new single story addition 2020.09.08 10

56 805 (lot 69)4B HAWTHORNE LANE (HDC LOT #5)

HAWTHORNE PARK PARTNERS, LLC

105 NEWBURY STREET, 4TH FL

BOSTON, MA 02116

ANDREW KOTCHEN (WORKSHOP/APD)

PO BOX 521

212-273-9712

NANTUCKET, MA 02554

X

HWT - BARN - LOT 69

2020.09.08

67917

NEW SINGLE STORY ADDITION

5

1,508 SF917 SF42'-7"

52'-6"

29'

10



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MLW

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NANA

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HWT - BARNLOT 69

HWTHAWTHORNE PARK FLEX DEVELOPMENT

NANTUCKET MA 02554

SIGN & SEAL

COPYRIGHT © 2015 WORKSHOP/APD ARCHITECTURE DPC

HWTOWNER

WORKSHOP/APD ARCHITECTURE DPC39 West 38th Street, 7th Fl, New York, NY 10018

T: (212) 273-9712 [email protected]

AS NOTEDPROJ. NO.SCALE:

DRAWN BY:CHECKED BY:DATE:

ADK/AFH

DRAWING INFOCONSTRUCTION DOCUMENTS

MLW/PIN

HWT - 316012

AUGUST 30, 2017

ISSUES

ALL DESIGNS & SPECS ARE SUBJECT TOVERIFICATION OF EXG. FIELD CONDITIONS

REVISIONS

4B Hawthorne LnNANTUCKET, MA 02554

NOT FOR CONSTRUCTION

ARCHITECT

STRUCTURAL ENGINEER

SURVEYOR

CRAFT - ENGINEERING STUDIO39 West 38th Street, 7th Flr

New York, NY 10018T: (646) 912-9867

HAWTHORNE PARK PARTNERS, LLC105 Newbury Street

4th FloorBoston, MA 02116

08 September 2020HDC REVISION TO PREVIOUS CERTIFICATE #67917

PROJECT NO. HWT - 316012

4B Hawthorne LnNantucket, MA 02554

CONTRACTOR

GREEN SEAL ENVIRONMENTAL, INC114 State Road, Building B

Sagamore Beach, MA 02562T: (508) 888-6034

GREY LADY CONSTRUCTION, LLC105 Newbury Street, 4th Flr

Boston, MA 02116T: (508) 257-1325

01 HDC SUBMISSION01/24/201702 PRICING SET05/12/201703 CD PRICING SET06/08/2017

05 100% CD SET08/30/201704 DOB PERMIT SET08/04/2017

REVISIONS01 HDC REVISION02/14/201702 HDC REVISION03/07/2017

06 HDC REVISION TO PREV. CERT.09/08/2020

T-000TITLE SHEET

TYPE A - "BARN"

TYPE A - "BARN"

1,508 SF

R-20 (FLEX)20 FT.20 FT.5 FT.

7,568 SF7,500 SF30%2,270.4 SF--1,508 SF

Current ZoningMinimum FrontageFront SetbackSide/Rear Setback

Lot SizeMin. Lot SizeAllowable G.C.Max G.C.Existing G.C.Proposed G.C.Total G.C.

0056/805

ZONING INFORMATION

Map & Parcel

LIST OF DRAWINGSLOCUS PLANLOCUS PLAN

NOT TO SCALE

NOT TO SCALE

SHEETNUMBER TITLE

ISSUETYPE 01

/24/

2017

HDC

SUB

MIS

SION

02/1

4/20

17 H

DC R

EVIS

ION

03/0

7/20

17 H

DC R

EVIS

ION

03/2

1/20

17 H

DC R

EVIS

ION

05/0

1/20

17 D

OB P

ERM

IT S

ET

06/0

8/20

17 C

D SE

T

08/3

0/20

17 C

D SE

T

09/0

8/20

20 H

DC R

EVIS

ION

TO P

REV.

CER

T.

T-000 TITLE SHEET HDC • • • • • • • •G-100 GENERAL NOTES HDC • • • • • • • •L-100 SITE/LOT PLAN HDC • • • • • • • •A-200 ELEVATIONS HDC • • • • • • • •A-101 FLOOR PLANS HDC • • • • • • • •A-100 FLOOR PLANS HDC • • • • • • • •A-102 FLOOR PLANS HDC • • • • • • • •A-103 FLOOR PLANS HDC • • • • • • • •

LOT 69

SASH : BLACKTRIM : NATURAL (BOARD AND BATTEN SIDING, PLANK FRAME)

HDC APPROVED COLORS

TN

PN

A1011

SIM

1

24

3

A101

0 2' 4' 8'

ds

dC4

DRAWING BLOCK TITLE1 1/2" = 1'-0"

BLOCK TITd

+2"

0

4' - 10"

?01

1t

1hr

1i

1t

SD

6'-10"

1

FPSC

EP

CD

TYPE: 6/6 LITEFINISH: SASH:BLACK

TRIM: NATURALMODEL: DOUBLE HUNGMFGR: ANDERSEN 400



A



5' -

1"

2' - 8"3' - 3"

6' -

0"

TYPE: 4 LITEFINISH: SASH:BLACK

TRIM: NATURALMODEL: AWNINGMFGR: ANDERSEN 400

1' - 9"

3' -

6"

2' -

0"

3' - 3"

TYPE: 9 LITEFINISH: SASH:BLACK

TRIM: NATURALMODEL: FIXED/CASEMENTMFGR: ANDERSEN 400

5' -

4"

3' - 1"

B G

E F

TYPE: SINGLEFINISH: DOOR:BLACK

TRIM: NATURALMODEL: SWINGMFGR: BROSCOGROOVES: 1/4'' KERF

4' - 0"

8' -

0"

TYPE: DOUBLE FRENCHFINISH: DOOR:BLACK

TRIM: NATURALMODEL: FIXEDMFGR: ANDERSEN 400

3' - 0"

VARI

ES

TYPE: SINGLE FRENCHFINISH: DOOR:BLACK

TRIM: NATURALMODEL: SINGLE FRENCH SWINGMFGR: ANDERSEN

4' - 6"

TYPE: BARN DOORFINISH: NATURALMODEL: CUSTOMGROOVES: 1/4'' KERF

8' -

0".

6' - 0".

16' -

2 1

/2"

01 02 03

04

MATERIAL SYMBOLS

CONCRETE

STEEL

ALUMINUM

BRICK

FINISHED WOOD

CONTINUOUS BLKG/STRUCTURAL LUMBER

NON-CONTINUOUS BLKOR SHIM

EXISTING EARTH

COMPACTED FILL

GRAVEL

SAND

RIGID INSULATION

PLYWOOD

GLASSPLASIC LAM. OR WATERPROOFING MEMBRANE

GYPSUM WALL BOARD

BATT INSULATION

GLASS (ELEVATION)

OPENING OR VOID

DRAWING SYMBOLS

IDENTIFICATION SYMBOLS

REFERENCE SYMBOLS

PLAN NORTH

DRAWING TITLE

DETAIL REFERENCE

ELEVATION SYMBOLS

SECTION REFERENCE

GRAPHICAL SCALE

ELEVATION MARKER

SPOT ELEVATION

REFERENCE GRID LINE

PROPERTY LINE

BREAK LINE

VAPOR BARRIER

OBJECT ABOVE

DIMENSION LINE

ALIGNMENT

HIDDEN OBJECT

ROOM IDENTIFICATION

DOOR INDENTIFICATION

WALL TYPE

WINDOW TAG

CLG. MTD.SMOKE DETECTORHARDWIRE 120V WITH BATTERY

CLG. ELEVATION TAG

REVISION SYMBOLAND TAG

ELECTRICAL PANEL

INDICATES FIREPROOFSELF CLOSING DOOR

GENERAL NOTES:1. DRAWINGS ARE REPRESENTATIVE DOCUMENTS TO FACILITATE CONSTRUCTION.

CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TOCONSTRUCTION. THE HEIGHTS OF GRADE INDICATED ON DRAWINGS ARE APPROXIMATEAND ARE PROVIDED FOR INFORMATION ONLY. NOTIFY DESIGNER OF ANY ALTERATIONSOR DISCREPANCIES IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITHWORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO THESUB-CONTRACTORS UNDER HIS JURISDICTION.

3. THE CONTRACTOR IS TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS,INCLUDING THE TIMING AND SCHEDULING OF THEIR WORK AND THE LAYOUT OF THEIRSYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL SUB-CONTRACTORS WITHNECESSARY POWER AND ACCESS AND CONNECTIONS THROUGH FOUNDATION WALLS ASREQUIRED.

4. WORKSHOP/APD IS CONTRACTED TO SERVE AS THE OWNER'S REPRESENTATIVE DURINGCONSTRUCTION. A REPRESENTATIVE OF WORKSHOP/APD SHALL MAKE PERIODIC SITEVISITS TO VERIFY CONSTRUCTION PROGRESS AND WILL REPORT FINDINGS TO THEOWNER AND CONTRACTOR IN THE FORM OF A WRITTEN REPORT. THE CONTRACTORSHALL PROVIDE FREE ACCESS TO THE WORK TO THE OWNER, ARCHITECT,SUBCONTRACTOR, AND THEIR REPRESENTATIVES AT ALL TIMES.

5. THE CONTRACTOR SHALL ACKNOWLEDGE THAT JOB SITES ARE DIFFICULT ANDDANGEROUS PLACES TO WORK BY NATURE. AS SUCH, ALL NECESSARY PRECAUTIONSWILL BE TAKEN TO ENSURE THE SAFETY AND GENERAL WELL BEING OF HIS EMPLOYEES.CONTRACTOR SHALL PROVIDE GUARDS, RAILS,BARRICADES, FENCES, CATCHPLATFORMS, BRIDGING, DECKING, NIGHT LIGHTING, ETC. AS REQUIRED. THE USE OF ANYSTEREOS AND/OR RADIOS AND THE PRESENCE OF PETS OF ANY KIND ARE PROHIBITEDON THE JOB SITE.

6. DRAWINGS SHALL NOT BE SCALED BY HAND. USE ONLY PRINTED DIMENSIONS TOIDENTIFY SIZE AND DIMENSION OF MATERIALS AS SHOWN. CONTACT THE DESIGNER TOVERIFY ANY DIMENSION THAT HAS BEEN OMITTED FROM THESE PLANS.

7. CONTRACTOR TO PROVIDE ALL MATERIALS FOR A COMPLETE JOB AS INDICATED IN THEDRAWINGS BOTH GRAPHICALLY AND WRITTEN, IN CASE OFDISCREPANCIES, THE MORESTRINGENT AND/OR COSTLY EXAMPLE SHALL BE ASSUMED, CONSULT DESIGNER IFSUCH A SITUATION OCCURS.

8. SHOP DRAWINGS SHALL BE SUBMITTED TO WORKSHOP/DPC, PRIOR TO PROCEEDINGWITH WORK, FOR ALL MATERIALS THAT REQUIRE FABRICATION.WORKSHOP/DPC SHALLREVIEW AND RETURN SHOP DRAWINGS TO CONTRACTOR WITHIN A PERIOD OF TENWORKING DAYS FROM THE DATE OF SUBMITTAL.

9. CONTRACTOR SHALL FURNISH SAMPLES OF ALL MATERIALS, AND/OR FINISHES ASSPECIFIED FOR CONSTRUCTION AT THE REQUEST OF THE OWNER OR DESIGNER.

10. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERYRESPECT UNLESS NOTED OTHERWISE OR AT THE SPECIFIC AUTHORIZATION OF THEOWNER.

11. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.12. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE

WORK OR MAKE PARTS FIT TOGETHER PROPERLY, WITHOUT COMPROMISING QUALITYOF WORK.

13. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ANDPROTECTING ALL WORK FROM DAMAGE, BREAKAGE, COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE BUILDING CODES AND STANDARDS OF GOODPRACTICE.

14. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING SYSTEMS AT ALL TIMESFROM THE EFFECTS OF ADVERSE WEATHER (RAIN, SNOW, COLD, ETC.)AT NOADDITIONAL COST TO THE OWNER.

15. ALL WORK SHALL BE INSTALLED SO THAT REQUIRED PARTS ARE READILY ACCESSIBLEAND AVAILABLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR.

16. CONTRACTOR SHALL MAINTAIN CLEAR AND UNOBSTRUCTED ACCESS FROM ALLFLOORS TO STAIRWELLS AND EXTERIOR EXITS AT ALL TIMES.

17. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUSAREAS FROM ENTRY BY UNAUTHORIZED PARTIES.

18. CONTRACTOR SHALL PROVIDE PROTECTION OF ALL WINDOWS AND DOORS DURINGCONSTRUCTION. MEANS OF PROTECTION SHALL NOT BE ATTACHED TOWINDOW ANDDOOR FRAMES.

19. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE REQUIRED TO COORDINATEWITH OTHER SUBCONTRACTORS AS NECESSARY, INCLUDING THOSE HIRED UNDERSEPARATE CONTRACT BY THE OWNER. EACH SUBCONTRACTOR SHOULD COMPLETEWORK ON AN EXPEDIENT AND REASONABLE SCHEDULE, IN A MANNER THAT DOES NOTDELAY OTHER TRADES AND SUBCONTRACTORS FROM COMPLETION OF WORK.

20. ALL NAILS AND FASTENERS IN AREAS PRONE TO MOISTURE SHALL BE "HOT DIPPEDGALVANIZED" UNLESS NOTED OTHERWISE.

21. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMAN ON THE JOB SITE AT ALL TIMESTO PERFORM WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOODWORKMANSHIP, SOUND BUSINESS PRACTICE AND IN THE BEST INTEREST OF THEOWNER.

22. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONSERVICES OF LOCAL AUTHORITIES OTHER THE ACTUAL BUILDING PERMIT AND HISTORICDISTRICT COMMISSION APPROVAL, WHICH SHALL BE SECURED BY THE OWNER ORDESIGNER PRIOR TO THE SCHEDULED START DATE. ALL INSPECTIONS, RECORDS ANDCERTIFICATE OF OCCUPANCY SHALL BE GIVEN TO THE OWNER AT THE END OF THE JOB.THE JOB SHALL NOT BE CONSIDERED COMPLETE UNTIL THE CERTIFICATE OFOCCUPANCY IS ISSUED.

23. ALL WORK SHALL CONFORM TO ALL APPLICABLE NATIONAL, STATE AND LOCALBUILDING, PLUMBING, ELECTRICAL, AND LIFE SAFETY CODES, EVEN WHEN NOTSPECIFIED IN THE DRAWING, NOTES, OR SPECIFICATIONS. IF ANY CODE IS IN CONFLICTWITH THESE, THE CONTRACTOR SHALL REPORT SUCH TO CWA FOR REVISIONS PRIOR TOBIDDING. IN THE EVENT OF CONFLICT BEWDHEEN APPLICABLE CODES OR REGULATIONSAND REFERENCE STANDARDS OF THESEPLANS AND SPECIFICATION, THE MORESTRINGENT PROVISIONS SHALL GOVERN.

24. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES TO ENSURESAFE DIGGING.

25. A REGISTERED SURVEYOR SHALL BE REQUIRED TO SET ALL FOUNDATION CORNERS,ELEVATIONS AND DIMENSIONS ON SITE.

26. USE OF THESE DRAWINGS MUST BE IN COMPLIANCE WITH ALL OCCUPATIONAL SAFETY& HEALTH ADMINISTRATION [OSHA] REQUIREMENTS.

FOUNDATION NOTES:1. FOUNDATION NOTES ARE APPLICABLE TO ALL CONDITIONS UNLESS OTHERWISE NOTED.2. ALL FOUNDATION WALLS SHALL BE 10" THICK CONCRETE, MINIMUM 3000PSI AT 28

DAYS, UNLESS OTHERWISE NOTED.3. FOUNDATION WALLS SHALL BE KEYED INTO FOOTINGS.4. FOOTINGS SHALL BE A MINIMUM OF 1'-0"D X 2'-0"W WITH 3-#4 CONTINUOUS

HORIZONTAL BARS. HORIZONTAL REINFORCING SHALL BE PLACED AT 3" ABOVE BOTTOMOF FOOTING.

5. ALL FOOTINGS AND CONCRETE PIERS SHALL EXTEND 4'-0" BELOW GRADE MINIMUM.6. CONCRETE PIERS SHALL HAVE BELL CAST FOOTING. BASE OF BELL SHALL BE 3 TIMES

WIDTH OF PIER; DEPTH OF BELL SHALL EQUAL WIDTH OF PIER. TAPER OF BELL SHALL BE45 DEG. ANGLE MINIMUM.

7. ALL PERIMETER FOUNDATION WALLS SHALL HAVE WATERPROOFING APPLIED TO THEEXTERIOR.

8. FOUNDATION WALLS SHALL INCORPORATE 16" LONG - 1/2" DIAMETER ANCHOR BOLTS AT32" O.C. MINIMUM, ON ALL PERIMETER WALLS. A MINIMUM OF WDHO BOLTS SHALL BEUSED AT EACH SILL PLATE. HOLD BOLTS 18" OFF CORNERS MINIMUM. APPROVAL OFTOPSOIL REMOVAL SHALL BE IN THE FORM OF ACHANGE ORDER.

9. CONCRETE FLOOR SLABS SHALL BE 4" THICK MINIMUM AND BE REINFORCED WITHWELDED WIRE MESH OR FIBER MESH REINFORCING. REINFORCING SHALL BE PLACED ATTHE CENTER OF THE SLAB. FLOOR SLABS SHALL BE POURED OVER 4" GRAVEL BASE AND6 MIL. POLY-VAPOR BARRIER ON STRUCTURALLY COMPACTED OR UNDISTURBED SOIL.

10. CONTRACTOR AND SUBCONTRACTORS SHALL USE CLEAN SAND, WELL GRADED ANDFREE FROM ANY DELETERIOUS SUBSTANCES, AND CLEAN WATER,TAKEN FROM ASOURCE SUITABLE FOR DOMESTIC CONSUMPTION.

11. FOR ALL BRICK OR STONE FINISHES THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THEDESIGNER FOR APPROVAL, PRIOR TO INSTALLATION.

12. ANCHORS AND TIES SHALL BE CORROSION PROOF AND GALVANIZED AFTERFABRICATION.

13. COLD WEATHER INSTALLATIONS FOR CONCRETE, WHEN AIR TEMPERATURE IS BELOW 40DEGREES F, REQUIRE APPROVAL BY THE DESIGNER.

14. MASONRY WORK SHALL BE PLUMB, TRUE TO LINE, WITH COURSES LEVEL. BUILD IN ALLMETAL TIES AND ANCHORS AS WORK PROGRESSES.

15. CONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH THE FOLLOWINGSTANDARDS: HOLLOW UNITS - ASTM C-90; SOLID UNITS - ASTM C-145;PORTLANDCEMENT - ASTM C-150; MASONRY CEMENT - ASTM C-91 (NON-STAINING CEMENT SHALLBE USED WHERE NON-STAINING MORTAR IS REQUIRED);HYDRATED LIME - ASTM C-207.6. C.M.U., BOTH BOTTOM AND ENDS, SHALL BE SET IN A FULL BED OF MORTAR WITHJOINTS OF UNIFORM THICKNESS ANDHEAD JOINTS IN ALTERNATE COURSES PLUMB OVERTHE ONES BELOW.

16. ALL JOINTS SHALL BE TOOLED AS SOON AS POSSIBLE AFTER INITIAL SET. FLUSH JOINTSSHALL NOT BE PERMITTED.

17. REFER TO DETAILS FOR FURTHER INFORMATION.

PLUMBING/MECHANICAL NOTES:1. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER

CUTTING OR DRILLING.2. ALL PLUMBING/MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES,

BE PERFORMED BY A LICENSED TRADESPERSON, AND BE COMPLETED INACCORDANCE WITH THE DIRECTION OF LOCAL BUILDING CODE OFFICIALS.SUBCONTRACTORS AND TRADESPERSONS ARE RESPONSIBLE FOR OBTAININGREQUIRED PERMITS FOR THEIR TRADE, SCHEDULING AND COMPLETING REQUIREDINSPECTIONS AND OPERATING ON A REASONABLE AND EFFICIENT SCHEDULE THATDOES NOT DELAY THE WORK OF OTHER TRADES.

3. ALL MATERIALS SHALL BE SIZED IN ACCORDANCE WITH THE PROPOSED PLANS,ALLOWING FOR FUTURE EXPANSION IF INDICATED. ALL WORK SHALL BE INSTALLEDSO THAT REQUIRED PARTS ARE READILY ACCESSIBLE AND AVAILABLE FORINSPECTION, OPERATION, MAINTENANCE AND REPAIR.

4. ALL PRODUCTS, MATERIALS AND FIXTURES SHALL BE INSTALLED IN A MANNERCONSISTENT WITH SOUND PRACTICE AND QUALITY WORKMANSHIP.

5. PLUMBING WORK SHALL INCLUDE ALL LABOR AND MATERIALS FOR ALL PIPING,FIXTURES, HOT WATER HEATER, AND SEWER/SEPTIC CONNECTIONS. THIS INCLUDESCONNECTIONS FOR AN ICEMAKER IN THE REFRIGERATOR, THE DISHWASHER, ANDWASHING MACHINE AS INDICATED ON PLANS. THE KITCHEN SINK WILL HAVE AGARBAGE DISPOSAL.

6. HOT WATER HEATER SHALL BE PROPANE FIRED HOT WATER HEATER, POWERVENTED, 45 GALLON CAPACITY ("SUPER STORE" OR APPROVED EQUIVALENT).

7. PLUMBER SHALL FURNISH AND INSTALL 500 GAL. UNDERGROUND PROPANESTORAGE TANK, AND ALL REQUIRED PIPING TO BOILER, CLOTHES DRYER ANDKITCHEN RANGE.

8. HEATING WORK SHALL INCLUDE ALL LABOR AND MATERIALS, ELECTRICAL/PLUMBINGCONNECTIONS, AND INSTALLATION AS THEY OCCUR. DESCRIPTION OF SPECIFIC UNITSHALL BE PART OF THE BID. STANDARD HEATING UNIT SHALL BE PROPANE FIREDRADIANT HOT WATER BASEBOARD SYSTEM WITH EFFICIENCY RATING OF 94 UNIT ISTO BE SIDEWALL VENTED. UNIT SIZE SHALL BE SIZED TO ACCOMMODATE THE ENTIREHOUSE AT 78DF AT A 0DF EXTERIOR TEMPERATURE. HEATING SYSTEM SHALL BECAPABLE OF OPERATING AT PEAK EFFENCENCY AT A TEMPERATURE OF 72°F. HEATINGSYSTEM SHALL BE DIVIDED INTO WDHO ZONES. THERMOSTATS SHALL BE DIGITALAND PROGRAMMABLE.

9. VENT TO THE EXTERIOR ALL BATHROOMS WHICH DO NOT HAVE OPERABLE WINDOWS.

FRAMING NOTES:1. ALL WOOD FRAMING MEMBERS SHALL BE STRUCTURAL GRADE #2 OR BETTER.2. ALL WOOD SHALL COMPLY WITH THE U.S. DEPARTMENT OF COMMERCE AMERICAN

LUMBER STANDARDS SIMPLIFIED PRACTICE AND GRADING REQUIREMENTS OF ARECOGNIZED ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED.

3. WOOD SHALL BE FROM LIVE STOCK, THOROUGHLY SEASONED, WELL MANUFACTUREDAND GENERALLY FREE FROM WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING ORNAILING.

4. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19 % AT THE TIME OFCONSTRUCTION.

5. ALL PLAN DIMENSIONS ARE TO OUTSIDE OF FRAMING MEMBERS AND CENTERLINE OFOPENINGS. VERIFY ALL ROUGH OPENINGS WITH WINDOW AND DOOR SCHEDULE.

6. ALL EXTERIOR WALLS, AND INTERIOR PARTITION WALLS BEHIND TOILETS, SHALL BE2"X6" STUD CONSTRUCTION AT 16" O.C. TYPICAL. ALL OTHER INTERIOR PARTITIONWALLS SHALL BE 2"X4" STUD CONSTRUCTION AT 16" O.C. TYPICAL. WALLS SHALL HAVESINGLE SHOE AND DOUBLE TOP PLATE.

7. JOIST HANGARS SHALL BE USED AT ALL FLUSH-FRAMED FLOOR JOISTS. JOISTSOVERLAPPING AT A SUPPORTING BEAM, SHALL OVERLAP 3" MINIMUM.

8. PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL FLOORJOISTS. BLOCKING SHOULD BE SPACED 4'-0" O.C. MINIMUM AND 8'-0" O.C.MAXIMUM.

9. DOUBLE FLOOR JOISTS OR BLOCKING SHALL BE PROVIDED BELOW ALL INTERIORPARTITION WALLS.

10. SIZES OF WOOD MEMBERS ARE NOMINAL SIZES. ALL LUMBER SHALL BE SURFACED ONFOUR SIDES, UNLESS NOTED OTHERWISE.

11. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPERCUTTING OR DRILLING

12. INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS, PROVIDE 1/2" AIRSPACE ATENDS AND SIDES OF GIRDERS FRAMED INTO MASONRY OR CONCRETE. WOOD SHIMSUNDER THE ENDS OF GIRDERS SHALL NOT BE PERMITTED.

13. MINIMUM BEARING OF JOISTS FRAMED INTO MASONRY SHALL BE 3".14. JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE BUTTED AND TIED

TOGETHER, OR NAILED TOGETHER WITH A MINIMUM OVERLAP OF 4".15. EXTERIOR AND BEARING WALL CONSTRUCTION SHALL INCLUDE ADEQUATE RESISTANCE

TO WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE OF STRUCTURALSHEATHING TO PLATES.

16. JAMB STUDS, EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, SHALL BEINSTALLED AT ALL WINDOW AND DOOR OPENINGS TO FORM RIGID ENCLOSURE.

17. PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE APA (AMERICANPLYWOOD ASSOCIATION)

18. EXTERIOR TYPE HARDWOOD PLYWOOD, "TECHNICAL" OR "TYPE 1", MAY BE USED FORANY PART OF THE STRUCTURE.

19. STRUCTURAL INTERIOR TYPE, "STRUC-INT.", PLYWOOD MAY BE USED FOR ALL INTERIORWORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THEWEATHER.

20. INTERIOR PLYWOOD, "INT." OR "TYPE 2" MAY BE USED FOR INTERIOR WORK, EXCEPTBATHROOM AND SHOWER ENCLOSURES.

21. ROOF SHEATHING: 3/4" EXTERIOR GRADE T&G "TECHNICAL" PLYWOOD NAILED AT 10"O.C. WITH GALVANIZED 10D COMMON NAILS.

22. FLOOR SHEATHING: 3/4" STRUCTURAL "STRUCT-INT" PLYWOOD NAILED AT 10" O.C. WITH10D COMMON NAILS.

23. EXTERIOR WALL SHEATHING: 1/2" EXTERIOR GRADE "TECHNICAL" PLYWOOD NAILED AT6" O.C. WITH GALVANIZED 6D COMMON NAILS.

24. ALL OTHER SHEATHING: 1/2" INTERIOR GRADE "INT" PLYWOOD NAILED AT 6" O.C. WITH6D COMMON NAILS.

25. FRAME ALL RAFTERS OPPOSITE EACH OTHER AT RIDGE WITH TIES OR RIDGE BOARD.THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF THE RAFTERS.

EXTERIOR FINISH NOTES:1. BUILDING PAPER SHALL BE INSTALLED OVER ALL EXTERIOR SHEATHING TO RESIST

MOISTURE AND WIND INFILTRATION. WALLS SHALL HAVE MINIMUM 15#FELT PAPER,ROOFS SHALL HAVE MINIMUM 30# ASPHALT IMPREGNATED FELT PAPER, WITH NOT LESSTHAN 4" OVERLAP. FELT SHALL CONTINUE BEHIND ALL EXTERIOR TRIM, DOUBLED ANDFOLDED INTO OPENINGS.

2. PROMPTLY REMOVE ALL MANUFACTURERS' STICKERS FROM GLASS AFTER INSTALLATION.3. KEEP AREAS TO BE INSULATED CLEAN AND DRY. DO NOT INSTALL INSULATION WHERE IT

MAY BE EXPOSED TO WATER. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS ANDBUILDING CODE REQUIREMENTS. PROVIDE INSECT SCREEN OR BARRIER AT ALL VENTOPENINGS.

4. EXTERIOR FOUNDATION TO BE PARGE.5. DECKS SHALL USE 1" X 4" MAHOGANY, CONFIRM, LAID FLAT WITH 1/4" REGULAR SPACING.

ALL FLOORING AND DECKING SHALL BE TREATED % BOILED LINSEED OIL/50 % CUPRINOLAND WITH A MIXTURE OF 50 TRAFFIC SHALL BE PREVENTED OVER FINISHED SURFACESFOR THE PERIOD OF ONE WEEK.

6. EXTERIOR STEPS SHALL BE EQUAL TO DECK CONSTRUCTION, TRIM AND FINISH. RISERSSHALL MATCH TRIM MATERIAL. NOSING SHALL PROJECT 3/4".

7. ALL EXTERIOR STEPS SHALL LAND ON TO A 4" CONCRETE PAD SET ON A 4" GRAVEL BASEON STRUCTURALLY COMPACTED SOIL. PAD SHALL BE 6" WIDER THAN STEPS ANDPROJECT FROM LAST RISER 6" TOWARD DECK AND 18" AWAY FROM DECK.

8. PORCH CEILINGS SHALL BE 1X8 CEDAR NATURAL TO WEATHER, SQUARE GROVE.9. PORCH POSTS SHALL BE 4X4 STRUCT. CORE WRAPPED W/ 5 1/4" SQ. NATURAL CEDAR

TRIM.10. SIDEWALL SHINGLES SHALL HAVE A MAXIMUM EXPOSURE OF 5", WITH DOUBLED

SHINGLES AT ALL EAVES AND STARTER COURSE. BUTTS OF THE SHINGLES SHALLPROJECT 1 1/2" MINIMUM FROM THE EDGE OF THE ROOF EAVES TO ENSURE PROPERSPILLAGE.

11. WINDOW CAPS OR TRIM AND ALL OTHER PROJECTIONS AT POINTS WHERE RAINACCUMULATES OR RUNS OFF SHALL BE PROVIDED WITH FLASHING.FLASHING FOR REDCEDAR SHINGLES SHALL BE COPPER. SUCH FLASHING SHALL EXTEND A MINIMUM OF 6"UP THE WALL UNDER THE SHEATHING PAPERAND NOT LESS THAN 6" HORIZONTALLY.FLASHING SHALL BE SUFFICIENT LENGTH TO COVER THE COURSE ABOVE WITHOUT BEINGPUNCTURED BY NAILS.

12. A CONTINUOUS RIDGE VENT SHALL BE PROVIDED AT ALL ROOF RIDGES, WHEREREQUIRED. SOFFIT VENTING SHALL BE PROVIDED AS INDICATED ON DETAIL DRAWINGS.

13. PROVIDE STEP FLASHING AT ALL CHIMNEY LOCATIONS.14. SIDEWALL SHALL BE WHITE CEDAR SHINGLES, GRADE B. SHINGLES SHALL BEAR THE

OFFICIAL GRADE MARKED LABEL OF THE CEDAR SHINGLE BUREAU.15. CEDAR SHINGLES AND/OR BOARD&BATTEN SHALL HAVE NATURAL FINISH.16. RIDGE VENTS SHALL BE "CORE VENT" OR EQUAL, EXTENDING ALONG ALL RIDGE LINES.

TERMINATE RIDGE VENTS 12" FROM END OF RIDGE. COVERED W/SHINGLES.17. EXTERIOR TRIM SHALL BE SPECIFIED AS FOLLOWS:

A. WINDOW AND DOOR JAMBS: 1"X5" RED CEDAR WINDOW AND DOOR HEADS: 5/4"X4" RED CEDAR, EXTENDED 3/4" BEYOND JAMB CASING. HEADS TOHAVE CONTINUOUS COPPER DRIP CAP.

B. WINDOW SILLS: WHEN NOT WOOD BY MANUFACTURER SHALL BE PRIMED PINE 2X2 W/ 7D TOP BEVEL EXTENDED 3/4" BEYOND JAMB CASING.

DOORSILLS: INSTALLED BY MANUFACTURERC. CORNER BOARDS: 6" EA. WY. RED CEDAR (IF APPLICABLE)D. RAKE BOARDS: 1X8 RED CEDARE. FASCIA BOARDS: 1X8 RED CEDARF. RAKE/FASCIA TRIM BOARDS: 1X3 RED CEDARG. FRIEZE BOARDS TO BE 1X6 BLOCKED OUT 1 1/2" TO ACCOMMODATE SOFFIT

VENTING & TOP OF SHINGLES (IF APPLICABLE)H. ALL TRIM TO BE PAINTED: SEE SCHEDULE

DOOR AND WINDOW SASHES PAINTED : BLACK18. ALL EXTERIOR TRIM SHALL BE PLANED ON ALL FOUR SIDES AND HAVE SQUARED

EDGES.19. WINDOW & DOOR MANUFACTURERS AND SIZES AND HARDWARE SHALL BE

SPECIFIED IN DOOR AND WINDOW SCHEDULE.20. INSULATION SHALL BE SPECIFIED AS FOLLOWS:

A. EXTERIOR WALLS: 5" R-21 BATT INSULATION. INSTALL 4 MIL. POLY-VAPOR BARRIER AT INSIDE FACE OF ALL EXTERIOR WALLS.

B. ROOF: 9 1/4" R-38 BATT INSULATION. INSTALL 4 MIL. POLY-VAPOR BARRIER ATINSIDE FACE OF ALL EXTERIOR WALLS

C. INTERIOR WALLS AND CEILINGS: USG 3" TERMAFIBER SOUND ATTENUATION BLANKETS

D. FOUNDATION INSULATION: 4" RIGID INSULATION SECURED TO EXTERIOR FACEOF WALL

E. FIRST FLOOR INSULATION: 9 1/4" R-30 BATT INSULATION21. CAVITIES SHALL SUPPORT PROPER VENTING, INCLUDING THE INSTALLATION OF

BAFFLES BEWDHEEN ALL RAFTERS. KEEP ALL VENTILATION SPACE UNOBSTRUCTED.22. EXTERIOR BRICK SHALL MEET STANDARDS OF THE BRICK INSTITUTE OF AMERICA (BIA)FOR EXTERIOR/SEVERE WEATHER USE.

GLAZING NOTES:1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ALL GLAZING (WINDOW, DOOR, OR

OTHERWISE) ADJACENT TO A WALKING SURFACE, STAIR, LANDING,TUB OR SHOWERSAFETY LAMINATED GLASS MEETING THE REQUIREMENTS OF THE MASSACHUSETSSTATE BUILDING CODE, NANTUCKET, AND ANY OTHER APPLICABLE LOCAL OR NATIONALCODE.

2. PROVIDE SHOWER ENCLOSURES AS INDICATED ON THE PLANS. GLASS TO BE LOW IRON,CLEAR GLASS.

ABBREVIATIONSABOVE FINISHED FLOOR AFFACCESS PANEL A.P.ACOUSTICAL ACOUS.ADJACENT ADJ.AIR CONDITIONING A/CALUMINUM AL.APPROXIMATE APPROX.ARCHITECTURAL ARCH.BLOCKING BLKGBY OTHER/OWNER B.O.CEILING CLG.CEILING HEIGHT C.H.CENTER LINE CL.CERAMIC TILE C.T.COLUMN COLCONCRETE CONC.CONSTRUCTION CONST.CONTINUOUS CONT.DETAIL DTL.DIMENSION DIM.DOOR DR.DOUBLE DBL.DOWN DN.DRAING DWG.EACH EA.ELECTRIC/ELECTRICAL ELEC.ELEVATION ELEV.EMERGENCY EMER.EQUAL EQ.EQUIPMENT EQPT.EXISTING EXIST.EXTERIOR EXT.FINISH FINFINISH FLOOR FIN. FL.FIREPROOF FPRF.SELF-CLOSING S.C.FLOOR FL.FLUORESCENT FLUOR.FOOR/FEET FT.GLASS GL.GRILLE GRL.GROUND FAULT INTER. GFI.GYPSUM WALLBOARD GWBHANDRAIL HNDRL.HARDBOARD HDBD.HARDWOOD HDWD.HEATING, VENT. & A/C HVACHOLLOW CORE HCHOLLOW METAL H.M.HORIZONTAL HORIZ.INCHES IN.INSULATION INSUL.JUNCTION BOX J.B.LAMINATE LAM.LOW VOLTAGE L.V.

MATERIAL MATL.MAXIMUM MAX.MECHANICAL MECH.METAL MTL.MINIMUM MIN.MISCELLANEOUS MISC.MOLDING MLDG.MOUNTED MTD.MULLION MUL.NOMINAL NOM.NOT APPLICABLE N.A.NOT IN CONTRACT N.I.C.NUMBER NO.ON CENTER O.C.OPENING OPNGOPPOSITE/OPPOSITE HAND OPP./OPHPAINTED PTD.PARTITION PARTN.PLASTER PLPLASTIC LAMINATE P.LAMPLYWOOD PLYWD., PLY.QUANTITY QTY.RECESSED REC.REQUIRED REQ'DRETURN AIR R.A.REVISE/REVISION REV.ROUGH OPENING R.O.SCHEDULE SCHED.SECTION SECT.SHEET SHT.SIMILAR SIM.SOLID CORE SCSQUARE FOOT SQ.FT.STAINLESS STEEL S.STL.STANDARD STD.STEEL STL.STORAGE STOR.TELEPHONE TEL.TO BE DETERMINED T.B.D.TYPICAL TYP.UNLESS OTHERWISE NOTED U.O.N.VERIFY IN FIELD V.I.F.VINYL COMPOSITION TILE VT/VCTWITH W/WITHOUT W/OWOOD WD.

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MLW/EAR/SEG/JSL

HWT - 316012

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ISSUES


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STRUCTURAL ENGINEER

SURVEYOR


New York, NY 10018T: (646) 912-9867

HAWTHORNE PARK PARTNERS, LLC105 Newbury Street, 4th Floor

Boston, MA 02116

CONTRACTOR



01 HDC REVISION02/14/201702 HDC REVISION03/07/2017

GREY LADY CONSTRUCTION, LLC105 Newbury Street, 4th Floor

Boston, MA 02116T: (508) 257-1325

01 HDC SUBMISSION01/24/201702 DOB PERMIT SET05/01/201703 PRICING SET05/12/201704 CD PRICING SET06/08/201705 100% CD SET08/30/201706 HDC REVISION TO PREV. CERT.09/08/2020

G-100GENERAL NOTES

TYPE A - "BARN"

CLG. MTD. COMBINED SMOKE+C02 DETECTORHARDWIRE 120V WITH BATTERY

WINDOW TYPES

DOOR TYPES

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MLW/EAR/SEG/JSL

HWT - 316012

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ISSUES


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STRUCTURAL ENGINEER

SURVEYOR


New York, NY 10018T: (646) 912-9867


Boston, MA 02116

CONTRACTOR





Boston, MA 02116T: (508) 257-1325


L-100SITE/LOT PLAN

TYPE A - "BARN"

FIRST FLOOR0' - 0"

SECOND FLOOR10' - 0"

2ND FLR HEAD HEIGHT 115' - 6"

1ST FLR HEAD HEIGHT8' - 0"

RIDGE27' - 3"

BASEMENT FLOOR-9' - 11"


GRADE-1' - 9"

27' -

3"

9' -

11"

10' -

0"

SHINGLE ROOF TYP.

BOARD AND BATTEN SIDING

CEDAR RAKE, FASCIA ANDTRIM, TYP.

PARGED CONCRETEFOUNDATION, TYP.

125

F F F F

01AC 02

G G

(Elev: 30'-3'' )

(Elev: 59'-3'' )

(Elev: 20'-9' )

BOTTOM OF FOOTING-11' - 3"

01 01

109 108

T.O. WALL 17' - 8"

T.O. WALL 216' - 3 3/4"

EQEQ

S1

1' -

3"

E

FIRST FLOOR0' - 0"


2A-300


1ST FLR HEAD HEIGHT8' - 0"

RIDGE27' - 3"



GRADE-1' - 9"

10' -

0"

9' -

11"

SHINGLE ROOF TYP.

BOARD AND BATTEN SIDING



BRICK CHIMNEY, TYP.

CEDAR TRELLIS

125

29' -

0"

01

A

F

A

F F F

AAA

03

AC

(Elev: 32'-0'' )

(Elev: 59'-3'' )

(Elev: 20'-9' )


LOFT19' - 2 1/2"

F

WD-1

WD-2

CHIMNEY HIEGHT31' - 4 3/4"

T.O. WALL 17' - 8"

T.O. WALL 216' - 3 3/4"

EQ EQ

S1

EQ EQ

FIRST FLOOR0' - 0"


1A-300

RIDGE27' - 3"


GRADE-1' - 9"

BOARD AND BATTENSIDING



BRICK CHIMNEY, TYP.

CEDAR TRELLIS

12

10

29' -

0"

9' -

11"

10' -

0"

B

E



LOFT19' - 2 1/2"

B

CHIMNEY HIEGHT31' - 4 3/4"

T.O. WALL 17' - 8"

T.O. WALL 216' - 3 3/4"

B B

E E E

B

FIRST FLOOR0' - 0"


RIDGE27' - 3"


GRADE-1' - 9"

12

10

A A

BOARD AND BATTENSIDING

CEDAR RAKE,FASCIA AND TRIM,TYP.


BRICK CHIMNEY,TYP.

AC


B B

B B

E

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HWT - 316012

AUGUST 30, 2017

ISSUES


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SURVEYOR


New York, NY 10018T: (646) 912-9867


Boston, MA 02116

CONTRACTOR





Boston, MA 02116T: (508) 257-1325


A-200ELEVATIONS

TYPE A - "BARN"

1/4" = 1'-0"3SOUTH ELEVATION - BACK

1/4" = 1'-0"1NORTH ELEVATION - FRONT

1/4" = 1'-0"2EAST ELEVATION - SIDE A

1/4" = 1'-0"4WEST ELEVATION - SIDE B

1. BUMP-OUT MASS EXTENSION

HDC SUBMISSION - 04.27.2017





SD

CD

42' -

7"

14' - 11" 37' - 7" 4' - 10 1/2"

UPUP

3' -

10"

38' -

9"

57' - 4 1/2"

A-200

1

A-200 2 A-2004

A-200

3

051 052

01

18' -

10"

3' -

10"

FUTURE BATH

22' -

8"

7' - 6" 17' - 11 1/2" 7' - 10" 17' - 10 1/2"B

FUTURE BEDROOM

18 R

@ 6

-3/4

"17

T@

10"

W/ 1

" NOS

E

16 R

@ 7

" 15

T @

12" W

/ 1" N

OSE

FLOOR: CONCRETEWALLS: PAINTEDCEILINGS: PAINTED

3' -

0"3'

- 10

"17

' - 2

"18

' - 7

"

BASEMENT001

A-405 7

6

8

9

LINE OF FOOTING

REINFORCED CONCRETEFOUNDATION WALL

1/8" RELIEF CUTS IN CONCRETE FLOOR, TYP

13' -

3 1

/2"

4' -

9"

WOOD STAIRS

.

FUTURE DEN

CL

CL

MECHANICAL002

PROPOSED LOCATION FORELEC/MECH/HVACEQUIPMENT - PROVIDEPOWER AND CONNECTIONSAS REQUIRED.

(UNFINISHED SPACE)

5/A5

01

HOUSE MAIN

SUMP PIT 6' -

0"16

' - 8

"

42' -

7"

7' - 6" 49' - 10 1/2"

57' - 4 1/2"

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ADK/AFH


MLW/EAR/SEG/JSL

HWT - 316012

AUGUST 30, 2017

ISSUES


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ARCHITECT

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SURVEYOR


New York, NY 10018T: (646) 912-9867


Boston, MA 02116

CONTRACTOR





Boston, MA 02116T: (508) 257-1325


A-100FLOOR PLANS

TYPE A - "BARN"

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

CD

37' - 7"14' - 11"

LIVING101

KITCHEN/DINING102

MUDROOM103

POWDER104

ENTRY100

18' -

7"

24' -

0"

7' - 0"

23' -

1"

A-200

1

A-200 2 A-2004

A-200

3

A-400

1

A-402 2

45' - 0"7' - 6"

52' - 6"

4' - 0"

9' - 3 1/2" 11' - 6" 16' - 7 1/2"

A-400

5

A-401

1

A-4055

A

A

AAAAA

01

0301

21 30

69

5' - 4 1/2" 2' - 1 1/2" 9' - 1 1/2" 6' - 3" 7' - 2" 7' - 4" 5' - 8 1/2" 5' - 9" 3' - 8 1/2"

7' - 5 1/2" 7' - 5 1/2" 1' - 10" 13' - 3 1/2" 13' - 2 1/2" 5' - 6" 3' - 9"

18' - 3 1/2"

2

3

4

2

44

2

3

4

3

3

1

A-405

1

18 R

@ 6

-3/4

"17

T@

10"

W/ 1

" NOS

E

0101

E

3' -

11 1

/2"

7' - 0 1/2"10 1

/2"

3' -

0 1/

2"

6' - 6"

7' -

8 1/

2"

9' -

4 1/

2"

2' - 8"

CONCRETE BENCH (REF TO ELEV)

4" STONE HEARTHSUPPORT PER STRUCT. DWGS

6' -

10 1

/2"

10' -

3"

6' -

10 1

/2"

3' -

2 1/

2"5'

- 7"

5' -

7"4'

- 3"

04 04

WOOD STAIR

6

2' -

3"

DOORISLAND

6"6"3' - 3" 3' - 3"

6"8'

- 2"

6"

3' -

4"

8' -

5 1/

2"6'

- 0"

8' -

6"

18 R

@ 6

-3/4

"17

T@

10"

W/ 1

" NOS

E

4' -

6"7'

- 6"

CL

8' -

2"14

' - 1

1"

4' - 10 1/2" 2' - 2"CL

7' - 6" 18' - 3"

ALIGN

BBQ BY OTHERS

8

4' -

2 1/

2"12

' - 9

"

1' -

0" T

YP.

4' - 0"

11' - 3"

4' -

0"2'

- 1"

STAIR SUPPORTED ONWOOD WRAPPEDPOSTS - COORD ADHSTEEL SUPPORTS BYENGINEER

P-50

HOSE BIBPER SCHEDULEEQ EQ

4/A5

19

1/A5

15

2/A515

6/A515

DN

UP

DN

1' - 8"

3' -

0 1/

2"1'

- 2"

1 1/2" 1 1/2"

W/D

BENCH

14' - 0"

12' -

0"

5' -

8 1/

4"

BATH107

WIC108

4' - 3 1/4"3' - 1" 6' - 2 1/4"

BEDROOM106

VESTIBULE105

4' -

9 1/

4"6'

- 0

1/2"

6' -

0 1/

2"6'

- 6

1/4"

5' -

7"5'

- 7"

4' -

3"

STEPS, SEE LANDSCAPE PLANS

DECK AND PAVERS,SEE LANDSCAPE PLANS

3' -

10"

38' -

9"

42' -

7"

42' -

7"

52' - 6"

E

10' -

4"

2' -

6 1/

2"

69

E

B

B

B

E

E

B

B

30

02

SIGN & SEAL


HWTOWNER





ADK/AFH


MLW/EAR/SEG/JSL

HWT - 316012

AUGUST 30, 2017

ISSUES


REVISIONS



ARCHITECT

STRUCTURAL ENGINEER

SURVEYOR


New York, NY 10018T: (646) 912-9867


Boston, MA 02116

CONTRACTOR





Boston, MA 02116T: (508) 257-1325


A-101FLOOR PLANS

TYPE A - "BARN"

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

CD

SD

SD

SD

CD

2A-300

1A-300

45' - 0"7' - 9"

10' -

7"

2' -

10"

10' -

7"

BEDROOM 1205

HALL200

BATH203

M. BATH202

UP

DN

CLOSET MECH.

24' -

0"

CLOSET

20' -

6"

3' -

6"

11' -

3 1

/2"

11' -

3 1

/2"

18' - 1"5' -

4 1/

2"

12' - 7"

17' -

3"

18' - 1"

A-200

1

A-200 2

A-200

3

(LOFT ABOVE)

A-401

11

A-404

5

A-404 2

A-401

5

3

1

F F F F

FFFF

B

G G

250

251 252

254 255

256

258259

260

261

9' - 1 1/2" 5' - 8 1/2" 5' - 9" 3' - 8 1/2"

7' -

10 1

/2"

3' - 9"5' - 6"11' - 8 1/2"3' - 1"11' - 9"5' - 6"3' - 9"

24' -

0"

3' - 6"6' - 9 1/2"

6' - 9 1/2"

12' -

8"

5' - 7"253

OPEN TO BELOW

10

9

12

6

7

8

A-403

1

2

3

4

A-402

5

6

7

8

6

7

4

A-403

9

10

11

12

A-405

1

1' -

8"5'

- 10

1/2

"5'

- 1

1/2"

3' - 4 1/2" 3' - 9 1/2" 5' - 0" 3 1/2" 5' - 1 1/2" 7' - 10" 5' - 1 1/2"

2' - 5 1/2"

(LOFT ABOVE)

3' -

5"1'

- 10

"

2' - 0"

5' -

10"

257

12' - 7" 2' - 10" 4' -

0 1/

2"

2' -

0 1/

2"3'

- 3

1/2"

3' -

5"1'

- 8

1/2"

12' - 3 1/2" 2' - 2 1/2"

1' -

9"

11' -

10

1/2"

4' -

6 1/

2"

( TWOPOSITIONLADDER)

6' - 3"

F

14' - 5 1/2"

B

8' -

3 1/

2"7'

- 10

1/2

"

BEDROOM 2204

MASTER BEDROOM201

18 R

@ 6

-3/4

"17

T@

10"

W/ 1

" NOS

E

2' -

2"1'

- 7

1/2"

1' -

8 1/

2"

3' - 7 1/2"

5' - 6" 9' - 0"

CL

CL

3' -

3 1/

2"2'

- 6

1/2"

CL

CL

2' -

5"8'

- 10

1/2

"

5' - 2" 7' - 4"

CL

15' -

6"

1' -

9 1/

2"CL CL

36" CLR.

13/A505

B

B

7' -

11 1

/4"

8' -

1 1/

2"7'

- 11

1/4

"

1/A505

45' - 0"

1A-300

A-403

7

6

5

8

12' -

9"

12' - 7"

(LADDER)

LOFT300

FLOOR: WOOD (U.O.N)WALLS: PAINTEDCEILINGS: PAINTED

RAILING

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HWTOWNER





ADK/AFH


MLW/EAR/SEG/JSL

HWT - 316012

AUGUST 30, 2017

ISSUES


REVISIONS



ARCHITECT

STRUCTURAL ENGINEER

SURVEYOR


New York, NY 10018T: (646) 912-9867


Boston, MA 02116

CONTRACTOR





Boston, MA 02116T: (508) 257-1325


A-102FLOOR PLANS

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

1/4" = 1'-0"2LOFT PLAN

10" /

1'-0

"10

" / 1

'-0"

5" / 1'-0" 5" / 1'-0"

SIGN & SEAL


HWTOWNER





ADK/AFH


MLW/EAR/SEG/JSL

HWT - 316012

AUGUST 30, 2017

ISSUES


REVISIONS



ARCHITECT

STRUCTURAL ENGINEER

SURVEYOR


New York, NY 10018T: (646) 912-9867


Boston, MA 02116

CONTRACTOR





Boston, MA 02116T: (508) 257-1325


A-103FLOOR PLANS

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

new single story addition 2020.09.08 10

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