Attachment 0003 - Appendix B - Plans.pdf

PDF 11 MB Posted Jan 28, 2020

Attached to: Repair Roof Building 212
Solicitation number: W52P1J20R5002
Issued by: Department of the Army Materiel Command Joint Munitions Command

About this file

Written by GovTribe AI · Dec 27, 2023

This pre-solicitation synopsis provides notice for solicitation number W52P1J20R5002 regarding a construction project to repair the roof of Building 212 at Rock Island Arsenal in Illinois. The project entails a base bid and four option bids to re-cover approximately 41,000 to 48,000 square feet of an existing low-slope EPDM roof with a new EPDM membrane system. The work also includes repairing or replacing roof drains, flashing, joints, coping systems, and other roofing system components. Responses are due by December 31, 2019. The total estimated value is between $1 million and $5 million. The requirement is set aside for small businesses. The NAICS code is 238160. Performance and payment bonds are required. The point of contact is provided.

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Other files

File	Type	Posted
Attachment 0002 - Appendix A - Specifications.pdf	PDF	Jan 28, 2020
Attachment 0005 - Access Control Record Check Request Form.pdf	PDF	Jan 28, 2020
W52P1J20R5002 -- Solicitation.pdf	PDF	Jan 28, 2020
Attachment 0001 - Scope of Work dated 18 December 2019.pdf	PDF	Jan 28, 2020
Attachment 0004 - Davis Bacon Wage Determinations dated 05 December 2019.pdf	PDF	Jan 28, 2020

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2 3

4 5

ROCK ISLAND ARSENAL

U S

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

R O

C K

LAND

R S

E N

A L

D A

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

P R

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

PR NO:

FY: 2020

-2

B L

D G

O O

R E

P A

APPENDIX B

REPAIR BLDG 212 ROOF

PROJECT:

G-001

C O

V E

R S

H E

E T

2018-2936

2 3

4 5

D A

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

P R

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

(MEC)

TOWER

(MEC)

TOWER

SOUTH

W E

E A

NORTH

DRIVE

F R E E

D O

D R

BECK AVENUE

W H

T E

M O

H O

B B

B U

F F

G T

O N

DURNIN AVENUE

DRIV

NORTH

S T

R E

E T

S T

R E

E T

BENET AVENUE

AVENUE

CHESTNUT AVENUE

S T

R E

E T C

O U

R T

W A

L K

E R

K E

N N

U R

P A

T T

O N

C O

U R

M U

R P

H Y

C H

A M

B E

R L

A I N

C O

U R

M a c

A R

T H

U R

G O

L F

L A

N E

CIRCLE

PROSPECT

COURT

PROSPECT

S T

R E

S T

R E

S T

S E

C O

N D

T H

R O S T R

U M

A D

TRAIL

DISCOVERY

AMERICAN

20FL

52A

F O

M S

T R

RAMSEY ROAD

312FL

68GNPARKING

311SN

346FL

301FL

68SN

14A

150P

11P

15P

30-G

70-G

2-G 3-G

4-G

6-G

62 64 66

301-G

204203

PARKING

SHED

8 12

79 83

76 77

81-G

T186

363 362

13A

7-G

X X

PARKING

P A

R K

22A

24B

47CPY

47B

47C

92G2

92G1

93G1

93G2

94G1

94G2

95G1

95G2

96G1

96G2

97G2

97G1

98G1

98G2 98G3

99G3

99G2

99G1

100G1

100G2

215B

SWITA

SUBSC

SUBSB

81320

246CPY

PARKING

S T

R E

E T

S T

R E

E T

PARKING

RODMAN AVENUE

NORTHAVENUE

P E

R S

EAST

NORTH AVENUE

PARKING

R O

C K

A N

AVENUE

U .S . G

O V

E R

N M

I D

G E

PARKING

RODMAN

D A V E N P

O R T

DRIVE

L E

S P

IEPARKING

PARKING

F L

A G

L E

P E

R S

PARKING

TERRACEDRIVE

PARKING

KING

SOUTH AVENUE

PARKING

E A

S T

AVENUE

RODMAN

DRIVE

BECK

SYLVAN

DRIVE

ENUE

KING

DRIVE

BURR

D R

N T

R O

A D

PROSPECT

DRIV

D R

C E

M E T E

R Y

D R

E B

U R

DYKE

ROAD

BLUNT

ROAD

PARKING

TOWER (MEC)

M O L

G E

CONFEDERATE

CEMETERY

RANGE

PRACTICE

PARKING

S Y

L V

AVE

PARKING

A D

PARKING

GOLF

G O

E T

DRIVE

CEMETERY

NATIONAL

POST

FIELD

MEMORIAL

PARK

NORTH AVENUE

NORTHAVENUE

NORTH AVENUE

D Y

K E

O A

S Y

L V

A N

D R I V

DAVENPORT

DRIV

L M

L A

P A

R K

R .I

D U

C L

DAVENPORT

C L

C O

U R

L A

N E

B U

T L E

L A

N E

F A

R L E

PARKING

WILLIE

L A

N E

M O S

K A L

A L

A N

CEMETERY

NATIONAL

CEMETERY

NATIONAL

PARKING PARKING

PARKING

CEMETERY

NATIONAL

ISLAND

SYLVAN

N O

BETTENDORFDAVENPORT

MOLINEROCK ISLAND

C A N A L

P O O L

S Y L V A N S L O U G H

IS S I S S I P P I

R I

V E

E. RIVER DR.

GRANT ST.

4TH AVE

1ST AVE

2ND ST.

4TH ST.

3RD ST.

STATE ST.

SHELTER

ACP

F O

M S

T R

(MEC)

TOWER

(MEC)

TOWER

P A

R K

GPARKING

P A

R K

PARKING

X X

X X X

X X

X X X X X X

X X X

X X

X X X X X X X X X X

X X

XXX

XX X

X X X

X X

XXX

X X

X X X X X X

X X X

X X

X X X

X X

X XX X

X X X

X X X X

X X

X X X X X X X X X

X X

XXX X

X X

275SN

48SN

320SN

PARKING

X X

KINGSBURY AVE

BAUMBECK AVENUE

KINGSBURY

INDEX OF DRAWINGS

GENERAL

TITLE OF DRAWING

ID.

SHEET

ID.

SHEET

TITLE OF DRAWING

ID.

SHEET

TITLE OF DRAWING

ID.

SHEET

TITLE OF DRAWING

ARCHITECTURAL

IOWA

ILLINOIS

MISSOURI

I N

D I A

N A

DAVENPORT MOLINE

CHICAGO

ST. LOUIS

ISLAND

ROCK

WISCONSIN

0 50

MILES

KENTUCKY

ROCK ISLAND

ARSENAL

BETTENDORF

COVER SHEETG-001

PROJECT LOCATION AND DRAWING INDEXG-002

VICINITY MAP

D R

A W

G I

N D

E X

A N

P R

O J E

C T L

O C

A T

G-002

AERIAL MAP OF ROCK ISLAND ARSENAL

NOT TO SCALE (NTS)NOT TO SCALE (NTS)

AND BUILDING LOCATIONS

SEE SHEET G-003 FOR ENLARGED PLAN

ARCHITECTURAL

ABBREVATIONS, SYMBOLS, AND GENERAL SHEET NOTESG-004

ROOF KEY PLANA-101

DETAILS A-501

PHOTO KEY 1A-901

PHOTO KEY 2A-902

PHOTO KEY 3A-903

ROOF PHOTOS 1A-904

ROOF PHOTOS 2A-905

ROOF PHOTOS 4A-906

ROOF PHOTOS 5A-907

ROOF PHOTOS 6A-908

SITE MAP AND BLDG LOCATIONSG-003

GENERAL SHEET NOTESG-005

ROOF PLAN: BASE BIDA-102

ROOF PLAN: BID OPTION 1A-103

ROOF PLAN: BID OPTION 2A-104

ROOF PLAN: BID OPTION 3A-105

ROOF PLAN: BID OPTION 4A-106

ROOF PLAN: BID OPTION 4A-107

ROOF PHOTOS 7A-909

PHOTO PLAN KEYA-900

2 3

4 5

D A

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

P R

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

208 211

AVENUE

RODMAN PARKING

PARKING

X X X X X X X

X X X X X X X X X

X X

KINGSBURY AVE

BAUMBECK AVENUE

KINGSBURY

G-003A1

ENLARGED ISLAND MAP

NOT TO SCALE (NTS)

B L

D G L

O C

A T

N S

E M

A P

SHEET NOTES

FROM ROOFING ACTIVITIES.

INCLUDES INTERIOR AREAS SUBJECT TO FALLING DEBRIS

THE JOB SITE. SEE SPECIFICATIONS FOR DETAILS. THIS

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING 8.

GRANTED.

ADVANCE TO BLOCK ENTRANCES, BUT THESE MAY NOT BE

POINTS. THE CONTRACTOR CAN MAKE REQUESTS IN

THE CONTRACTOR SHALL NOT BLOCK DOORS OR ENTRY 7.

EQUIPMENT UPON CUSTOMER REQUEST.

CONTRACTOR SHALL MOVE MATERIALS AND/OR

JMTC WILL REQUIRE ACCESS ALONG BUILDING 211. THE 6.

WEEKS IN ADVANCE WITH THE C.O.R.

THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2 5.

REMOVAL OF DEMOLISHED ITEMS.

MUST BE MOVED AFTER THE DELIVERY OF MATERIALS OR

MATERIALS, EQUIPMENT, AND/OR DEMOLITION. CRANES

MAY BE SETUP TEMPORARILY FOR THE DELIVERY

DRIVES NORTH AND SOUTH OF BUILDING 212. CRANES

THE CONTRACTOR WILL BE GRANTED ACCESS ALONG THE 4.

LOCATION AT THE END OF THE WORK DAY.

C.O.R. WILL DETERMINED THE DUMPSTER STORAGE

THE BUILDING AT THE END OF EACH WORKING DAY. THE

WORKING DAY. DUMPSTERS WILL BE MOVED AWAY FROM

THEY ARE PLACED NEAR BUILDINGS AT THE START OF THE

REQUIREMENT. DUMPSTERS WILL BE EMPTY EACH TIME

C.O.R. AT LEAST TWO WEEKS PRIOR TO THE

CONTRACTOR WILL MAKE REQUESTS IN WRITING TO THE

DURING WORKING HOURS UPON REQUEST. THE

DUMPSTERS CAN BE LOCATED ALONG THE BUILDING

MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS.

DUMPSTERS MUST COMPLY WITH UFC 4-010-01 DoD 3.

STRUCTURAL SUPPORT AND INTEGRITY OF THE CHUTE.

CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE

THE BUILDING TO FACILITATE DEMOLITION. THE

THE CONTRACTOR MAY INSTALL A CHUTE ON THE SIDE OF 2.

AND/OR PATCHING.

BE IN ACCORDANCE WITH FULL DEPTH, PARTIAL DEPTH,

DEPENDING UPON SEVERITY OF DAMAGE REPAIRS WILL

WITH UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR.

ASPHALT REPAIRS WILL BE PERFORMED IN ACCORDANCE

HEAVY POINT LOADS. IF THE CONTRACTOR DAMAGES THE

CONTRACTOR SHALL PROTECT ASPHALT AND DISTRIBUTE 1.

Project Location

2 3

4 5

D A

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

P R

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

GENERAL NOTES

A-000

SECTION NUMBER

SECTION IS DRAWN

DWG. NO. WHERE

SECTION MARK

A-000

ELEVATION NUMBER

ELEVATION IS DRAWN

DWG. NO. WHERE

BUILDING ELEVATION MARK

NUMBER (TYP.)

ELEVATION

ELEVATION IS DRAWN

DWG. NO. WHERE

INTERIOR ELEVATION MARK

DETAIL IS DRAWN

DWG. NO. WHERE

CALLOUT HEAD

NUMBER (TYP.)

DETAIL

AREA COVERED BY DETAIL

DOOR TAG WINDOW TAG PARTITION TYPE

TAG

KEYNOTE

(HEIGHT)

CEILING TAG

0'-0" A.F.F.X0'-0"

(TYPE & HEIGHT)

CEILING TAG

CEILING HGT.

CEILING TYPE

SCALE

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

NORTH ARROW

12 B 1

PLAN, ELEVATION, SECTION, OR DETAIL NAME

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLS:

SYMBOLS:

VIEW TITLES:

TYPE

WALL/PARTITION

ARCHITECTURAL ABBREVIATIONS

A N

D G

E N

E R

A L S

H E

E T N

O T

E S

A B

B R

E V

A T

N S S

Y M

B O

L S

FDC

FAC

ETD

EXT

EXP TO STRUCT

EJ (EXP JT)

EXP

EXIST

EQUIP

ENGR

ERD

ELEC

DWG

DESC

DISP

DIM

DIA

DET

CONTR

CONT

CONST

CMU

COR

COOR

CONC

COL

CLOS

CLR

C TO C

CTR

CLG HT

CLG

CPT

CFCI

BLDG

BTM

BLKG

BHMA

AWI

AVG

ATFP

ARCH

APPROX

APP

AL / ALUM

ANOD

ACOUST.

ADJ

ACCESS

ADAAG

ACC DR

AFF

FIRE EXTINGUISHER

FEET

FIRE DEPARTMENT CONNECTION

FACTORY

ESTIMATED TRAVEL DISTANCE

EXTERIOR

EXPOSED TO STRUCTURE

EXPANSION JOINT

EXPANSION / EXPOSED

EXISTING

EQUAL

EQUIPMENT

ENGINEER

EPOXY PAINT

EMERGENCY ROOF DRAIN

ELEVATION

ELECTRICAL OR ELECTRIC

EACH

DRAWING

DESCRIPTION

DOWNSPOUT

DOWN

DOOR

DISPENSER

DIMENSION

DIAMETER

DETAIL

CUBIC YARD

CONTROL JOINT

CONTRACTOR

CONTINUOUS

CONSTRUCTION

CONCRETE MASONRY UNIT

REPRESENTATIVE

CONTRACTING OFFICER'S

CORRIDOR

CONCRETE

COLUMN

COMPANY

CLOSET

CLEANOUT

CLEAR

CERAMIC TILE

CENTER TO CENTER

CENTER LINE

CENTER

CEILING HEIGHT

CEILING

CARPET

CHANNEL

INSTALLED

CONTRACTOR FURNISHED CONTRACTOR

BUILDING

BOTTOM

BOARD

BLOCKING

BEAM

ASSOCIATION, INC.

BUILDER'S HARDWARE MANUFACTURER'S

ARCHITECTURAL WOODWORK INSTITUTE

AVERAGE

ANTI TERRORISM / FORCE PROTECTION

ARCHITECTURAL

APPROXIMATE

APPROVED

ANGLE

AND

ALUMINUM

AIR CONDITIONING

ANODIZED

ANCHOR BOLT

ACOUSTICAL

ADJUST/ ADJUSTABLE

ACCESSORIES

ACCESSIBILITY GUIDELINES

AMERICAN WITH DISABILITIES

ACCESS DOOR / PANEL

ABOVE FINISHED FLOOR

HEALTH ACT

OCCUPATIONAL SAFETY AND

OUTSIDE DIAMETER

OPPOSITE

OPEN WEB

OPENING

OPPOSITE HAND

GOVERNMENT INSTALLED

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

ON CENTER

ASSOCIATION

NATIONAL FIRE PROTECTION

NOT TO SCALE

NUMBER

NOT IN CONTRACT

MISCELLANEOUS

MINIMUM

METAL WALL PANEL

METAL

MECHANICAL

MAXIMUM

MATERIAL

MANUFACTURER

MANAGER

MASONRY OPENING

MASONRY

LOW POINT

LOUVER

LONGITUDINAL

LIGHTING

LIGHT

LEFT HAND REVERSE

LEFT HAND

LAVATORY

LANDING

LAMINATE

KICK PLATE

JOIST

JOINT

CODE

INTERNATIONAL RESIDENTIAL

INTERIOR

INSULATION

INSIDE DIAMETER

INCH

CONDITIONING

HEATING VENTILATION & AIR

HOSE BIBB

HORIZONTAL

HOLLOW METAL

HIGH POINT

HIGH

HEIGHT

HARDWARE

HANDRAIL

HOOKS

GYPSUM BOARD

GYPSUM

GOVERNMENT

GLASS

GLOSSY PAINT

GOVERNMENT INSTALLED

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GYPSUM BOARD FURRING

GALVANIZED

GAGE OR GAUGE

FIELD VERIFY

FOUNDATION

FOOTING

FLUORESCENT

FLOOR DRAIN

FLOOR

FINISHED FLOOR

FLAT PAINT

FINISH

YARD

WINDOW ROUGH OPENING

WEATHERSTRIPPING

WATER RESISTANT GYPSUM BOARD

WITHOUT

WINDOW

WOOD

WALL CLEAN OUT

WATER CLOSET

WITH

WIDTH

VENT THRU ROOF

VINYL COVE BASE

VINYL COMPOSITION TILE

VESTIBULE

VERTICAL

UNLESS NOTED OTHERWISE

UNFINISHED

UNDERWRITERS LABORATORIES

UNIFIED FACILITIES CRITERIA

TYPICAL

TOUCH-UP

TOP OF WALL

TOP OF STEEL

TOP OF CURB

TOP OF CONCRETE

TOP OF BEAM

TOP OF

TEMPERED GLASS

THRESHOLD

THICK

TELEPHONE

TOILET

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STANDARD

STAINLESS STEEL

STAIN

SQUARE

SPRAYED FIRE RESISTIVE MATERIAL

SPECIFICATION

SOUND TRANSMISSION CLASS

SIMILAR

SHEET METAL

SEMI-GLOSS PAINT

SECTION

SCHEDULE

SOLID CORE WOOD

SEALED CONCRETE

RUBBER BASE

ROUGH OPENING

ROOM

RIGHT HAND REVERSE

RIGHT HAND

ROOF DRAIN

REVISIONS / REVISED

REQUIRED

REINFORCEMENT

REFERENCE

QUARRY TILE

PREFABRICATED

PRE-MOLDED JOINT FILLER

POUNDS / SQUARE INCH

POUNDS / SQUARE FOOT

POUNDS

PLYWOOD

PLATE

PLASTER OR PLASTIC

PARTITION

PANEL

PAIR

PAINT OR PRESSURE TREATED

POWER DISTRIBUTION UNIT

OVERHEAD

OSHA

OPP

OPNG

OFGI

OFCI

NFPA

NTS

NO (#)

NIC

MISC

MIN

MWP

MTL

MECH

MAX

MATL

MANUF

MGR

MAS

LVR

LONG

LTG

LHR

LH.

LAV

LDG

LAM

JST

IRC

INT

INSUL

HVAC

HORIZ

HGT

HDW

HKS

GYP BD (GWB)

GYP

GOVT

GFGI

GFCI

GBF

GALV

FDN

FTG

FLUOR

FLR

FIN

WRO

WRGB

W/O

WDW

WCO

VTR

VCB

VCT

VEST

VERT

UNO

UNFIN

UFC

TYP

T/W

TOW

T/C

TOC

TOB

T'HOLD

THK

TEL

TOIL / TLT

SUSP

STRUCT

STOR

STL

STD

SFRM

SPEC(S)

STC

SIM

SHT MET

SGP

SECT

SCHED

SCW

RHR

REV

REQ'D

REINF

REF

PRE-FAB

PMJF

PSI

PSF

LBS OR #

PLYWD

PLAS

PART

PNL

PDU

OVHD

G-004

ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH THE WORK.

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE

WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY

INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND

ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE 30.

DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR CORRESPONDING SHEETS. 16.

GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR 15.

AND PROPERTY AS NECESSARY.

PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND 14.

SPECIFICALLY NOTED OR SHOWN ON DRAWINGS.

DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS 13.

ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.12.

MANUFACTURER'S STANDARDS OR THE APPLICABLE INDUSTRY STANDARDS.

PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER THE PRODUCT 11.

APPLIED.

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE 10.

DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. 9.

ACCURATE. VERIFY EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED AS 8.

AND RUBBISH.

THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS 7.

ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.6.

THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW WORK.5.

COMPLETE AND USABLE PRODUCT.

WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION. THE CONTRACTOR SHALL PROVIDE A THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO 4.

SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS 3.

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE

THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE 2.

APPLY TO ELEMENTS ON THE SHEET AS INDICATED, UNLESS NOTED OTHERWISE.

PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS NOTED OTHERWISE. KEYNOTES COMPLETE PLAN SET AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO ALL NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE THE 1.

FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

ROOFING SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATES FLOORS, WALLS, OR 29.

SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING.

ELECTRICAL AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS

PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, 28.

A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL INDICATED. 27.

DETAILS.

REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND

NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE 26.

AND REGULATORY AGENCIES.

THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, 25.

THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND PROCEDURES.24.

AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION 23.

IMMEDIATELY RESTORE POWER ONCE WORK IS COMPLETE AND SAFE CONDITIONS EXIST.

FOR BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL

EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE WORKING CONDITIONS SPECIFICATIONS. ALL WORK REQUIRING POWER REMOVAL SHALL BE DONE IN A TIMELY MANNER AND

THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER 22.

CLOSED ON GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE

HOURS OUTSIDE THE NORMAL RANGE REQUIRES COORDINATION AND APPROVAL FROM THE

NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY. 21.

DRAWINGS AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.

EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW

LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS. NOTE: THERE ARE

BEING INCLUDED IN THE WORK ARE GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS 20.

STRUCTURES AS NECESSARY TO FACILITATE THE WORK.

CONTRACTOR SHALL EITHER PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND

TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR CONTRACT MODIFICATION, THE 19.

DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF SITE UNLESS OTHERWISE NOTED.18.

CONTRACTOR SHALL REQUEST PARKING, JOB TRAILER, STAGING AND OTHER NECESSARY SPACES.17.

2 3

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G-005

G E

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L S

H E

E T N

O T

E S

EXISTING CONDITIONS

DEPTH.

DEPTH, AND 20 GAUGE. SEE THE LAST PHOTO PAGE FOR DETAILS ON INSULATION AND COVERBOARD

" 2 1POLYISOCYANURATE (POLYISO) INSULATION. THE STRUCTURAL ROOF DECK IS TYPE B DECKING, 1

THE EXISTING ROOFING IS A 60 MIL EPDM OVER A FIBER TYPE COVER BOARD AND

DEMOLITION AND REPAIR OF ROOF DRAINS

PROJECTS; NOT SHOWN ON PLANS. SEE PHOTOS FOR DETAILS.

DEMOLISH EXISTING ROOFING WALKWAY PADS AND MINOR DEBRIS FROM PREVIOUS CONSTRUCTION 16.

EXISTING DECKING.

STRUCTURAL SUPPORTS INDICATED TO BE DEMOLISHED SHALL BE TAKEN DOWN TO LEVEL WITH THE 15.

MATERIALS SHALL MATCH EXISTING.

COUNTER-FLASHING REPLACEMENT FOR DAMAGED OR UNSERVICABLE MATERIALS. REPLACEMENT

FOR EACH AWARDED BID OPTION: THE CONTRACTOR SHALL ALLOT AN ADDITIONAL 25 LINEAR FEET OF

FOR DAMAGED OR UNSERVICABLE MATERIALS. REPLACEMENT MATERIALS SHALL MATCH EXISTING.

BASE BID: THE CONTRACTOR SHALL ALLOT 25 LINEAR FEET OF COUNTER-FLASHING REPLACEMENT

CONTRACTOR SHALL CLEAN AND APPLY NEW SEALANTS TO EXISTING COUNTER-FLASHING.

THE CONTRACTOR SHALL INSPECT ALL EXISTING COUNTER-FLASHING FOR WEAR AND DAMAGE. THE 14.

INSTRUCTIONS.

BASED ENAMEL FORMULATED FOR METAL PRODUCTS. PREPARE COPING PER PAINT MANUFACTURER'S MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PRIME AND PAINT COPING WITH AN EXTERIOR

FASTENERS AND SEALANT JOINTS. CLEAN COPING TO ACCEPT NEW SEALANT ACCORDING TO

REMOVE EXISTING COPING AND LAP EDPM OVER COPING. RE-INSTALL COPING WITH NEW NEOPRENE 13.

BE COVERED UNDER THE 25 YEAR WARRANTY.

COVER THE OPENING AND BE CONTIGUOUS WITH THE RECOVERED ROOF. ROOFING MATERIALS SHALL EXISTING AT LEAST 1'- 4" ON BOTH ENDS. PROVIDE ADDITIONAL ROOFING SYSTEM MATERIALS TO DECK IS 20 GAUGE, 1.5" HEIGHT, TYPE "B" DECKING WITH G-90 COATING. END LAP NEW DECKING OVER MATCH EXISTING. PAINT THE UNDERSIDE OF THE DECKING TO MATCH EXISTING COLOR. EXISTING TO THE DISTRIBUTION PANEL. DEMOLISH EXISTING EQUIPMENT CURB. INSTALL NEW DECKING TO THE ROOF DECK. DEMOLISH CONDUIT, PANEL BOX, WIRING, AND ASSOCIATED CONTROL WIRING BACK DEMOLISH HVAC EQUIPMENT INDICATED ON PLANS. DEMOLISH AND CAP REFRIGERANT LINES BELOW 12.

INSTALLATION INSTRUCTIONS.

ACCESSORY SUPPORT PAD OR ADDITIONAL ROOFING MATERIALS PER MANUFACTURER'S

EQUIVALENT, OR BETTER: MIRO INDUSTRIES MODEL 3-RAH-7. PROVIDE MANUFACTURER'S

CLOSER SPACING. THE BASIS OF DESIGN FOR PIPE SUPPORTS SHALL BE THE FOLLOWING,

SUPPORTS A MAXIMUM OF @ 6'-0" O.C. UNLESS THE MANUFACTURER'S RECOMMENDATIONS REQUIRE SUPPORTS AT THE BEGINNING AND END OF EACH PIPE RUN AND ON BOTH LEGS OF A CORNER. SPACE CONSTRUCTION. INSTALL NEW ROLLER TYPE PIPE SUPPORTS UNDERNEATH GAS PIPE. INSTALL PIPE DEMOLISH EXISTING GAS LINE SUPPORTS. NOTE: THE GAS LINE TO REMAIN IN SERVICE DURING 11.

SHALL BE SUBMITTED FOR REVIEW.

DETAILS REQUIRED TO PRODUCE A WATER TIGHT SYSTEM. ALL DETAILS USED ON THIS PROJECT DETAILS OUTLINE GENERAL REQUIREMENTS OF THE PROJECT. THE PLANS DO NOT INDICATE ALL 10.

SEAM TAPE SHALL BE A MINIMUM OF 6" WIDE.9.

PROVIDE A MINIMUM 4" FACE FOR GENERAL METAL FLASHING AND COUNTER FLASHING.8.

THAN 3 YEARS FROM DATE OF PROJECT COMPLETION.

THE CONTRACTOR'S CONSTRUCTION WARRANTY FOR LABOR AND MATERIALS SHALL BE NO LESS 7.

WARRANTY SYSTEM.

MANUFACTURER'S STANDARD DETAILS AND PRODUCTS ACCEPTABLE FOR USE WITH A 25 YEAR

UNLESS INDICATED OTHERWISE IN PLANS OR SPECIFICATIONS THE CONTRACTOR SHALL USE 6.

INSTRUCTIONS.

CONTRACTOR SHALL DISABLE THE EXISTING ROOF SYSTEM ACCORDING TO THE MANUFACTURER'S 5.

POLYISOCYANURATE (POLYISO) INSULATION BOARD SHALL HAVE A 25 PSI COMPRESSIVE STRENGTH.4.

POSITIVE DRAINAGE AND MEET THE NRCA NO ROOF PONDING DEFINITION.

TO MATCH EXISTING. PROVIDE ADDITIONAL INSULATION AS REQUIRED TO INSTALL SADDLES FOR UNSERVICEABLE INSULATION DISCOVERED DURING THE INSPECTION PROCESS WITH NEW INSULATION THE C.O.R. WILL TRACK THE AREAS REQUIRING INSULATION REPAIR. REPLACE WET, DAMAGED, OR THE CONTRACTOR SHALL BRING AREAS REQUIRING INSULATION REPAIR TO THE C.O.R.'S ATTENTION.

AWARDED BID OPTION.

THE CONTRACTOR SHALL ALLOT AN ADDITIONAL 1,000 SQFT OF INSULATION REPLACEMENT FOR EACH

REPLACEMENT FOR DAMAGED AREAS.

BASE BID: THE CONTRACTOR SHALL ALLOT 1,000 SQUARE FEET (SQFT) OF FULL DEPTH INSULATION

THE CONTRACTOR SHALL INSPECT THE ROOF FOR WET, DAMAGED AND UNSERVICEABLE INSULATION. 3.

MANUFACTURER APPROVED COMPONENTS FOR A COMPLETE AND USABLE ROOFING SYSTEM.

WARRANTY INFORMATION. THE ROOFING SYSTEM SHALL INCLUDED ALL THE NECESSARY

EPDM ROOF SYSTEM WITH MANUFACTURER'S 25 YEAR WARRANTY. SEE SPECIFICATIONS FOR FULL THE CONTRACTOR SHALL RE-COVER THE EXISTING ROOF SYSTEM WITH A NEW FULLY ADHERED 90 MIL 2.

GENERAL NOTES ARE APPLICABLE TO THE BASE BID ALONG WITH ANY AWARDED BID OPTIONS.1.

GENERAL DEMOLITION AND NEW WORK

INSTALLATION SHALL ROOFING MANUFACTURER'S WARRANTY REQUIREMENTS.

ASSEMBLIES. PROVIDE ADDITIONAL INSULATION TO INSTALL SADDLES TO SLOPE TO DRAIN. DRAIN

BETWEEN PRIMARY DRAIN AND OVERFLOW DRAIN WHEN INSTALLING THE NEW DRAIN

VERIFY CONNECTION SIZE AND TYPE. MAINTAIN EXISTING VERTICAL HEIGHT DIFFERENCE

CLAMP/GRAVEL GUARD AND LOW SILHOUETTE CAST IRON DOME. CONTRACTOR SHALL FIELD

15" DIAMETER ROOF DRAIN, CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING

THE BASIS OF DESIGN SHALL BE THE FOLLOWING, EQUIVALENT, OR BETTER: ZURN MODEL ZC100, DURING DEMOLITION.

FOR EACH AWARDED BID OPTION: THE CONTRACTOR WILL REPLACE 2 ROOF DRAINS AS SELECTED

BASE BID: THE CONTRACTOR WILL REPLACE 2 ROOF DRAINS AS SELECTED DURING DEMOLITION.2.

DRAINS TO THE ATTENTION OF THE C.O.R. FOR CONCURRENCE.

OPTIONS FOR SIGNS OF LEAKAGE AND WEAR. THE CONTRACTOR SHALL BRING THE WORST ROOF

THE CONTRACTOR SHALL INSPECT ALL ROOF DRAINS WITHIN THE BASE BID AND/OR AWARDED BID

ROOF DRAIN ASSEMBLIES.

FOR EACH AWARDED BID OPTION: THE CONTRACTOR SHALL ALOT FOR THE DEMOLITION OF 2

BASE BID: THE CONTRACTOR SHALL ALOT FOR THE DEMOLITION OF 2 ROOF DRAIN ASSEMBLIES. 1.

2 3

4 5

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A-101

ROOF PLAN KEY

N.T.S.

CBCDDEEF

OPTION 1

SHEET A-103

BASE BID

SHEET A-102

OPTION 2

SHEET A-104

OPTION 3

SHEET A-105

OPTION 4

SHEET A-106

OPTION 4

SHEET A-107

R O

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KEYNOTES

"=1'-0"32

3SCALE :

A-102NA1

PLAN

A B

37'-7"

182'-3"

RTE

RDRD

RTE RTE

RTE

VTR

TYP

ABBREVIATIONS

SOLAR TUBEST

VENT THRU ROOFVTR

ROOF TOP EQUIPMENTRTE

ROOF DRAINRD

ROOF ACCESS HATCHRAH

NOTE: ABBREVIATIONS APPLY TO ALL SHEETS.

RAH

TYP

R O

O F P

E A

SLOPE

: 122

SLOPE

: 122

RTE

B A

S E B

R O

O F P

L A

A B C

G H

NOTES.

RE-SEAL COUNTER-FLASHING PER GENERAL

ADJACENT MASONRY WALL. INSPECT AND 13.

WARRANTY.

SHALL BE COVERED UNDER THE 25 YEAR

RECOVERED ROOF. ROOFING MATERIALS

OPENING AND BE CONTIGUOUS WITH THE

SYSTEM MATERIALS TO COVER THE

ENDS. PROVIDE ADDITIONAL ROOFING

OVER EXISTING AT LEAST 1'- 4" ON BOTH

WITH G-90 COATING. END LAP NEW DECKING

20 GAUGE, 1.5" HEIGHT, TYPE "B" DECKING

MATCH EXISTING COLOR. EXISTING DECK IS

PAINT THE UNDERSIDE OF THE DECKING TO

ROOF DECK ADJACENT TO THE OPENING.

INSTALL NEW DECKING TO MATCH EXISTING

THE OPENING DOES NOT MATCH EXISTING.

EXISTING ROOF DECKING THAT IS FILLING

DECKING THAT FILLS THE OPENING. THE

COVER. DEMOLISH CURB AND ROOF

DEMOLISH UNUSED ROOF OPENING AND 12.

SEE PHOTOS FOR DETAILS.

DEMOLISH SUPPORTS BACK TO ROOF DECK. 11.

AND REINSTALL.

COPING AT THIS LOCATION IS NEW. REMOVE

LAP NEW EPDM ROOF OVER COPING. 10.

CONDUIT. SEE PHOTO SHEET FOR DETAILS.

PENETRATION FOR ASSOCIATED STEEL

ELEVATED WALK-WAY. DEMOLISH ROOF TOP

CONCRETE EQUIPMENT PAD ON TOP OF

DEMOLISH STRUCTURAL STEEL AND 9.

PRE-PAINTED.

STEEL WITH G90 COATING AND

SHALL BE THE BILCO 'L TYPE' 14 GAUGE

OF DESIGN FOR THE ROOF ACCESS HATCH

INSTALL A NEW ACCESS HATCH. THE BASIS

DEMOLISH EXISTING ACCESS HATCH AND 8.

HIGH VOLTAGE ENCLOSURE TO REMAIN.7.

ON SHEET G-005.

PARAPET. RE-INSTALL COPING PER NOTE 13

REMOVE COPING AND LAP EPDM OVER 6.

REMAIN.

ELEVATED EQUIPMENT PLATFORM TO 5.

AND RE-SEALING.

ABOUT COUNTER-FLASHING INSPECTION

THRU ROOFING. SEE GENERAL NOTES

TYPICAL STRUCTURAL SUPPORT COLUMN 4.

SUPPORTS. SEE SHEET G-005 FOR DETAILS.

AND REPLACE WITH NEW ROLLER TYPE

DEMOLISH EXISTING GAS LINE SUPPORTS 3.

FOAM TYPE EXPANSION JOINT.

REPLACE WITH MANUFACTURER APPROVED

DEMOLISH EXISTING EXPANSION COVER AND 2.

UNIT TYPE.

UNIT CORRESPONDS ON THE INDEX TO THE

LETTER INDICATED ON PLAN NEXT TO THE

EQUIPMENT LIST ON SHEET A-501. THE

GENERAL NOTE REQUIREMENTS. SEE

ASSOICATED CURB. FILL OPENING PER

DEMOLISH ROOF TOP EQUIPMENT AND 1.

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"=1'-0"32

3SCALE :

A-103NA1

PLAN

A B

B C

KEYNOTES

RTE

VTR

VTR VTR VTR

VTR

VTR VTR

VTRVTRVTR

VTR

ABBREVIATIONS

SOLAR TUBEST

VENT THRU ROOFVTR

ROOF TOP EQUIPMENTRTE

ROOF DRAINRD

ROOF ACCESS HATCHRAH

NOTE: ABBREVIATIONS APPLY TO ALL SHEETS.

RAH

TYP

R O

O F P

E A

SLOPE

: 122

SLOPE

: 122

182'-3"

P T

R O

O F P

L A

SECURE LADDER TO EXISTING WALK WAY.

PROTECTION FOR LADDER FEET AND

DIPPED GALVANIZED. PROVIDE ROOF

THIS LOCATION. LADDER SHALL BE HOT

INSTALL AN OSHA COMPLIANT LADDER AT 10.

ROOF.

CANOPY HEIGHT DIFFERS FROM THE MAIN

RE-COVER ROOFING FOR THE CANOPY. THE 9.

BACK TO METAL DECKING.

STRUCTURAL MEMBERS AND SUPPORTS

AND STAIRS. DEMOLISH ASSOCIATED

DEMOLISH ACCESS/WALKING PLATFORM 8.

DECKING.

SUPPORTS AND COLUMNS BACK TO METAL

EQUIPMENT. DEMOLISH WIDE FLANGE

ASSOCIATED WITH MECHANICAL

DEMOLISH STRUCTURAL PLATFORM 7.

ON SHEET G-005.

PARAPET. RE-INSTALL COPING PER NOTE 13

REMOVE COPING AND LAP EPDM OVER 6.

REMAIN.

ELEVATED EQUIPMENT PLATFORM TO 5.

AND RE-SEALING.

ABOUT COUNTER-FLASHING INSPECTION

THRU ROOFING. SEE GENERAL NOTES

TYPICAL STRUCTURAL SUPPORT COLUMN 4.

SUPPORTS. SEE SHEET G-005 FOR DETAILS.

AND REPLACE WITH NEW ROLLER TYPE

DEMOLISH EXISTING GAS LINE SUPPORTS 3.

FOAM TYPE EXPANSION JOINT.

REPLACE WITH MANUFACTURER APPROVED

DEMOLISH EXISTING EXPANSION COVER AND 2.

UNIT TYPE.

UNIT CORRESPONDS ON THE INDEX TO THE

LETTER INDICATED ON PLAN NEXT TO THE

EQUIPMENT LIST ON SHEET A-501. THE

GENERAL NOTES REQUIREMENTS. SEE

ASSOICATED CURB. FILL OPENING PER

DEMOLISH ROOF TOP EQUIPMENT AND 1.

2 3

4 5

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-2

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"=1'-0"32

3SCALE :

NA1

PLAN

B C

C D

ABBREVIATIONS

SOLAR TUBEST

VENT THRU ROOFVTR

ROOF TOP EQUIPMENTRTE

ROOF DRAINRD

ROOF ACCESS HATCHRAH

NOTE: ABBREVIATIONS APPLY TO ALL SHEETS.

KEYNOTES

RTE

VTR

RTE

VTR VTR

VTR

TYP

VTR

RAH

RTE

VTR

TYP

A-104

R O

O F P

E A

SLOPE

: 122

SLOPE

: 122

182'-3"

P T

R O

O F P

L A

R R

SECURE LADDER TO EXISTING WALK WAY.

PROTECTION FOR LADDER FEET AND

DIPPED GALVANIZED. PROVIDE ROOF

THIS LOCATION. LADDER SHALL BE HOT

INSTALL AN OSHA COMPLIANT LADDER AT 10.

ROOF.

CANOPY HEIGHT DIFFERS FROM THE MAIN

RE-COVER ROOFING FOR THE CANOPY. THE 9.

BACK TO METAL DECKING.

STRUCTURAL MEMBERS AND SUPPORTS

AND STAIRS. DEMOLISH ASSOCIATED

DEMOLISH ACCESS/WALKING PLATFORM 8.

DECKING.

SUPPORTS AND COLUMNS BACK TO METAL

EQUIPMENT. DEMOLISH WIDE FLANGE

ASSOCIATED WITH MECHANICAL

DEMOLISH STRUCTURAL PLATFORM 7.

ON SHEET G-005.

PARAPET. RE-INSTALL COPING PER NOTE 13

REMOVE COPING AND LAP EPDM OVER 6.

REMAIN.

ELEVATED EQUIPMENT PLATFORM TO 5.

AND RE-SEALING.

ABOUT COUNTER-FLASHING INSPECTION

THRU ROOFING. SEE GENERAL NOTES

TYPICAL STRUCTURAL SUPPORT COLUMN 4.

SUPPORTS. SEE SHEET G-005 FOR DETAILS.

AND REPLACE WITH NEW ROLLER TYPE

DEMOLISH EXISTING GAS LINE SUPPORTS 3.

FOAM TYPE EXPANSION JOINT.

REPLACE WITH MANUFACTURER APPROVED

DEMOLISH EXISTING EXPANSION COVER AND 2.

UNIT TYPE.

UNIT CORRESPONDS ON THE INDEX TO THE

LETTER INDICATED ON PLAN NEXT TO THE

EQUIPMENT LIST ON SHEET A-501. THE

GENERAL NOTES REQUIREMENTS. SEE

ASSOICATED CURB. FILL OPENING PER

DEMOLISH ROOF TOP EQUIPMENT AND 1.

TYP

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

"=1'-0"32

3SCALE :

A-105NA1

PLAN

C D

D E

ABBREVIATIONS

SOLAR TUBEST

VENT THRU ROOFVTR

ROOF TOP EQUIPMENTRTE

ROOF DRAINRD

ROOF ACCESS HATCHRAH

NOTE: ABBREVIATIONS APPLY TO ALL SHEETS.

KEYNOTES

RTE

VTR

TYP

VTR

RTE

TYP

VTR

TYP

RTE

RTERTE

RTE

TYP

2 2

TYP

VTR

TYP

R O

O F P

E A

SLOPE

: 122

SLOPE

: 122

182'-3"

P T

R O

O F P

L A

ROOF.

CANOPY HEIGHT DIFFERS FROM THE MAIN

RE-COVER ROOFING FOR THE CANOPY. THE 9.

BACK TO METAL DECKING.

STRUCTURAL MEMBERS AND SUPPORTS

AND STAIRS. DEMOLISH ASSOCIATED

DEMOLISH ACCESS/WALKING PLATFORM 8.

NOTE NOT USED.7.

ON SHEET G-005..

PARAPET. RE-INSTALL COPING PER NOTE 13

REMOVE COPING AND LAP EPDM OVER 6.

NOTE NOT USED.5.

NOTE NOT USED.4.

SUPPORTS. SEE SHEET G-005 FOR DETAILS.

AND REPLACE WITH NEW ROLLER TYPE

DEMOLISH EXISTING GAS LINE SUPPORTS 3.

FOAM TYPE EXPANSION JOINT.

REPLACE WITH MANUFACTURER APPROVED

DEMOLISH EXISTING EXPANSION COVER AND 2.

NOTE NOT USED.1.

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

"=1'-0"32

3SCALE :

A-106NA1

PLAN

D E

E F

KEYNOTES

ABBREVIATIONS

SOLAR TUBEST

VENT THRU ROOFVTR

ROOF TOP EQUIPMENTRTE

ROOF DRAINRD

ROOF ACCESS HATCHRAH

NOTE: ABBREVIATIONS APPLY TO ALL SHEETS.

RDRD

RAH

VTR

RTE

TYP

RTE

VTR

RTE

VTR

182'-3"

R O

O F P

E A

SLOPE

: 122

SLOPE

: 122

P T

R O

O F P

L A

SECURE LADDER TO EXISTING WALK WAY.

PROTECTION FOR LADDER FEET AND

DIPPED GALVANIZED. PROVIDE ROOF

THIS LOCATION. LADDER SHALL BE HOT

INSTALL AN OSHA COMPLIANT LADDER AT 10.

ROOF.

CANOPY HEIGHT DIFFERS FROM THE MAIN

RE-COVER ROOFING FOR THE CANOPY. THE 9.

BACK TO METAL DECKING.

STRUCTURAL MEMBERS AND SUPPORTS

AND STAIRS. DEMOLISH ASSOCIATED

DEMOLISH ACCESS/WALKING PLATFORM 8.

NOTE NOT USED THIS SHEET.7.

ON SHEET G-005.

PARAPET. RE-INSTALL COPING PER NOTE 13

REMOVE COPING AND LAP EPDM OVER 6.

REMAIN.

ELEVATED EQUIPMENT PLATFORM TO 5.

AND RE-SEALING.

ABOUT COUNTER-FLASHING INSPECTION

THRU ROOFING. SEE GENERAL NOTES

TYPICAL STRUCTURAL SUPPORT COLUMN 4.

SUPPORTS. SEE SHEET G-005 FOR DETAILS.

AND REPLACE WITH NEW ROLLER TYPE

DEMOLISH EXISTING GAS LINE SUPPORTS 3.

NOTE NOT USED THIS SHEET. 2.

NOTE NOT USED THIS SHEET.1.

FACE OF COPING ON SHEET A-107

DIMENSION IS TO THE INSIDE

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

"=1'-0"32

3SCALE :

A-107NA1

PLAN

E F

ABBREVIATIONS

SOLAR TUBEST

VENT THRU ROOFVTR

ROOF TOP EQUIPMENTRTE

ROOF DRAINRD

ROOF ACCESS HATCHRAH

NOTE: ABBREVIATIONS APPLY TO ALL SHEETS.

KEYNOTES

VTR

VTRVTR

VTR

RD RD

RTERTE

RTE

R O

O F P

E A

SLOPE

: 122

SLOPE

: 122

P T

R O

O F P

L A

FACE OF COPING ON SHEET A-106

DIMENSION IS TO THE INSIDE

NOTE NOT USED THIS SHEET. 10.

ROOF.

CANOPY HEIGHT DIFFERS FROM THE MAIN

RE-COVER ROOFING FOR THE CANOPY. THE 9.

BACK TO METAL DECKING.

STRUCTURAL MEMBERS AND SUPPORTS

AND STAIRS. DEMOLISH ASSOCIATED

DEMOLISH ACCESS/WALKING PLATFORM 8.

NOTE NOT USED THIS SHEET.7.

ON SHEET G-005.

PARAPET. RE-INSTALL COPING PER NOTE 13

REMOVE COPING AND LAP EPDM OVER 6.

REMAIN.

ELEVATED EQUIPMENT PLATFORM TO 5.

AND RE-SEALING.

ABOUT COUNTER-FLASHING INSPECTION

THRU ROOFING. SEE GENERAL NOTES

TYPICAL STRUCTURAL SUPPORT COLUMN 4.

SUPPORTS. SEE SHEET G-005 FOR DETAILS.

AND REPLACE WITH NEW ROLLER TYPE

DEMOLISH EXISTING GAS LINE SUPPORTS 3.

NOTE NOT USED THIS SHEET. 2.

NOTE NOT USED THIS SHEET.1.

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

"=1'-0"2

1SCALE :1

DEMOLITION DETAIL

EXISTING METAL DECK

A-501

"=1'-0"2

1SCALE :1

AND WOOD STRUCTURE

DEMOLISH WOOD CANTS

APPROVED FOAM EXPANSION JOINT

INSTALL MANUFACTURER'S

EXPANSION COVER

DEMOLISH EXISTING

NEW RECOVER ROOFING SYSTEM

EQUIPMENT SCHEDULE

N.T.S.

D E

L S

NEW EXPANSION JOINT

DEMOLISHED WOOD STRUCTURE

TO FILL VOIDS LEFT BY

PROVIDE ADDITIONAL INSULATION

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

A-900

PHOTO PLAN KEY

N.T.S.

P H

O T

O P

L A

N K

E Y

KEYNOTES

HIGH VOLTAGE ENCLOSURE TO REMAIN.NOTES. 4.

PHOTO SHEET FOR DETAILS.

PENETRATION FOR ASSOCIATED STEEL CONDUIT. SEE

PAD ON TOP OF ELEVATED WALK-WAY. DEMOLISH ROOF TOP

DEMOLISH STRUCTURAL STEEL AND CONCRETE EQUIPMENT 3.

COUNTER-FLASHING ACCORDING TO GENERAL NOTES.

MASONRY WALL BEYOND. REPAIR AND SEAL WALL 2.

VENTILATION PIPING THROUGH ROOF TO REMAIN.

ROOF DECK. SUPPORTS THAT ARE CURRENTLY HOLDING

DEMOLISH UNUSED STRUCTURAL SUPPORTS BACK TO THE 1.

NOTE: KEYNOTES APPLY TO PHOTO SHEETS A-904 TO A-909.

SHEET A-901SHEET A-902SHEET A-903

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO KEY

A-901

NOT TO SCALE (N.T.S.)

2 1

16 17

P H

O T

O K

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO KEY

NOT TO SCALE (N.T.S.)

2 1

3 2

A-902

P H

O T

O K

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO KEY

NOT TO SCALE (N.T.S.)

3 2

A-903

3 2

P H

O T

O K

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

R O

O F P

H O

T O

1 1

1 3

A-904

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

A-905

R O

O F P

H O

T O

4 4 4

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

A-906

R O

O F P

H O

T O

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

A-907

R O

O F P

H O

T O

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

A-908

R O

O F P

H O

T O

2 3

4 5

T E

A P

P R

M A

R K

D E

S C

N U

ARMY ARRISON

ROCKISA DARS

U B

E PL

U S

U N

S U

B M

T E

D B

D W

N B

D E

N E

D B

Y : C

K D B

D A

T E

H J J

J O

B A

D T

R A

E C

T O

R O

F P

U B

O R

K S

A P

P R

O V

E D B

O J E

C T N

D R

A W

G N

R O

C K I S

L A

N D

-5

E C

T O

R A

T E O

F P

U B

O R

K S

U .S

A R

M Y G

A R

O N R

O C

K I S

L A

N D A

R S

E N

A L

H J

U S

R A

S O

A T

N N

41 2 3 5

-1

O V

N /A

S .B

A C

C H

F O

F E

N G

E E

-2

B L

D G

O O

R E

P A

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

A-909

R O

O F P

H O

T O

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

PHOTO

NOT TO SCALE (N.T.S.)

G-001

G-002

G-003

G-004

G-005

A-101 Plan 212 KEY

A-102 Plan 212

A-103 Plan 212

A-104 Plan 212

A-105 Plan 212

A-106 Plan 212

A-107 Plan 212

A-501 DETAILS BLDG 212

A-900 PHOTO PLAN KEY

A-901 BLDG 212 PHOTO KEY 1

A-902 BLDG 212 PHOTO KEY 2

A-903 BLDG 212 PHOTO KEY 3

A-904 BLDG 212 PHOTOS 1

A-905 BLDG 212 PHOTOS 2

A-906 BLDG 212 PHOTOS 3

A-907 BLDG 212 PHOTOS 4

A-908 BLDG 212 PHOTOS 5

A-909 BLDG 212 PHOTOS 6

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