ITB 11568R Attachment C Plans and Drawings_R.pdf

I-5

Portland

Eugene

Brookings

Newport

Warrenton

Pendleton

Baker City

OntarioBend

Lakeview Medford

Salem

Coos Bay

Portland

Eugene

Brookings

Newport

Warrenton

Pendleton

Baker City

OntarioBend

Lakeview Medford

Salem

Coos Bay

PROJECT DIRECTORY

ARCHITECT

HENNEBERY EDDY ARCHITECTS, INC

921 SW WASHINGTON STREET, SUITE 250

PORTLAND, OREGON 97205

P: 503.227.4860

CONTACT:BLAIR GARDNER

CLIENT

OREGON PARKS & RECREATION DEPARTMENT

725 SUMMER ST. NE, SUITE C

SALEM, OREGON 97301

P: 971.374.3073

CONTACT: BRIAN MCBETH

BGARDNER@HENNEBERYEDDY.COM

GENERAL PROJECT INFORMATION

BUILDING OWNER: OREGON PARKS & RECREATION DEPARTMENT

725 SUMMER ST. NE, SUITE C

SALEM, OREGON 97301

PROJECT ADDRESS: 91816 CAPE BLANCO RD

PORT ORFORD, OR 97465

TAX MAP NUMBER: 31S16W

RISK CATEGORY: II

APPLICABLE CODES

CONSTRUCTION TYPE: TYPE V-B (NO CHANGES TO EXISTING)

2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2019 OREGON FIRE CODE (OFC)

PROJECT DESCRIPTION

DRAWING INDEX

THE HUGHES HOUSE IS AN EXISTING TWO-STORY SINGLE FAMILY HOUSE ON THE SOUTHERN

OREGON COAST. THE RESIDENCE WAS CONSTRUCTED IN 1898 AND IS LISTED ON THE NATIONAL

REGISTER OF HISTORIC PLACES. THE BUILDING IS OPERATED BY OREGON STATE PARKS AS AN

INTERPRETIVE CENTER.

THIS PROJECT IS LIMITED TO COSMETIC EXTERIOR REPAIRS INCLUDING NEW ROOF COVERING, UNDERLAYMENT AND SHEATHING, AND UPGRADES TO ROOF GUTTERS AND DOWNSPOUTS. THERE

ARE NO PROPOSED CHANGES TO THE BUILDING'S EXISTING USE, OCCUPANCY, FOOTPRINT, FLOOR-

AREA RATIO, OR HEIGHT. ALL WORK SHALL COMPLY WITH THE SECRETARY OF THE INTERIOR'S

STANDARDS PRESERVATION GUIDELINES.

JURISDICTION: CURRY COUNTY

BUILDING USE: 'B' BUSINESS (NO CHANGES TO EXISTING)

OCCUPANCY: < 50 OCC. (NO CHANGES TO EXISTING)

ALLOWABLE HEIGHT: 40'-0"

BUILDING HEIGHT

PROPOSED HEIGHT: 30'-0" (NO CHANGES TO EXISTING)

NOMINAL DESIGN WIND SPEED: 135 MPH*

ROOF ASSEMBLIES

ROOFING TYPE: METAL ROOF SHINGLES (1504.4.3):

IN ACCORDANCE WITH ASTM D3161, FM 4474, UL 580 OR UL 1897

CHAPTERS 15 & 16

CHAPTER 5

ASTM D3161 EXPOSURE

CLASSIFICATION: 'D' EXPOSURE

ALLOWABLE STRESS DESIGN

WIND SPEED (TABLE 1504.2):

105 MPH*

* INFORMATION PROVIDED FOR USE IN DESIGNING NEW

ASSEMBLIES AND THEIR CONNECTIONS TO EXISTING STRUCTURE

MINIMUM ROOF COVERING

FIRE CLASSIFICATION (1505): CLASS 'C'

ZONING DISTRICT: PF (PUBLIC FACILITIES)

PROJECT

LOCATION

PORT ORFORD

SIXES

DENMARK

PROJECT SITE

CAPE BLANCO

STATE PARK

PROJECT

SITE

HUGHES FAMILY

CEMETERY

SIXES RIVER TRAIL

CAPE BLANCO RD

S

IX

E S

R

IV

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B Y

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B Y

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G00

0%

C D

GENERAL

G00 PROJECT INFORMATION

ARCHITECTURAL

AG00 GENERAL NOTES

A101 DEMOLITION PLANS

A201 BUILDING PLANS

A202 REFLECTED CEILING PLANS

A301 BUILDING ELEVATIONS - SOUTH

A302 BUILDING ELEVATIONS - WEST

A303 BUILDING ELEVATIONS - NORTH

A304 BUILDING ELEVATIONS - EAST

A401 EXTERIOR PHOTOS - SOUTH ELEVATION

A402 EXTERIOR PHOTOS - SOUTH ELEVATION

A403 EXTERIOR PHOTOS - WEST ELEVATION

A404 EXTERIOR PHOTOS - WEST ELEVATION

A405 EXTERIOR PHOTOS - NORTH ELEVATION

A406 EXTERIOR PHOTOS - NORTH ELEVATION

A407 EXTERIOR PHOTOS - EAST ELEVATION

A408 EXTERIOR PHOTOS - EAST ELEVATION

A801 EXTERIOR DETAILS - MISCELLANEOUS

A802 EXTERIOR DETAILS - ROOF

REPRESENTATIONAL IMAGE. IMAGE SHOWN MAY NOT BE AN EXACT REPRESENTATION OF ACTUAL DESIGN AND CONSTRUCTION.

NOT TO SCALE

SITE MAP

TRUE

NORTH

TRUE

NORTH

HUGHES HOUSE EXTERIOR REPAIRS AND PRESERVATION

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

LOCATION MAP

PHOTOGRAPH - HUGHES HISTORIC HOUSE, LOOKING SOUTHEAST

TRUE

NORTH

CONCRETE (CUT)

METAL (CUT)

CMU (CUT)

WOOD FINISH

WOOD: FRAMING, BLOCKING

PLYWOOD SHEATHING (CUT)

MATERIAL HATCHES

PIPE BREAK

GROUT / MORTAR

EARTH

WOOD FINISH

GRAPHIC LEGEND

EXISTING ASSEMBLY

ACT

ADA

AFF

B.O.

CJ

CLR

CMU

CONC

CONT

DEMO

DIA

DIM

DN

DS

(E)

EA

EJ

ELEC

ELEV

EQ

EQUIP

EW

FD

FF

FO

GA

GALV

GYP BD

HR

HSS

HVAC

MAX

MECH

MFR

MIN

N/A

NIC

NO.

NTS

OC

OFCI

OFOI

OPH

O/

P.LAM

PL

PT

RD

RO

SF

SIM

SS

STC

T&G

TG

T.O.

TYP

UON

VIF

W/

W/O

ABBREVIATIONS

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ABOVE FINISH FLOOR

BOTTOM OF

CONTROL JOINT

CLEAR

CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

DEMOLISH/DEMOLITION

DIAMETER

DIMENSION

DOWN

DOWNSPOUT

EXISTING

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATOR

EQUAL

EQUIPMENT

EACH WAY

FLOOR DRAIN

FINISH FLOOR

FACE OF

GAGE

GALVANIZED

GYPSUM BOARD

HOUR

HOLLOW STRUCTURAL SECTION

HEATING, VENTILATING, AIR CONDITIONING

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OPPOSITE HAND

OVER

PLASTIC LAMINATE

PLATE

PRESSURE/PRESERVATIVE TREATED

ROOF DRAIN

ROUGH OPENING

SQUARE FEET

SIMILAR

STAINLESS STEEL

SOUND TRANSMISSION CLASS

TONGUE AND GROOVE

TEMPERED GLASS

TOP OF

TYPICAL

UNLESS OTHERWISE NOTED

VERIFY IN FIELD

WITH

WITHOUT

FURNISH:

DEFINITIONS

TO SUPPLY, DELIVER, UNLOAD, AND INSPECT FOR DAMAGE.

INSTALL: TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE, FINISH, CURE,

PROTECT, CLEAN, START UP, AND MAKE READY FOR USE.

PROVIDE: TO FURNISH AND INSTALL.

SUPPLY: SAME AS FURNISH.

SALVAGE: TO PROTECT REMOVED OR DISMANTLED ITEMS AND DELIVER

THEM TO OWNER.

REMOVE: TO TAKE DOWN OR DETACH A NON-HISTORIC ITEM LOCATED

WITHIN A HISTORIC SPACE, AREA, OR ROOM, USING METHODS

AND EQUIPMENT TO PREVENT DAMAGE TO HISTORIC ITEMS

AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO

BE SALVAGED OR REINSTALLED.

REPAIR: TO RETAIN EXISTING MATERIALS AND FEATURES WHILE

EMPLOYING AS LITTLE NEW MATERIAL AS POSSIBLE. REPAIR

INCLUDES PATCHING, PIECING-IN, SPLICING, CONSOLIDATING,

OR OTHERWISE REINFORCING OR UPGRADING MATERIALS.

REPLACE: TO DUPLICATE AND REPLACE FEATURES WITH NEW MATERIAL

IN KIND. REPLACEMENT INCLUDES THE FOLLOWING:

DUPLICATION OF MISSING OR DAMAGED ELEMENTS, OR

REPLACEMENT WITH NEW MATERIAL IF THE ORIGINAL

MATERIAL IS NOT AVAILABLE.

CJ

A301 BUILDING EXTERIOR

ELEVATION

1 REVISION NUMBER

A

DOOR TAG

500 SF

ROOM

NAME

ROOM TAG

A701 BUILDING INTERIOR

ELEVATION

A401 BUILDING SECTION

A402 WALL SECTION

A501

DETAIL CALLOUT

A501

DETAIL REFERENCE

X1.X WINDOW TYPE

FIRST FLOOR

100' - 0"

ELEVATION/SECTION

DATUM HEIGHT

DATUM HEIGHT

10' - 0"

CONTROL JOINT

NORTH ARROW

A BUILDING GRID

DESIGNATION

10' - 0" CEILING HEIGHT (AFF) TAG

C2.4A^ PARTITION TYPE TAG

TRUE

NORTH

WORK POINT

DOOR TYPED-X

LOUVER TYPE

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

REVISION AREA

ROOM NUMBER

DOOR NUMBER

ROOM AREA

CEILING HEIGHT ABOVE

FINISHED FLOOR

TAG LEGEND

NOT ALL TAGS MAY BE USED

XX KEYED NOTE

L-X

GENERAL NOTES

1. FOR APPLICABLE CODES AND STANDARDS REFER TO SHEET G00.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE

OF OREGON; FEDERAL, CITY AND COUNTY ORDINANCES; AND

APPLICABLE, HEALTH, PLUMBING, MECHANICAL, FIRE AND

ELECTRICAL CODES.

3. CONFIRM ALL NEW AND EXISTING CONDITIONS WITH THE CONTRACT

DOCUMENTS. NOTIFY OWNER AND ARCHITECT IMMEDIATELY IN

WRITING OF ALL DISCREPANCIES OR CONFLICTS. DO NOT PROCEED

WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT UNTIL

DIRECTION IS GIVEN BY OWNER AND ARCHITECT. IF CONTRACTOR

PROCEEDS WITHOUT DIRECTION FROM OWNER AND ARCHITECT, IT

SHALL BE AT CONTRACTOR'S RISK AND CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION.

4. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION

OF SYSTEMS SHOWN ON CONSULTING ENGINEER’S DOCUMENTS.

DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING

ENGINEER’S DOCUMENTS SHALL BE BROUGHT TO OWNER AND

ARCHITECT'S ATTENTION FOR DIRECTION. CONSTRUCTION INSTALLED

IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE

CORRECTED BY CONTRACTOR AT NO EXPENSE TO THE OWNER.

5. THE CONTRACTOR SHALL ESTABLISH CLEAR UNDERSTANDING OF

REQUIREMENTS OF THE PROJECT, SYSTEMS AND THEIR

COMPONENTS PRIOR TO ORDERING MATERIALS.

6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT

AND PROTECTION AS REQUIRED.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION

EFFORTS WITH THE OWNER'S REQUIREMENTS.

8. THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL

THROUGHOUT AND SHALL PROVIDE TEMPORARY MEASURES TO

VENTILATE AREAS DURING ALL PHASES OF DEMOLITION AND

CONSTRUCTION, AND SHALL ERADICATE THE BUILD-UP OF FUMES

FROM FINISH MATERIALS AND CONSTRUCTION ACTIVITIES. THE

CONTRACTOR SHALL MAINTAIN SIX (6) AIR EXCHANGES PER HOUR

UNLESS MORE STRINGENT OSHA, STATE OR LOCAL STANDARDS ARE

REQUIRED.

9. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER

AND OWNER PROVIDED CONTRACTORS, IF ANY, AS REQUIRED TO

IMPLEMENT THE SCOPE OF WORK.

10. THE OWNER AND ARCHITECT SHALL NOT BE RESPONSIBLE FOR

LOCATING, IDENTIFYING, OR SPECIFYING MEANS OF REMOVAL OF ANY

HAZARDOUS MATERIALS. HAZARDOUS MATERIAL TESTING SHALL BE

COMPLETED BY OWNER CONTRACTED CONSULTANT.

11. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT,

HENNEBERY EDDY ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES

NO WARRANTIES OR CERTIFICATIONS.

12. INFORMATION RELATING TO THE EXISTING BUILDING INCLUDING. BUT

NOT LIMITED, TO SYSTEMS AND CONDITIONS HIDDEN FROM VIEW ARE

BASED ON OWNER PROVIDED DOCUMENTS AND LIMITED FIELD

MEASUREMENTS. ACTUAL CONDITIONS HAVE NOT BEEN VERIFIED BY

THE OWNER OR ARCHITECT AND MAY VARY, INFORMATION PROVIDED

FOR REFERENCE PURPOSES ONLY. SYSTEMS AND CONDITIONS SHALL

BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND

PROCUREMENT OF MATERIALS OR ITEMS.

13. THE CONTRACTOR SHALL PATCH AND REPAIR ELEMENTS TO MATCH

EXISTING ADJACENT CONDITIONS WHERE ITEMS ARE REMOVED AND

IN AREAS DAMAGED DURING DEMOLITION.

14. THE CONTRACTOR SHALL CLEAN, PLUG, PATCH AND REPAIR ALL

MATERIALS AND SURFACES AS REQUIRED TO PREPARE THEM FOR

NEW WORK.

HISTORIC PRESERVATION NOTES

THIS PROJECT IS A PRESERVATION OF AN HISTORIC BUILDING IN

ACCORDANCE WITH THE SECRETARY OF THE INTERIOR’S

STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES. THE

BUILDING IS A DESIGNATED HISTORIC RESOURCE LISTED IN THE

NATIONAL REGISTER OF HISTORIC PLACES.

EXISTING CONSTRUCTION, MATERIALS, AND FINISHES ARE

CONSIDERED HISTORIC FABRIC IN ALL LOCATIONS, INCLUDING THE

BUILDING EXTERIOR AND INTERIOR. AS A PRESERVATION PROJECT,

THE GOAL IS TO DISTURB AS LITTLE HISTORIC FABRIC AS POSSIBLE.

CARE MUST BE TAKEN WHEN REMOVING MATERIALS FOR

REINSTALLATION OR SALVAGE TO PREVENT DAMAGE TO THE

MATERIAL REMOVED OR THE SURROUNDING HISTORIC BUILDING

FABRIC. DEMOLITION MUST BE SELECTIVE. DISTURBANCE TO

HISTORIC FABRIC NOT IDENTIFIED IN THESE DRAWINGS AND

SPECIFICATIONS MUST BE APPROVED BY THE OWNER AND

ARCHITECT PRIOR TO REMOVAL. SEE SPECIFICATIONS SECTIONS

013591 HISTORIC PRESERVATION TREATMENT PROCEDURES AND

024119 SELECTIVE DEMOLITION FOR DETAILED INFORMATION AND

PROCESSES.

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE

CAUSED BY THE EXECUTION OF THIS CONTRACT, TO THE

SATISFACTION OF THE OWNER AND ARCHITECT. EACH EMPLOYEE

OF THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL BE

INFORMED OF THE HISTORIC SIGNIFICANCE OF THE BUILDING AND

MADE RESPONSIBLE FOR THE PROTECTION OF THE BUILDING

ARTIFACTS, FOUND OBJECTS, AND OTHER “COLLECTIBLE” ITEMS

UNCOVERED DURING THE WORK. THESE ITEMS ARE THE PROPERTY

OF THE OWNER AND NO SUCH PROPERTY SHALL BE REMOVED

FROM THE SITE BY THE CONTRACTOR, CONTRACTOR’S EMPLOYEES

OR SUBCONTRACTORS. IF ANY CULTURAL MATERIALS ARE

DISCOVERED DURING CONSTRUCTION, WORK IN THE AREA SHALL

HALT IMMEDIATELY, AND PROCEDURES FOLLOWED FOR

EVALUATION BY AN ARCHAEOLOGIST, HISTORIC PRESERVATION

SPECIALIST, OR APPROPRIATE DISCIPLINE.

DELEGATED DESIGN:

1. REFERENCE SPECIFICATION SECTION 01 35 73 - DELEGATED

DESIGN PROCEDURES FOR ADDITIONAL INFORMATION. SEE

PROJECT DRAWINGS AND SPECIFICATIONS FOR BALANCE

OF DELEGATED DESIGN COMPONENTS AND SYSTEMS

2. SEE LIST BELOW FOR PORTIONS OF THE PROJECT THAT ARE

TO BE DELEGATED DESIGN. THE DOCUMENTS INCLUDED IN

THIS PACKAGE ARE PRELIMINARY TO PROVIDE A BASIS FOR

PLANNING AND BIDDING:

07 31 16 - METAL ROOF SHINGLES

07 62 00 - SHEET METAL FLASHING AND TRIM

3. ACTUAL DRAWINGS, DETAILS, AND CALCULATIONS FOR

DELEGATED DESIGN SCOPES ARE THE RESPONSIBILITY OF

THE CONTRACTOR AND SHALL INCLUDE ALL WORK

REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE

RELATED TO THESE PORTIONS AND COORDINATION WITH

OTHER WORK.

4. DELEGATED DESIGN/DEFERRED SUBMITTAL INFORMATION

REQUIRES REVIEW BY THE OWNER AND ARCHITECT.

5. PERMIT ACQUISITION FOR DEFERRED SUBMITTALS, IF

APPLICABLE, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

7. THE PROCEDURE FOR THE CONTRACTOR'S DELEGATED

DESIGN/DEFERRED SUBMITTAL IS AS FOLLOWS:

7.1. INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE

SUBMITTED TO THE OWNER AND ARCHITECT FOR

PRELIMINARY REVIEW.

7.2. FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS

SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT

FOR REVIEW. SUCH DRAWINGS SHALL BE STAMPED AND

SIGNED BY AN ENGINEER WHEN REQUIRED BY THE

AUTHORITY HAVING JURISDICTION.

7.3. FOLLOWING THE OWNER AND ARCHITECT'S REVIEW,

THE CONTRACTOR SHALL SUBMIT TO THE AUTHORITY

HAVING JURISDICTION FOR PERMIT APPROVAL AND

ACQUISITION, IF APPLICABLE.

7.4. PROCUREMENT, FABRICATION, AND OTHER WORK

RELATED TO DELEGATED DESIGN SUBMITTAL SHALL NOT

BE PERFORMED UNTIL THE DELEGATED DESIGN

DOCUMENTS HAVE BEEN REVIEWED BY THE OWNER,

ARCHITECT AND THE AUTHORITY HAVING JURISDICTION,

IF APPLICABLE.

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AG00

DEMOLITION PLAN GENERAL NOTES

1. SEE ALSO SHEET AG00 GENERAL NOTES.

2. REMOVE ABANDONED HVAC, PLUMBING, AND ELECTRICAL ITEMS IF

THEY WILL BE VISIBLE AFTER COMPLETION OF THE PROJECT.

3. ITEMS TO BE SALVAGED SHALL BE CLEANED AND STORED BY

CONTRACTOR, UNLESS NOTIFIED OTHERWISE. SEE THE PROJECT

SPECIFICATIONS AND COORDINATE WITH OWNER THE RETURN OF

SALVAGED ITEMS.

4. ALL LOCALLY RECYCLABLE MATERIALS REMOVED FROM THE SITE

SHALL BE TRANSPORTED TO THE APPROPRIATE RECYCLER.

5. REFER TO THE BUILDING PLANS, ELEVATIONS, AND SCHEDULES FOR

BALANCE OF REMOVAL AND REPLACEMENT SCOPES.

6. CONTRACTOR TO PROVIDE DOCUMENTATION OF HISTORIC YANKEE

GUTTER LOCATIONS AND DIMENSIONS RELATIVE TO (E) FASCIA AT

EACH CONDITION, PRIOR TO REMOVALS.

DEMOLITION PLAN LEGEND

(E) WALL TO REMAIN

REMOVE EXISTING

XX DEMOLITION PLAN KEYED NOTE

(E) VALLEY

(E) RIDGE

A301

123456

A

B

C

D

E

F

G

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A302 1

A303

A3041

D1 D3

D4

D2

NO INTERIOR WORK;

PARTITIONS SHOWN

FOR REFERENCE ONLY

(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

N1.3 N1.2

N1.1

W1.1

W1.2

W1.3

W1.4

S1.1

W1.5

W1.6

S1.2

S1.3 S1.4

S1.5

S1.6 S1.7 S1.8

E1.1

S1.9

E1.2

E1.3

E1.4

E1.5

E1.6

E1.7

A301

123456

A

B

C

D

E

F

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A302 1

A303

A3041

TYP

NO INTERIOR WORK;

PARTITIONS SHOWN

FOR REFERENCE ONLY

V

IF

VIF

VIF

VIF

V

IF

V

IF

VIF

VIF

(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

TYP

TYP

S2.2 S2.3

S2.4

E2.1

E2.2

E2.3

N2.1N2.2

W2.1

W2.2

S2.1

W2.3

W2.4

TYP

4.

7" / 1'-0"

9" / 1'-0" 9" / 1'-0"

VIF

V

IF

VIF

V

IF

VIF

V

IF

11" / 1'-0"

VIF

A301

123456

A

B

C

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E

F

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A302 1

A303

A3041

(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

TYP

TYP

11" / 1'-0"11" / 1'-0"

11" / 1'-0"

11" / 1'-0"

VIF VIF

V

IF

V

IF

VIF

V

IF

V

IF

V

IF

V

IF

11" / 1'-0"

VIF VIF

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A101

1/8" = 1'-0"

DEMOLITION PLAN - LEVEL 01

1/8" = 1'-0"

DEMOLITION PLAN - LEVEL 02

1/8" = 1'-0"

ROOF PLAN

PROJECT

NORTH

0' 2' 4' 8' 16'

PROJECT

NORTH

0' 2' 4' 8' 16'

PROJECT

NORTH

0' 2' 4' 8' 16'

DEMOLITION PLAN KEYED NOTES

1 REMOVE (E) CEDAR ROOFING AND ASSOCIATED FLASHING, IN

PREPARATION FOR NEW SHEATHING, UNDERLAYMENT, AND

ROOF COVERING.

2 VERIFY LOCATION OF (E) YANKEE GUTTER AND ROOFING

RELATIVE TO (E) FASCIA. SEE GENERAL NOTE #6 AND 2/A802.

3 REMOVE (E) SHEET METAL GUTTER DROP. COORDINATE NEW

OPENING WITH NEW GUTTER DROP AND DOWNSPOUT SIZE.

SEE BUILDING PLANS.

4 PREPARE OPENINGS IN (E) EAVE/SOFFIT FOR NEW GUTTER

DROP AND DOWNSPOUT. SEE BUILDING PLANS.

5 REMOVE (E) DOWNSPOUT.

6 PROTECT (E) ELECTRICAL METER.

7 PROTECT (E) HOSE BIBB.

8 SALVAGE (E) CHIMNEY FLASHINGS FOR CONTRACTOR'S

REFERENCE IN FABRICATION OF NEW FLASHINGS.

FLOOR PLAN GENERAL NOTES

2. DIMENSIONS ARE APPROXIMATE, FOR REFERENCE PURPOSES

ONLY. SYSTEMS, CONDITIONS, AND YANKEE GUTTER DIMENSIONS

SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION AND PROCUREMENT OF MATERIALS OR ITEMS.

3. DIMENSIONS ARE TO:

A. FACE OF EXISTING EXTERIOR FINISH.

B. GRIDLINE.

4. CONTRACTOR TO COORDINATE A ROOF PLAN FOR INCORPORATING

IN ALL DIVISION 07 SUBMITTAL(S), INCLUDING BUT NOT LIMITED O:

ROOF SHEATHING, ROOF UNDERLAYMENT, METAL SHINGLES,

SHEET METAL FLASHING, CUSTOM YANKEE GUTTERS, GUTTER

DROPS/DOWNSPOUTS, AND EAVE, RAKE, AND OTHER DETAIL

CONDITIONS. PLAN TO INCLUDE VERIFIED DIMENSIONS AND

LOCATIONS OF ASSOCIATED ELEMENTS.

5. DRAWINGS AND DIMENSIONS RELATING TO LEVEL 02 AND ABOVE

ARE SPECULATIVE, BASED ON LIMITED FIELD MEASUREMENTS AND

PHOTOGRAPHS. CONTRACTOR TO VERIFY ALL RELATED SCOPES.

A301

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F

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(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

A302 1

A303

A3041

D3

D4

D1

D2 5

NO INTERIOR WORK;

PARTITIONS SHOWN

FOR REFERENCE ONLY

N1.3 N1.2

N1.1

W1.1

W1.2

W1.3

W1.4

S1.1

W1.5

W1.6

S1.2

S1.3 S1.4

S1.5

S1.6 S1.7 S1.8

E1.1

S1.9

E1.2

E1.3

E1.4

E1.5

E1.6

E1.7

2' - 11" 9' - 2" (E) 13' - 2" (E) 5' - 0" (E) 2' - 9"

(E

(E

(E

(E

(E

(E

(E

(E

(E) 1' - 6"

(E) 5' - 11" (E) 4' - 8"(E) 3' - 7" (E) 9' - 11" (E) 3' - 7"

EM

A301

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A302 1

A303

A3041

(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

"NO INTERIOR WORK;

PARTITIONS SHOWN

FOR REFERENCE ONLY

E2.3

N2.1N2.2

W2.1

W2.2

W2.3

W2.4

S2.2 S2.3

S2.4

E2.1

E2.2

(E) 17' - 0" (E) 17' - 0"

(E

(E

TYP

7" / 1'-0"

9" / 1'-0" 9" / 1'-0"

VIF

V

IF

VIF

V

IF

VIF

V

IF

11" / 1'-0"

VIF

A301

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A302 1

A303

A3041

(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

TYP

TYP

11" / 1'-0"11" / 1'-0"

11" / 1'-0"

11" / 1'-0"

VIF VIF

V

IF

V

IF

VIF

V

IF

V

IF

V

IF

V

IF

11" / 1'-0"

VIF VIF

FLOOR PLAN LEGEND

(E) WALL TO REMAIN; NO CHANGES

(E) INTERIOR PARTITION TO REMAIN;

NO CHANGES

X1.X (E) WINDOW TYPE; SEE BUILDING ELEVATIONS

NEW METAL SHINGLE ROOF COVERING WITH

NEW SHEATHING AND UNDERLAYMENT

XX BUILDING PLAN KEYED NOTE

(E) VALLEY

(E) RIDGE

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A201

1/8" = 1'-0"

FLOOR PLAN - LEVEL 01

1/8" = 1'-0"

FLOOR PLAN - LEVEL 02

1/8" = 1'-0"

ROOF PLAN

PROJECT

NORTH

0' 2' 4' 8' 16'

PROJECT

NORTH

0' 2' 4' 8' 16'

PROJECT

NORTH

0' 2' 4' 8' 16'

FLOOR PLAN KEYED NOTES

1 NEW METAL SHINGLE ROOF COVERING OVER NEW SHEATHING

AND UNDERLAYMENT, SEE 9 & 10/A801

2 NEW YANKEE GUTTER REPLICA PER 2/A802, WITH END CAPS PER

7/A802

3 NEW GUTTER DROP, SEE 3/A802

4 NEW GUTTER DROP, SEE 1/A802

5 NEW METAL DOWNSPOUT, SEE 5/A801

6 NEW FLASHING AT (E) CHIMNEY, SEE 1/A801 & 2/A801

7 PROTECT (E) ELECTRICAL METER

8 PROTECT (E) HOSE BIBB

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(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

8' - 9 1/4"

9' - 2"

NO INTERIOR WORK;

PARTITIONS SHOWN

FOR REFERENCE ONLY

TYP3

TYP

TYP

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A

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C

D

E

F

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(E) 12' - 1" (E) 13' - 1" (E) 3' - 11" (E) 9' - 3" (E) 7' - 9"

(E) 46' - 1"

(E

(E

(E

(E

(E

(E

(E

(E

"NO INTERIOR WORK;

PARTITIONS SHOWN

FOR REFERENCE ONLY

TYP

RCP LEGEND

(E) WALL TO REMAIN; NO CHANGES

(E) INTERIOR PARTITION TO REMAIN;

NO CHANGES

(E) WOOD SOFFIT; NO CHANGES

XX RCP KEYED NOTE

GENERAL NOTES

1. SEE ALSO SHEET AG00 GENERAL NOTES.

2. DIMENSIONS ARE APPROXIMATE, FOR REFERENCE PURPOSES

ONLY. SYSTEMS AND CONDITIONS SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION AND PROCUREMENT OF

MATERIALS OR ITEMS.

3. DIMENSIONS ARE TO FACE OF EXISTING EXTERIOR FINISH AND

GRIDLINE.

4. CLEANING, REPAIR AND REPLACEMENT SCOPES INDICATED ARE

BASED ON OBSERVATIONS FROM THE 'HUGHES HOUSE BUILDING

PRESERVATION PLAN' (3/29/2018, REVISED 3/21/2023). REFER TO

SPECIFICATION SECTION 00 31 00 'AVAILABLE PROJECT

INFORMATION' FOR ADDITIONAL INFORMATION.

5. DRAWINGS AND DIMENSIONS RELATING TO LEVEL 02 AND ABOVE

ARE SPECULATIVE, BASED ON LIMITED FIELD MEASUREMENTS

AND PHOTOGRAPHS. CONTRACTOR TO VERIFY ALL RELATED

SCOPES.

O

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G O N

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A202

1/8" = 1'-0"

REFLECTED CEILING PLAN - LEVEL 01

1/8" = 1'-0"

REFLECTED CEILING PLAN - LEVEL 02

PROJECT

NORTH

0' 2' 4' 8' 16'

PROJECT

NORTH

0' 2' 4' 8' 16'

RCP KEYED NOTES

1 (E) EAVE, INCLUDING FASCIA, TRIM, AND UNDERSIDE /

SOFFIT. TYPICAL AT ALL ELEVATIONS.

2 (E) RAKE, INCLUDING FASCIA, TRIM, AND UNDERSIDE /

SOFFIT. TYPICAL AT ALL ELEVATIONS.

3 (E) DECORATIVE WOOD BRACKET.

4 (E) WOOD SOFFIT.

5 (E) ANNUNCIATOR, PROTECT IN PLACE

GENERAL NOTES

2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN

FOR REFERENCE ONLY.

3. DIMENSIONS ARE SHOWN TO DIMENSION POINT OF

REFERENCED DETAIL WHERE APPLICABLE.

4. REPLACEMENT SCOPES INDICATED ARE BASED ON

OBSERVATIONS FROM THE 'HUGHES HOUSE BUILDING

PRESERVATION PLAN' (3/29/2018, REVISED 3/21/2023). REFER

TO SPECIFICATION SECTION 00 31 00 'AVAILABLE PROJECT

INFORMATION' FOR ADDITIONAL INFORMATION.

5. DRAWINGS AND DIMENSIONS RELATING TO LEVEL 2 AND

ABOVE ARE SPECULATIVE, BASED ON LIMITED FIELD

MEASUREMENTS AND PHOTOGRAPHS. CONTRACTOR TO

VERIFY ALL RELATED SCOPES.

6. SCREEN DOORS AND STORM WINDOWS NOT SHOWN FOR

CLARITY OF READING EXTERIOR ELEVATIONS.

LEVEL 01

0' - 0"

LEVEL 02

11' - 0"

TOP OF ROOF

29' - 4 1/2"

123456

S1.2 S1.3 S1.5 S1.9

S2.1

S1.1 S1.4

S2.2 S2.3 S2.4

S1.6 S1.7 S1.8

L1

TYP

TYP

BUILDING ELEVATION LEGEND

XX ELEVATION KEYED NOTE

NEW METAL SHINGLE ROOF COVERING

OVER NEW SHEATHING AND

UNDERLAYMENT, SEE A800

O

RE

G O N

PA

RK

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A301

1/4" = 1'-0"

SOUTH BUILDING ELEVATION

PERSPECTIVE - SOUTHEAST

0' 1' 2' 4' 8'

ELEVATION KEYED NOTES

1 NEW METAL SHINGLE ROOF COVERING OVER NEW SHEATHING AND

UNDERLAYMENT, SEE 6 & 7/A800.

2 REPLACE (E) YANKEE GUTTER AND METAL FLASHING, SEE 2/A802.

3 NEW METAL DOWNSPOUT, COORDINATE WITH (E) STANDPIPE.

4 NEW METAL DOWNSPOUT, COORDINATE WITH OFCI SPLASH BLOCK.

5 (E) ANNUNCIATOR.

6 NEW METAL FLASHING AT (E) CHIMNEY, SEE 1 & 2/A801.

7 NEW CAP FLASHING AT (E) CORNICE RETURN, SEE 4/A801.

REPRESENTATIONAL IMAGE. IMAGE SHOWN MAY NOT BE AN EXACT REPRESENTATION OF ACTUAL DESIGN AND CONSTRUCTION.

LEVEL 01

0' - 0"

LEVEL 02

11' - 0"

TOP OF ROOF

29' - 4 1/2"

A B C D E F G H

W1.1 W1.2 W1.3 W1.4

W2.1 W2.2

D1 W1.5 W1.6

W2.4W2.3

L2

TYP

TYP

L3

GENERAL NOTES

1. SEE ALSO SHEET AG00 GENERAL NOTES.

2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN

FOR REFERENCE ONLY.

3. DIMENSIONS ARE SHOWN TO DIMENSION POINT OF

REFERENCED DETAIL WHERE APPLICABLE.

4. REPLACEMENT SCOPES INDICATED ARE BASED ON

OBSERVATIONS FROM THE 'HUGHES HOUSE BUILDING

PRESERVATION PLAN' (3/29/2018, REVISED 3/21/2023). REFER

TO SPECIFICATION SECTION 00 31 00 'AVAILABLE PROJECT

INFORMATION' FOR ADDITIONAL INFORMATION.

5. DRAWINGS AND DIMENSIONS RELATING TO LEVEL 2 AND

ABOVE ARE SPECULATIVE, BASED ON LIMITED FIELD

MEASUREMENTS AND PHOTOGRAPHS. CONTRACTOR TO

VERIFY ALL RELATED SCOPES.

6. SCREEN DOORS AND STORM WINDOWS NOT SHOWN FOR

CLARITY OF READING EXTERIOR ELEVATIONS.

BUILDING ELEVATION LEGEND

XX ELEVATION KEYED NOTE

NEW METAL SHINGLE ROOF COVERING

OVER NEW SHEATHING AND

UNDERLAYMENT, SEE A800

O

RE

G O N

PA

RK

S

AN

D

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A302

1/4" = 1'-0"

WEST BULDING ELEVATION

PERSPECTIVE - SOUTHWEST

0' 1' 2' 4' 8'

ELEVATION KEYED NOTES

1 NEW METAL SHINGLE ROOF COVERING OVER NEW SHEATHING AND

UNDERLAYMENT, SEE 6 & 7/A800.

2 REPLACE (E) YANKEE GUTTER AND METAL FLASHING, SEE 2/A802.

3 NEW METAL DOWNSPOUT, COORDINATE WITH (E) STANDPIPE.

4 NEW METAL DOWNSPOUT, COORDINATE WITH OFCI SPLASH BLOCK.

5 (E) ANNUNCIATOR.

6 NEW METAL FLASHING AT (E) CHIMNEY, SEE 1 & 2/A801.

REPRESENTATIONAL IMAGE. IMAGE SHOWN MAY NOT BE AN EXACT REPRESENTATION OF ACTUAL DESIGN AND CONSTRUCTION.

LEVEL 02

11' - 0"

TOP OF ROOF

29' - 4 1/2"

1 2 3 4 5 6

D3 N1.1 N1.2 N1.3

N2.1 N2.2

L4 L5 L6

TYP

TYP

GENERAL NOTES

1. SEE ALSO SHEET AG00 GENERAL NOTES.

2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN

FOR REFERENCE ONLY.

3. DIMENSIONS ARE SHOWN TO DIMENSION POINT OF

REFERENCED DETAIL WHERE APPLICABLE.

4. REPLACEMENT SCOPES INDICATED ARE BASED ON

OBSERVATIONS FROM THE 'HUGHES HOUSE BUILDING

PRESERVATION PLAN' (3/29/2018, REVISED 3/21/2023). REFER

TO SPECIFICATION SECTION 00 31 00 'AVAILABLE PROJECT

INFORMATION' FOR ADDITIONAL INFORMATION.

5. DRAWINGS AND DIMENSIONS RELATING TO LEVEL 2 AND

ABOVE ARE SPECULATIVE, BASED ON LIMITED FIELD

MEASUREMENTS AND PHOTOGRAPHS. CONTRACTOR TO

VERIFY ALL RELATED SCOPES.

6. SCREEN DOORS AND STORM WINDOWS NOT SHOWN FOR

CLARITY OF READING EXTERIOR ELEVATIONS.

BUILDING ELEVATION LEGEND

XX ELEVATION KEYED NOTE

NEW METAL SHINGLE ROOF COVERING

OVER NEW SHEATHING AND

UNDERLAYMENT, SEE A800

O

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A303

1/4" = 1'-0"

NORTH BUILDING ELEVATION

PERSPECTIVE - NORTHWEST

0' 1' 2' 4' 8'

ELEVATION KEYED NOTES

1 NEW METAL SHINGLE ROOF COVERING OVER NEW SHEATHING AND

UNDERLAYMENT, SEE 6 & 7/A800.

2 REPLACE (E) YANKEE GUTTER AND METAL FLASHING, SEE 2/A802.

3 NEW METAL DOWNSPOUT, COORDINATE WITH (E) STANDPIPE.

4 NEW METAL DOWNSPOUT, COORDINATE WITH OFCI SPLASH BLOCK.

5 (E) ANNUNCIATOR.

6 NEW METAL FLASHING AT (E) CHIMNEY, SEE 1 & 2/A801.

REPRESENTATIONAL IMAGE. IMAGE SHOWN MAY NOT BE AN EXACT REPRESENTATION OF ACTUAL DESIGN AND CONSTRUCTION.

LEVEL 02

11' - 0"

TOP OF ROOF

29' - 4 1/2"

ABCDEFGH

D4

E1.1 E1.2 E1.3

E2.1 E2.2

E1.4 E1.5 E1.6 E1.7 E1.8D2

E2.3

L7 L8 L9 L10

L11

TYP

TYP

4 4

GENERAL NOTES

1. SEE ALSO SHEET AG00 GENERAL NOTES.

2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN

FOR REFERENCE ONLY.

3. DIMENSIONS ARE SHOWN TO DIMENSION POINT OF

REFERENCED DETAIL WHERE APPLICABLE.

4. REPLACEMENT SCOPES INDICATED ARE BASED ON

OBSERVATIONS FROM THE 'HUGHES HOUSE BUILDING

PRESERVATION PLAN' (3/29/2018, REVISED 3/21/2023). REFER

TO SPECIFICATION SECTION 00 31 00 'AVAILABLE PROJECT

INFORMATION' FOR ADDITIONAL INFORMATION.

5. DRAWINGS AND DIMENSIONS RELATING TO LEVEL 2 AND

ABOVE ARE SPECULATIVE, BASED ON LIMITED FIELD

MEASUREMENTS AND PHOTOGRAPHS. CONTRACTOR TO

VERIFY ALL RELATED SCOPES.

6. SCREEN DOORS AND STORM WINDOWS NOT SHOWN FOR

CLARITY OF READING EXTERIOR ELEVATIONS.

BUILDING ELEVATION LEGEND

XX ELEVATION KEYED NOTE

NEW METAL SHINGLE ROOF COVERING

OVER NEW SHEATHING AND

UNDERLAYMENT, SEE A800

O

RE

G O N

PA

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ST

A304

1/4" = 1'-0"

EAST BUILDING ELEVATION

PERSPECTIVE - NORTHEAST

0' 1' 2' 4' 8'

ELEVATION KEYED NOTES

1 NEW METAL SHINGLE ROOF COVERING OVER NEW SHEATHING AND

UNDERLAYMENT, SEE 6 & 7/A800.

2 REPLACE (E) YANKEE GUTTER AND METAL FLASHING, SEE 2/A802.

3 NEW METAL DOWNSPOUT, COORDINATE WITH (E) STANDPIPE.

4 NEW METAL DOWNSPOUT, COORDINATE WITH OFCI SPLASH BLOCK.

5 (E) ANNUNCIATOR.

6 NEW METAL FLASHING AT (E) CHIMNEY, SEE 1 & 2/A801.

7 NEW CAP FLASHING AT (E) CORNICE RETURN, SEE 4/A801.

REPRESENTATIONAL IMAGE. IMAGE SHOWN MAY NOT BE AN EXACT REPRESENTATION

OF ACTUAL DESIGN AND CONSTRUCTION.

1.

2.

3.

4.

5.

PHOTOGRAPHED CONDITION NOTES

NOTES APPLY TO EXTERIOR PHOTOS SHEETS A401 THROUGH A408

PHOTOGRAPHS ARE FOR GENERAL REFERENCE ONLY, AND ARE NOT TO

BE CONSIDERED AN ACCURATE OR CURRENT REPRESENTATION OF

EXISTING CONDITIONS ON SITE. CONTRACTOR TO VERIFY ALL CONDITIONS

IN FIELD.

PHOTOGRAPHS INCLUDED WERE TAKEN DURING VARIOUS SITE VISITS

RANGING FROM THE YEARS OF 2018 TO 2024.

CONDITIONS PRESENTED ARE EXEMPLARY ONLY AND DO NOT CAPTURE

ALL EXISTING CONDITIONS.

CONDITIONS PRESENTED ARE TO BE UTILIZED AS A SUPPLEMENT TO

REPAIR AND REPLACEMENT STRATEGIES. SEE DRAWINGS FOR ADDITIONAL

INFORMATION.

A401

A401

A401

A401

A401

A401

A402

A402

A402

A402

A402

A402

A402

A402

A402

A402

A401

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NOT TO SCALE

PHOTO KEY, SOUTH ELEVATION

NTS

NONEXTANT SKIRT TRIM

NTS

GUARDRAIL AT WEST PORCH, SOUTH ELEVATION

NTS

GABLE VENT, SOUTH

NTS

NONEXTANT TRIM AT WEST PORCH

NTS

EAVE BRACKETS AT WEST PORCH, WEST SIDE

NTS

EAVE BRACKETS AND FASCIA AT UPPER ROOF

NTS

SOUTH ELEVATION

3/8" = 1'-0"

S2.2 AND S2.3 WINDOW SILL (ABOVE BAY WINDOW)

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

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A402

NTS

SIDING AND TRIM AT SOUTHEAST WINDOW S1.8

NTS

OVERHANG AT SECOND FLOOR WINDOWS

NTS

YANKEE GUTTER, SOUTHEAST

NTS

BOARD AND BATTEN SKIRT AT SOUTHEAST CORNER

NTS

EAVE SOFFIT, SOUTHEAST

NTS

LOWER TRIM AND STUCCO SKIRT, SOUTHEAST

NTS

FRIEZE AT BAY WINDOW

NTS

ENTRANCE AT SOUTHEAST DOOR D4

NTS

WINDOW HOOD FLASHING AND FRIEZE AT SE WINDOW S1.7 & S1.8

NTS

EXTERIOR FINISH DISREPAIR

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

A404

A403

A403

A403

A403

A403

A404

A404

A404

A404

A404

A404

A404

A404

A404

A403

A404

A404

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P A R K

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A403

NOT TO SCALE

PHOTO KEY, WEST ELEVATION

NTS

WEST ELEVATION

NTS

CORNICE RETURN AT NORTHWEST CORNER

NTS

NONEXTANT BRACKET AT UPPER ROOF EAVE

NTS

ROOF TO SIDEWALL TRANSITION, NORTHWEST

NTS

ELECTRICAL METER AND DOWNSPOUT, NORTHWEST

NTS

WOOD SKIRT

NTS

WINDOW MOLDING

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

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A404

NTS

WOOD SKIRT AT GRADE

NTS

WINDOW HOOD MOLDING FLASHING

NTS

SKIRT TRIM AT PORCH ENTRANCE

NTS

GABLE VENT, WEST

NTS

EAVE BRACKET AT SOUTHWEST PORCH

NTS

YANKEE GUTTER AT SOUTHWEST PORCH

NTS

WOOD SOFFIT AT SOUTHWEST PORCH

NTS

GUTTER DROP AT SOUTHWEST PORCH

NTS

POST BASE AT SOUTHWEST PORCH

NTS

POST BASE AND LATTICE AT SOUTHWEST PORCH

NTS

SOUTHWEST ELEVATION

NTS

NONEXTANT CORNER TRIM AT WEST PORCH

NTS

HEADWALL TRANSITION AT WEST PORCH

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

A405

A405

A405

A405

A406

A406

A406

A406

A405

A406

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A405

NOT TO SCALE

PHOTO KEY, NORTH ELEVATION

NTS

NORTH ELEVATION

NTS

WOOD TRIM AT NORTHEAST CORNER

NTS

SKIRT BOARD AND STEMWALL AT NORTHEAST CORNER

NTS

SILL AT WOOD SKIRT

NTS

WOOD FASCIA AT NORTHEAST PORCH

NTS

NORTHEAST PORCH

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY PHOTO INCLUDED

G O N

PA

RK

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AN

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EN

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A406

NTS

CEDAR ROOFING, NORTH

NTS

SILL AT WOOD SKIRT, NORTHWEST

NTS

SIDEWALL PENETRATION AT GABLE TRIM

NTS

CORNICE RETURN AT NORTHWEST CORNER

NTS

NORTHWEST ELEVATION

NTS

NORTHEAST PORCH OVERHANG

PHOTO INCLUDED

A407

A407

A407

A407

A407

A408

A408

A408

A408

A408

A408

A408

A408

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A407

NOT TO SCALE

PHOTO KEY, EAST ELEVATION

NTS

EAST ELEVATION

NTS

EAVE SOFFIT AT SOUTHEAST CORNER

NTS

HANDRAIL AT SOUTHEAST LANDING BY DOOR D4

NTS

GABLE VENT, EAST

NTS

WOOD TRIM AND SIDING AT SOUTHEAST CORNER

NTS

WOOD SIDING AND TRIM

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

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A408

NTS

WOOD CORNER TRIM, SOUTH

NTS

EAST PORCH, SOUTH

NTS

SOFFIT RETURN, EAST

NTS

DORMER BRACKETS AND EAVES

NTS

PORCH BRACKET AT WALL, EAST

NTS

NORTHEAST ELEVATION

NTS

WOOD DECKING AT EAST PORCH

NTS

YANKEE GUTTER AT NORTHEAST CORNER

NTS

CONCRETE STAIRS AT NORTHEAST PORCH

NTS

DETERIORATED LOUVER AT STEMWALL

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

FOR GENERAL

REFERENCE ONLY

PHOTO INCLUDED

GENERAL NOTES

1. ASSEMBLIES SHOWN ARE SPECULATIVE AND ARE INCLUDED

FOR GENERAL REFERENCE ONLY. CONTRACTOR TO VERIFY

CONCEALED AND INTERIOR CONDITIONS IN FIELD.

2. METAL ROOF SHINGLE SYSTEM AND SHEET METAL FLASHING

AND TRIM ARE DELEGATED DESIGN COMPONENTS. DESIGN

INTENT SHOWN IS PRELIMINARY, FOR PLANNING AND

BIDDING PURPOSES. SEE AG00 FOR MORE INFORMATION.

3. REFER TO METAL ROOF SYSTEM MANUFACTURER'S

STANDARD DETAILS FOR ADDITIONAL INSTALLATION

CONDITIONS.

4. VERIFY ALL EXISTING DIMENSIONS IN FIELD.

CUSTOM SHEET METAL

DOWNSPOUT STRAP

3" ⌀ METAL

DOWNSPOUT,

CENTERED ON

BUILDING ELEMENT

DOWNSPOUT

ELBOW BEYOND, AS

NEEDED; MAINTAIN

1" FROM FACE OF

BUILDING ELEMENT

ø 3"

PLAN

ELEVATION

CUSTOM SHEET METAL

DOWNSPOUT STRAP

3" ⌀ METAL

DOWNSPOUT

A403

PHOTO

A801

A403

PHOTO

NEW SHEET METAL CAP

FLASHING, CONTOURED

TO MOULDINGS, COLOR

TO MATCH

(E) BRACKETS, TRIM,

AND FASCIA, TYP

NEW HIGH-TEMP.

FLASHING; COLOR

TO MATCH TRIM.

VERIFY UPTURN

DIMENSIONS WITH

MANUFACTURER

REQUIREMENTS

(E) FASCIA, SOFFIT AND

TRIM, TYP

NEW SHEET METAL CAP

FLASHING, CONTOURED

TO MOULDINGS

HIGH-TEMP.

FLASHING AT SHEET

METAL UPTURN, TYP

VIF

+/- 1' - 8"

V

IF

(E) BRICK MASONRY CHIMNEY

SHEET METAL STEP FLASHING,

PROVIDE FRICTION FIT WITH APRON.

SET IN SEALANT 5/8" MIN

MEMBRANE FLASHING, LAP 4"

OVER ROOF UNDERLAYMENT

PRE-FORMED METAL

ROOFING ASSEMBLY

PER .

SHEET METAL APRON

FLASHING WITH CLEAT

A801

INTERIOR

ATTIC

M

IN

SELF ADHERED

MEMBRANE FLASHING

(E) BRICK MASONRY CHIMNEY

SHEET METAL STEP FLASHING,

PROVIDE FRICTION FIT AND SET

IN SEALANT 5/8" MIN

METAL FLASHING PER ROOFING

MFR, INTEGRATED WITH TOP LOCK

MEMBRANE FLASHING, LAP 4"

OVER ROOF UNDERLAYMENT

INTERIOR

ATTIC

PRE-FORMED METAL

ROOFING ASSEMBLY

PER . 6

A801

SELF ADHERED

MEMBRANE FLASHING

ROOF UNDERLAYMENT

PLYWOOD SHEATHING

OVER (E) SKIP-SHEATHING,

SEE

PRE-FORMED METAL

ROOFING SYSTEM, TYP

NAILING CLIP PER

ROOFING MFR

A801

SECTION

PLAN

STAGGERED

PATTERN, PER

ROOFING MFR

EXPOSURE

11 1

/4

PRE-FORMED

'SHINGLE' WIDTH

VARIES, PER

ROOFING MFR

SLOPE PER

ROOF PLANS

INTERIOR

(ATTIC)

INTERIOR

(ATTIC)

(E) 1x6 SKIP SHEATHING

VERIFY OR PROVIDE

(2) 8d NAILS MIN.

FROM SKIP

SHEATHING TO

JOIST

1/8

CENTER JOINT ON

SKIP SHEATHING

AND PROVIDE GAP

(N) 1/2" PLYWOOD ROOF SHEATHING;

PROVIDE 16 GA. x 1 1/2" STAPLES TO

SKIP SHEATHING:

• PANEL EDGES: 2 1/2" O.C.

• FIELD: 6" O.C.

STAGGER ALL PLYWOOD JOINTS

ALONG THE LONG EDGE BY 4'-0"

(E) 2x ROOF

RAFTER

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U S

A801

3" = 1'-0"

DOWNSPOUT STRAP DETAILS

1 1/2" = 1'-0"

CORNICE RETURN, ELEVATION

1 1/2" = 1'-0"

CORNICE RETURN PLAN DETAIL

3" = 1'-0"

SECTION AT CHIMNEY FLASHING HEADWALL TRANSITION

3" = 1'-0"

SECTION AT CHIMNEY FLASHING SIDEWALL TRANSITION

3" = 1'-0"

ROOF ASSEMBLY PLAN AND SECTION DETAILS

3" = 1'-0"

ROOF SHEATHING SECTION

VIF

(E) 2"

(E) WOOD FASCIA

SHEET METAL FLASHING

WITH DRIP EDGE

VIF

(E) 1" 6"

V

IF

(E

DELEGATED DESIGN SHEET METAL 'YANKEE

GUTTER' REPLICA PROFILE TO MATCH EXISTING.

INTEGRATE WITH PRE-FORMED METAL ROOFING.

INCLUDE CANT PROFILE, SLOPED TO

DOWNSPOUTS. FINISH TO MATCH METAL ROOFING

VIF

(E) DIM. VARIES

GUTTER DROP BEYOND,

WHERE OCCURS PER PLANS.

SEE AND 5

A802

PRE-FORMED METAL

ROOFING ASSEMBLY

PER 6

A801

A802

A404

PHOTO

F A

C E

O F

F A

S C

IA

LINEAL CLIP PER ROOF

COVERING MFR

EXTEND NEW

SHEATHING PAST (E)

FASCIA AS NEEDED

TO MATCH EXISTING

SHINGLE OVERHANG

DIMENSION, TYP

S H

IN

G

L E

O V

E R

H A

N G

NAILING

CLIP

M

IN

T.O. GUTTER

T.O. PROFILE

SLOPE

VARIES

RIDGE FLASHING PER

ROOFING MANUFACTURER

RIDGE CAP PER

ROOFING MANUFACTURER

ROOF UNDERLAYMENT

RIDGE FLASHING

PRE-FORMED METAL

ROOFING ASSEMBLY

PER 6

A801

SLOPE

VARIES

ø 2 7/8"

CUSTOM SHEET

METAL 'YANKEE

GUTTER' REPLICA,

SEE SECTION DETAIL

A802

NEW GUTTER DROP,

SEE

REMOVED 2" O.D. GUTTER

DROP, FOR REFERENCE

PRE-FORMED METAL

ROOFING SYSTEM, TYP

VALLEY FLASHING,

PER METAL ROOFING

SYSTEM MFR, TYP

FASCIA (BELOW)

VIF

(E) DIM. VARIES

CL

A802

A404

PHOTO

CUSTOM SHEET

METAL 'YANKEE

GUTTER' REPLICA, SEE

SECTION DETAILS

A802

NEW GUTTER DROP,

CONTINUOUSLY WELDED

TO SHEET METAL GUTTER.

COORDINATE WITH NEW

DOWNSPOUT (BELOW)

REMOVED 2" O.D. GUTTER

DROP, FOR REFERENCE

PRE-FORMED METAL

ROOFING SYSTEM, TYP

FASCIA (BELOW)

VIF

(E) DIM. VARIES

CL

A802

SOFFIT

GUTTER OUTLET

HIGH SIDE

NEW 3" METAL

DOWNSPOUT, SEE

PLANS FOR

LOCATIONS

EXTEND GUTTER DROP

AS REQUIRED FOR

SECURE CONNECTION

BOTTOM OF

GUTTER DROP

V

IF

C O

N D

IT

IO

N V

A R

IE

S

CONTINUOUS WELDED

ATTACHMENTS TO

GUTTER DROP AND

EXTENSION, TYP

EAVE SHOWN FOR

REFERENCE ONLY;

CONDITION VARIES

BY LOCATION

DELEGATED DESIGN

METAL GUTTER DROP

DELEGATED DESIGN

'YANKEE GUTTER'

REPLICA PROFILE

PROVIDE ROUND

PENETRATION

UNDERLAYMENT

FLASHING PER MFR (NOT

SHOWN, FOR CLARITY)

SLOPE

VARIES

CONTINUOUS WELDED

ATTACHMENT TO

GUTTER DROP

DELEGATED DESIGN

SHEET METAL

'YANKEE GUTTER'

REPLICA PROFILE

DELEGATED DESIGN

METAL GUTTER DROP

TOP LOCK;

INTEGRATE WITH

METAL ROOFING

BOTTOM LOCK;

INTEGRATE

WITH METAL

ROOFING

CANT, SLOPED

TO DOWNSPOUTS

RIBBED VALLEY FLASHING

PER ROOFING MFR

ROOF UNDERLAYMENT

FLASHING

GUTTER DRAIN FIELD-

CUT IN SHINGLE

PRE-FORMED METAL SHINGLE

M

IN

ROOF UNDERLAYMENT

FLASHING UPTURNED LEG

NAILING CLIP PER ROOFING MFR

FIELD-FORMED 'SHORT'

SHINGLE WITH TOP LOCK

SELF ADHERED

MEMBRANE FLASHING

PRE-FORMED METAL

ROOFING ASSEMBLY

PER 6

A801

METAL FLASHING PER ROOFING

MFR, INTEGRATED WITH TOP LOCK

REFINISH (E) SIDING, TYP

REINSTALL SALVAGED SIDING

TO CONCEAL FLASHINGS;

MATCH (E) SIDING EXPOSURE

A404

PHOTO

SLOPE

VARIES

GENERAL NOTES

1. ASSEMBLIES SHOWN ARE SPECULATIVE AND ARE INCLUDED

FOR GENERAL REFERENCE ONLY. CONTRACTOR TO VERIFY

CONCEALED AND INTERIOR CONDITIONS IN FIELD.

2. METAL ROOF SHINGLE SYSTEM AND SHEET METAL FLASHING

AND TRIM ARE DELEGATED DESIGN COMPONENTS. DESIGN

INTENT SHOWN IS PRELIMINARY, FOR PLANNING AND

BIDDING PURPOSES. SEE AG00 FOR MORE INFORMATION.

3. REFER TO METAL ROOF SYSTEM MANUFACTURER'S

STANDARD DETAILS FOR ADDITIONAL INSTALLATION

CONDITIONS.

4. VERIFY ALL EXISTING DIMENSIONS IN FIELD.

ROOF UNDERLAYMENT

FLASHING UPTURNED LEG

NAILING CLIP

FIELD-CUT DRAIN

SELF ADHERED

MEMBRANE FLASHING

PRE-FORMED METAL

ROOFING ASSEMBLY

PER 6

A801

METAL FLASHING PER ROOFING

MFR, INTEGRATED WITH TOP LOCK

REFINISH (E) SIDING, TYP

REINSTALL SALVAGED SIDING

TO CONCEAL FLASHINGS;

MATCH (E) SIDING EXPOSURE

M

IN

A403

PHOTO

SHEET METAL END

CAP;

CONTINUOUSLY

WELDED TO ALL

EDGES OF YANKEE

GUTTER PROFILE

(SHOWN EXPLODED,

FOR CLARITY)

(E) SOFFIT, FASCIA,

AND TRIM

GABLE CHANNEL

PER ROOFING MFR

GUTTER DRAIN FIELD-

CUT IN METAL SHINGLE,

LOWEST COURSE ONLY

SHINGLE

TERMINATINON

PER ROOFING MFR

METAL FLASHING

WITH DRIP EDGE

PRE-FORMED METAL

ROOFING ASSEMBLY,

SEE 6

A801

A405

PHOTO

F A

C E

O F

(E

S H

E A

T H

IN

G

S H

IN

G

L E

O V

E R

H A

N G

VIF

2"

VIF

2 1/2"

F A

C E

O F

(E

F A

S C

IA

O

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G O N

PA

RK

S

AN

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IO

N

D

EP

AR

TM

EN

T

P A R K

SO

N

E G

O R S T A T E

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A

TE

R E V

IS

IO

N

D A

TE

SHEET:

OPRIS#:

H E

N N

E B

E R

Y E

D D

Y A

R C

H

IT

E C

T S

IN

C

H U G H

ES

H O U

SE

PH

AS

E

RO

O F U

PG

RA

D

ES

C

AP

E

BL

AN

C O

RD

PO

RT

O

RF

O

RD

O R

37644

BG BG 12

EX

TE

RI

O R D

ET

AI

LS

RO

O F

A802

3" = 1'-0"

SECTION AT EAVE, YANKEE GUTTER REPLICA

3" = 1'-0"

SECTION AT ROOF RIDGE

3" = 1'-0"

PLAN DETAIL AT INSIDE CORNER

3" = 1'-0"

PLAN DETAIL AT GUTTER DROP

3" = 1'-0"

SECTION AT YANKEE GUTTER DROP

3" = 1'-0"

GUTTER DROP CONCEPT, PARTIAL SECTION

3" = 1'-0"

SECTION AT ROOF VALLEY

3" = 1'-0"

SECTION AT HEADWALL TRANSITION

3" = 1'-0"

SECTION AT SIDEWALL TRANSITION

3" = 1'-0"

YANKEE GUTTER END-CAP CONCEPT

3" = 1'-0"

SECTION AT RAKE