joel and margo plant - cityofmadison.com€¦ · d100 first and second floor demolition plan -...

DEMOLITION PLAN GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE ARCHITECT / ENGINEER FOR FINAL DECISION.

2. REPAIR ALL WALLS AND FINISHES DISTURBED DURING DEMOLITION THAT ARE TO REMAIN.

3. ALL EXISTING LIGHT FIXTURES ARE TO BE REMOVED AND STORED FOR REINSTALLATION IN NEW CEILING SYSTEM.

4. PROVIDE SHORING OF EXISTING STRUCTURAL WALL AND ROOF MEMBERS PRIOR TO THE COMMENCEMENT OF ASSOCIATED

DEMOLITION OPERATIONS.

5. PROVIDE SLAB CUTTING/DEMOLITION AS NEEDED TO ROUTE EXISTING PLUMBING TO NEW PLUMBING FIXTURES. PATCH CONCRETE FLOORS AFTER WORK IS COMPLETE.

6. ALL EXISTING WALLS TO REMAIN ARE SHOWN SHADED.

GENERAL NOTES1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL,

FEDERAL, AND STATE REGULATIONS, AND ALL OF THE REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION.

2. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTION FEES, AND TAXES AS REQUIRED FOR THEIR PORTION OF THE WORK.

3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE WORK AND BECOME FAMILIAR WITH THE LOCAL CONDITIONS AND CODES RELATING TO THE WORK BEFORE SUBMITTING A PROPOSAL. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT.

4. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS, IN WRITING, AND ALLOW SUFFICIENT TIME FROM THE RECIEPT OF NOTIFICATION BY THE ARCHITECT TO FURNISH A CLARIFICATION BEFORE PROCEEDING WITH THE WORK IN QUESTION.

5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ANY DEFICIENCIES RELATED TO LOCAL CODES AND REGULATIONS OR UTILITIES,AND ALLOW SUFFICIENT TIME FROM THE RECEIPT OF NOTIFICATION BY THE ARCHITECT TO FURNISH A REVISION OR CLARIFICATION.

6. THE CONTRACTOR WILL ALLOW 7 CALENDAR DAYS FROM THE DATE OF RECEIPT BY THE ARCHITECT FOR RESPONSES TO REQUESTS FOR INFORMATION.

7. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR WORK REQUIRING SHOP FABRICATION FOR THE ARCHITECT TO REVIEW. THE CONTRACTOR SHALL ALLOW 10 CALENDAR DAYS FROM THE DATE OF RECEIPT BY THE ARCHITECT FOR REVIEW OF THE SHOP DRAWINGS.

8. CONTRACTOR SHALL APPLY, INSTALL, CONNECT, ERECT, USE, CLEAN AND CONDITION MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT AS RECOMMENDED BY THE MANUFACTURER, UNLESS SPECIFIED TO THE CONTRARY. THE MANUFACTURER'S LATEST RECOMMENDATIONS AT THE TIME OF BIDDING SHALL BE USED.

HATCH SYMBOLS

EARTHWORK

GRAVEL

PLASTER, SAND, GROUT

CONCRETE

CONCRETE MASONRY

CLAY MASONRY

PRECAST CONCRETE

METAL

PLYWOOD

FINISH LUMBER

WOOD STUDS, BLOCKING

STEEL STUDS

GYPSUM WALLBOARD

ACOUSTICAL TILE

BATT INSULATION

RIGID INSULATION

A

ROOM NAME AND NUMBER

WALL TYPE IDENTIFICATION

KEYED NOTE IDENTIFICATION

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

INDICATE FLOOR SLOPING TO DRAIN

1

CALLOUTS

SECTION DETAIL SYMBOL, 1/A101 INDICATES DETAIL 1 CAN BE FOUND ON SHEET A101

PLAN DETAIL OR ENLARGED PLAN SYMBOL, 1/A101 INDICATES DETAIL 1 CAN BE FOUND ON SHEET A101

EXTERIOR ELEVATION SYMBOL, 1/A101 INDICATES DETAIL 1 CAN BE FOUND ON SHEET A201

WALL SECTION SYMBOL, 1/A101 INDICATES DETAIL 1 CAN BE FOUND ON SHEET A101

1A101

SIM

1A101

SIM

1A101

SIM

1A401INTERIOR ELEVATION SYMBOL, 1/A101 INDICATES DETAIL 1 CAN BE FOUND ON SHEET A401

NAMEELEVATION VERTICAL OR SPOT ELEVATION

IDENTIFICATION

1 REVISION IDENTIFICATION

NORTH ARROW

NEW CONSTRUCTION GRID LINE IDENTIFICATION

EXISTING CONSTRUCTION GRID LINE IDENTIFICATION

100A

1A201

BUILDING SECTION SYMBOL, 1/A101 INDICATES DETAIL 1 CAN BE FOUND ON SHEET A101

101150 SF

ROOM NAME

0

P1

01A101

SIM

F.E.C.

F.E. FIRE EXTINGUISHER - SURFACE MOUNT

FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER - SEMI-RECESSED

1 HOUR FIRE RATED WALL

LEGEND - PLAN SYMBOLS

ABBREVIATIONS:ADA - AMERICAN WITH DISABILITIES ACTAFF - ABOVE FINISHED FLOORAV - AUDIO VISUALCFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLEDCFM - CUBIC FOOT PER MINUTECL - CENTERLINECLNG - CEILINGCLR - CEILINGDIM - DIMENSIONDN - DOWNEA - EACHEQ - EQUALFD - FLOOR DRAINFEC - FIRE EXTINGUISHER CABINETFRT - FIRE RESISTANT TREATEDGWB - GYPSUM WALL BOARDMAX - MAXIMUMMIN - MINIMUMMISC - MISCELLANEOUSMTD - MOUNTEDNIC - NOT IN CONTRACTNTS - NOT TO SCALEOFCI - OWNER FURNISHED CONTRACTOR INSTALLEDOFOI - OWNER FURNISHED OWNER INSTALLEDOPP - OPPOSITESIM - SIMILARSS - STAINLESS STEELSTD - STANDARDTHK - THICKTYP - TYPICALUON - UNLESS OTHERWISE NOTEDUNO - UNLESS NOTED OTHERWISEW/ - WITH

KEYED NOTE IDENTIFICATION1

EXISTING PARTITON TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING PARTITION TO REMAIN

EXISTING ITEM TO REMAIN

EXISTING ITEM TO BE REMOVED

TEMPORARY DUST PARTITION

DEMOLITION PLAN SYMBOL LEGEND

PROJECT LOCATION

ENERGY EFFICIENCY NOTES1. NOT ALL OF THE NOTES BELOW MAY BE APPLICABLE2. PROJECT HAS BEEN DESIGNED TO MEET THE CRITERIA OF THE 2009

IECC3. ABOVE-GRADE THERMAL BARRIER: PROVIDE A MINIMUM R23 CAVITY

INSULATION; BASIS OF DESIGN BIBS (BLOW-IN BLANKET SYSTEM) INSULATION

4. ABOVE-GRADE AIR BARRIER: CONTINUOUS DUPONT TYVEK HOUSE WRAP AND FLASHING ACCESSORIES OR EQUAL

5. CEILING ENVELOPE: PROVIDE IC-RATED RECESSED LIGHTING FIXTURES WHEREVER LIGHT FIXTURES ARE RECESSED INTO AN INSULATED CEILING

6. PROVIDE AUTOMATIC OR GRAVITY DAMPERS AT ALL OUTDOOR AIR INTAKES AND EXHAUSTS

7. FENESTRATION BASIS OF DESIGN: PELLA FIBERGLASS WINDOW UNITS; FOAM FILLED FRAMES; 11/16" LOW-E IGUS; U-FACTOR: .27; NFRC CERT # PEL-N-150-00692; OR EQUAL

8. INSULATE ALL BASEMENT WALLS PER WALL SECTIONS ON A3119. PROTECT ANY EXPOSED INSULATION MATERIAL10. INSTALL LABELED INSULATION PRODUCTS AND SYSTEMS PER

MANUFACTURER'S RECOMMENDATIONS

Project number

Date

116 King St, Suite 202Madison, WI 53703

(608) 204-7464AroEberle.com

4/20

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T001

COVER SHEET

PLN-19-01

HOME ADDITIONAND RENOVATION

JOEL AND MARGOPLANT

04/20/2020

2122 CHADBOURNE AVEMADISON, WI 53726

CONDITIONAL USE PERMIT APPLICATION

HOME ADDITION AND RENOVATION2122 CHADBOURNE AVEMADISON, WI 53726

JOEL AND MARGO PLANT

Design Team

Sheet List

ARCHITECT:

ARO EBERLE ARCHITECTS INC.116 KING STREET, SUITE 202MADISON, WI 53703CONTACT: DOUG PAHL, AIAPH: (608) 204-7464EMAIL: [email protected]

A201 EXTERIOR ELEVATIONS - GARAGEA311 EXTERIOR SECTIONS AND WALL SECTIONS - HOUSEA312 EXTERIOR WALL SECTIONS - HOUSEA314 EXTERIOR SECTIONS AND WALL SECTIONS - GARAGE

GENERALT001 COVER SHEETT002 EXISTING CONDITIONS PHOTOS

STRUCTURALS100 FOOTING/FOUNDATION PLAN - HOUSES101 SECOND FLOOR & ROOF FRAMING PLAN - HOUSES102 SECOND FLOOR & ROOF FRAMING PLAN - GARAGE

DEMOLITIOND100 FIRST AND SECOND FLOOR DEMOLITION PLAN - HOUSE

ARCHITECTURALA001 DOOR AND ROOM FINISH SCHEDULEA100 SITE PLAN AND EXISTING CONDITIONS SURVEYA101 BASEMENT AND FIRST FLOOR PLAN - HOUSEA102 SECOND FLOOR AND ROOF PLAN - HOUSEA103 FIRST FLOOR, SECOND FLOOR AND ROOF PLAN - GARAGEA200 EXTERIOR ELEVATIONS - HOUSE

No. Description Date

1/4" = 1'-0"1 PROJECT LOCATION

Project number

Date



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T002

EXISTINGCONDITIONSPHOTOS

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




VIEW FROM STREET VIEW FROM STREET

SOUTH FACADE EAST FACADE WEST FACADE NORTH FACADE

GARAGE GARAGE SE CORNER GARAGE SW CORNER

11' -

1"

17' - 8" 8 1/2"

2' -

0"

NEW 4" CONCRETE SLAB ON GRADE OVER 10 MIL VAPOR BARRIER ON 6" COMPACTED GRANULAR FILL

EXISTING BASEMENT SLAB

TW: 99'-1/2"TF: 91'-0"

TW: 9

9'-1

/2"

TF: 9

1'-0

"ADD ACCESS

STRUCTURAL COMPONENT SCHEDULECODE TYPE DIMENSIONS DEPTH REINFORCING DESCRIPTIONFW1 FOUNDATION WALL 1 8" THICK VARIES (2) #5 BARS TOP AND BOTTOM CAST IN PLACE CONCRETEB1 BEAM TYPE 1 W8X24 8"H1 HEADER TYPE 1 (2) 2X6 5 1/2"H2 HEADER TYPE 2

(2) 2X10 9 1/4"H3 HEADER TYPE 3(2) 1 3/4" X 11 7/8" LVL 11 7/8"H4 HEADER TYPE 4

(2) 2X8 7 1/4"

END BEARING

TO BE CONFIRMED BY STRUCTURAL ANALYSIS

2X10 FRAMING @ 16" O.C.

INSTALL HANGERS AT EXISTING RIM JOIST

INSTALL HANGERS AT EXISTING RIM BOARD

Project number

Date



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S100

FOOTING/FOUNDATIONPLAN - HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




NORTH

1/4" = 1'-0"2 FOUNDATION PLAN - HOUSE

KEYED NOTES

0 842

NORTH

1/4" = 1'-0"1 FIRST FLOOR FRAMING PLAN - HOUSE0 842


B1

H1

H1 H1

H1

H1

2X4 JOIST EXTENSIONS @ 16" O.C. @ ROOF EDGE

2X4 JOIST EXTENSIONS @ 16" O.C. @ ROOF EDGE, TYP.



SIMPSON BA STYLE HANGARS ALONGSTEEL BEAM

INSTALL LEDGER PLATE ALONG EXISTING STUD WALL; FASTEN WITH THREE TIMBERLOCK FASTNERS AT EACH STUD; HANGAR FLOOR JOISTS TO LEDGER



(2) 2X8 7 1/4"

END BEARING




H3

H3H3

INSTALL LEDGER PLATE ALONG EXISTINGSTUD WALL; FASTEN WITH THREE TIMBERLOCK FASTNERSAT EACH STUD; HANGAR FLOOR JOISTS TO LEDGER

REPLACE EXISTING FRAMING WITH NEW 2X10 FRAMING HUNG FROM EXISTING LEDGER OUT TO THE NEW BEARING WALL

Project number

Date



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S101

SECOND FLOOR &ROOF FRAMINGPLAN - HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




NORTH

1/4" = 1'-0"1 ROOF FRAMING PLAN - HOUSE

KEYED NOTES

NORTH

1/4" = 1'-0"2 SECOND FLOOR FRAMING PLAN0 8420 842

H4 H4

H1

11 7/8" TJI 360 ENGINEERED I-JOISTS @ 16" O.C.

24' -

3"

34' - 3"

3' - 1 1/2" 9' - 0" 2' - 6" 16' - 0" 3' - 7 1/2"

1' -

11 3

/4"

3' -

2"19

' - 1

1/4

"

(1) CONTINUOUS H4



(2) 2X8 7 1/4"

END BEARING


34' - 0"

24' -

0"

4" CONCRETE SLAB ON 10 MIL. VAPOR RETARDER ON 6" GRANULAR BASE

TW: 102'-6"TF: 98'-0"TL: 101'-10"

TW: 102'-6"TF: 98'-0"TL:101'-10"

TW: 1

02'-6

"TF

: 98'

-0"

TL: 1

01'-1

0"

TW: 1

02'-6

"TF

: 98'

-0"

TL:1

01'-1

0"

4" LEDGE

4" LEDGE

Project number

Date



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S102

SECOND FLOOR &ROOF FRAMINGPLAN - GARAGE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




NORTH

1/4" = 1'-0"2 ROOF FRAMING PLAN - GARAGE

KEYED NOTES

0 842

1/4" = 1'-0"3 FOUNDATION PLAN - GARAGE0 842

UP

1' -

6"3'

- 0"

6"3' - 0" 2' - 5 3/4" 7' - 1 3/4"

1

2

3

4

5

8

323 SF103

LIVING ROOM

137 SF102

HALLWAY /STAIR

27 SF101

VESTIBULE

190 SF104

DINING ROOM

213 SF105

KITCHEN

18 SF106

BACKENTRANCE

19 SF107

POWDERROOM

14 SF108

PANTRY

10' - 6"9'

- 1

1/2"

9

3

4

1 66

10' -

1"

7

222 SF201

MASTERBEDROOM

21 SF202

WASH/DRY138 SF

203BEDROOM

58 SF202A

CLOSET

202 SF204

BEDROOM

23 SF203A

CLOSET

135 SF200

HALL

46 SF206

BATHROOM

8 SF201A

CLOSET

31 SF201C

BATHROOM2 SF200A

CLOSET

25' - 11 3/4"

4' -

5 1/

4"

5' - 0"

5' -

7 3/

4"

10

DEMOLITION PLAN GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE ARCHITECT / ENGINEER FOR FINAL DECISION.

2. REPAIR ALL WALLS AND FINISHES DISTURBED DURING DEMOLITION THAT ARE TO REMAIN.

3. ALL EXISTING LIGHT FIXTURES ARE TO BE REMOVED AND STORED FOR REINSTALLATION IN NEW CEILING SYSTEM.

4. PROVIDE SHORING OF EXISTING STRUCTURAL WALL AND ROOF MEMBERS PRIOR TO THE COMMENCEMENT OF ASSOCIATED

DEMOLITION OPERATIONS.

5. PROVIDE SLAB CUTTING/DEMOLITION AS NEEDED TO ROUTE EXISTING PLUMBING TO NEW PLUMBING FIXTURES. PATCH CONCRETE FLOORS AFTER WORK IS COMPLETE.

6. ALL EXISTING WALLS TO REMAIN ARE SHOWN SHADED.

KEYED NOTE IDENTIFICATION1

EXISTING PARTITON TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING PARTITION TO REMAIN

EXISTING ITEM TO REMAIN

EXISTING ITEM TO BE REMOVED

TEMPORARY DUST PARTITION

DEMOLITION PLAN SYMBOL LEGEND

1111

Project number

Date



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D100

FIRST AND SECONDFLOOR DEMOLITIONPLAN - HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




NORTH

1/4" = 1'-0"2 FIRST FLOOR DEMOLITION PLAN - HOUSENORTH

1/4" = 1'-0"1 SECOND FLOOR DEMOLITION PLAN - HOUSE

KEYED NOTES1 REMOVE DOOR, FRAME, AND ASSOCIATED HARDWARE; RETAIN FOR

REUSE2 REMOVE PORTION OF WALL TO LIMIT REQUIRED FOR NEW DOOR -

CAUTION - LOAD BEARING WALL - TEMPORARILY SUPPORT ASREQUIRED - PATCH FLOORING AS NECESSARY, BLENDING NEW WOODFLOORING WITH EXISTING

3 REMOVE PORTION OF WALL TO LIMIT SHOWN - CAUTION - LOADBEARING WALL - TEMPORARILY SUPPORT AS REQUIRED - PATCHFLOORING AS NECESSARY, BLENDING NEW WOOD FLOORING WITHEXISTING

4 REMOVE WINDOW, FRAME, AND ASSOCIATE HARDWARE5 REMOVE PORTION OF WALL TO LIMIT SHOWN - PATCH FLOORING AS

NECESSARY, BLENDING NEW WOOD FLOORING WITH EXISTING6 REMOVE FLAT ROOF SHOWN HATCHED - PROVIDE TEMPORARY

PROTECTION FROM THE ELEMENTS7 REMOVE RAILING IN ITS ENTIRETY8 REMOVE EXISTING SIDING AND PREP FOR INTERIOR GWB9 REMOVE AND RELOCATE EXISTING AIR CONDITIONING UNIT10 REMOVE GUTTER AND ASSOCIATED DOWNSPOUTS THIS ROOF EDGE11 DEMO EXISTING GARAGE IN ITS ENTIRETY. REMOVE EXISTING SLAB AND

FOOTINGS. BE CAREFUL TO PROTECT ADJACENT TREES IN THE VICINITYOF THE DEMOLITION; INCLUDE CONSULTATION FROM A PROFESSIONALARBORIST PRIOR TO COMMENCING WITH WORK

0 8420 842

NORTH

1/4" = 1'-0"3 FIRST FLOOR DEMOLITION PLAN - GARAGE

Project number

Date



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A001

DOOR AND ROOMFINISH SCHEDULE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020



DOOR AND HARDWARE SCHEDULE

DOORNUMBER

DOOR FRAME MISCELLANEOUS

REMARKSLEAF SIZE

TYPE MAT'LGLAZING

TYPE FINISH TYPE MAT'LDETAILS

FINISH LABEL HDWR SETQTY. WIDTH HEIGHT HEAD JAMB OTHER109 3' - 0" 7' - 0"

200A 1' - 6" 7' - 0"201 2' - 8" 7' - 0"

201A 3' - 0" 7' - 0" BF202 6' - 0" 7' - 0" BF

202C 6' - 0" 7' - 0" BF202D 6' - 0" 7' - 0" BF203A 6' - 0" 7' - 0" BF205 2' - 8" 7' - 0"

G100 3' - 0" 7' - 0"G100A (1) 9' - 0" 7' - 0" SCG100B (1) 16' - 0" 7' - 0" SC

DOOR AND HARDWARE SCHEDULE ABBREVIATIONS

DOOR/FRAME MATERIALSAL = ALUMINUMBF = BIFOLDEX = EXISTINGHM = HOLLOW METALSC = SECTIONALSS = STAINLESS STEELST = STEEL

WD = WOOD

DOOR AND HARDWARE SCHEDULE GENERAL NOTES

1. ALL DOORS TO MATCH EXISTING DOOR STYLE, FINISH, HARDWARE2.3.


ROOM FINISH SCHEDULE

LevelROOM

NO. ROOM NAME Area FLOOR BASEWALLS CEILING

REMARKSNORTH SOUTH EAST WEST MTL HEIGHT

Not Placed G201 MUD ROOM Not PlacedBASEMENT 001 EXISTING BASEMENT 1165 SFFIRST FLOOR 101 VESTIBULE 27 SFFIRST FLOOR 102 HALLWAY / STAIR 137 SFFIRST FLOOR 103 LIVING ROOM 323 SFFIRST FLOOR 104 DINING ROOM 190 SFFIRST FLOOR 105 KITCHEN 213 SFFIRST FLOOR 106 BACK ENTRANCE 18 SFFIRST FLOOR 107 POWDER ROOM 19 SFFIRST FLOOR 108 PANTRY 14 SFFIRST FLOOR 109 OFFICE 180 SFFIRST FLOOR G100 GARAGE 744 SFSECOND FLOOR 200 HALL 135 SFSECOND FLOOR 200A CLOSET 2 SFSECOND FLOOR 201 MASTER BEDROOM 222 SFSECOND FLOOR 201A CLOSET 8 SFSECOND FLOOR 201C BATHROOM 31 SFSECOND FLOOR 202 WASH/DRY 21 SFSECOND FLOOR 202A CLOSET 58 SFSECOND FLOOR 203 BEDROOM 138 SFSECOND FLOOR 203A CLOSET 23 SFSECOND FLOOR 204 BEDROOM 202 SFSECOND FLOOR 204A CLOSET 19 SFSECOND FLOOR 205 BEDROOM 179 SFSECOND FLOOR 205A CLOSET 19 SFSECOND FLOOR 206 BATHROOM 46 SF

Window Schedule

Level Family and Type Phase Created Height Width Comments

FIRST FLOOR Window-Double-Hung 2X4 MUNTINS: 45 x 54 Existing 4' - 6" 3' - 9"FIRST FLOOR Window-Fixed: 11 X 54 Existing 4' - 6" 0' - 11" Front Entry SidelightFIRST FLOOR Window-Fixed: 11 X 54 Existing 4' - 6" 0' - 11" Front Entry SidelightFIRST FLOOR Window-Fixed: 11 X 54 Existing 4' - 6" 0' - 11" Front Entry SidelightFIRST FLOOR Window-Fixed: 11 X 54 Existing 4' - 6" 0' - 11" Front Entry SidelightFIRST FLOOR Window-Double-Hung 2X4 MUNTINS: 45 x 54 Existing 4' - 6" 3' - 9"FIRST FLOOR Window-Double-Hung 2X4 MUNTINS: 45 x 54 Existing 4' - 6" 3' - 9"FIRST FLOOR Window-Double-Hung 2X3 MUNTINS: 34.5 x 54 Existing 4' - 6" 2' - 10 1/2"FIRST FLOOR Window-Double-Hung 2X3 MUNTINS: 34.5 x 54 Existing 4' - 6" 2' - 10 1/2"FIRST FLOOR Window-Double-Hung: 34 x 50 Existing 4' - 2" 2' - 10"FIRST FLOOR Window-Double-Hung: 24" x 42" Existing 3' - 6" 2' - 0"FIRST FLOOR Window-Double-Hung-Double: 70" x 46" Existing 3' - 10" 5' - 10"FIRST FLOOR Window-Double-Hung 2X3 MUNTINS: 45 x 54 New

Construction4' - 6" 3' - 9"

FIRST FLOOR Window-Double-Hung 2X3 MUNTINS: 36 x 54 NewConstruction

4' - 6" 3' - 0"

FIRST FLOOR Window-Double-Hung 2X3 MUNTINS: 36 x 54 NewConstruction

4' - 6" 3' - 0"

SECOND FLOOR Window-Double-Hung 2X4 MUNTINS: 45 x 54 Existing 4' - 6" 3' - 9"SECOND FLOOR Window-Double-Hung 2X4 MUNTINS: 45 x 54 Existing 4' - 6" 3' - 9"SECOND FLOOR Window-Double-Hung 2X4 MUNTINS: 45 x 54 Existing 4' - 6" 3' - 9"SECOND FLOOR Window-Double-Hung 2X3 MUNTINS: 34 x 55 Existing 4' - 6" 2' - 10"SECOND FLOOR Window-Double-Hung 2X3 MUNTINS: 34 x 55 Existing 4' - 6" 2' - 10"SECOND FLOOR Window-Double-Hung 2X3 MUNTINS: 34 x 55 Existing 4' - 6" 2' - 10"SECOND FLOOR Window-Double-Hung 2X3 MUNTINS: 34 x 55 Existing 4' - 6" 2' - 10"SECOND FLOOR Window-Double-Hung 2X3 MUNTINS: 36 x 54 New

Construction4' - 6" 3' - 0"

SECOND FLOOR Window-Double-Hung 2X3 MUNTINS: 45 x 54 NewConstruction

4' - 6" 3' - 9"


4' - 6" 3' - 0"


4' - 6" 3' - 0"

SECOND FLOOR Window-Fixed: 36" X 30" NewConstruction

2' - 6" 3' - 1"


2' - 6" 3' - 1"


2' - 6" 3' - 1"


2' - 6" 3' - 1"


2' - 6" 3' - 1"


2' - 6" 3' - 1"

THIRD FLOOR Window-Double-Hung: 24" x 36" NewConstruction

3' - 0" 2' - 0"

THIRD FLOOR Window-Double-Hung: 24" x 36" NewConstruction

3' - 0" 2' - 0"

Grand total: 34

G100GARAGE

RETAINING WALL

EXISTING PAVING TO REMAIN

NEW CONCRETE PAVING - 950 S.F.

FF: LEVEL 100'-0"

FF: LEVEL 100'-0"

FF: MATCH EXISTING

EL: 98'-8"

EL: 98'-8"

EL: 101'-0"

EL: 98'-4"

EL: 98'-8"

EL: 103'-0"

FLOW LINE

FLOW LINE

103LIVING ROOM104

DINING ROOM

105KITCHEN

102

HALLWAY /STAIR

101VESTIBULE

108PANTRY

109OFFICE

106

BACKENTRANCE

107

POWDERROOM

A1012

A1031

PROTECT TREE AND ROOT SYSTEM DURING GARAGE WORK; CONSULT WITH A CERTIFIED ARBORITST PRIOR TO COMMENCING WITH CONSTRUCTION

LOT INFORMATION:

LOT AREA 10,536 S.F.

FRONT YARD SETBACK: 20'SIDEYARD SETBACK: 6'REAR YARD SETBACK: 30' OR 30% LOT DEPTH

ACCESSORY BUILDING SETBACK: 3'

3' -

0"

30' -

0"

6' - 0"

6' - 0"

20' -

0"

34' - 1 1/2"

24' -

1 1

/2"

Project number

Date



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M

A100

SITE PLAN ANDEXISTINGCONDITIONSSURVEY

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




1/8" = 1'-0"1 NEW SITE PLAN

UPUP

1165 SF001

EXISTINGBASEMENT

1

1A311

2A311

10' -

5"

6' - 4"

16' - 4"

1' -

4"

ADDITIONEXISTING

ADDITION

EXISTING

2' - 6"

8

99

FLOOR PLAN GENERAL NOTES:1.SITE DATUM OF XXX' = FLOOR EL. 100' - 0" ON ARCHITECTURAL DRAWINGS.

2.FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THEATTENTION OF THE ARCHITECT / ENGINEER FOR FINAL DECISION.

3. SEE SHEET A001 FOR PARTITON TYPES.

4. SEE SHEET A001 FOR DOOR SCHEDULE AND WINDOW TYPES AND DETAILS.

5. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISH WALL TO FINISHED WALL (NOMINAL).

6. REFER TO DEMOLITION VIEWS FOR COORDINATION OF DEMOLITION SCOPE.

7. CONTRACTORS ARE RESPONSIBLE FOR MAINTAINING CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY

THIS WORK. ANY DISRUPTION IN SERVICE REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING DUCTWORK, PIPING, CONDUIT, CIRCUITS OR ANY ASSOCIATED EQUIPMENT, MUST BE COORDINATED IN ADVANCE WITH THE OWNER/ USER.

8. EXTERIOR DIMENSIONS ON FLOOR PLANS ARE BASED ON EXTERIOR FACE OF PLYWOOD.

A2002A200 4

A200

A200

3

1

323 SF103

LIVING ROOM

137 SF102

HALLWAY /STAIR

27 SF101

VESTIBULE

190 SF104

DINING ROOM

213 SF105

KITCHEN

18 SF106

BACKENTRANCE

19 SF107

POWDERROOM

180 SF109

OFFICE

36"X54" DOUBLE HUNG

2A312

14 SF108

PANTRY

2

3

1A311

1A312

2A311

5' -

6"5'

- 7

1/4"

36"X54" DOUBLE HUNG

3A311

17' - 10" 8 1/4"

4' - 7" 8' - 8" 4' - 7"

109

11' -

1 1

/4"

4 44

6" 3' - 0"

3' -

0"1'

- 6"

5

ADDITIONEXISTING

ADDITION

EXISTING

FIRST FLOOR AREA:BEFORE ADDITION: 1118 S.F.AFTER ADDITION: 1215 S.F.

66

45"X

54"

DO

UBL

E H

UN

G

7

Project number

Date



4/20

/202

0 11

:50:

23 A

M

A101

BASEMENT ANDFIRST FLOOR PLAN -HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




NORTH

1/4" = 1'-0"1 BASEMENT FLOOR PLAN - HOUSE

KEYED NOTES1 2" RIGID INSULATION2 INFILL DOOR OPENING TO MATCH ADJACENT EXISTING CONSTRUCTION AND WALL

FINISH3 NEW DOOR OPENING IN EXISTING WALL - TRIM OPENING TO MATCH ADJACENT

EXISTING WALL OPENING4 FURNITURE - BY OWNER5 INFILL WINDOW OPENING TO MATCH ADJACENT EXISTING CONSTRUCTION AND

WALL FINISH6 NEW WOOD FLOORING TO MATCH EXISTING - BLEND WITH EXISTING7 REUSE EXISTING OFFICE DOOR; RIP EDGES TO REMOVE HINGE MORTISES; APPLY

1-1/2" NEW MATERIAL TO EDGES AND REFINISH8 CUT NEW OPENING 30"W X 72" TALL9 NEW 4" CAST-IN-PLACE SLAB ON GRADE OVER 10 MIL VAPOR BARRIER ON 6"

COMPACTED GRANULAR FILL

NORTH

1/4" = 1'-0"2 FIRST FLOOR PLAN - HOUSE0 8420 842










A2002A200 4

A200

A200

3

1

138 SF203

BEDROOM 21 SF202

WASH/DRY

222 SF201

MASTERBEDROOM

46 SF206

BATHROOM

202 SF204

BEDROOM

179 SF205

BEDROOM

5' - 1"

7' - 4 3/4" 2' - 7" 2' - 7"

17' -

3 1

/2"

19 SF205A

CLOSET

19 SF204A

CLOSET

5' - 0" 12' - 11 1/4" 17' - 10"

36"X54"DOUBLE HUNG

36"X54"DOUBLE HUNG

36"X54"DOUBLE HUNG

45"X

54"

DO

UBL

E H

UN

G

EXISTING

ADDITION

2A312

135 SF200

HALL

31 SF201C

BATHROOM

8 SF201A

CLOSET

2 SF200A

CLOSET

58 SF202A

CLOSET

23 SF203A

CLOSET

EXISTING

WOOD

EXISTING

WOOD

17' - 3"

1A311

1A312

2A311

3A311

202C

202D

203A

NO SCOPE

11' -

1 1

/4"

5' -

6"5'

- 7

1/4"

35' - 9 1/4"

5' - 0" 4' - 9" 8' - 2 1/4" 4' - 7" 8' - 8" 4' - 7"

205

2

22

3 4

201

200A

201A202

5

5

EXISTING

ADDITION6

SECOND FLOOR AREA:BEFORE ADDITION: 868 S.F.AFTER ADDITION: 1197 S.F.

1010

A2002A200 4

A200

A200

3

1

2A312

1A311

1

1A312

2A311

3A311

7777

77

77

7

77

88

3" /

12"

3" /

12"

9

9

9

KEYED NOTES1 NEW CEDAR SHINGLE ROOF - MATCH STYLE AND SIZE OF EXISTING

CEDAR SHINGLE ROOF - INSTALL PER MANUFACTURER'SRECOMMENDATIONS

2 WOOD CLOSET SHELF AND ROD3 WASHING MACHINE AND DRYER HOOKUPS4 WASH/DRY MACHINE - BY OWNER5 INFILL DOOR OPENING TO MATCH ADJACENT EXISTING CONSTRUCTION

AND WALL FINISH6 INFILL WINDOW OPENING TO MATCH ADJACENT EXISTING

CONSTRUCTION AND WALL FINISH7 EXISTING ROOF TO REMAIN8 EXISTING GUTTERS TO BE REMOVED WHERE ADDITION INTERSECTS

EXISTING ROOF9 NEW GUTTERS THIS ROOF EDGE TO MATCH EXISTING10 LINE OF FORMER ROOF BELOW

NORTH

1/4" = 1'-0"1 SECOND FLOOR PLAN - HOUSENORTH

1/4" = 1'-0"2 ROOF PLAN - HOUSE0 8420 842

Project number

Date



4/20

/202

0 11

:50:

32 A

M

A102

SECOND FLOORAND ROOF PLAN -HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020













A201

1

A201 3

744 SFG100

GARAGE

5A314

5A314

A201

2

A2014

24' -

1 1

/2"

2' -

0"

34' - 1 1/2"

E.Q.16' - 0"2' - 6"9' - 0"E.Q.

102' - 0"G100

G100A G100B

23' -

4"

19' -

0 1

/2"

A201

1

A201 3

5A314

5A314

A201

2

A2014(3) 3

6x30

CLE

RES

TOR

Y W

IND

OW

S

6' -

4 1/

2"10

' - 8

"6'

- 4

1/2"

33' - 5"

(3) 3

6x30

CLE

RES

TOR

Y W

IND

OW

S

A201

1

A201 3

5A314

5A314

A201

2

A2014

1

3/8"

/ 12

"

1

2

Project number

Date



4/20

/202

0 11

:50:

34 A

M

A103

FIRST FLOOR,SECOND FLOORAND ROOF PLAN -GARAGE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




KEYED NOTES1 NEW EPDM ROOF2 NEW GUTTER

NORTH

1/4" = 1'-0"1 FIRST FLOOR PLAN - GARAGENORTH

1/4" = 1'-0"2 CLERESTORY PLAN - GARAGE

NORTH

1/4" = 1'-0"3 ROOF PLAN - GARAGE

0 8420 842

0 842

FIRST FLOOR100' - 0"

SECOND FLOOR109' - 5 1/2"

BASEMENT91' - 4"

THIRD FLOOR118' - 9 1/2"

TOP OF FOOTING91' - 0"

NO WORK THIS FACADE



BASEMENT91' - 4"


ADD

ITIO

N

EXIS

TIN

G

ADDITION

EXISTING

1A311


11

4

4

6

7



BASEMENT91' - 4"


ADD

ITIO

N

EXIS

TIN

G

2A312

EXIS

TIN

G


1A312

2A311

ADD

ITIO

N

ADD

ITIO

N

EXIS

TIN

G

11

11

11

2

3333

4 4 4

44

5 5

6 6

6



BASEMENT91' - 4"


ADD

ITIO

N

EXIS

TIN

G


3A311

66

6

11

7

77

888

910

1111

Project number

Date



4/20

/202

0 11

:50:

40 A

M

A200

EXTERIORELEVATIONS -HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




1/4" = 1'-0"1 SOUTH ELEVATION - HOUSE1/4" = 1'-0"2 EAST ELEVATION - HOUSE

1/4" = 1'-0"3 NORTH ELEVATION - HOUSE1/4" = 1'-0"4 WEST ELEVATION - HOUSE

KEYED NOTES1 WOOD SIDING TO MATCH EXISTING IN DEPTH,

PROFILE AND EXPOSURE2 WOOD SHINGLE ROOF - MATCH SPECIES, STYLE

AND SIZE OF EXISTING WOOD SHINGLE ROOF3 EXISTING ROOF TO REMAIN4 NEW WOOD HUNG WINDOW - SEE PLAN FOR SIZES5 NEW WOOD HUNG WINDOW - 24"X36"6 GUTTER TO MATCH EXISTING; INTEGRATE

GUTTER WITH FASCIA TRIM7 WOOD OGEE PROFILE TRIM; PROVIDE

COMPATIBLE PROFILE TO ORIGINAL DETAILING8 EXISTING BASEMENT WINDOW9 EXISTING WINDOW WELL10 EXISTING CELLAR ACCESS DOOR11 ADD-ALTERNATE: REPLACE ALL EXISTING

WINDOWS, TYP.

GARAGE FLOOR102' - 0"

5A314

T/O FOOTING - GARAGE98' - 0"

1111

22

3

5



11

56

7

5

14' -

10

1/8"



1

3

7 65

14' -

10

1/8"

14' -

2 1

/8"


5A314


4

3

1

3

5

Project number

Date



4/20

/202

0 11

:50:

41 A

M

A201

EXTERIORELEVATIONS -GARAGE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




1/4" = 1'-0"1 SOUTH ELEVATION - GARAGE1/4" = 1'-0"3 WEST ELEVATION - GARAGE

1/4" = 1'-0"4 EAST ELEVATION - GARAGE1/4" = 1'-0"2 NORTH ELEVATION - GARAGE

KEYED NOTES1 WALL SCONCE - SELECTION BY OWNER2 DECORATIVE SECTIONAL GARAGE DOOR - SEE DOOR SCHEDULE3 WOOD SIDING TO MATCH EXISTING IN DEPTH, PROFILE AND EXPOSURE4 NEW EPDM ROOF5 REUSE SALVAGED WOOD CORBELS FROM ORIGINAL GARAGE6 GUTTER7 SHEET METAL COPING




CLEAR STONE

CONT. STRIP FOOTING -SEE FOUNDATION PLAN

CONT. KEYWAY

CIP CONCRETE FOUNDATION WALL - SEE FOUNDATION PLAN

2" RIGID INSULATION

NEW 4" CAST-IN-PLACE SLAB ON GRADE OVER 10 MIL VAPOR BARRIER ON 6" CONPACTED GRANULAR FILL

SILL PLATE GASKET

TREATED BASE PLATE. ANCHOR TO FOUNDATION WITH 1/2" DIA. THREADED ROD EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL AT 72" O.C. MAX AND WITHIN 18" OF CORNERS OR OTHER APPORVED ANCHORING SYSTEM

2X10 RIM JOIST

DOUBLE TOP PLATE

1/2" GWB ON 10 MIL VAPOR BARRIER ON 2X4 STUDS @ 16" O.C. FILLED W/ FIBERGLASS BATT INSULATION

2X10 RIM JOIST

SPRAY FOAM INSULATION

DOUBLE TOP PLATE

HEADER PER FRAMING PLAN

109OFFICE

205BEDROOM

T/O ROOFVARIES

116' - 2 1/2"

107' - 6"WINDOW HEAD

4' -

6"4'

- 6"

WINDOW HEAD


3/4" APA RATED TONGUE AND GROOVE SUB FLOOR OVER 2X FRAMING - SEE FRAMING PLAN

1/2" GWB CEILING

WINDOW TRIM TO MATCH EXISTING WINDOWS, TYP.

ROOF EDGE TRIM TO MATCH EXISTING CONDITION

1/2" GWB CEILING OVER 10 MIL VAPOR BARRIER ON ROOF FRAMING - SEE FRAMING PLAN - FILL CAVITY W/ FIBERGLASS BATT INSULATION

WOOD SHINGLES TO MATCH EXISTING OVER ICE & WATER SHIELD OVER 3/4" PLYWOOD SHEATHING

2X4 JOIST EXTENSION -SEE FRAMING PLAN

BASE PLATE

WINDOW TRIM TO MATCH EXISTING WINDOWS, TYP

WOOD SIDING TO MATCH EXISTING OVER DRAINABLE AIR BARRIER OVER 1" RIGID POLYISO INSULATION OVER 3/4" OSB SHEATHING -EXTEND PAST T/O FOUNDATION WALL TO 4" MIN. ABOVE GRADE



BASEMENT91' - 4"



3A311

109OFFICE

205BEDROOM

123' - 2 1/2"WINDOW HEAD

3' -

0"

2X FLOOR FRAMING - SEE FRAMING PLAN


2X10 RIM JOIST

2X FLOOR FRAMING FILLED W/ FIBERGLASS BATT INSULATION OVER CRAWL SPACE - SEE FRAMING PLANS

VAPOR BARRIER

2" RIGID INSULATION

CIP CONCRETE FOUNDATION WALL -SEE FOUNDATION PLAN

CONT. VAPOR BARRIER

CONTINUOUS KEYWAY

NEW 4" CAST-IN-PLACE SLAB ON GRADE OVER 10 MIL VAPOR BARRIER ON 6" COMPACTED GRANULAR FILL

REPLACE EXISTING WITH 3'-4" HIGH WINDOWS - MAINTAIN EXISTING HEAD HEIGHT AND BUILD UP WALL TO ACCOMMODATE RAISED SILL

GUTTER TO MATCH EXISTING


3/4" PLYWOOD W/ WOOD SOFFIT TRIM OVER TO MATCH EXISTING

1/2" GWB CEILING OVER 10 MIL VAPOR BARRIER ON ROOF FRAMING - SEE FRAMING PLAN - FILL CAVITY W/ FIBERGLASS BATT INSULATION


2X10 RIM JOIST

SPRAY FOAM INSULATION


WINDOW TRIM TO MATCH EXISTING

NEW 2X10 FRAMING

EXISTING PLASTER TO REMAIN -RETEXTURE TO BLEND CEILINGS

EXISTING FOUNDATION WALL

GWB CEILING ON 2X WOOD FRAMING - INSTALL AT SAME HEIGHT OF ADJACENT EXISTING CEILINGS


2X8 FRAMING ATTACHED TO EXISTING PLYWOOD - REMOVE EXISTING SIDING AS REQUIRED

3" / 12"

DRIP EDGE

116' - 2 1/2"

WINDOW HEAD

4' -

6"

107' - 6"WINDOW HEAD

4' -

6"

SPRAY FOAM INSULATION - CLOSED CELL

3/4" APA RATED TONGUE & GROVE SUB FLOOR

WALL INFILL -SEE PLAN

NEW DOOR -SEE PLAN

NEW GWB

NEW LEDGER

EXISTING RIM JOIST

NEW HANGERS

TREATED SILL PLATE

WOOD SIDING TO MATCH EXISTING OVER DRAINABLE AIR BARRIER OVER 1" RIGID POLYISO INSULATION OVER 3/4" OSB SHEATHING - EXTEND PAST T/O FOUNDATION WALL TO 4" MIN. ABOVE GRADE



BASEMENT91' - 4"


T/O ROOFVARIES

204BEDROOM

106

BACKENTRANCE

001

EXISTINGBASEMENT

1/2" GWB CEILING OVER 10 MIL VAPOR BARRIER ON ROOF FRAMING - SEE FRAMING PLANWOOD SHINGLES TO MATCH EXISTING OVER ICE & WATER SHIELD OVER 3/4" PLYWOOD SHEATHING


WOOD SIDING TO MATCH EXISTING OVER DRAINABLE AIR BARRIER OVER 1" RIGID POLYISO INSULATION OVER 3/4" OSB SHEATHING - BLEND W/ EXISTING SIDING BELOW

ROOF EDGE TRIM TO MATCH EXISTING CONDITION

EXISTING CONSTRUCTION TO REMAIN

BASE PLATE ATTACHED TO EXISTING CONSTRUCTION BELOW

2X4 JOIST EXTENSION - SEE FRAMING PLANS

Project number

Date



4/20

/202

0 11

:50:

44 A

M

A311

EXTERIORSECTIONS ANDWALL SECTIONS -HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020




1/2" = 1'-0"1 WALL SECTION1/2" = 1'-0"2 WALL SECTION

1/2" = 1'-0"3 WALL SECTION



BASEMENT91' - 4"



204BEDROOM

203ACLOSET

105KITCHEN

001

EXISTINGBASEMENT

PEEL BACK EXISTING ROOFING AS NECESSARY TO ATTACH NEW FRAMING TO EXISTING STRUCTURE

REMOVE EXISTING GUTTERS @ NEW ROOF INTERSECTION

EXISTING FRAMING @ ROOF PATIO TO REMAIN

3/4" APA RATED TONGUE AND GROOVE SUBFLOOR

WOOD FLOOR TO MATCH EXISTING


1/2" GWB CEILING ON 10 MIL VAPOR BARIER ON 2X WOOD FRAMING - INSTALL FLUSH AND BLEND W/ EXISTING CEILING

1/2" GWB CEILING -INSTALL FLUSH W/ EXISTING CEILING

2X8 FRAMING ATTACHD TO EXISTING ROOFING


DRIP EDGE

GUTTER TO MATCH EXISTING

EXISTING WALL CONSTRUCTION TO REMAIN


FILL CAVITY W/ FIBERGLASS BATT INSULATION




BASEMENT91' - 4"


3A311

3/4" PLYWOOD FLOOR

WOOD FLOOR TO MATCH EXISTING

1/2" GWB CEILING -INSTALL FLUSH AND BLEND WITH EXISTING CEILING

204BEDROOM

105KITCHEN

106

BACKENTRANCE

001

EXISTINGBASEMENT

EXISTING FRAMING @ ROOF PATIO TO REMAIN


116' - 2 1/2"WINDOW HEAD

4' -

6"

PEEL BACK EXISTING ROOFING & PLYWOOD AS NECESSARY TO ATTACH NEW FRAMING TO EXISTING STRUCTURE

REMOVE EXISTING GUTTERS @ NEW ROOF INTERSECTION

1/2" GWB CEILING ON 10 MIL VAPOR BARRIER ON 2X WOOD FRAMING - INSTALL FLUSH AND BLEND W/ EXISTING CEILING

EXISTING CONSTRUCTION TO REMAIN

BASE PLATE

WINDOW TRIM TO MATCH EXISTING WINDOWS, TYP.

2X4 JOIST EXTENSION - SEE FRAMING PLAN

2X8 FRAMING ATTACHED TO EXISTING ROOFING

DRIP EDGE

GUTTER TO MATCH EXISTINGTREAT JOINT W/ FIBERGLASS TAPE AND JOINT COMPOUND COMPATIBLE W/ PLASTER FINISHES


FILL CAVITY W/ FIBERGLASS BATT INSULATION - TYP


Project number

Date



4/20

/202

0 11

:50:

46 A

M

A312

EXTERIOR WALLSECTIONS - HOUSE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020






GARAGE ATTIC111' - 6"


TREATED BASE PLATE - ANCHOR TO FOUNDATION W/ 1/2" DIA. THREADED ROD @ 72" O.C. MAX AND WITHIN 18" OF CORNERS OR OTHER APPROVED ANCHORING SYSTEM

SILL PLATE GASKET

CONCRETE FOUNDATION WALL - SEE FOUNDATION PLAN

CONT. KEYWAY

4" CONCRETE SLAB ON GRADE OVER 10 MIL VAPOR RETARDER ON 6" GRANULAR FILL

WOOD SIDING TO MATCH EXISTING OVER BUILDING WRAP ON 3/4" OSB SHEATHING

2X4 WOOD STUD CAVITY W/ 1/2" GWB OVER

CLEAR STONE


GUTTER

EPDM ROOF 3/8" / 12"




SLOPE DRIVEWAY AWAY @ 1/4":1'-0" MIN.


EXTERIOR WALL SCONCE

108' - 6"T/O DOOR

CLEAR STONE



CONT. KEYWAY


3/8" / 12"


744 SFG100

GARAGE


A3142 A314

1

14' -

9 3

/8"




GUTTER

EPDM ROOF

2X4 WOOD STUD CAVITY W/ 3/4" PLYWOOD OVER

WOOD SIDING TO MATCH EXISTING OVER BUILDING WRAP ON 3/4" OSB SHEATHING

TREATED BASE PLATE - ANCHOR TO FOUNDATION W/ 1/2" DIA. THREADED ROD AT 72" O.C. MAX AND WITHIN 18" OF CORNERS OR OTHER APPROVED ANCHORING SYSTEM



CONT. KEYWAY

SILL PLATE GASKET

REUSE SALVAGED WOOD CORBELS FROM ORIGINAL GARAGE

3/8" / 12"

Project number

Date



4/20

/202

0 11

:50:

48 A

M

A314

EXTERIORSECTIONS ANDWALL SECTIONS -GARAGE

PLN-19-01


JOEL AND MARGOPLANT

04/20/2020





1/4" = 1'-0"5 N/S BUILDING SECTION1/2" = 1'-0"3 WALL SECTION

joel and margo plant - cityofmadison.com€¦ · d100 first and second floor demolition plan -...

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