Attachment 0003 Appendix B_2023-755_Drawing Set.pdf

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ROCK ISLAND ARSENAL

FY: 2023

PR NO: 2023-0755

PROJECT:

BUILDING 66 AND 67 ROOF REPAIR

APPENDIX B

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TITLE OF DRAWING

G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP & INDEX OF DRAWINGS

G-003

ARCHITECTURAL

ABBREVIATIONS & GENERAL NOTES

ROOF PLANA-101

INTERIOR ELEVATIONS PHOTOSA-401

DETAILSA-501

REFERENCE DRAWINGS

A-000

EXTERIOR ELEVATIONS PHOTOSA-202

SCALE: NOT TO SCALE

VICINITY MAP

D1

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INDEX OF DRAWINGS

A4

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BUILDING 66 & 67 LOCATION MAP

A1

NORTH

SCALE: NOT TO SCALE

AEREAL MAP OF ROCK ISLAND ARSENAL

D4

NORTH

PROJECT LOCATION

BUILDING 66 AND 67

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PARKING

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PARKING

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PARKING

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PARKING

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PARKING

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PARKING

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STREET

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SECOND

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THIRD

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RODMAN

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AVENUE

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NORTH

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AVENUE

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EAST

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STREET

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STREET

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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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BETTENDORF

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A-000

XX

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

WINDOW TAG

PARTITION TYPE KEYNOTE

TAG

DOOR TAG

0'-0" A.F.F.X

CEILING TAG

(TYPE & HEIGHT)

CEILING HEIGHT

CEILING TYPE

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

NORTH ARROW

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLS

SYMBOLS

WALL/PARTITION

TYPE

ARCHITECTURAL ABBREVIATIONS GENERAL NOTES

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.

AFF ABOVE FINISHED FLOOR

ACC DR ACCESS DOOR / PANEL

ADAAG AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESS ACCESSORIES

ADJ ADJUST/ ADJUSTABLE

ACOUST. ACOUSTICAL

AB ANCHOR BOLT

ANOD ANODIZED

AC AIR CONDITIONING

AL / ALUM ALUMINUM

& AND

L ANGLE

APP APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

@ AT

ATFP ANTI TERRORISM / FORCE PROTECTION

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION, INC.

BM BEAM

BLKG BLOCKING

BD BOARD

BTM BOTTOM

BLDG BUILDING

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CH CHANNEL

CPT CARPET

CLG CEILING

CLG HT CEILING HEIGHT

CTR CENTER

℄ CENTER LINE

C TO C CENTER TO CENTER

CT CERAMIC TILE

CLR CLEAR

CO CLEANOUT

CLOS CLOSET

CO COMPANY

COL COLUMN

CONC CONCRETE

CORR CORRIDOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

CY CUBIC YARD

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DR DOOR

DN DOWN

DS DOWNSPOUT

DESC DESCRIPTION

DWG DRAWING

EA EACH

EF EXHAUST FAN

EL ELEVATION

ERD EMERGENCY ROOF DRAIN

EP EPOXY PAINT

ENGR ENGINEER

EQUIP EQUIPMENT

EQ EQUAL

EXIST EXISTING

EXP EXPANSION / EXPOSED

EJ (EXP JT) EXPANSION JOINT

EXP TO EXPOSED TO STRUCTURE

STRUCT

EXT EXTERIOR

ETD ESTIMATED TRAVEL DISTANCE

FAC FACTORY

FDC FIRE DEPARTMENT CONNECTION

FT FEET

FE FIRE EXTINGUISHER

FIN FINISH

FP FLAT PAINT

FF FINISHED FLOOR

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GP GLOSSY PAINT

GL GLASS

GOVT GOVERNMENT

GYP GYPSUM

GYP BD GYPSUM BOARD

(GWB)

HKS HOOKS

HR HANDRAIL

HDW HARDWARE

HT HEIGHT

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HVAC HEATING VENTILATION & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

IRC INTERNATIONAL RESIDENTIAL

CODE

JT JOINT

JST JOIST

KP KICK PLATE

LAM LAMINATE

LDG LANDING

LAV LAVATORY

LH LEFT HAND

LHR LEFT HAND REVERSE

LT LIGHT

LTG LIGHTING

LONG LONGITUDINAL

LVR LOUVER

LP LOW POINT

MAS MASONRY

MO MASONRY OPENING

MGR MANAGER

MFR MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MWP METAL WALL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

No. (#) NUMBER

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFGI OWNER FURNISHED

GOVERNMENT INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OW OPEN WEB

OPP OPPOSITE

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

OVHD OVERHEAD

PDU POWER DISTRIBUTION UNIT

PT PAINT OR PRESSURE TREATED

PR PAIR

PNL PANEL

PART PARTITION

PLAS PLASTER OR PLASTIC

PL PLATE

PLYWD PLYWOOD

LBS OR # POUNDS

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PMJF PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

QT QUARRY TILE

REF REFERENCE

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISIONS / REVISED

RD ROOF DRAIN

RDO ROOF DRAIN OVERFLOW

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

SC SEALED CONCRETE

SCW SOLID CORE WOOD

SCHED SCHEDULE

SECT SECTION

SGP SEMI-GLOSS PAINT

SHT MET SHEET METAL

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC(S) SPECIFICATION

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SQ SQUARE

ST STORM

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

TIOL / TLT TOILET

TEL TELEPHONE

THK THICK

T'HOLD THRESHOLD

TG TEMPERED GLASS

T/ TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

T/C TOP OF CURB

TOS TOP OF STEEL

T/W TOP OF WALL

TU TOUCH-UP

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

VTR VENT THRU ROOF

W WIDTH

W/ WITH

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WNDO WINDOW

W/O WITHOUT

WRGB WATER RESISTANT GYPSUM BOARD

WS WEATHERSTRIPPING

WRO WINDOW ROUGH OPENING

YR YARD

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G-003

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GENERAL DEMOLITION / REPAIR NOTES

1. 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.

2. DUMPSTER CAN BE LOCATED ALONG THE BUILDING DURING WORKING HOURS UPON REQUEST. THE CONTRACTOR SHALL

MAKE A REQUEST IN WRITING TO THE C.O.R. AT LEAST TWO WEEKS PRIOR TO THE REQUIREMENT. DUMPSTER MUST

COMPLY WITH UFC 4-010-01 DoD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDING. DUMPSTER WILL BE EMPTY EACH

TIME THEY ARE PLACED NEAR BUILDINGS AT THE START OF THE WORKING DAY. DUMPSTER WILL BE MOVED AWAY FROM

THE BUILDING AT THE END OF EACH WORKING DAY. THE C.O.R. WILL DETERMINE THE DUMPSTER STORAGE LOCATION AT

THE END OF THE WORK DAY.

3. THE CONTRACTOR SHALL COORDINATE CRANE USAGE TWO WEEKS IN ADVANCE WITH THE CONTRACTING OFFICER

REPRESENTATIVE.

4. SCAFFOLDING CAN ONLY BE SECURE TO THE BUILDING UNDER SPECIFIC REQUIREMENTS SINCE BUILDING 66 IS AN

HISTORICAL LANDMARK LIKE MOST ROCK ISLAND ARSENAL BUILDINGS. THE CONTRACTOR SHALL USE USE ONLY MASONRY

OR EPOXY ANCHORS. ATTACHMENTS CAN BE ONLY IN MORTAR JOINTS AND IMPACT OR HAMMER DRILLS ARE NOT

PERMITTED. WHERE ATTACHMENTS TO THE STONE ARE REQUIRED FOR NEARING CAPACITY, LOCATION SHALL BE

APPROVED BY THE C.O.R. THE CONTRACTOR SHALL IMMEDIATELY PATCH RESULTANT OPENINGS AFTER SCAFFOLDING IS

TAKEN DOWN. PATCH SHOULD MATCH EXISTING MORTAR COMPOSITION. COORDINATE WITH THE C.O.R. PRIOR AND

CONFORM TO THE REQUIREMENTS OF THE NATIONAL PARK SERVICES (NPS) PRESERVATION BRIEF #2: REPOINTING MORTAR

JOINTS IN HISTORIC MASONRY BUILDINGS, ASTM E2260: GUIDE FOR REPOINTING HISTORIC MASONRY, ASTM C1707:

POZZOLANIC HYDRAULIC LIMES FOR STRUCTURAL PURPOSES. AND ASTM C144: AGGREGATE FOR MASONRY MORTAR.

5. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND OCCUPATIONAL CODE REQUIREMENTS INCLUDING, ANSIA10.32

PERSONAL FALL PROTECTION, EM 385-1.1 SAFETY AND HEALTH REQUIREMENTS, 29 CFR 1910 OCCUPATIONAL SAFETY AND

HEALTH STANDARDS, AND 29 CFR 1926.500 FALL PROTECTION.

6. MWR AND THEIR CUSTOMERS WILL REQUIRE ACCESS TO THE BUILDING 66 ( FIRST FLOOR, EAST WING). THE CONTRACTOR

SHALL MOVE MATERIALS AND/OR EQUIPMENT UPON CUSTOMER REQUEST. THE CONTRACTOR SHALL NOT BLOCK DOORS OR

ENTRY POINTS.

7. CONTRACTOR SHALL PROVIDE SAFETY BARRIERS AND OVERHEAD PROTECTION AT DOORS AND OTHER SAFETY EQUIPMENT

TO INSURE SAFE INGRESS AND EGRESS TO THE BUILDING FOR MWR AND THEIR CUSTOMERS.

8. THE CONTRACTOR CAN MAKE REQUESTS IN ADVANCE TO BLOCK ENTRANCE, BUT THESE MAY NOT BE GRANTED.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE JOB SITE. SEE SPECIFICATIONS FOR DETAILS. THIS INCLUDE

INTERIOR AND EXTERIOR AREAS SUBJECT TO FALLING DEBRIS FROM ROOFING ACTIVITIES.

10. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER IF ANY SUSPECTED

HAZARDOUS MATERIAL NOT COVERED IN THE SPECIFICATION, DRAWINGS, OR ENVIRONMENTAL REPORT IS DISCOVERED

DURING CONSTRUCTION. HANDLE AND DISPOSE OF HAZARDOUS MATERIAL IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS.

11. ASBESTOS WAS NOT DETECTED IN ANY SUSPECTED ROOF MATERIAL. BUILDING 66 HAS A KNOWN PRESENCE OF LEAD

CONTAINING MATERIAL AND /OR LEAD DUST. AS APPROPRIATE STANDARD OF CARE AND TO CONTROL THE EMISSION OF

AIRBORNE HAZARDOUS MATERIAL PUBLIC WORKS WILL PERFORM A LEAD DUST ABATEMENT IN BUILDING 66 PRIOR THE

CONTRACTOR COMMENCING THE WORK.

XX

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BUILDING 66 AND 67 ROOF PLAN

A1

NORTH

GENERAL NOTES

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES FOR

CLARIFICATIONS PRIOR TO ANY WORK.

2. GENERAL NOTES ARE APPLICABLE TO THE BASE BID ALONG WITH ANY

AWARDED BID OPTIONS.

3. THE CONTRACTOR SHALL RE-COVER THE EXISTING ROOF SYSTEM WITH A

NEW PRESSURE-FORMED ALUMINUM-ZINC ALLOY-COATED METAL SHINGLE

SYSTEM WITH MANUFACTURER'S 50 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. THE NEW SHINGLES

SHALL BE SLATELINE OR SIMILAR PRODUCT DESIGNED TO MIMIC THE

APPEARANCE OF SLATE ROOFING. COLOR TO BE APPROVED BY THE C.O.R.

4. CONTRACTOR SHALL DISABLE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS.

5. UNLESS INDICATED OTHERWISE IN PLANS OR SPECIFICATIONS THE

CONTRACTOR SHALL USE MANUFACTURER'S STANDARD DETAILS AND

PRODUCTS ACCEPTABLE FOR USE WITH A 50 YEAR WARRANTY SYSTEM.

6. THE CONTRACTOR'S CONSTRUCTION WARRANTY FOR LABOR AND

MATERIALS SHALL BE NO LESS THAN 3 YEARS FROM DATE OF PROJECT

COMPLETION.

7. PROVIDE A MINIMUM 28 GAUGE THICKNESS METAL SHINGLES AND 26

GAUGE FOR GENERAL METAL FLASHING, VALLEYS AND COUNTER FLASHING.

8. 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.

KEYNOTES

REMOVE EXISTING SEAM METAL ROOF SYSTEM DOWN TO WOOD ROOF

DECK, TYPICAL. INSTALL APPROXIMATELY ±45,240 SQUARE FEET (S.F.) OF

NEW METAL SHINGLE ROOF SYSTEM. PROVIDE ALL MANUFACTURER

RECOMMENDED LAYER OF SELF-ADHERING RUBBERIZED ASPHALTIC

MEMBRANE UNDERLAYMENT, COUNTER-FLASHING, EDGE METAL , TRIM

ADHESIVES, SEALANTS MECHANICAL FASTENERS AND REGLET DEVICES AT

STONE GABLE ROOF PARAPET.

REMOVED AND DISPOSE EXISTING SKYLIGHT SYSTEM, APPROXIMATELY

4,326 SQUARE FEET OF CURRENTLY COVER BY A METAL ROOF. PROVIDE

NEW WOOD FRAMING AND DOUBLE LAYER OF PLYWOOD TO FILL OPENING.

REMOVE (14) ROOF HATCHES AND PROVIDE (3) THREE NEW ROOF HATCHES

WHERE INDICATED OF MATCHING SIZE. COLOR TO BE SELECTED BY

CONTRACT OFFICER. PROVIDE NEW FLASHING FOR ROOF PENETRATIONS

THAT ARE TO REMAIN. INFILL REMOVED ROOF HATCHES WITH NEW WOOD

FRAMING AND DOUBLE LAYER OF PLYWOOD. APPROXIMATELY 60 SQ. FT.

FIELD VERIFY ACTIVE/INACTIVE STATUS OF ALL VENTS AND/OR FLUE

STACKS. INACTIVE VENTS SHALL BE REMOVED BELOW THE ROOF AND

CAPPED AND THE ROOF SHALL BE PATCHED PRIOR INSTALLING NEW

ROOFING, TYPICAL. ROOF VENT THAT ARE TO REMAIN PROVIDE NEW

PREFINISHED FLASHING AS RECOMMENDED BY ROOFING MANUFACTURER

TO PROVIDE A WATERTIGHT INSTALLATION.

REMOVE STEP FASCIA FLASHING AND COUNTER FLASHING AS REQUIRED TO

INSTALL NEW METAL SHINGLES. PROVIDE NEW 26 GAUGE PREFINISHED

STEP FASCIA FLASHING. REMOVE EXISTING ASPHALT SHINGLES AS

REQUIRED TO PLACE NEW FLASHING. MINIMUM 6" WIDE. INSTALL NEW

REPLACEMENT ASPHALTIC SHINGLES AND UNDERLAYMENT TO MATCH

EXISTING. TYPICAL ( NORTH AND SOUTH SIDES) SEE DETAIL C8 IN A-501

REMOVE OPEN VALLEY FLASHING AND PROVIDE NEW METAL FLASHING

VALLEY CAP PER SHINGLE MANUFACTURER RECOMMENDATIONS, TYPICAL.

REMOVE EXISTING RAKE FLASHING AND SEALANT AND PROVIDE A NEW TO

MEET THE SHINGLE MANUFACTURER RECOMMENDATIONS FOR A

WATERPROOF INSTALLATION.

REMOVE EXISTING GUTTER AND DOWNSPOUT SYSTEM INCLUDING

SEALANTS. PROVIDE NEW 7" K STYLE GUTTER CONTINUOUS TYPE. GUTTER

SHALL BE GALVANIZED 24 GAUGE STEEL WITH KYNAR 500 FINISH. HANG

GUTTER WITH HEAVY DUTY HIDDEN CLIPS OR MOUNTED STRAPS.

PREFERRED 24 GAUGE GALVANIZED ROOF MOUNTED STRAPS WITH KYNAR

500 FINISH @ 18" O.C . NEW DOWNSPOUTS AND OFFSETS SHALL BE TIGHT TO

BUILDING AND GALVANIZED 24 GAUGE 5" CORRUGATED ROUND WITH KYNAR

500 FINISH. COLOR FOR GUTTER AND DOWNSPOUT SHALL MATCH EXISTING

MASONRY OR SIMILAR TO SANDSTONE COLOR FROM PAC-CLAD

MANUFACTURER.

EXISTING BUILDING 67 IS TO REMAIN AND TO BE PROTECTED DURING

CONSTRUCTION, NOT IN CONTRACT (N.I.C.)

EXISTING PORTION ( ROOF AND GUTTER SYSTEM) OF BUILDING 67 UNDER

THIS CONTRACT.

GENERAL CONTRACTOR TO PROTECT EXISTING BUILDING 72 NOT IN

CONTRACT (N.I.C.) INCLUDING BUILDING 66 MWR EGRESS FROM ANY

DAMAGE DURING CONSTRUCTION.

REPLACE APPROXIMATELY 6,750 SQUARE FOOT OF EXISTING

DETERIORATED WOOD DECKING. REPLACE THE WOOD PLANKS WITH NEW

DOUBLE LAYER OF PLYWOOD.

REMOVE AND DISPOSE APPROXIMATELY 35,200 SQUARE FEET OF EXISTING

WOOD CEILING BATTENS AND PROVIDE APPROXIMATELY 45,000 SQUARE FEET

OF SPRAY-ON FOAM INSULATION TO THE UNDERSIDE OF THE WOOD ROOF

DECK IN A THICKNESS NEEDED TO PROVIDE A R-63 INSULATION VALUE.

PROVIDE AS REQUIRED A SPRAY-ON 15 MINUTE RATED INTUMESCENT COLOR

WHITE THERMAL BARRIER PROTECTIVE COATING OVER THE INSTALLED FOAM.

RE-SUPPORT EXISTING FIRE SPRINKLER PIPING IN ACCORDANCE TO NFPA 13.

PROTECT FIRE AND ELECTRICAL EQUIPMENT AS NEEDED TO INSULATE THE

ROOF WITHOUT OVER SPRAY OR DRIP OF INSULATION ON THEM OR ONTO

ANY OTHER SURFACE.

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EXTERIOR PHOTO - BLDG 66

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EXTERIOR PHOTO - RODMAN AVENUE

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EXTERIOR PHOTO - BLDG 66

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EXTERIOR PHOTO - NORTH AVENUE

C5

BUILDING 67 - N.I.C.

BUILDING 66

BUILDING 72 - N.I.C.

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B7

EXISTING ± 3" STEEL PURLIN.

NO WORK REQUIRED

PROVIDE NEW 2x WOOD BLOCKING

BETWEEN FLANGES.

EXISTING STEEL PURLIN

(±4" DEEP) TO REMAIN.

MANUFACTURER RECOMMENDED

METAL RIDGE SHINGLES WITH

1x4 BLOCKING EACH SIDE

EXISTING 4 3/4" X 2 1/2"

WOOD RAFTERS TO REMAIN.

PROVIDE NEW 2x6 WOOD HEADER BOLTED

16" O.C. TO EXISTING STEEL PURLIN WITH

3/8" DIA. BOLTS @ 16" O.C. FLUSH NEW

PLYWOOD DECKING WITH ADJACENT

EXISTING WOOD DECKING

PROVIDE NEW METAL SHINGLES OVER

SELF-ADHERING RUBBERIZED ASPHALTIC

MEMBRANE UNDERLAYMENT

PROVIDE NEW 2x6

WOOD BLOCKING

BETWEEN FLANGES.

EXISTING STEEL PURLIN

(±4" DEEP) TO REMAIN.

EXISTING 4 3/4" X 2 1/2"

WOOD RAFTERS

TO REMAIN.

EXISTING ALUMINUM

CLEAT & CAP FLASHING

WITH STUCCO FINISH

REMOVE & DISPOSE EXISTING SKYLIGHT,

CURBING, AND METAL COVERING.

FILL IN OPENING.

EXISTING 2x4 RAFTERS

AT ± 24" O.C. - NO

WORK REQUIRED

EXISTING ROOF TRUSS

EXISTING 1 5/8" X 7 1/4" WOOD

ROOF PLANKS

PROVIDE DOUBLE LAYER OF 3/4" PLYWOOD TO INFILL

OPENING LEFT BY REMOVED SKYLIGHT, TOP LAYER TO

BE FLUSH WITH THE EXISTING WOOD ROOF PLANKS

PROVIDE NEW 2x6 WOOD RAFTERS SECURED TO

HEADERS WITH JOIST HANGERS.

EXISTING WOOD CEILING

PLANKS TO BE REMOVED

AND DISPOSED

EXISTING BATTEN SEAM

METAL ROOF AND

UNDERLAYMENT TO BE

REMOVED DOWN TO WOOD

DECK

REPLACE EXISTING 5"

CORRUGATED ROUND

ALUMINUM DOWNSPOUTS,

FINISH MATCH TO EXISTING

EXISTING 3/4"

EXTERIOR GRADE

PLYWOOD

REPLACE EXISTING

ALUMINUM GUTTER

AND ALUMINUM

HANGERS, FINISH

MATCH TO EXISTING

MINIMUM # 9 CORROSION

RESISTANT SCREWS FASTENERS

OR AS RECOMMENDED BY METAL

SHINGLE MANUFACTURER

SEAL PIPE FLASHING PERIMETER

TOP AND SIDES TO UNDERPAN

EXISTING ROOF DECK

NEW UNDERLAYMENT

APPLY ROOFING GRADE

SEALANT / ADHESIVE TO

ALL SIDES TO MATCH

SHINGLE COLOR

NEW METAL SHINGLE

PROVIDE MINIMUM #9 CORROSION

RESISTANT SCREWS OR AS

RECOMMENDED BY MANUFACTURER

NEW SHINGLE VALLEY CAP,

SLIDE ON AFTER PANEL

INSTALLATION

NEW SHINGLE VALLEY PANEL

LOW-PROFILE

DEBRIS GUARD

EXISTING RAFTER

EXISTING ROOF DECK

ADDITIONAL LAYER OF

UNDERLAYMENT

NO FASTENERS

IN THIS AREA

EXISTING ALUMINUM SHEETS CAP

WITH FLAT LOCK SEAMS

EXISTING STONE

REMOVE EXISTING REGLET/ CLEAT

FLASHING AND SEALANT TO MEET

THE SHINGLE MANUFACTURER

RECOMMENDED RAKE/GABLE

CHANNEL AND PROVIDE WATER

PROOF INSTALLATION. PROVIDE

NEW SEALANT.

EXISTING WOOD

DECK TO REMAIN.

REMOVE EXISTING METAL SEAM

ROOFING AND UNDERLAYMENT

REMOVE AND DISPOSE WOOD CEILING BATTENS AND

PROVIDE SPRAY-ON FOAM INSULATION. SEE C5, A-501

± 6" MINIMUM

± 6" MINIMUM

NEW METAL SHINGLES FOR

SMALL PORTION OF BUILDING 67

NEW STEP FLASHING

NEW CAP FLASHING

REMOVE EXISTING SHINGLES AS REQUIRED

TO PLACE NEW FLASHING IN BUILDING 67.

INSTALL NEW REPLACEMENT SHINGLES AND

UNDERLAYMENT TO MATCH EXISTING.

PROVIDE MINIMUM #9 CORROSION

RESISTANT SCREWS OR AS

RECOMMENDED BY MANUFACTURER

NEW METAL SHINGLES

NEW SPRAY-ON FOAM INSULATION TO THE

UNDERSIDE OF THE WOOD ROOF DECK IN A

THICKNESS NEEDED TO PROVIDE A R-63

INSULATION VALUE. PROVIDE AS REQUIRED A

SPRAY-ON 15 MINUTE RATED WHITE

INTUMESCENT THERMAL BARRIER PROTECTIVE

COATING OVER THE INSTALLED FOAM.

NEW 7" K STYLE GUTTER CONTINUOUS

TYPE, GALVANIZED WITH KYNAR 500

FINISH AND HEAVY DUTY HIDDEN CLIPS

OR MOUNTED STRAPS.

NEW 5" DOWNSPOUTS

GALVANIZED CORRUGATED

ROUND WITH KYNAR 500 FINISH.

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VENT PIPE DETAIL

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TYPICAL SECTION

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SKYLIGHT INFILL DETAIL

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BUILDING OFFSET DETAIL

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TYPICAL SECTION - NEW

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