VA LEBANON RENOVATE BUILDING 22 - AE601 DOOR SCHEDULE - FRAME_ DOOR TYPES.pdf

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Y1DA--Renovate Building 22 Construction | Project #595-15-201
Solicitation number
36C24421R0001
Issued by

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This federal contract opportunity notice is for construction services related to renovating Building 22 at the Lebanon VA Medical Center in Lebanon, Pennsylvania. The scope of work includes demolition, construction of floors, lighting, ceilings, doors, HVAC systems, plumbing and more to build an education center and support spaces. The period of performance is 545 calendar days from notice to proceed. The estimated value is between $2-5 million. The solicitation will be issued as a request for proposal under FAR Part 15 and is set aside 100% for service-disabled veteran-owned small businesses. The NAICS code is 236220 with a size standard of $39.5 million in annual receipts. The solicitation is expected to issue on July 6, 2020 and questions must be submitted in writing by email. A pre-bid conference will be held after solicitation posting. Offerors must be registered in SAM and verified in CVE at time of proposal submission to be eligible for award.

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A

DOOR TYPES

B C

SCW SCW INSUL MTL HM HM

D E

SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

FRAME TYPES

2"

2" 2" 2" 2"

2"

NOTE:

ALL EXTERIOR DOORS TO BE INSULATED METAL

DOOR SCHEDULE ABBREVIATIONS

ADO - AUTOMATIC DOOR OPENER

ANO - ANODIZED

GALV STL - GALVANIZED STEEL

GL/ALUM - GLASS ALUMINUM

HM - HOLLOW METAL

INSUL MTL - INSULATED METAL

NR - NOT RATED

PT - PAINT

SC WD - SOLID CORE WOOD

SC WD/GLS - SOLID CORE WOOD W/ GLASS

STL - STEEL

STND/CL - STAINED W/ CLEAR COAT

WD - WOOD

METAL STUDS - SEE WALL TYPES

EXTEND GYP BD INTO FRAME -

5/8" MIN

DOOR - SEE SCHEDULE

HOLLOW METAL FRAME -

GROUT FULL

STANDARD RABBET

GYP BD - SEE WALL TYPES

3/ 4"

2"

DOOR - SEE SCHEDULE

HOLLOW METAL FRAME -

GROUT FULL

STANDARD RABBET

2"

EXISTING MASONRY

WALL (VARIES)

METAL STUDS - SEE WALL TYPES

EXTEND GYP BD INTO FRAME -

5/8" MIN

DOOR - SEE SCHEDULE

HOLLOW METAL FRAME -

GROUT FULL

STANDARD RABBET

JAMB ANCHOR

GYP BD - SEE WALL TYPES

DOOR - SEE SCHEDULE

HOLLOW METAL FRAME -

GROUT FULL

STANDARD RABBET

2"

EXISTING MASONRY

WALL (VARIES)

JAMB ANCHOR

Project Title

DE

PA

RT

M

EN

T

OF

VE

TE

RA

NS

A

FF

AI

RS

Drawing Title Date

Project No.

Drawing No.

Dwg. Of

Approved: Associate Director for Operations:

Approved: Director, Medical Center:

Drawn:Building No: Checked:

Location:

Additions:

Revisions:

1 5 6 7 8

21 3 4 5 6 7 8

A B

C D

E on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot

DELLC

JOB No.

LEBANON VA

MEDICAL CENTER

LEBANON, PA

2 3 4

Consultants:Date

Bel Air, Maryland 21015-1457 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009

ARCHITECTURE

PLANNING

ENGINEERING

BID DOCUMENTS

FULLY SPRINKLERED

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

RICKERT ENGINEERING, INC.

BUILDING COST CONSULTANTS

COST ESTIMATING

12917 - 30TH AVENUE

PLATTSMOUTH, NEBRASKA 68048

402.298.8260 - FAX 402.298.8290

MECHANICAL / ELECTRICAL

CONSULTING ENGINEERING

1416 CLARKVIEW ROAD

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

STRUCTURAL ENGINEERING

8813 WALTHAM WOODS ROAD, SUITE 301

BALTIMORE, MARYLAND 21234

410.663.5110 - FAX 410.663.5114

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

KOFFEL ASSOCIATES, INC.

WHITMAN, REQUARDT &

ASSOCIATES, LLP

CIVIL ENGINEERING

801 SOUTH CAROLINE STREET

BALTIMORE, MD 21231

410.235.3450 - FAX: 410.243.5716

ROBERT L. SEYMOUR & ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANTS

182 THOMAS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

1SOURCE SAFETY AND HEALTH

ASBESTOS CONSULTANT

140 SOUTH VILLAGE AVENUE, SUITE

EXTON, PA 19341

610.524.5525 - FAX: 610.524.0565

I CERTIFY THAT THESE DOCUMENT WERE

PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF PENNSYLVANIA,

LICENSE NUMBER 407296, EXPIRATION DATE

06/30/21

DOOR SCHEDULE - FRAME

& DOOR TYPES

LEBANON RENOVATE

BUILDING 22

CDP/ CAJ JSK/ DGW

1700 S. LINCOLN AVE, LEBANON, PA 17042

01/24/2020

AE601

595-15-201

170801D

DOOR SCHEDULE

DOOR NUMBER

DOOR FRAME

HDW SET

DETAILS

COMMENTSWIDTH HEIGHT THICK

DOOR

TYPE

DOOR

MTRL

DOOR

FINISH

FIRE

RATING

FRAME

TYPE FRAME MTRL

FRAME

FINISH

HEAD/

SILL JAMB

100.1 6'-0" 7'-0" 1 3/4" N/A E6

100.2 3'-6" 7'-0" 1 3/4" L HM PT 45 MIN 1 HM PT 5G

202 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 5D NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN 203 3'-0" 7'-0" 1 3/4" C INSUL MTL PT 45 MIN 1 HM PT 5D NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

204 6'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 8B

206.1 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4B NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

206.2 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 2H

206.3 3'-0" 7'-0" 1 3/4" C INSUL MTL PT 45 MIN 1 HM PT 5B NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

206.4 3'-0" 7'-0" 1 3/4" C INSUL MTL PT 45 MIN 1 HM PT 5B NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

207 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 5B

208 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 2F

210 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 3E

211 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 3E

212 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 3E

213 2'-6" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 5D NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

214 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 5D

215.1 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 3E

215.2 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 3E

216.1 5'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 11

216.2 2'-0" 7'-0" 1 3/4" D HM PT 45 MIN 1 HM PT 5D

217 4'-0" 7'-0" 1 3/4" E HM PT 45 MIN 3 HM PT 11

218 5'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 10A

219.1 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

219.2 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

220.1 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

220.2 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

221 5'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 10A

222.1 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

222.2 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

223.1 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

223.2 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

224.1 5'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 10D

224.2 6'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 10D

225.1 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

225.2 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

227 5'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 11

228 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 5D

229.1 6'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 11

229.2 6'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 11

229.3 6'-0" 7'-0" 1 3/4" B SC WD CL/ STND 45 MIN 3 HM PT 11

230 4'-0" 7'-0" 1 3/4" E HM PT 45 MIN 3 HM PT 11

231.1 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

231.2 4'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4J

232.1 3'-6" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 4B NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

232.2 3'-0" 7'-0" 1 3/4" A SC WD STND/ CL N/A 1 HM PT 2H

232.3 3'-0" 7'-0" 1 3/4" C INSUL MTL PT 45 MIN 1 HM PT 5B NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

232.4 3'-0" 7'-0" 1 3/4" C INSUL MTL PT 45 MIN 1 HM PT 5B NEW DOOR AND HARDWARE ONLY, EXIST FRAME TO REMAIN

233 3'-0" 7'-0" 1 3/4" D HM PT 45 MIN 1 HM PT 5D

ST-1.2 3'-6" 7'-0" 1 3/4" A SC WD PT N/A 1 HM PT EXIST DOOR & FRAME TO REMAIN, SEE NOTE BELOW ST-2.2 3'-6" 7'-0" 1 3/4" A SC WD PT N/A 1 HM PT EXIST DOOR & FRAME TO REMAIN, SEE NOTE BELOW ST-3.2 3'-6" 7'-0" 1 3/4" A SC WD PT N/A 1 HM PT EXIST DOOR & FRAME TO REMAIN, SEE NOTE BELOW

SCALE: 1 1/2" = 1'-0"AE601

1 DOOR HEAD DETAILS

SCALE: 1 1/2" = 1'-0"AE601

2 DOOR JAMB DETAILS

SCALE:1 1/2"=1'-0"

4" 8"0 16"

ALUM ANO/ CL ALUM ANO/ CL

1 NOTE

DOOR & FRAME PAINT TBD BY ARCHITECT, AND APPROVED BY COR

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXISTING

EXISTING

EXISTING

EXIST.

EXIST.

EXIST.

Sheets
AE601 - DOOR SCHEDULE - FRAME & DOOR TYPES

File details come from the government source that posted it. Updated .