Corrected Drawings pages 17-48 08262020.pdf

PDF 9 MB Posted Aug 28, 2020

Attached to: Z2DA--Construct Building 7, P/N 657-345 Federal contract opportunity
Solicitation number: 36C25520R0102-0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 28, 2023

This is an amendment to a solicitation for the construction of Building 7 at the Veterans Affairs Medical Center in Marion, Illinois. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15 is the agency issuing the solicitation. Key details include construction of a modular building according to drawings numbered 657-345. The response date is not provided. The scope of work involves seismic upgrade and remodeling, including site work, foundations, concrete, masonry, metals, wood and plastics, thermal and moisture protection, doors and windows, finishes, specialties, equipment, furnishings, special construction, conveyance, mechanical, and electrical construction.

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Other files for this federal contract opportunity

Other files attached to Z2DA--Construct Building 7, P/N 657-345, newest first.
File	Type	Posted
Corrected Drawings pages 1-16 08262020.pdf	PDF	Aug 28, 2020
Corrected Specification sections 1-4 08262020.pdf	PDF	Aug 28, 2020
36C25520R0102 0002.pdf	PDF	Aug 28, 2020
Corrected Specification sections 5-33 08262020.pdf	PDF	Aug 28, 2020

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erinb Illinois2

INTERIOR FINISH TO BE

WHITE MELAMINE

3/4" X 2 1/2" HARDWOOD WEB

FRAME

1/4" PLYWOOD BACK

PLASTIC LAMINATE OVER 3 4"

MDF DOOR W/ EDGE BANDS ON

ALL 4 EDGES. WHITE MELAMINE

INTERIOR.

ALL WIRE PULLS TO BE 4"

US32D

PLASTIC LAMINATE COUNTER &

BACKSPLASH ON 3 4" MDF

SILICONE SEALANT

4" MELAMINE SHELF ON

ADJUSTABLE STANDARDS

PLYWOOD DRAWER ON HEAVY

DUTY GLIDES

5" 2"

4" 1'

-1 1"

2' -1

PLASTIC LAMINATE OVER 3 4"

MDF DRAWER FACE W/ EDGE

BANDS ON ALL 4 EDGES. WHITE

MELAMINE INTERIOR.

2'-0"

INTERIOR FINISH TO BE

WHITE MELAMINE

1/4" PLYWOOD BACK

PLASTIC LAMINATE OVER 3 4"

PART. BRD. DOOR W/ EDGE

BANDS ON ALL 4 EDGES. WHITE

MELAMINE INTERIOR.

ALL WIRE PULLS TO BE 4"

US32D

4" MELAMINE SHELF ON

ADJUSTABLE STANDARDS

2' -6

1'-0"

BLOCKING

SOLID SURFACE SS01 - ON

BRACING PER MANF.

3/4" X 2 1/2" HARDWOOD WEB

FRAME

REMOVABLE PLASTIC LAMINATE

OVER 3 4" MDF, PER ADA.

PROVIDE LEVER OPERATED

FAUCET PER ADA

SINK 2"

2'-0"

SILICONE SEALANT

2' -1

SILICONE SEALANT

L2x2x1

4 STEEL SUPPORTS AS

NEEDED PAINT TO MATCH WALL

- PROVIDE BLOCKING IN WALL

2' -4

" 2' -6

2'-0"

P-LAM PL01 - ON BRACING PER

MANF.

FUR OUT BACK OF

CABINET - COORD

WITH MFR.

WALL PER PLANS AND

PARTITION TYPES

SEMI-RECESSED

CABINET

SHIM AS NEEDED

FIRE TREATED WOOD

BLOCKING INTERIOR FINISH TO BE

WHITE MELAMINE

1/4" PLYWOOD BACK

PLASTIC LAMINATE OVER 3 4"

PART. BRD. DOOR W/ EDGE

BANDS ON ALL 4 EDGES. WHITE

MELAMINE INTERIOR.

1' -3

1'-0"

BLOCKING

ALL WIRE PULLS TO BE 4"

US32D - TO MATCH EXISTING

INSULATE ALL UNDER-

COUNTER PLUMBING - ADA

COMPLIANT

SOLID SURFACE SS01 - ON

BRACING PER MANF.

INTERIOR FINISH TO BE

WHITE MELAMINE

3/4" X 2 1/2" HARDWOOD WEB

FRAME

1/4" PLYWOOD BACK

PLASTIC LAMINATE OVER 3 4"

MDF DOOR W/ EDGE BANDS ON

ALL 4 EDGES. WHITE MELAMINE

INTERIOR.

BUILD BASE INTERGRAL W/

CABINET DOORS

PROVIDE LEVER OPERATED

FAUCET PER ADA

SINK

4" 1'

-1 1"

2" 4"

2'-0"

SILICONE SEALANT

2' -1

ALL WIRE PULLS TO BE 4"

US32D - TO MATCH EXISTING

INTERIOR FINISH TO BE

WHITE MELAMINE

PLASTIC LAMINATE OVER 3 4"

PART. BRD. DOOR W/ EDGE

BANDS ON ALL 4 EDGES. WHITE

MELAMINE INTERIOR.

ALL WIRE PULLS TO BE 4"

US32D

1' -3

-3

1'-8"

BLOCKING

1/4" PLYWOOD BACK

MICROWAVE

1' -3

INTERIOR FINISH TO BE

WHITE MELAMINE

1/4" PLYWOOD BACK

PLASTIC LAMINATE OVER 3 4"

PART. BRD. DOOR W/ EDGE

BANDS ON ALL 4 EDGES. WHITE

MELAMINE INTERIOR.

ALL WIRE PULLS TO BE 4"

US32D

BLOCKING

2" 4"

2' -1

1' -5

MICROWAVE

8' -0

" A

KV SUPPORT

CHROME FINISH

PROVIDE BLOCKING

IN WALL AS REQUIRED

1'-0"

12" X 1" ADJUSTABLE

P-LAM SHELVES

PL01

HEAVY DUTY

SHELF BRACKET

CHROME FINISH

3' -0

" A

AD7-1-400

R K

MARCH 25, 2020

VA PROJECT NO: 657-345

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481CASEWORK DETAIL

1 1/2" = 1'-0" 2CASEWORK DETAIL

1 1/2" = 1'-0" 3CASEWORK DETAIL

1 1/2" = 1'-0" 4CASEWORK DETAIL

1 1/2" = 1'-0"

5FIRE EXTINGUISHER CABINET DETAIL

1 1/2" = 1'-0" 6CASEWORK DETAIL

1 1/2" = 1'-0" 7CASEWORK DETAIL

1 1/2" = 1'-0" 8CASEWORK DETAIL

1 1/2" = 1'-0"

9CASEWORK DETAIL

1 1/2" = 1'-0" 10CASEWORK DETAIL

1 1/2" = 1'-0" 11NOT USED

3'-0" 2" 2"

3'-4"

5' -0

" SIGNAGE

TYPE A

3'-0" 2" 2"

3'-4"

5' -0

" SIGNAGE

TYPE

A/B/C/D

3'-0" 2" 2"

3'-4"

5' -0

" SIGNAGE

TYPE H

EQ EQCL

(OPPOSITE DOOR

SWING: PLACE

SIGNAGE ON OPP.

SIDE)

(EXIT DOOR)

FIRE

DOOR

KEEP CLOSED AT

ALL TIMES

EXIT ONLY

EQ EQCL

VEST

CORR

CONF

CORRIDOR

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

BREAK ROOM

WOMENS

CORR

OFFICE

TYPE B

TYPE A

TYPE H

TYPE B

TYPE A

TYPE B

TYPE H

TYPE C

TYPE D

TYPE A

TYPE B

TYPE A

TYPE B

OFFICE 103

OFFICE 104

OFFICE 105

OFFICE 102

OFFICE 101

OFFICE 100

OFFICE 110

FILE ROOM 111

PRINT ROOM 113

OFFICE 115

OFFICE 116

HOUSEKEEPING 123

CORRIDOR 112

CORRIDOR 119

CONFERENCE

ROOM 118

OFFICE 125

BREAK ROOM 117

WOMEN'S

RESTROOM 120

MEN'S

RESTROOM 121

UTILITY

ROOM 124

ROOM 128

OFFICE 127

OFFICE 126

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

FILE

ROOM

CORR

120TYPE BTYPE B TYPE B TYPE B

TYPE B

IT ROOM 122

TYPE B OFFICE 114

OFFICE 106 OFFICE 107 OFFICE 108 OFFICE 109

134B - HAS TYPE H SIGN

VESTIBULE 118

BREAK ROOM 119

CONFERENCE ROOM 122

MECHANICAL 129

FILE ROOM 111

BREAK ROOM 117

CONFERENCE ROOM 118

UTILITY ROOM 124

B B

OFFICE 126 - - - B -

OFFICE 127 - - - B -

PRINT ROOM 128 - - - A -

WOMEN'S RESTROOM 120 - - C - -

MEN'S RESTROOM 121 - - D - -

OFFICE 125 - - - B -

HOUSEKEEPING 123 - - - A -

IT ROOM 122 - - - A -

OFFICE 130

OFFICE 131

OFFICE 132

PRINT 133

WOMEN'S RESTROOM 124

MEN'S RESTROOM 125

JAN 127

IT ROOM 126

OFFICE 116

OFFICE 106

2 PERSON OFFICE 105

2 PERSON OFFICE 104

112A - HAS TYPE H SIGN

SIGNAGE DESCRIPTIONCD PLAN LOCATION

SIGNAGE TYPES

SIGNAGE SCHEDULE

NORTH SIGNAGE SOUTH SIGNAGE EAST SIGNAGE WEST SIGNAGE ADDITIONAL COMMENTS

- - - B -

2 PERSON OFFICE 101 - - - B -

2 PERSON OFFICE 102 - - - B -

2 PERSON OFFICE 103

- -OFFICE 108

- - -OFFICE 109

- B -3 PERSON OFFICE 110

- A -

CORRIDOR 119 - - B B -CORRIDOR 123

2 PERSON OFFICE 100

OFFICE 107

OFFICE 115

PRINT 114

CORRIDOR 113

OPEN OFFICE 112

- - B - -OFFICE 117

FILE ROOM 111

OFFICE 106

OFFICE 105

OFFICE 104

OFFICE 101

OFFICE 102

OFFICE 103

OFFICE 108

OFFICE 109

OFFICE 110

OFFICE 100

OFFICE 107

CORRIDOR 112

OFFICE 115

OFFICE 114

PRINT 113

OFFICE 116

ALL SIGNAGE IS LOCATED TO THE DIRECTION OF PLAN NORTH

PRIOR TO ORDERING AND INSTALLING SIGNAGE VA PERSONNEL TO REVIEW AND APPROVE WITH SIGNATURE SIGNAGE NAMES AND NUMBERS

CORRIDOR 121

DF 120 - - - - -

- - - - - -CORRIDOR 128

OPEN OFFICE 112 - - - --

NOTESCOLOR/STYLE

ROOM FINISH LEGEND

PRODUCT

PAINT

MANUFACTURER

WALL BASE

CODE

WALLS

P01

SVT01 SOLID VINYL FLOOR TILE (LUXURY VINYL TILE)

FLOORING

PAINT ACCENT #1P02

MISC.

PWT01

PAINT ACCENT #2 P03

ACOUSTICAL CEILING (TILE) - 2' x 4'AT01

ALL FINISHES TO BE INSTALLED PER ALL MANUFACTURER INSTRUCTIONS.

CARPET TILECPT01 J+J INVISION

CAESAR, LINK, HOOK 12X24,

3025 ACCZENT WOOD- BRUSHED OAK DARK

MADRAS MODULAR STYLE 7065 - 2401 JERSEY

SW 6248 - JUBILEE

SW6508 - SECURE BLUE

SW9062 - BLUEBIRD FEATHER

ULTIMA HIGH NRC

SQUARE LAY-IN PANEL WITH GRID

PT01 PORCELAIN TILE (FLOOR AND BASE) VIRGINA TILE

JOHNSONITE

ROPPE P177 STEEL BLUE -RB01 RESILIENT BASE (RUBBER OR VINYL WITH FACTORY FORMED INSIDE AND OUTSIDE CORNERS

ARMSTRONG

PAINT FOR DOOR FRAMES AND DOORSP04 SW 6257 - GIBRALTAR -SHERWIN - WILLIAMS

SHERWIN - WILLIAMS

AMERICAN OLEANGLAZED WALL TILEGWT01 MATTE BIMINI BLUE, 0085 ALIGN FACES OF TILE VERTICALLY

PLASTIC LAMINATE PL01 CLOUD ZEPHYR 4856-60- MATTE FINISH -WILSONART

TOILET PARTITIONSTP01 (S400) DOVE STONE -BRADLEY

SOLID SURFACESS01 SILVER COMET- K3-8585, GLOSS 10/14 -AVONITE

CPT02 -CARPET TILE J+J INVISION RUNWAY MODULAR (7000) -1421 FRESH FACE -

CAESAR, LINK, HOOK 6X24, MAPEI #107 - IRON, BULL NOSE TOP CAPPORCELAIN TILE VIRGINA TILE

MAPEI #107 - IRON

NOTESCEILING

E WALLN WALL S WALL BASEROOM NAME

2 PERSON OFFICE #1

FLOORROOM NUMBER

ROOM FINISH SCHEDULE

W WALL

--AT01

2 PERSON OFFICE #2

2 PERSON OFFICE #3

2 PERSON OFFICE #4

2 PERSON OFFICE #5

2 PERSON OFFICE #6

OFFICE

RB01 CPT02 P01 P01P03P01

CORRIDOR

FILE ROOM

3 PERSON OFFICE #1

VESTIBULE

BREAK ROOM

CORRIDOR

CONFERENCE

CORRIDOR

WOMENS

MENS

MECHANICAL

ALL ROOM FINISHES ARE LOCATED TO THE DIRECTION OF PLAN NORTH

AT01CPT02 P01 P01P01P02

AT01CPT02 P01 P01P03P01

AT01CPT02 P01 P01P01P02

CPT02 P03

AT01CPT02

AT01CPT02 P03 P01P01P01

AT01CPT02 P01P01

AT01CPT02 P03 P01P01P01

AT01CPT02

AT01

AT01CPT03 P03 P03P01P01

AT01SVT01 P01 P01P02P01

AT01SVT01 P01P01P01P01

AT01SVT01 P01 P01P01P01

AT01SVT01 P01P02

AT01SVT01 P01 P01P01P01

AT01PT01

AT01SVT01 P01 P01P01 P01

-SVT01 P01 P01P01 P01

RB01

AT01P01 P01P01

P01 P01P01P02

CPT02 P02 P01 P01 P01

P01

SVT01

P02 P01 P01 P01

P01 P01 P01 P01

P02

P01

SVT01

P01

CPT02

P01 P02P01P01

P01 P01P03P01

CORRIDOR AT01SVT01 P01 P01P01 P01RB01 --

JANITOR -SVT01 P01 P01P01 P01RB01 --

OFFICE AT01CPT02 P01 P02P01 P01RB01 --

OFFICE AT01CPT02 P01 P03P01 P01RB01 --

PRINT AT01SVT01 P01 P03P01 P01RB01 --

OPEN OFFICE AT01CPT01 P01 P01P03 P02RB01 --

P01 / GWT01 / GWT02P02 / GWT01/ GWT02 P01 / GWT01 / GWT02 P01 / GWT01 / GWT02

P02 / GWT01 / GWT02P01 / GWT01/ GWT02 P01 / GWT01 / GWT02 P01 / GWT01 / GWT02

--OPEN OFFICE AT01CPT01 P01/P03 P01P03P02RB01

----PRINT AT01SVT01 P03RB01 P01 P01 P01

--OFFICE AT01RB01 P02 P01 P01 P01CPT02

MARCH 25, 2020

VA PROJECT NO: 657-345

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AS7-1-601

N D

3SIGNAGE SCHEDULE

1/8"= 1'-0"

1SIGNAGE PLAN

1/8"= 1'-0" 2SIGNAGE LOCATIONS

1/4"= 1'-0"

5ROOM FINISH LEGEND

N.T.S.

4ROOM FINISH SCHEDULE

N.T.S.

PLAN

NORTH

TRUE

NORTH

6NOT USED

3" 3"

9" 8"

123B

NOTE: FOR INFORMATION

NOT SHOWN, SEE

1/AS7-1-602 FOR

MORE INFORMATION.

21 2" 51 2"

9" 8"

WOMEN

RESTROOM

LETTERS RAISED 1

32".

COLOR : WHITE TYP.

32" THICH SIGNAGE

GRAPHICS RAISED 1

32".

COLOR : WHITE TYP.

INSERT BACKGROUND

COLOR: BLACK TYP.

8" WIDE SQUARE - EDGE

END CAP. COLOR:

BLACK TYP.

ACCENT COLOR STRIP.

COLOR SELECTED BY VAMC.

LETTERS RAISED 1

32".

COLOR: WHITE TYP.

BRAILLE DOTS RAISED 1

32".

COLOR: WHITE TYP.

21 2" 51 2"

9" 8"

MEN

RESTROOM

LETTERS RAISED 1

32".

COLOR : WHITE TYP.

32" THICH SIGNAGE

GRAPHICS RAISED 1

32".

COLOR : WHITE TYP.

INSERT BACKGROUND

COLOR: BLACK TYP.

8" WIDE SQUARE - EDGE

END CAP. COLOR:

BLACK TYP.

ACCENT COLOR STRIP.

COLOR SELECTED BY VAMC.

LETTERS RAISED 1

32".

COLOR: WHITE TYP.

BRAILLE DOTS RAISED 1

32".

COLOR: WHITE TYP.

3" 3"

9" 8"

Room

LETTERS RAISED 1

32".

COLOR : WHITE TYP.

BRAILLE DOTS RAISED 1

32".

COLOR: WHITE TYP.

32" THICK SIGNAGE

ACCENT COLOR COPY -

COLOR SELECTED BY VAMC.

8" WIDE SQUARE - EDGED END

CAP. COLOR: BLACK TYP.

INSERT BACKGROUND

COLOR: BLACK TYP.

NOTE: SIGNAGE SHALL BE A MODULAR

COMPONENT SYSTEM WITH

EXTRUDED ALUMINUM STANDARD

(BACK) RAILS, RAIL JOINERS,

INSERTS & END CAPS.

1'-1"

21 2"

43 4"

21 4"

FIRE

DOOR

KEEP CLOSED AT

ALL TIMES

EXIT ONLY

LETTER COLOR: WHITE

BACKGROUND COLOR:

BLACK

LETTER COLOR: WHITE

DIVIDER LINE COLOR:

WHITE

BACKGROUND COLOR:

RED

MARCH 25, 2020

VA PROJECT NO: 657-345

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AS7-1-602

1SIGNAGE TYPE A

3"= 1'-0" 2SIGNAGE TYPE B

3"= 1'-0" 3SIGNAGE TYPE C

3"= 1'-0" 4SIGNAGE TYPE D

3"= 1'-0"

5NOT USED

3"= 1'-0" 6SIGNAGE TYPE H

3"= 1'-0"

7NOT USED

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M D

3-30-2020

CONSTRUCTION OR CONTRACTION JOINT

COLUMN &

BASEPLATE PER PLAN

ISOLATION JOINT

2' - 0" TYP

NON-SHRINK CONC

ALL AROUND

CORNER AND

HOOKED LAP BARS

REINFORCING

2' - 0"

CORNER BARS TO MATCH

HORIZ BAR SPACING

HORIZONTAL REINF

PER PLAN

VERTICAL REINF

PER PLAN

2'-6"

PROVIDE

(2) #4 x 5'-0"

AT MID-

DEPTH OF

SLAB

EDGE OF SLAB

TYPICAL SLAB -ON-GRADE RE-ENTRANT CORNER

SAW CUT OR

HAND TOOL

FILL JOINT W/ BACKER

ROD & SEALANT

CUT EVERY OTHER

BAR @ JOINT

NOTE: CONSTRUCTION JOINT VS CONTRACTION

JOINT @ CONTRACTORS OPTION. 50% OF

REINFORCING STEEL DISCONTINUED AT

CONTRACTION JOINT.

CONTRACTION JOINT OR CONSTRUCTION JOINT

JOINT FILLER

w/ SEALANT

FINISH WITH

TOOLED EDGE

1/2" EXPANSION

JOINT MATERIAL

EDGE OF

ADJACENT

CONSTRUCTION

ISOLATION JOINT

D D

1/4" MAX

T/CONC

ELEV PER PLAN

F O

U N

D A

N D

E P

T H

P E

R S

C H

E D

6" MIN

MIN

1' - 0"

1" M

FOUNDATION AND

REINF PER PLAN AND

SCHEDULE

PROVIDE

SLEEVE, TYP.

PIPE SIZE PER

MEP

PROVIDE SLEVE,

TYP. 8" SLEEVE

MAX

PROVIDE SLEEVE,

TYP. PIPE SIZE

PER MEP

4" CONC PAD: REINF w/ 4x4- W2.9xW2.9 CTRD IN SLAB 6"

CONC PAD: REINF w/ 4X4-w4X4 CTRD IN SLAB

MECH CONTRACTOR

6" CLR FROM EDGE OF

EQUIP VERIFY WITH MECH EQUIPMENT

RE: MECH

CLEAN CONC & APPLY

EPOXY BONDING AGENT

PRIOR TO POURING

EQUIPMENT SLAB

SLAB-ON-GRADE AND

GRAVEL PER PLAN

#4 CONT ALL AROUND

#4 x 1'-0" @24" OC

DRILL & EPOXY INTO

EXIST SLAB. EMBED =

ANCHOR RODS

PER B5/S002

COLUMN PER PLAN

BASE PLATE

PER SCHEDULE

1/4X

T Y

1/ 2"

NOTE:

PROVIDE 1" NON-SHRINK

GROUT BENEATH EACH BASE

PLATE

T Y

P , U

N O

E M

B E

P R

C T

7" T

H R

D 3/4" DIA ANCHOR ROD

ASTM F1554,GR 55

WELDABLE CUT THREADS

ONLY

HEAVY HEX NUT &

OVERSIZED WASHER (TYP,

UNO)

HEAVY HEX NUT TACK

WELD NUT (3) PLACES TO

PREVENT LOOSENING( TYP,

UNO)

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P L A

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D a te

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Department of Veterans Affairs

# 25 # 48

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3/4" = 1'-0"5 TYP ISOLATION JOINT

3/4" = 1'-0"1 CONC WALL PLAN @ CORNER

3/4" = 1'-0"7 TYPICAL CONCRETE JOINTS

3/4" = 1'-0"2 TYP PIPE PENETRATION THROUGH FTG

3/4" = 1'-0"3 MECHANICAL HOUSEKEEPING PAD

3/4" = 1'-0"6 TYPICAL BASE PLATE

1 1/2" = 1'-0"10 TYP ANCHOR ROD

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3/16

3 SIDES TYP

COLUMN PER PLAN

TYP

1 1/2"

1/2" THICK OR THICKNESS

OF BEAM FLANGE,

WHICHEVER IS GREATER

(4) 3/4" DIA

A325 BOLTS

3/8" STIFF EACH SIDE

BEAM PER PLAN

1/8

TYP

METAL DECK

RE: MEP

EXISTING

JOIST

L5x5x5/16 BETWEEN

JOISTS AT NEW

OPENINGS AND

PERIMETER OF

NEW EQUIPMENT

COPE END OF

ANGLE TO WELD

TO JOIST

IF CONNECTION TO JOIST

DOES NOT OCCUR AT PANEL

POINT, REINF JOIST PER

/7 SS7-1-003

1/4

HSS COLUMN

L6x6x3/8 x COL WIDTH +1"

CENTERED ON COLUMN

(2) 1/4" STIFFENER PL'S 6"

APART CENTERED ON COL

STEEL JOIST

EDGE ANGLE

STEEL JOIST

METAL DECK

3/16

TYP

STEEL BEAM

L3X3X1/4 KICKER, EXTEND TO FIRST TOP

CHORD PANEL POINT OF STEEL JOIST

TOP CHORD

PANEL POINT

T O

DECK PER PLAN

JOIST PER PLAN

BOTTOM CHORD

PANEL POINT

(2) L2x2x3/16, ONE EACH SIDE, @

CONCENTRATED LOADS NOT

APPLIED @ PANEL POINTS

3/16

TYP

NOTE: INSTALL JOIST REINFORCING AT THE LOCATIONS

WHERE CONCENTRATED LOAD IS APPLIED TO THE TOP

OR BOTTOM CHORD BETWEEN PANEL POINTS

3" MAX

3/8" MIN PL

BEAM-TO-HSS COL BEAM-TO-BEAM

COPE BEAM FLANGE

AS REQUIRED FOR

CONN

3/8" MIN PL

MINIMUM CONNECTION SCHEDULE

BEAM SIZE

NUMBER OF BOLT

ROWS, "N" 3/4" DIA

MINIMUM

LENGTH, "L" (IN)

W8 OR C8

W10 OR C10

W12 OR C12

W14

W16 OR C15

W18

W21

W24

W27

W30

NOTES:

1. DESIGN PER AISC 14TH EDITION

2. 3/4" DIA A325N BOLTS, MIN

3. A36 PLATE, MIN

4. MIN 1 1/2" EDGE DISTANCE, UNO

5. STD HOLES IN BEAM, SSLT IN SHEAR PLATE

NOTE:

FABRICATOR SHALL BE RESPONSIBLE FOR DESIGN AND DETAIL OF EACH CONNECTION FOR LOADS SHOWN ON PLANS IN ACCORDANCE w/ THE SPECIFICATION AND THE GENERAL STRUCTURAL NOTES.

BEAM-TO-HSS COL.: CONTRACTOR'S CALCULATIONS SHALL VERIFY HSS/PIPE WALL THICKNESS IS ADEQUATE

FOR CONNECTION TYPE CHOSEN PER AISC

MINIMUM CONNECTION DETAILS ARE SHOWN.

FABRICATOR MAY OPT TO USE OTHER AISC-APPROVED CONNECTION IN LIEU OF THOSE SHOWN HEREIN .

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Department of Veterans Affairs

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3/4" = 1'-0"2 BEAM CONNECTION OVER COLUMN

3/4" = 1'-0"3 ROOF DECK MECH OPENING BTWN JOISTS

3/4" = 1'-0"4 TYP JOIST TO HSS

1 1/2" = 1'-0"8 TYP JOIST TO BEAM

3/4" = 1'-0"7 TYP ROOF JOIST REINFORCING

1" = 1'-0"1 TYPICAL BEAM CONNECTION SCHEDULE

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PLAN NOTES:

5" CONCRETE SLAB-ON-GRADE w/ 6x6-W2.9xW2.9 WWF CTRD IN SLAB ON 15

MIL VAPOR BARRIER ON 4" CLEAN GRAVEL FILL ON 8" LOW VOLUME FILL ON

PROPERLY COMPACTED SUB-GRADE. T/CONC = 100'-0".

1'-6" x 3'-0" GRADEBEAM w/ 2#6 CONT TOP & BOT w/ 2#4 MID HEIGHT w/#4 TIES

@ 2'-0" OC. T/GRADE BEAM = 99'-3"

COORDINATE COLUMN ISOLATION JOINT WITH BRACED FRAME AND GUSSET

PLATE

4" CONCRETE SLAB-ON-GRADE AIR-ENTRAINED w/ 6x6 -W1.4XW1.4 WWF

CENTERED IN SLAB ON 4" GRAVEL FILL ON PROPERLY COMPACTED SUB-

GRADE. SLOPE TO DRAIN, RE: ARCH

COLUMN SIZE AND

BASEPLATE PER SCHEDULE

FOOTING OUTLINE

COLUMN FOUNDATION LEGEND:

FOOTING SIZE AND

REINFORCEMENT PER

SCHEDULE

MARK COLUMN SIZE BASE PLATE ANCHOR BOLTS

MARK FOOTING SIZE DEPTH REINFORCEMENT NOTES

STRUCTURAL COLUMN SCHEDULE

STRUCTURAL FOUNDATION SCHEDULE

F1 3'-0" x 3'-0" 3'-0" (4) #6 EA WAY TOP AND BOT

9'-0" x 9'-0" 3'-0" (9) #6 EA WAY TOP AND BOTF4

C1 HSS6x6x1/4 3/4" x 12" x 1'-0" (4) 3/4" DIA x 1'-0" EMBED

NOTES

F2 4'-0" x 4'-0" 2'-0" (5) #6 EA WAY TOP AND BOT HOOK TOP BARS

HOOK TOP BARS

7'-0" x 7'-0" 3'-0" (8) #6 EA WAY TOP AND BOT HOOK TOP BARS

7'-0" x 24'-0" 3'-0" #6 @ 6" OC, EW, TOP AND BOT HOOK TOP BARS

C2 HSS6x6x3/8 1" x 12" x 1'-0" (4) 1" DIA x 1'-0" EMBED

C3 HSS6x6x1/2 1" x 12" x 1'-0" (4) 1" DIA x 1'-0" EMBED

2 3 4 5 6 71

3.7 3.9 4.1 4.3

3.6

24' - 11" 28' - 0" 27' - 4" 35' - 5" 25' - 8" 24' - 11"

16' - 4" 11' - 0"

5' - 3" 5' - 3"

9 1/2"

7' - 4"

F1 C3

F5 C2

TYP

1' - 0"

SS7-1-500

SS7-1-200

SS7-1-500

4 4

TYP

C J

T Y

C J

T Y

21' - 3 1/2" 23' - 7 1/2"

TYP

SS7-1-500

TYP

SS7-1-500

TYP

SS7-1-500

TYP

SS7-1-500

MIN

3' - 0"

E Q

MIN

3' - 0"

SS7-1-500

6' - 6"

F1T Y

TYP

T Y

TYP

1' - 0"

1' - 0"1' - 0"

1/8" = 1'-0"1 FOUNDATION PLAN

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Department of Veterans Affairs

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W18x35 (30) c=1"

STEEL FRAMING LEGEND:

(-6")

25K

NUMBER OF HEADED STUDS EQUALLY

SPACED BETWEEN BEAMS

(NONE IF OMITTED)

DENOTES BRACED FRAME

(SEE BRACED FRAME ELEVATIONS)

REQUIRED CAMBER

(NONE IF OMITTED)

CHANGE IN ELEVATION

FROM T/STL

COLUMN PER PLAN

MOMENT CONNECTION

SIZE

ALLOWABLE VERTICAL

SHEAR IN KIPS, DESIGN

MIN OF 10KIPS, UNO

PLAN NOTES:

1 1/2", 22 GAUGE, WIDE RIBBED GALVANIZED ROOF DECK ATTACHED IN A 36/5

PATTERN w/ #12 TEK SCREWS AND (2) #10 TEK SCREWS FOR SIDE LAP

FASTENERS. T/STEEL = 112'-0"

PROVIDE FRAMING FOR METAL DECK PENETRATIONS PER TYPICAL DETAILS

PROVIDE KICKER AT JOIST/BEAM PER TYP DETAILS

C8X11.5 AT PERIMETER OF CANOPY AND AT COLUMN. FULLY WELD ENDS OF

CHANNELS. MITER CORNERS OF FRAME. SLOPE RE: ARCH.

1 1/2", 22 GAUGE, GALVANIZED ROOF DECK ATTACHED IN A 36/4 PATTERN. DECK

SHALL BE CONNECTED TO RESIST 40 PSF UPLIFT (UNFACTORED). T/STEEL RE:

ARCH, SLOPE PER ARCH.

2 3 4 5 6 71

3.7 3.9 4.1 4.3

3.6

9 1/2"

16K3

16K4

24K5

16K4

16K416K3

16K3

16K4

16K4 24K5 16K3 16K3

16K3

16K3 16K3

16K3

W16X31W16X31W16X31W16X31W16X31W16X31

16K3

W16X31

W16X31 W16X31 W16X31 W16X31 W16X31 W16X31

W16X31

24' - 11" 28' - 0" 16' - 4" 11' - 0" 35' - 5" 25' - 8" 24' - 11"

T Y

EDGE OF DECK

SS7-1-200

SS7-1-500

T Y

TYP

16K3

5' -0

A X

, T Y

E Q

U A

L S

P A

3' -0

A X

HSS4X4X1/4

HSS4X4X1/43

3' -0

A X k k k k 20 k k k k k k k k k k k k k k k k k k k k k k k k k k

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Department of Veterans Affairs

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1/8" = 1'-0"1 FRAMING PLAN

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# 28 # 48

PLAN NORTH TRUE NORTH

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4 3.6

SS7-1-200

HSS5X

T/C

T/STEEL

PER PLAN

SS7-1-200

HSS5x 5x

T/C

HSS5x5x5/16

T/C = 40KIPS

T/STEEL

PER PLAN

WINDOW OPENING

RE: ARCH

B C

SS7-1-200

HSS5x 5x

T/C

HSS5x5x5/16

T/C = 40KIPS

T/STEEL

PER PLAN

DOOR OPENING

RE: ARCH

3.7 3.9 4.1 4.3

SS7-1-200

H S

S 5X

5X 5/

H S

S 5X

5X 5/16

T/C = 50K

T/STEEL

PER PLAN

DOOR OPENING

RE: ARCH

5/16" PL, MIN

HSS BRACES PER

ELEVATION (SLOT

BRACE AS REQUIRED)

GUSSET PL AND WELDS

AS REQUIRED FOR

FORCES INDICATED IN

BRACING ELEVATIONS

TYP

1" GROUT, TYP

BASEPLATE AND

ANCHOR RODS PER

SCHEDULE

T/FOOTING

TYP

COLUMN PER PLAN

TYP

BEAM PER PLAN

5/16" PL, MIN

GUSSET PL AND WELDS

AS REQUIRED FOR

FORCES INDICATED IN

BRACING ELEVATIONS

HSS BRACES PER

ELEVATION (SLOT BRACE AS

REQUIRED)

PER PLAN

T/STEEL

5/16" PL, MIN

HSS BRACES PER

ELEVATIONS ( SLOT

BRACE AS REQUIRED)

TYP

PER PLAN

T/STEEL

1/4" STIFF PL EA SIDE BEAM PER PLAN

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Department of Veterans Affairs

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1/4" = 1'-0"1 BRACED FRAME - GRID D

1/4" = 1'-0"6 BRACED FRAME - GRID 1

1/4" = 1'-0"2 BRACED FRAME - GRID 7

1/4" = 1'-0"5 BRACED FRAME - GRID A

1" = 1'-0"7 TYPICAL BRACED FRAME CONN

1" = 1'-0"8 TYPICAL BRACED FRAME CONN

1" = 1'-0"4 TYPICAL BRACED FRAME CONN

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RIGID INSULATION

RE: ARCH

SLAB AND REINF PER PLAN

RE: CIVIL

T/GRADE

T/CONC

PER PLAN

#4 x 6'-0" @ 24" OC

4'-0"

#4 CONT

600S162-54 STUDS MIN @

16" OC. PROVIDE LATERAL

BRACING AT 4'-0" OC, MIN

SHEATHING RE: ARCH

EXTERIOR FACADE

PER ARCH

T Y

3" C

PER PLAN

FTG & REINF PER PLAN

P E

R P

600S162-54 STUDS MIN @

16" OC. PROVIDE LATERAL

BRACING AT 4'-0" OC, MIN

SHEATHING RE: ARCH

EXTERIOR FACADE

PER ARCH

FOUNDATION OUTLINE

BEYOND

FND & REINF PER SCHEDULE

RE: CIVIL

T/GRADET/CONC

PER PLAN

SLAB AND REINF

PER PLAN

1' -0

PER SCHEDULE

COLUMN AND BASEPLATE

PER SCHEDULE1" NON-SHRINK GROUT

T Y

3" C

REINF PER

SCHEDULE

S C

H E

D U

D E

P T

H P

E R

SLAB AND REINF PER PLAN

SLAB BLOCKOUT PER TYPICAL

DETAILS AND PLAN

1/2" ISOLATION JT

PER PLAN

T/CONC

RIGID INSULATION

PER ARCH

SLAB AND REINF PER PLAN

T/CONC

PER PLAN

T Y

3" C

#4 STIRRUPS @ 2'-0" OC

PER PLAN

FND & REINF PER PLAN

#4 x 6'-0" @ 24" OC

4'-0"

#4 CONT

P E

R P

PER PLAN

SIDEWALK RE: CIVIL

3/4" DIA x 1'-6"

SMOOTH DOWELS @

18" OC @ DOORS

1/2" ISOLATION JOINT

1/ 2"

OH DOOR BY OTHERSPER PLN

5'-0" RE: ARCH

1/2"

ISOLATION

JOINT

PER PLAN

T/STEEL

BEAM PER PLAN

MTL DECK PER PLAN

3/16" BENT PL CONT

600S162-54 STUDS MIN @ 16"

OC. PROVIDE LATERAL

BRACING AT 4'-0" OC, MIN

VERT SLIP CLIP

3/16 3-12

PER PLAN

T/STEEL

BEAM PER PLAN

DECK PER PLAN

JOIST PER PLAN

REF TYPICAL DETAILS FOR

KICKER INFORMATION

PER PLAN

T/STEEL

MTL DECK PER PLAN

JOIST PER PLAN

BEAM PER PLAN

1/4" BENT PL CONT

600S162-54 STUDS MIN @ 16"

OC. PROVIDE LATERAL

BRACING AT 4'-0" OC, MIN

VERT SLIP CLIP

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VA PROJECT NO: 657-345

Dwg: Of:

DRAWING NO:

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T W

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DATE:

Department of Veterans Affairs

V A

B U

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A R

n n e tt le to n b o n n e r s p ri n g s k s

.5 p h

.9 f x b n b d e s ig n a rc h it e c tu re i n te ri o rs

3/4" = 1'-0"1 SECTION

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

3/4" = 1'-0"4 SECTION

3/4" = 1'-0"3 SECTION @ DOOR

3/4" = 1'-0"7 SECTION

3/4" = 1'-0"5 SECTION

3/4" = 1'-0"6 SECTION

S E

C T

D E

T A

SS7-S-500

# 30 # 48

F O

R C

O N

S T

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C T

MARCH 25, 2020

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4.34.13.93.7

3.93 4.1 71 64.33.7

2 53

FLOOR PLAN-FIRE PROTECTION

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

FIRE PROTECTION DESIGN CRITERIA FIRE PROTECTION LEGEND

PROVIDE PROPER COVERAGE PER NFPA 13 AND LOCAL AUTHORITIES. REFER TO REFLECTED CEILING

PLANS FOR COORDINATION WITH LIGHTS, DIFFUSERS, EXIT SIGNS, ETC.

FLOOR PLAN NOTES##FP

1. 6" UNDERGROUND FIRE LINE TO BUILDING. CONNECT FIVE FEET FROM BUILDING

EXTERIOR WALL. SLEEVE EXISTING EXTERIOR WALL AND PROVIDE THRUST PROTECTION

PER NFPA 13.

2. 6 INCH SPRINKLER RISER, 6" DOUBLE DETECTOR CHECK VERTICAL BACKFLOW

PREVENTER, 6" OS&Y GATE VALVE REQD BY KCMO, FLOW AND TAMPER SWITCHES, 2 INCH

MAIN DRAIN EXTENDED TO OUTSIDE.

3. SIAMESE FIRE DEPARTMENT CONNECTION. PROVIDE HORN/STROBE ABOVE.

LIGHT HAZARD - PROVIDE PROPER COVERAGE PER NFPA 13 (0.1 GPM PER SQUARE FOOT OVER THE

MOST REMOTE 1500 SQUARE FEET) PLUS 100 GPM HOSE STREAM ALLOWANCE.

ORDINARY HAZARD GROUP 1 - PROVIDE PROPER COVERAGE PER NFPA 13 (0.15 GPM PER SQUARE

FOOT OVER THE MOST REMOTE 1500 SQUARE FEET) PLUS 250 GPM HOSE STREAM ALLOWANCE.

ORDINARY HAZARD GROUP 2 - PROVIDE PROPER COVERAGE PER NFPA 13 (0.2 GPM PER SQUARE

FOOT OVER THE MOST REMOTE 1500 SQUARE FEET) PLUS 250 GPM HOSE STREAM ALLOWANCE.

A. ENTIRE BUILDING AS SHOWN ON DRAWINGS SHALL BE PROVIDED THROUGHOUT WITH A WET

SPRINKLER SYSTEM DESIGNED FOR STRICT COMPLIANCE WITH THE RULES AND REGULATIONS OF

APPLICABLE FEDERAL, STATE AND LOCAL LAWS, CODES AND ORDINANCES, THE OWNER'S

INSURANCE COMPANY AND NFPA-13.

B. FURNISH ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION, INCIDENTALS AND APPURTENANCES TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK REQUIRED

FOR STRICT COMPLIANCE.

C. ALL PIPING IN AREAS WITH CEILINGS SHALL BE RUN CONCEALED WITH NO EXCEPTIONS UNLESS COORDINATED WITH ARCHITECT AND ENGINEER. ALL SPRINKLERS IN LAY-IN CEILINGS ARE TO BE CENTERED ±1/2" IN 2'x2' PORTION OF TILE. ALL SPRINKLERS IN GYP-BOARD CEILINGS ARE TO BE CENTERED ±1/2" WITH LIGHT FIXTURES AND ALIGNED WITH ALL OTHER DEVICES IN CEILING IN

BOTH DIRECTIONS. COORDINATE WITH ARCHITECT.

D. FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED AND COORDINATED SHOP

DRAWINGS SO AS TO AVOID CONFLICTS IN THE FIELD. CONTRACTOR SHALL COORDINATE WITH

REFLECTED CEILING PLAN, DUCTWORK LAYOUT AND LIGHTING LAYOUT. ALL COORDINATION

SHALL TAKE PLACE PRIOR TO INSTALLATION.

E. CONTRACTOR SHALL FILE ALL DRAWINGS, PAY ALL FEES AND OBTAIN PERMITS AND

CERTIFICATES OF INSPECTIONS RELATIVE TO THIS WORK.

F. CONTRACTOR SHALL OBTAIN CURRENT FIRE HYDRANT FLOW TEST DATA AND USE FOR SYSTEM

HYDRAULIC CALCULATIONS. USE DATA TO DESIGN SYSTEMS ACCORDINGLY BASED ON AVERAGE

NUMBERS PLUS 10% SAFETY.

G. PREPARE AND SUBMIT SHOP DRAWINGS, PRODUCT DATA AND HYDRAULIC CALCULATIONS AS

REQUIRED. ALL INFORMATION SHOWN ON FIRE PROTECTION DRAWINGS SHALL BE INCLUDED ON

THE SHOP DRAWINGS.

H. CONTRACTOR TO BE RESPONSIBLE FOR MAKING FINAL COORDINATION WITH STRUCTURE AND

ALL OTHER TRADES PRIOR TO SUBMITTING SHOP DRAWINGS. ALL ELEVATIONS OF PIPE MUST BE

SHOWN ON SHOP DRAWINGS.

I. NFPA 13 - 2016 ED - 7.1.5 A SINGLE AIR VENT WITH A CONNECTION SHALL BE PROVIDED ON EACH WET PIPE SYSTEM. THE AIR VENT SHALL BE LOCATED NEAR A HIGH POINT IN THE SYSTEM TO

ALLOW AIR TO BE REMOVED FROM THAT PORTION OF THE SYSTEM BY ONE OF THE FOLLOWING

METHODS: MANUAL VALVE, MINIMUM 1/2 (15MM) SIZE; OR AUTOMATIC AIR VENT.

J. PROVIDE AUXILIARY DRAINS AS REQUIRED BY NFPA 13. COORDINATE LOCATIONS WITH OWNER.

AUXILIARY DRAINS MUST BE SHOWN ON SHOP DRAWINGS.

K. SPRINKLER SYSTEM SHALL BE TESTED AND DRAINED PER NFPA STANDARDS AND LOCAL AND

STATE AUTHORITY HAVING JURISDICTION.COMPLETED CONTRACTOR MATERIAL TEST

CERTIFICATES SHALL BE FORWARDED TO OWNER.

L. FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH FIRE ALARM PANEL

AND SUPERVISION OF NEW SPRINKLER TAMPER AND FLOW SWITCHES.

M. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

01F 02F 03F

VEST

CORR

CONF

CORRIDOR

OPEN

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

BREAK ROOM

WOMENS

CORR

OFFICE

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

FILE

ROOM

CORR

FH7-100

COA No.

184005671-002 19.6309.00

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

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C O

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O N bn b

E-24224, 03.25.2020

4.34.13.93.7

3.93 4.1 71 64.33.7

2 53 x18 12 x30 12 x x18 12 x30 12 x x24 12 x24 12 x18 12 x24 12 x18 12

AHU-1

AHU-4

SB2

SB1

SB2

SA2

SA1

SA2

SB2

SA3

SA2

SA3

(TYP 6)

SA1

SA3

AHU-5

AHU-4

AHU-1

AHU-2

AHU-3

SC1

SA1

EA1

EB1

FC-1

6" Ø

(TYP)

FLOOR PLAN-MECHANICAL

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

x30 12 x30 12 x

SA3

(TYP 2)

SA3

(TYP 2)

RA1

(TYP)

RA1

(TYP)

DOAS-1

x18 12x12 18

RA2

(TYP)

RA2

(TYP)

RA2

(TYP)

R x10 6 x x10 6 x10 6

SA2

SB2

T T

03M

07M

06M

02M

01M

05M

(TYP)01M

(TYP)

CU-1

05M

04M

1. HOLD ALL DUCT TIGHT TO STRUCTURE.

2. PROVIDE SUPPORT PEDESTALS WITH CONCRETE PADS ON UNDERSIDE OF BOTH SUPPLY

AND EXHAUST DUCTS.

3. FULL 4" THICK CONCRETE HOUSEKEEPING PAD SLOPED TOWARDS CONDENSING UNITS.

4. BALANCE TO 950 CFM EXHAUST.

5. VERIFY LOCATION OF THERMOSTAT PRIOR TO INSTALLATION.

6. RE: PIPING SCHEMATIC AND CONDENSATE DRAIN DETAILS.

7. RE: PIPING SCHEMATIC.

8. POWER MODULE TRANSFORMER.

9. DDC TEMPERATURE SENSOR. CONFIRM LOCATION PRIOR TO INSTALLATION.

10. 8" Ø TAKE OFF FOR AHU-3 OUTSIDE AIR. BALANCE TO 250 CFM.

11. PROVIDE 18x10 DAMPER INTO EXHAUST DUCTWORK AND BALANCE TO 650 CFM.

12. ROUTE 3/4" CONDENSATE FROM FC-1 AND INDIRECT WASTE INTO SERVICE SINK. FIRE

CAULK WALL PENETRATION TO MAINTAIN RATING, RE: ARCHITECTURAL FOR ADDITIONAL

INFORMATION.

13. TEMPERATURE CONTROL PANEL. CONFIRM LOCATION PRIOR TO INSTALLATION.

14. PROVIDE WALL MOUNTED DUCTLESS SPLIT SYSTEM, PROVIDE REFRIGERANT PIPING

BETWEEN INDOOR UNIT AND OUTDOOR UNIT ROUTED AND SIZED PER MANUFACTURER'S

REQUIREMENTS.

15. PROVIDE VERTICAL COMBINATION FIRE/SMOKE DAMPER INSTALLED IN STRICT

ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

FLOOR PLAN NOTES##M

HR-1

08M

12M

HP-DOAS

S09M

13M

08M

10M

14M

11M

(TYP 3)

08M

T T T T

SB2

SA3

(TYP 3)

SB2

RA1

(TYP)

(TYP 2)

RA1

(TYP)

RA1

(TYP)

(TYP 2)

(TYP 6)

AHU-5

(TYP 6)

AHU-3

AHU-2

VEST

CORR

CONF

CORRIDOR

OPEN

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

BREAK ROOM

WOMENS

CORR

OFFICE

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

FILE

ROOM

CORR

EA1

15M

(TYP)

15M

(TYP)

48x24

MH7-100

COA No.

184005671-002 19.6309.00

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

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C O

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O N bn b

MAIN DUCT

ROUND FLEX DUCT -

60" MAX. LENGTH

FLEX

DUCT

TAKE-OFF WITH MANUAL

DAMPER; SEE DUCT STANDARD

DETAIL

MAIN DUCT

INSULATED SHEET METAL ELBOW OR

THERMAFLEX "FLEX FLOW ELBOW"

NOTE: BRANCH DUCT RUNOUT TO DIFFUSER SHALL BE THE SAME SIZE

AS THE DIFFUSER NECK UNLESS OTHERWISE INDICATED ON PLAN.

BAND FLEX ENDS

WITH NYLON

STRAPS (TYP)

MANUAL DAMPER @ DIFFUSER

ONLY WHERE DUCT-MOUNTED

DAMPER WOULD BE

INACCESSIBLE DIFFUSER - SCREWED INTO CEILING T-BAR

AND/OR SUPPORTED DIRECTLY FROM

STRUCTURE PER SEISMIC CODE REQUIREMENTS

DIFFUSER DETAIL5 NO SCALE

4xD MIN. 3'-0" MIN.

MD MD MDMD

INSTALL WHERE BRANCH

FLOW EXCEEDS 40% OF

TOTAL

TEE OR WYE FITTING

WITH MITERED OR

RADIUS ELBOW

ROUND

SUPPLY

BRANCH

"TAKE-OFFS"

(20% OR LESS

AIRFLOW TO

BRANCH LOW &

HIGH VELOCITY)

ROUND

SUPPLY

BRANCH

"TAKE-OFFS"

(20% OR LESS

AIRFLOW TO

BRANCH LOW &

HIGH VELOCITY)

ROUND

SUPPLY

BRANCH

"TAKE-OFFS"

(20% OR LESS

AIRFLOW TO

BRANCH LOW &

HIGH VELOCITY)

RECTANGULAR

SUPPLY

BRANCH

"TAKE-OFFS"

(20% OR LESS

AIRFLOW TO

BRANCH LOW &

HIGH VELOCITY)

RECTANGULAR

SUPPLY "TAKE-OFF"

INSTALLATION

(ROUND SIMILAR)

12" MIN.

RECTANGULAR

SUPPLY

BRANCH

"TAKE-OFFS"

(20% OR MORE

AIRFLOW TO

BRANCH LOW &

HIGH VELOCITY)

DUCT STANDARDS1 NO SCALE

FLEXFLOW ELBOW BY

THERMAFLEX

RE: SPECIFICATIONS

HANGER (TYP) FASTEN

TO STRUCTURE

FLEXTIE HANGER STRAP BY

THERMAFLEX

RE: SPECIFICATIONS.

FLEX DUCT

RETURN TRANSFER GRILLECEILING

NOTE: INSTALL FLEXIBLE DUCTWORK SUPPORTS

AT ALL ROUND NECK RETURN GRILLES UNLESS

OTHERWISE NOTED ON DRAWINGS.

RETURN AIR BOOT DETAIL

6 FLEXIBLE DUCT

NO SCALE

PACK W/ FIRE SAFING

PIPING

INSULATION AS SPECIFIED

PASSING THRU PIPE SLEEVE

EXTERIOR WALL

SLEEVE SIZED TO SUIT

INSULATION

S.S. ESCUTCHEON WITH

LOCK NUT BOTH SIDES

SEAL WITH WATER TIGHT CAULKING

ALL AROUND BOTH SIDES

EXTERIOR WALL PIPE PENETRATION DETAIL3 NO SCALE

GALVANIZED PIPE CLAMP- DO NOT

CLAMP PIPE TIGHT. PROVIDE CLAMP

ONE SIZE LARGER THAN PIPE DIAMETER.

14 GAUGE GALVANIZED STEEL

OR ALUMINUM CHANNEL

PLACE SUPPORTS ON ROOF BEFORE GRAVEL (IF APPLICABLE). SET

SUPPORT BLOCK IN MASTIC ON WALKWAY MATERIAL PER ROOFING

MFG. REQUIREMENTS. SUPPORTS SPACED NOT MORE THAN 10 FEET

APART FOR COPPER AND SCH. 40 BLACK STEEL PIPE AND 5 FEET FOR

PVC & AT EVERY FITTING. INSTALL PIPE TO ALLOW FOR EXPANSION &

CONTRACTION.

6" M

U M

ROOFING WALKWAY

MATERIAL

MIFAB C6 SERIES OR EQUAL 100%

RECYCLED RUBBER BASE - UV

RESISTANT (MIN 4" HIGH)

ROOFING

ROOF INSULATION

ROOF DECK

PREFAB PIPE SUPPORT DETAIL4 NO SCALE

DIM. 'A' DIM. 'B'

1" FAN DISCHARGE STATIC

PRESSURE + 1"

2-1/2"PRESSURE + 1"

FAN SUCTION STATIC

BLOW THRU COIL

DRAW THRU COIL

DIM. 'A'

NOTE: MINIMUM 'A' OR 'B' DIMENSION SHALL BE NOT LESS THAN 1".

DRAIN

PAN

UNION

CLEANOUT PLUGS AT EACH CHANGE IN

DIRECTION TOWARDS DISCHARGE

SLOPE DRAIN TO DISCHARGE TO ROOF OR TO

EQUIPMENT DRAIN,OR FLOOR DRAIN AND

INDIRECT WASTE AS REQUIRED. MINIMUM SIZE

TO MATCH UNIT CONNECTION OR AS SHOWN

GRADE, FLOOR, OR ROOF

1" MINIMUM

HVAC CONDENSATE TRAP DETAIL2 NO SCALE

18" MIN

12"

3/4" CLEAN CRUSHED

ROCK BED IN

& BELOW SUMP

MIN 1/8" THICK BOLTED ROUND

STEEL CHECKER PLATE COVER

FLUSH WITH FLOOR OR GRADE.

MOUNT EXTERIOR UNIT IN

36" x 36" x 4" CONCRETE PAD

24" DIA. NON-METALLIC

SUMP WITH PERFORATED

BOTTOM

CONDENSATE FROM

EQUIPMENT (TYP)

BORE HOLE IN TOP AS REQUIRED

TO ACCOMMODATE CONDENSATE

PIPE. CAULK PENETRATION

DRAIN SUMP DETAIL

7 CONDENSATE

NO SCALE

A. MECHANICAL CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK MEETS AND IS IN

ACCORDANCE WITH ALL REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS AND CODES

AND/OR REQUIREMENTS, INCLUDING HEALTH CODES AND BUILDING OWNER.

B. ALL EXISTING DUCTWORK SHOWN ON DRAWINGS IS SCHEMATIC AND IS BASED ON EXISTING

RECORD DRAWINGS PROVIDED BY THE OWNER AND DO NOT REFLECT EXACT EXISTING

CONDITIONS. CONTRACTOR TO FIELD VERIFY EXACT DEPTH AND/OR LOCATIONS ON JOB SITE.

CONTRACTOR SHALL REROUTE NEW WORK TO ACCOMMODATE EXACT LOCATIONS OF EXISTING

UTILITIES, STUBOUTS AND/OR CONNECTIONS.

C. CUTTING AND PATCHING OF FLOORS, WALLS, CEILING, ETC., REQUIRED IN STRICT ACCORDANCE

WITH THE RULES AND REGULATIONS OF THE ARCHITECT'S AND/OR BUILDING OWNER

REQUIREMENTS.

D. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION TO AVOID ROUTING

CONFLICTS.

E. ANY MATERIAL REMOVED THAT OWNER DOES NOT WISH TO RETAIN SHALL BE REMOVED FROM

PROJECT SITE AND DISPOSED OF BY CONTRACTOR.

F. MECHANICAL CONTRACTOR SHALL REMOVE, PATCH AIR TIGHT AND REINSULATE ALL DUCTWORK

TAPS NOT REUSED WITH SAME MATERIAL AS EXISTING DUCTWORK.

G. ALL REMOVED DEVICES THAT ARE BEING REUSED FOR NEW CONSTRUCTION SHALL BE CLEANED

OF ALL DIRT AND STORED ON SITE.

H. MECHANICAL CONTRACTOR SHALL AIR BALANCE ALL GRILLES TO CFM'S SHOWN ON PLANS.

I. ALL THERMOSTATS SHALL BE MOUNTED TO MATCH BUILDING STANDARDS UNLESS OTHERWISE

NOTED.

J. MECHANICAL CONTRACTOR SHALL PROVIDE NEW 1" FARR TYPE PLEATED FILTERS ON ALL

TERMINAL BOXES WHICH ARE IN PROJECT SCOPE OF WORK PRIOR TO BALANCING. PROVIDE

TEMPORARY FILTERS ON RETURN AIR OPENINGS DURING CONSTRUCTION.

K. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RETAINING ALL

TEMPERATURE CONTROLS FROM EXISTING FAN POWERED BOXES AND VAV BOXES FOR

REINSTALLATION UNDER NEW WORK. UPON REINSTALLATION, CONTRACTOR SHALL VERIFY

PROPER OPERATION AND NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING IF PROBLEMS

ARE FOUND.

L. ALL DUCTWORK, DIFFUSERS, TERMINAL UNITS, ETC. ARE EXISTING TO REMAIN, UNLESS NOTED

OTHERWISE.

M. MECHANICAL CONTRACTOR SHALL BID WORK IN CEILING SPACE BELOW TO BE COMPLETED

AFTER HOURS ONLY IN AREAS THAT ARE NOT OCCUPIED BY THE OWNER'S PERSONNEL.

CONTRACTOR SHALL COORDINATE WORK/TIMES WITH THE OWNER'S REPRESENTATIVE.

N. INSTALL ELASTOMERIC JOINT SEALER AROUND ALL DUCTS, PIPES, ETC. PASSING THRU

INTERIOR NON-RATED CONCRETE AND MASONRY WALLS, GYPSUM-BOARD PARTITIONS, AND

CONCRETE FLOOR/ROOF SLABS. FOR FIRE RATED INTERIOR CONCRETE AND MASONRY WALLS,

GYPSUM-BOARD PARTITIONS, AND CONCRETE FLOOR/ROOF SLABS SEAL ALL DUCTS, PIPES,

ETC. INSTALL FIRESTOP MATERIALS IN ALL GAPS PRIOR TO SEALANT APPLICATION. INSTALL

SEALER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

O. MECHANICAL CONTRACTOR SHALL BID AND SCHEDULE ALL CORE DRILLING AND HAMMER

DRILLING FOR AFTER BUSINESS HOURS.

P. MECHANICAL CONTRACTOR SHALL SCAN FLOOR UTILIZING GROUND PENETRATING RADAR

PRIOR TO ANY CORE DRILLING OR SAW CUTTING OF SLAB AND SHALL VERIFY PLACEMENT WITH

BUILDING OWNER'S REPRESENTATIVE PRIOR TO DRILLING.

Q. MECHANICAL CONTRACTOR SHALL COORDINATE ALL TEMPERATURE CONTROL WORK WITH

BUILDING OWNER. BUILDING SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES.

R. UPON REQUEST FOR ELECTRONIC FILES, CONTRACTOR SHALL FILL OUT, SIGN AND RETURN

ELECTRONIC MEDIA RELEASE FORM FROM ENGINEER AND PROVIDE PAYMENT FOR FEES

STIPULATED ON ELECTRONIC MEDIA RELEASE FORM. UPON RECEIPT OF COMPLETED RELEASE

FORM AND PAYMENT, ELECTRONIC FILES WILL BE RELEASED.

S. ALL CABLE TIES FOR LOW VOLTAGE SYSTEMS LOCATED IN PLENUMS UTILIZED FOR AIR

MOVEMENT THAT ARE NOT INSTALLED IN CONDUIT SHALL BE 25/50 FLAME AND SMOKE RATED,

HELLERMANN TYTON T50R2C2UL OR EQUIVALENT.

T. REPLACE EXISTING THERMOSTATS/SENSORS WITH NEW. THERMOSTAT COVERS SHALL BE

WHITE IN COLOR UNLESS OTHERWISE NOTED. THERMOSTATS/SENSORS SHALL BE INSTALLED

AND CALIBRATED PRIOR TO TEST AND BALANCE. INTEGRATE NEW DIGITAL

THERMOSTATS/SENSORS INTO THE EXISTING BUILDING ENERGY MANAGEMENT SYSTEM AS

REQUIRED.

GENERAL NOTES (TYPICAL ALL SHEETS)

MECHANICAL SYMBOLS

EXHAUST DUCT UP

EXHAUST DUCT DOWN

RETURN DUCT UP

RETURN DUCT DOWN

FLEXIBLE DUCT CONNECTION

WALL MOUNTED DIFFUSER/GRILLE

SUPPLY DIFFUSER

RISE OR DROP IN DUCT

SUPPLY DUCT UP

SUPPLY DUCT DOWN

MANUAL VOLUME DAMPER

EXISTING DUCTWORK TO BE REMOVED

EXISTING DUCTWORK TO REMAIN

EXHAUST GRILLE

T THERMOSTAT, MOUNT TOP AT 48" AFF.

R R/D

EXHAUST DUCT

RETURN DUCT

RETURN GRILLE

NEW DUCTWORK

SUPPLY DUCT

CONDENSATE DRAINCD

CONNECT TO EXISTING

EQUIPMENT TYPE AND DESIGNATIONAHU-1

MARK NO. SUPPLY (S_),

RETURN (R_), EXHAUST (E_)

CFM

200 M

MG7-500

COA No.

184005671-002 19.6309.00

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

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N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs n ne ttl et on bo nn er s pr in gs , k s

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HP-DOAS

RXYQ96TYDN

DOAS-1 Primary

FXMQ96MVJU

⅜"×⅞"

HR-1

REYQ360TYDN

REYQ120TYDN REYQ120TYDN REYQ120TYDN

½"×1⅛"×¾" ½"×1⅛"×¾" ⅝"x1⅜"x1⅛"

½"×1⅛"×¾"

BHFP26P151U

KHRP25M73HU9

¾"×1⅝"×1⅜"

BS 1

BSQ96TVJ

⅜"×⅞"×¾"

AHU-1

FXMQ96MVJU

⅜"×⅞"

BS 2

BSQ96TVJ

⅜"×⅞"×¾"

AHU-2

FXMQ96MVJU

⅜"×⅞"

BS 3

BSQ36TVJ

⅜"×⅝"×½"

AHU-3

FXTQ36PAVJU

⅜"×⅝"

BS 4

BSQ96TVJ

⅜"×⅞"×¾"

AHU-4

FXMQ72MVJU

⅜"×¾" *

BS 5

BSQ96TVJ

⅜"×⅞"×¾"

AHU-5

FXMQ72MVJU

⅜"×¾" *

BS 6

BSQ96TVJ

⅜"×⅞"×¾"

DOAS-1 secondary

FXMQ72MVJU

⅜"×¾" *

HR-1 PIPING DIAGRAM1 NO SCALE

HP-DOAS PIPING DIAGRAM2 NO SCALE

MG7-600

COA No.

184005671-002 19.6309.00

MARCH 25, 2020

VA PROJECT NO: 657-345

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4.34.13.93.7

3.93 4.1 71 64.33.7

2 53

FD-A

P-502DWH-1

02P

CP-1

03P

3" W

P-202

FD-A 3"

FD-A3"

2" V2" V

P-413

(TYP 2)

P-413

(TYP 2)

P-102

FD-A3"

WCO

FD-A

P-101 P-101

P-201

P-102

P-801

3" W

P-524

FLOOR PLAN-PLUMBING

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

1. RE: CIVIL FOR CONTINUATION.

2. NEW ELECTRIC WATER HEATER, RE: DETAIL. ROUTE WASTE FROM T&P AND DRAIN VALVE

TO FLOOR DRAIN AND INDIRECT WASTE.

3. CIRCULATION PUMP, RE: DETAIL.

4. CALIBRATED BALANCE VALVE, SET TO 2 GPM.

5. 1/2" HOT AND COLD WATER DOWN TO SINK. 2" WASTE DOWN, 1 1/2" VENT UP.

6. TURNDOWN AND DAYLIGHT SUMP PUMP AS REQUIRED. CONFIRM LOCATION PRIOR TO

INSTALLATION. PROVIDE SPLASH BLOCK AS REQUIRED.

7. 2" COLD WATER AND 3/4" HOT WATER DOWN AND IN WALL. CONNECT 1/2" HOT AND COLD

WATER TO EACH LAVATORY, 1" COLD WATER TO EACH WATER CLOSET, AND 3/4" COLD

WATER TO URINAL. ROUTE HOT WATER PIPING THRU WALL BEHIND LAVATORIES AND

ROUTE RECIRC PIPING BACK UP TO CEILING AS INDICATED.

8. 1/2" COLD WATER DOWN TO DRINKING FOUNTAIN. 2" WASTE DOWN, 1 1/2" VENT UP.

9. 2" RPZ BACKFLOW PREVENTER, WATTS 957 OR EQUAL. PROVIDE SERVICE MAIN WITH

THRUST BLOCK AT VERTICAL.

10. SUMP PUMP CONTROL PANEL. CONFIRM LOCATION PRIOR TO INSTALLATION, DO NOT

INSTALL BEHIND MECHANICAL EQUIPMENT.

11. COORDINATE SUMP PUMP LOCATION PRIOR TO INSTALLATION.

12. SECURELY FASTEN PUMP DISCHARGE TO UNDERSIDE OF STRUCTURE.

13. PROVIDE INSINKERATOR BADGER5 WITH CORD AND PLUG, 1/2 HP, 120/1/60 BELOW SINK.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

14. PROVIDE WALL MOUNTED TRAP PRIMER (TP-1) WITH 1/2" COLD WATER TO EACH FLOOR

DRAIN IN MECHANICAL ROOM 113 (TOTAL OF 3) AND HOUSEKEEPING 115 (TOTAL OF 1).

CONFIRM LOCATION PRIOR TO INSTALLATION, DO NOT INSTALL BEHIND MECHANICAL

EQUIPMENT.

15. PROVIDE WALL MOUNTED TRAP PRIMER (TP-1) WITH 1/2" COLD WATER TO EACH FLOOR

DRAIN IN RESTROOM 111 AND 112 (TOTAL OF 2). CONFIRM LOCATION PRIOR TO

INSTALLATION, DO NOT INSTALL BEHIND MECHANICAL EQUIPMENT.

16. PROVIDE 1/2" COLD WATER DOWN TO TRAP PRIMERS (TOTAL OF 2).

FLOOR PLAN NOTES##P

04P

2" C

W 1"

H W

3/ 4"

H W

P-801

FFCO

01P

WCO

3/ 4"

C W

1/2" CW

1/2" HW

1/2" HWR

05P

3/ 4"

C W

06P

SP-1

07P

1/ 2"

H W

1/2" HWR

04P

2" C

1" HW

3/4" CW

09P

2" V

1" CW

1 1/2" CW

1/ 2"

H W

2" SD

11P

12P

10P

13P

1/2" CW

TP-1

14P

TP-1

15P

16P

P-604

08P

1 1/2" V

WCO

01P

FFCO

4" W

FFE: 476.05

FL: 471.00

60" BFF

VEST

CORR

CONF

CORRIDOR

OPEN

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

BREAK ROOM

WOMENS

CORR

OFFICE

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

FILE

ROOM

CORR

WCO

2" W

FFCO

2" V

O R

N -P

PL7-100

COA No.

184005671-002 19.6309.00

MARCH 25, 2020

VA PROJECT NO: 657-345

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HWR

STRAP-ON AQUASTAT

SET 5° LOWER THAN

WATER HEATER OUTLET

SUPPORT PUMP

INDEPENDE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 28, 2020.