223120 Drawing 22034 Architectural Set shelton village.pdf

PDF 2 MB Posted Dec 23, 2022

Attached to: Bid No. 223120 - Shelton Village Apartments - Siding, Windows, Doors, & Gutters
Solicitation number: S-KS0043-00005291
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is the architectural drawings and specifications for a state and local contract opportunity issued by the Salem Housing Authority (SHA) for the renovation of the Shelton Village Apartments located in Salem, Oregon. The scope of work includes replacement of siding, windows, doors, and gutters for 29 multi-family buildings across four building types. The contract requires installation of new vinyl windows, fiberglass and wood exterior doors, cementitious lap and board-and-batten siding, and continuous metal gutters and downspouts. The project is located across various parcels in Salem, with the bid due on May 4, 2022. No pre-bid conference or site visits are mentioned.

The contract is anticipated to be awarded following the bid submission, with the work to be completed within an unspecified timeframe. Pricing terms, funding sources, and incumbent contractor information are not provided in the documents. The drawings and specifications detail the technical requirements for the exterior renovations, including product types, installation methods, and related construction details.

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Other files

File	Type	Posted
S-10000-00005293 SSIAN.docx	DOCX document	Dec 23, 2022
223120 Reject All Bids.pdf	PDF	Dec 23, 2022
223120_Addendum.pdf	PDF	Dec 23, 2022
223120 Bid Manual~1.pdf	PDF	Dec 23, 2022
223120 Bid Tabulation.pdf	PDF	Dec 23, 2022
223120 Bid Opening Zoom Link.pdf	PDF	Dec 23, 2022
223120 Pre-Bid Meeting Attendance List.pdf	PDF	Dec 23, 2022

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A0.0

MLH

RETURN AIRRA

TD TRENCH DRAIN

M.J. MASONRY JOINT

PANEL JOINTP.J.

HO HOLD OPEN CONTRACTOR INSTALLED

OWNER FURNISHEDOFCI.

OWNER

SOUTH

SECTION

SECRETARY

SOAP DISPENSER

SCHEDULE

SOLID CORE

SANITARY

SEAT COVER DISPENSER

S.C.

S.C.D.

S.D.

SECT.

SEC.

SCHED.

SAN

L.L.

L.H.

LIQ.

LKR.

LB.

LAV.

LAM.

LAB. LABORATORY

LAMINATE

LAVATORY

POUND

LEFT HAND

LIQUID

LOCKER

LEAD-LINED

SERVICE

SHOWER

SINK

SIMILAR

SHEET

SHELF OR SHELVES

SPECIAL

SQUARE

STREET

SPEAKER

STAINLESS STEEL

SPECIFICATION

SAME AT OPPOSITE HAND

SANITARY NAPKIN RECEPTACLE

SANITARY NAPKIN DISPENSER

STEEL

STATION

STORAGE

STANDARD

SUPERVISION

STRUCTURAL

TOILET

TACKBOARD

TOP OF CURB

SHEET METAL

SYMMETRICAL

THIN COAT OF VENEER PLASTER

SUSPEND OR SUSPENDED

STORM DRAIN

TERMINAL

THICK

THERMAL

TONGUE & GROOVE

TERRAZZO

THRESHOLD

TRANSFORMER

TOP OF PAVING

TOP OF STEEL

TOP OF BEAM

TOP OF MASONRY

TOP OF CONCRETE

THROUGH

TOILET PAPER DISPENSER

TEMPERED OR TEMPERATURE

TYPICAL

UNFINISHED

TOP OF WALL

TOOLED JOINT

URINAL

UTILITY

VERTICAL

VESTIBULE

VINYL COMPOSITE TILE

UNLESS OTHERWISE NOTED

TREATMENT

TELEPHONE

SH.

SERV.

SHR.

SK.

SIM.

S.N.D.

SHT.

SP.

SPEC.

S.O.H.

S.S.

SQ.

ST.

SPKR.

S.N.R.

STL.

STA.

STD.

STRUC.

SUSP.

SUPV.

STOR.

SHT. MTL.

T.B.

T.C.

T.C.V.P.

TOIL.

SYM.

ST. D.

MACH

MAT'L.

LT. WT.

LT. STD.

MAS

MFR.

MIR.

MIN.

M.H.

MECH

MEMB

MET.

MAX.

MOS. T.

M.O.

MUL.

MTD.

M.L. & P.

MISC.

N.T.S.

NOM.

NO.

N.I.C.

NAT.

NOT TO SCALE

NOMINAL

NUMBER

NOT IN CONTRACT

NATURAL

NORTH

MIRROR

METAL LATH & PLASTER

MASONRY OPENING

MISCELLANEOUS

MOSAIC TILE

MOUNTED

MULLION

MACHINE

MATERIAL

MAXIMUM

MECHANICAL

MEMBRANE

METAL

MANUFACTURER

MINIMUM

MANHOLE

LIGHT WEIGHT

LIGHT STANDARD

MASONRY

TERR.

TEMP.

TERM.

THK.

THRES.

THERM.

T. & G.

T.O.B.

T.O.M.

T.O.C.

T.P.

TRANS.

T.P.D.

T.O.S.

THRU

T.J.

TYP.

T.O.W.

UNFIN

U.O.N.

UR.

UTIL.

VERT.

VEST.

V.C.T.

TREAT.

O.D.

OVHD.

OPP.

OPG.

OFF.

O.F.

O.C.

PC.

PERF.

PAV.

PASS.

P.A.

PORT.

PR.

PLY WD.

PLAT.

PLSTR.

PLAS.

P. LAM.

P.T.D./R.

P.T.R.

PTN.

PREFAB.

P.T.D.

PT.

P.T.

PROJ.

P.L.

PAPER TOWEL DISP. & RECEPT.

PARTITION

PAPER TOWEL RECEPTACLE

PAPER TOWEL DISPENSER

PREFABRICATED

PROJECTION, PROJECT

PAIR

PORTABLE

PLYWOOD

PLATFORM

PLASTER

PLASTIC

PERFORATED

PIECE

PROPERTY LINE

PAVING

PASSENGER

PUBLIC ADDRESS

OVERHEAD

OPPOSITE

OPENING

OFFICE

OUTSIDE FACE

OVERFLOW DRAIN

ON CENTER

PRESSURE TREATED

POINT OR PAINT

PLASTIC LAMINATE

OVER ALLO.A.

TEL.

VOLUME

WITH

WOOD

WEST

WATER CLOSET

VENEER PLASTER

WITHOUT

WEIGHT

WAINSCOT

WEATHERSTRIPPING

WHERE OCCURS

WATER HEATER

WINDOW

WATERPROOF/WEATHERPROOF

V.P.

VOL.

WD.

W.C.

W/O W.O.

W.H.

W.S.

WT.

W.P.

WSCT.

WDW.

REF.

REFR.

R.D.

Q.T.

R.H.M.S.

R.O.

RM.

R.H.W.S.

REV.

RESIL.

REQ.

REINF.

R.W.L.

RWD.

RAIN WATER LEADER

REDWOOD

ROUGH OPENING

ROOM

ROUND HEAD MACHINE SCREW

REVISE OR REQUIRED

RESILIENT

REQUIRED

REINFORCED

REFRIGERATOR

REFERENCE

ROOF DRAIN

RADIUS

QUARRY TILE

ROUND HEAD WOOD SCREW

PUBLICPUB.

VERTICAL GRAINV.G.

LOW POINT OR LIGHT PROOFL.P.

SEPARATION OR SEPARATESEP.

EA.

E.G.

EL.

E.J.

ELEC.

ELEV.

EIFS

CENTER LINE

PLATE

ANGLE

NUMBER OR POUND

PERPENDICULAR

E.P.

EQ.

EXIST.

E.W.C.

EMERG.

EQUIP.

ENTR.

ENCL.

F.B.

F.D.

F.A.

FDN.

EXP.

EXT.

F.E.

F.F.

FIN.

F.H.M.S.

F.H.C.

F.E.C.

FHWS

F.O.F.

F.O.G.B.

FLASH.

F.O.B.

FLAM.

F.O.C.

FLUOR.

FL.

A.D.

ACOUS.

A.B.

ADJ.

AGG.

A. DR.

ADD.

A.P.

ALUM.

ASST.

ASPH.

ASB.

ARCH.

APPROX.

BOARD

BEAM

BD.

BM.

BIT.

BLDG.

BLK'G.

BRKT.

BSMT.

B.P.C.

BOT.

CAB.

AUTO.

CABINET

BITUMINOUS

BUILDING

BLOCKING

BOTTOM

BY PREVIOUS CONTRACT

BRACKET

BASEMENT

ADJUSTABLE OR ADJACENT

APPROXIMATE

AUTOMATIC

ASSISTANT

ASPHALT

ASBESTOS

ARCHITECTURAL OR ARCHITECT

ARMOR PLATE

ALUMINUM

AGGREGATE

ACCESS DOOR

ADDITION

AREA DRAIN

ACOUSTICAL

ANCHOR BOLT

F.S.

FUT.

FT.

FURR.

FTG.

F.O.W.

GA.

GL.

G.I.

G.B.

G.C.

GEN.

GALV.

H.B.

GRND.

GLU

GRD.

GYP.

GWB

HD.

HDWD.

HORIZ.

HNDR.

H.M.

HGT.

H.C.

HDCP

GLB.

CEMENT

CEILING

CEM.

CER.

C.B.

C.C.

C.G.

CLG.

C.I.

CHK. BD.

COLUMN

CLEAR

CLOSET

CLR.

CMU

COL.

CLOS.

CONC.

CONST.

CONN.

COND.

CENTER

CTSK.

CONT.

CORR.

CTR.

C.J.

CNTR.

CORRUG.

DETAILDET.

D.F.

DBL.

CORRUGATED

DOUBLE

DRINKING FOUNTAIN

CONTROL JOINT

COUNTER

COUNTERSUNK

CATCH BASIN

CORRIDOR

CONTINUOUS

CONSTRUCTION

CONNECTION

CONDITION

CONCRETE

CONCRETE MASONRY UNIT

CHALK BOARD

CORNER GUARD

CAST IRON

CERAMIC

CENTER TO CENTER

F.O.S.

HR.

I.D.

INSUL.

INFO.

HDWR

JT.

KIT.

JAN.

INV.

INT.

K.O.

K.P.

DOOR

DOWN

DIA.

DISP.

DIM.

DP.

DR.

D.O.D.

DN.

D.S.P.

D.T.

DWG

DRW.

DRAWING

DIAMETER

DIMENSION

DISPENSER

DAMPPROOFING

DRAWER

DOWNSPOUT

DRY STAND PIPE

DRAPERY TRACK

DOOR OPENING DIMENSION

DOUGLAS FIRD. FIR

JOINT

KNOCK OUT

KICK PLATE

FOOD SERVICE

HARDWARE

JANITOR

INSIDE DIAMETER

INVERT

INTERIOR

INSULATION

INFORMATION

HOSE BIBB

HOUR

HOLLOW CORE

HEAD

HARDWOOD

HOLLOW METAL

HANDRAIL

HEIGHT

HORIZONTAL

FACE OF FINISH

GLASS OR (GLAZED)

GENERAL CONTRACTOR

FACE OF GYP. BASE

GAUGE

GLUE

GRADE

GLU-LAM BEAM

GALVANIZED IRON

GENERAL

GRAB BAR

GYPSUM

GROUND

GALVANIZED

FUTURE

FACE OF STUD

FACE OF WALL

FIREPROOF

FLOOR SINK

FURRING

FOOTING

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FLAT HEAD MACHINE SCREW

FACE OF CONCRETE

ELECTRIC WATER COOLER

FACE OF BRICK

FINISH FACE

FINISH

FLOOR

FLASHING

FLAMMABLE

FLAT BAR

FLOOR DRAIN

FIRE ALARM

FIRE EXTINGUISHER

FOUNDATION

EXTERIOR

EXPOSED

EXISTING

ELECTRICAL PANEL

EACH

EQUAL

ENTRANCE

ENCLOSURE

EMERGENCY

ELEVATOR

ELECTRICAL

ELEVATION

EXPANSION JOINT

EDGE GUARD

EQUIPMENT

EAST

FLAT HEAD WOOD SCREW

EXT. INSULATED FINISH SYSTEM

FLUORESCENT

FOOT OR FEET

GYPSUM WALL BOARD

HANDICAP

SHA

SHELTON VILLAGE

2540 LEE STREET SE

SALEM, OREGON

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

MECHANICAL/

PLUMBING/

ELECTRICAL/

LANDSCAPE

A0.0 TITLE SHEET

SALEM HOUSING AUTHORITY

DESIGN/BUILD

A1.1 EXISTING SITE PLAN

rrothweiler@accoac.com

ATTN: RICHARD ROTHWEILER, AIA

FAX 503-581-3655

PH. 503-581-4114

SALEM, OREGON 97302

1100 SE LIBERTY STE 200

A C + Co ARCHITECTSARCHITECT

A2.0 EXISTING FLOOR PLANS - BUILDING A AND B

A2.1 EXISTING FLOOR PLANS - BUILDING C

A3.0 EXTERIOR ELEVATIONS - BUILDING A AND B

A3.1 EXTERIOR ELEVATIONS - BUILDING C

A3.2 WALL SECTIONS

A8.0 DETAILS

A9.0 SCHEDULES

nutz@cityofsalem.net

ATTN: NICOLE UTZ

FAX 503-587-4800

PH. 503-588-6459

SALEM, OREGON 97301

360 CHURCH ST. SE

AutoCAD SHX Text

AERIAL VIEW

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ARCHITECTURAL

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SHEET INDEX

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VICINITY MAP

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ABBREVIATIONS

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DESIGN TEAM

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PROJECT SITE

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EXISTING SITE

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SHEET

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DRAWN

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REVISIONS

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JOB NO.

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DATE

AutoCAD SHX Text In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern.

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

AutoCAD SHX Text O

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SALEM, OREGON

AutoCAD SHX Text T

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RICHARD S. ROTHWEILER

AutoCAD SHX Text

A1.0

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

LEE STREET

SCALE:1

EXISTING SITE PLAN

1"=20'-0"

REFERENCE NOTES:

1 BUILDING TYPE A, REFER TO

2 BUILDING TYPE B, REFER TO

3 BUILDING TYPE C, REFER TO

4 EXISTING LANDSCAPE AREA TO REMAIN

5 EXISTING DRIVE/PARKING AREA TO REMAIN

A2.0

A2.1

AutoCAD SHX Text

SHEET

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DRAWN

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REVISIONS

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JOB NO.

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DATE

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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RICHARD S. ROTHWEILER

A2.0

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

DINING

A-103

LIVING

A-101

KITCHEN

A-102

STOR

A-104

STOR

A-104

STOR

A-104

STOR

A-104

DINING

A-103

LIVING

A-101

KITCHEN

A-102

DINING

A-103

LIVING

A-101

KITCHEN

A-102

DINING

A-103

LIVING

A-101

KITCHEN

A-102

ENTY

A-100

ENTY

A-100

ENTY

A-100

ENTY

A-100

BED 1

A-201

BED 2

A-202

BED 3

A-203

BED 1

A-201

BED 2

A-202

BED 3

A-203

BED 3

A-203

BED 3

A-203

BED 1

A-201

BED 2

A-202

BED 1

A-201

BED 2

A-202

SCALE:

BUILDING TYPE A - 1ST FLOOR

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

BUILDING TYPE A - 2ND FLOOR

2 1/8'=1'-0"

DINING

B-103

LIVING

B-101

KITCHEN

B-102

STOR

B-104

STOR

B-104

BED 3

B-105

LIVING

B-101KITCHEN

B-102

DINING

B-103

BED 3

B-105

ENTRY

B-100

ENTRY

B-100

STOR

B-104

STOR

B-104

LIVING

B-101

LIVING

B-101

DINING

B-103

KITCHEN

B-102

KITCHEN

B-102

DINING

B-103

ENTRY

B-100

ENTRY

B-100

BED 1

B-201

BED 2

B-202

BED 3

B-203

BED 3

B-203

BED 1

B-201

BED 2

B-202

BED 1

B-201

BED 2

B-202

BED 4

B-203

BED 1

B-201

BED 2

B-202

BED 4

B-203

SCALE:

BUILDING TYPE B - 1ST FLOOR

3 1/8'=1'-0" SCALE:

BUILDING TYPE B - 2ND FLOOR

4 1/8'=1'-0"

GENERAL NOTES:

GENERAL NOTES APPLY TO ALL DRAWINGS

DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND

FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE.

DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE

DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK.

PRIOR TO COMPLETE DEMOLITION OF WALLS, VERIFY STRUCTURAL SYSTEM

TO VERIFY LOAD BEARING COMPONENTS.

IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER

QUALITY AND LARGER QUANTITY OF THE WORK.

CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT

DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES

RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM

THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS.

FLOOR PLAN SYMBOL LEGEND:

EXISTING WINDOW TO BE REMOVED, REPLACE WITH NEW

WINDOW, ALL WORK TO BE FROM EXTERIOR WITH 4-SIDED

BACKDAM, TYPE AS NOTED, REFER TO SHEET A9.0

EXISTING WALL TO REMAIN, REFER TO ELEVATIONS FOR NEW

WORK AS OCCURS

3 EXISTING EXTERIOR DOOR, FRAME AND HARDWARE TO BE

REMOVED AND REPLACED WITH NEW DOOR, FRAME AND

HARDWARE, REFER TO DOOR SCHEDULE SHEET A9.0

NEW DOWNSPOUT

COL (E)

EXISTING COLUMN TO REMAIN, PREP FOR NEW PAINT

REFER TO SITE PLAN

FOR ORIENTATION

REFERENCE NOTES

2574UNITS

2582UNITS

2574UNITS

2582UNITS

UNITS UNITS

REFER TO SITE PLAN

FOR ORIENTATION

UNITS UNITS

43'-0"5'-0" 5"

5'-0" 2'-0" 1'-0"

3'-11" 5"

5'-0" 7'-6"

5'-0" 5"

5'-0"2'-0" 1'-0"

3'-11" 5"

5'-0"

43'-0"5'-0"

5" 5'-0" 2'-0"

1'-0" 3'-11"

5" 5'-0" 7'-6"

5'-0"

5" 5'-0"2'-0"

1'-0" 3'-11"

5" 5'-0"

'-0

3' -8

'-4

3' -6

-0

3' -6

'-4

3' -8

'-0

3' -8

'-4

3' -6

-0

3' -6

'-4

3' -8

R.O./FV R.O./FV R.O./FV R.O./FV

43'-0" 5"

5'-0" 7'-4" 5'-0" 7'-6" 5'-0" 7'-4" 5'-0" 5"

43'-0"

5" 5'-0" 7'-4" 5'-0" 7'-6" 5'-0" 7'-4" 5'-0"

'-0

'-9

-0

'-6

-0

'-0

'-9

-0

'-6

-0

R.O./FV R.O./FV R.O./FV R.O./FV

'-9

5'-0" 51'-6" 5'-0" 5"

5'-0" 2'-0"

1'-0"

3'-11"

5'-0" 5'-10" 5'-0" 5'-9" 5'-0" 1'-0"

3'-11"

1'-0" 10" 5'-0"

5'-0" 51'-6" 5'-0"

5'-0" 2'-0" 1'-0" 3'-11"

5" 5'-0" 5'-10" 5'-0" 5'-9" 5'-0"

1'-0" 3'-11"

1'-0"

10" 5'-0"

'-0

4' -0

'-0

3' -6

-0

3' -6

'-0

4' -0

'-0

3' -8

'-4

3' -6

-0

3' -6

'-0

4' -0

R.O./FV R.O./FV

R.O./FVR.O./FV

R.O./FV R.O./FV R.O./FV R.O./FV

R.O./FV

R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV

R.O./FV

51'-6" 5"

5'-0" 5'-0" 5'-6" 5'-0" 12'-1" 11'-2"

'-0

5" 5'

-0

5' -9

5' -0

'-1 0"

5' -0

5' -9

51'-6"

5" 7'-4" 5'-0" 5'-6" 5'-0" 12'-1" 11'-2"

'-0

'-9

-0

'-6

-0

'-9

5'-0"

5' -0

R.O./FV R.O./FV

7'-4"

R.O./FV

R.O./FV R.O./FV R.O./FV

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

DS DS

DSDS

DS DS

DSDS

COL

(E)

COL

(E)

COL

(E)

COL

(E)

A-

A-100

A-104

A-10

A-

A-100

A-

A-100

A-

A-100

A-

A-104

1 1 1 1

1 1

1 1 1

B-

B-100

B-104

B-

4B-104

B-

B-100

B-

B-100B-100

B-

EXISTING ROOF BELOW TO REMAIN

EXISTING GUTTER TO BE REMOVED, REFER TO ELEVATIONS FOR ADDITIONAL

INFORMATION

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SHEET

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DRAWN

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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RICHARD S. ROTHWEILER

DINING

C-103

LIVING

C-101

KITCHEN

C-102

STOR

C-104

STOR

C-104

BED 3

C-105

ENTRY

C-100

LIVING

C-101KITCHEN

C-102

DINING

C-103

BED 3

C-105

ENTRY

C-100

STOR

C-104

STOR

C-104

LIVING

C-101

LIVING

C-101

ENTRY

C-100

ENTRY

C-100

DINING

C-103

KITCHEN

C-102

KITCHEN

C-102

DINING

C-103

BED 3

C-105

BED 3

C-105

BED 1

C-201

BED 2

C-202

BED 4

C-203

BED 1

C-201

BED 2

C-202

BED 4

C-203

BED 1

C-201

BED 1

C-201

BED 2

C-202

BED 2

C-202

BED 5

C-204

BED 4

C-203

BED 4

C-203

BED 5

C-204

SCALE:

BUILDING TYPE C - 1ST FLOOR

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

BUILDING TYPE C - 2ND FLOOR

2 1/8'=1'-0"

2562UNITS

MLH

A2.1

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

GENERAL NOTES:

GENERAL NOTES APPLY TO ALL DRAWINGS

DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND

FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE.

DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE

DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK.

PRIOR TO COMPLETE DEMOLITION OF WALLS, VERIFY STRUCTURAL SYSTEM

TO VERIFY LOAD BEARING COMPONENTS.

IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER

QUALITY AND LARGER QUANTITY OF THE WORK.

CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT

DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES

RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM

THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS.

FLOOR PLAN SYMBOL LEGEND:

EXISTING WINDOW TO BE REMOVED, REPLACE WITH NEW

WINDOW, ALL WORK TO BE FROM EXTERIOR WITH 4-SIDED

BACKDAM, TYPE AS NOTED, REFER TO SHEET A9.0

EXISTING WALL TO REMAIN, REFER TO ELEVATIONS FOR NEW

WORK AS OCCURS

3 EXISTING EXTERIOR DOOR, FRAME AND HARDWARE TO BE

REMOVED AND REPLACED WITH NEW DOOR, FRAME AND

HARDWARE, REFER TO DOOR SCHEDULE SHEET A9.0

NEW DOWNSPOUT

COL (E)

EXISTING COLUMN TO REMAIN, PREP FOR NEW PAINT

REFERENCE NOTES

5'-0" 60'-0" 5'-0" 5"

5'-0" 5'-9" 1'-0"

5'-0" 5'-9" 5'-0" 4'-2" 5'-0" 5'-9" 5'-0" 1'-0"

4'-11" 5'-0" 1'-3"

5'-0" 60'-0" 5'-0"

5" 5'-0" 5'-9"

1'-0" 5'-0" 5'-9" 5'-0" 4'-2" 5'-0" 5'-9" 5'-0"

1'-0" 4'-11" 5'-0"

1'-3"

'-0

4' -0

'-0

3' -6

-0

3' -6

'-0

4' -0

'-0

4' -0

'-0

3' -6

-0

3' -6

'-0

4' -0

60'-0"

11'-2" 12'-1" 5'-0" 3'-6" 5'-0" 5'-3" 5'-0" 7'-7" 5'-0" 5"

60'-0"

11'-2" 12'-1" 5'-0" 3'-6" 5'-0" 5'-3" 5'-0" 7'-7" 5'-0" 5"

'-0

-0

3' -0

-0

'-0

5" 5'

-0

5' -9

5' -0

'-1 0"

5' -0

5' -9

-0

R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV

R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV R.O./FV

R.O./FV R.O./FV R.O./FV R.O./FV

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

R .O

./F V

DS DS

COL

(E)

COL

(E)

COL

(E)

COL

(E)

1 1 1

1 1 1 1

C-104

C-

C -1

C-104

C-10 4C-100

C -1

C-100

EXISTING ROOF BELOW TO REMAIN

EXISTING GUTTER TO BE REMOVED, REFER TO ELEVATIONS FOR ADDITIONAL

INFORMATION

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AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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RICHARD S. ROTHWEILER

A3.0

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

SCALE:

BUILDING TYPE A (4-BUILDINGS) - ELEVATIONS

1 1/8'=1'-0" REFER TO SITE PLAN

FOR ORIENTATION

UNITS UNITS

SCALE:

BUILDING TYPE B (2-BUILDINGS) - ELEVATIONS

2 1/8'=1'-0"

2574UNITS

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

REFERENCE NOTES: (AS SHOWN IN ELEVATIONS)

EXISTING EXTERIOR ELEVATION NOTES: (NOT SHOWN)

1. EXISTING FASCIA TO REMAIN. PROVIDE IN BID 20% ALLOWANCE FOR DRY-ROT

REMOVAL AND REPLACEMENT.

2. EXISTING GUTTER AND DOWNSPOUTS TO BE REMOVED

3. EXISTING CORNER TRIMS TO BE REMOVED

4. EXISTING DOOR, FRAME, HARDWARE AND TRIM AS OCCURS TO BE REMOVED

5. EXISTING WINDOW SYSTEM TO BE REMOVED

6. EXISTING ROOF TO REMAIN

7. EXISTING VENT TO REMAIN

8. EXISTING SOFFIT BOARD TO REMAIN WITH EXCEPTION FOR TRIMS THAT TURN

UP VERTICALLY

9. EXISTING EXTERIOR SIDING AND WEATHER BARRIER TO BE REMOVED

10. EXISTING SECOND FLOOR PLYWOOD SHEATHING TO REMAIN. PROVIDE IN BID

20% ALLOWANCE FOR DRY-ROT REMOVE AND REPLACEMENT

11. EXISTING 4x12 WOOD BEAM TO REMAIN

12. EXISTING WOOD COLUMN TO REMAIN

7 EXISTING ROOF TO REMAIN

8 EXISTING VENT TO REMAIN, PAINT

2 NEW DOWNSPOUT, TIE INTO EXISTING STORM DRAINAGE SYSTEM

3 NEW CONTINUOUS K-STYLE GUTTER WITH GUTTER PROTECTION

14 EXISTING EXPOSED WOOD BEAM TO REMAIN, PAINT

15 EXISTING WOOD COLUMN TO REMAIN, PAINT

6 NEW WINDOW SYSTEM, 5'-0" x 4'-0" TYP, 5'-0" x 5'-0" AT LIVING ROOM

5 NEW 3'-0" x 6'-8" DOOR, FRAME AND HARDWARE, REFER TO DOOR SCHEDULE, PAINT

9 EXISTING SOFFIT BOARD TO REMAIN, PAINT

10 NEW WEATHER BARRIER UNDER NEW SIDING

4 NEW 1x4 CEMENTITIOUS CORNER TRIM, PAINT

EXISTING FASCIA TO REMAIN, PROVIDE IN BID 20% ALLOWANCE FOR DRY-ROT

REMOVE AND REPLACEMENT, PAINT

11 EXISTING GYPSUM SHEATHING TO REMAIN, PROVIDE NEW 1/2" PLYWOOD

SHEATHING TO MATCH PLANE OF SECOND FLOOR,

PROVIDE NEW CEMENTITIOUS LAP SIDING, PAINT

12 NEW CEMENTITIOUS BOARD AND BATTEN SIDING, PAINT

13 NEW 5/4x12 HORIZONTAL CEMENTITIOUS TRIM BOARD, PAINT

16 NEW 1x4 CEMENTITIOUS TRIM SURROUND, PAINT

A8.0

2 DS

10 12

10 11

14 14

16 16

2DS

10 12

7 1 3

10 11

15 151542 DS

1011 1415 46

13 13 1414

10 12

7 1 3

2 DS

1011 15 46

13 13 1414

2 DS

10 12

10 11

14 14

16 16

2DS

2 DS

10 12

10 11

14 14

16 16

2DS

2 DS

10 12

10 11

14 14

16 16

2DS

16 5

1011 15 46

7 1 3

10 12

10 11154 6

10 11 10 11 10 11

1011 1011 1011

4DS2

713 7

151011 1011

10 12

7 1

10 11154 6

14713

16 5

4 DS 2

15 10 1110 11 9

10 1110 11

A8.0

10 1110 11

A8.0

10 1110 11

A8.0

10 11

A8.0

A8.0 10 118

A8.0

REFER TO SITE PLAN

FOR ORIENTATION

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AutoCAD SHX Text

COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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RICHARD S. ROTHWEILER

A3.1

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

SCALE:

BUILDING TYPE C - ELEVATIONS

1 1/8'=1'-0"

2562UNITS

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

REFERENCE NOTES: (AS SHOWN IN ELEVATIONS)

EXISTING EXTERIOR ELEVATION NOTES: (NOT SHOWN)

1. EXISTING FASCIA TO REMAIN. PROVIDE IN BID 20% ALLOWANCE FOR DRY-ROT

REMOVAL AND REPLACEMENT.

2. EXISTING GUTTER AND DOWNSPOUTS TO BE REMOVED

3. EXISTING CORNER TRIMS TO BE REMOVED

4. EXISTING DOOR, FRAME, HARDWARE AND TRIM AS OCCURS TO BE REMOVED

5. EXISTING WINDOW SYSTEM TO BE REMOVED

6. EXISTING ROOF TO REMAIN

7. EXISTING VENT TO REMAIN

8. EXISTING SOFFIT BOARD TO REMAIN WITH EXCEPTION FOR TRIMS THAT TURN

UP VERTICALLY

9. EXISTING EXTERIOR SIDING AND WEATHER BARRIER TO BE REMOVED

10. EXISTING SECOND FLOOR PLYWOOD SHEATHING TO REMAIN. PROVIDE IN BID

20% ALLOWANCE FOR DRY-ROT REMOVE AND REPLACEMENT

11. EXISTING 4x12 WOOD BEAM TO REMAIN

12. EXISTING WOOD COLUMN TO REMAIN

7 EXISTING ROOF TO REMAIN

8 EXISTING VENT TO REMAIN, PAINT

2 NEW DOWNSPOUT, TIE INTO EXISTING STORM DRAINAGE SYSTEM

3 NEW CONTINUOUS K-STYLE GUTTER WITH GUTTER PROTECTION

14 EXISTING EXPOSED WOOD BEAM TO REMAIN, PAINT

15 EXISTING WOOD COLUMN TO REMAIN, PAINT

6 NEW WINDOW SYSTEM, 5'-0" x 4'-0" TYP, 5'-0" x 5'-0" AT LIVING ROOM

5 NEW 3'-0" x 6'-8" DOOR, FRAME AND HARDWARE, REFER TO DOOR SCHEDULE, PAINT

9 EXISTING SOFFIT BOARD TO REMAIN, PAINT

10 NEW WEATHER BARRIER UNDER NEW SIDING

4 NEW 1x4 CEMENTITIOUS CORNER TRIM, PAINT

EXISTING FASCIA TO REMAIN, PROVIDE IN BID 20% ALLOWANCE FOR DRY-ROT

REMOVE AND REPLACEMENT, PAINT

11 EXISTING GYPSUM SHEATHING TO REMAIN, PROVIDE NEW 1/2" PLYWOOD

SHEATHING TO MATCH PLANE OF SECOND FLOOR,

PROVIDE NEW CEMENTITIOUS LAP SIDING, PAINT

12 NEW CEMENTITIOUS BOARD AND BATTEN SIDING, PAINT

13 NEW 5/4x12 HORIZONTAL CEMENTITIOUS TRIM BOARD, PAINT

16 NEW 1x4 CEMENTITIOUS TRIM SURROUND, PAINT

A8.0

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10 12

10 11

14 14

16 16

2DS

1515 1011 1011

10 12

7 1 3

10 11154

10 12

17 5

4 DS 2

15 10 11 9

10 11

17 5

1011 15 4

7 13

10 12

4DS2

13 7

1510119

1ST FLOOR

0'-0"

2ND FLOOR

8'-8"

T.O.P.

16'-8"

2 DS

10 12

10 11

14 14

17 17

2DS

A8.0

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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RICHARD S. ROTHWEILER

TOC

A3.2

SCALE:1

WALL SECTION

3/4" = 1'-0" SCALE:2

WALL SECTION AT WINDOWS

3/4" = 1'-0"

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

EXISTING SECOND FLOOR SYSTEM:

· 1 5 8" HOMASOTE FLOOR SHEATHING TO

REMAIN

· 2x10 JOISTS AT 16" OC TO REMAIN

· 3 12" FIBERGLASS BATT INSULATION TO

REMAIN

· 5

8" TYPE 'X' GYPSUM WALLBOARD

OVER RESILIENT CLIPS TO REMAIN

SECOND FLOOR

8'-8"

FIRST FLOOR

0'-0"

T.O. WALL

16'-8"

EXISTING CONCRETE FLOOR SLAB AND

2'-0" RIGID INSULATION TO REMAIN

NEW DOWNSPOUT

EXISTING CONCRETE FOOTING TO REMAIN

SECOND FLOOR

8'-8"

FIRST FLOOR

0'-0"

T.O. WALL

16'-8"

SCALE:3

WALL SECTION AT RAKE END

3/4" = 1'-0" SCALE:4

WALL SECTION AT WINDOWS AT RAKE END

3/4" = 1'-0"

SECOND FLOOR

8'-8"

FIRST FLOOR

0'-0"

SECOND FLOOR

8'-8"

FIRST FLOOR

0'-0"

NEW CONTINUOUS METAL DRIP FLASHING

EXISTING CONCRETE FLOOR SLAB AND

2'-0" RIGID INSULATION TO REMAIN

NEW DOWNSPOUT

EXISTING CONCRETE FOOTING TO REMAIN

NEW CONTINUOUS METAL DRIP FLASHING

NEW WALL SYSTEM

NEW CONTINUOUS METAL DRIP FLASHING

A3.2 NEW WALL SYSTEM

EXISTING ROOF SYSTEM

EXISTING STRUCTURAL HEADER TO

REMAIN

NEW VINYL NAIL-FIN WINDOW

T.O. WALL

16'-8"

EXISTING CONCRETE FLOOR SLAB AND

2'-0" RIGID INSULATION TO REMAIN

EXISTING CONCRETE FOOTING TO REMAIN

NEW WALL SYSTEM

EXISTING SECOND FLOOR SYSTEM

NEW WALL SYSTEM

EXISTING CONCRETE FLOOR SLAB AND

2'-0" RIGID INSULATION TO REMAIN

EXISTING CONCRETE FOOTING TO REMAIN

NEW WALL SYSTEM

EXISTING SECOND FLOOR SYSTEM EXISTING SECOND FLOOR SYSTEM

NEW VINYL NAIL-FIN WINDOW

EXISTING STRUCTURAL HEADER TO

REMAIN

NEW WALL SYSTEM:

· NEW CEMENTITIOUS SIDING AND TRIM, REFER

TO ELEVATIONS

· NEW 3 8" FURRING MOUNTED VERTICALLY AT

24" OC

· NEW INFILTRATION BARRIER

· EXISTING PLYWOOD SIDING TO REMAIN;

REFER TO ELEVATION NOTES FOR SIDING

REPLACEMENT WHERE REQUIRED

· EXISTING GYPSUM WALLBOARD OR OTHER

EXTERIOR SHEATHING TO REMAIN; REFER TO

ELEVATION NOTES FOR SHEATHING

REPLACEMENT WHERE REQUIRED

· EXISTING 2x4 WOOD STUDS AT 16" OC WITH

LET-IN BRACING TO REMAIN

· EXISTING 2" FIBERGLASS BATT INSULATION

WITH FOIL FACE TO REMAIN

· EXISTING 5 8" TYPE 'X' INTERIOR GYPSUM

WALLBOARD TO REMAIN

A3.2

T.O. WALL

16'-8"

A3.2

A8.0TYP

A3.2EXISTING ROOF SYSTEM TO REMAIN:

· EXISTING ASPHALT SHINGLE ROOFING

· EXISTING 30 LB FELT UNDERLAYMENT

· EXISTING 5 8" PLYWOOD SHEATHING

· EXISTING PRE-MANUFACTURED TRUSSES TO

REMAIN

· EXISTING FIBERGLASS BATT INSULATION TO

REMAIN

· EXISTING BLOWN-IN INSULATION TO REMAIN

· EXISTING 5 8" TYPE 'X' GYPSUM WALLBOARD

CEILING TO REMAIN

EXISTING ROOF SYSTEM EXISTING ROOF SYSTEM

EXISTING FASCIA AND SUB-FASCIA TO

REMAIN, REFER TO ELEVATION NOTES

FOR REPLACEMENT WHERE OCCURS

NEW GUTTER AND DOWNSPOUT

A9.0

A8.0

NEW CONTINUOUS METAL DRIP FLASHING

NEW 5/4x10 TRIM BOARD

EXISTING FASCIA AND SUB-FASCIA TO

REMAIN, REFER TO ELEVATION NOTES

FOR REPLACEMENT WHERE OCCURS

NEW GUTTER AND DOWNSPOUT

A9.0

NEW WINDOW TRIM AND FLASHING

SIM

NEW SILL PAN FLASHING WITH END

DAMS

A8.0

NEW 5/4x10 TRIM BOARD

EXISTING STRUCTURAL HEADER TO REMAIN

NEW WINDOW TRIM AND FLASHING

NEW SILL PAN FLASHING WITH END

DAMS

A8.0

NEW RAKE FLASHING AND TRIM SYSTEM

A8.0

NEW CONTINUOUS METAL DRIP FLASHING

NEW 5/4x10 TRIM BOARD

NEW CONTINUOUS METAL DRIP FLASHING NEW CONTINUOUS METAL DRIP FLASHING

A8.0

NEW CONTINUOUS METAL DRIP FLASHING

NEW 5/4x10 TRIM BOARD

NEW SILL PAN FLASHING WITH END

DAMS

NEW WINDOW TRIM AND FLASHING

A8.0

NEW RAKE FLASHING AND TRIM SYSTEM

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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RICHARD S. ROTHWEILER

CJA

A8.0

SCALE:1 DOOR TYPES

1/4" = 1'-0" 2234-A80-01

6' -8

FIBERGLASS

(FG)

3'-0"

6' -8

WOOD

PER DOOR

SCHEDULE

5'-0"

4' -0

" 8 A8.0

A8.0

1 VINYL 2 VINYL 3

5'-0"

5' -0

SCALE:3 WINDOW TYPES

1/4" = 1'-0" 2234-A80-03

1'-0"

6' -0

3' -0

A8.0

VINYL

A8.0

2' -0

1' -0

NOTE: ALL EXTERIOR GLAZING TO BE INSULATED, TEMPERED

A8.0

SCALE:2 DOOR FRAMES

1/4" = 1'-0" 2234-A80-02

WOOD1

6' -8

6' -1

PER DOOR

SCHEDULE

PER DOOR

SCHEDULE

HOLLOW

METAL2

6' -8

6' -1

2" 3'-0"

2" 3'-4"

NEW 3 4"x 5" MDF STOOL

SCALE:

VINYL WINDOW SILL

11 3" = 1'-0" 2234-A80-11

NEW VINYL WINDOW SILL / TRACK

NEW WOOD BLOCKING AS REQUIRED

NEW SEALANT AND BACKER ROD

NEW 3 4"x21

2" CEMENTITIOUS TRIM

NEW INFILTRATION BARRIER; REFER TO

NEW FOIL-FACED SELF-ADHERING FLASHING,

EXTEND 6" OVER INFILTRATION BARRIER; AND

6" UP JAMB; REFER TO DETAIL

EXISTING WALL SYSTEM PER DETAIL

NEW SEALANT, CONT

NEW 3 8" FURRING AT 24" OC

NEW CEMENTITIOUS LAP SIDING (BOARD AND

BATTEN SIDING INSTALLATION SIMILAR)

NEW 3 4" x 3 32" CAPILLARY BREAK / DRAIN

PATH, CONTINUOUS

NEW SEALANT, CONT

NEW 5 8" AIR SEAL, CONT

NEW 0.051" ALUM SILL PAN, CONT WITH END

DAMS; REFER TO DETAIL

NEW 3 4" x 2 12"

WOOD TRIM

NEW 3 4"x 2 12" WOOD

BLKG 11

4"11

(FV)

A8.0

SCALE:

VINYL WINDOW HEAD

4 3" = 1'-0" 2234-A80-04

NEW INFILTRATION BARRIER, LAP

OVER FLASHING

EXISTING WALL SYSTEM:

· 5

8" GYPSUM WALLBOARD

· 2x4 STUDS AT 16" OC

· 5

8" GYPSUM SHEATHING

· 1

2" PLYWOOD (ORIG) SIDING

(WHERE OCCURS)

NEW ALUM FLASHING, CONT, LAP

OVER TRIM

1 4"

NEW WOOD WINDOW

CASING AND TRIM

NEW VINYL WINDOW HEAD

NEW SEALANT

AND BACKER ROD

NEW 3 4" x 21

2" CEMENTITIOUS TRIM;

ANCHOR TO FURRING PER MFG

REQUIREMENTS

NEW FOIL-FACED SELF-ADHERING

FLASHING; REFER TO DETAIL

NEW 3 8" FURRING AT 24" OC AND EDGES;

ANCHOR TO EXISTING STUDS

NEW CEMENTITIOUS SIDING (LAP SIDING SHOWN,

BOARD AND BATTEN SIDING CONST SIMILAR)

EXISTING WOOD HEADER

NEW ALUM INSECT SCREEN,

CONT AT BASE OF FURRING

4"HEM

NEW ALUM FLASHING, CONT

4"HEM

1 2"

SCALE:

VINYL WINDOW JAMB

8 3" = 1'-0" 2234-A80-08

NEW INFILTRATION BARRIER, LAP

OVER WINDOW FLASHING AND WINDOW FIN

EXISTING WALL SYSTEM:

· 5

8" GYPSUM WALLBOARD

· 2x4 STUDS AT 16" OC

· 5

8" GYPSUM SHEATHING

· 1

2" PLYWOOD (ORIG) SIDING

(WHERE OCCURS)

NEW WOOD WINDOW CASING AND TRIM

NEW VINYL WINDOW JAMB

NEW SEALANT AND BACKER ROD,

CONTINUOUS, EACH SIDE

NEW 3 4" x 21

2" CEMENTITIOUS TRIM

NEW FOIL-FACED SELF-ADHERING

FLASHING PER DETAIL

NEW 3 8" WOOD FURRING AT 24" OC AND

EDGES; ANCHOR TO EXISTING STUDS

NEW CEMENTITIOUS SIDING

NEW SEALANT, CONTINUOUS

AIR SPACE BETWEEN FURRING STRIPS

1 2"

A8.0

SCALE:

BOTTOM OF WALL

10 3" = 1'-0" 2234-A80-10

EXISTING WALL SYSTEM PER

EXISTING CONCRETE

FOOTING TO REMAIN

FINISH FLOOR

NEW INFILTRATION BARRIER CONT OVER

EXIST SIDING; LAP OVER BOT FLASHING

NEW ALUM INSECT SCREEN, CONT AT

BASE OF FURRING

1" VI

1 4"

NEW CEMENTITIOUS BLOCKING,

CONTINUOUS

NEW 3 8 " FURRING AT 24" OC; ANCHOR

TO EXISTING STUDS

FINISH GRADE

11 4" M

EXISTING CONC

SLAB TO REMAIN

1 2"

NEW ALUM BOTTOM

FLASHING,

CONTINUOUS AT

BASE OF SIDING

NEW 3" WIDE POLY-FACED

SELF-ADHERING FLASHING, CONT

NEW 516" CEMENTITIOUS SIDING CONT

NEW PRE-PRIMED FINGER JOINTER COMBO

FRAME, PRE-HUNG WITH DOOR PER

SCHEDULE

NEW DOOR, SEE SCHEDULE

SCALE:

DOOR HEAD (JAMB SIM)

5 3" = 1'-0" 2234-A80-05

1 2"

16"113

16"

1 4"

NEW 9" SELF-ADHERING FLASHING

NEW INFILTRATION BARRIER; LAP OVER

FLASHING

NEW CEMENTITIOUS LAP SIDING (BOARD

AND BATTEN SIDING INSTALLATION SIMILAR)

EXISTING WALL SYSTEM PER DETAIL

NEW 1" x 21

2" CEMENTITIOUS TRIM

NEW SEALANT, CONTINUOUS

NEW ALUM FLASHING,

CONT; LAP OVER TRIM

NEW 3 8 " FURRING AT 24" OC;

ANCHOR TO EXISTING STUDS

NEW 12" x 21

2" PT WOOD BLOCKING

NEW ALUM INSECT SCREEN, CONT AT BASE

OF FURRING

HEM

NEW 9" SELF-ADHERING FLASHING

NEW INFILTRATION BARRIER; LAP OVER

FLASHING

SCALE:

EXTERIOR DOOR HEAD

9 3" = 1'-0" 2234-A80-09

NEW CEMENTITIOUS LAP SIDING (BOARD

AND BATTEN SIDING INSTALLATION SIMILAR)

EXISTING WALL SYSTEM PER DETAIL

1 4"

EXISTING HM DOOR HEAD OR NEW HM

DOOR HEAD AS REQUIRED

NEW 1" x 21

2" CEMENTITIOUS TRIM

NEW SEALANT, CONTINUOUS

NEW DOOR PER SCHEDULE

NEW ALUM FLASHING,

CONT; LAP OVER TRIM

NEW 3 8 " PT FURRING AT 24" OC;

ANCHOR TO EXISTING STUDS

NEW 12" x 21

2" PT WOOD BLOCKING

NEW ALUM INSECT SCREEN, CONT AT BASE

OF FURRING

4"HEM

SCALE:

EXTERIOR DOOR JAMB12 3" = 1'-0" 2234-A80-12

NEW WEATHER-RESISTANT BARRIER

NEW 3 4" x 21

2" CEMENTITIOUS TRIM

NEW CEMENTITIOUS SIDING

EXISTING WALL SYSTEM PER

NEW 3 4" x 31

2" CEMENTITIOUS TRIM;

LAP AT CORNER

NEW SEALANT, CONTINUOUS, TYP

D O

O R

N G

NEW 1" x 21

2" CEMENTITIOUS TRIM AT JAMB

NEW SEALANT, CONTINUOUS, TYPICALNEW WOOD DOOR

PER SCHEDULE

NEW WEATHER-RESISTANT BARRIER

NEW SEALANT, CONTINUOUS, TYPICAL

NEW CEMENTITIOUS SIDING

NEW 1x2 CEMENTITIOUS CORNER TRIM

NEW HM DOOR JAMB AS REQUIRED

NEW 12" x 21

2" PT WOOD BLOCKING AS

REQUIRED, CONTINUOUS

NEW 3 8" FURRING AT 24" OC;

ANCHOR TO EXISTING STUDS

NEW 3 8" FURRING AT 24" OC; ANCHOR TO

EXISTING STUDS

SCALE:

CEMENTITIOUS TRIM AT 2nd FLOOR 6 3" = 1'-0" 2234-A80-06

NEW INFILTRATION BARRIER, LAP

OVER FLASHING

EXISTING WALL SYSTEM:

· 5

8" GYPSUM WALLBOARD

· 2x4 STUDS AT 16" OC

· 5

8" GYPSUM SHEATHING

· 1

2" PLYWOOD (ORIG) SIDING

(WHERE OCCURS)

NEW ALUM FLASHING, CONT, LAP

OVER TRIM

1 4"

NEW 5 4 x 10 CEMENTITIOUS TRIM

NEW CEMENTITIOUS SIDING

NEW ALUM INSECT SCREEN, CONT AT

BASE OF FURRING

NEW 3 8" FURRING AT 24" OC; ANCHOR TO

EXISTING STUDS

1 4" 1 2"

2nd FLOOR ELEV

8'-8"

NEW 516" CEMENTITIOUS PANEL

NEW 1x3 CEMENTITIOUS BATTENS

NEW SEALANT, CONT

NEW INFILTRATION BARRIER; EXTEND TO 6"

ABOVE 2nd FLOOR ELEV

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

SCALE:7

TYPICAL EXT. WINDOW/DOOR FLASHING SYSTEM

N.T.S. 2234-A80-07

TYPICAL WINDOW/DOOR FLASHING

NOTES:

A: WINDOW OPENING SHOWN. DOORS

ARE SIMILAR WITH NO SILL

APPLICATION. REFER TO ASSOCIATED

DETAILS. REFER TO SPECIFICATIONS.

B. REFER TO FLEXIBLE MEMBRANE

MANUFACTURER'S PRODUCT

LITERATURE AND SPECIFICATIONS

FOR ANY PRE-PRIMING

REQUIREMENTS PRIOR TO

MEMBRANE INSTALLATION. PROTECT

WINDOW FRAME AND GLASS FROM

OVER-SPRAY IF USING ADHESIVE

SPRAY PRIMER.

C. THE FOLLOWING NOTES OCCUR IN

CORRESPONDING NUMBER

INSTALLATION SEQUENCE.

SEQUENCE OF INSTALLATION:

1. 12" HIGH STRIP OF INFILTRATION

BARRIER. EXTEND 10" BEYOND JAMB

(FASTEN TOP EDGE ONLY UNTIL ITEM

12 HAS BEEN INSTALLED).

2. FLEXIBLE MEMBRANE FLASHING

STRIP COVERING SILL AND EXTENDING

UP JAMB 6". LAP 6" MIN. OVER

INFILTRATION BARRIER.

3. INSTALL METAL SILL PAN WITH END

DAMS AT SILL, SET IN MASTIC.

4. FLEXIBLE MEMBRANE JAMB STRIP

FLASHING TO 6" ABOVE HEAD. LAP

COMPLETELY OVER SILL (2 AND 3).

WRAP INTO JAMB THE DEPTH OF THE

WINDOW UNIT ONLY. EXTERIOR FACE

TO BE MIN. 6" WIDE.

5. NOT USED

6. INSTALL SPACER WASHERS OVER

SILL PAN (3).

7. APPLY CONTINUOUS SEALANT BEAD

TO BACKSIDE OF WINDOW HEAD AND

SIDE NAILING FLANGES. INSTALL

WINDOW UNIT (7). BOTTOM FLANGE

RESTS AGAINST WASHERS (6) AND IS

NOT SEALED TO WALL.

8. APPLY SEALANT TO ALL FOUR

CORNERS OF WINDOW UNIT. BEAD TO

EXTEND 1" ALONG BOTH LEGS OF

EACH CORNER.

9. 6" HIGH METAL DRIP CAP FLASHING

OVER WINDOW HEAD. SET IN

CONTINUOUS BEAD OF SEALANT.

10. 9" WIDE FLEXIBLE MEMBRANE JAMB

FLASHING OVER WINDOW NAILING

FLANGES. EXTEND TO 6" ABOVE

FRAME HEAD AND 7" BELOW FRAME

SILL.

11. 9" HIGH FLEXIBLE MEMBRANE

FLASHING OVER WINDOW HEAD

NAILING FLANGE AND DRIP CAP

FLASHING. EXTEND 12" BEYOND

WINDOW JAMBS.

12. INFILTRATION BARRIER INSTALLED

UNDER BUILDING PAPER SILL STRIP

COURSE (1) AND JAMB FLASHING (4

AND 10).

13. INFILTRATION BARRIER, INSTALL

EACH COURSE OVERLAPPING PRIOR

COURSE SHINGLE FASHION. HOLD 1"

AWAY FROM SIDES OF WINDOW

FRAME.

14. SEAL SIDE EDGES OF INFILTRATION

BARRIER WITH SEALANT OR FLEXIBLE

MEMBRANE FLASHING.

BEFORE WINDOW

INSTALLATION

AFTER WINDOW INSTALLATION AFTER

INFILTRATION BARRIER

INSTALLATION

SCALE:16

ROOF TO WALL FLASHING

1 1/2" = 1'-0" 2234-A80-16

EXISTING ASPHALT SHINGLES OVER 30 LB

FELT UNDERLAYMENT

NEW PRE-FINISHED METAL STEP FLASHING

EXISTING OR EXISTING PLYWOOD

SHEATHING

4" 2"

EXTEND BUILDING PAPER UP WALL 8" MIN

NEW 12" SELF-ADHERING FLASHING (SAF). LAP

OVER STEP FLASHING TO 2" ABOVE ROOF DECK

NEW INFILTRATION BARRIER. LAP OVER

SAF 6" MIN

SCALE:14

RAKE END FLASHING

1 1/2" = 1'-0" 2234-A80-14

EXISTING 2x FASCIA, REMOVE AND

RE-INSTALL AS SHOWN; REFER TO

ELEVATION NOTES FOR FASCIA

REPLACEMENT, IF REQUIRED; CAP LOWER

ENDS WITH CEMENTITIOUS FILLER AND/OR

TRIM AS REQUIRED FOR CLEAN-LINE FIT AT

INTERSECTION WITH OVERHANG FASCIA

6" 4"

EXISTING ASPHALT

SHINGLES

EXISTING ROOF SHEATHING

EXISTING ALUM DRIP

FLASHING, CONT

NEW 2x4 PT WOOD

BLOCKING, CONT

NEW 116" MESH ALUM BUG

SCREEN, CONT; STAPLE THRU

WRB TO EXISTING PLYWOOD

SHEATHING; WRAP OVER

FURRING AND STAPLE TO

2" BLOCKING

NEW WEATHER-RESISTANT

BARRIER. EXTEND TO EXIST

ROOF SHEATHING

1 2"

EXISITNG 30 LB FELT

UNDERLAYMENT

EXISTING SELF-ADHERING

FLASHING 12" WIDE

EXISTING SELF-ADHERING FLASHING

30" WIDE AT ROOF SURFACE.

NEW 12" x 11

2" PT WOOD

BLOCKING, CONT ALONG

SLOPE OF RAKE END

HEM

EXISTING WOOD

FRAMING

1"HEM

NEW ALUM DRIP FLASHING, CONT

ALONG FASCIA

TRIM TOP EDGE OF SIDING TIGHT TO

BLOCKING; APPLY SEALANT BEAD TO

JOINT, CONT

SCALE:

LINE OF DOOR FRAME BEYOND

NEW DOOR AS SCHEDULED

NEW THRESHOLD (SET IN MASTIC)

EXISTING 12" EXPANSION JOINT MATERIAL

WITH CONTINUOUS SELF LEVELING

SEALANT AT TOP

SCALE:SCALE:13

THRESHOLD

3"=1'-0" 2234-A80-13

NEW WRB-LAP OVER FLASHING

EXISTING PLYWOOD SHEATHING

WHERE REQ. TYP.

EXTERIOR CLADDING PER

ELEVATION TYP.

NEW COUNTER FLASHING OVER

BLOCKING-LAP 4" UP WALL AND

3" DOWN FLASHING

NEW FLASHING-LAP 5" UP WALL

AND 12" DOWN ROOF

EXISTING 5/8" TYPE 'X' GYP. TYP.

EXISTING PLYWOOD ROOF

SHEATHING PER PLAN

EXISTING UNDERLAYMENT PER

PLAN -LAP UP SIDEWALL 12" MIN.

EXISTING ROOFING

NEW 1x BLKG AT 24" O.C.

MAINTAIN 3/4" AIRSPACE

BETWEEN FLASHING AND

SHEATHING AND FLASHING AND

FLASHING

3 1/4" O.D. HOLE WITH

BUG SCREEN AT EA.

STRUCT. BAY TYP.

(8 SQ. IN. NFVA)

1" MIN. TYP. VENT

SPACE BTWN. TOP OF

INSUL. AND BTM. OF ROOF

SHEATHING. 1 1/2" WHERE

NOTED.

SCALE:15

ROOF TO WALL

3/4"=1'-0" 2234-A80-15

EXISTING SHEATHING PER PLAN

NEW WEATHER RESISTANT

BARRIER CONTINUOUS AT

CORNERS WITH NO BREAK FOR

A MIN. OF 12"

NEW SEALANT TYP.

NEW SIDING PER ELEVATION TYP.

NEW FLASHING PAPER OVER

WATER RESISTANT BARRIER

EXTENDING 8" MIN. EA SIDE OF

CORNER

NEW 1" x 1" WOOD TRIM

SCALE:17

CORNER TRIM

3/4"=1'-0" 2234-A80-15

NEW WOOD CORNER TRIM TYP.

NEW WEATHER RESISTANT

BARRIER CONTINUOUS AT

CORNERS WITH NO BREAK FOR

A MIN. OF 12"

1" 51 2"

NEW EXTERIOR SIDING PANEL

PER ELEVATION TYP.

EXISTING SHEATHING PER WALL

TYPE

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REVISIONS

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JOB NO.

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DATE

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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RICHARD S. ROTHWEILER

CJA

A9.0

2540 LEE STREET SE

SALEM, OR 97301

SHA -

SHELTON

VILLAGE

APARTMENTS

2022.0034

APRIL 13, 2022

SCALE:1

ROOF EAVE AND GUTTER

3" = 1'-0" 22034-A9.0-01

EXISTING 5 8" PLYWOOD SHEATHING

EXISTING ASPHALT SHINGLES

NEW SELF-ADHERING FLASHING; LAP

OVER SHEATHING AND FASCIA

EXISTING FASCIA AND SUB-FASCIA,

REFER TO ELEVATION NOTES FOR

REPLACEMENT IF REQUIRED

EXISTING 30 LB FELT UNDERLAYMENT

NEW DOWNSPOUT

NEW ALUM FLASHING

NEW GUTTER

EXISTING PRE-MANUFACTURED TRUSSED

TO REMAIN

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REVISIONS

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JOB NO.

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DATE

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

AutoCAD SHX Text 363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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SALEM, OREGON

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RICHARD S. ROTHWEILER

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DOOR

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NOMINAL SIZE

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NO.

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REMARKS

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DOOR SCHEDULE - 2022.0034.

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BUILDING TYPE A

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UNIT 2540

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AutoCAD SHX Text 3'-0" X 6'-8"

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ALL DOORS 1-[" THICK UNLESS OTHERWISE NOTED

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DOOR

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FRAME

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DETAILS A8.0

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REMARKS

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DOOR SCHEDULE - 2022.0034.

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ALL DOORS 1-[" THICK UNLESS OTHERWISE NOTED

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5 SIM

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UNIT 2542

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5 SIM

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UNIT 2544

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AutoCAD SHX Text 3'-0" X 6'-8"

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5 SIM

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UNIT 2546

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AutoCAD SHX Text 3'-0" X 6'-8"

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5 SIM

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UNIT 2548

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AutoCAD SHX Text 3'-0" X 6'-8"

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UNIT 2550

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5 SIM

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UNIT 2554

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AutoCAD…

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