Easton Roof Bid Dwgs.pdf

7133 RUTHERFORD ROAD, SUITE 300, BALTIMORE, MD 21244

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PROJECT NUMBER: 067196

EASTON BRANCH ROOF REPLACEMENT

MARYLAND DEPARTMENT OF TRANSPORTATION

9148 CENTREVILLE ROAD, EASTON, MD 21601

BID SUBMISSION

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P ro je c t N u m b e r:

DRAWING INDEX

GENERAL

G001 COVER SHEET

ARCHITECTURAL

A001 GENERAL NOTES, SYMBOLS, LEGENDS & ABBREVIATIONS

AD101 ROOF PLAN - DEMOLITION

A101 ROOF PLAN - NEW WORK

A501 ROOF DETAILS

A502 ROOF DETAILS

LOCATION MAPVICINITY MAP

MOTOR VEHICLE ADMINISTRATION

JUNE 10, 2022

CONTRACT NO. V-MUL-19010-AE-A

EARTH / SOIL

TILE / ACOUSTIC PANEL

PLYWOOD

SHIM

DIMENSIONAL LUMBER

FINISH LUMBER

ALUMINUM

STEEL

PLASTIC / PVC

CAVITY MOISTURE

PROTECTION MATERIAL

COARSE AGGREGATE / BALLAST

SPRAYFOAM INSULATION

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD

GROUT

CONCRETE

CMU

BRICK

M888

SIM

101A

ROOM

101A

L-2

A

W1

L1

A101

A101

A101

DETAIL REFERENCE

DRAWING ON WHICH DETAIL APPEARS

DOOR NUMBER REFERENCE

LINTEL TYPE REFERENCE

STRUCTURAL COLUMN REFERENCE

PROJECT LOCATION

WINDOW TYPE REFERENCE

LOUVER TYPE REFERENCE

ROOM SIGN REFERENCE

KEYNOTE REFERENCE

DETAIL REFERENCE

SECTION REFERENCE

DRAWING ON WHICH SECTION APPEARS

WALL SECTION REFERENCE

SECTION REFERENCE

DRAWING ON WHICH SECTION APPEARS

BUILDING SECTION REFERENCE

ELEVATION REFERENCE

DRAWING ON WHICH ELEVATION APPEARS

EXTERIOR ELEVATION REFERENCE

CEILING TYPE

HEIGHT OF CEILING ABOVE FLOOR

CEILING SYSTEM REFERENCE

INTERIOR ELEVATION REFERENCE

MAGNETIC NORTH

BUILDING NORTH

NORTH ARROW REFERENCE

ROOM NAME

ROOM NUMBER

ROOM IDENTIFICATION REFERENCE

REVISION REFERENCE

A10

DRAWING ON WHICH DETAIL APPEARS

ELEVATION REFERENCE

R1

TYPE A

10'-0"

1. ALL WORK TO CONFORM TO REQUIREMENTS OF THE GOVERNING

BUILDING CODE, OSHA AND ALL OTHER APPLICABLE CODES, RULES,

REGULATIONS, ORDINANCES, ETC. IN THEIR LATEST EDITION. CONFORM

ALL WORK TO REQUIREMENTS OF ALL AUTHORITIES HAVING

JURISDICTION.

2. ALL WORK THAT IS IMPLIED OR REASONABLY INFERRED BY THE

DRAWINGS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE

INCLUSION OF ANY AND ALL WORK BY MENTION, NOTATION, DETAIL,

ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THAT THE

CONTRACTOR TO PROVIDE AND INSTALL SAME AT NO ADDITIONAL COST

OR BURDEN TO THE OWNER. ALL WORK PERFORMED TO INCLUDE ALL

APPURTENANCES AND APPARATUS NORMALLY DEEMED TO BE PART OF

A COMPLETE PACKAGE WITHIN THE DEFINITIONS OF ORDINARY

INDUSTRY STANDARDS. ALL TRADES ARE RESPONSIBLE FOR

REVIEWING THE ENTIRE SET OF DRAWINGS THEREBY NOTING AND

INCLUDING THEIR WORK AS APPLICABLE. THE INTENT OF THE DRAWING

SET IS TO RESULT IN A COMPLETE AND FINISHED PROJECT IN ALL

REGARDS AT THE CONCLUSION OF THE WORK. INCLUDE ALL WORK,

WHETHER SHOWN OR NOT, AS MAY BE NECESSARY TO ACCOMPLISH

THE INTENDED RESULT.

3. APPLY AND PAY FOR ALL PERMITS, INSPECTIONS, APPROVALS, ETC.

ARRANGE AND COORDINATE ALL REQUIRED INSPECTIONS AND SECURE

ALL NECESSARY APPROVALS OF THE WORK.

4. BECOME FAMILIAR WITH THE PROJECT THROUGH INSPECTION OF THE

SITE AND REVIEW OF THE DRAWINGS SO AS TO THOROUGHLY

UNDERSTAND THE NATURE AND REQUIREMENTS OF THE WORK. ANY

AND ALL DISCREPANCIES OR OMISSIONS TO BE REPORTED TO THE

OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY

SUCH DISCREPANCY OR OMISSION. ENSURE THAT DISCREPANCIES OR

OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED PRIOR TO

WORK BEING PERFORMED. ANY AND ALL WORK PROCEEDING

OTHERWISE AND THEN FOUND TO BE INCORRECT OR INCONSISTENT

WITH THE INTENDED RESULT WILL BE REMOVED, REPLACED AND/OR

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST OR

BURDEN TO THE OWNER. VERIFY ALL DIMENSIONS AND LOCATIONS IN

THE FIELD. COORDINATE ALL WORK WITH CONDITIONS ENCOUNTERED

IN THE FIELD AND MAKE ALL NECESSARY ADJUSTMENTS ACCORDINGLY.

5. CONTRACTOR IS RESPONSIBLE FOR FINAL FIT, FINISH, APPEARANCE AND

PERFORMANCE OF ALL WORK.

6. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE WORK SITE PRIOR TO

THE COMMENCEMENT OF WORK.

7. VERIFY EXISTING CONDITIONS AFFECTING THE WORK PRIOR TO BIDDING

AND ALL ASPECTS OF THE WORK PRIOR TO COMMENCEMENT.

8. APPLY, INSTALL OR UTILIZE ALL MATERIALS IN ACCORDANCE WITH

MANUFACTURER’S PRINTED LITERATURE.

9. ALL WORK TO BE PERFORMED IN A FIRST-CLASS WORKMANLIKE

MANNER, MATCHING AND ALIGNING ALL SURFACES SO AS TO AFFORD A

NEAT FINISHED APPEARANCE. CLEAN ALL SURFACES FREE OF SOIL,

DIRT, REFUSE AND DEBRIS RESULTANT FROM THE WORK. ALL

ADJACENT SURFACES TO BE LEFT AS THEY APPEARED PRIOR TO

COMMENCEMENT OF THE WORK. PROVIDE ADEQUATE PROTECTION OF

ALL ADJACENT AND EXISTING SURFACES TO REMAIN SUFFICIENT TO

ENSURE AGAINST DAMAGE DURING CONSTRUCTION OPERATIONS. AT

CONCLUSION OF THE WORK, ALL FINISHED EXPOSED SURFACES

INCLUDING GLASS, ALUMINUM AND FINISHED HARDWARE TO BE

THOROUGHLY CLEANED TO THE SATISFACTION OF THE OWNER.

10. ALL WORK TO BE PROPERLY AND ADEQUATELY PROTECTED FROM

DAMAGE AT ALL TIMES REGARDLESS OF THE STAGE OF COMPLETION.

TAKE RESPONSIBILITY FOR SAFETY AT ALL TIMES, IN ALL PLACES AND

UNDER ALL CONDITIONS AFFECTING OR AFFECTED BY THE WORK.

ADHERE TO ALL ACCEPTED SAFETY PRACTICES AND PROVIDE ALL

FENCES, BARRICADES, GUARDRAILS, PARTITIONS, ETC. AS MAY BE

NECESSARY IN ORDER TO PROTECT LIFE AND PROPERTY FROM INJURY

OR DAMAGE AND AS MAY BE REQUIRED BY ANY AND ALL AUTHORITIES

HAVING JURISDICTION. REPAIR ANY AND ALL DAMAGE TO THE PREMISES

ARISING FROM OR ASSOCIATED WITH WORK SITE OPERATIONS AND/OR

ACTIVITIES CONNECTED TO THE WORK.

11. LEAVE ALL CHASES, HOLES, OPENINGS, ETC. PLUMB LEVEL, TRUE AND

OF A PROPER SIZE OR CUT SAME INTO EXISTING WORK AS MAY BE

NECESSARY FOR PROPER INSTALLATION OF WORK. CONSULT, CONFER

AND OTHERWISE COORDINATE WITH ANY AND ALL OTHER

CONTRACTORS AND CONCERNED PARTIES REGARDING PROPER

LOCATION, SIZE, PLACEMENT, ALIGNMENT AND ORIENTATION OF SAME.

IN CASE OF ANY FAILURE TO LEAVE OR CUT SUCH OPENINGS OR

OTHERWISE LEAVE SUCH ACCOMMODATIONS IN PROPER PLACE, CUT

THEM AFTERWARDS AT OWN EXPENSE. NO EXCESSIVE CUTTING WILL

BE PERMITTED NOR ANY STRUCTURAL MEMBERS TO BE CUT WITHOUT

THE CONSENT OF THE ARCHITECT.

12. ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS. ALL LABOR, EQUIPMENT AND

MATERIAL TO BE GUARANTEED AS PER PROJECT SPECIFICATIONS.

13. COMPLY WITH ALL OWNER SAFETY TRAINING REQUIREMENTS AND SITE

PROCEDURES, AND COORDINATE THE FOREGOING WITH OWNER'S

DESIGNATED REPRESENTATIVES.

14. PERFORM ALL WORK WITHOUT INTERFERING WITH OWNER'S NORMAL

OPERATIONS.

15. PROJECT DOCUMENTS ARE INTENDED TO BE COMPLEMENTARY. ITEMS

INDICATED IN ONE PLACE OR ANOTHER AMONG THE DOCUMENTS ARE

INTENDED AS THOUGH SHOWN IN ALL PLACES.

16. COORDINATE ALL NEW WORK WITH ALL EXISTING CONDITIONS.

EXISTING ELEMENTS AFFECTING THE WORK REQUIRE SUCH

COORDINATION WHETHER OR NOT THEY ARE INDICATED IN THE

DOCUMENTS

17. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES.

18. ALL WORK IS GUARANTEED FOR A PERIOD OF FIVE YEARS FROM DATE

OF SUBSTANTIAL COMPLETION.

1. UNOBSTRUCTED ACCESS TO EXISTING EMERGENCY EXITS SHALL BE

MAINTAINED AT ALL TIMES.

2. ALL DEBRIS AND UNUSED MATERIAL RESULTING FROM DEMOLITION

SHALL BE DISPOSED OF OFF SITE IN COMPLIANCE WITH ALL LOCAL,

STATE, AND FEDERAL AUTHORITIES.

3. REMOVE EXISTING PARTITIONS, EQUIPMENT, & DEVICES AS

INDICATED.

4. REMOVAL OF EXISTING HVAC & PLUMBING FIXTURES & SAFING TO BE

BY APPROPRIATE TRADES.

5. COORDINATE LOCATION OF ALL NEW FLOOR & WALL PENETRATIONS

WITH OWNER PRIOR TO CUTTING OR CORING. COORDINATE

LOCATION WITH CONSTRUCTION DRAWINGS. SEAL ALL

PENETRATIONS.

6. ALL CONTRACTORS ARE TO REPORT ALL UNEXPECTED, UNCOVERED

EXISTING CONDITIONS WHICH IMPACT LAYOUT OF NEW WORK

IMMEDIATELY TO ARCHITECT.

7. FOR EXTENT & SCOPE OF PLUMBING, MECHANICAL & ELECTRICAL

REMOVALS, SEE INDIVIDUAL TRADE DRAWINGS.

8. SAW CUT ALL NEW OPENINGS IN EXISTING CONSTRUCTION. DO NOT

HAMMER & CHISEL. CARE MUST BE TAKEN NOT TO DAMAGE EXISTING

CONSTRUCTION. COORDINATE TIME OF LOUD/HEAVY NOISE

CONSTRUCTION WITH OWNER TO LIMIT DISTURBANCE.

9. PROVIDE PORTABLE LIGHTING DURING DEMOLITION & CONSTRUCTION

AS REQUIRED.

10. PROVIDE DUMPSTERS AND OTHER DEMOLITION EQUIPMENT AS

REQUIRED.

11. REMOVE EXISTING WORK AS REQUIRED TO ACCOMMODATE NEW

WORK, INCLUDING EXISTING WALL & FLOOR FINISHES IN SPACES

SCHEDULED TO BE REFINISHED.

12. PROVIDE APPROPRIATE FULL HEIGHT PROTECTION/TEMPORARY

PARTITIONS PRIOR TO COMMENCING DEMOLITION. PLACED IN

LOCATIONS APPROVED BY OWNER.

13. ALL BUILDING ACCESS AND REMOVAL OF MATERIALS MUST BE

APPROVED BY OWNER.

NEW

EXIST

DEMOLISHED

WEATHER BARRIER

DAMPPROOFING

VAPOR BARRIER

APPROVED:APPROVED:CHECKED:

SCALE:CADD:DESIGNED:

REVISIONS

JOB No.

DATE:

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GANNETT FLEMING, INC. AND ANY MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GANNETT FLEMING, INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

SHEET No.

© GANNETT FLEMING, INC. 2022 BALTIMORE, MARYLAND

AS NOTED

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A001GENERAL NOTES, SYMBOLS,

LEGENDS & ABBREVIATIONS

06/10/2022JEF

ASHDRE 067196

EASTON BRANCH ROOF

REPLACEMENT

MARYLAND DEPARTMENT OF TRANSPORTATION

9148 CENTREVILLE ROAD, EASTON, MD 21601

BID SUBMISSION

JEF

ARCHITECTURAL

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P ro je c t N u m b e r:

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SDG SIDING

SEC SECTION

SF SQUARE FOOT

SGFT STRUCTURAL GLAZED FACING TILE

SH SHOWER

SHM SECURITY HOLLOW METAL

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

SKY SKYLIGHT

SLDR SLIDING DOOR

SMLS SEAMLESS

SPA SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

STWY STAIRWAY

SUPT SUPERINTENDENT

SUPVR SUPERVISOR

SURF SURFACE

SUSP SUSPENDED / SUSPENSION

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

TAN TANGENT

TEL TELEPHONE

TEMP TEMPERORARY

TER TERRAZZO

THRU THROUGH

TLT TOILET

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTEHRWISE

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VERTICAL

W WEST

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDR WOOD DOOR

WH WATER HEATER

WTRPRF WATERPROOFING

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

M METER

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MGR MANAGER

MH MANHOLE

MIL MILITARY

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOLDING

MLP METAL LATH AND PLASTER

MM MILLIMETER

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MTG MOUNTING

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NRC NOISE-REDUCTION COEFFICENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OPPOSITE HAND

OHDR OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

P/L PROPERTY LINE

PASS PASSENGER

PERF PERFORATED

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHOLRIDE

QTF QUARRY TILE FLOOR

R RADIUS

R RISER

RD ROOF DRAIN

RECP RECEPTACLE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RET RETURN

REV REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RWC RAIN WATER CONDUCTOR

E EAST

E.G. FOR EXAMPLE

EA EACH

EF EXHAUST FAN

EGEN EMERGENCY GENERATOR

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATE

FBD FIBERBOARD

FD FLOOR DRAIN

FDN FOUNDATION

FDR FIRE DOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHY FIRE HYDRANT

FIN FINISH

FL FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLR FLOOR

FLRG FLOORING

FP FIREPROOF

FRP FIBER-REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FTG FOOTING

FURN FURNITURE

GA GAUGE / GAGE

GALV GALVANIZED

GAR GARAGE

GEN GENERATOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GL GLASS

GLU-LAM GLUE-LAMINATED

GOVT GOVERNMENT

GR GRADE

GRD GROUND

GVL GRAVEL

GYP GYPSUM

H HIGH

HDWE HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HPT HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

I.E. THAT IS

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

IH INTAKE HOOD

INSUL INSULATED

INTR INTERIOR

JST JOIST

JT JOINT

L LONG

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LG LENGTH

LH LEFT HAND

LIB LIBRARY

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LT LIGHT

LWC LIGHTWEIGHT CONCRETE

ABV ABOVE

AC AIR CONDITIONING

ACST ACOUSTIC

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AL ALUMINUM

ALT ALTERNATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

ASSN ASSOCIATION

ASST ASSISTANT

ASSY ASSEMBLY

AVE AVENUE

AVG AVERAGE

B BOTTOM

BALC BALCONY

BD BOARD

BETW BETWEEN

BLDG BUILDING

BLKG BLOCKING

BLR BOILER

BM BEAM

BM BENCHMARK

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

CAB CABINET

CAP CAPACITY

CDR COILING DOOR

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

CFGI CONTRACTOR FURNISHED, GOVERNMENT

INSTALLED

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMIU CONCRETE MASONRY INSULATED UNIT

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CO CLEANOUT

CO COMPANY

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CRV CURVED

CSK CONTERSINK/COUNTERSUNK

CTD COATED

CTR CENTER

CUH CABINET UNIT HEATER

D DEPTH

DBL DOUBLE

DEG DEGREE

DEP DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

MATERIALS LEGEND

SYMBOLS LEGEND

GENERAL NOTESGENERAL DEMOLITION NOTESABBREVIATIONS

LINETYPE LEGEND

NO. DESCRIPTION DATE BY

4 4 4

6 8

12 12

116'-8"

29'-8" 57'-4" 29'-8"

60'-0"

/2

/2

DS DS

DS DS

1. REMOVE GUTTER AND DOWNSPOUTS, INCLUDING ALUMINUM WRAPPING

OF WOOD FASCIA. ALLOW FOR 10% REPLACEMENT OF EXIST 1x WOOD

FASCIA.

2. REMOVE ASPHALT SHINGLES AND FELT UNDERLAYMENT. ALLOW FOR

10% REPLACEMENT OF EXIST ROOF SHEATHING.

3. REMOVE BALLAST AND ROOFING MEMBRANE. COORD W/ OWNER FOR

POSSIBLE REUSE OF BALLAST. ROOF INSUL TO REMAIN.

4. REMOVE ROOF DRAIN CAP, COLLAR AND ACCESSORIES. DRAIN LINE

BELOW ROOF DECK TO REMAIN.

5. VENT STACK TO REMAIN, PROTECT DURING CONSTRUCTION.

6. REMOVE ROOF HATCH.

7. REMOVE WALKWAY PADS.

8. REMOVE ROOF CURB W/ MECH EQUIPMENT TO REMAIN.

9. REMOVE ACCESS DOOR.

10. REMOVE VINYL SOFFIT.

11. REMOVE VINYL SIDING FROM GABLE END WALL.

12. REMOVE WIRE CAP AND OVERFLOW PIPE TO JUST BELOW ROOF DECK.

13. REMOVE PAINTED EPDM AND ACCESSORIES ON VERTICAL WALL

SURFACE. ALLOW FOR 10% REPLACEMENT OF PLYWD SHEATHING AND

WEATHER BARRIER TO MATCH EXIST.

APPROVED:APPROVED:CHECKED:

SCALE:CADD:DESIGNED:

REVISIONS

JOB No.

DATE:

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GANNETT FLEMING, INC. AND ANY MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GANNETT FLEMING, INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

SHEET No.

© GANNETT FLEMING, INC. 2022 BALTIMORE, MARYLAND

AS NOTED

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AD101

06/10/2022JEF

ASHDRE 067196

EASTON BRANCH ROOF

REPLACEMENT

MARYLAND DEPARTMENT OF TRANSPORTATION

9148 CENTREVILLE ROAD, EASTON, MD 21601

BID SUBMISSION

JEF

ROOF PLAN - DEMOLITION

ARCHITECTURAL

C e n tr a l F ile B

IM

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

SCALE: 1/8" = 1'-0"

ROOF PLAN - DEMOLITION

DEMOLITION ROOF KEYNOTES#

A501

A501

A502

A501

A501

A501

A501

A501

A501

6 8

4 4

116'-8"

29'-8" 57'-4" 29'-8"

60'-0"

/2

/2

DS DS

DS DS

A501

A501

E X

IS

T

S L O

P E

/8

P E

R F

T

E X

IS

T

S L O

P E

/8

P E

R F

T

1. NEW CONTINUOUS GUTTERS AND DOWNSPOUTS. WRAP EXIST 1x WOOD

FASICA WITH 0.032" PRE-FINISHED AL.

A. DOWNSPOUT HEIGHT IS APPROXIMATELY 14'-0".

2. NEW STANDING SEAM METAL ROOF W/ SELF-ADHERED HIGH-TEMP

UNDERLAYMENT. BASIS OF DESIGN: PAC-CLAD SNAP-CLAD.

3. NEW 5-PLY BUILT-UP ROOFING (BUR) SYSTEM OVER COVERBOARD AND

INSULATION TO COMPLY WITH THE 2021 ENERGY CODE.

A. LOCATION: EASTON, MARYLAND

B. CLIMATE ZONE: 4A

C. INSULATION ABOVE DECK = MIN R-30ci

D. INSULATION IN ATTIC = MIN R-49

4. NEW COMBINED ROOF AND OVERFLOW DRAIN.

5. EXIST VENT STACK, REPLACE IF DAMAGED.

6. NEW 2'-6" x 3'-0" ROOF HATCH.

7. NEW DUAL-ROD SNOW FENCE.

8. NEW ROOF CURB W/ EXIST MECH EQUIP TO REMAIN.

9. NEW ACCESS DOOR.

10. NEW CONTINUOUS VENTED AL SOFFIT.

11. NEW VINYL SIDING AT GABLE END WALL, MATCH EXIST.

APPROVED:APPROVED:CHECKED:

SCALE:CADD:DESIGNED:

REVISIONS

JOB No.

DATE:

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GANNETT FLEMING, INC. AND ANY MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GANNETT FLEMING, INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

SHEET No.

© GANNETT FLEMING, INC. 2022 BALTIMORE, MARYLAND

AS NOTED

L o c a l F ile

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A101

06/10/2022JEF

ASHDRE 067196

EASTON BRANCH ROOF

REPLACEMENT

MARYLAND DEPARTMENT OF TRANSPORTATION

9148 CENTREVILLE ROAD, EASTON, MD 21601

BID SUBMISSION

JEF

ROOF PLAN - NEW WORK

ARCHITECTURAL

C e n tr a l F ile B

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A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

SCALE: 1/8" = 1'-0"

ROOF PLAN - NEW WORK

NEW WORK ROOF KEYNOTES#

3" RIGID INSUL,

R-17.1 MIN

EXIST 2" INSUL

1/2" COVER BOARD

SINGLE-PLY

ROOFING MEMBRANE

SURFACE MOUNTED

COUNTERFLASHING

CONT SEALANT

5-PLY BUILT-UP

ROOFING (BUR)

STANDING SEAM METAL ROOF

SELF-ADHERED HIGH-

TEMP UNDERLAYMENT

1/4" FRT PLYWD FULLY ADHERE

AND MECHANICALLY FASTEN

TO EXIST ROOF SHEATHING

9-1/2" BATT

INSUL, R-30 MIN

EXIST 3-1/2"

BATT INSUL

AL DRIP EDGE

VENTED AL SOFFIT

WRAP EXIST 2-

PIECE WD FASCIA

W/ AL FLASHING

M

IN

EXIST WOOD TRUSS

SNOW FENCE

STANDING SEAM METAL ROOF

SELF-ADHERED HIGH-

TEMP UNDERLAYMENT

AL DRIP EDGE

1/4" FRT PLYWD FULLY ADHERE

AND MECHANICALLY FASTEN

TO EXIST ROOF SHEATHING

1/2" COVER BOARD

SINGLE-PLY

ROOFING MEMBRANE

SURFACE MOUNTED

COUNTERFLASHING

3" RIGID INSUL,

R-17.1 MIN

EXIST 2" INSUL

CONT SEALANT, ALL SIDES

VENTED AL SOFFIT

WRAP EXIST 2-

PIECE WD FASCIA

W/ AL FLASHING

5-PLY BUILT-UP

ROOFING (BUR)

9-1/2" BATT

INSUL, R-30 MIN

EXIST 3-1/2"

BATT INSUL

M

IN

EXIST WD TRUSS

SNOW FENCE

STANDING SEAM METAL ROOF

AL DRIP EDGE

AL GUTTER

SELF-ADHERED HIGH-TEMP

UNDERLAYMENT

1/4" FRT PLYWD FULLY ADHERE

AND MECHANICALLY FASTEN

TO EXIST ROOF SHEATHING

WRAP EXIST 2-

PIECE WD FASCIA

W/ AL FLASHINGVENTED AL SOFFIT

EXIST WD TRUSS

SNOW FENCE

EXIST 3-1/2" BATT INSUL

EXIST CORNICE

9-1/2" BATT INSUL, R-30 MIN

STANDING SEAM

METAL ROOF

SELF-ADHERED

HIGH-TEMP

UNDERLAYMENT

AL CAP

FLASHING

1/4" FRT PLYWD FULLY

ADHERE AND

MECHANICALLY FASTEN

TO EXIST ROOF SHEATHING

5-PLY BUILT-UP

ROOFING (BUR)

SINGLE-PLY

ROOFING MEMBRANE

SURFACE MOUNTED

COUNTERFLASHING

3" RIGID INSUL,

R-17.1 MIN

EXIST 2" INSUL

AL FASCIA

CONT SEALANT,

ALL SIDES

VENTED AL SOFFIT

1/2" COVER BOARD

9-1/2" BATT INSUL,

R-30 MIN

EXIST 3-1/2"

BATT INSUL

M

IN

STANDING SEAM METAL ROOF

AL DRIP EDGE

AL GUTTER

SELF-ADHERED HIGH-TEMP

UNDERLAYMENT

1/4" FRT PLYWD FULLY ADHERE

AND MECHANICALLY FASTEN

TO EXIST ROOF SHEATHING

WRAP EXIST 2-

PIECE WD FASCIA

W/ AL FLASHING

VENTED AL SOFFIT

EXIST WOOD TRUSSES

EXIST PLYWD

EXIST WD BLOCKING

EXIST COLUMN

PVC CROWN MOLDING

SNOW FENCE

APPROVED:APPROVED:CHECKED:

SCALE:CADD:DESIGNED:

REVISIONS

JOB No.

DATE:

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GANNETT FLEMING, INC. AND ANY MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GANNETT FLEMING, INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

SHEET No.

© GANNETT FLEMING, INC. 2022 BALTIMORE, MARYLAND

AS NOTED

L o c a l F ile

/1

/2

:1

:3

P

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IM

/0

-M

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E a s to n R o o f_

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A501

06/10/2022JEF

ASHDRE 067196

EASTON BRANCH ROOF

REPLACEMENT

MARYLAND DEPARTMENT OF TRANSPORTATION

9148 CENTREVILLE ROAD, EASTON, MD 21601

BID SUBMISSION

JEF

ROOF DETAILS

ARCHITECTURAL

C e n tr a l F ile B

IM

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

SCALE: 1 1/2" = 1'-0"

DETAIL - EAVE

SCALE: 1 1/2" = 1'-0"

DETAIL - EAVE

SCALE: 1 1/2" = 1'-0"

DETAIL - EAVE

SCALE: 1 1/2" = 1'-0"

DETAIL - ROOF PEAK

SCALE: 1 1/2" = 1'-0"

DETAIL - EAVE

5-PLY BUILT-UP

ROOFING (BUR)

3" RIGID INSUL,

R-17.1 MIN

FLASHING

PRE-MOLDED

PIPE SEAL

STAINLESS STEEL

CLAMPING RING

WATER CUT-

OFF MASTIC VENT PIPE

EXIST ROOF

STRUCTURE

EXIST INSUL

BASE FLASHING

5-PLY BUILT-UP

ROOFING (BUR)

SURFACE MOUNTED

COUNTERFLASHING

3" RIGID INSUL,

R-17.1 MIN

EXIST INSUL

EXIST ROOF STRUCTURE

1/2" COVER BOARD

ROOF HATCH

CURB WITH INTERGRAL

CAP FLASHING

EXIST LADDER

WD BLOCKING

AS REQ'D

EXIST ROOF STRUCTURE

EXIST INSUL

3" RIGID INSUL,

R-17.1 MIN

1/2" COVER BOARD

MTL RING

UNDER DECK CLAMP

OVERFLOW DRAIN -

ZURN Z164

5-PLY BUILT-UP ROOFING (BUR)

ROOF DRAIN - ZURN Z164

INSULATED EQUIP CURB

5-PLY BUILT-UP

ROOFING (BUR)

3" RIGID INSUL,

R-17.1 MIN

BASE FLASHING

C U

R B

H E

IG

H

T

M

IN

EXIST MECH EQUIP

EXIST INSUL

EXIST ROOF

STRUCTURE

WD BLOCKING

AS REQ'D

COUNTERFLASHING

1/2" COVER BOARD

AL DRIP EDGE

EXIST SHEATHING

ROOFING MEMBRANE

1'-10" x 3'-0" ACCESS DOOR, BASIS OF DESIGN: BEST

ACCESS DOORS, BA-PAL

OR APPROVED EQUAL

SURFACE MOUNTED

COUNTERFLASHING

FLASHING

ROOFING MEMBRANE

FLASHING

STANDING SEAM METAL ROOF

AL FASCIA

SELF-ADHERED HIGH-

TEMP UNDERLAYMENT

1/4" FRT PLYWD FULLY

ADHERE AND

MECHANICALLY FASTEN

TO EXIST ROOF SHEATHING

VINYL SIDING, REPLACE IN KIND

VENTED AL SOFFIT

PROTECT WRB DURING CONSTRUCTION,

REPAIR OR REPLACE IF DAMAGED

WRAP EXIST 2-

PIECE WD FASCIA

W/ AL FLASHING

SELF-ADHERED

WATERPROOFING

MEMBRANE

ROOF TRUSS

1/4" FRT

PLYWD

POP RIVET

3/4" TURN-UP

VENTED RIDGE FLASHING PERFORATED "Z"

OPNG IN DECK FOR

AIR FLOW BELOW

"Z" CLOSURE,

PROVIDE SEALANT

AT VERTICAL LEG

MTL ROOF CLIP

W/ FASTENERS

MTL ROOF PANEL

SEALANT @ VERT

LEG & UNDER "Z"

CLOSURE

APPROVED:APPROVED:CHECKED:

SCALE:CADD:DESIGNED:

REVISIONS

JOB No.

DATE:

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GANNETT FLEMING, INC. AND ANY MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GANNETT FLEMING, INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

SHEET No.

© GANNETT FLEMING, INC. 2022 BALTIMORE, MARYLAND

AS NOTED

L o c a l F ile

/1

/2

:1

:3

P

M

B

IM

/0

-M

D O

T

M V

A

V

M U

L /0

-0

E a s to n R o o f_

A c e n tr a l_ R

B

IM

.r v t

A502

06/10/2022JEF

ASHDRE 067196

EASTON BRANCH ROOF

REPLACEMENT

MARYLAND DEPARTMENT OF TRANSPORTATION

9148 CENTREVILLE ROAD, EASTON, MD 21601

BID SUBMISSION

JEF

ROOF DETAILS

ARCHITECTURAL

C e n tr a l F ile B

IM

A c e n tr a l_

R .r v t

P ro je c t N u m b e r:

SCALE: 1 1/2" = 1'-0"

DETAIL - VENT STACK

SCALE: 1 1/2" = 1'-0"

DETAIL - ROOF HATCH

SCALE: 1 1/2" = 1'-0"

DETAIL - ROOF DRAIN

SCALE: 1 1/2" = 1'-0"

DETAIL - EQUIP CURB

SCALE: 1 1/2" = 1'-0"

DETAIL - ACCESS DOOR

SCALE: 1 1/2" = 1'-0"

DETAIL - GABLE END

SCALE: 1 1/2" = 1'-0"

DETAIL - RIDGE VENT