936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_332-383.pdf

PDF 16 MB Posted May 19, 2021

Attached to: Y1PC--Western New York National Cemetery Phase 1B
Solicitation number: 36C10F21R0016
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for cemetery development services. The solicitation is for Phase 1B of the Western New York National Cemetery in Corfu, NY, to develop approximately 30 additional acres providing around 9,942 gravesites over the next 10 years. The purpose is to continue providing burial services for eligible veterans in the western New York area for at least a decade. Offerors should respond to Solicitation Number 36C10F21R0016 by the specified deadline. The selected contractor will work with the Department of Veterans Affairs Office of Construction and Facilities Management to complete the cemetery expansion.

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D.E

C.E

B.E

A.E

1.E 3.E2.E

SF301

SS503

SF301

SF304

SF301

1.B 2B

A.B

D.B

B.B

C.B

1.2B 1.5B

1.3B 1.4B1.B 2B

1.C 2.C 3.C 4.C

A.C

B.C

A.B

D.B

B.B

C.B

3.F

1.F

A.FB.FC.FD.FE.FF.FG.FH.F

2.F

SF301

SF504

SCALE:

3/16" =1'-0"

NORTHNORTH

NORTH

Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

2 3

AutoCAD SHX Text P15

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=-0'-5 5/8"

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T/O FOOTING(TYP.)

AutoCAD SHX Text

T/O SHELF (TYP.)

AutoCAD SHX Text

T/O WALL (TYP.)

AutoCAD SHX Text

T/O WALL (STORAGE)

AutoCAD SHX Text

ELEV.=+0'-0"

AutoCAD SHX Text

T/O WALL

AutoCAD SHX Text

ELEV.=-0'-8"

AutoCAD SHX Text

T/O WALL

AutoCAD SHX Text

ELEV.=-0'-5 5/8"

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=851.1

AutoCAD SHX Text

T/O PIER (TYP. OF 4)

AutoCAD SHX Text

ELEV.=855.1

AutoCAD SHX Text

T/O WALL

AutoCAD SHX Text

ELEV.=854.0

AutoCAD SHX Text F3

AutoCAD SHX Text P6

AutoCAD SHX Text F3

AutoCAD SHX Text P6

AutoCAD SHX Text F3

AutoCAD SHX Text P6

AutoCAD SHX Text F3

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T/O WALL (TYP.)

AutoCAD SHX Text

ELEV.=854.6

AutoCAD SHX Text

T/O WALL (TYP.)

AutoCAD SHX Text

ELEV.=854.6

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=851.1

AutoCAD SHX Text

T/O PIER (TYP. OF 2)

AutoCAD SHX Text

ELEV.=854.0

AutoCAD SHX Text

T/O WALL (TYP.)

AutoCAD SHX Text

ELEV.=856.35

AutoCAD SHX Text

T/O WALL

AutoCAD SHX Text

ELEV.=847.35

AutoCAD SHX Text

T/O WALL

AutoCAD SHX Text

ELEV.=847.35

AutoCAD SHX Text

T/O WALL

AutoCAD SHX Text

ELEV.=847.35

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=845.00

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=845.00

AutoCAD SHX Text P13

AutoCAD SHX Text

SIM

AutoCAD SHX Text P14

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T/O SHELF (TYP.)

AutoCAD SHX Text

ELEV.=853.4

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T/O SHELF (TYP.)

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T/O SHELF (TYP.)

AutoCAD SHX Text

ELEV.=853.6

AutoCAD SHX Text

SEE 4/SS503

AutoCAD SHX Text F3

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 11"

AutoCAD SHX Text F2

AutoCAD SHX Text L2

AutoCAD SHX Text L1

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T/O WALL (TYP.)

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ELEV.=856.35

AutoCAD SHX Text L1

AutoCAD SHX Text

(SEE NOTE 3)

AutoCAD SHX Text

(SEE NOTE 3, 4)

AutoCAD SHX Text

(SEE NOTE 3)

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(SEE NOTE 4)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 2)

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(SEE NOTE 3)

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(SEE NOTE 2)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

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SEE 4/SS503

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SEE 4/SS503

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T/O SHELF (TYP.)

AutoCAD SHX Text

T/O FOOTING (TYP)

AutoCAD SHX Text

ELEV.=

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(SEE NOTE 6)

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.= 0'-0"

AutoCAD SHX Text

(SEE NOTE 4)

AutoCAD SHX Text P13

AutoCAD SHX Text P14

AutoCAD SHX Text P13

AutoCAD SHX Text P14

AutoCAD SHX Text

SIM

AutoCAD SHX Text P14

AutoCAD SHX Text P13

AutoCAD SHX Text

ELEV.=

AutoCAD SHX Text

(SEE NOTE 6)

AutoCAD SHX Text

ELEV.=

AutoCAD SHX Text

(SEE NOTE 2,7)

AutoCAD SHX Text

ELEV.=

AutoCAD SHX Text

(SEE NOTE 2,7)

AutoCAD SHX Text P3

AutoCAD SHX Text F1

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=845.00

AutoCAD SHX Text

T/O WALL (TYP.)

AutoCAD SHX Text

ELEV.=854.22

AutoCAD SHX Text

T/O WALL (TYP.)

AutoCAD SHX Text

ELEV.=854.22

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=847.95

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=844.00

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=843.00

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=844.00

AutoCAD SHX Text L1

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=848.22

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=848.49

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=844.00

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=848.76

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=849.03

AutoCAD SHX Text

T/O PIER (TYP.)

AutoCAD SHX Text

ELEV.=849.30

AutoCAD SHX Text

T/O FOOTING (TYP.)

AutoCAD SHX Text

ELEV.=845.00

AutoCAD SHX Text

(SEE NOTE 3)

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(SEE NOTE 3)

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(SEE NOTE 3)

AutoCAD SHX Text

(SEE NOTE 3)

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(SEE NOTE 3,4)

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(SEE NOTE 4)

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(SEE NOTE 4)

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(SEE NOTE 4)

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(SEE NOTE 4)

AutoCAD SHX Text

(SEE NOTE 4)

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(SEE NOTE 4)

AutoCAD SHX Text

(SEE NOTE 3,4)

AutoCAD SHX Text

(SEE NOTE 4)

AutoCAD SHX Text

(SEE NOTE 3)

AutoCAD SHX Text

STEP FOOTING

AutoCAD SHX Text

(SEE SHEET SF501)

AutoCAD SHX Text

STEP FOOTING

AutoCAD SHX Text

(SEE SHEET SF501)

AutoCAD SHX Text

SB103

AutoCAD SHX Text

COMMITTAL SERVICE SHELTER FOUNDATION BUILDING NUMBER: 4802

AutoCAD SHX Text

HONOR GUARD BUILDING FOUNDATION BUILDING NUMBER: 3401

AutoCAD SHX Text

COMMITTAL SERVICE SHELTER NO. 2 FOUNDATION PLAN

AutoCAD SHX Text

COVERED MATERIAL STORAGE BIN FOUNDATION BUILDING NUMBER: 3G01

AutoCAD SHX Text

POLE BARN FOUNDATION (ALTERNATE) BUILDING NUMBER: 3002

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

ATIONAL

AutoCAD SHX Text

EMETERY

AutoCAD SHX Text

DMINISTRATION

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

GENESEE COUNTY, NEW YORK

AutoCAD SHX Text Project Title

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

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AutoCAD SHX Text

936CM2002

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text Dwg

AutoCAD SHX Text of

AutoCAD SHX Text

ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

TRAFFIC/GEOTECHNICAL

AutoCAD SHX Text

ARCHITECTURAL/MEP&T*

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

SURVEYING

AutoCAD SHX Text V

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text N

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AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

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AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

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AutoCAD SHX Text A

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AutoCAD SHX Text A http://WWW.AQUAENGINEERING.COM/ http://WWW.AQUAENGINEERING.COM/ http://WWW.AQUAENGINEERING.COM/ http://WWW.AQUAENGINEERING.COM/ http://WWW.AQUAENGINEERING.COM/ http://WWW.AQUAENGINEERING.COM/ AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text S

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AutoCAD SHX Text N

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AutoCAD SHX Text N

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

AutoCAD SHX Text

SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text F1

AutoCAD SHX Text F2

AutoCAD SHX Text 3'-6"x3'-6"x12"

AutoCAD SHX Text 4'X4'X12"

AutoCAD SHX Text

FOOTING SCHEDULE

AutoCAD SHX Text F3

AutoCAD SHX Text 5'X5'X12"

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

X DIR.

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

Y DIR.

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

(3) #5 EQ.

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

(3) #5 EQ.

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

(4) #5 EQ.

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

(4) #5 EQ.

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

(5) #5 EQ.

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text

(5) #5 EQ.

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text L1

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36"XCONTINUOUSX12"

AutoCAD SHX Text #5@12"O.C.

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

(3) #5

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CONTINUOUS

AutoCAD SHX Text

PIERS (SEE SF503)

AutoCAD SHX Text 18"X18"

AutoCAD SHX Text P3

AutoCAD SHX Text P13

AutoCAD SHX Text 14"X14"

AutoCAD SHX Text 26"X26"

AutoCAD SHX Text P6

AutoCAD SHX Text NOTES: 1.) COLUMN GRIDS ARE TO THE CENTER OF STEEL COLUMNS UNLESS NOTED OTHERWISE. 2.) SHELF WIDTH SHALL BE 5", UNLESS NOTED OTHERWISE. 3.) LINEAR FOUNDATION WALL WIDTHS SHALL BE 1'-8" FOR COMMITTAL SHELTER EXCEPT ATTACHED STORAGE ROOM WALLS WHICH ARE 1'-0" WIDE, HONOR GUARD WALLS ARE 1'-4" WIDE, POLE BARN AND COVERED MATERIAL STORAGE BIN WALLS ARE 1'-0" WIDE (EXCEPT POLE BARN FOUNDATION WALL ALONG COLUMN GRID 1.F SHALL BE 1'-3" WIDE). LINEAR FOOTING SHALL BE 3'-0" WIDE BY 12" THICK WITH FOUNDATION WALL CENTERED OVER FOOTING, UNLESS NOTED OTHERWISE. 4.) ISOLATED FOOTINGS SHALL BE CENTERED UNDER PIERS AND BUILT UP CORNERS, UNLESS NOTED OTHERWISE. 5.) REFER TO ARCHITECTURAL DRAWINGS FOR FOUNDATION/SLAB INSULATION REQUIREMENTS. 6.)ELEVATION OF T.O. FOOTING AROUND COMMITTAL SHELTER SHALL BE A MINIMUM OF 3'-0" BELOW SITE GRADE (SEE SITE PLANS). 7.)ELEVATION OF SHELF AROUND COMMITTAL SHELTER SHALL BE LEVEL AND A MINIMUM OF 0'-8" BELOW SITE GRADE (SEE SITE PLANS).

AutoCAD SHX Text L2

AutoCAD SHX Text

24"XCONTINUOUSX12"

AutoCAD SHX Text #5@12"O.C.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

(2) #5

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CONTINUOUS

AutoCAD SHX Text NOTE: ALL ELEVATIONS IN THIS PLAN ARE LOCAL ELEVATIONS FROM F.F.E. OF SLAB IN STORAGE ROOM AT ELEVATION 0'-0".

AutoCAD SHX Text P14

AutoCAD SHX Text 14"X14"

AutoCAD SHX Text P15

AutoCAD SHX Text 14"X14"

AutoCAD SHX Text

NOTES: 1.) REFER TO SITE PLANS FOR WIND SCREEN WALL LOCATIONS

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text

AutoCAD SHX Text 02/08/21

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BID DOCUMENTS

AutoCAD SHX Text

AutoCAD SHX Text (ADD ALTERNATE No. 1)

AutoCAD SHX Text N.I.C.

D.E

C.E

B.E

A.E

1.E 3.E

BULK STORAGE

2.E

SF301

SF304

SF301

1.B 2B1.2B 1.5B

1.3B 1.4B1.B 2B

1.C 2.C 3.C 4.C

A.C

B.C

A.B

D.B

B.B

C.B

SF504

3.F

1.F

A.FB.FC.FD.FE.FF.FG.FH.F

2.F

SF301

SF504

SCALE:

3/16" =1'-0"

NORTHNORTHNORTH

NORTH

Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

1 2 3

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4" SLAB

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5" SLAB

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EFF = 854.6

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6" SLAB

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6" SLAB

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6" SLAB

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HAUNCHED AREA.

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(EXTEND 1'-0" BEYOND

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EFF = 848.35

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MASONRY WALLS)

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SLAB CORNER

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REINFORCEMENT (TYP.)

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FILL SEPARATELY WITH

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NON-SHRINK GROUT

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FLUSH WITH TOP OF WALL

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FILL SEPARATELY WITH

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NON-SHRINK GROUT

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FLUSH WITH TOP OF WALL

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SLAB CORNER

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REINFORCEMENT (TYP.)

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EFF (SHELTER 2)=855.27

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6" SLAB

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(REFER TO SITE PLAN)

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SLAB CORNER

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REINFORCEMENT

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(TYP.)

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EFF=VARIES

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T.O. PIER (6 LOCATIONS)

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ELEV.=6" ABOVE E.F.F.

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SB107

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COMMITTAL SERVICE SHELTER SLAB PLAN BUILDING NUMBER: 4802

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HONOR GUARD BUILDING SLAB PLAN BUILDING NUMBER: 3401

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COMMITTAL SERVICE SHELTER NO. 2 SLAB PLAN

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COVERED MATERIAL STORAGE BIN SLAB PLAN BUILDING NUMBER: 3G01

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POLE BARN SLAB PLAN (ALTERNATE) BUILDING NUMBER: 3002

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ATIONAL

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EMETERY

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DMINISTRATION

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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ARCHITECT/ENGINEER:

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

AutoCAD SHX Text

SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

AutoCAD SHX Text

EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text NOTE: 1. SLAB OVERPOUR AREAS FOR 1ST FLOOR DOORWAYS SHALL BE COORDINATED WITH ARCHITECTURAL SLAB OVERPOUR AREAS FOR 1ST FLOOR DOORWAYS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR LENGTHS AND LOCATIONS. 2. ALL INTERIOR CONCRETE SLABS ON GRADE SHALL BE MINIMUM 4" OR 5" THICK, 4,000 PSI CONCRETE. ALL INTERIOR CONCRETE SLABS ON GRADE SHALL BE MINIMUM 4" OR 5" THICK, 4,000 PSI CONCRETE. 4" SLABS SHALL HAVE 6 X 6 X W4.0 X W4.0 WWF SHEETS. 5" SLABS SHALL HAVE 4 X 4 X W4.0 X W4.0 WWF SHEETS. 3. ALL EXTERIOR CONCRETE SLABS ON GRADE SHALL BE MINIMUM 6" THICK 4000 PSI CONCRETE WITH #4 ALL EXTERIOR CONCRETE SLABS ON GRADE SHALL BE MINIMUM 6" THICK 4000 PSI CONCRETE WITH #4 BAR @ 12" O.C.E.W. 4. SLOPE SLAB SURFACE TO FLOOR DRAINS AS SHOWN AND WITHIN LIMITS OF DESIGNATED ROOMS PER SLOPE SLAB SURFACE TO FLOOR DRAINS AS SHOWN AND WITHIN LIMITS OF DESIGNATED ROOMS PER ARCHITECTURAL/PLUMBING PLANS. TOP OF DRAIN ELEVATIONS IN HONOR GUARD SHALL BE SET AT ELEVATION 854.56 5. SJ INDICATES SLAB JOINT, WHICH CAN BE EITHER CONSTRUCTION OR SAWN JOINTS PER CONTRACTORS SJ INDICATES SLAB JOINT, WHICH CAN BE EITHER CONSTRUCTION OR SAWN JOINTS PER CONTRACTORS OPERATIONS, SEE DRAWING DETAILS ON DRAWING SF502 FOR BOTH JOINT TYPES, JOINTS SHALL BE LOCATED BENEATH WALLS WHEREVER POSSIBLE. 6. PROVIDE 6" HIGH CAST-IN-PLACE CONCRETE HOUSEKEEPING PADS AT LOCATIONS OF ALL FLOOR PROVIDE 6" HIGH CAST-IN-PLACE CONCRETE HOUSEKEEPING PADS AT LOCATIONS OF ALL FLOOR MOUNTED FIRE PROTECTION, PLUMBING, HVAC AND ELECTRICAL EQUIPMENT. PADS SHALL BE SIZED TO BE 6" LARGER IN LENGTH AND WIDTH THAN EQUIPMENT. COORDINATE PAD AND EQUIPMENT SIZES AND LOCATION WITH APPROVED COORDINATION DRAWINGS PROVIDED IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

AutoCAD SHX Text

WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text

AutoCAD SHX Text 02/08/21

AutoCAD SHX Text

AutoCAD SHX Text (ADD ALTERNATE No. 1)

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text

BID DOCUMENTS

AutoCAD SHX Text N.I.C.

D.E

C.E

B.E

A.E

1.E 3.E

BULK STORAGE

2.E

SF301

SF304

SF301

1.B 2B1.2B 1.5B

1.3B 1.4B1.B 2B

1.C 2.C 3.C 4.C

A.C

B.C

A.B

D.B

B.B

C.B

3.F

1.F

A.FB.FC.FD.FE.FF.FG.FH.F

2.F

SF301

SCALE: 3/16" =1'-0"

NORTHNORTH

NORTH

Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

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TS 5X5X3/8"

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COLUMNS (TYP.)

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(6 LOCATIONS)

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MOMENT FRAME

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METAL STUD FRAMING (TYP.)

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6" STRUCTURAL LIGHT GAUGE

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METAL STUD FRAMING (TYP.)

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6" STRUCTURAL LIGHT GAUGE

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METAL STUD FRAMING (TYP.)

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6" STRUCTURAL LIGHT GAUGE

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STRUCTURAL LIGHT GAUGE

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METAL STUD HEADER

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STRUCTURAL LIGHT GAUGE

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METAL STUD HEADER (TYP.)

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BUILT UP LIGHT GAUGE

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METAL POST (TYP.)

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BUILT UP LIGHT GAUGE

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METAL POST (TYP.)

AutoCAD SHX Text W8X35

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SHEAR WALL (TYP.)

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LIGHT GAUGE METAL

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TS 5X5X1/2"

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COLUMNS (TYP.)

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(10 LOCATIONS)

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TS 5X5X3/8"

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COLUMNS (TYP.)

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(12 LOCATIONS)

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BUILT UP LIGHT GAUGE

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METAL POST (TYP.)

AutoCAD SHX Text (-7.87'%%P)

AutoCAD SHX Text (+0.79')

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METAL STUD FRAMING (TYP.)

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6" STRUCTURAL LIGHT GAUGE

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(SEE NOTE 8 FOR 3 EXTERIOR

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(SEE NOTE 7)

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(SEE NOTE 7)

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(SEE NOTE 8)

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(SEE NOTE 8)

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(SEE NOTE 7)

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HINGE

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CONNECTION

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HINGE

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CONNECTION

AutoCAD SHX Text (-7.87'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-7.87'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-7.87'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-8.67'%%P)

AutoCAD SHX Text (4.6 k/ft)

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WALLS AROUND STORAGE ROOM ONLY)

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METAL STUD FRAMING (TYP.)

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4" STRUCTURAL LIGHT GAUGE

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AutoCAD SHX Text W10x30

AutoCAD SHX Text W8x18

AutoCAD SHX Text W10x39

AutoCAD SHX Text W8x18

AutoCAD SHX Text W10x30

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TS 5X5X1/2"

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COLUMNS (TYP.)

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(18 LOCATIONS)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (+0.79')

AutoCAD SHX Text (-6.12'%%P)

AutoCAD SHX Text (-6.92'%%P)

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LINE OF ROOF

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ABOVE

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COMMITTAL SERVICE SHELTER NO. 2 FRAMING PLAN

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SF106

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COMMITTAL SERVICE SHELTER FRAMING PLAN BUILDING NUMBER: 4802

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HONOR GUARD FRAMING PLAN BUILDING NUMBER: 3401

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COVERED MATERIAL STORAGE BIN FRAMING PLAN BUILDING NUMBER: 3G01

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POLE BARN FRAMING PLAN (ALTERNATE) BUILDING NUMBER: 3002

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ATIONAL

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EMETERY

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DMINISTRATION

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AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text I

AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

AutoCAD SHX Text

SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

AutoCAD SHX Text

EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text NOTES: 1. FOR DIMENSIONS AND ELEVATIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. FOR DIMENSIONS AND ELEVATIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. COORDINATE PRIOR TO SHOP DRAWING SUBMITTALS. 2. (COMMITTAL SHELTER) THE TOP OF STEEL ELEVATION IS 11.25 FEET ABOVE THE (COMMITTAL SHELTER) THE TOP OF STEEL ELEVATION IS 11.25 FEET ABOVE THE FINISHED FLOOR ELEVATION IN STORAGE ROOM (VARIES BY LOCATION), UNLESS NOTED OTHERWISE (±0.00'). 3. (HONOR GUARD) THE TOP OF STEEL ELEVATION IS 864.43 UNLESS NOTED (HONOR GUARD) THE TOP OF STEEL ELEVATION IS 864.43 UNLESS NOTED OTHERWISE (±0.00'). 4. (MATERIAL STORAGE BIN) THE TOP OF STEEL ELEVATION IS 866.85 UNLESS (MATERIAL STORAGE BIN) THE TOP OF STEEL ELEVATION IS 866.85 UNLESS NOTED OTHERWISE (±0.00'). 5. (POLE BARN) THE TOP OF STEEL ELEVATION IS 866.22 FEET, UNLESS NOTED (POLE BARN) THE TOP OF STEEL ELEVATION IS 866.22 FEET, UNLESS NOTED OTHERWISE (±0.00'). 6. INDICATES FIELD WELDED MOMENT CONNECTION BETWEEN MEMBERS. INDICATES FIELD WELDED MOMENT CONNECTION BETWEEN MEMBERS. 7. SIZE OF BUILT UP LIGHT GAUGE METAL POSTS TO BE DESIGNED AND PROVIDED SIZE OF BUILT UP LIGHT GAUGE METAL POSTS TO BE DESIGNED AND PROVIDED BY LIGHT GAUGE METAL MANUFACTURER. EXACT NUMBER AND LOCATION OF POSTS SHALL BE COORDINATED WITH ROOF TRUSS MANUFACTURER & SHOP DRAWINGS. 8. EXTERIOR STRUCTURAL STUD WALLS SHALL INCLUDE 5"x3"x1/4" (LLH) ANGLE EXTERIOR STRUCTURAL STUD WALLS SHALL INCLUDE 5"x3"x1/4" (LLH) ANGLE STEEL FASTENED TO TOP TRACK OF WALL. 9. FOR LIGHT GAUGE METAL SHEAR WALLS SEE SCHEDULE ON SHEET SF502. FOR LIGHT GAUGE METAL SHEAR WALLS SEE SCHEDULE ON SHEET SF502. 10. COLUMN BASE PLATES/ANCHORS FOR WALL MOUNTED COLUMNS SHALL USE COLUMN BASE PLATES/ANCHORS FOR WALL MOUNTED COLUMNS SHALL USE TYPE D (SEE SHEET SF503)

AutoCAD SHX Text A.F/1.F

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NORTH

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EAST

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POLE BARN MOMENT SCHEDULE (MIN.)

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GRID

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SOUTH

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WEST

AutoCAD SHX Text A.F/3.F

AutoCAD SHX Text

9.65 k/ft

AutoCAD SHX Text B.F/1.F

AutoCAD SHX Text B.F/3.F

AutoCAD SHX Text C.F/1.F

AutoCAD SHX Text C.F/3.F

AutoCAD SHX Text D.F/1.F

AutoCAD SHX Text D.F/3.F

AutoCAD SHX Text E.F/1.F

AutoCAD SHX Text E.F/3.F

AutoCAD SHX Text F.F/1.F

AutoCAD SHX Text F.F/3.F

AutoCAD SHX Text G.F/1.F

AutoCAD SHX Text G.F/3.F

AutoCAD SHX Text H.F/1.F

AutoCAD SHX Text H.F/3.F

AutoCAD SHX Text

9.65 k/ft

AutoCAD SHX Text

7.22 k/ft

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5.1 k/ft

AutoCAD SHX Text

10.4 k/ft

AutoCAD SHX Text

7.22 k/ft

AutoCAD SHX Text

5.1 k/ft

AutoCAD SHX Text

10.4 k/ft

AutoCAD SHX Text A.E/1.E

AutoCAD SHX Text

MATERIAL STORAGE BIN MOMENT SCHEDULE (MIN.)

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GRID

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2.8 k/ft

AutoCAD SHX Text A.E/3.E

AutoCAD SHX Text

2.8 k/ft

AutoCAD SHX Text B.E/1.E

AutoCAD SHX Text

10.85 k/ft

AutoCAD SHX Text B.E/3.E

AutoCAD SHX Text

16.5 k/ft

AutoCAD SHX Text C.E/1.E

AutoCAD SHX Text C.E/3.E

AutoCAD SHX Text D.E/1.E

AutoCAD SHX Text D.E/3.E

AutoCAD SHX Text

10.85 k/ft

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16.5 k/ft

AutoCAD SHX Text

2.8 k/ft

AutoCAD SHX Text

2.8 k/ft

AutoCAD SHX Text

9.65 k/ft

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9.65 k/ft

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10.4 k/ft

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10.4 k/ft

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7.22 k/ft

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5.1 k/ft

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7.22 k/ft

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5.1 k/ft

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NORTH

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EAST

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SOUTH

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WEST

AutoCAD SHX Text 1 0-5' VERTICALLY 1X600S162-118mil 50ksi 24" 24" 24" 1x600T125-54mil 50ksi 2 5'-7' VERTICALLY 1X800S200-118mil 50ksi 24" 24" 24" 1x800T125-97mil 50ksi

AutoCAD SHX Text No.

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SPAN

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HEADER

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SHAPE

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FASTENER

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SPACING

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HEADER TABLE *

AutoCAD SHX Text 3 7'-10' VERTICALLY 2X1000S350-97mil 50ksi 24"

AutoCAD SHX Text 1x1000T125-43mil 50ksi

AutoCAD SHX Text

AutoCAD SHX Text 10'-12'

AutoCAD SHX Text VERTICALLY 2X1400S250-97mil 50ksi 24"

AutoCAD SHX Text 1x1400T125-54mil 50ksi

AutoCAD SHX Text 5 12' VERTICALLY 2X1600PJ250-118mil 50ksi 8"

AutoCAD SHX Text 2x1600T200-118mil 50ksi

AutoCAD SHX Text

AutoCAD SHX Text 2x1600T200-118mil 50ksi

AutoCAD SHX Text 15'-6" VERTICALLY 2X1600S300-118mil 50ksi

AutoCAD SHX Text 24"

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* MINIMUM HEADER SIZES SHOWN - LIGHT GAUGE MANUFACTURER TO VERIFY REQUIRED DESIGN SIZE PER SUBMITTAL REQUIREMENTS.

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NOTE:SEE ARCHITECTURAL PLANS FOR ALL INTERIOR PARTITION STUD WALLS.

AutoCAD SHX Text A.B/1.2B

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COMMITTAL SERVICE SHELTER MOMENT SCHEDULE (MIN)

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GRID

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9.3 k/ft

AutoCAD SHX Text A.B/1.5B

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9.3 k/ft

AutoCAD SHX Text B.B/1.B

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10.15 k/ft

AutoCAD SHX Text B.B/2.B

AutoCAD SHX Text

10.15 k/ft

AutoCAD SHX Text C.B/1.B

AutoCAD SHX Text C.B/2.B

AutoCAD SHX Text D.B/1.3B

AutoCAD SHX Text D.B/1.4B

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10.15 k/ft

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10.15 k/ft

AutoCAD SHX Text

9.3 k/ft

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9.3 k/ft

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NORTH

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EAST

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SOUTH

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WEST

AutoCAD SHX Text 600S162-33mil, 50 ksi

AutoCAD SHX Text No.

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STUD SIZE

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WALL STUD *

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AutoCAD SHX Text 600S137-33mil, 50 ksi

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AutoCAD SHX Text 600S250-54mil, 50 ksi

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SHAPE

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STUD SPACING

AutoCAD SHX Text 16" O.C.

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text 600T125-33mil, 50 ksi

AutoCAD SHX Text 600T125-54mil, 50 ksi

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STUD

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TOP & BOTTOM

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TRACK SIZE

AutoCAD SHX Text 600S200-33mil, 50 ksi

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AutoCAD SHX Text 16" O.C.

AutoCAD SHX Text 600T125-33mil, 50 ksi

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* MINIMUM WALL SIZES SHOWN - LIGHT GAUGE MANUFACTURER TO VERIFY REQUIRED DESIGN SIZE PER SUBMITTAL REQUIREMENTS.

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CONNECTION TO

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3/8" HILTI KWIK BOLT

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MIN. 2" EMBEDMENT

AutoCAD SHX Text @ 24"O.C.

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FOUNDATION

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3/8" HILTI KWIK BOLT

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MIN. 2" EMBEDMENT

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3/8" HILTI KWIK BOLT

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MIN. 2" EMBEDMENT

AutoCAD SHX Text @ 24"O.C.

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SEE NOTE 2 BELOW

AutoCAD SHX Text 600S350-118mil, 50 ksi

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AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text 600T125-97mil, 50 ksi

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3/8" HILTI KWIK BOLT

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MIN. 2" EMBEDMENT

AutoCAD SHX Text @ 24"O.C.

AutoCAD SHX Text 400S133-33mil, 50 ksi

AutoCAD SHX Text

AutoCAD SHX Text 16" O.C.

AutoCAD SHX Text 400T125-33mil, 50 ksi

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3/8" HILTI KWIK BOLT

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MIN. 2" EMBEDMENT

AutoCAD SHX Text @ 48"O.C.

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text

AutoCAD SHX Text 02/08/21

AutoCAD SHX Text

AutoCAD SHX Text (ADD ALTERNATE No. 1)

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text

BID DOCUMENTS

AutoCAD SHX Text N.I.C.

SF301

1.B 2B1.3B 1.4B

1.2B 1.5B1.B 2B

A.B

D.B

B.B

C.B

1.C 2.C 3.C 4.C

A.C

B.C

SF301

SF304

SF107

5SF107

A.FB.FC.FD.FE.FF.FG.FH.F

3.F

1.F

2.F

SF301

SCALE:

3/16" =1'-0"

NORTHNORTHNORTH

NORTH

Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

1 2 3

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PRE-ENGINEERED LIGHT GAUGE

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METAL ROOF TRUSS 3' O.C. (TYP.)

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GIRDER TRUSS

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HIP GIRDER TRUSS

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HIP GIRDER TRUSS

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GIRDER TRUSS

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C6X13 STEEL END

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CHANNEL (TYP.)

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(12) C6X13 STEEL CHANNEL

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PURLINS EQUALLY SPACED (TYP.)

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T6 SIM.

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T6 SIM.

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NOTE: ALL "W" ROOF STEEL MEMBERS ARE RAFTERS (NO TRUSSES)

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LIGHT GAUGE METAL PIGGY

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BACK TRUSSES/RAFTERS

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LIGHT GAUGE METAL

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PIGGY BACK TRUSSES/RAFTER

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LIGHT GAUGE METAL

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HIP TRUSSES/RAFTERS

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1/4" BENT PLATE

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SEE DETAILS (TYP.)

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TYP. DECK CONNECTION TO HIP

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BEAM DETAIL. SEE 22/SF501

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ROOF OVERHANG (TYP.)

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SEE NOTE 1

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PERIMETER

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PLATE (TYP.)

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STRUCTURAL BENT

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PERIMETER

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PLATE (TYP.)

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STRUCTURAL BENT

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PERIMETER

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PLATE (TYP.)

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STRUCTURAL BENT

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PERIMETER

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ROOF OVERHANG (TYP.)

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SEE NOTE 1

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OUTSIDE FACE OF METAL

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WALL STUD (TYP.)

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ROOF OVERHANG (TYP.)

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SEE NOTE 1

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OUTSIDE FACE OF METAL

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WALL STUD (TYP.)

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PLATE (TYP.)

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STRUCTURAL BENT

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PERIMETER

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PERIMETER

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ROOF OVERHANG

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(TYP.) SEE NOTE 1

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HIP

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HIP

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(12) C6X13 STEEL CHANNEL

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ROOF OVERHANG (TYP.)

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SEE NOTE 1

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PURLINS EQUALLY SPACED (TYP.)

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C6X13 STEEL END

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CHANNEL (TYP.)

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PERIMETER

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C6X13 STEEL END

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CHANNEL (TYP.)

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PERIMETER

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TYP.

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TOP VIEW

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SIDE VIEW

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SCALE:

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CROSS REFERENCE:

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TYP. HIP ROOF BEAM

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CONNECTION DETAILS

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SF107

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1/SF107

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SF107

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COMMITTAL SERVICE SHELTER NO. 2 FRAMING PLAN

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ATIONAL

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EMETERY

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DMINISTRATION

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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ARCHITECT/ENGINEER:

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text NOTES: 1. OVERHANG DIMENSIONS SHOWN ON THIS SHEET ARE TO STRUCTURAL ELEMENTS OVERHANG DIMENSIONS SHOWN ON THIS SHEET ARE TO STRUCTURAL ELEMENTS COORDINATE FINISHED OVERHANG REQUIREMENTS, ROOF PITCH AND RIDGE ELEVATIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE PRIOR TO SHOP DRAWING SUBMITTALS. 2. INDICATES THE DIRECTION OF SPAN OF THE STRUCTURAL ROOF DECKING INDICATES THE DIRECTION OF SPAN OF THE STRUCTURAL ROOF DECKING (PERPENDICULAR TO ROOF TRUSSES). 3. STRUCTURAL ROOF METAL DECKING SHALL BE 22 GAUGE GALVANIZED 1 1/2" TYPE B STRUCTURAL ROOF METAL DECKING SHALL BE 22 GAUGE GALVANIZED 1 1/2" TYPE B DECK, MINIMUM 2 SPAN CONDITION. 4. TRUSS MANUFACTURER TO PROVIDE ADDITIONAL TRUSS(ES) OVER AND TIED TO INTERIOR TRUSS MANUFACTURER TO PROVIDE ADDITIONAL TRUSS(ES) OVER AND TIED TO INTERIOR SHEAR WALLS IN ADDITION TO ALL REQUIRED TEMPORARY AND PERMANENT LATERAL BRACING, END BLOCKING, ETC. TO ENSURE TRANSFER OF LATERAL FORCES ON ROOF SYSTEM INTO PROVIDED SHEAR WALLS. 5. SEE SHEET SF106 FOR SPECIAL VERTICAL POST SUPPORT REQUIREMENTS FOR TRUSS/HIP SEE SHEET SF106 FOR SPECIAL VERTICAL POST SUPPORT REQUIREMENTS FOR TRUSS/HIP GIRDERS.

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COMMITTAL SERVICE SHELTER FRAMING PLAN BUILDING NUMBER: 4802

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HONOR GUARD FRAMING PLAN BUILDING NUMBER: 3401

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COVERED MATERIAL STORAGE BIN FRAMING PLAN BUILDING NUMBER: 3G01

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POLE BARN FRAMING PLAN (ALTERNATE) BUILDING NUMBER: 3002

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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AutoCAD SHX Text 02/08/21

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BID DOCUMENTS

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AutoCAD SHX Text (ADD ALTERNATE No. 1)

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T/O SLAB

SHELTER

1.5B

SF504

SIM.

T/O SLAB

1B DB

T.O.S.

11' - 3"

T.O.S.

11' - 3"

T.O.S.

11' - 3"

1.E 3.E

CONCRETE WALL BEYOND

T.O.S.

ELEV.=866.85

SF502

SF301

3.F1.F

T.O.S.

ELEV.=866.22

T.O.S.

ELEV.=859.3±

CONCRETE WALL BEYOND SF301

SF504

2.F

2.E

SF502

SIM.

SF502

SF504

T.O.W.

ELEV.=854.22

T.O.S.

ELEV.=858.18±

T.O.W.

ELEV.=856.35

2.F

1 COMMITTAL SERVICE SHELTER WALL 2 COMMITTAL SERVICE SHELTER WALL

Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

3 MATERIAL STORAGE BIN SHED SECTION

4 POLE BARN SECTION

5 BOLLARD SECTION

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EXTERIOR

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(EFF VARIES ACROSS SITE AND PER BUILDING)

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EXTERIOR

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STORAGE

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(EFF VARIES ACROSS SITE AND PER BUILDING)

AutoCAD SHX Text 600S137-33mil 50ksi LIGHT GAUGE METAL STUDS 12"O.C.

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#5 DOWELS WITH 18" RETURN @16"O.C.E.F.

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3-#5 BAR CONTINUOUS

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#4 BAR @12"O.C.E.F.

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3" MIN.

AutoCAD SHX Text 600S250-54mil 50ksi LIGHT GAUGE METAL STUDS 12"O.C.

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VAPOR BARRIER (SEE SPECIFICATIONS)

AutoCAD SHX Text 400S133-33mil 50ksi LIGHT GAUGE METAL STUDS 16"O.C.

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NOTE: SEE SITE/CIVIL DRAWINGS FOR BELOW GRADE INFORMATION.

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EXTERIOR SLAB (SEE SITE DRAWINGS)

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REINFORCED CONCRETE SLAB

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EXTERIOR SLAB (SEE SITE DRAWINGS)

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EXTERIOR SLAB (SEE SITE DRAWINGS)

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COMPACTED GRANULAR FILL

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COMPACTED GRANULAR FILL

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COMPACTED SELECT GRANULAR FILL

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RIGID INSULATION (SEE ARCHITECTURAL PLANS)

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12" OF STONE SUBBASE

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W BEAM (SEE PLAN)

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TYP

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TYP

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1/4" CONT. BENT PLATE WELDED TO RAFTER AND CLIPS

AutoCAD SHX Text 3"x3"x1/4" CLIP AT EACH RAFTER

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1/4" CONTINUOUS BENT PLATE WELDED TO RAFTER/TRUSS

AutoCAD SHX Text L5x3x1/4 (LLH) SEE DETAIL 21/SF501

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1 1/2" TYPE B GALVANIZED STRUCTURAL METAL DECKING

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1 1/2" TYPE B GALVANIZED STRUCTURAL METAL DECKING

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W RAFTER FRAMING (SEE PLAN)

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LIGHT GAUGE METAL RAFTER/TRUSS (SEE FRAMING PLAN)

AutoCAD SHX Text 9"x4"X3/8" PLATE

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W BEAM (SEE PLAN)

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TYP

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1/4" CONTINUOUS BENT PLATE WELDED TO RAFTER & CLIPS

AutoCAD SHX Text 3"x3"x1/4" CLIP AT EACH RAFTER

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1 1/2" TYPE B GALVANIZED STRUCTURAL METAL DECKING

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W RAFTER FRAMING (SEE PLAN)

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EXTERIOR METAL STUD WALL

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LIGHT GAUGE METAL CEILING JOISTS/TRUSS CHORD (SEE FRAMING PLAN)

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SOFFIT SEE ARCH. PLANS

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DETAIL

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HSS 4X6X3/8" (LLH)

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COMPACTED SELECT GRANULAR FILL

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#6 DOWELS @ 12" O.C. (ALTERNATE DIRECTION OF LEG)

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(3) #5 BAR CONTINOUS

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(SEE PLANS)

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#5 DOWELS @ 12" O.C. (ALTERNATE DIRECTION OF LEG)

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(3) #5 BAR CONTINOUS

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3" CLEAR (TYP)

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ELEV=

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T.O. FOOTING (TYP.)

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-3'-0" MIN.

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ELEV=

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T.O. SLAB

AutoCAD SHX Text 848.35

AutoCAD SHX Text W10X30

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6" THICK CONCRETE SLAB ON GRADE WITH #4 BAR 12" O.C.E.W.

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SUPPORT BARS W/ CHAIRS AND SAND PLATES OR CONCRETE BRICK

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#4 DOWELS 24"O.C. 16X24 MIN. 8"EMBEDMENT

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#6 BAR VERTICAL 16"O.C.E.F. #4 BAR HORIZONTAL 12"O.C.E.F.

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(3) #5 BAR CONTINOUS

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#5 VERT. DOWELS

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(3) #5 BAR

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ELEV=

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T.O. FOOTING (TYP.)

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-3'-0" MIN

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6" THICK CONCRETE SLAB ON GRADE WITH #4 BAR 12" O.C. E.W. (SEE PLANS)

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SUPPORT BARS W/ CHAIRS AND SAND PLATES OR CONCRETE BRICK

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#6 DOWELS @ 12" O.C. (ALTERNATE DIRECTION OF LEG)

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#6 BAR VERTICAL 16"O.C.E.F. #4 BAR HORIZONTAL 12"O.C.E.F.

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3" CLEAR (TYP)

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ELEV=

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T.O. SLAB

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VARIES

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#4 HOOPS

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15" WALL THICKNESS

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12" WALL THICKNESS

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(TYP.)

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12" OF STONE SUBBASE (TYP.)

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BELOW GRADE

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COMPACTED GRANULAR FILL

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COMPACTED SELECT GRANULAR FILL

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COMPACTED GRANULAR FILL

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NOTE: SEE SITE/CIVIL DRAWINGS FOR BELOW GRADE INFORMATION.

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SUPPORT BARS W/ CHAIRS AND SAND PLATES OR CONCRETE BRICK

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(TYP.)

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12" OF STONE SUBBASE (TYP.)

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COMPACTED GRANULAR FILL

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COMPACTED SELECT GRANULAR FILL

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COMPACTED GRANULAR FILL

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NOTE: SEE SITE/CIVIL DRAWINGS FOR BELOW GRADE INFORMATION.

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BELOW GRADE

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SITE CONCRETE. SEE SITE PLANS

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COMPACTED GRANULAR FILL

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4000 PSI CONCRETE

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ROUNDED TOP HOLLOW METAL PIPE 6" X8'-0" HIGHFILLED WITH CONCRETE

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CONCRETE FOOTING SEE FOUNDATION PLAN

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CONCRETE COLUMN ENCASEMENT

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CONCRETE PIER/WALL SEE FOUNDATION PLAN

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12" OF STONE SUBBASE

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COMPACTED SELECT GRANULAR FILL

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STRUCTURAL SECTIONS

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SF301

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SCALE: 3/8" = 1'-0" CROSS REFERENCE: 4/SB103, 4/SB107, 4/SF106, 4/SF107

AutoCAD SHX Text 3/4" = 1'-0"

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