20) 578-21-703 Combined Drawing Set.pdf

2 MB Posted

Attached to
Z1DZ--EHRM Training and Admin Space - Construction Phase 1 - Hines, IL (VA-21-00027896)
Solicitation number
36C77621B0006
Issued by

About this file

Written by GovTribe AI ·

This document is a presolicitation notice for a firm-fixed-price construction contract to renovate the building enclosure and perform selective interior demolition of Building 20 at the Hines VA Medical Center in Hines, Illinois. The Program Contracting Activity Central will issue the solicitation on or around February 22, 2021 as a total Service-Disabled Veteran-Owned Small Business set-aside. Offers will be evaluated using the procedures in the solicitation. The period of performance is approximately 120 calendar days from notice to proceed. The project includes labor, management, and materials to renovate the building enclosure and demolish interior spaces of Building 20 in preparation for a separate interior renovation contract.

View the file

Other files

File Type Posted
578-21-703 sign in pre bid.pdf PDF
36C77621B0006 0004.docx DOCX document
36C77621B0006 0003.docx DOCX document
21) Revised 578-21-703 Specification Book r20210317.pdf PDF
36C77621B0006 0002.docx DOCX document
Attachment 26 - Hines Underground Utility Plan.pdf PDF
S05 - Technical Question and Answers Hines IFB 36C77621B0006.docx DOCX document
36C77621B0006 0001.docx DOCX document
Attachment 24 - SOW 578-21-703 EHRM Training and Admin Space Support - Phase 1 - Hines IL 2020-12-30.docx DOCX document
Attachment 27 - Inspection Summary Report Bldg 20 - 2010.pdf PDF
Attachment 25 - 578-21-703 ASK-01 Metal Panel Detail.pdf PDF
Attachment 28 - BLDG 20 R2010.xls XLS spreadsheet
Attachment 20 Revised - 578-21-703 Combined Drawing Set.pdf PDF
S02 - Solicitation 36C77621B0006 Final Released.docx DOCX document
23) Wage Determination DBA - Cook County.pdf PDF
2) Hines Underground Utility Plan.pdf PDF
1) Hines VA Campus Site Plan.pdf PDF
15) Infection Control Barrier Sample.pdf PDF
19) 578-21-703 Photos of Current Conditions.pdf PDF
3) Pre-Construction Checklist.pdf PDF
21) 578-21-703 Specification Book.pdf PDF
12) Contractor Parking.pdf PDF
9) Interim Life Safety Measures (ILSM).pdf PDF
18) Hines COVID-19 Guidelines.pdf PDF
7) Above Ceiling Entry and Wall Construction Permits.pdf PDF
5) Cutting Welding and Other Hot Work.pdf PDF
36C77621B0006.docx DOCX document
14) No Smoking Policy 10-1-19.pdf PDF
6) Dig Permit SOP Form.pdf PDF
11) Contractor PIV Instructions and Form.pdf PDF
16) Building 20 Renovation from 1989.pdf PDF
13) OIT Horizontal Cable Requirements.pdf PDF
8) Pre-Construction Risk Assessment (PCRA).pdf PDF
17) Building 20 Asbestos Survey 2011.pdf PDF
4) Safety and Health During Construction Activities.pdf PDF
22) CONTRACTOR SAFETY AND ENVIRONMENTAL RECORD EVALUATION FORM.docx DOCX document
10) Infection Control Risk Assessment (ICRA).pdf PDF
Show all 37

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LOT

FLORIDA

A

I

R

M

A

I

L

R

O

A

D

F I R

S T

A

V E

N U

E

Retention Pond

AV PAHC SVeterans Affairs Palo Alto Health Care SystemVeterans Affairs Palo Alto Health Care System

VERTICAL

SPACE

STAIR

RCC136R

91 SF

UNASSIGNED

VACANT

SPACE

VACANT

151 SF

UNASSIGNED

VACANT

SPACE

VACANT

103A

186 SF

EMS

GYM

RCC120R

502 SF

VERTICAL SPACE

STAIR

RCC138R

144 SF

EMS

STORAGE

RCC112R

739 SF

ENGINEERING

ELECTRICAL CLOSET

RCC122R

113 SF

UNASSIGNED VACANT

SPACE

VACANT

97 SF

UNASSIGNED

VACANT

SPACE

VACANT

139 SF

UNASSIGNED VACANT

SPACE

GYM

553 SF

EMS

STORAGE

RCC127R

163 SF

ENGINEERING

ELECTRICAL

CLOSET

RCC126R

57 SF

EMS

H.A.C.

RCC129R

48 SF

VERTICAL

SPACE

ELEVATOR

RCC141R

55 SF

EMS

OFFICE

RCC128R

246 SF

EMS

OFFICE

RCC117R

128 SF

EMS

STORAGE

RCC132R

817 SF

EMS

STORAGE

RCC131R

424 SF

VERTICAL SPACE

ELEVATOR

RCC140R

88 SF

EMS

MOTOR POOL / GROUND

UNIT

RCC123R

2,468 SF

ENGINEERING

ELECTRICAL CLOSET

RCC124R

72 SF

ENGINEERING

STORAGE

RCC109R

401 SF

ENGINEERING

MECHANICAL

RCC102R

416 SF

TENANT SPACE

JESSE BROWN STOR.

RCC137R

5,208 SF

EMS

STORAGE

RCC130R

697 SF

A&MM ADMIN

MED. RECORDS STORAGE

RCC134R

4,182 SF

EMS

STORAGE

RCC121R

379 SF

EMS

BUSES/TRACTORS PARK.

RCC114R

2,975 SF

UNASSIGNED VACANT

SPACE

MECHANICAL BAY

RCC101R

1,869 SF

VERTICAL

SPACE

STAIR

RCC143R

128 SF

EMS

STORAGE

RCC110R

164 SF

EMS

STORAGE

RCC113R

227 SF

VERTICAL SPACE

CHASE

RCC142R

21 SF

COMMON SPACE

CORRIDOR

RCC103R

66 SF

COMMON SPACE

CORRIDOR

RCC106R

143 SF

COMMON SPACE

CORRIDOR

RCC104R

610 SF

COMMON SPACE

CORRIDOR

RCC108R

135 SF

EMS

LOUNGE

RCC116R

190 SF

EMS

TOILET

50 SF

EMS

TOILET

50 SF

EMS

TOILET

RCC115R

57 SF

EMS

TOILET

RCC119R

36 SF

EMS

TOILET

RCC118R

174 SF

VERTICAL SPACE

STAIR

RCC139R

79 SF

VERTICAL SPACE

CHASE

RCC102C

20 SF

EMS

STORAGE

RCC111R

226 SF

EMS

STORAGE

RCC133R

178 SF

VERTICAL SPACE

CHASE

RCC101C

21 SF

COMMON

SPACE

CORRIDOR

RCC105R

121 SF

COMMON SPACE

CORRIDOR

RCC107R

1,773 SF

EMS

OFFICE

RCC135R

1,208 SF

Scale: 1/8"=1'-0"

U.S. Department of Veterans Affairs

AutoCAD SHX Text

WEST 'G' STREET

AutoCAD SHX Text

TO EDWARD HINES JR. VA MEDICAL CENTER

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

AREA WELL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text C1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE PRIOR TO FABRICATION. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE PRIOR TO FABRICATION. 2. S.O.W. AND SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT S.O.W. AND SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS, IN CASES OF DISCREPANCIES BETWEEN THE THREE, THE SOW SHALL GOVERN, FOLLOWED BY THE SPECIFICATIONS AND THEN THE DRAWINGS. 3. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 4. EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE DRAWINGS EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY AND SHALL BE FIELD VERIFIED PRIOR TO THE START OF WORK. SUBMIT CONDITIONS THAT DIFFER FROM THAT INDICATED ON THE CONTRACT DOCUMENTS FOR REVIEW BY THE C.O.R. PRIOR TO THE START OF WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE WORK ON THE SITE. 6. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO THE DEMOLITION AND CONSTRUCTION OPERATIONS, AND WHERE EXISTING ELEMENTS ARE REMOVED, DAMAGED OR OTHERWISE AFFECTED BY THE NEW WORK, THEY ARE TO BE REPAIRED, REPLACED OR EXTENDED AS REQUIRED TO PROVIDE A COMPLETE OPERATIONAL SYSTEM. 7. DETAILS ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPES OF DETAILING DETAILS ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPES OF DETAILING REQUIRED FOR THE WORK. 8. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED, WHERE SPECIFIC DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED, WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE COR. 9. ALL DISSIMILAR METALS ARE TO BE EFFECTIVELY ISOLATED FROM EACH OTHER TO ALL DISSIMILAR METALS ARE TO BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN. 10. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WAS GRASS AT THE START ALL AREAS DISTURBED DURING CONSTRUCTION THAT WAS GRASS AT THE START OF CONSTRUCTION SHALL HAVE NEW SOD INSTALLED.

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

NTS

AutoCAD SHX Text C1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 578-21-703

AutoCAD SHX Text

AutoCAD SHX Text Edward Hines VISN 12

AutoCAD SHX Text Hines

AutoCAD SHX Text

IL

AutoCAD SHX Text

EHRM TRAINNG AND ADMIN

AutoCAD SHX Text

SPACE SUPPORT PHASE 1

AutoCAD SHX Text

PROJECT INFORMATION,

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text A-001

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Robertson

AutoCAD SHX Text

AutoCAD SHX Text 12/30/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT PLANNING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROVIDE CONSTRUCTION FENCE AROUND SITE

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

ELEVATION NUMBER SHEET NUMBER

AutoCAD SHX Text

DETAIL NUMBER SHEET NUMBER

OPEN

AV PAHC SVeterans Affairs Palo Alto Health Care SystemVeterans Affairs Palo Alto Health Care System

Scale: 1/8"=1'-0"

U.S. Department of Veterans Affairs

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

AREA WELL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 578-21-703

AutoCAD SHX Text

AutoCAD SHX Text Edward Hines VISN 12

AutoCAD SHX Text Hines

AutoCAD SHX Text

IL

AutoCAD SHX Text

EHRM TRAINING AND ADMIN

AutoCAD SHX Text

SPACE SUPPORT PHASE 1

AutoCAD SHX Text

DEMOLITION PLANS

AutoCAD SHX Text A-100

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Robertson

AutoCAD SHX Text

AutoCAD SHX Text 12/30/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT PLANNING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEVEL 1 DEMOLITION PLAN

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text D1

AutoCAD SHX Text

LEVEL 2 DEMOLITION PLAN

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text D2

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

DEMOLISH INTERIOR PARTITIONS (TYP)

AutoCAD SHX Text DEMOLISH INTERIOR METAL MESH AND CHAIN LINK PARTITIONS UNLESS NOTED OTHERWISE (TYP)

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

ROOF LEVEL DEMOLITION PLAN

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text D3

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

DEMOLISH EPDM ROOF ASSEMBLY DOWN TO DECK (TYP)

AutoCAD SHX Text

EXISTING METAL ROOF TO REMAIN

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING GUTTERS

AutoCAD SHX Text

EXISTING CURB TO REMAIN

AutoCAD SHX Text REMOVE EXITING AIR HANDLING UNITS AND ASSOCIATED ELECTRICAL AND MECHANICAL. EXISTING STEEL BEAMS AND POSTS AND EXISTING ROOF CURBS TO REMAIN

AutoCAD SHX Text

DEMOLISH ELEVATOR ROOF OVER RUN AND PROVIDE TEMPORARY DECK INFILL AND ROOFING.

AutoCAD SHX Text

DEMOLISH ROOF TOP ELECTRICAL AND MECHANICAL EQUIPMENT AND RAILS.

AutoCAD SHX Text REMOVE EXITING AIR HANDLING UNITS AND ASSOCIATED ELECTRICAL AND MECHANICAL. INFILL OPENINGS WITH REINFORCED CONCRETE PRIOR TO RE-ROOFING

AutoCAD SHX Text

INTERIOR PARTITIONS TO REMAIN (TYP)

AutoCAD SHX Text

DEMOLISH INTERIOR PARTITIONS, ASSOCIATED DOORS AND FRAMES (TYP)

AutoCAD SHX Text

INTERIOR PARTITIONS TO REMAIN (TYP)

AutoCAD SHX Text DEMOLISH INTERIOR SUSPENDED CEILINGS AND ABOVE CEILING DUCTS, LIGHTING AND ELECTRICAL DISTRIBUTION (TYP)

AutoCAD SHX Text DEMOLISH INTERIOR SUSPENDED CEILINGS AND ABOVE CEILING DUCTS, LIGHTING AND ELECTRICAL DISTRIBUTION

AutoCAD SHX Text

DEMOLISH INTERIOR COLUMN COVERS (TYP)

AutoCAD SHX Text

DEMOLISH INTERIOR COLUMN COVERS (TYP)

AutoCAD SHX Text

INTERIOR METAL MESH AND CHAIN LINK PARTITIONS TO REMAIN ON 1ST FLOOR (TYP)

AutoCAD SHX Text

DEMOLISH INTERIOR AIR HANDLING UNIT AND ASSOCIATED DUCTWORK

AutoCAD SHX Text

DEMOLISH FURRING

AutoCAD SHX Text

STEAM EQUIPMENT TO REMAIN

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

INTERIOR PARTITIONS TO REMAIN (TYP)

GENERAL NOTES: 1. ABATE ALL FLOOR TILE AND ABATE ALL FLOOR TILE AND MASTIC IN ROOMS AND CORRIDORS OTHER THAN THOSE SCHEDULED TO REMAIN.

Scale: 1/8"=1'-0"

U.S. Department of Veterans Affairs

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text IN ROOF AREAS WERE THE INSULATION EXCEEDS 3" THE INSULATION SHALL BE SPLIT INTO TWO EQUAL LAYERS OF POLYISO INSULATION. THE SEAMS SHALL BE STAGGERED A MINIMUM OF 12" IN BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT GYPSUM 38" GLASS MATT GYPSUM BOARD. STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

NOTE: ALL ROOF ASSEMBLY LAYERS SHALL BE FULLY ADHERED

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text

POLYISO INSULATION SEAMS STAGGERED A MINIMUM OF 12" IN BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

NOTE: ALL ROOF ASSEMBLY LAYERS SHALL BE FULLY ADHERED

AutoCAD SHX Text

STAINLESS STEEL BAND CLAMP AND SEALANT

AutoCAD SHX Text

60 MIL PVC FLASHING

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text

POLYISO INSULATION SEAMS STAGGERED A MINIMUM OF 12" IN BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

STAINLESS STEEL THROUGH WALL FLASHING

AutoCAD SHX Text

60 MIL PVC FLASHING ADHERED TO WALL TERMINATE UNDER COPING FLASHING

AutoCAD SHX Text

EXISTING BRICK TO REMAIN

AutoCAD SHX Text

NEW BRICK PARAPET WALL SEE ELEVATION FOR EXTENT INTERIOR WYTHE TO BE 6" CMU

AutoCAD SHX Text

COPING TO MATCH EXISTING

AutoCAD SHX Text

14" DIA X 3" LONG STAINLESS STEEL SET PIN EVERY 3'-0" OC

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text CONT TREATED WOOD BLOCKING W/ SLOPED TOP CHEMICALLY ANCHORED INTO CONCRETE. EXPANSION ANCHORS ARE NOT PERMITTED

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT GYPSUM 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

60 MIL PVC FLASHING ADHERED TO WALL TERMINATE AND SEAL TOP OF MEMBRANE

AutoCAD SHX Text

REUSE OR REPLACE EXISTING GUTTER

AutoCAD SHX Text

GUTTER STRAP

AutoCAD SHX Text 3" POLYISO INSULATION AT GUTTERS TAPER UP TO TWO LAYERS OF 6" POLYISO INSULATION. MANTAIN A MINIMUM OF " PER FOOT SLOPE14" PER FOOT SLOPE

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT GYPSUM 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

NOTE: ALL ROOF ASSEMBLY LAYERS SHALL BE FULLY ADHERED

AutoCAD SHX Text

18 GA GALV STEEL CAP WITH 3" SEMI RIGID INSULATION ADHERED TO THE UNDERSIDE

AutoCAD SHX Text

60 MIL PVC FLASHING

AutoCAD SHX Text 1-1/2" WIDE PREFABRICATED GALVANIZED ROOF CURB WITH FACTORY INSTALLED MINERAL WOOL INSULATION AND NAILER

AutoCAD SHX Text

POLYISO INSULATION SEAMS STAGGERED A MINIMUM OF 12" IN BOTH DIRECTIONS

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text

POLYISO INSULATION SEAMS STAGGERED A MINIMUM OF 12" IN BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

60 MIL PVC FLASHING ADHERED TO WALL TERMINATE UNDER COPING

AutoCAD SHX Text

EXISTING BRICK TO REMAIN

AutoCAD SHX Text

NEW BRICK PARAPET WALL SEE ELEVATION FOR EXTENT INTERIOR WYTHE TO BE 4" CMU

AutoCAD SHX Text TERRA COTTA COPING UNITS REMOVE AND REINSTALL OR PROVIDE NEW AS REQUIRED FOR A COMPLETE COPING. SET IN BED OF MORTAR.

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

LADDER TYPE GALV WIRE JOINT REINFORCING

AutoCAD SHX Text

LADDER TYPE GALV WIRE JOINT REINFORCING (TYP)

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text CONT TREATED WOOD BLOCKING CHEMICALLY ANCHORED INTO CONCRETE. EXPANSION ANCHORS ARE NOT PERMITTED

AutoCAD SHX Text

EXISTING CONCRETE STRUCTURE

AutoCAD SHX Text CONT LAYER OF " GLASS MATT GYPSUM 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

60 MIL PVC FLASHING ADHERED TO WALL TERMINATE AND SEAL TOP OF MEMBRANE

AutoCAD SHX Text 2" POLYISO INSULATION AT GUTTERS TAPER UP TO TWO LAYERS OF 6" POLYISO INSULATION. MANTAIN A MINIMUM OF " PER FOOT SLOPE14" PER FOOT SLOPE

AutoCAD SHX Text

STAINLESS STEEL TERMINATION BAR AND CONT SEALANT

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE AND REPLACE BRICK AS INDICATED ON A-300.

AutoCAD SHX Text PEEL AND STICK MODIFIED BITUMINOUS FLASHING WITH STAINLESS STEEL DRIP EDGE RUN UP WALL MAXIMUM OF 8"

AutoCAD SHX Text

PAINT EXISTING LINTEL PRIOR TO REINSTALLATION OF BRICK & FLASHING

AutoCAD SHX Text

REMOVE AND REPLACE PERIMETER SEALANT AND BACK ROD

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

60 MIL PVC MEMBRANE

AutoCAD SHX Text

POLYISO INSULATION SEAMS STAGGERED A MINIMUM OF 12" IN BOTH DIRECTIONS

AutoCAD SHX Text

EXISTING CONCRETE ROOF DECK

AutoCAD SHX Text CONT LAYER OF " GLASS MATT 38" GLASS MATT GYPSUM BOARD STAGGER SEAMS A MINIMUM OF 12" FROM INSULATION LAYER BELOW

AutoCAD SHX Text

NOTE: ALL ROOF ASSEMBLY LAYERS SHALL BE FULLY ADHERED

AutoCAD SHX Text

STAINLESS STEEL BAND CLAMP AND SEALANT

AutoCAD SHX Text

60 MIL PVC FLASHING

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

CHEMICAL ANCHORS INTO CONCRETE. EXPANSION ANCHORS ARE NOT PERMITTED

AutoCAD SHX Text

FILL TUBE WITH SPRAY FOAM INSULATION

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 578-21-703

AutoCAD SHX Text

AutoCAD SHX Text Edward Hines VISN 12

AutoCAD SHX Text Hines

AutoCAD SHX Text

IL

AutoCAD SHX Text

EHRM TRAINING AND ADMIN

AutoCAD SHX Text

SPACE SUPPORT PHASE 1

AutoCAD SHX Text

ROOF PLANS AND DETAILS

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Robertson

AutoCAD SHX Text

AutoCAD SHX Text 12/30/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT PLANNING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEVEL 2 DEMOLITION PLAN

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text D3

AutoCAD SHX Text

NORTH

AutoCAD SHX Text AT PENTHOUSE REPLACE EXISTING SCUPPER BOX AND DOWNSPOUTS. PROVIDE NEW SPLASH BLOCKS.

AutoCAD SHX Text

EXISTING METAL ROOF TO REMAIN

AutoCAD SHX Text

EXISTING GUTTERS TO BE REPLACED

AutoCAD SHX Text

NEW CRICKET

AutoCAD SHX Text

EXISTING STEEL BEAMS AND POSTS TO REMAIN. PREP AND PAINT

AutoCAD SHX Text

NEW GALVANIZED METAL GRATING STAIR AND GUARD RAILS

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +3-1/4" ABOVE CONC DECK

AutoCAD SHX Text

H.P. T/MEMBRANE T/MEMBRANE +6-1/4" ABOVE CONC DECK

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +3-1/4" ABOVE CONC DECK

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +3-1/4" ABOVE CONC DECK

AutoCAD SHX Text

H.P. T/MEMBRANE T/MEMBRANE +6-1/4" ABOVE CONC DECK

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +3-1/4" ABOVE CONC DECK

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +3-1/4" ABOVE CONC DECK

AutoCAD SHX Text

H.P. T/MEMBRANE T/MEMBRANE +6-1/4" ABOVE CONC DECK

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +3-1/4" ABOVE CONC DECK

AutoCAD SHX Text

TAPER INSULATION FROM 3" THICK TO 6" THICK FROM ROOF EDGE

AutoCAD SHX Text

NEW CRICKET

AutoCAD SHX Text

EXISTING GUTTERS TO BE REPLACED

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP PENTHOUSE ROOF

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

MAIN ROOF

AutoCAD SHX Text

L.P. T/MEMBRANE T/MEMBRANE +6-1/4" ABOVE CONC DECK

AutoCAD SHX Text

T/MEMBRANE +6-1/4" ABOVE CONC DECK

AutoCAD SHX Text 12'

AutoCAD SHX Text

TAPER INSULATION FROM 3" THICK TO 6" THICK FROM ROOF EDGE

AutoCAD SHX Text 12'

AutoCAD SHX Text EXISTING ROOF DECK IS ASSUMED TO BE SLOPED PROVIDE TWO 3" LAYERS OF INSULATION WITH STAGGERED SEAMS

AutoCAD SHX Text CONTRACTOR SHALL HAMMER SOUND 100% OF EXPOSED EXTERIOR CONCRETE ROOF DECK TO DETERMINE THE EXTENT OF REQUIRED REPAIR. REFER TO SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

1. AT THE END OF EVERY SHIFT THE CONTRACTOR SHALL SEAL THE AT THE END OF EVERY SHIFT THE CONTRACTOR SHALL SEAL THE BUILDING AGAINST WATER INTRUSION. 2. CONTRACTOR SHALL HAMMER SOUND 100% OF EXPOSED EXTERIOR CONTRACTOR SHALL HAMMER SOUND 100% OF EXPOSED EXTERIOR CONCRETE ROOF DECK TO DETERMINE THE EXTENT OF REQUIRED REPAIR. REFER TO SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

LIMIT OF WORK

LIMIT OF WORK

Scale: 1/8"=1'-0"

U.S. Department of Veterans Affairs

AutoCAD SHX Text

U.S. AIR

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

SE RVICE

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 3'

AutoCAD SHX Text 3'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 7'

AutoCAD SHX Text 7'

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 7'-2"

AutoCAD SHX Text 7'-2"

AutoCAD SHX Text 6'-4"

AutoCAD SHX Text 6'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 578-21-703

AutoCAD SHX Text

AutoCAD SHX Text Edward Hines VISN 12

AutoCAD SHX Text Hines

AutoCAD SHX Text

IL

AutoCAD SHX Text

EHRM TRAINING AND ADMIN

AutoCAD SHX Text

SPACE SUPPORT PHASE 1

AutoCAD SHX Text

DEMOLITION PLANS

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Robertson

AutoCAD SHX Text

AutoCAD SHX Text 12/30/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT PLANNING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text GENERAL NOTES 1. ALL SIGNS SHALL BE REMOVED PRIOR TO THE START OF CONSTRUCTION AND SAVED. THE ALL SIGNS SHALL BE REMOVED PRIOR TO THE START OF CONSTRUCTION AND SAVED. THE OWNER WILL INSTRUCT THE CONTRACTOR WHICH SIGNS ARE TO BE REMOUNTED AS PART OF THE PROJECT. 2. 100% OF THE EXTERIOR MASONRY AND CONCRETE SHALL BE CLEANED. THE WINDOWS AND 100% OF THE EXTERIOR MASONRY AND CONCRETE SHALL BE CLEANED. THE WINDOWS AND THE EXPOSED PAINTED METAL SHALL BE PROTECTED DURING CLEANING OPERATIONS. AT THE END OF THE PROJECT THE MASONRY AND CONCRETE SHALL BE SEALED. CLEAN ALL WINDOWS AND FRAMES AT THE END OF THE PROJECT. 3. MAXIMUM ALLOWABLE WATER PRESSURE FOR ANY ACTIVITY IS 30 PSI. NOZZLE SHALL BE HELD MAXIMUM ALLOWABLE WATER PRESSURE FOR ANY ACTIVITY IS 30 PSI. NOZZLE SHALL BE HELD A MINIMUM OF 12" AWAY FROM SURFACE AT ALL TIMES. 4. ALL EXPOSED STEEL LINTELS, DOOR FRAMES, DOORS, OVERHEAD DOORS, CORNER GUARDS ALL EXPOSED STEEL LINTELS, DOOR FRAMES, DOORS, OVERHEAD DOORS, CORNER GUARDS AND EXPOSED STEEL TO REMAIN SHALL BE PREPARED AND PAINTED. MATCH EXISTING COLOR 5. DOWNSPOUTS IN AREAS REQUIRING MASONRY WORK SHALL BE REMOVED TO FACILITATE WORK DOWNSPOUTS IN AREAS REQUIRING MASONRY WORK SHALL BE REMOVED TO FACILITATE WORK AND BE REINSTALLED OR REPLACED AFTER THE MASONRY WORK. ALL CAST IRON STORM CONNECTIONS TO REMAIN IN PLACE. ROD OUT ALL STORM LINES TO THE NEAREST MANHOLE. NOTIFY THE C.O.R. IMMEDIATELY IF A STORM LINE CANNOT BE RODDED OUT. 6. ALL EXTERIOR BUILDING LIGHTS AND ASSOCIATED CONDUIT SHALL BE REMOVED PRIOR TO THE ALL EXTERIOR BUILDING LIGHTS AND ASSOCIATED CONDUIT SHALL BE REMOVED PRIOR TO THE START OF MASONRY RESTORATION. 7. ALL PERIMETER WINDOW SEALS SHALL BE REMOVED AND REPLACED WITH NEW SEALANT AND ALL PERIMETER WINDOW SEALS SHALL BE REMOVED AND REPLACED WITH NEW SEALANT AND BACKER ROD. PROVIDE WEEPS 2'-0" IN ALL SILL SEALANT JOINTS. 8. INSTALL NEW 4” X 4” X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR INSTALL NEW 4” X 4” X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR X 4” X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR FRAMES THAT DO NOT CURRENTLY HAVE CORNER GUARDS. CORNER GUARDS ARE TO BE CHEMICALLY ANCHORED INTO MASONRY. EXPANSION ANCHORS ARE NOT ACCEPTABLE. 9. REFER TO SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR ADDITIONAL REFER TO SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL HAMMER SOUND 100% OF EXPOSED EXTERIOR CONCRETE AND ROOF DECK TO DETERMINE THE EXTENT OF REQUIRED REPAIR. ROUT OUT ALL CRACKS IN THE CONCRETE BEAMS AND WINDOW SILLS AND INSTALL BOND BREAKER TAPE AND CONTINUOUS SEALANT. LEGEND TUCKPOINT HATCH: BRICK RETURNS AT PILASTERS AND WINDOWS ARE INCLUDED IN THE TUCKPOINTING UNLESS SPECIFICALLY NOTED AS EXCLUDED. REPLACEMENT HATCH: REPLACE ONE WYTHE OF BRICK UNLESS NOTED OTHERWISE. BRICK RETURNS AT PILASTERS AND WINDOWS ARE INCLUDED IN THE REPLACEMENT UNLESS SPECIFICALLY NOTED AS EXCLUDED. REPLACEMENT AREAS SHALL BE TOOTHED INTO THE SURROUNDING BRICK WORK. SUBMIT BRICK SAMPLES TO COR FOR APPROVAL. CONCRETE REPLACEMENT AND REPAIR HATCH

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXISTING GROUT BETWEEN STONE PANEL JOINTS AND INSTALL SEALANT AND BACKER ROD

AutoCAD SHX Text

INFILL EXISTING DOOR OPENING WITH 4" BRICK AND 6" CMU WALL.

AutoCAD SHX Text

INSTALL 2" DEEP ALUMINUM COMPOSITE MATERIAL PANEL AND 6" MINERAL WOOL INSULATION

AutoCAD SHX Text

INFILL EXISTING OPENING WITH 2 WYTHES OF BRICK

AutoCAD SHX Text

REMOVE SPALLED CONCRETE, CORROSION PROTECT STEEL AND REPAIR CONCRETE

AutoCAD SHX Text

REMOVE SPALLED CONCRETE, CORROSION PROTECT STEEL AND REPAIR CONCRETE

AutoCAD SHX Text

REPAIR DAMAGED CONCRETE SILL

AutoCAD SHX Text

REPAIR DAMAGED CONCRETE SILL

AutoCAD SHX Text

REPAIR DAMAGED CONCRETE SILL

AutoCAD SHX Text

REPAIR DAMAGED CONCRETE SILL

AutoCAD SHX Text DEMOLISH EXISTING PARAPET WALL. REBUILD MULTI-WYTHE WALL. REUSE EXISTING COPING STONES IF SALVAGEABLE. REPLACE COPING STONES IF REQUIRED. PROVIDE STAINLESS STEEL THRU-WALL FLASHING UNDER COPING STONES.

AutoCAD SHX Text

NORTH PENTHOUSE ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

WEST PENTHOUSE ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

SOUTH PENTHOUSE ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

EAST PENTHOUSE ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text PENTHOUSE NOTES: 1. REPAIR ALL SPALLED EXPOSED REPAIR ALL SPALLED EXPOSED CONCRETE, ROUT AND SEAL ALL CRACKS AND SEAL CONCRETE AFTER REPAIR 2. REMOVE GLAZING FROM WINDOWS REMOVE GLAZING FROM WINDOWS PREP AND PAINT EXISTING WINDOW FRAMES RE-GLAZE AND RESEAL WINDOWS 3. REMOVE AND REPLACE SCUPPER REMOVE AND REPLACE SCUPPER BOXES AND DOWNSPOUTS REPAIR BRICK AND REINSTALL.

AutoCAD SHX Text NEW GALVANIZED STEEL GRATING STAIR WITH GALVANIZED STEEL PIPE HANDRAILS SUPPORTED ON HSS STEEL POSTS ANCHORED TO ROOF DECK AND CLIPPED TO EXISTING CONCRETE WALL BEAM

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

REPAIR OVERHEAD DOORS TO WORKING ORDER

AutoCAD SHX Text MOCK-UP: INCLUDES BRICK REPLACEMENT, TUCKPOINTING, CONCRETE REPAIR AND PERIMETER WINDOW SEALANT

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

DEMOLISH EXISTING ELEVATOR OVER-RUN AND PROVIDE TEMPORARY DECK AND ROOFING.

AutoCAD SHX Text

REMOVE EXISTING EXTERIOR LIGHTING AND CONDUIT (TYP)

AutoCAD SHX Text

REMOVE EXISTING EXTERIOR LIGHTING AND CONDUIT (TYP)

AutoCAD SHX Text

REMOVE EXISTING EXTERIOR LIGHTING AND CONDUIT (TYP)

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

PROVIDE AND INSTALL NEW INSULATED GLAZING

PROVIDE AND INSTALL NEW INSULATED GLAZING

Sheets and Views
Layout1

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