36C24519B0011-005.pdf

EF-1

(E)EF

(E)EF

(E)EF

CU-1

26"x24" L/A

IH-1

EF-2

151617

D

EXISTING MRI CHILLER

ROOF HATCH

EXISTING ROOF DRAIN 2

S-101

CONTRACTOR TO VERIFY SIZES AND LOCATIONS IN FIELD

EXISTING 8" LT GA STUD @ 16" O.C., TYP

DASHED LINES INDICATE ANTICIPATED HVAC

REINFORCEMENT. CONTRACTOR SHALL

VERIFY EXISTING FRAMING IN THE FIELD AND

REFER TO TYPICAL DETAILS FOR OPENING

OPTIONS. SHOULD FRAMING DIFFER FROM

WHAT IS SHOWN THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY.

SEE OPENING DETAILS 3A, 3B, 3C

/2

1' - 6 1/2"

CU-1 DESIGN WEIGHT: 493 LBS

IH-1 DESIGN WEIGHT: 134 LBS

EF-1 DESIGN WEIGHT: 63 LBS

EF-2 DESIGN WEIGHT: 410 LBS

/2

3' - 0 1/2"

SEE NOTE NO. 1

CU-1

DUNNAGE BY CONTRACTOR

INTERIOR RAIL LOCATED AS REQ'D PER

MFR SPECIFICATIONS

300HDS-97 (G90) DUNNAGE SPANNING EXISTING

ROOF CURBS

EXISTING ROOFEXISTING ROOF

CURBS TO

REMAIN, TYP

1 1/2"x1 1/2"x0'-3" LONG (MIN)

16 GA LT GA CLIP W/(2) #10

FASTENERS, EA LEG (MIN) (G90)

S-101

1' - 4" TYP

A S

R E

Q 'D

EXISTING OPENING HEADER TO

BE ADJUSTED IN THE FIELD AS

REQ'D +/- 12" MAX,

OR USE NEW 800 S162-54

M A

X

NOTE: CONTRACTOR CAN UTILIZE

EXISTING OPENINGS SHOULD THEY

MEET NEW EQUIPMENT

REQUIREMENTS. MODIFICATIONS

TO EXISTING OPENING HEADERS

ARE PERMITED UP TO 12" MAX

PROVIDED THAT JOIST RELOCATION

IS NOT REQUIRED. EXISTING JOIST

SPACING TO BE VERIFIED IN FIELD

EXISTING 8" LT GA JOIST

CLARK-DIETRICH S545 W/(5) #10

EA LEG (OR EQUAL) IF REQUIRED

EXISTING 8" LT GA JOIST

NEW 8" LT GA JOIST SISTERED TO

EXISTING

EXISTING 8" LT GA JOIST CUT AS REQ'D

TO ACCOMODATE LARGER OPENING

CLARK-DIETRICH S545 W/(5) #10 EA LEG

(OR EQUAL)

800 S162-54 LT GA HEADER, TYP

S-101

1' - 4" TYP

4" MAX

EXISTING 8" LT GA JOIST

NEW 8" LT GA JOIST SISTERED TO

EXISTING

EXISTING 8" LT GA JOIST CUT AS REQ'D

TO ACCOMODATE LARGER OPENING

CLARK-DIETRICH S545 W/(5) #10 EA LEG

(OR EQUAL)

800 S162-54 LT GA HEADER, TYP

S-101

1' - 4" TYP

NEW JOIST TO BE

SISTERED TO EXISTING

EXISTING JOIST

(2)#10 SCREWS @ 16" C/C, TYP

300HDS-97 (G90) DUNNAGE SPANNING

EXISTING ROOF CURBS

EXISTING CURB TO REMAIN

LT GA CLIP W/(2) #10 FASTERNERS, EA LEG

DUNNAGE BY CONTRACTOR

CU-1

1 EF-1

UNIT MARK WEIGHT (LBS) OPENING SIZE

63 18.5"X18.5"

2 (DUCT) N/A SEE MEP

3 EF-2 410 N/A

4 CU-1 493 N/A

5 IH-1 134 36.5"X36.5"

PLAN LEGEND

NOTE: SEE MEP FOR LOCATIONS. CONTRACTOR TO

VERIFY ALL OPENING SIZES, ETC. WITH MEP

N O

R

TH

NO REVISION DATE

ADDENDUM NO. 1

HVAC UPGRADE FOR

MRI SUITE

LOUIS A. JOHNSON VA MEDICAL CENTER

CLARKSBURG, WEST VIRGINIA

540-18-011

JU BK08/05/2019

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

2000 GEORGETOWNE DRIVE

PH: 724.444.1100

www.pve-llc.com

PVE PROJECT NUMBER:

ARCHITECTS/ENGINEERS:SEAL

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

WATERFRONT CORPORATE PARK III, SUITE 101

SEWICKLEY, PA 15143

BID DOCUMENTS

161663

FAX: 724.444.1104

1 08/08/2019

PLANS AND

DETAILS II

1/4" = 1'-0"

LEVEL 2 PLAN

1" = 1'-0"

CU-1 SECTION

NOTES

1. CONTRACTOR SHALL REUSE EXISTING ROOF CURBS AND PROVIDE NEW DUNNAGE AS REQUIRED. SEE SECTION 2/S-101.

2. CONTRACTOR TO VERIFY ALL OPENING SIZES AND LOCATIONS WITH MEP.

1" = 1'-0" 3A

USE EXISTING OPENING - OPTION 1

1" = 1'-0"

3B

NEW OPENING OPTION 2

1" = 1'-0" 3C

NEW OPENING OPTION 3

3" = 1'-0"

JOIST DETAIL

NOTE: CONTRACTOR TO DOUBLE UP END JOISTS SUPPORTING NEW LT GA HEADERS WHEN OPENING SIZE

EXCEEDS EXISTING JOIST SPACING.

NOTE: CONTRACTOR TO DOUBLE UP END JOISTS SUPPORTING NEW LT GA HEADERS WHEN OPENING SIZE

EXCEEDS EXISTING JOIST SPACING.

1 1/2" = 1'-0"

CU-1 DUNNAGE SECTION

EXISTING

EXISTING

EXISTING

Dwg. of

S101