Attachment 0003 2022-0292 Appendix B - Drawings Set.pdf

PDF 6 MB Posted Jun 26, 2023

Attached to: Building 139 Roof and Exterior Repair
Solicitation number: W519TC-23-R-2051
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Dec 20, 2023

This set of construction drawings and specifications is for the Building 139 Roof and Exterior Repair project at Rock Island Arsenal in Illinois. The project involves replacing the existing roof system with a new fully adhered 90 mil EPDM roof including insulation, cover board, and accessories. Exterior work includes repairing stucco, concrete, windows, and mechanical equipment. Bidding opens on April 28, 2023 under solicitation number W519TC-23-R-2051 issued by the Department of the Army Contracting Command. The contractor must complete all roofing and exterior repairs and provide a three-year warranty on materials and labor.

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Other files

File	Type	Posted
Amendment 0005.pdf	PDF	Jul 26, 2023
Amendment 0004.pdf	PDF	Jul 24, 2023
Attachment 0011 Roof Report RIA Building 139 April 17 2023.pdf	PDF	Jul 24, 2023
Attachment 0010 Site Visit Sign In Sheet.pdf	PDF	Jul 18, 2023
Amendment 0003.pdf	PDF	Jul 18, 2023
Amendment 0002.pdf	PDF	Jul 17, 2023
Attachment 0003 2022-0292 SOW - Appendix B - Drawings Set - Rev1.pdf	PDF	Jul 17, 2023
Amendment 0001.pdf	PDF	Jul 12, 2023
A-201 Revised 12 July 2023.pdf	PDF	Jul 12, 2023
Attachment 0009 Site Vist Map.pdf	PDF	Jun 26, 2023
Attachment 0006 2022-0292 Appendix E - Asbestos Report.pdf	PDF	Jun 26, 2023
Attachment 0007 DB Wage Determination.pdf	PDF	Jun 26, 2023
Attachment 0002 2022-0292 Appendix A - Specifications.pdf	PDF	Jun 26, 2023
Attachment 0004 2022-0292 Appendix C - Submittal Register (1).pdf	PDF	Jun 26, 2023
W519TC-23-R-2051.pdf	PDF	Jun 26, 2023
Attachment 0001 2022-0292 - Scope of Work.pdf	PDF	Jun 26, 2023
Attachment 0005 2022-0292 Appendix D - Construction Debris Submittal (1).pdf	PDF	Jun 26, 2023
Attachment 0008 VENDOR GUIDE Contract Opportunities All Topics.pptx	PPTX presentation	Jun 26, 2023

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FY: 2022

PR NO: 2022-0292

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ROCK ISLAND ARSENAL

BUILDING 139 ROOF AND EXTERIOR REPAIR

SOW - APPENDIX B

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1" = 800'

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VICINITY MAP

SHEET ID. TITLE OF SHEET

G-001 COVER SHEET

GENERAL

INDEX OF DRAWINGS

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ABBREVIATIONS & GENERAL NOTES

FLOOR PLANSA-101

A-202

DETAILSA-501

DETAILSA-502

EXTERIOR ELEVATIONS - DEMOA-201

CONSTRUCTION TYPE

(IBC 2021, SECTION 602)

III-B

OCCUPANCY CLASSIFICATION

(IBC 2021, CHAPTER 3)

GROUP F

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CODE ANALYSIS

CATEGORY DESIGNATION

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EXTERIOR ELEVATIONS - NEW

A-301 SECTIONS

PHOTOSA-701

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1" = 70'

RIA LOCATION MAP

GENERAL 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 THROUGH THE PARKING LOT TO

THE WEST OF BUILDING 139. 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. THE BASE OPS CONTRACTOR WILL REQUIRE ACCESS TO BUILDING 139. 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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CALLOUT HEAD

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DETAIL IDENTIFIER

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PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLSREFERENCE SYMBOLS

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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. EXISTING PAINT SHALL BE PRESUMED TO BE LEAD BASED

14. EXISTING PIPE INSULATION SHALL BE PRESUMED TO BE ASBESTOS CONTAINING

15. EXISTING WINDOW GLAZING SHALL BE PRESUMED TO BE ASBESTOS CONATINING

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

NOTED OR SHOWN ON DRAWINGS.

17. 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.

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

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

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

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

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

22. 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.

23. 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.

24. 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.

25. 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.

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

HAVING JURISDICTION.

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

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

REGULATORY AGENCIES.

29. 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.

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

31. 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.

32. 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.

33. 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.

34. ANY ANCHORS USED TO ATTACH ITEMS TO THE EXTERIOR WALLS MUST BE EPOXY ANCHORS. EXPANSION ANCHORS

ARE STRICTLY PROHIBITED. THE USE OF ROTARY IMPACT DRILLS IS NOT AUTHORIZED. TOOLS USED MUST NOT BE

IMPACT TYPE.

GENERAL DEMOLITION AND NEW WORK

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

2. THE CONTRACTOR SHALL REPLACE 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.

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

N.I.C. 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

SHGC SOLAR HEAT GAIN COEFFICIENT

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

VIEW TITLES

PLAN

NORTH

XXX

X-###

SCALE

VIEW TITLE

X-###

DWG. NO. WHERE

ELEVATION IS DRAWN

ELEVATION

NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

DWG. NO. WHERE

SECTION IS DRAWN

SECTION

NUMBER

105'-0"

1/16" = 1'-0"

FIRST FLOOR PLAN

TRUE N

PLAN

NORTH

A B C D

42'-6"20'-0"42'-6"

1/16" = 1'-0"

ROOF PLAN

PLAN

NORTH

105'-0"

A B C D

42'-6"20'-0"42'-6"

KEY NOTES

1. 4" METAL CONDUIT TO BE TEMPORARILY RELOCATED TO ACCOMMODATE ROOF

REPLACEMENT

2. OVERHEAD POWER LINE TO BE TEMPORARILY RELOCATED TO ACCOMMODATE

ROOF REPLACEMENT

3. CYCLONE DUST COLLECTOR WITH 14"± DIAMETER ROOF PENETRATION; INSTALL

PENETRATION FLASHING; CLEANED AND PAINT EQUIPMENT, DUCTWORK, AND

ASSOCIATED SUPPORT STRUCTURE

4. ROOFTOP DATA CABLES TO BE TEMPORARILY RELOCATED TO ACCOMMODATE

ROOF REPLACEMENT

5. 3" ROOF DRAIN

6. REMOVE EXISTING AREA DIVIDER

7. EXISTING THROUGH ROOF VENT, INSTALL NEW FLASHING

8. REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME, INFILL OPENING WITH

6" CONCRETE BLOCK, FINISH EXTERIOR WITH STUCCO ON METAL LATH

9. REMOVE AND DISPOSE OF EXISTING GUARD RAIL

GENERAL SHEET NOTES

2. REMOVE EXISTING ROOF SYSTEM DOW TO EXISTING CONCRETE DECK

3. FLASH ALL PARAPETS AND ADJACENT ROOF WALLS

4. SEAL ALL ROOF PENETRATIONS WHICH CANNOT BE FLASHED WITH

ELECTROMETRIC SEALANT

5. REMOVE ALL ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS

6. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO ACCOMMODATE

ROOF REPLACEMENT

7. SLOPE CRICKETS AT 1/8" PER INCH MIN. TOWARD ROOF DRAINS

8. ARROW SYMBOL REFERS TO PHOTOS FOUND ON SHEET A-701

A-301

D N

D N D

N D

D N

66 6

D N

A-501

TYP.

A-501

TYP.

A-502

SIM.

C C C

A-301

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A-101

AutoCAD SHX Text

AutoCAD SHX Text P19

AutoCAD SHX Text

RAMP

3/32" = 1'-0"

WEST ELEVATION

3/32" = 1'-0"

EAST ELEVATION

KEY NOTES

1. RELOCATE EXISTING MECHANICAL EXHAUST

2. REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME

3. RELOCATE EXISTING HEATER EXHAUSTS TO WALL ADJACENT TO WINDOW

4. RELOCATE EXISTING LOUVER REROUTE EXISTING MECHANICAL DUCT

5. REMOVE AND DISPOSE OF EXISTING WINDOW

GENERAL SHEET NOTES

1. EXISTING WINDOW GLAZING IS ASBESTOS CONTAINING, TAKE APPROPRIATE

PRECAUTIONS DURING REMOVAL

2. PRESUME THAT EXISTING PAINT IS LEAD BASED AND TAKE APPROPRIATE

PRECAUTIONS DURING REMOVAL

3. SEAL ALL NEW WALL PENETRATIONS PRIOR TO PAINTING

SHEET HATCH KEY

CONCRETE BLOCK

INFILL WALL

DEMO AREA

3/32" = 1'-0"

SOUTH ELEVATION

3 3 3

666666

3/32" = 1'-0"

NORTH ELEVATION

4 15

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A-201

3/32" = 1'-0"

WEST ELEVATION

3/32" = 1'-0"

EAST ELEVATION

6 6

CCC

A-502

3/32" = 1'-0"

SOUTH ELEVATION

7 7 7

BB B B B B B B B B B B B B

A A A A A A A A A A A A A

A-502

3/32" = 1'-0"

NORTH ELEVATION

B B B B B B B B B B B B B B

A A A A A A A A A A A A A

KEY NOTES

1. INFILL OPENING WITH 6" CONCRETE BLOCK, FINISH EXTERIOR WITH STUCCO ON

METAL LATH

2. APPLY STUCCO FINISH, ON METAL LATH, OVER EXISTING CONCRETE BLOCK

3. SANDBLAST CLEAN EXISTING STEEL ANGLE, PRIME AND PAINT

4. SANDBLAST CLEAN EXISTING STEEL LINTEL, PRIME AND PAINT

5. CLEAN AND PAINT MECHANICAL EQUIPMENT AND EXHAUST DUCTS

6. PAINT #2 TO BE APPLIED ON OUTWARD FACING SURFACE ONLY

7. MECHANICAL EXHAUST, DO NOT PAINT

8. FASCIA AND SOFFIT TO BE PAINT #2

9. INSTALL CASING BEAD WITH WEEP HOLES ALONG BOTTOM EDGE OF NEW STUCCO

GENERAL SHEET NOTES

1. PRESUME THAT EXISTING PAINT IS LEAD BASED AND TAKE APPROPRIATE

PRECAUTIONS DURING REMOVAL

2. REPAIR CRACKED, SPALLING, MISSING, AND OTHERWISE DAMAGED CONCRETE

AND STUCCO VENEER TO LIKE NEW CONDITION

3. PRESSURE WASH, PRIME, AND PAINT BUILDING EXTERIOR AFTER INSTALLATION

OF NEW ROOF AND EXTERIOR REPAIRS HAVE BEEN COMPLETED

PAINT KEY

PAINT #1:

· COLOR - "CAST STONE BEIGE" (SHERWIN WILLIAMS SW 6127 OR SIMILAR)

· LOCATION - BUILDING EXTERIOR AREAS NOT SHOWN AS PAINT #2 OR AS

INDICATED OTHERWISE

PAINT #2

· COLOR - DARK BRONZE TO MATCH PREFINISHED FASCIA FLASHING

· LOCATION - AREAS INDICATED BY HATCH PATTERN

4'-2 1/2"

5'-3 7/8" 5'-3 7/8"

10'-7 3/4"

4'-6"

FIXED

FIXED/FIXED

FIXED OVER /

SINGLE HUNG

WINDOW TYPES

DIMENSIONS ARE APPROXIMATE FOR REFERENCE, FIELD

VERIFY WINDOW ROUGH OPENING

ALL WINDOWS:

· COMMERCIAL GRADE ALUMINUM FRAME

· PREFINISHED IN DARK BRONZE COLOR

· MUNTINS ARE TO BE EQUALLY SPACED AS SHOWN, 1/2"

WIDE FLAT BAR, APPLIED TO THE EXTERIOR SURFACE

OF WINDOWS, WITH COLOR TO MATCH WINDOW FINISH

· U-FACTOR MAXIMUM: .25 FIXED, .32 OPERABLE

· SHGC MAXIMUM: .27 FIXED, .23 OPERABLE

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4'-6"

35'-7"

EL. 39.92'

1'-0"

℄ OF

BUILDING

10'-0"

1'-0"

1/4" = 1'-0"

BUILDING SECTION

EL. 47.83'

EL. 22.58'

PRESUMED BEDROCK

GRADE VARIES

ROOF DECK SLOPED AT

1/4" PER FOOT

EL. 39.08'

ROOF DECK SLOPED

AT 3/4" PER FOOT

KEY NOTES

1. NEW ALUMINUM WINDOW, GRID PATTERN TO MATCH EXISTING

2. EXISTING CONCRETE SILL, REPAIR AS NEEDED

3. NEW FULLY ADHERED EPDM MEMBRANE ROOF, COVER BOARD, R-30

INSULATION (R-30 MIN.)

4. CONCRETE FASCIA AND SOFFIT, REPAIR AS NEEDED

5. EXISTING STUCCO VENEER OVER CLAY TILE, REPAIR AS NEEDED

6. EXISTING CONCRETE BASE, REPAIR AS NEEDED

7. EXISTING TILE AND CONCRETE ROOF SLAB

GENERAL SHEET NOTES

1. FIELD VERIFY DIMENSIONS AND ELEVATIONS

A-502

A-502E7

A-502

SIM.

A-502

SHEET HATCH KEY

EXISTING

CONCRETE

STRUCTURE

EXISTING CLAY

TILE WALL

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EXISTING

CONCRETE / MASONRY

SUBSTRATE

DRAWING NOTES:

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

SINGLE PLY LVOC CAULK

REGLET CUT IN MASONRY

SOFT METAL WEDGE

SINGLE PLY SEALING MASTIC

EPDM BASE FLASHING

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

m m

PIPE PENETRATION

EPDM PRE-MOLDED PIPE FLASHING

12" EPDM PEEL & STICK

FLASHING TARGET PATCH

12" EPDM PEEL & STICK

FLASHING TARGET PATCH

CONTINUOUS BEAD OF SINGLE PLY LVOC CAULK

NOTES:

1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR THE MOST

CURRENT INFORMATION.

2. EPDM MEMBRANE MUST BE CLEANED, THEN PRIMED ON TOP OF

MEMBRANE AT SEAM TAPE WITH JM EPDM TAPE PRIMER. ROLL

MEMBRANE WITH ROLLER UNDER PRESSURE AT PEEL & STICK

SEAM TAPE OVER EPDM FLASHING.

3. EPDM TAPE PRIMER OR SINGLE PLY MEMBRANE PRIMER (LOW

VOC) MUST BE APPLIED ON ALL SURFACES COMING INTO

CONTACT WITH PEEL & STICK FLASHINGS. ROLL MEMBRANE WITH

HAND ROLLER UNDER PRESSURE AT FLASHING.

NTS

PIPE FLASHING

NTS

REGLET FLASHING

SHEET NOTES

1. CHEMICAL ANCHORS SHALL

BE USED FOR ATTACHMENTS

TO EXISTING MASONRY AND

CONCRETE SUBSTRATES

2. SEE SINGLE PLY FLASHING

SPECIFICATIONS FOR A FULL

DESCRIPTION OF

INSTALLATION INSTRUCTIONS

AND REQUIREMENTS WHICH

ARE CONSIDERED A PART OF

ROOFING DETAILS

3. EPDM TAPE PRIMER OR

SINGLE PLY MEMBRANE PRIME

(LOW VOC) MUST BE APPLIED

ON ALL SURFACES COMING

INTO CONTACT WITH EPDM

PEEL & STICK PRODUCTS.

ROLL MEMBRANE WITH HAND

ROLLER UNDER PRESSURE AT

SEAM IN ACCORDANCE WITH

THE EPDM INSTALLATION

GUIDE

4. 1/8" TO 1/4" OF EPDM SEAM

TAPE MUST BE EXPOSED

ALONG ENTIRE LENGTH OF

ALL SEAMS

STRAINER

TAPERED DRAIN

SINGLE PLY SEALING MASTIC

DRAIN PIPE

EPDM MEMBRANE ADHESIVE

CLAMP RING

INSULATION / COVER BOARD

INSULATION TAPERED 18" Ø

(457 mm) AROUND DRAIN

NOTES:

1. PLEASE SEE SINGLE PLY FLASHING

SPECIFICATIONS FOR A FULL

DESCRIPTION OF INSTALLATION

INSTRUCTIONS AND REQUIREMENTS

WHICH ARE CONSIDERED A PART OF

THIS DETAIL.

2. NO SEAMS OR FOLDS UNDER THE

CLAMPING RING.

EPDM NON REINFORCED

MEMBRANE ADHERED

EXISTING ROOF DECK

CUT HOLE THROUGH MEMBRANE

AT LEAST THE SAME DIAMETER

AS THE ROOF DRAIN PIPE-TYP.

1/2" ( 13 mm) MIN.

NTS

ROOF DRAIN FLASHING

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STAINLESS STEEL BACK DAM WITH

END DAMS AT JAMBS

BACKER ROD AND SEALANT

3" = 1'-0"

CLERESTORY WINDO SILL

ALUMINUM WINDOW FRAME

BACKER ROD AND SEALANT, INSTALL

1/2" WIDE WEEP SLOTS @ 48" O.C.

FLUID APPLIED WATERPROOFING

MEMBRANE

REPAIR EXISTING CONCRETE

SILL AS NEEDED

CONTINUOUS

POLYISOCYANURATE

INSULATION (R-30 MIN.)

COVER BOARD

FULLY ADHERED EPDM

ROOF MEMBRANE

3" X 3" CANT STRIP

REGLET FLASHING

SEE D6/A-501

TREATED 2X BLOCKING

4"-6"

BASE FLASHING

EXISTING BUILDING STRUCTURE

INSULATED GLASS WITH LOW-E COATING

3" = 1'-0"

CLERESTORY WINDOW HEAD

BACKER ROD

AND SEALANT

PATCH EXISTING CONCRETE

SOFFIT AND FASCIA AS NEEDED

REPLACE EXISTING 2X NAILER WITH

TREATED LUMBER AS NEEDED

CONTINUOUS

POLYISOCYANURATE

INSULATION (R-30 MIN.)

COVER BOARD

FULLY ADHERED EPDM

ROOF MEMBRANE

TREATED 2X BLOCKING

PRE-FINISHED ALUMINUM FASCIA IN

DARK BRONZE COLOR

INSTALLATION PER

MANUFACTURER'S INSTRUCTIONS

CONTINUOUS 22 GA CLEAT

FULLY ADHERED EPDM

CAP FLASHING

ALUMINUM WINDOW FRAME

INSULATED GLASS

WITH LOW-E COATING

EXISTING BUILDING

STRUCTURE

STAINLESS STEEL BACK DAM WITH

END DAMS AT JAMBS

BACKER ROD AND SEALANT

3 1/4" DEPTH ALUMINUM WINDOW FRAME

BACKER ROD AND SEALANT, INSTALL

1/2" WIDE WEEP SLOTS @ 48" O.C.

FLUID APPLIED WATERPROOFING

MEMBRANE

REPAIR EXISTING CONCRETE

SILL AS NEEDED

INSULATED GLASS WITH LOW-E COATING

3" = 1'-0"

LOW WINDO SILL

3" = 1'-0"

CONCRETE MASONRY INFULL AT JAMB / HEAD

6" CONCRETE BLOCK INFILL

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EXISTING STUCCO VENEER

ABOVE CONCRETE BASE

INTERIOR

EXTERIOR

METAL LATH

1" STUCCO VENEER

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ALIGN

COMPRESSIBLE FILLER

EXISTING BUILDING

STRUCTURE

SEALANT

EXISTING REGLET

USE CHEMICAL ANCHORS WHERE

ATTACHING TO EXISTING STRUCTURE

CAP TYPE STABILIZING

WALL ANCHOR @ 4'-0" O.C.

CAP TYPE STABILIZING WALL ANCHOR @

4'-0" O.C., BOTH HEAD AND JAMB

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EXAMPLE - DAMAGED CORNICE

TYPICAL CLERESTORY WINDOW

ROOF DRAIN

ROOF TOP DATA CABLE

ROOFTOP ELECTRICAL CONDUIT

EXAMPLE - DAMAGED WINDOW SILL

REGLET FLASHING

EXAMPLE - DAMAGED PARAPET WALL

CYCLONE DUST COLLECTOR

EXAMPLE - DAMAGED CORNICE

EXAMPLE - PARAPET CRACKING

TYPICAL CLERESTORY WINDOW W/ VENT

MECHANICAL EXHAUSTS

SOUTH ELEVATION

DAMAGED CONCRETE BASE AT NE CORNER

DAMAGED WINDOW JAMB

DAMAGED CONC. BASE AT DOOR JAMB

DAMAGED CONC. BASE AT WEST END

DAMAGED CONC. BASE AT SOUTH EAST CORNER

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Sheets and Views

G-001

G-002

G-003

G-004

A-101

A-201

A-202

A-301

A-501

A-502

A-701

File details come from the government source that posted it. Updated Jun 26, 2023.