B08 Attachment 0003 Appendix B Drawings Project Plans.pdf

PDF 2 MB Posted Apr 26, 2023

Attached to: Repair Roof - Building 250
Solicitation number: W519TC-23-R-2045
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Dec 28, 2023

This package includes drawings and specifications for the repair of the roof on Building 250 at Rock Island Arsenal. The project involves removing the existing EPDM roof membrane, insulation, and flashing, and installing a new fully adhered 90 mil EPDM roof system with manufacturer's 25-year warranty. Drawings show the roof plan, sections, and details of the new roof drains, flashing, and insulation. Specifications provide requirements for tapered insulation, cover board, fasteners, adhesives, and warranties. Bids are due by July 15, 2023 for the project, which is expected to be completed by September 30, 2023.

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Other files

File	Type	Posted
B08 Attachment 0011 Photos Bathroom 22 May 2023.pdf	PDF	May 22, 2023
B08 W519TC-23-R-2045 Amendment 0002.pdf	PDF	May 22, 2023
B08 Attachment 0010 Photos 11 May 2023.pdf	PDF	May 15, 2023
B08 W519TC-23-R-2045 Amendment 0001.pdf	PDF	May 15, 2023
B08 Attachment 0004 Appendix C Submittal Register.pdf	PDF	Apr 26, 2023
B08 Attachment 0009 Site Visit Map.pdf	PDF	Apr 26, 2023
B08 Attachment 0002 Appendix A Specifications.pdf	PDF	Apr 26, 2023
B08 Attachment 0008 Contractor Vendor Guide.pdf	PDF	Apr 26, 2023
B08 Attachment 0005 Appendix D Non Hazardous Construction and Demolition Debris Submittal.pdf	PDF	Apr 26, 2023
B08 Attachment 0007 Davis Bacon Wage Determination.pdf	PDF	Apr 26, 2023
B08 Attachment 0001 SOW Project 2019-4428.pdf	PDF	Apr 26, 2023
W519TC-23-R-2045.pdf	PDF	Apr 26, 2023
B08 Attachment 0006 Appendix E Asbesto Report.pdf	PDF	Apr 26, 2023

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ROCK ISLAND ARSENAL

FY: 2019

PR NO: 2019-4428

BUILDING 250 ROOF REPAIR

DPW-SOW - APPENDIX B

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1" = 800'

KEY PLAN

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SEE SHEET G-003 FOR ENLARGED

PLAN AND BUILDING LOCATION

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VICINITY MAP

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TITLE OF DRAWING

G-001 COVER SHEET

GENERAL

INDEX OF DRAWINGS

G-002 LOCATION MAP & INDEX OF DRAWINGS

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ARCHITECTURAL

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ABBREVIATIONS & GENERAL NOTES

ROOF PLANA-101

SECTIONS & EXTERIOR ELEVATIONSA-301

DETAILSA-501

DETAILSA-502

PLUMBING

PLUMBING NOTES, ABBREVIATIONS AND SCHEDULEP-000

PLUMBING DEMOLITION - PARTIAL FLOOR PLANP-100

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PLUMBING NEW WORK - PARTIAL FLOOR PLANP-102

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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 GATE NEAR THE

SOUTHWEST CORNER OF BUILDING 250. 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 TO BUILDING 250. 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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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. 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.

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

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

NORTH

XXX

X-###

SCALE

VIEW TITLE

X-###

A G

N U

S O

A G

N U

S O

INSTALL NEW PRIMARY

AND OVERFLOW DRAINS

(TYP.)

EXISTING ROOF

TO REMAIN (N.I.C.)

OPEN TO BELOW

NEW FLASHING AT EXISTING

ROOF PENETRATIONS (TYP.)

EXTEND PIPING AS REQUIRED

- SEE DETAIL A4/A-502

NEW OVERFLOW

DRAIN MAIN PIPE

-SEE MECH.

CONNECT NEW ROOF

DRAIN TO EXISTING

PRIMARY MAIN (TYP.)

A-301

REMOVE AND DISPOSE OF

EXISTING ROOF DRAIN (TYP.)

REMOVE AND REPLACE

EPDM ROOF

ADJUST HEIGHT OF DOWNSPOUT

DISCHARGE TO COORDINATE

WITH NEW ROOF HEIGHT (TYP.)

DS DS DS DS

OVERFLOW MAIN

VERTICAL DOWN TO

PENETRATE FLOOR

OPEN TO BELOW

OVERFLOW MAIN

VERTICAL DOWN

TO FLOOR

REMOVE AND REPLACE

EPDM ROOF

EXISTING ROOF

TO REMAIN (N.I.C.)

REMOVE AND DISPOSE OF

EXISTING ROOF DRAIN (TYP.)

NEW OVERFLOW

DRAIN MAIN PIPE

-SEE MECH.

DS DS DS DS

INSTALL NEW PRIMARY

AND OVERFLOW DRAINS

(TYP.)

ADJUST HEIGHT OF DOWNSPOUT

DISCHARGE TO COORDINATE

WITH NEW ROOF HEIGHT (TYP.)

PARAPET

COMBINATION ROOF DRAIN

EXISTING ROOF DRAIN

DOWNSPOUT

STACKS, OTHER PENETRATIONS

ROOF SYMBOL LEGEND

TAPERED INSULATION SLOPE

WALL

D A

T E

A P

P R

A R

K D

E S

C R

I P

T I O

S U

B M

I T

T E

I S

S U

A T

P R

O J E

D R

A W

I N

U S

R M

A R

R I S

L A

E N

A L

D I R

E C

T O

R A

U B

K S

R O

L A

N D

I L

D E

S I G

N E

D R

A W

C H

E C

K E

C S

A P

P R

O V

O S

K I

I R

E C

T O

U B

K S

A C

H I E

N G

I N

E E

R I

L A

E N

A L

B U

I L D

I N

R E

P A

P R

O J E

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

R O

A-101

3/32" = 1'-0"

SOUTH LOW BAY ROOF

PLAN

NORTH

3/32" = 1'-0"

NORTH LOW BAY ROOF

T R

NORTH

T R

KEY PLAN - LOW BAY ROOF

T R

NORTH

PROJECT

LOCATION

A G

N U

S O

A G

N U

S O

OVERFLOW MAIN TO TERMINATE

AT DOWNSPOUT NOZZLE WITH

BOTTOM LIP @ 12" ABOVE GRADE

OVERFLOW MAIN ABOVE

PENETRATIONS AT 2HR

RATED WALLS

FIRESTOPPING REQUIRED

OVERFLOW MAIN TO

PENETRATE EXTERIOR

WALL AT FLOOR LINE

AND TERMINATE AT

DOWNSPOUT NOZZLE

ABOVE GRADE

OVERFLOW MAIN ABOVE

VERTICAL SECTION OF

OVERFLOW MAIN

±2'-0"

PENETRATIONS AT 2HR

RATED WALLS

FIRESTOPPING REQUIRED

PENETRATION AT 3HR

RATED WALL

FIRESTOPPING REQUIRED

EXTEND OVERFLOW MAIN

UNDER PEDESTRIAN RAMP

AND TERMINATE WITH

DOWNSPOUT NOZZLE

ABOVE GRADE

VERTICAL MAIN TO

PENETRATE GYP.

CEILING AND DOWN

THROUGH

CONCRETE FLOOR

WOMEN'S

LOCKER

ROOM

REMOVE LOCKER ROOM

CEILING AS NECESSARY

TO INSTALL DRAIN PIPE

REPLACE CEILING WITH

5/8" MOLD RESISTANT

TYPE 'C' GYPSUM BOARD

GLOSS PAINT TO MATCH

EXISTING CEILING

PENETRATION AT 2HR

RATED WALL

FIRESTOPPING REQUIRED

INSTALL ESCUTCHEON

PLATES AT FLOOR

AND CEILING

PENETRATIONS

D A

T E

A P

P R

A R

K D

E S

C R

I P

T I O

S U

B M

I T

T E

I S

S U

A T

P R

O J E

D R

A W

I N

U S

R M

A R

R I S

L A

E N

A L

D I R

E C

T O

R A

U B

K S

R O

L A

N D

I L

D E

S I G

N E

D R

A W

C H

E C

K E

C S

A P

P R

O V

O S

K I

I R

E C

T O

U B

K S

A C

H I E

N G

I N

E E

R I

L A

E N

A L

B U

I L D

I N

R E

P A

P R

O J E

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

B A

S E

M E

A-102

3/32" = 1'-0"

SOUTH LOW BAY FIRST FLOOR

PLAN

NORTH

3/32" = 1'-0"

NORTH LOW BAY FIRST FLOOR

T R

NORTH

T R

1/4" = 1'-0"

ENLARGED PLAN

A G

N U

S O

A G

N U

S O

EXISTING STEEL

COLUMN BEYOND

2'-0"

EQ.

NEW WOOD ROOF

TRUSSES @ 24" O.C.

SLOPE TOWARD

DRAIN @

" PER FOOT

TO ROOF DRAIN

T.O. WALL

EL. ±35'-10"

NEW OVERFLOW DRAIN MAIN PIPE

EXTEND TO EXTERIOR OF BUILDING

- EXACT LOCATION TO BE DETERMINED

IN FIELD SO AS NOT TO CONFLICT

WITH EXISTING STRUCTURAL AND/OR

UTILITY ELEMENTS

I N

A-501

EXISTING STEEL

STRUCTURE BEYOND

NEW ROOF DRAIN

CONNECTED TO

EXISTING MAIN PIPE

CONNECT OVERFLOW

DRAIN TO OVERFLOW

MAIN DRAIN PIPE

RELOCATED EXISTING

PRIMARY ROOF DRAIN

AND ADD OVERFLOW

DRAIN ADJACENT

SEE DETAIL A7/A-501

±2

INSTALL NEW

INSULATION,

COVERBOARD, AND

EPDM MEMBRANE

ROOF DRAIN INLET

EL. ±37'-6"

2X6 BASE PLATE

ATTACHED TO EXISTING

ROOF SHEATHING

EPDM MEMBRANE

COVER BOARD

R-30 MIN. POLYISO INSULATION

1/2" PLYWOOD SHEATHING

INSTALL NEW COPING OVER

NEW EPDM MEMBRANE

FILL CAVITY WITH

BLOWN INSULATION

A-501

T.O. BASEMENT FLOOR

EL. ±19'-6"

3/4" = 1'-0"

WALL SECTION AT LOW BAY ROOF

EXISTING ROOF DRAIN

MAIN PIPE TO REMAIN

REMOVE EXISTING

INSULATION, COVER

BOARD, AND EPDM

MEMBRANE

RELOCATE EXISTING

ROOF DRAINS

NOTE:

CONTRACTOR TO

RECYCLE REMOVED

EPDM MEMBRANE

REMOVE EXISTING COPING

D A

T E

A P

P R

A R

K D

E S

C R

I P

T I O

S U

B M

I T

T E

I S

S U

A T

P R

O J E

D R

A W

I N

U S

R M

A R

R I S

L A

E N

A L

D I R

E C

T O

R A

U B

K S

R O

L A

N D

I L

D E

S I G

N E

D R

A W

C H

E C

K E

C S

A P

P R

O V

O S

K I

I R

E C

T O

U B

K S

A C

H I E

N G

I N

E E

R I

L A

E N

A L

B U

I L D

I N

R E

P A

P R

O J E

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A-301

S E

C T

I O

N S

E X

T E

R I O

L E

V A

T I O

N S

3/4" = 1'-0"

WALL SECTION (DEMO)

A G

N U

S O

A G

N U

S O

APPROVED

CONC. / MASONRY

SUBSTRATE

(WATERPROOFED)

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

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. MAX. PENETRATION

DEPENDANT ON DECK

MATERIAL(S). SEE SPECS FOR

FURTHER INFORMATION

EPDM MEMBRANE

ADHERED MECHANICALLY FASTENED

EPDM MEMBRANE

ADHESIVE (FOR ADHERED

SPECIFICATIONS ONLY)

INSULATION & COVER BOARD

APPROPRIATE FASTENERS AT 12" (304 mm) O.C.

EXISTING STRUCTURE

2X WOOD NAILER

EXISTING SUBSTRATE

CONTINUOUS CLEAT

EPDM MEMBRANE ADHERED TO

CURB WITH APPROVED MEMBRANE

ADHESIVE

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. 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.

3. 1/8" TO 1/4" OF EPDM SEAM TAPE MUST BE EXPOSED

ALONG ENTIRE LENGTH OF ALL SEAMS.

EPDM 3" SEAM TAPE WITH 1/8" TO 1/4" EXPOSED

EPDM TAPE PRIMER - SEE NOTE 2

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

APPROVED 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

NTS

WALL FLASHING

NTS

PARAPET COPING

2X WOOD SHIM

P E

" P E

R F

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SHEET METAL COPING

3" = 1'=0"

COMBINATION MAIN & OVERFLOW DRAINS

2'-0"

PRIMARY DRAIN OVERFLOW DRAIN

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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

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KEYNOTES

DISCONNECT EXISTING ROOF DRAIN FROM THE EXISTING PIPING.

NEW ROOF DRAIN. CONNECT TO EXISTING STORM DRAIN PIPING. MATCH EXISTING

ROOF DRAIN AND PIPING SIZE. EXISTING DRAWINGS SHOW THE ROOF DRAINS AS 4”.

NEW ROOF DRAIN. CONNECT TO NEW SECONDARY ROOF DRAIN SYSTEM. NEW

SECONDARY ROOF DRAINS SHALL BE 4”.

BOTTOM PIPE ELEVATION IS APPROXIMATELY 12'-0”. SLOPE ALL NEW STORM WATER

PIPING AT 1/8” PER FT.

DROP BELOW FLOOR LEVEL. ROUTE PIPING UNDER THE CONCRETE OF THE EXIST

RAMP. PROVIDE DSO IN THE SOUTH FACE OF THE ACCESS RAMP. CENTERLINE OF DSO

WILL BE APPROXIMATELY 10-1/2” ABOVE THE ADJACENT GRADE ELEVATION.

DROP BELOW BOTTOM OF WINDOW. PROVIDE DSO IN THE NORTH FACE OF THE WALL.

CENTERLINE OF DSO WILL BE APPROXIMATELY 10-1/2” ABOVE THE ADJACENT GRADE.

EXTEND EXISTING 16” RD EXHAUST DUCT SO THAT THE HEIGHT OF ABOVE THE ROOF

REMAINS THE SAME.

REMOVE PORTION OF ABANDONED CRANE RAIL AS REQUIRED TO ALLOW THE

INSTALLATION OF THE NEW STROM PIPING.

BASIC MECHANICAL ABBREVIATIONS

MARK DESCRIPTION MARK DESCRIPTION

CO CLEANOUT

DSO DOWNSPOUT OUTLET

NC NEW CONNECTION

RD ROOF DRAIN

ST STORM

TYP TYPICAL

WCO WALL CLEANOUT

PLUMBING EQUIPMENT SCHEDULE

PLAN TAG DESCRIPTION

BASIS OF DESIGN

MANUFACTURER

DSO-1

DOWNSPOUT COVER WITH HINGED PERFORATED

COVER, FABRICATED POLISHED BRASS. REFER TO

FLOOR PLAN FOR SIZES.

SMITH MFG CO. 1775

RD-1

WATER DAM TYPE ROOF DRAIN: CAST IRON BODY

WITH ADJUSTABLE EXTENSION SLEEVE,

REVERSIBLE COLLAR, COMBINED FLASHING

CLAMP AND WATER DAM, AND CAST IRON DOME.

SMITH MFG CO. 1045

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Au…

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