B08 Attachment 0003 Appendix B Drawings.pdf

PDF 5 MB Posted Jul 13, 2022

Attached to: Repair Roof - Building 350
Solicitation number: W52P1J-22-R-5006
Issued by: Department of the Army Materiel Command Joint Munitions Command

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Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals for a roof replacement project at Building 350 on Rock Island Arsenal in Rock Island, Illinois. The Army Contracting Command - Rock Island is seeking to fully replace the existing roof system with a new 90 mil EPDM roof and 25-year warranty. Proposals are due by the date specified in the solicitation. In addition to a new roof membrane, the selected contractor will remove existing roof insulation and reinstall new insulation, demolish specific HVAC equipment and supports, and furnish and install roof accessories like walkpads, caps, and flashings. The project also involves removing cooling towers and associated piping and platforms.

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Other files

File	Type	Posted
B08 Amendment 0002.pdf	PDF	Aug 4, 2022
B08 Specification Section 07 60 00 - Revised 04 Aug 22.pdf	PDF	Aug 4, 2022
B08 Specification Section 07 22 00 - Revised 20 Jul 22.pdf	PDF	Jul 20, 2022
B08 Specification Section 07 53 23 - Revised 20 Jul 22.pdf	PDF	Jul 20, 2022
B08 DPW SOW Project 2022-3282 - Rev 1.pdf	PDF	Jul 20, 2022
B08 Attachment 0009 Photos.pdf	PDF	Jul 20, 2022
B08 Submittal REGISTER - Revised 20 Jul 22 - Copy.pdf	PDF	Jul 20, 2022
B08 Specification Section 07 60 00 - Revised 20 Jul 22.pdf	PDF	Jul 20, 2022
B08 Amendment 0001.pdf	PDF	Jul 20, 2022
B08 Attachment 0008 Site Visit Map.pdf	PDF	Jul 13, 2022
B08 Attachment 0007 Contractor Vendor Guide.pdf	PDF	Jul 13, 2022
B08 Attachment 0001 SOW Project 2022-3282.pdf	PDF	Jul 13, 2022
B08 Attachment 0005 Appendix D Non Hazardous Construction and Demolition Debris Submittal Form.pdf	PDF	Jul 13, 2022
B08 W52P1J-22-R-5006.pdf	PDF	Jul 13, 2022
B08 Attachment 0004 Appendix C Submittal Register.pdf	PDF	Jul 13, 2022
B08 Attachment 0002 Appendix A.pdf	PDF	Jul 13, 2022
B08 Attachment 0006 Davis Bacon Wage Determination.pdf	PDF	Jul 13, 2022

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ROCK ISLAND ARSENAL

FY: 2022

PR NO: 2022-3282

PROJECT:

REPAIR BLDG 350 ROOF

APPENDIX B

REVISED 05-27-2022

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INDEX OF DRAWINGS

GENERAL

TITLE OF DRAWING

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SHEET

ID.

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SHEET

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ARCHITECTURAL

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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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COVER SHEET

LOCATION MAP, INDEX OF DRAWINGS

ABBREVIATIONS, GENERAL NOTES

DEMOLITION AND NEW WORK PLAN, PARTIAL ROOF PLAN

EXISTING ROOF PICTURES

RIA LOCATION MAP

ROOF FLASHING DETAILS

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G-005 KEYNOTES

A-104 INSULATION AND MEMBRANE LAYOUT, PARTIAL ROOF PLAN

A-105 INSULATION AND MEMBRANE LAYOUT, PARTIAL ROOF PLAN

A-106 INSULATION AND MEMBRANE LAYOUT, PARTIAL ROOF PLAN

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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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SECTION NUMBER

DWG. NO. WHERE

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SECTION MARK

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ELEVATION NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

ELEVATION

NUMBER (TYP.)

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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

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ACC DR

ADAAG

ACCESS

ADJ

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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

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

ROOF DRAIN OVERFLOW

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

RDO

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.

G-005

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KEYNOTES

FURNISH AND INSTALL NEW CAST IRON DOME FOR THE

EXISTING ROOF DRAIN AND ROOF DRAIN OVERFLOW.

EXISTING METAL STAIRS TO ACCESS THE PENTHOUSE.

REPLACE THE TWO (2) PITCH PANS AT THE BOTTOM OF THE

STAIRS. THE EXISTING PITCH PANS ARE APPROXIMATELY 12” X

21”.

EXISTING ROOF SCUTTLE. FURNISH AND INSTALL NEW

ALUMINUM ROOF CAP. SIZE IS APPROXIMATELY 38” X 40”.

EXISTING UNUSED ROOF CURB TO REMAIN. FURNISH AND

INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 36” X 36”.

EXISTING UNUSED ROOF CURB TO REMAIN. FURNISH AND

INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 30” X 30”.

EXISTING UNUSED ROOF CURB TO REMAIN. FURNISH AND

INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 20” X 20”.

EXISTING UNUSED ROOF CURB TO REMAIN. FURNISH AND

INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 24' X 24”.

EXISTING UNUSED ROOF CURB TO REMAIN. FURNISH AND

INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 34” X 34”.

EXISTING 4” PIPE COLUMN FOR EQUIPMENT PLATFORM.

EXISTING ROOFTOP UNIT WITH ROOF CURB. DISCONNECT

GAS, ELECTRICAL AND CONTROLS AS REQUIRED TO ALLOW

THE UNIT TO BE RAISED FOR THE INSTALLATION OF THE NEW

ROOFING. RECONNECT AFTER ROOFING IS COMPLETED.

FURNISH NEW ROOF WALKPADS TO SUPPORT THE STAIRS TO

THE EQUIPMENT PLATFORM.

EXISTING EQUIPMENT ROOF CURB. REMOVE CURB AND PATCH

ROOF DECK AS REQUIRED. ROOF CURB IS APPROXIMATELY

32” X 108”.

EXISTING PIPING ROOF PENETRATIONS TO REMAIN. SIZE IS

APPROXIMATELY 18” X 18”.

EXISTING 6” X 36” PIPING SUPPORT EQUIPMENT CURBS TO

REMAIN. FURNISH AND INSTALL NEW ALUMINUM ROOF CAP.

EXISTING COOLING TOWERS AND EQUIPMENT PLATFORM TO

BE REMOVED. REMOVE ALL PIPING AND ELECTRICAL TO

BELOW THE ROOF DECK. CAP PIPING BELOW THE ROOF DECK.

REMOVE THE ELECTICAL CONDUIT AND WIRE BACK TO THE

SOURCE. REMOVE PLATFORM SUPPORTS TO THE ROOF DECK.

PATCH THE CONCRETE ROOF DECK AS REQUIRED.

EXISTING 4” PIPE COLUMNS FOR EQUIPMENT PLATFORM.

EXISTING 8” PIPE COLUMNS FOR EQUIPMENT PLATFORM.

EXISTING CHILLED WATER PIPING TO REMAIN IS PRESENTLY

SUPPORTED BY THE COOLING TOWER PLATFORM. PROVIDE

NEW PIPING SUPPORTS WHEN THE COOLING TOWER

PLATFORM IS REMOVED.

EXISTING ROOF CURB FOR ELECTRICAL. SIZE IS

APPROXIMATELY 24” X 36”.

REMOVE COLD WATER PIPING AND HOSE BIBB BACK TO 12”

ABOVE THE ROOF DECK. REINSTALL THE HOSE BIBB.

EXISTING EXHAUST FAN TO REMAIN. SIZE IS APPROXIMATELY

36” X 36”. DISCONNECT EXHAUST FAN REMOVE AS REQUIRED

TO INSTALL THE NEW ROOFING.

EXISTING ROOF EQUIPMENT RAILS FOR AIR COOLED

CONDENSING UNIT. SIZE IS APPROXIMATELY 4” X 48”. FURNISH

AND INSTALL NEW ALUMINUM ROOF CAPS.

EXISTING 6” X 6” ROOF PENETRATION FOR REFRIGERANT

PIPING.

FURNISH AND INSTALL TWO (2) NEW WALKPADS UNDER THE

EXISTING PIPING SUPPORTS.

REMOVE EXISTING GUTTER AND DOWNSPOUT. FURNISH AND

INSTALL NEW SEAMLESS GUTTER WITH DOWNSPOUT.

KEYNOTES

EXISTING EXHAUST FAN AND ROOF CURB TO REMAIN.

DISCONNECT AND REMOVE EXHAUST FAN AS REQUIRED TO

ALLOW FOR THE INSTALLATION OF THE NEW ROOFING

SYSTEM. SIZE IS APPROXIMATELY 32” X 32”.

EXISTING UNUSED ROOF CURB TO REMAIN. FURNISH AND

INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 48' X 48”.

EXISTING ROOF CURB SUPPORTING AIR COOLED CONDENSING

UNIT. DISCONNECT UNIT AS REQUIRED TO INSTALL A NEW

ALUMINUM ROOF CAP. SIZE IS APPROXIMATELY 48” X 48”.

EXISTING ROOF CURB WITH ABANDONED PIPING AND

ELECTRICAL CONDUIT. REMOVE PIPING AND CONDUIT TO

BELOW THE ROOF. CAP PIPING BELOW THE ROOF. FURNISH

AND INSTALL A NEW ALUMINUM ROOF CAP. SIZE IS

APPROXIMATELY 24” X 24”.

EXISTING 48” X 48” GOOSENECK INTAKE DUCT. FURNISH AND

INSTALL NEW DUCTWORK TO MATCH EXISTING. INSTALL A

NEW ALUMINUM ROOF CAP.

EXISTING ROOF CURB TO REMAIN. FURNISH AND INSTALL A

NEW ALUMINUM ROOF CAP. SIZE IS APPROXIMATELY 33” X 85”.

EXISTING ROOF HOOD. REMOVE HOOD TO ALLOW FOR THE

INSTALLATION OF THE NEW ROOFING. REINSTALL THE HOOD

WHEN THE ROOFING IS COMPLETE.

EXISTING ROOF CURB TO REMAIN. FURNISH AND INSTALL NEW

ALUMINUM ROOF CAP. SIZE IS APPROXIMATELY 28” X 28”.

EXISTING EXHAUST FAN AND ROOF CURB TO REMAIN.

DISCONNECT EXHAUST FAN REMOVE AS REQUIRED TO

INSTALL THE NEW ROOFING. REINSTALL THE EXHAUST FAN.

SIZE IS APPROXIMATELY 48” X 48”.

REMOVE AND DISPOSE OF EXISTING SATELLITE DISH.

REMOVE EXISTING COOLING TOWER AND SUPPORT

PLATFORM. REMOVE PLATFORM SUPPORTS DOWN TO THE

ROOF. PATCH THE CONCRETE ROOF DECK AS REQUIRED.

REMOVE PIPING TO BELOW THE ROOF DECK AND CAP.

REMOVE ELECTRICAL BACK TO THE SOURCE.

A-101

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4" RD

6" RDO

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4" RD

6" RDO

4" RD

6" RDO

4" RD

4" VTR

6" VTR

6" RDO

4" RD

6" RDO

6" VTR

12 12 12 12

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14 14

PENTHOUSE PENTHOUSE

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AutoCAD SHX Text B

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AutoCAD SHX Text D

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NORTH

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1/8"=1'0"

A-102

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NOTES:

APPROVED

CONC. / MASONRY

SUBSTRATE

(WATERPROOFED)

1. REFER TO THE MANUFACTURER'S SINGLE PLY FLASHING SPECIFICATIONS AND FOR A FULL DESCRIPTION OF INSTALLATION

INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL.

2. TO ASSURE SURFACE MOUNTED TERMINATIONS PERFORM EFFECTIVELY, WATERPROOF AND MAINTAIN CONCRETE AND

MASONRY SUBSTRATES.

3. MINIMUM FLASHING HEIGHT IS 8" (203 MM) ABOVE ROOF SURFACE.

TERM BAR FASTENED 12" (304 mm) O.C. MAX.

WITH APPROPRIATE FASTENERS

APPROPRIATE MASONRY

ANCHOR 12" (304 mm) O.C. MAX.

SINGLE PLY LVOC CAULK

SINGLE PLY SEALING MASTIC

EPDM MEMBRANE

ADHERED TO WALL

WITH APPROVED

MEMBRANE ADHESIVE

OPTIONAL TWO PIECE

COUNTERFLASHING

SURFACE VERSION

ENLARGED VIEW OF

SNAP LOCK

ONE PIECE COUNTER FLASHING

(SURFACE MOUNTED VERSION)

TERMINATION BAR 1/4" (8 mm)

GAP BETWEEN SECTIONS

MANUFACTURER APPROVED FASTENER

AND PLATE 12" (304 mm)

O.C.

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 Jul 13, 2022.