VA242-17-B-0729-00001002.pdf

PDF 234 KB Posted Nov 22, 2017

Attached to: Building 15AHU Replacement Federal contract opportunity
Solicitation number: VA24217B0729
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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VA242-17-B-0729 00001 S-101 REVISED.pdf

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VA242-17-B-0729-00002000.docx	DOCX document	Nov 27, 2017
VA242-17-B-0729-00001001.pdf	PDF	Nov 22, 2017
VA242-17-B-0729-00001000.docx	DOCX document	Nov 22, 2017
VA242-17-B-0729-000.docx	DOCX document	Jul 6, 2017

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D 18' - 10" 9' - 10" 18' - 0"18' - 5"19' - 3"16' - 10"

35 4

22212019

181716

12X1412X1412X1412X1412X1412X1412X1412X14

12X14 12X14 12X14

12X30

11X20

12X15

12X14 12X14 12X14 12X14

W12X26W 8X

6 7 6 6

6 66

5 5

ELEV.

SHAFT

CONC

RETE

STAIR

NOTE: REFERENCE EXISTING INFIRMARY BLDGS 15 &

18 DRAWINGS 406, 407, 409 DATED 8-22-22, AND

EXISTING DRAWINGS FOR CENTRAL AIR

CONDITIONING PROJECT BY KALLEN AND LEMELSON

DATED 6-30-80.

SEE COLUMN

SCHEDULE FOR

COLUMN INFORMATION

SEE SLAB

SCHEDULE

FOR SLAB

INFORMATION

SS-102

W10X17W8X13

W8X13

W6X9W

W8X13

W6X9

W8X

EXISTING

KNEE WALL(S)

IN CRAWL

SPACE

EXISTING KNEE

WALL(S) IN

CRAWL SPACE

W 8X

W10X19 W10X17 W10X19

W 8X

13 W6X9

W14X22

W6X9

W 8X

W6X9W 8X

W6X9

W 8X

W14X22 W14X22

200 NEW 201 NEW 202 NEW

203 NEW

206 NEW 205 NEW 204 NEW

207 NEW 208 NEW 209 NEW

18' - 0"18' - 5"19' - 3"

X2 235 4

102 F F F

F F F

EXISTING PL

NEW PL1, SEE DETAIL 5

DRAWING SS-103

NEW PL1, SEE DETAIL 5

DRAWING SS-103 8"

B R

T W

1' -0

" B W

B E

NEW 16"x12" MIN. SOLID

BRICK PIER TOOTHED TO

EXISTING PARAPET (TYP.)

V V V

1' - 4"

NEW NEW NEW

NEWNEW

NEW

EW N

EWN

NEW NEW

NEW

-3

(+2'-2")(+2'-2")(+2'-2")

-3

(+2'-2")

-3

EXISTING PL

EXISTING

MECHANICAL

EQUIPMENT

PENTHOUSE

EXISTING

ELEVATOR

PENTHOUSE

W 6X

SS-102

SS-103

(+4'-3")

(+4'-3")NEW

(+4'-3")

W10X17

(+4'-3")

NEW (+4'-3")

NEW KNEE WALL

IN CRAWL SPACE

NEW KNEE WALL

IN CRAWL SPACE

SS-102

W10X17

W8X13

W10X17 W12X22 W10X17

W10X15 W10X17

W10X19

W10X17 W10X15 W10X15

W 8X

10W8X13

W8X13 W 8X

W10X15W

W10X15

W8X

W8X31 W8X

W8X31

35 4

22212019

181716

18' - 0"18' - 5"19' - 3"

57' - 0"

-8

200 201 202 203

206 205 204

207 208 209

EXISTINGEXISTING

EXISTING

MECHANICAL ROOM FLOOR HAS BEEN DESIGNED ONLY FOR

EQUIPMENT & LOADS SHOWN. IF ADDITIONAL EQUIPMENT IS

ADDED OR EQUIPMENT WEIGHTS OR LAYOUT CHANGED,

EXISTING STRUCTURE MUST BE REVIEWED

V V V 0' - 8"

37' - 9"17' - 11"

0' - 2"

0' - 8"

8" 0'

18' - 0"18' - 5" 0' - 8"0' - 8"

0' - 2"

MAX. OPER. WT.

16,000# (TOTAL)

L L

0' - 8"

19' - 3" V V V0'

EXISTING

ELEVATOR

PENTHOUSE

EXISTING

MECHANICAL

EQUIPMENT

PENTHOUSE

2" STEEL GRATING

TYP.THROUGHOUT

W8X13 V

C 8X

.5C8

SEE STAIR DETAILS

SHEET 15E-AS-301 FOR

MORE INFORMATION

SS-102

SS-103

W 8X

X1 5L

W6X9

ACCESS AREA

TO CRAWL

SPACE

BELOW.

COORDINATE

SIZE WITH

ACCESS

DOOR.

C4X7.2 C4X7.2

W8X

SS-102

W10X15

W10X17

W10X12

W10X15

W10X15 W10X15 W10X15

W10X15 W10X15

W10X15

W 8X

W10X15

W 8X

W8X

9' - 10" 16' - 10"

18' - 5"

18' - 10" 18' - 5"19' - 3"

18' - 0"

W10X15

200 201 202 203

206 205 204

207 208 209

W10X12

EXISTING

N G

EXISTING

V VV

0' - 2"

KBKBKBKBKB

KBKBKB

KB W

W 8X

(-5'-8") W 8X

SEE HATCH STAIR DETAILS

SHEET 15E-SS-102 FOR

MORE INFORMATION

SS-102

SS-103

EXISTING

ENGINEERING LLP

o n e e ig h th in c h o n e fo o t 1

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

97 8654321

REVISED100% Working Drawings NOT for Construction

620A4-14-109 Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of 42

Office of Construction and Facilities Management

REV # DATEREVISION DESCRIPTION

5-25-17

CONSULTANTS: ARCHITECT/ENGINEERS:DESIGN APPROVED W/ COMMENTS: PROF. SEAL:

VA FORM 08-6231

15E

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL

ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE N.Y. STATE

EDUCATION LAW.

www.fellp.com

REPLACE AHU − BUILDING 15E

FE PROJECT NO: 14-069

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735

EDF SBL

ROUTE 9D, CASTLE POINT NY 12511

VA HUDSON VALLEY HEALTH CARE SYSTEM

CASTLE POINT CAMPUS

VA HUDSON VALLEY HEALTH CARE SYSTEM

CASTLE POINT CAMPUS 41 Castle Point Road

WAPPINGERS FALLS, NY 12590

:4 5:

SS-101

BUILDING 15E STRUCTURALː

THIRD FLOOR CEILING, CRAWL

SPACE, ROOF & PENTHOUSE PLANS

1/8" = 1'-0"1 EXISTING THIRD FLOOR CEILING FRAMING PLAN

1/8" = 1'-0"2 PENTHOUSE SUB-FLOOR FRAMING PLAN

1/8" = 1'-0"3 PENTHOUSE FLOOR FRAMING PLAN

1/8" = 1'-0"4 PENTHOUSE ROOF FRAMING PLAN

EXISTING SLAB SCHEDULE*

MARK

SHORT SPAN AS SHORT SPAN AS

SIZE

7" 3/8" Ø 7" 8"3/8" Ø

3/8" Ø 3/8" Ø

7" 8"

12" 12"

1/4" Ø 16"

1/4" Ø 16"FROM 6 ETC

FROM 6 ETC

SPCG SIZE SPCG

DEPTH

ALL 1/4" RODS STRAIGHT IN BOTTOM OF SLAB

EXISTING CONCRETE

COLUMN SCHEDULE*

COL. #

3, 4, 6, 20, 21, SIZE

12"x12"

4-1"Ø BARS

14"x14" 6-5/8"Ø

1/4" Ø HOOPING

1 3/4" PITCH

14"x14" 7-3/4"Ø

1/4" Ø HOOPING

1 3/4" PITCH

FOOTING

7'-6" SQ.x15" DEEP

19-5/8"Ø BARS EW

8'-0" SQ.x18" DEEP

20-5/8"Ø BARS EW

8'-0" SQ.x18" DEEP

20-5/8"Ø BARS EW

ALL CONSTRUCTION IS EXISTING UNLESS NOTED NEW.

TOP OF THIRD STORY CEILING REFERRED TO AS DATUM. (EL. 246'-8")

TOP OF SLAB [0'} FROM DATUM UNLESS NOTED [+ ...].

TOP OF NEW STEEL (+2'-4") FROM DATUM UNLESS NOTED (+ ....).

DENOTES NEW STEEL COLUMN UP, COLUMNS 204 THROUGH 209 MUST ALIGN WITH CONCRETE COLUMNS BELOW.

DENOTES EXISTING CONCRETE COLUMN DOWN,

DENOTES FRAME BEAM TO STIFFENER

DENOTES BEAM BEARING PLATE - SEE TYPICAL BEARING PLATE DETAIL & SCHEDULE", DWG. SS-103

NOTES BRICK WALL.

DENOTES DUCT OPENING MARK - SEE "DUCT OPENING SCHEDULE", DWG ____. SEE "DETAILS @ EXISTING SLAB SUPPORTS", DWG. ____

DENOTES FIELD MEASUREMENT WHICH MUST BE VERIFIED

MECHANICAL ROOM FLOOR LOADING

2" GRATING 15

ADD WEIGHT OF BEAMS ACCOUNTED FOR

EXCEPT UNDER EQUIPMENT

WEIGHT OF EQUIPMENT SHOWN ACCOUNTED FOR

DL 15

LL 20

TL 35 PSF

ALL CONSTRUCTION IS NEW UNLESS NOTED EXISTING.

TOP OF THIRD STORY CEILING REFERRED TO AS DATUM. (EL. 246'-8")

TOP OF STEEL(6'-8") FROM DATUM UNLESS NOTED [+ ...].

C8 DENOTES C8 x 11.5

DENOTES EXACT LOCATION TO BE COORDINATED WITH FINAL MECHANICAL LAYOUT. APPROVED AIR HANDLER SUBMITTAL MUST BE OBTAINED PRIOR TO OBTAINNG STEEL SHOP DRAWINGS FOR APPROVAL.

DENOTES FIELD MEASUREMENT WHICH MUST BE VERIFIEDV

ALL CONSTRUCTION IS NEW UNLESS NOTED EXISTING.

TOP OF THIRD STORY CEILING REFERRED TO AS DATUM. (EL. 246'-8")

TOP OF STEEL(21'-2") FROM DATUM UNLESS NOTED [+ ...].

DENOTES DIRECTION OF 1 1/2"x20 GAGE GALVANIZED STEEL DECK

I min = .21in. 4/FT: S min = .25 in. 3/FT.

DENOTES KNEE BRACE, SEE LONGITUDINAL SECTION AND KNEE BRACE DETAIL" DWG. SS-103.

DENOTES FIELD MEASUREMENT WHICH MUST BE VERIFIEDV

MECHANICAL ROOM ROOF LOADING

EPDM & INS. 2

WEIGHT OF BEAMS ACCOUNTED FOR

DL 10

LL (GROUND SNOW) 30

TL 40 PSF

1 1/2" DECK 2.5

HANGING LOADS 5

*EXISTING SCHEDULES FOR

REFERENCE ONLY. FIELD VERIFY

FLOOR LIVE LOAD BASED ON ASCE/SEI STANDARD

MIN. DESIGN LOADS FOR BLDGS AND OTHER

STRUCTURES 7-10 CHAPTER 4 LIVE LOADS TABLE 4-1

STORAGE AREAS ABOVE CEILINGS

SYMBOL NOTES:

SYMBOL NOTES: SYMBOL NOTES:

DOOR FRAMING & COLUMN ADDITION 11-22-171

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