B08 Attachment 0003 Appendix B Drawings.pdf

PDF 12 MB Posted Jun 23, 2022

Attached to: Replace Roofing - Building 210 Federal contract opportunity
Solicitation number: W52P1J-22-R-5004
Issued by: Department of the Army Materiel Command Joint Munitions Command

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to replace roofing on Building 210 at the Rock Island Arsenal in Rock Island, Illinois. The Army Contracting Command - Rock Island is soliciting proposals to repair the roof by full replacement. The solicitation number is W52P1J-22-R-5004 and the opportunity type is listed as a solicitation. Proposals are requested to replace the roofing on Building 210 located on the Rock Island Arsenal in accordance with the attachment drawings. The Department of the Army Materiel Command Joint Munitions Command is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to Replace Roofing - Building 210, newest first.
File	Type	Posted
B08 Amendment 0002.pdf	PDF	Jul 19, 2022
B08 DPW SOW Project 2022-0353 - Rev 1.pdf	PDF	Jul 15, 2022
B08 Specification Section 07 53 23 - Revised 15 Jul 22.pdf	PDF	Jul 15, 2022
B08 Submittal REGISTER - Revised 14Jul22.pdf	PDF	Jul 15, 2022
B08 Amendment 0001.pdf	PDF	Jul 15, 2022
B08 Specification Section 07 60 00 - Revised 15 Jul 22.pdf	PDF	Jul 15, 2022
B08 Specification Section 07 22 00 - Revised 15 Jul 22.pdf	PDF	Jul 15, 2022
B08 Attachment 0006 Davis Bacon Wage Determination.pdf	PDF	Jun 23, 2022
B08 Attachment 0004 Appendix C Submittal Register.pdf	PDF	Jun 23, 2022
W52P1J-22-R-5004.pdf	PDF	Jun 23, 2022
B08 Attachment 0007 Site Visit Map.pdf	PDF	Jun 23, 2022
B08 Attachment 0005 Appendix D Non Hazardous Construction and Demolition Debris Submittal.pdf	PDF	Jun 23, 2022
B08 Attachment 0008 Contractor Vendor Guide.pdf	PDF	Jun 23, 2022
B08 Attachment 0002 Appendix A Specifications.pdf	PDF	Jun 23, 2022
B08 Attachment 0001 SOW PR 2022-0353 Replace Roofing- Building 210.pdf	PDF	Jun 23, 2022

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G-001

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ROCK ISLAND ARSENAL

FY: 2022

PR NO: 2020-0353

PROJECT:

REPAIR BLDG 210 ROOF

APPENDIX B

REVISED 05-20-2022

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INDEX OF DRAWINGS

GENERAL

TITLE OF DRAWING

SHEET

ID.

SHEET

ID.

TITLE OF DRAWING

SHEET

ID.

TITLE OF DRAWING

SHEET

ID.

TITLE OF DRAWING

ARCHITECTURAL

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G-002

VICINITY MAP

AERIAL MAP OF ROCK ISLAND ARSENAL

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

SEE SHEET G-003 FOR ENLARGED PLAN

AND BUILDING LOCATIONS

PLUMBING

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A-502

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COVER SHEET

LOCATION MAP, INDEX OF DRAWINGS

ABBREVIATIONS, GENERAL NOTES

DEMOLITION AND NEW WORK PLAN, PARTIAL ROOF PLAN

EXISTING ROOF PICTURES

RIA LOCATION MAP

INSULATION AND MEMBRANE PLAN, PARTIAL ROOF PLAN

ROOF FLASHING DETAILS

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INSULATION AND MEMBRANE PLAN, PARTIAL ROOF PLAN

ROOF FLASHING DETAILS

EXISTING ROOF PICTURES

P-101

P-102

NEW PLUMBING WORK, FIRST FLOOR PLAN

NEW PLUMBING WORK, FOURTH FLOOR PLAN

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IOWA

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ILLINOIS

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MISSOURI

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INDIANA

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DAVENPORT

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MOLINE

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CHICAGO

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ST. LOUIS

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ROCK ISLAND

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WISCONSIN

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MILES

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KENTUCKY

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ROCK ISLAND

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ARSENAL

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PATTON

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CHAMBERLAIN

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GOLF

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STREET EAST

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SECOND

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THIRD

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WITEK ROAD

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AMERICAN DISCOVERY TRAIL

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ENLARGED ISLAND MAP

NOT TO SCALE (NTS)

SHEET NOTES

1. CONTRACTOR SHALL PROTECT ASPHALT AND DISTRIBUTE HEAVY POINT

LOADS. IF THE CONTRACTOR DAMAGES THE ASPHALT REPAIRS WILL BE

PERFORMED IN ACCORDANCE WITH UFC 3-270-01 ASPHALT MAINTENANCE

AND REPAIR. DEPENDING UPON SEVERITY OF DAMAGE REPAIRS WILL BE IN

ACCORDANCE WITH FULL DEPTH, PARTIAL DEPTH, AND/OR PATCHING.

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

FACILITATE DEMOLITION. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY

FOR THE STRUCTURAL SUPPORT AND INTEGRITY OF THE CHUTE.

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

ANTI-TERRORISM STANDARDS FOR BUILDINGS. DUMPSTERS CAN BE LOCATED

ALONG THE BUILDING DURING WORKING HOURS UPON REQUEST. THE

CONTRACTOR WILL MAKE REQUESTS IN WRITING TO THE C.O.R. AT LEAST

TWO WEEKS PRIOR TO THE REQUIREMENT. DUMPSTERS WILL BE EMPTY EACH

TIME THEY ARE PLACED NEAR BUILDINGS AT THE START OF THE WORKING

DAY. DUMPSTERS WILL BE MOVED AWAY FROM THE BUILDING AT THE END OF

EACH WORKING DAY. THE C.O.R. WILL DETERMINED THE DUMPSTER STORAGE

LOCATION AT THE END OF THE WORK DAY.

4. THE CONTRACTOR WILL BE GRANTED ACCESS ALONG THE DRIVE NORTH OF

BUILDING 210. CRANES MAY BE SETUP TEMPORARILY FOR THE DELIVERY

MATERIALS, EQUIPMENT, AND/OR DEMOLITION. CRANES MUST BE MOVED

AFTER THE DELIVERY OF MATERIALS OR REMOVAL OF DEMOLISHED ITEMS.

5. THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2 WEEKS IN ADVANCE

WITH THE C.O.R.

6. JMTC WILL REQUIRE ACCESS ALONG BUILDING 210. THE CONTRACTOR SHALL

MOVE MATERIALS AND/OR EQUIPMENT UPON CUSTOMER REQUEST.THE

CONTRACTOR SHALL NOT BLOCK DOORS OR ENTRY POINTS.

7. THE CONTRACTOR CAN MAKE REQUESTS IN ADVANCE TO BLOCK ENTRANCES,

BUT THESE MAY NOT BE GRANTED.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE JOB SITE. SEE

SPECIFICATIONS FOR DETAILS. THIS INCLUDES INTERIOR AREAS SUBJECT TO

FALLING DEBRIS FROM ROOFING ACTIVITIES.

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GENERAL NOTES

A-000

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION MARK

A-000

ELEVATION NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER (TYP.)

AREA COVERED BY DETAIL

DOOR TAG WINDOW TAG PARTITION TYPE

KEYNOTE

TAG

CEILING TAG

(HEIGHT)

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

CEILING TAG

(TYPE & HEIGHT)

CEILING HGT.

CEILING TYPE

SCALE

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

NORTH ARROW

PLAN, ELEVATION, SECTION, OR DETAIL NAME

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLS:

SYMBOLS:

VIEW TITLES:

WALL/PARTITION

TYPE

ARCHITECTURAL ABBREVIATIONS

AFF

ACC DR

ADAAG

ACCESS

ADJ

ACOUST.

ANOD

AL / ALUM

APP

APPROX

ARCH

ATFP

AVG

AWI

BHMA

BLKG

BTM

BLDG

CFCI

CPT

CLG

CLG HT

CTR

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COL

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COOR

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CMU

CONST

CONT

CONTR

DET

DIA

DIM

DISP

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DESC

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ENGR

EQUIP

EXIST

EXP

EJ (EXP JT)

EXP TO STRUCT

EXT

ETD

FAC

FDC

ABOVE FINISHED FLOOR

ACCESS DOOR / PANEL

AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESSORIES

ADJUST/ ADJUSTABLE

ACOUSTICAL

ANCHOR BOLT

ANODIZED

AIR CONDITIONING

ALUMINUM

AND

ANGLE

APPROVED

APPROXIMATE

ARCHITECTURAL

ANTI TERRORISM / FORCE PROTECTION

AVERAGE

ARCHITECTURAL WOODWORK INSTITUTE

BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION, INC.

BEAM

BLOCKING

BOARD

BOTTOM

BUILDING

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CHANNEL

CARPET

CEILING

CEILING HEIGHT

CENTER

CENTER LINE

CENTER TO CENTER

CERAMIC TILE

CLEAR

CLEANOUT

CLOSET

COMPANY

COLUMN

CONCRETE

CORRIDOR

CONTRACTING OFFICER'S

REPRESENTATIVE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CUBIC YARD

DETAIL

DIAMETER

DIMENSION

DISPENSER

DOOR

DOWN

DOWNSPOUT OUTLET

DESCRIPTION

DRAWING

EACH

EXHAUST FAN

ELEVATION

EMERGENCY ROOF DRAIN

EPOXY PAINT

ENGINEER

EQUIPMENT

EQUAL

EXISTING

EXPANSION / EXPOSED

EXPANSION JOINT

EXPOSED TO STRUCTURE

EXTERIOR

ESTIMATED TRAVEL DISTANCE

FACTORY

FIRE DEPARTMENT CONNECTION

FEET

FIRE EXTINGUISHER

FINISH

FLAT PAINT

FINISHED FLOOR

FLOOR

FLOOR DRAIN

FLUORESCENT

FOOTING

FOUNDATION

FIELD VERIFY

GAGE OR GAUGE

GALVANIZED

GYPSUM BOARD FURRING

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GLOSSY PAINT

GLASS

GOVERNMENT

GYPSUM

GYPSUM BOARD

HOOKS

HANDRAIL

HARDWARE

HEIGHT

HIGH

HIGH POINT

HOLLOW METAL

HORIZONTAL

HOSE BIBB

HEATING VENTILATION & AIR

CONDITIONING

INCH

INSIDE DIAMETER

INSULATION

INTERIOR

INTERNATIONAL RESIDENTIAL

CODE

JOINT

JOIST

KICK PLATE

LAMINATE

LANDING

LAVATORY

LEFT HAND

LEFT HAND REVERSE

LIGHT

LIGHTING

LONGITUDINAL

LOUVER

LOW POINT

MASONRY

MASONRY OPENING

MANAGER

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

METAL

METAL WALL PANEL

MINIMUM

MISCELLANEOUS

NOT IN CONTRACT

NUMBER

NOT TO SCALE

NATIONAL FIRE PROTECTION

ASSOCIATION

ON CENTER

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

GOVERNMENT INSTALLED

OPPOSITE HAND

OPENING

OPEN WEB

OPPOSITE

OUTSIDE DIAMETER

OCCUPATIONAL SAFETY AND

HEALTH ACT

OVERHEAD

POWER DISTRIBUTION UNIT

PAINT OR PRESSURE TREATED

PAIR

PANEL

PARTITION

PLASTER OR PLASTIC

PLATE

PLYWOOD

POUNDS

POUNDS / SQUARE FOOT

POUNDS / SQUARE INCH

PRE-MOLDED JOINT FILLER

PREFABRICATED

QUARRY TILE

REFERENCE

REINFORCEMENT

REQUIRED

REVISIONS / REVISED

ROOF DRAIN

RIGHT HAND

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

RUBBER BASE

SEALED CONCRETE

SOLID CORE WOOD

SCHEDULE

SECTION

SEMI-GLOSS PAINT

SHEET METAL

SIMILAR

SOUND TRANSMISSION CLASS

SPECIFICATION

SPRAYED FIRE RESISTIVE MATERIAL

SQUARE

STORM

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

TOILET

TELEPHONE

THICK

THRESHOLD

TEMPERED GLASS

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF CURB

TOP OF STEEL

TOP OF WALL

TOUCH-UP

TYPICAL

UNIFIED FACILITIES CRITERIA

UNDERWRITERS LABORATORIES

UNFINISHED

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VINYL COMPOSITION TILE

VINYL COVE BASE

VENT THRU ROOF

WIDTH

WITH

WATER CLOSET

WALL CLEAN OUT

WOOD

WINDOW

WITHOUT

WATER RESISTANT GYPSUM BOARD

WEATHERSTRIPPING

WINDOW ROUGH OPENING

YARD

FIN

FLR

FLUOR

FTG

FDN

GALV

GBF

GFCI

GFGI

GOVT

GYP

GYP BD (GWB)

HKS

HDW

HGT

HORIZ

HVAC

INSUL

INT

IRC

JST

LAM

LDG

LAV

LH.

LHR

LTG

LONG

LVR

MAS

MGR

MANUF

MATL

MAX

MECH

MTL

MWP

MIN

MISC

NIC

NO (#)

NTS

NFPA

OFCI

OFGI

OPNG

OPP

OSHA

OVHD

PDU

PNL

PART

PLAS

PLYWD

LBS OR #

PSF

PSI

PMJF

PRE-FAB

REF

REINF

REQ'D

REV

RHR

SCW

SCHED

SECT

SGP

SHT MET

SIM

STC

SPEC(S)

SFRM

STD

STL

STOR

STRUCT

SUSP

TOIL / TLT

TEL

THK

T'HOLD

TOB

TOC

T/C

TOW

T/W

TYP

UFC

UNFIN

UNO

VERT

VEST

VCT

VCB

VTR

WCO

WDW

W/O

WRGB

WRO

1. NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE THE COMPLETE PLAN SET AND

SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT

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

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

REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO

EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN

UNFINISHED OR INCOMPLETE CONDITION. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE PRODUCT.

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

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

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

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

EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.

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

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

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

STANDARDS OR THE APPLICABLE INDUSTRY STANDARDS.

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

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

ON DRAWINGS.

14. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND

EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

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

CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

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

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

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

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

PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND STRUCTURES AS NECESSARY TO FACILITATE THE WORK.

20. IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS BEING INCLUDED IN THE WORK ARE

GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS.

NOTE: THERE ARE EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW DRAWINGS

AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.

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

RANGE REQUIRES COORDINATION AND APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR.

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

22. THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER SPECIFICATIONS. ALL WORK REQUIRING POWER

REMOVAL SHALL BE DONE IN A TIMELY MANNER AND OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE

WORKING CONDITIONS EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED FOR

BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL IMMEDIATELY RESTORE POWER ONCE WORK IS

COMPLETE AND SAFE CONDITIONS EXIST.

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

JURISDICTION.

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

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

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

INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

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

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

WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO

PROCEEDING.

29. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATES FLOORS, WALLS, OR ROOFING SHALL BE INSTALLED IN A

MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

30. ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE INDUSTRY OR MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND

SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE

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

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GENERAL DEMOLITION AND NEW WORK

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

2. THE CONTRACTOR SHALL RE-COVER THE EXISTING ROOF SYSTEM WITH A NEW FULLY ADHERED 90 MIL EPDM ROOF SYSTEM WITH

MANUFACTURER'S 25 YEAR WARRANTY. SEE SPECIFICATIONS FOR FULL WARRANTY INFORMATION. THE ROOFING SYSTEM SHALL

INCLUDED ALL THE NECESSARY MANUFACTURER APPROVED COMPONENTS FOR A COMPLETE AND USABLE ROOFING SYSTEM.

3. THE CONTRACTOR SHALL REPLACE ALL ROOFING INSULATION. PROVIDE ADDITIONAL INSULATION AS REQUIRED TO INSTALL SADDLES

FOR POSITIVE DRAINAGE AND MEET THE NRCA NO ROOF PONDING DEFINITION.

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

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

6. UNLESS INDICATED OTHERWISE IN PLANS OR SPECIFICATIONS THE CONTRACTOR SHALL USE MANUFACTURER'S STANDARD DETAILS

AND PRODUCTS ACCEPTABLE FOR USE WITH A 25 YEAR WARRANTY SYSTEM.

7. THE CONTRACTOR'S CONSTRUCTION WARRANTY FOR LABOR AND MATERIALS SHALL BE NO LESS THAN 3 YEARS FROM DATE OF

PROJECT COMPLETION.

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

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

10. DETAILS OUTLINE GENERAL REQUIREMENTS OF THE PROJECT. THE PLANS DO NOT INDICATE ALL DETAILS REQUIRED TO PRODUCE A

WATER TIGHT SYSTEM. ALL DETAILS USED ON THIS PROJECT SHALL BE SUBMITTED FOR REVIEW.

11. DEMOLISH EXISTING CONDENSATE DRAIN PIPING SUPPORTS. INSTALL PIPE SUPPORTS AT THE BEGINNING AND END OF EACH PIPE RUN.

SPACE SUPPORTS A MAXIMUM OF @ 6'-0" O.C. UNLESS THE MANUFACTURER'S RECOMMENDATIONS REQUIRE CLOSER SPACING. THE

BASIS OF DESIGN FOR PIPE SUPPORTS SHALL BE THE FOLLOWING, EQUIVALENT, OR BETTER: MIRO INDUSTRIES MODEL 3-RAH-7.

PROVIDE MANUFACTURER'S ACCESSORY SUPPORT PAD OR ADDITIONAL ROOFING MATERIALS PER MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

12. DEMOLISH HVAC EQUIPMENT INDICATED ON PLANS. DEMOLISH AND CAP REFRIGERANT LINES BELOW THE ROOF DECK. DEMOLISH

CONDUIT, PANEL BOX, WIRING, AND ASSOCIATED CONTROL WIRING BACK TO THE DISTRIBUTION PANEL. DEMOLISH EXISTING

EQUIPMENT CURB. PROVIDE ADDITIONAL ROOFING SYSTEM MATERIALS TO COVER THE OPENING AND BE CONTIGUOUS WITH THE

RECOVERED ROOF. ROOFING MATERIALS SHALL BE COVERED UNDER THE 25 YEAR WARRANTY.

13. FURNISH AND INSTALL DUCTWORK SUPPORTS WHERE NOTED ON THE DRAWINGS. TBASIS OF DESIGN FOR THE DUCTWORK SUPPORTS

IS MIRO INDUSTRIES 6DS HDG SS.

14. STRUCTURAL SUPPORTS INDICATED TO BE DEMOLISHED SHALL BE TAKEN DOWN TO LEVEL WITH THE EXISTING DECKING.

15. DEMOLISH EXISTING ROOFING WALKWAY PADS AND MINOR DEBRIS FROM PREVIOUS CONSTRUCTION PROJECTS; NOT SHOWN ON

PLANS. SEE PHOTOS FOR DETAILS.

ROOF HOOD (OAH OR EAH) SCHEDULE

PLAN MARK MANUFACTURER MODEL CFM

FREE AREA (SQ FT)

PRESSURE

DROP (IN WC)

ROOF OPENING

(IN X IN)

WEIGHT

(LBS)

NOTES

OAH-1 COOK 24X36 TRE 3000 6.0 0.10 - - - 116 1,2

RAH-1 COOK 24X36 TRE 3000 6.0 0.10 - - - 116 1,2

ROOF HOOD SCHEDULE NOTES:

1. PROVIDE WITH INSECT SCREEN.

2. PROVIDE WITH INSULATED ROOF CURB. CURB HEIGHT SHALL BE A MINIMUM OF 24" ABOVE THE ROOF MEMBRANE. FIELD VERIFY ROOF INSULATION

THICKNESS.

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36X24 RELIEF AIR HOOD. REMOVE EXISTING HOOD TO ALLOW FOR REPLACEMENT

OF THE ROOFING. FURNISH AND INSTALL A NEW RELIEF HOOD WITH 24” HIGH ROOF

CURB. REFER TO THE SCHEDULE FOR DETAILS. 6 SQ FT OF OPENING.

36X24 OUTDOOR AIR HOOD. REMOVE EXISTING HOOD TO ALLOW FOR REPLACE OF

THE ROOFING. FURNISH AND INSTALL A NEW OUTDOOR AIR HOOD WITH 24” HIGH

ROOF CURB. REFER TO THE SCHEDULE FOR DETAILS.

REMOVE EXISTING UNUSED ROOF CURB. PATCH CONCRETE ROOF DECK. APPLY

ROOFING OVER THE PATCHED AREA.

REMOVE EXISTING UNUSED ROOF CURB. PATCH CONCRETE ROOF DECK. APPLY

ROOFING OVER THE PATCHED AREA. REMOVE EXISTING COAX CABLE AND

REROUTE THE CABLE TO THE NEW LOCATION FOR THE TV SATELITE DISH.

REMOVE EXISTING DUCTWORK AND ROOF CURB. PROVIDE NEW 24” TALL ROOF

CURB. FABRICATE AND INSTALL A NEW GOOSENECK DUCT OUTLET. EXTEND

EXISTING DUCTWORK AS REQUIRED TO ACCOMMODATE THE NEW ROOF CURB.

REMOVE AND DISPOSE OF THE EXISTING DRY COOLER. DISCONNECT AND REMOVE

ALL PIPING TO BELOW THE ROOF DECK. DISCONNECT AND REMOVE ALL WIRING

AND CONDUIT. POWER WIRING SHALL BE REMOVED BACK TO THE SOURCE IN THE

PANELBOARD. PREP THE REMAINING STEEL PLATFORM FOR PAINTING. APPLY TWO

COATS OF PRIMER AND TWO COATS OF FINISH PAINT. MOUNT THE TV SATELITE

DISH TO THIS PLATFORM. EXTEND THE COAX CABLE TO THE NEW DISH LOCATION.

AFTER THE SATELITE DISH HAS BEEN MOVED, ARRANGE FOR THE SERVICE

PROVIDER TO REALIGN THE DISH WITH THE SATELITE.

REMOVE AND DISPOSE OF EXISTING MOUNTING FRAME FOR THE SATELITE DISH.

RELOCATE THE SATELITE DISH TO THE EXISTING STEEL PLATFORM.

FURNISH AND INSTALL NEW CAST IRON DOME FOR THE EXISTING ROOF DRAIN.

FURNISH AND INSTALL NEW OVERFLOW ROOF DRAIN, RD-1. CORE CONCRETE ROOF

DECK AS REQUIRED TO INSTALL THE NEW ROOF DRAIN. REFER TO FIRST FLOOR

PLUMBING DRAWING FOR NEW STORM WATER PIPING.

GENERAL NOTES

1. REFER TO SHEET A-102 FOR PROPOSED LAYOUT OF NEW ROOFING

INSULATION AND MEMBRANE.

2. REFER TO 900 SERIES SHEETS FOR THE PHOTOGRAPHS REFERENCED ON THE

FLOOR PLAN.

3. ROOF DECK INSULATION VALUE SHALL COMPLY WITH THE REQUIREMENTS OF

THE INTERNATIONAL ENERGY CODE, LATEST EDITION.

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RD-P

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RD-P

2'6" SQUARE VENT

16 17 18

LADDER

2'0" SQUARE VENT

W/ 12X12 GOOSENECK

EXHAUST

VTR-P

PLATFORM

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REMOVE EXISTING PITCH POCKET AROUND ROOFTOP UNIT SUPPORT PLATFORM

AND PROVIDE NEW PITCH POCKET. TYPICAL OF 12 LOCATIONS.

REMOVE EXISTING AIR COOLED CONDENSING UNIT. REPLACE EXISTING ROOF CURB

CAP AND REINSTALL THE AIR COOLED CONDENSING UNIT.

REMOVE EXISTING EXHAUST FAN. FURNISH AND INSTALL TWO NEW ROOF

EQUIPMENT SUPPORT RAILS WITH A MINIMUM HEIGHT OF 18”. REINSTALL EXHAUST

FAN ON NEW SUPPORT RAILS. EXTEND DUCTWORK VERTICALLY AT THE BY

REMOVING AND REATTACHING THE 90 DEG DUCTWORK ELBOW. EXTEND

ELECTRICAL POWER WIRING AS REQUIRED. PROVIDE SUPPORT STAND FOR THE

EXHAUST DUCTWORK. EXISTING DUCTWORK IS 9” IN DIAMETER.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR THE ROOF CURB. REINSTALL DUCTWORK AND EXHAUST FAN.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 36” LONG. REINSTALL DUCTWORK AND EXHAUST FAN.

PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK. EXISTING DUCTWORK IS

14” IN DIAMETER.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 48” LONG. REINSTALL EXHAUST FAN. FABRIACATE AND

INSTALL NEW DUCTWORK TO MATCH THE EXISTING STARTING AT THE FIRST WELD

JOINT ABOVE THE ROOF. PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK.

EXISTING DUCTWORK IS 9” IN DIAMETER. REMOVE EXISTING POWER WIRING AND

CONDUIT. REROUTE POWER WIRING THROUGH A NEW ROOF PENETRATION THAT IS

SEPARATE FROM THE EXHAUST DUCTWORK.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 24” LONG. REINSTALL DUCTWORK AND EXHAUST FAN.

PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK. EXISTING DUCTWORK IS

9” IN DIAMETER. REMOVE EXISTING POWER WIRING AND CONDUIT. REROUTE

POWER WIRING THROUGH A NEW ROOF PENETRATION THAT IS SEPARATE FROM

THE EXHAUST DUCTWORK.

REMOVE EXISTING EXHAUST FAN, EQUIPMENT RAILS AND POWER WIRING. PATCH

ROOF DECK. POWER WIRING SHALL BE REMOVED BACK TO THE PANELBOARD.

PROVIDE SUPPORT BELOW THE ROOF DECK FOR THE EXISTING VENT PIPING.

EXISTING CHILLER WAS INSTALLED IN 2022 AND IS STILL UNDER WARRANTY.

CONTACT ORIGNAL INSTALLER TO ARRANGE FOR REMOVAL OF THE CHILLER TO

ALLOW THE ROOFING TO BE FLASHED UP UNDER THE ROOF CURB CAP. CONTACT

INFORMATION IS ROB GALBRAITH WITH RYAN & ASSOCIATES AT 309-782-2417.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 48” LONG. REINSTALL DUCTWORK AND EXHAUST FAN.

PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK. EXISTING DUCTWORK IS

12” IN DIAMETER. REMOVE EXISTING POWER WIRING AND CONDUIT. REROUTE

POWER WIRING THROUGH A NEW ROOF PENETRATION THAT IS SEPARATE FROM

THE EXHAUST DUCTWORK.

REMOVE EXISTING EXHAUST FAN AND REINSTALL TO ALLOW FOR INSTALLATION OF

THE NEW ROOFING.

FURNISH AND INSTALL NEW CAST IRON DOME FOR THE EXISTING ROOF DRAIN.

FURNISH AND INSTALL NEW OVERFLOW ROOF DRAIN, RD-1. CORE CONCRETE ROOF

DECK AS REQUIRED TO INSTALL THE NEW ROOF DRAIN. REFER TO FOURTH FLOOR

PLUMBING DRAWING FOR NEW STORM WATER PIPING.

REMOVE CONDENSATE DRAIN PIPING FOR THE ROOFTOP UNITS AS REQUIRED TO

INSTALL THE NEW ROOFING SYSTEM. REINSTALL THE DRAIN PIPING. PROVIDE PIPE

SUPPORTS FOR THE CONDENSATE PIPING. CONDENSATE PIPING IS VISIBLE IN

PHOTO 64.

REPLACE THE EXISTING GUTTER AND DOWNSPOUT ON THE PENTHOUSE.

GENERAL NOTES

1. REFER TO SHEETS A-105 AND A-106 FOR PROPOSED LAYOUT OF NEW

ROOFING INSULATION AND MEMBRANE.

2. REFER TO 900 SERIES SHEETS FOR THE PHOTOGRAPHS REFERENCED ON THE

FLOOR PLAN.

3. ROOF DECK INSULATION VALUE SHALL COMPLY WITH THE REQUIREMENTS OF

THE INTERNATIONAL ENERGY CODE, LATEST EDITION.

4. ROOFING REPLACEMENT SHALL INCLUDE THE EAST AND WEST PENTHOUSES.

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BUILDING 211

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KEYNOTES

REMOVE EXISTING PITCH POCKET AROUND ROOFTOP UNIT SUPPORT PLATFORM

AND PROVIDE NEW PITCH POCKET. TYPICAL OF 12 LOCATIONS.

REMOVE EXISTING AIR COOLED CONDENSING UNIT. REPLACE EXISTING ROOF CURB

CAP AND REINSTALL THE AIR COOLED CONDENSING UNIT.

REMOVE EXISTING EXHAUST FAN. FURNISH AND INSTALL TWO NEW ROOF

EQUIPMENT SUPPORT RAILS WITH A MINIMUM HEIGHT OF 18”. REINSTALL EXHAUST

FAN ON NEW SUPPORT RAILS. EXTEND DUCTWORK VERTICALLY BY REMOVING AND

REATTACHING THE 90 DEG DUCTWORK ELBOW. EXTEND ELECTRICAL POWER

WIRING AS REQUIRED. PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK.

EXISTING DUCTWORK IS 9” IN DIAMETER.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR THE ROOF CURB. REINSTALL DUCTWORK AND EXHAUST FAN.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 36” LONG. REINSTALL DUCTWORK AND EXHAUST FAN.

PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK. EXISTING DUCTWORK IS

14” IN DIAMETER.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 48” LONG. REINSTALL EXHAUST FAN. FABRIACATE AND

INSTALL NEW DUCTWORK TO MATCH THE EXISTING STARTING AT THE FIRST WELD

JOINT ABOVE THE ROOF. PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK.

EXISTING DUCTWORK IS 9” IN DIAMETER. REMOVE EXISTING POWER WIRING AND

CONDUIT. REROUTE POWER WIRING THROUGH A NEW ROOF PENETRATION THAT IS

SEPARATE FROM THE EXHAUST DUCTWORK.

REMOVE EXISTING EXHAUST DUCTWORK AND EXHAUST FAN TO INSTALL A NEW CAP

FOR EACH OF THE ROOF EQUIPMENT SUPPORT RAILS. EXISTING EQUIPMENT RAILS

ARE APPROXIMATELY 24” LONG. REINSTALL DUCTWORK AND EXHAUST FAN.

PROVIDE SUPPORT STAND FOR THE EXHAUST DUCTWORK. EXISTING DUCTWORK IS

9” IN DIAMETER. REMOVE EXISTING POWER WIRING AND CONDUIT. REROUTE

POWER WIRING THROUGH A NEW ROOF PENETRATION THAT IS SEPARATE FROM

THE EXHAUST DUCTWORK.

REMOVE EXISTING EXHAUST FAN, EQUIPMENT RAILS AND POWER WIRING. PATCH

ROOF DECK. POWER WIRING SHALL BE REMOVED BACK TO THE PANELBOARD.

PROVIDE SUPPORT BELOW THE ROOF DECK FOR THE EXISTING VENT PIPING.

EXISTING CHILLER WAS INSTALLED IN 2022 AND IS STILL UNDER WARRANTY.

CONTACT ORIGNAL INSTALLER TO ARRANGE FOR REMOVAL OF THE CHILLER TO

ALL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 23, 2022.