RCF+3775+Elmwood+Mansion+Roof+Replacement_Drawings (1).pdf

PDF 19 MB Posted Aug 17, 2026

Attached to: Elmwood Roof Project
Solicitation number: RFP-523-2027
Issued by: Johnson County, Kentucky

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Written by GovTribe AI · Aug 24, 2026

This is an architectural drawing set for the Elmwood Mansion Roof Replacement project at Eastern Kentucky University in Richmond, Madison County, Kentucky. The project scope consists of removing and replacing existing roofing materials and associated systems on the historic Elmwood Mansion, with work limited to re-roofing activities and no changes proposed to building height, area, occupancy, or life safety systems. The existing building comprises approximately 8,700 square feet across three floors (3,400 square feet on the first floor, 3,100 square feet on the second floor, and 2,200 square feet on the third floor). The work includes demolition of existing asphalt shingle roofing systems, installation of new asphalt shingle roofing over synthetic underlayment, hand sealing of turret shingles, copper valley flashing installation, ridge and peak cap replacement, dormer vent installation, and protection and reinstallation of existing decorative copper elements including finials, cresting rails, and cornices. The project is designed in compliance with the 2018 Kentucky State Building Code, 2015 International Mechanical Code, 2012 International Energy Conservation Code, Kentucky State Plumbing Code, and NFPA 70 National Electrical Code.

The drawings specify multiple alternates available for contractor selection, including chimney restoration options (masonry tuckpointing and custom copper caps), standing seam copper roofing systems for turrets, cresting rail professional restoration, and protective measures such as bird spike installation and wood dormer painting. Special requirements include copper fasteners in areas with existing copper flashing, ice and water barrier installation across the entire roof area, field verification of existing conditions prior to work commencement, and adherence to hot work requirements with active permits, designated fire prevention program managers, and two-hour fire watch periods. The contractor must maintain the building as weather-tight throughout construction, protect landscaping and adjacent structures, and coordinate work with existing gutters, downspouts, and roof-mounted systems. Architect David M. Samokar (Kentucky Registered Architect No. 2799) is listed as the designer, with Matt Whittenberg, Associate Director Campus Construction, serving as the primary contact at 270-293-3497.

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1431321-event.pdf	PDF	Aug 17, 2026
RCF+3775+Project+Manual (1).pdf	PDF	Aug 17, 2026
Proposal Agreement.pdf	PDF	Aug 17, 2026

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ARCHITECTURAL

D-6.0 ROOF DEMOLITION PLAN

A-6.0 BUILDING ELEVATIONS

A-6.1 ROOF MASTER PLAN

A-6.2 ENLARGED TURRET PLANS, SECTIONS AND

DETAILS

A-6.3 EXISTING CONDITIONS AND SCOPE

PHOTOGRAPHS

A-8.0 BUILDING ELEVATIONS ALTERNATES

A-8.1 ROOF MASTER PLAN ALTERNATES

A-8.2 DETAIL ALTERNATES

SHEET DIRECTORYSHEET DIRECTORY

I-7 5 S

O N

D S

EASTERN BY-PASS

N U

MAIN STREET

KIT CARSON DRIVE

HALL DRIVE

-5

A RC

DAVID

OKAR

K E N T

CKY

REG

OF27

99NO

C E

EASTERN KENTUCKY UNIVERSITY

RICHMOND, MADISON COUNTY KENTUCKYRICHMOND, MADISON COUNTY KENTUCKY

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

T D

E: KENTUCKY STATE MAPKENTUCKY STATE MAP EKU CAMPUS MAPEKU CAMPUS MAP

DIVISION OF FACILITIES MANAGEMENT AND SAFETYDIVISION OF FACILITIES MANAGEMENT AND SAFETY CONTACT: MATT WHITTENBERG, ASSOCIATE DIRECTOR CAMPUS CONSTRUCTIONCONTACT: MATT WHITTENBERG, ASSOCIATE DIRECTOR CAMPUS CONSTRUCTION

PH: 270-293-3497PH: 270-293-3497

EMAIL: matt.whittenberg@eku.eduEMAIL: matt.whittenberg@eku.edu

APPLICABLE CODESAPPLICABLE CODES

2018 KENTUCKY STATE BUILDING CODE2018 KENTUCKY STATE BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE

KENTUCKY STATE PLUMBING CODEKENTUCKY STATE PLUMBING CODE

NFPA 70: NATIONAL ELECTRICAL CODENFPA 70: NATIONAL ELECTRICAL CODE

M O

, K

M O

, K

:0 4:

M 7/

A M

ELMWOOD MANSION ROOFELMWOOD MANSION ROOF

REPLACEMENTREPLACEMENT

W O

O D

O F

25052505

37753775

G-0.0

C O

NO.NO. SHEET TITLESHEET TITLE

GENERAL

G-0.1 LEGENDS, SYMBOLS AND BUILDING DATA

PROJECT LOCATIONPROJECT LOCATION

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

HISTORIC CONSTRUCTION FROM HEAT AND

SPARKS.

ABBREVIATIONS

A.F.F. ABOVE FINISH FLOOR

ALUM. ALUMINUM

ARCH. ARCHITECT OR ARCHITECTURAL

AVG. AVERAGE

B.C. BASE CABINET

BLDG. BUILDING

BM. BEAM

B.M. BENCHMARK

BRG. BEARING

BRD. BOARD

BSMT. BASEMENT

C/C CENTER TO CENTER

C.I. CAST IRON

C.I.B. CAST IRON BOOT

C.J. CONTROL OR CONSTRUCTION JOINT

CLG. CEILING

C.L. CENTER LINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

C.M.U. CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

D.B. DRAWER BASE

DEMO. DEMOLITION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

D.A.F.S. DIRECT APPLIED FINISH SYSTEM

DR. DOOR

D.S. DOWNSPOUT

DWG. DRAWING

EA. EACH

E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM

E.J. EXPANSION JOINT

ELEC. ELECTRIC OR ELECTRICAL

ELEV. ELEVATION

E.W.C. ELECTRIC WATER COOLER

EQ. EQUAL

ENG. ENGINEER

EXSTG. EXISTING

EXT. EXTERIOR

FAB. FABRICATED

F.E. FIRE EXTINGUISHER

F.F. FINISHED FLOOR

FT. OR ' FEET

FIN. FINISH

FLR. FLOOR

FLOUR. FLOURESCENT

F.P. FIRE PROOF

FURN. FURNITURE

F.V. FIELD VERIFY

GA. GAUGE

GEN. GENERAL

GYP. GYPSUM

HDW. HARDWARE

HDWD. HARDWOOD

H. HEIGHT

HT. HEIGHT

HGT. HEIGHT

H.C. HOLLOW CORE

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

IN. OR " INCH

INSUL. INSULATION

INT. INTERIOR

I.W.B. INTERACTIVE WHITE BOARD

J.B.E. JOIST BEARING ELEVATION

K.J. KEYED JOINT

LAV. LAVATORY

LTG. LIGHTING

LIN. LINEAR

L. LENGTH

M.B. MARKER BOARD

MFR. MANUFACTURER

MFD. MANUFACTURED

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

MULL. MULLION

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPG. OPENING

OPP. OPPOSITE

PL. OR __ PLATE

P.LAM. PLASTIC LAMINATE

PLY. PLYWOOD

P.T.M. PAINT TO MATCH

QTY. QUANTITY

R. RADIUS

R.C.P. REINFORCED CONCRETE PIPE

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

REV. REVISED OR REVISION

RM. ROOM

R.O. ROUGH OPENING

S.A.T. SUSPENDED ACOUSTICAL TILE

S.B. SINK BASE

SCH. SCHEDULE

SECT. SECTION

S.F. SQUARE FEET

S.G.T. STRUCTURAL GLAZED TILE

SHT. SHEET

SIM. SIMILAR

S.J.I. STEEL JOIST INDUSTRY

SPEC'S. SPECIFICATIONS

SQ. FT. SQUARE FEET

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRL. STRUCTURAL

SUSP. SUSPENDED

SYS. SYSTEM

T.B. TACK BOARD

T.J. TOOLED JOINT

T.O.F. TOP OF FOOTING

T.O.G. TOP OF GRATE

T.O.M. TOP OF MASONRY

TEMP. TEMPORARY

T&G TONGUE AND GROOVE

TRD. TREAD

T.S. TACK STRIP

T.W.U. TEACHER'S WARDROBE UNIT

TYP. TYPICAL

UNF. UNFINISHED

V.T.R. VENT THOUGH ROOF

VERT. VERTICAL

V.C.T. VINIYL COMPOSITION TILE

W. WIDTH OR WIDE

W/ WITH

W.C. WALL CABINET

WD. WOOD

W/O WITHOUT

WP. WATERPROOF OR WEATHER PROOF

ALUMINUM

ASPHALT

ASPHALT BINDER

BRICK

CAST STONE

CONCRETE

CONCRETE BACKER BOARD

CMU

CUT STONE

D.G.A. BASE

E.I.F.S.

WOOD ENDGRAIN

GROUT (SOLID)

GYPSUM BOARDOVERBED

PLYWOOD

RIGID INSULATION

S.A.T. CEILING

SELF COMPACTING FILL

SOLID SURFACE COUNTERTOP

TACKABLE SURFACE

TERRAZZO

WEEP PROTECTION

MATERIAL PATTERNS IN DETAIL / SECTION

CRUSHED STONE / D.G.A.

EARTH

CUT STONE

BATT INSULATION

MISCELLANEOUS EARTH

CONCRETE /

PAVING

MASONRY

WOOD

INSULATION /

WALL BOARD

METAL

WOOD BLOCKING

COPPER

STEEL

BIRD SPIKES

ASPHALT

BRICK

C.M.U.

CONCRETE - PAVING

CONCRETE - SIDEWALK

DEMOLITION

GLAZED TILE

GYPSUM BOARD

GYPSUM BOARD / STUD WALL

ASPHALT - TOP COAT

E.I.F.S.

CONCRETE FLOOR SLAB

SOD

TOILET PARTITION

C.M.U. - FIRE WALL

MATERIAL PATTERNS

IN PLAN

ASPHALT SHINGLES

COPPER

STONE ELEVATION

BRICK ELEVATION

BIRD PROTECTION

ROOM NAME

SEE SHEET A101

SHEET NOTE

WINDOW TYPE DESIGNATION

DOOR NUMBER

ELEVATION BENCHMARK

BORING LOCATION

CONTROL JOINT

ROOM DESIGNATION

OCCUPANT LOAD

DETAIL REFERENCE

SECTION REFERENCE

EXPANSION JOINT

ELEVATION REFERENCE

REVISION

ACCESSORY TYPE DESIGNATION

ARCHITECTURAL SYMBOLS

CENTER LINE

SPOT ELEVATION

VIEW REFERENCE (MATCHLINE)

DEMOLITION NOTE

Name Elevation

A101

SIMA

A101

SIMX

A101

SIMA

OCCUPANCY CLASSIFICATION

BUILDING AREA

FIRST FLOOR

SECOND FLOOR

CONSTRUCTION TYPE

BUISNESS

3,400 S.F.

3,100 S.F.

V-B

BUILDING DESIGN INFORMATION

FOR USE BY DEPARTMENT OF HOUSING,

BUILDINGS AND CONSTRUCTION ONLY.

THIS PROJECT CONSISTS OF RE-ROOFING AN EXISTING BUILDING.

WORK IS LIMITED TO REMOVAL AND REPLACEMENT OF EXISTING

ROOFING MATERIALS AND ASSOCIATED SYSTEMS. NO CHANGES

TO BUILDING HEIGHT, AREA, OCCUPANCY, OR LIFE SAFETY

SYSTEMS ARE PROPOSED.

2,200 S.F.THIRD FLOOR

A RC

DAVID

OKAR

K E N T

CKY

REG

OF27

99NO

C E

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

T D

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:0 4:

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G-0.1

S, S

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D S, S

A N

D B

G D

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O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

16" / 12" 16" / 12"

2"16" / 12"

16" / 12"

"16" / 12"

9" / 12"9" / 12"

16" / 12"

16" / 12"16" / 12"

12" / 12" 12" / 12"

5" / 1

6" / 12"

9" / 12"

4" / 12"

1" / 12"

12" / 12" 12" / 12"

TYP.

7 TYP.

TYP.

1 1

7" / 12"

9" / 12"

16" / 12" 16" / 12"

TYP.

10" / 12"

TYP.

TYP.TYP.

12" / 12" 12" / 12"

9" / 12" 9" / 12"

TYP.

TYP. TYP.

TYP.

ALTERNATE #1

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS PRIOR TO DEMOLITON. NOTIFY

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

REMOVE AND PROTECT FINIALS, RAILS AND

OTHER DECORATIVE ELEMENTS PRIOR TO RE-

ROOFING.

IF UNCLEAR, NOTIFY ARCHITECT IN WRITING

WITH A PHOTO TO CONFIRM IF ITEMS ARE

EXISTING TO REMAIN.

PROVIDE TEMPORARY WEATHER PROTECTION

AT ALL TIMES TO PREVENT WATER INTRUSION.

PROTECT AND PRESERVE EXISTING ELEMENTS

TO REMAIN. EXISTING ELEMENTS (FLASHING,

ETC.) SHOWN TO BE DEMOLISHED MAY BE

REFURBISHED AND INCORPORATED TO FINAL

WORK AT SOLE DISCRETION OF ARCHITECT.

VERIFY ROOF DECK CONDITIONS PRIOR TO

PROCEEDING WITH WORK. NOTIFY ARCHITECT

IF CONDITIONS ARE UNSATISFACTORY.

IF ITEMS CAUSING GALVANIC CORROSION ARE

UNCOVERED DURING DEMOLITION, NOTIFY

ARCHITECT IN WRITING AND WITH A PHOTO.

DEMOLITION GENERAL NOTES

N O

A RC

DAVID

OKAR

K E N T

CKY

REG

OF27

99NO

C E

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

T D

M O

, K

M O

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:0 4:

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A M

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D-6.0

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37753775

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SCALE: 1/4" = 1'-0"

ROOF PLAN - DEMOLITION

DEMOLITION NOTES

1 REMOVE EXISTING ASPHALT SHINGLE ROOFING

SYSTEM INCLUDING SHINGLES,

UNDERLAYMENT, RIDGE AND PEAK CAPS,

VALLEY FLASHINGS, DORMER EDGE SHINGLES,

LEAD BOOTS, AND OTHER ASSOCIATED

ROOFING COMPONENTS AS REQUIRED TO

ACCOMMODATE NEW WORK, UNLESS NOTED

OTHERWISE.

SHEET NOTES

1 DISMANTLE COPPER CRESTING RAIL, PROTECT AND

STORE FOR REINSTALLATION OR (ALT #3)

RESTORATION AND REINSTALLATION.

2 DISMANTLE EXISTING COPPER FINIAL, PROTECT

AND STORE FOR REINSTALLATION.

3 DISMANTLE COPPER CORNICE AND PROTECT FOR

REINSTALLATION.

4 EXISTING COPPER ROOFING TO REMAIN.

5 EXISTING CHIMNEY CAP TO REMAIN.

6 EXISTING METAL CRICKET TO REMAIN.

7 EXISTING FLASHING TO REMAIN, TYPICAL.

8 DECOROATIVE METAL PROFILE TO REMAIN,

TYPICAL.

9 PROTECT EXISTING GUTTER FROM DEMOLITION

ACTIVITIES, TYPICAL.

10 LINES REPRESENT HOW LOW ROOF EXTENDS

BELOW AND BEYOND HIGHER ROOF AND GUTTERS.

SCALE:

DETAIL

12" = 1'-0" xx xx

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

4" / 12"

12" / 12"

9" / 12"

TYP.

D V

'-7

10 10

TYP.

2 2 4" / 1

TYP.16

A-6.2 K

9 7

A-6.2 C

A-6.2 A

A-6.2

BA-6.2

12 12

TYP.

ELEVATIONS ON THIS PAGE MAY

REPRESENT THE SAME ITEMS

MULTIPLE TIMES FROM DIFFERENT

ELEVATIONS. CARE SHOULD BE

TAKEN WHILE ESTIMATING SO AS

TO NOT DUPLICATE ITEMS. REFER

TO FLOOR PLAN FOR ITEM

LOCATION REFERENCE.

TYP.

9 9

44 4

TYP.

12 12

TYP.

-0

1' -6

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

A RC

DAVID

OKAR

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CKY

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99NO

C E

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

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SHEET NOTES

1 ASPHALT SHINGLE SYSTEM OVER SYNTHETIC

UNDERLAYMENT, HAND SEAL TURRET SHINGLES.

2 ASPHALT SHINGLE SYSTEM OVER SYNTHETIC

UNDERLAYMENT.

3 LACED SHINGLES AT HIP, TYPICAL.

4 LACED SHINGLES AT VALLEY.

5 COPPER VALLEY.

6 COPPER DRIP EDGE, TYPICAL.

7 COPPER RIDGE CAP, TYPICAL.

8 REINSTALL COPPER CRESTING RAIL.

9 REINSTALL COPPER FINIAL.

10 12" X 16" DRY TOP TERRACOTTA CHIMNEY POTS,

FIELD VERIFY SIZE IN FIELD.

11 ROOF VENT

12 24" x 12" HALF ROUND COPPER DORMER VENT.

13 36" x 18" HALF ROUND COPPER DORMER VENT.

SCALE:

BUILDING ELEVATION

A-6.0 1/8" = 1'-0" A

SCALE:

BUILDING ELEVATION

A-6.0 1/8" = 1'-0" B

SCALE:

BUILDING ELEVATION

A-6.0 1/8" = 1'-0" C

SCALE:

BUILDING ELEVATION

A-6.0 1/8" = 1'-0" D xx

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

16" / 12" 16" / 12"

7" / 12"

A-6.0

A-6.0 B

A-6.0

A-6.0D

16" / 12" 16" / 12"

16" / 12"

"16" / 12"

9" / 12"

9" / 12"9" / 12"

16" / 12"

12" / 12"12" / 12" 12" / 12" 12" / 12"

12" / 12" 12" / 12"

10" / 12"

5" / 12"

6" / 12"

9" / 12"

4" / 12"

16" / 12"16" / 12"

A-6.2 H

A-6.2 D

A-6.2 E

A-6.2 F

A-6.2 G

A-6.2 H

Ø18' +/-

D V

'-0

IMG.

A-6.3

A-6.3 D

IMG.

A-6.3

IMG.

A-6.3

IMG.

A-6.3

IMG.

A-6.3

B IMG.

A-6.3

IMG.

9" / 12" 9" / 12"

6" / 12" 5"

10" / 12"

16" / 12"16" / 12"

1 1

TYP.

1 1

TYP.

A-6.2 J

FIELD VERIFY

�77'-6" +/-

A-6.2 C

A-6.2 E

TYP.

A-6.2 E

A-6.2 A

A-6.2 B

12 12

TYP.

A-6.3 K

IMG.

A-6.3

A-6.2 J

TYP.

A-6.3

TYP.

IMG.

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

A RC

DAVID

OKAR

K E N T

CKY

REG

OF27

99NO

C E

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

T D

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, K

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:0 5:

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A-6.1

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37753775

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SHEET NOTES

1 NEW ASPHALT SHINGLE ROOFING SYSTEM

INCLUDING UNDERLAYMENT, SHIGLES, COPPER

VALLEY FLASHING, RIDGE AND PEAK CAPS, HAND

SEALED DORMER WALL SHINGLES, AND LACED HIP

SHINGLES, TYPICAL UNLESS NOTED OTHERWISE.

2 NEW CHIMNEY CAP TO MATCH EXISTING.

3 NEW ASPHALT SHINGLE ROOFING SYSTEM, HAND

SEAL AT TURRET.

4 REINSTALL COPPER CRESTING RAIL.

5 REINSTALL COPPER FINIAL.

6 COPE AND SEAL RIDGE CAP TO FINIAL.

7 TYPICAL EAVE.

8 TYPICAL RAKE EDGE.

9 WALL FLASHING, TYPICAL.

10 LACED SHINGLES AT VALLEY.

11 12" X 16" DRY TOP TERRACOTTA CHIMNEY POTS,

FIELD VERIFY SIZE IN FIELD.

12 24" x 12" HALF ROUND COPPER DORMER VENT.

13 36" x 18" HALF ROUND COPPER DORMER VENT.

14 ROOF VENT.

15 LINES REPRESENT HOW LOW ROOF EXTENDS

BELOW AND BEYOND HIGHER ROOF AND GUTTERS.

SCALE: 1/4" = 1'-0"

ROOF PLAN - MASTER

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

COPPER DRIP

EDGE

SMARTVENT

SYSTEM

EXISTING STRUCTURE

EXISTING ROOF

DECKING - DRILL W/

1" ⌀ HOLES @ 4"

O.C.

SYNTHETIC

UNDERLAYMENT

ASPHALT SHINGLES

EXISTING

MASNORY WALL

REINSTALL

EXISTING COPPER

CORNICE AND

CLEAT

1/2" 6"

FFSET

EXISTING

GUTTER

ASPHALT SHINGLE ROOFING

SYSTEM - HAND SEAL AT TURRET

REINSTALL EXISTING CAP CONE

REINSTALL

FINIAL

VENTED TRANSITION CONE

4' -4

'-0

A-6.2 A

A-6.2 B

ASPHALT SHINGLE

SYSTEM, HAND

SEAL AT TURRET

ROOF

VENTED COPPER CONE

CAP - EXTEND MIN. 4"

BENEATH EXISTING

COPPER CONE AND USE

2" BUTYL TAPE AT SEAMS.

SYNTHETIC

UNDERLAYMENT

SYSTEM

REINSTALL FINIAL

3/4" BRONZE THREADED ROD.

NEW BRASS COUPLING TO

EXISTING COUPLING ROD -

CUT AND BRAZE

REINSTALL DECORATIVE FINIAL BASE CONE.

3/4" SERIES 300 BRONZE NUT

AND WASHER

INSTALL 3 3/4" PLYWOOD BLOCKING,

30" FROM TOP OF ROOF

STRUCTURE, FOR FINIAL

ATTACHMENT

FIELD VERIFY ALL CONDITIONS

RELATED TO FINIAL

CONNECTION ROD AND

ANCHORING MECHANISM.

CONDITIONS SHOWN ARE

BASED ON SIMILAR DETAILS

COMMONLY FOUND IN FINIAL

INSTALLATION. NOTIFY

ARCHITECT OF IRREGULARITIES

IN WRITING.

1'-0"

EXISTING ROOF

DECKING - DRILL W/ 1" ⌀

HOLES @ 4" O.C.

-6

EXISTING

STRUCTURE

EXISTING WOOD

DECKING

SYNTHETIC

UNDERLAYMENT

SYSTEM

ASPHALT

SHINGLE SYSTEM

36" x 18" HALF

ROUND COPPER

DORMER VENT

ROOF

OPENING

HALF ROUND

COPPER DORMER

VENT FLASHING

UNDER ASPHALT

SHINGLE SYSTEM

PAINT EXISTING RAFTERS

BEHIND OPENING

2x BLOCKING AROUND

OPENING

EXISTING

STRUCTURE

EXISTING

WOOD

DECKING

ASPHALT

SHINGLES

SOLDER JOINT

SYNTHETIC

UNDERLAYMENT

COPPER

FLASHING

COPPER

CLEAT

NEW ROOF EXISTING

THIS DETAIL ILLUSTRATES THE TRANSITION BETWEEN THE NEW

ASPHALT SHINGLE ROOF SYSTEM AND THE EXISTING FLAT-SEAM

COPPER ROOF SYSTEM. EXISTING COPPER ROOFING SHALL REMAIN IN

PLACE EXCEPT AS REQUIRED TO INSTALL NEW FLASHING. PROVIDE NEW

COPPER FLASHING, CLEATS, FASTENERS, AND SEALANT AS REQUIRED

TO MAINTAIN A CONTINUOUS WEATHER-RESISTIVE AND WATERTIGHT

ASSEMBLY. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

INSTALLATION.

EXISTING FLAT SEAM

COPPER ROOFING

ASPHALT

SHINGLES

EXISTING ROOF DECKING -

DRILL W/ 1" ⌀ HOLES @ 4"

O.C.

EXISTING

MASONRY WALL

AND FLASHING

EXISTING

GUTTER

SMARTVENT

SYSTEM

EXISTING STRUCTURE

COPPER DRIP

EDGE

1/2

�6"

OFF

SYNTHETIC

UNDERLAYMENT

ON TOP OF

SMARTVENT EXISITNG

STRUCTURE

EXISTING WOOD

DECKING

ASPHALT

SHINGLES

REINSTALL EXISTING FINIAL WITH

NEW COPPER BASE PLATE

FULLY SOLDERED COPPER BASE

PLATE WITH COPPER SCREWS,

MATCH ROOF PROFILESYNTHETIC

UNDERLAYMENT

THIS DETAIL DOES NOT

APPLY TO FINIAL AT

TURRET. SEE A/A-6.2 FOR

LARGE FINIAL

ATTACHMENT.

TURN TAB FLANGES IN

WHEN REINSTALLING

FINIALS AND RAILS,

TYPICAL

CONTINUOUS SEALANT

EXISTING

STRUCTURE

EXISTING WOOD

DECKING

ASPHALT

SHINGLES

HIP CAPPING

SHINGLE

SYNTHETIC

UNDERLAYMENT

PREFORMED

COPPER

RIDGE VENT

CLEAT

SCREEN

SOLDERED

TO VENT

EXISTING

STRUCTURE

EXISTING WOOD

DECKING

SYNTHETIC

UNDERLAYMENT

ASPHALT

SHINGLES

COPPER VALLEY,

CRIMP 1" TO

FORM SPLASH

DIVERTER

EXISTING

STRUCTURE

EXISTING WOOD

DECKING

SYNTHETIC

UNDERLAYMENT

ASPHALT

SHINGLES

�1' 0"

�3 1 /2"

COPPER CLEAT

CRICKETS SHOULD

EXTEND AT LEAST

12" UP THE BACK

OF THE CHIMNEY.

SEAL SHINGLES TO

COPPER FLANGE

WITH COMPATIBLE

ROOFING

SEALANT.

CRICKET RIDGE

SHOULD BE

HORIZONTAL.

CRICKET FLANGE

SHOULD BE AT

LEAST 24" UP ROOF

SLOPE.

FOLLOW CONTOUR

OF BRICK, SEE

PHOTO.

EXTEND COPPER COUNTER

FLASHING OVER BASE

FLASHING.

USE ONE PIECE COPPER

STEP FLASHING FOR EACH

COURSE. SEAL OVERLYING

SHINGLES TO STEP

FLASHING WITH

COMPATIBLE ROOFING

SEALANT.

AT LEAST 4".

OVERLAP UNDERLAYMENT

CENTER VALLEY COPPER.

OVERLAP COPPER

HORIZONTAL LAPS A

MINIMUM OF 12" AND SEAL.

SHINGLES SHOULD BE

SEPERATED 6" AT TOP OF

VALLEY. SEPERATION MUST

INCREASE 1/8" PER FOOT

TOWARDS EAVES TO

HANDLE INCREASING WATER

VOLUME. SNAP CHALK LINES

TO ENSURE SHINGLES

DIVERGE PROPERLY IN

VALLEY.

�6" �6"

CLIP THE TOP CORNERS OF

SHINGLES 45 DEGREES TO

KEEP WATER FLOW

TOWARD THE VALLEY

CENTER.

OVERLAP SHINGLES AT

LEAST 4" OVER 20" WIDE

VALLEY METAL. EMBED

SHINGLE ENDS IN

COMPATIBLE ROOFING

SEALANT TO SEAL THE

SHINGLES TO THE COPPER

AND KEEP WATER FROM

RUNNING UNDER THEM.

�12

1/2

TOTAL WIDTH 30"

1 1/2"

MATCH ROOF ANGLE

COPPER DRIP EDGE

COPPER CORNICE

COPPER CLEAT W/ ANCHOR BOLT3/

COPPER CLEAT

EXISTING FLAT SEAM

COPPER ROOF PANELS

COPPER FLASHING

1/4"

�4"

A RC

DAVID

OKAR

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OF27

99NO

C E

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

T D

M O

, K

M O

, K

:0 5:

M 7/

A M

25052505

W O

O D

O F

A-6.2

R G

U R

N S, S

N S

R G

U R

N S, S

N S

37753775

SM M

D M

S D

M S

SCALE:

DETAIL

A-6.2 1 1/2" = 1'-0" B

SCALE:

BUILDING ELEVATION

A-6.2 1/4" = 1'-0" K

SCALE:

DETAIL

A-6.2 1 1/2" = 1'-0" A

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

TYPICAL EAVE

SCALE:

DETAIL

A-6.2 1 1/2" = 1'-0" D

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

TYPICAL RIDGE CAP

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

TYPICAL VALLEY

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

TYPICAL HIP

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

DECORATIVE COPPER REATTACHMENT

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

TYPICAL OPEN VALLEY

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

TYPICAL CHIMNEY CRICKET FLASHING

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

TYPICAL CHIMNEY BASE FLASHING

SCALE:

DETAIL

A-6.2 1 1/2" = 1'-0" C

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

VALLEY CRIMP FLASHING

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

TYPICAL EAVE DRIP EDGE

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

TURRET EAVE FLASHING AND CORNICE

SCALE: 6" = 1'-0"

FLAT SEAM COPPER PANEL TO ASPHALT SHINGLE

TRANSITION FLASHING

SCALE: 3" = 1'-0"

STANDARD DRIP EDGE

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

PROVIDE 12" X 16" DRY TOP

TERRACOTTA CHIMNEY

POTS, FIELD VERIFY SIZE IN

FIELD

INSTALL NEW COPPER

STEP FLASHING WITH

REGLET

REPLACE EXISTING

COPPER CRICKET

REINSTALL

CRESTING RAIL

REPLACE EXISTING COPPER RIDGE

WITH VENTED COPPER RIDGE,

TYPICAL

EXISTING CRICKET

AND FLASHING TO

REMAIN

REINSTALL

CRESTING RAIL INSTALL NEW

PEAK CAP

REPLACE LEAD BOOT

HAND SEAL SHINGLES

AT DORMER WALLS,

TYPICAL

DECROATIVE METAL

PROFILE TO REMAIN,

TYPICAL

REPLACE EXISTING COPPER RIDGE

WITH VENTED COPPER RIDGE,

TYPICAL

REINSTALL FINIAL, TYPICAL

COPE AND SEAL RIDGE CAP TO

FINIAL, TYPICAL

CHIMNEY

CRICKET AND

FLASHING TO

REMAIN

STEP FLASHING TO

REMAIN, TYPICAL

REPLACE METAL

VALLEY WITH

COPPER VALLEY

EXISTING TERRACOTTA

CHIMNEY POTS TO

REMAIN

REPLACE METAL

VALLEY WITH

LACED ASPHALT

SHINGLE

REPLACE METAL

VALLEY WITH

LACED ASPHALT

SHINGLE

REPLACE LEAD BOOT

SILL FLASHING TO REMAIN

REINSTALL FINIAL

EXISTING

CRICKET

TO REMAIN

EXISTING TILE

TO REMAIN

INSTALL ASPHALT SHINGLE

SYSTEM OVER SYNTHETIC

UNDERLAYMENT, HAND SEAL

TURRET SHINGLES

EXISITNG TILE TO REMAIN

EXISITNG FLASHING TO REMAIN

COPPER DRIP EDGE, TYPICAL

EXISTING

FLASHING TO

REMAIN

REPLACE METAL

VALLEY WITH COPPER

VALLEY, TYPICAL

LACED SHINGLES

AT ROOF HIP,

TYPICAL

REPLACE EXISTING COPPER

RIDGE WITH VENTED

COPPER RIDGE, TYPICAL

EXISTING

FLASHING TO

REMAIN

EXISTING

FLASHING TO

REMAIN

PROTECT EXISTING

GUTTERS FROM

DEMOLITION ACTIVITIES,

TYPICAL

LACED

SHINGLES AT

HIP, TYPICAL

EAST ELEVATION

EXISTING

FLASHING TO

REMAIN

PROTECT EXISTING

GUTTERS FROM

DEMOLITION ACTIVITIES,

TYPICAL

INSTALL ASPHALT SHINGLE

SYSTEM OVER SYNTHETIC

UNDERLAYMENT, HAND SEAL

TURRET SHINGLES

NOT TO SCALE

IMAGE

A-6.3 A

NOT TO SCALE

IMAGE

A-6.3 D

NOT TO SCALE

IMAGE

A-6.3 G

NOT TO SCALE

IMAGE

A-6.3 H

NOT TO SCALE

IMAGE

A-6.3 J

NOT TO SCALE

IMAGE

A-6.3 B

NOT TO SCALE

IMAGE

A-6.3 E

A RC

DAVID

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99NO

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JOB NO.JOB NO.

SHEET NO.SHEET NO.

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A M

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W O

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O F

A-6.3

G C

O N

D S

C O

H O

H S

G C

O N

D S

C O

H O

H S

37753775

SM M

D M

S D

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NOT TO SCALE

IMAGE

A-6.3 K

NOT TO SCALE

IMAGE

A-6.3 C

NOT TO SCALE

IMAGE

A-6.3 F

PHOTOGRAPHS ON THIS SHEET ARE

PROVIDED FOR REFERENCE ONLY TO

IDENTIFY EXISTING CONDITIONS AND THE

APPROXIMATE LOCATIONS OF PROPOSED

WORK. PHOTOGRAPHS ARE NOT INTENDED

TO REPRESENT ALL PROJECT

REQUIREMENTS. REFER TO DRAWINGS,

DETAILS, NOTES, AND SPECIFICATIONS FOR

COMPLETE SCOPE OF WORK.

NOT TO SCALE

IMAGE

A-6.3 M

NOT TO SCALE

IMAGE

A-6.3 L

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

4" / 12"

12" / 12"

9" / 12"

4 4

1 1

D V

'-7

TYP.

A-8.2 A

4" / 1 2"

6 3

TYP.

A-8.2 E

A-8.2 D

TYP.

ELEVATIONS ON THIS PAGE MAY

REPRESENT THE SAME ITEMS

MULTIPLE TIMES FROM DIFFERENT

ELEVATIONS. CARE SHOULD BE

TAKEN WHILE ESTIMATING SO AS

TO NOT DUPLICATE ITEMS. REFER

TO FLOOR PLAN FOR ITEM

LOCATION REFERENCE.

A-8.2 B Sim

1 1

TYP.

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

A RC

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99NO

C E

RCF NO.RCF NO.

JOB NO.JOB NO.

SHEET NO.SHEET NO.

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A M

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A-8.0

G E

N S

R N

G E

N S

R N

37753775

SM M

D M

S D

M S

SHEET NOTES

1 (ALT #1) TUCKPOINT MASONRY CHIMNEY WITH

MORTAR MATCHING EXISTING COLOR. PROTECT

ADJACENT MATERIALS TO ENSURE PROPER CURING

OF NEW MORTAR, PERFORM MASONRY CLEANING

AND SILOXANE SEALING ON CHIMNEY, TYPICAL.

2 (ALT #1) CUSTOM FITTED STANDING SEAM COPPER

CHIMNEY CAP BASIS OF DESIGN: STANDING SEAM

PATZ BY EJM COPPER.

3 (ALT #1) RESTORE TOP 24" OF CHIMNEY, SEE DETAIL

AND SPECIFICATIONS.

4 (ALT #2) 6" BIRD PROTECTION PIN SPIKE, BLACK,

TYPICAL.

5 (ALT #2) PAINT EXPOSED WOOD AT DORMER

WINDOW SURROUNDS, REFER TO SPECIFICATION.

6 (ALT #3) REINSTALL CRESTING RAIL AFTER

PROFESSIONAL RESTORATION.

7 (ALT #4) STANDING SEAM COPPER ROOF, CLEAT

AND SOLDER TO CONICAL CAP AS WELL AS

MASONRY WALL. REFER TO SHEET A-8.2 FOR

INFORMATION.

8 (ALT #4) CONICAL COPPER FINIAL BASE FLASHING /

TURRET CAP. REFER TO SHEET A-8.2 FOR

INFORMATION.

SCALE:

BUILDING ELEVATION

A-8.0 1/8" = 1'-0" A

SCALE:

BUILDING ELEVATION

A-8.0 1/8" = 1'-0" B

SCALE:

BUILDING ELEVATION

A-8.0 1/8" = 1'-0" C

SCALE:

BUILDING ELEVATION

A-8.0 1/8" = 1'-0" D xx

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

A-8.2 A

16" / 12" 16" / 12"

7" / 12"

16" / 12" 16" / 12"

16" / 12"

"16" / 12"

9" / 12"

9" / 12"9" / 12"

16" / 12"

12" / 12"12" / 12" 12" / 12" 12" / 12"

12" / 12" 12" / 12"

10" / 12"

5" / 12"

6" / 12"

9" / 12"

4" / 12"

16" / 12"16" / 12"

Ø18' +/-

D V

'-0

A-8.2 G

IMG.

A-8.2

IMG.

A-8.2

IMG.

9" / 12" 9" / 12"

6" / 12" 5"

10" / 12"

16" / 12"16" / 12"

TYP.

FIELD VERIFY

�77'-6" +/-

1 1

A-8.2 C Sim

A-8.2

IMG.

A-8.0

A-8.0 B

A-8.0

A-8.0D

A-8.2 F Sim

A-8.2 E

A-8.2 D

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

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SHEET NOTES

1 (ALT #1) TUCKPOINT MASONRY CHIMNEY WITH

MORTAR MATCHING EXISTING COLOR. PROTECT

ADJACENT MATERIALS TO ENSURE PROPER CURING

OF NEW MORTAR, PERFORM MASONRY CLEANING

AND SILOXANE SEALING ON CHIMNEY, TYPICAL.

2 (ALT #1) NEW COPPER STEP FLASHING WITH

REGLET SAWN INTO BRICK AT CHIMNEY.

3 (ALT #1) RESTORE TOP 24" OF CHIMNEY, SEE DETAIL

AND SPECIFICATIONS.

4 (ALT #1) NEW COPPER CRICKET AT CHIMNEY, FIELD

VERIFY SIZE AND SLOPE REQUIRED FOR COMPLETE

SHEDDING.

5 (ALT #1) CUSTOM COPPER CHIMNEY CAP, REFER TO

SECTION.

6 (ALT #2) PAINT EXPOSED WOOD AT DORMER

WINDOW SURROUNDS, REFER TO SPECIFICATIONS,

TYPICAL.

7 (ALT #3) REINSTALL CRESTING RAIL AFTER

PROFESSIONAL RESTORATION.

8 LINES REPRESENT HOW LOW ROOF EXTENDS

BELOW AND BEYOND HIGHER ROOF AND GUTTERS.

SCALE: 1/4" = 1'-0"

ROOF PLAN - MASTER ALTERNATE

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

10.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS IN THE FIELD

PRIOR TO COMMENCING WORK. NOTIFY THE

ARCHITECT OF DISCREPANCIES BEFORE

PROCEEDING.

INSPECT EXISTING DECK IN ACCORDANCE WITH

MANUFACTURER'S RECOMMNEDATIONS AND

APPLICABLE CODES. ICE AND WATER BARRIER

SHALL BE INSTALED ACROSS ENTIRE AREA TO

RECIEVE NEW ROOFING MATERIAL, U.N.O.

USE COPPER FASTENERS IN AREAS WITH

COPPER FLASHING, ETC. FASTNER TYPE AND

QUANTITY SHALL COMPLY WITH

MANUFACTURER REQUIREMENTS AND LOCAL

WIND UPLIFT STANDARDS.

CONTRACTOR SHALL PROJECT LANDSCAPING,

ADJACENT STRUCTURES, AND BUILDING

OCCUPANTS FROM DAMAGE DURING

CONSTRUCTION. PROVIDE TARPS OR OTHER

PROTECTION AS REQUIRED AND REINSTALL

SOD AT DAMAGED AREAS.

CONTRACTOR SHALL ENSURE THE BUILDING

REMAINS WEATHER-TIGHT AT ALL TIMES

DURING CONSTRUCTION.

COORDINATE ROOFING WORK WITH EXISTING

GUTTERS, DOWNSPOUTS, AND OTHER ROOF

MOUNTED SYSTEMS.

ALL SHINGLES WITH A SLOPE OF 21 TO 12 OR

GREATER INCLUDING DORMER EDGES,

TURRETS, ETC ARE TO BE HAND SEALED.

CLEAN, UNCLOG, AND PROVIDE WIRE MESH

PROTECTION ABOVE ALL DOWNSPOUTS AND

GUTTERS.

SEE SPECIFICATION SECTION 01 23 00 FOR

ALTERNATES.

6" STAINLESS STEEL BIRD PROTECTION SPIKES

ARE TO BE INDICATED BY THE PATTERN ( ).

GENERAL NOTES

VENTED COPPER CLOSURE WITH

HEMMED CLEAT - ANCHOR TO WALLS

COPPER LOCK STRIP

REINSTALL EXISTING COPPER

CORNICE OVER NEW CLEAT

BRAZE ALL NEW JOINTS.

EXISTING ROOF JOIST

EXISTING DECK

ADHERED UNDERLAYMENT WITH

ENTANGLED MESH SLIP SHEET

STANDING SEAM COPPER

ROOF

EXISTING

MASNORY WALL

EXISTING SILL PLATE

STANDING SEAM COPPER

ROOF - CLIPS @ 12" O.C.

MAXIMUM

VENTED COPPER CONE CAP -

EXTEND MIN. 4" BENEATH

EXISTING COPPER CONE AND USE

2" BUTYL TAPE AT SEAMS.

ADHERED UNDERLAYMENT

WITH ENTANGLED MESH

SLIP SHEET

REINSTALL FINIAL

3/4" BRONZE THREADED ROD.

NEW BRASS COUPLING TO

EXISTING COUPLING ROD -

CUT AND BRAZE

REINSTALL DECORATIVE FINIAL BASE CONE.

3/4" SERIES 300 BRONZE NUT

AND WASHER

INSTALL 3 3/4" PLYWOOD BLOCKING,

30" FROM TOP OF ROOF

STRUCTURE, FOR FINIAL

ATTACHMENT

FIELD VERIFY ALL CONDITIONS

RELATED TO FINIAL

CONNECTION ROD AND

ANCHORING MECHANISM.

CONDITIONS SHOWN ARE

BASED ON SIMILAR DETAILS

COMMONLY FOUND IN FINIAL

INSTALLATION. NOTIFY

ARCHITECT OF IRREGULARITIES

IN WRITING.

CLEAT AND PERFORATED LOCK

STRIP VENTED CONE TO

STANDING SEAM COPPER PANEL

SYSTEM.

EXISTING ROOF DECK

UPLING

IN.

1'-0"

STANDING SEAM COPPER PANELS

OVER SLIP LAYER AND SYNTHETIC

UNDERLAYMENT

REINSTALL FINIAL

18°

VENTED COPPER CONE CAP -

EXTEND MIN. 4" BENEATH

EXISTING COPPER CONE AND USE

2" BUTYL TAPE AT SEAMS.

A-8.2 E

A-8.2 D

STANDING SEAM COPPER

PANELS OVER SLIP LAYER AND

SYNTHETIC UNDERLAYMENT

REINSTALL EXISTING CAP CONE

REINSTALL

FINIAL

COPPER CONE FLASHED AND

CLEATED TO STANDING SEAM

COPPER ROOFING SYSTEM

4' -4

C O

'-0

A-8.2 E

A-8.2 D

TYPICAL, USE STANDING SEAM

COPPER ROOFING

MANUFACTURERS

RECCOMENDED CLEAT, LOCK

STRIP AND FLASHING SYSTEM

FOR ALL STANDING SEAM

COPPER ROOFING

ATTACHMENTS.

A-8.2 A

REPLACE (7) MISSING CUT

STONES SHOWN HATCHED,

USE SYMMETRICAL EXISTING

STONES TO REFERENCE

SIZING, ETC.

REPAIR DAMAGE TO

BUILDING BRICK ALONG TOP

COURSE(S) OF CHIMNEY

FLUES

TUCKPOINT CHIMNEY AND

PATCH STONE (BELOW)

TYPICAL, ENGAGE A

PROFESSIONAL CHIMNEY

FLUE CLEANING SERVICE

ALL WORK SHOWN IN THIS

DETAIL TO BE COVERED IN ALT #1

-6

ALTERNATE #1,

PERFORM MASONRY

CLEANING AND

SILOXANE SEALING ON

ALL CHIMNEYS

ALTERNATE #1, INSTALL

NEW COPPER STEP

FLASHING WITH REGLET

ALTERNATE #1,

REPLACE EXISTING

COPPER CRICKET

ALTERNATE #3,

REINSTALL RESTORED

CRESTING RAIL

ALTERNATE #1, CUSTOM

FITTED STANDING SEAM

COPPER CHIMNEY CAP

BASIS OF DESIGN:

STANDING SEAM PATZ

BY EJM COPPER

ALTERNATE #2,

PAINT WOOD

DORMER WINDOW

SURROUNDS

(ALT #4) INSTALL STANDING

SEAM COPPER ROOF, CLEAT

AND SOLDER TO CONICAL CAP

AS WELL AS MASONRY WALL.

REFER TO SHEET A-8.2 FOR

INFORMATION

ALTERNATE #1,

REBUILD TOP 24" OF

CHIMNEY - MATCH

EXISTING BRICK,

MORTAR, AND STONE

ALTERNATE #1,

PERFORM MASONRY

CLEANING AND

SILOXANE SEALING ON

ALL CHIMNEYS

ALTERNATE #3,

REINSTALL RESTORED

CRESTING RAIL

(ALT #3) CRESTING RAIL RESTORATION TO INCLUDE REPAIR AND

REPLACEMENT OF ALL DAMAGED / MISSING BALLUSTERS, ETC

(ALT #3) CRESTING RAIL RESTORATION TO INCLUDE STRAIGHTENING

AND REINFORCEMENT OF COPPER SHEET METAL RAIL BASES

(ALT #1)16 OZ COPPER

COUNTER FLASHING /

REGLET

(ALT #1) 16 OZ COPPER STEP FLASHING

(ALT #3) - CRESTING RAIL

RESTORATION - SEE

SPECIFICATION

(ALT #1) 16 OZ COPPER

CRICKETT - FIELD VERIFY SIZE

REQUIREMENTS.

-0

(ALT #1) - CLEAN AND SEAL

CHIMNEY BRICK, CLEAN

CHIMNEY FLUES

(ALT #1) - REPAIR AND RESTORE TOP 24"

+/- OF CHIMNEY, INCLUDING BRICK AND

STONE REPLACEMENT, CLEANING,

TUCKPOINTING, ETC.

(ALT #1) - CUSTOM FITTED STANDING SEAM

COPPER CHIMNEY CAP BASIS OF DESIGN:

STANDING SEAM PATZ BY EJM COPPER

2' -0

SCALE:

DETAIL

A-8.2 1 1/2" = 1'-0" A

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SCALE:

DETAIL

A-8.2 1 1/2" = 1'-0" D

SCALE:

DETAIL

A-8.2 1 1/2" = 1'-0" E

SCALE:

DETAIL

A-8.2 1/2" = 1'-0" C

SCALE:

DETAIL

A-8.2 1/4" = 1'-0" B

SCALE:

DETAIL

A-8.2 1/2" = 1'-0" F

SCALE:

DETAIL

A-8.2 12" = 1'-0" G

SCALE:

DETAIL

A-8.2 12" = 1'-0" H

SCALE:

DETAIL

A-8.2 12" = 1'-0" J

SCALE:

DETAIL

A-8.2 12" = 1'-0" K

PHOTOGRAPHS ON THIS SHEET ARE

PROVIDED FOR REFERENCE ONLY TO

IDENTIFY EXISTING CONDITIONS AND THE

APPROXIMATE LOCATIONS OF PROPOSED

WORK. PHOTOGRAPHS ARE NOT INTENDED

TO REPRESENT ALL PROJECT

REQUIREMENTS. REFER TO DRAWINGS,

DETAILS, NOTES, AND SPECIFICATIONS FOR

COMPLETE SCOPE OF WORK.

N O

C R

O N

HOT WORK REQUIREMENTS: COMPLY WITH

SECTION 01 52 13.13 FIRE PREVENTION

PROGRAM. NO BRAZING SOLDERING,

GRINDING, TORCH WORK, OR OTHER

SPARK-PRODUCING OPERATIONS SHALL

OCCUR WITHOUT AN ACTIVE HOT WORK

PERMIT, DESIGNATED FIRE PREVENTION

PROGRAM MANAGER, REQUIRED FIRE

PROTECTION EQUIPMENT, AND DEDICATED

FIRE WATCH MAINTAINED DURING

OPERATIONS AND FOR TWO (2) HOURS

FOLLOWING COMPLETION. PROTECT ALL

File details come from the government source that posted it. Updated Aug 24, 2026.