWO COMPLETE COVERAGES OF A LOADED DUMP

TRUCK OR SCRAPER.REPLACE SOFT AREAS WITH LEAN CONCRETE FILL AS REQUIRED

BY THE GEOTECHNICAL REPORT.

5. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A

GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. STRUCTURAL FILL UNDER SLABS AND

WITHIN 10'-0" OF THE BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS

DETERMINED BY THE INDEPENDENT TESTING AGENCY AND COMPACTED TO AT LEAST

95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM

D698. THE TOP 12" SUB-BASE UNDER SLABS ON GRADE SHALL BE COMPACTED TO AT

LEAST 98% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. ALL BACKFILL,

COMPACTION AND PROOF ROLLING OPERATIONS SHALL BE OBSERVED BY AN

INDEPENDENT TESTING LABORATORY.

6. SLABS-ON-GRADE SHALL BE PLACED ON A 4" GRANULAR BASE, COMPACTED TO 98%

OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698,

AND COVERED WITH A 10 MIL CONTINUOUSLY SEALED VAPOR BARRIER. THE BASE FOR

SLABS-ON-GRADE SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO EACH

PLACEMENT OF CONCRETE.

7. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE.

8. ALL FOOTINGS AND TURN DOWN SLAB EDGES SHALL PENETRATE TO A MINIMUM

DEPTH OF 3'-0" BELOW FINISHED GRADE.

REINFORCEMENT

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED

OTHERWISE.

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE AND

END LAPS OF 8".

3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES

AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE

SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.

5. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED

OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR

NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED

"CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES

AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE DESIGN PROFESSIONAL.

5. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL BE LAPPED AS FOLLOWS:

§ CONCRETE REINFORCEMENT: CLASS B TENSION LAP

6. PROVIDE DOWELS FROM FOUNDATIONS THE SAME SIZE AND NUMBER AS THE

VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.

7. PLACE REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:

7.1 CONCRETE REINFORCEMENT COVER

EXPOSED TO EARTH OR WEATHER:

§ UNFORMED CAST AGAINST EARTH 3” CLEAR

§ FORMED #6 AND LARGER 2” CLEAR

§ FORMED #5 AND SMALLER 1-1/2” CLEAR

8. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL CONFORM TO

ASTM C881-02, TYPE IV, GRADE 3, CLASS A, B, & C EXCEPT GEL TIMES AND EPOXY

CONTENT. ADHESIVE SHALL CONSIST OF A TWO COMPONENT ADHESIVE SYSTEM

CONTAINED IN SIDE BY SIDE PACKAGING CONNECTEED TO A MIXING NOZZLE WHICH

THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED INTO THE HOLE. ADHESIVE

SHALL HAVE PASSED ICC EVALUATION SERVICES, INC ACCEPTANCE CRITERIA 308 FOR

LONG TERM CREEP AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE.

INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM

EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE.

8. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK.

9. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR

CONSTRUCTION JOINTS AND AROUND CORNERS.

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS.

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY COMPRESSIVE

STRENGTH:

2.1 NORMAL WEIGHT STRUCTURAL CONCRETE:

§ FOOTINGS 3000 PSI

§ SLABS-ON-GRADE 4000 PSI

3. PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS

INCLUDING CROSSING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL

DOCUMENTS. ALL PIPES AND DUCTS SHALL BE PLACED IN THE MIDDLE THIRD OF THE

SLAB OR WALL THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE IN THE

STRUCTURAL DOCUMENTS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

LOCATION OF SLEEVES, ACCESSORIES, ETC.

4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS

OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR

FINISHES AND SLAB DEPRESSIONS.

5. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE DESIGN

PROFESSIONAL. NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED EXCEPT

THOSE SHOWN ON THE STRUCTURAL DRAWINGS.

6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY-COMBING,

SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.016 INCH SHALL BE REPAIRED. EXTENT

OF DEFECTIVE AREA TO BE DETERMINED BY THE DESIGN PROFESSIONAL.

7. CONCRETE MIX DESIGN FOR CONCRETE SHALL BE BASED ON A MAXIMUM

AGGREGATE SIZE OF 1 IN. MAXIMUM WATER/CEMENT RATIO OF .50 FOR NON-AIR-

ENTRAINED CONCRETE AND .45 FOR AIR-ENTRAINED CONCRETE AND A MAXIMUM SLUMP

OF 4 IN. AIR ENTRAINED CONCRETE SHALL BE USED FOR EXTERIOR EXPOSED

CONCRETE WITH AN AIR CONTENT BETWEEN 3 AND 6 PERCENT.

8. CONCRETE SLABS ON GRADE SHALL NOT BE LOADED UNTIL A MINIMUM CONCRETE

STRENGTH OF 1800 PSI HAS BEEN ATTAINED AND THE CONCRETE IS AT LEAST THREE

DAYS OLD. ALL OTHER CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL THE

SPECIFIED CONCRETE DESIGN STRENGTH HAS BEEN ATTAINED.

9. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 301 AND THE

SPECIFICATIONS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. AT A MINIMUM

CONCRETE SPECIMENS SHALL BE TAKEN FOR EVERY 100 YARDS OR PORTION THEREOF

FOR EACH MIX DESIGN PLACED IN A DAY. CONCRETE TEST REPORTS SHALL BE

AVAILABLE ON SITE FOR INSPECTION.

10. C.J. ON THE SLAB AND FOUNDATION PLAN INDICATES A KEY-FORMED

CONSTRUCTION JOINT OR SAW-CUT CONTROL JOINT IN THE CONCRETE SLAB ON

GRADE. SAW-CUT CONTROL JOINTS SHALL BE INSTALLED WITHIN 12 HOURS OF SLAB

PLACEMENT. CONTINUE REINFORCEMENT THROUGH JOINTS. CONSTRUCTION AND/OR

CONTROL JOINTS SHALL BE SPACED NO FARTHER APART THAN 48 TIMES THE SLAB

THICKNESS OC IN EACH DIRECTION CREATING PANELS WITH AN ASPECT RATIO NOT

GREATER THAN 2:1.

11. UNLESS NOTED OTHERWISE, ALL REINFORCING SHALL BE CONTACT LAP SPLICED

WITH A CLASS B SPLICE IN ACCORDANCE WITH ACI 318. FOR BARS WITH MINIMUM

COVER AND SPACING GREATER THAN 2db AND 3db RESPECTIVELY, THE MINIMUM SPLICE LENGTH OF NOT LESS THAN 48db (db=BAR DIAMETER) SHALL BE USED. SPLICE LENGTHS

SHALL BE INCREASED BY A FACTOR OF 1.3 FOR TOP REINFORCEMENT. LAP WELDED

WIRE FABRIC (WWF) ONE SPACE PLUS 2 IN. ON ALL SIDES AT SPLICES.

12. ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A CHAMFER OR RADIUS OF 3/4”,

UNLESS NOTED OTHERWISE.

13. CONCRETE SHALL RECEIVE THE FOLLOWING FINISHES:

§ INTERIOR EXPOSED SLABS (UNO OR REQUESTED BY THE OWNER): STEEL TROWEL

FINISH

§ EXTERIOR SLABS: BROOM FINISH IN DIRECTION OF SLOPE

§ ALL OTHER CONCRETE: STEEL TROWEL FINISH

14. MAINTAIN CONCRETE AFTER PLACEMENT WITH MINIMAL MOISTURE LOSS AT

RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION

OF CEMENT AND HARDENING OF CONCRETE (NOT LESS THAN 7 DAYS). COMPLY WITH

THE REQUIREMENTS OF ACI 308- STANDARD PRACTICE FOR CURING CONCRETE;

AMERICAN CONCRETE INSTITUTE. A COMBINATION CURING AND SEALING COMPOUND

SHALL BE APPLIED AFTER THE CONCRETE HAS BEEN FINISHED OR THE FORMS

REMOVED. COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM C1315.

CONCRETE MASONRY

1. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF CONCRETE MASONRY SHALL BE F'M =

1500 PSI.

2. MORTAR SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE

MASONRY AND SHALL BE OF THE FOLLOWING TYPE:

§ WALLS TYPE M

3. CONCRETE MASONRY UNITS SHALL BE GROUTED WITH 2500 PSI COARSE GROUT AS

SHOWN IN THE STRUCTURAL DOCUMENTS. GROUT FOR REINFORCED AND

NONREINFORCED MASONRY SHALL CONFORM TO ASTM C476.

4. PROVIDE HORIZONTAL JOINT REINFORCEMENT WITH NO. 9 GAGE LONGITUDINAL

WIRES AT 16" C/C VERTICALLY, UNLESS NOTED OTHERWISE. PROVIDE SPECIAL

ACCESSORIES FOR CORNERS, INTERSECTIONS, ETC.

5. PROVIDE CONTROL JOINTS IN ALL CONCRETE MASONRY WALLS AT LOCATIONS

APPROVED BY THE DESIGN PROFESSIONAL AT A MAXIMUM SPACING OF 3 TIMES THE

WALL HEIGHT OR 40'-0", WHICHEVER IS LESS.

6. PROVIDE DOVETAIL ANCHORS AT 16" C/C, UNLESS NOTED OTHERWISE, WHERE

MASONRY WALLS ABUT CONCRETE SURFACES.

7. SUBMIT WRITTEN CONSTRUCTION PROCEDURES PRIOR TO THE START OF MASONRY

CONSTRUCTION.

8. MINIMUM VERTICAL WALL REINFORCEMENT SHALL BE #5@32" C/C, UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, UNLESS NOTED OTHERWISE.

§ STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

§ STRUCTURAL CHANNELS, MISCELLANEOUS PLATES AND CONNECTION MATERIAL

SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.

2. BOLTS AND ANCHORS:

2.1 BOLTED CONNECTIONS SHALL BE TYPE N (BEARING TYPE WITH THREADS INCLUDED

IN SHEAR PLANE) WITH MINIMUM 3/4" DIAMETER (UNO) A325 BOLTS. SUBMIT PROPOSED

BOLT TIGHTENING PROCEDURE FOR REVIEW.

2.2 ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 AND SHALL

BE HEADED RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT WELDED TO THE

BOTTOM OF THE THREADED ROD, GRADE A36, UNLESS NOTED OTHERWISE.

1.

2.

2.3 EXPANSION ANCHORS SHALL HAVE BEEN EVALUATED BY THE ICC EVALUATION

SERVICES, INC (ICC-ES) WITH A PUBLISHED EVALUATION REPORT. ANCHORS SHALL BE

EVALUATED BY ICC-ES ACCEPTANCE CRITERIA 193 AND BE SPECIFICALLY APPROVED

FOR USE IN CRACKED CONCRETE. CONTACT DESIGN PROFESSIONAL FOR

DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS

CONDITION IS NOTED ON THE DRAWINGS. ALL ANCHORS SHALL BE APPROVED FOR

RESISTING WIND AND SEISMIC LOADS. INSTALL IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE EQUAL TO 4.5

TIMES THE ANCHOR DIAMETER, UNLESS NOTED OTHERWISE.

2.4 ADHESIVE ANCHORS SHALL CONSIST OF AN ALL-THREAD STEEL ANCHOR WITH

ADHESIVE CONFORMING TO ASTM C881-02, TYPE IV, GRADE 3, CLASS A, B, & C

EXCEPT GEL TIMES AND EPOXY CONTENT. ADHESIVE SHALL CONSIST OF A TWO

COMPONENT ADHESIVE SYSTEM CONTAINED IN SIDE BY SIDE PACKAGING

CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS

AS IT IS INJECTED INTO THE HOLE. ADHESIVE SHALL HAVE PASSED ICC EVALUATION

SERVICES, INC ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP AND BE

SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. INSTALL IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM

EMBEDMENT SHALL BE EQUAL TO 4.5 TIMES THE ANCHOR DIAMETER, UNLESS NOTED

OTHERWISE.

2.4 ANCHOR BOLTS SECURING WOOD PLATES SHALL BE PROVIDED WITH 1/4"x2-1/2"x2

1/2" BEARING PLATE BP 5/8" BY SIMPSON STRONG-TIE COMPANY INC. ANCHOR BOLTS

FOR SILL PLATES SHALL BE EMBEDDED A MINIMUM OF 6 IN. FOR CONCRETE AND 8 IN.

FOR MASONRY.

3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO BOTH

THE AISC “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” AND THE AISC "CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".

SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS

AND CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS. CONNECTIONS SHALL

BE DETAILED BASED ON THE DESIGN INFORMATION PROVIDED IN THE CONTRACT

DOCUMENTS. CONNECTIONS SHALL BE DESIGNED FOR THE SERVICE LOAD

REACTION VALUES SHOWN ON THE STRUCTURAL DRAWINGS. FOR STEEL MEMBERS

WHOSE REACTIONS ARE NOT SHOWN, THE DESIGN REACTION SHALL BE OBTAINED

FROM THE TABLES ENTITLED "MAXIMUM TOTAL UNIFORM LOAD" IN PART 3 OF THE

AISC "MANUAL OF STEEL CONSTRUCTION", FOURTEENTH (14TH) EDITION. THE DESIGN

REACTION IS EQUAL TO HALF THE TABULATED VALUE FOR NONCOMPOSITE BEAMS.

CONNECTIONS SHALL BE DESIGNED FOR THE SERVICE LOAD REACTION OF 10 KIPS

UNLESS SHOWN OTHERWISE ON THE STRUCTURAL DRAWINGS. DEVIATION FROM

THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE

PERMITTED WITHOUT WRITTEN PERMISSION FROM THE DESIGN PROFESSIONAL.

REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR

THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS. DESIGN PROFESSIONAL

SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST INVOLVED IN THE

REDESIGN OF CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR. STEEL

CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SHALL

BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE INCLUDED IN

THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS AND CALCULATIONS

FOR SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE

PROJECT STATE. REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE FULL

RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS. FOR

CONNECTION DETAILS DEPICTING ARRANGEMENT CONCEPT OF THE CONNECTION

WITHOUT COMPLETE DETAILS, THE CONNECTION DESIGN ENGINEER SHALL FOLLOW

THAT ARRANGEMENT CONCEPT IN THE DESIGN. SINGLE ANGLE CONNECTIONS ARE

NOT ACCEPTABLE.

4. USE PRE-QUALIFIED WELDED JOINTS IN ACCORDANCE WITH AISC AND THE

STRUCTURAL WELDING CODE OF THE AMERICAN WELDING SOCIETY. "NON-PRE-

QUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR TO FABRICATION.

5. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED.

METAL DECK

1. DECK DESIGN IS BASED ON THE STEEL DECK INSTITUTE DESIGN MANUAL FOR

COMPOSITE DECKS, FORM DECKS AND ROOF DECKS.

2. PROVIDE ROOF DECK WITH THE FOLLOWING MINIMUM PROPERTIES:

§ 1 1/2 INCH DEPTH (1.5B OR EQUIV)

§ 20 GAGE THICKNESS

§ 0.234 IN3/FT SECTION MODULUS

§ 0.201 IN4/FT MOMENT OF INERTIA

§ 33,000 PSI YIELD STRESS

3. DECK IS SPECIFIED BASED ON A THREE SPAN CONDITION. FURNISH HEAVIER GAGE

DECK IF REQUIRED FOR ONE OR TWO SPAN CONDITIONS.

4. FASTEN ROOF DECK TO RESIST A NET ULTIMATE UPLIFT OF 30 PSF OR AS INDICATED

ON THE DRAWINGS.

5. FASTEN DECK TO RESIST A DIAPHRAGM SHEAR FORCE OF 500 POUNDS PER LINEAR

FOOT.

COLD-FORMED STEEL

1. DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND THEIR CONNECTIONS

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS

SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. REVIEW OF SHOP

DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS

REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE CONTRACTOR'S

INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DETAILS. SUCH

REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE

DESIGN OF THE COLD-FORMED STEEL STRUCTURAL MEMBERS AND THEIR

CONNECTIONS.

2. COLD-FORMED STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN

ACCORDANCE WITH AISI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS" OR "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION

FOR COLD-FORMED STEEL STRUCTURAL MEMBERS".

3. COLD-FORMED STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE AS SHOWN IN

THE STRUCTURAL DOCUMENTS.

4. COLD-FORMED STEEL TRUSSES SHALL BE DESIGNED FOR THE DESIGN LOADS

SHOWN IN THE CONTRACT DOCUMENTS. REFER TO THE SPECIFICATIONS.

5. COLD-FORMED STEEL STRUCTURAL MEMBERS MAY BE ATTACHED BY EITHER WELDS

OR SCREWS SIZED BY THE MANUFACTURER FOR THE SPECIFIED DESIGN LOADS. SEE

THE SPECIFICATIONS.

6. CONTRACTOR SHALL FURNISH COMPLETE FABRICATION AND ERECTION DRAWINGS

FOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE COMMENCEMENT OF

FABRICATION. INCLUDE PLACING DRAWINGS FOR FRAMING MEMBERS SHOWING SIZE

AND GAGE DESIGNATIONS, NUMBER, TYPE, LOCATION AND SPACING. INDICATE

SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND DETAILS

REQUIRED FOR PROPER INSTALLATION.

8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE STANDARD

CODE OF ARC AND GAS WELDING IN BUILDING CONSTRUCTION.

§ THE CALCULATED DEFLECTION FOR INDIVIDUAL MEMBERS SUPPORTING MASONRY

DO NOT EXCEED L/600 FOR DESIGN LOADS APPLIED AFTER THE INSTALLATION OF THE

MASONRY.

6. SPECIAL INSPECTIONS:

6.1 THE STRUCTURAL TESTING/INSPECTION AGENCY WILL PERFORM SPECIAL

INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE. MATERIALS AND

WORK TO BE INSPECTED INCLUDE STEEL, CONCRETE, AND SOILS CONSTRUCTION. SEE

SCHEDULE OF SPECIAL INSPECTIONS FOR A COMPLETE LIST OF WORK REQUIRING

SPECIAL INSPECTIONS.

6.2 SPECIAL INSPECTION AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE ARE

REQUIRED FOR STRUCTURAL COMPONENTS AND ASSEMBLIES WHICH ARE NOT

FABRICATED AT THE CONSTRUCTION JOB SITE INCLUDING BUT NOT LIMITED TO ROOF

JOISTS OF STEEL MATERIALS, STRUCTURAL STEEL FRAMING, AND CLADDING.

6.3 SPECIAL INSPECTION AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE MAY BE

WAIVED FOR ITEMS WHICH ARE PRODUCED ON THE PREMISES OF A FABRICATOR

REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.

APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN

PROCEDURAL AND QUALITY CONTROL MANUALS AND BY PERIODIC AUDITING OF

FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. THE

APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE

CONTRACTING OFFICERS REPRESENTATIVE (COR) WHICH STATES THAT THE

FABRICATION WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED

CONSTRUCTION DOCUMENTS.

6.4 THE CONTRACTOR WILL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PERFORM

INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE DURING

CONSTRUCTION OF THE PROJECT. DOCUMENTATION THAT SUMMARIZES THE

QUALIFICATION AND CREDENTIALS OF EACH SPECIAL INSPECTOR AND DEMONSTRATES

COMPETENCE FOR INSPECTION OF EACH PARTICULAR TYPE OF CONSTRUCTION

REQUIRING SPECIAL INSPECTION SHALL BE SUBMITTED TO THE COR FOR REVIEW AND

APPROVAL PRIOR TO CONSTRUCTION.

6.5 APPROVED SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE

COR AND TO THE DESIGN PROFESSIONAL WHICH INDICATE THAT THE WORK INSPECTED

WAS DONE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. A

FINAL REPORT WHICH DOCUMENTS THE RESULTS OF THE SPECIAL INSPECTIONS

PERFORMED INCLUDING CORRECTION OF ANY DISCREPANCIES IDENTIFIED DURING

INSPECTION SHALL BE SUBMITTED PERIODICALLY AT A FREQUENCY APPROVED BY COR

PRIOR TO CONSTRUCTION.

7. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR VERTICAL

EXPANSION.

DocuSign Envelope ID: 40DD75DE-DBB5-4FFF-BC8A-F83F89EE99A4

7/28/2023

NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE ARCH FOR ADDITIONAL INFORMATION AND

DIMENSIONS.

3. Fx INDICATES COLUMN FOOTING. SEE

T/FTG = -3'-0" UNO, BASED ON T/SLAB REFERENCE

ELEVATION = 0'-0".

4. BPx INDICATES COLUMN BASE PLATE.

SEE .

5. T/SLAB EL = 0'-0". PROVIDE 4" SLAB ON GRADE

REINFORCED WITH WWF 6x6 W2.1xW2.1 ON VAPOR

BARRIER AND 4" GRANULAR BASE.

6. C.J. INDICATES SLAB CONTROL JOINT. SEE

AND GENERAL NOTES FOR ADDITIONAL

INFORMATION.

7. ISOLATION JOINT AT COLUMN. SEE

8. PROVIDE REINFORCEMENT AT RE-ENTRANT

CORNERS, SEE

9. INDICATES MASONRY WALL REINFORCED

W/ #5 @ 32" O.C., SEE DETAIL

10. INDICATES MASONRY WALL

REINFORCEMENT, SEE DETAILS

11. CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATION OF ALL UTILITY AND PLUMBING

LINES. SEE

X

/1 S-301

/5 S-501

/12 S-301

/16 S-301

/20 S-301

/4 S-401

/1 S-401

/9 S-301

A

B

F4.

H

SS8X

8X 1/

F4.

H

SS8X

8X 1/

F4.

H

SS8X

8X 1/

F4.0

H

SS8X8X1/4

F4.

H

SS8X

8X 1/

F4.

H

SS8X

8X 1/

F4.

H

SS8X

8X 1/

S-301

1 2 3

SLAB ON GRADE

SEE NOTE 5

S-301

S-301

6' - 6 7/8"

C.J. TYP.

SEE NOTE 6

BP1

BP1

BP1

BP1

BP1

BP1

A

A A

A

A

C

C C

C

NOTE 8

TYP

S-301

S-301

C

C C

C

C

C C

C C

C C

C

61' - 10"

1' - 10 7/8" 4' - 9 1/8" 1' - 5 1/8"

1' - 5 1/8" 4' - 9 1/8" 1' - 3" 3' - 5" 10' - 0"

/8

/8

/8

/8

BP1

9' - 1" 39' - 4" 13' - 5"

6' - 8"

F4.

H

SS8X

8X 1/

BP1

# KEY NOTES:

Dwg of

SHEET NOTES:

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

L

P

R O

JE

C

T S

E

N G

\2

P

R O

JE

C

T S

\2 2-

3-

IF

S

-N C

A -D

A Y

T

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

IT

LE

B

LO

C K

S \8

C

M

_G

-T T

LB

E

M P

T Y

.D W

G

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 003

S-101

FOUNDATION PLAN - SHELTER

BUILDING

JC/HHJW 178 186JULY 28, 2023

BID DOCUMENTS

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

AE DESIGN SERVICES

1/4" = 1'-0"S-101

1 FOUNDATION PLAN

A

B

1 2 3

S-501

S-501

W12X19

W X

W X

W12X19

W12X19

W12X19

CANT.

CANT.

S-501

W12X19

W X

W X

W12X19

W X

W X

W12X19

T

T

T

T

T

T

T

T

T

T

T2A

T2A

T2

T2

T1

T1

T

T

T

T A T3

T3

29' - 4" 9' - 10"

4' - 8" 20' - 0" 4' - 8" 6' - 9" 3' - 1"

NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE ARCH FOR ADDITIONAL INFORMATION AND

DIMENSIONS.

3. DECK BEARING ELEVATION RELATIVE TO FIRST

FLOOR REFERENCE ELEVATION = 0'-0" UNO.

4. INDICATES DIRECTIONAL SPAN OF 1 1/2" x 20

GA GALV. ROOF DECK, SEE

5. INDICATES MOMENT CONNECTION. SEE

6. TX INDICATES COLD-FORMED STEEL TRUSS SPACED

AT 3'-0" MAX. TRUSS BEARING EL = 9'-9". SEE 17/S-501

FOR TRUSS PROFILES.

/12 S-501

/9 S-501

# KEY NOTES:

Dwg of

SHEET NOTES:

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

L

P

R O

JE

C

T S

E

N G

\2

P

R O

JE

C

T S

\2 2-

3-

IF

S

-N C

A -D

A Y

T

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

IT

LE

B

LO

C K

S \8

C

M

_G

-T T

LB

E

M P

T Y

.D W

G

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CLIN 003

S-201

ROOF FRAMING PLAN - SHELTER

BUILDING

JC/HHJW 179 186JULY 28, 2023

BID DOCUMENTS

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

AE DESIGN SERVICES

1/4" = 1'-0"S-201

1 ROOF FRAMING PLAN

FOOTING SCHEDULE

MARK SIZE (WxLxT) REINF

F4.0 4#54'-0"x4'-0"x18"

REMARKS

T&B

T/SLAB EL

FIN GRADE

ISOLATION JOINT

T/FTG EL

COLUMN, SEE PLAN

SEE ARCH

CONCRETE FOOTING,

SEE PLAN

SEE FOR BASE

PLATE & ANCHOR

BOLT DTL/SCHED

G R

O U

T

T

IE

S P

A C

IN

G

T/PEDESTAL EL

LEAN CONCRETE FILL TO

BOTTOM OF ELEVATION

/5 S-501

NOTES:

1. ELEVATION PER GEOTECHNICAL REPORT APPROX. 9'-0" BELOW FFE.

FILL EL

SEE NOTE 1

F T

G

W A

L L

M

IN

F T

G T

H

IC

K N

E S

S 1' - 6" 1' - 6"

2' - 8" 2' - 8"

CL OF PIPE

PIPE NEAR TOP OF FOOTING

2' - 0" 2' - 0"

M

IN3

ADDL REINF TO

MATCH FTG REINF

FTG REINF

#6 @ 12" OC

T/FTG EL

F T

G

W A

L L

M

IN

F T

G T

H

IC

K N

E S

S 1' - 6" 1' - 6"

CL OF PIPE

PIPE AT BOTTOM OF FOOTING

2' - 0" 2' - 0"

M

IN3

ADDL REINF TO

MATCH FTG REINF

FTG REINF

T/FTG EL

F T

G

W A

L L

CL OF PIPE

PIPE UNDER FOOTING

FTG REINF

T/FTG EL

M

IN6

NOTE:

VERIFY PIPE PENETRATION LOCATION

WITH PLUMBING CONTRACTOR

#6 @ 12" OC

2' - 8" 2' - 8"

1/8" x 1/3 SLAB DEPTH

SAW CUT JOINT

SLAB REINFORCEMENT IN

TOP 1/3 OF SLAB

CONTRACTION JOINT

TOOLED JOINT

SLAB REINFORCEMENT IN

TOP 1/3 OF SLAB

CONSTRUCTION JOINT

NOTE: SAW CUT OR DISCONTINUE

REINFORCEMENT AT CONTRACTION JOINT

3" 2"

BUILDING CORNER OR

CONSTRUCTION JOINT

2#5 x 4'-0" LONG TOP

EDGE OF SLAB

BASE PLATE, TYP.

SEE NOTE 1

ISOLATION JOINT, TYP.

CONTRACTION JOINT

OR CONSTRUCTION

JOINT, TYP.

ISOLATION JOINT, TYP.

EDGE OF SLAB

EDGE OF

SLAB

COLUMN, SEE PLAN

TYP.

C

LR

3" C

LR

3"

C

LR

3"

NOTE

1. COORDINATE ISOLATION JOINT

SIZE WITH BASEPLATE

SCHEDULE, SEE 5/S5.0.

C L R

1' - 6"

T/SLAB EL

WWF

F R

O S

T D

E P

T H

M

IN

#4 @ 12" O.C.

3'-0"

4#5 CONT

1/2" EXP JT

SEE CIVIL

1' - 6"

T/SLAB EL

WWF

#4 @ 12" O.C.

3'-0"

4#5 CONT

CMU WALL

6"

#5 DOWELS @ 32" O.C. W/ STD

90 HOOK ALTERNATE HOOKS

T/SLAB EL

WWF

6"

2#5 CONT BOT 2

NON-BEARING WALLS

T/SLAB EL

CONT WWF BENEATH CONDUIT, MATCH

GRADE SUPPORTED SLAB REINF

6"

WWF

CONDUIT

3d

C L R

TYP

4"

C L R

NOTE:

d = OUTSIDE DIAMETER OF CONDUIT

FOOTING LINE

OF INFLUENCE

DROP TURNDOWN AS REQUIRED

TO KEEP EXCAVATION OUT OF

FOOTING LINE OF INFLUENCE

FIN GRADE

BACKFILL TRENCH PER

GEOTECHNICAL

REQUIREMENTS

1' - 6"

T/SLAB EL

WWF

#4 @ 12" O.C.

3'-0"

4#5 CONT

#5 CONT

NON-BEARING WALLS

CMU WALL

#5 DOWELS @ 32" O.C. W/ STD

90 HOOK ALTERNATE HOOKS

T/SLAB EL

WWF

2#5 CONT BOT 2

T/SLAB EL

ISOLATION JOINT

T/FTG EL

COLUMN, SEE PLAN

CONCRETE FOOTING,

SEE PLAN

SEE FOR BASE

PLATE & ANCHOR

BOLT DTL/SCHED

G R

O U

T

T

IE

S P

A C

IN

G

T/PEDESTAL EL

LEAN CONCRETE FILL TO

BOTTOM OF ELEVATION

/5 S-501

NOTES:

1. ELEVATION PER GEOTECHNICAL REPORT APPROX. 9'-0" BELOW FFE.

T/SLAB EL

FILL EL

SEE NOTE 1

Dwg of

ACG Project Number

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

MONTGOMERY COUNTY, OHIO

810CM3030Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number Integrity Federal Services

(304) 725-8456

F ile

P at h:

L

P

R O

JE

C

T S

E

N G

\2

P

R O

JE

C

T S

\2 2-

3-

IF

S

-N C

A -D

A Y

T

M E

T E

R Y

R E

N O

V -O

H \R

V T

\C O

N T

E N

T \T

IT

LE

B

LO

C K

S \8

C

M

_G

-T T

LB

E

M P

T Y

.D W

G

Apogee Consulting Group

(919) 858-7420

Foresite Group

(770) 368-1399

The LA Group

(518) 587-8100