OLD BUSINESS CHECKLIST Rev Jan.2021 - Historic District Commission
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Historic District Commission
OLD BUSINESS CHECKLIST Rev Jan.2021
Planning and Land Use Services
2 Fairgrounds Road, Nantucket, Ma 02554
508-325-7587
This checklist MUST be included with your Old Business Submission.
*Refer to the Zoom Meeting HDC Submission Policies and Procedures effective September 15, 2020:
https://www.nantucket-ma.gov/DocumentCenter/View/37689/Zoom-Meeting-HDC-Submission-Policies-and-Procedure-effective-September-15-
2020-PDF
If your application was HOLD FOR REVISIONS:
X Date submitted to 2 Fairgrounds Road: 03/09/2021
X HDC Case Number (ie HDC2020-05-0265): 02-2932
Copy of Minutes (application item circled)
X
Reduced (8 ½ x 11) copy of application
X
X Locus Map: 4 copies: https://www.nantucket-ma.gov/151/GIS-Maps
One copy of additional information requested by Commission- if applicable (i.e. pictures, FEMA flood
X Certificate, etc.)
Four (4) Large sets of scaled plans (3/16” or ¼” scale) (circle all that apply)
a. Site Plan
b. North Elevation
X c. South Elevation
d. East Elevation
e. West Elevation
f. Window/Door Schedule
X One set reduced plans: 8 ½ x11
Electronic Submission: Each of the foregoing documents (including this checklist) MUST BE scanned to a
X single PDF file and emailed to hdcsubmissions@nantucket-ma.gov.
Submit documents to PLUS at 2 Fairgrounds Road
X
Signed Affidavit: see below
X
Page 1 of 2
Historic District Commission
OLD BUSINESS CHECKLIST Rev Jan.2021
IF YOUR APPLICATION WAS “HOLD FOR A VIEW”
HOLD A. HDC case number:
B. Copy of Minutes (application item circled)
FOR C. ONE SET OF PICTURES
A
REMINDER- in order to appear on the Agenda, applicants must:
VIEW 1. Each of the foregoing documents (including this checklist) MUST BE scanned in a single PDF
to hdcsubmissions@nantucket-ma.gov
2. Submit hard copy of submission to PLUS at 2 Fairgrounds Road.
Failure to submit and email the required documents for an Old Business meeting MAY result in review delays.
IF YOUR APPLICATION WAS “HOLD TO TRACK”
HOLD A. HDC case number:
B. Copy of Minutes (application item circled)
TO
REMINDER- in order to appear on the Agenda, applicants must:
TRACK 1. Each of the foregoing documents (including this checklist) MUST BE scanned in a single PDF
to hdcsubmissions@nantucket-ma.gov
2. Submit hard copy of submission to PLUS at 2 Fairgrounds Road.
Failure to submit and email the required documents for an Old Business meeting MAY result in review delays.
** PLUS staff is not responsible to research, gather, collate or submit documents on behalf of the applicant.
Affidavit Certifying Completeness of Old Business submission
I hereby acknowledge that I have read the Nantucket Historic District Commission submission policies effective
September 15, 2020. Furthermore, I confirm that the requirements for an Old Business submission have been
met.
03/09/2021
Signature: ___________________________________________________ Date: ______________
AS REPRESENTATIVE OF WORKSHOP/APD
Page 2 of 2
37P - MAIN HOUSE
14 38
37 POCOMO ROAD
STEVEN L COHEN AS TRUSTEE OF THE
37 POCOMO ROAD REALTY TRUST
34 MAIN STREET, 2ND FLOOR PO BOX 786
NANTUCKET, MA 02554
ANDREW KOTCHEN (WORKSHOP/APD)
PO BOX 521
NANTUCKET, MA 02554
212-273-9712
X X
103'-0" 2,904 12'-10" x 21'-8"X
58'-10" 1,360 9'-0" X 16'-0" X X
0' 0' 0' 0'
27'-4" 27'-4" 27'-4" 27'-4"
6" X
X
10 10
X RED CEDAR
N/A
X NATURAL
X
X
1x8 1 x 10
1X4 1X4 8x8
X
X CUSTOM
X CUSTOM (PAINT) FRENCH
BLUESTONE
NATURAL NATURAL
WHITE BLACK BLACK
1X4 MAHOGANY PARGED
HEIGHT POLES FOR VIEW
37P MAIN HOUSE
20
21 #6
37 POCOMO RD
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
DHCB 37 POCOMO ROAD REALTY TRUST
59.66' FND 34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
238.53'
21 ARCHITECT
22
WORKSHOP/APD ARCHITECTURE DPC
100.00'
39 W 38th Street, 7th Fl, New York, NY 10018
50' - 0"
22 T: (212) 273-9712 info@workshopapd.com
18
20
100.00'
50' VEGETATION BUFFER
CONTRACTOR
23
100' - 0"
J. BROWN BUILDER
100' x 59.66' SEPTIC EASEMENT 142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
24
59.66'
100' SETBACK STRUCTURAL ENGINEER
25
CRAFT - ENGINEERING STUDIO
25 39 West 38th Street, 6th Fl
16 New York, NY 10018
T: (646) 912-9867
247' - 9"
25 LANDSCAPE ARCHITECT
25 1 MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
19
20' SIDE SETBACK T: (508) 333-5138
SURVEYOR
BUILDING
23 NANTUCKET SURVEYORS LLC
24
PROPERTY
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
SETBACK LI
LINE
NE
PROPOSED MAIN HOUSE
139' - 5"
3,750 SF GROUND COVER
HEIGHT POLE LOCATION
386.87'
25
101' - 2"
VILLAGE W
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
27
REVISIONS
AY
PROPOSED SHED 2
25
26
NOT INCLUDED IN GROUND COVER
526.13'
561.66'
(FILED UNDER SEPARATE APPLICATION)
PROPOSED SHED 1
200 SF GROUND COVER
(FILED UNDER SEPARATE APPLICATION)
NOT FOR CONSTRUCTION
PROPOSED GARAGE
20' - 0" (FILED UNDER SEPARATE APPLICATION)
20' - 0"
317' - 1"
37 POCOMO RD
27
MAP 14 / PARCEL 38
23
24
25
26
28
182.85'
137.04'
29
APPROXIMATE LOCATION
SIGN & SEAL
OF TUPELO GROVE ISSUES
1 02/08/2021 HDC Submission
35' FRONT SETBACK 03/10/2021 HDC Revision I
2 03/09/2021
#37
2
35' - 0"
TAKING LINE
240.57'
3 DRAWING INFO
PROPERTY LINE
CONSTRUCTION DOCUMENTS
POCOMO RD DRAWN BY: Author
CHECKED BY: Checker
240.00' DATE: 02/08/2021
SCALE: 1/32" = 1'-0"
PROJ. NO. 320024
SITE PLAN
KEY PLAN N L-000 1
SITE PLAN
1 1/32" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC
VIEW FROM LOCATION 1 LOOKING WEST 2
VIEW FROM LOCATION 2 LOOKING NORTHWEST 3
VIEW FROM LOCATION 3 LOOKING NORTH 4
37 POCOMO RD
NANTUCKET, MA 02554
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
WORKSHOP/APD ARCHITECTURE DPC CORP.
39 West 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
SHEET NUMBER SHEET NAME
T-000 COVER SHEET / TITLE SHEET ● ●
G-001 GENERAL NOTES ● ●
G-002 EXISTING CONDITIONS ● ●
L-000 SITE PLAN ● ●
L-101 SITE REFERENCE ● ●
A-100 BASEMENT FLOOR PLAN ● ●
A-101 FIRST FLOOR PLAN ● ●
A-102 SECOND FLOOR PLAN ● ●
A-103 ROOF PLAN ● ●
A-200 BUILDING ELEVATIONS ● ●
A-201 BUILDING ELEVATIONS ● ●
A-600 EXTERIOR DETAILS ●
Total Pages: 12 SIGN & SEAL
1 02/08/2021 HDC Submission
2 03/09/2021 HDC Revision I
CONSTRUCTION DOCUMENTS
MLW/ADK
DATE:
SCALE:
PROJ. NO.
COVER SHEET / TITLE
SHEET
WINDOW LEGEND
3' - 8"
GENERAL NOTES
1. DRAWINGS ARE REPRESENTATIVE DOCUMENTS TO FACILITATE CONSTRUCTION. CONTRACTOR
SHOULD FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. THE
HEIGHTS OF GRADE INDICATED ON DRAWINGS ARE APPROXIMATE AND ARE PROVIDED FOR
INFORMATION ONLY. NOTIFY DESIGNER OF ANY ALTERATIONS OR DISCREPANCIES
IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO THE SUB-
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 BOTTOM OF FOOTING.
5. ALL FOOTINGS AND CONCRETE PIERS SHALL EXTEND 4'-0" BELOW GRADE MINIMUM.
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
LESS THAN 4" OVERLAP. FELT SHALL CONTINUE BEHIND ALL EXTERIOR TRIM,
DOUBLED AND FOLDED INTO OPENINGS.
2. PROMPTLY REMOVE ALL MANUFACTURERS' STICKERS FROM GLASS AFTER
INSTALLATION.
DRAWING SYMBOLS
LEVEL
ELEVATION
+2"
ELEVATION MARKER
SPOT ELEVATION
37P MAIN HOUSE
CONTRACTORS UNDER HIS JURISDICTION.
3. THE CONTRACTOR IS TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS, INCLUDING THE 6. CONCRETE PIERS SHALL HAVE BELL CAST FOOTING. BASE OF BELL SHALL BE 3 TIMES WIDTH 3. KEEP AREAS TO BE INSULATED CLEAN AND DRY. DO NOT INSTALL INSULATION
OF PIER; DEPTH OF BELL SHALL EQUAL WIDTH OF PIER. TAPER OF BELL SHALL BE 45 DEG. WHERE IT MAY BE EXPOSED TO WATER. INSTALL AS PER MANUFACTURER'S 37 POCOMO RD
TIMING AND SCHEDULING OF THEIR WORK AND THE LAYOUT OF THEIR SYSTEMS. THE
CONTRACTOR SHALL PROVIDE ALL SUB-CONTRACTORS WITH NECESSARY POWER AND ANGLE MINIMUM. INSTRUCTIONS AND BUILDING CODE REQUIREMENTS. PROVIDE INSECT SCREEN OR 0 REFERENCE GRID LINE
NANTUCKET, MA 02554
ACCESS AND CONNECTIONS THROUGH FOUNDATION WALLS AS REQUIRED. 7. ALL PERIMETER FOUNDATION WALLS SHALL HAVE WATERPROOFING APPLIED TO THE BARRIER AT ALL VENT OPENINGS.
4' - 0" 4. WORKSHOP/APD IS CONTRACTED TO SERVE AS THE OWNER'S REPRESENTATIVE DURING EXTERIOR.
8. FOUNDATION WALLS SHALL INCORPORATE 16" LONG - 1/2" DIAMETER ANCHOR BOLTS AT 32"
4. EXTERIOR FOUNDATION TO BE PARGE.
5. DECKS SHALL USE 1" X 4" MAHOGANY, CONFIRM, LAID FLAT WITH 1/4" REGULAR
PROPERTY LINE OWNER
CONSTRUCTION. A REPRESENTATIVE OF WORKSHOP/APD SHALL MAKE PERIODIC SITE VISITS
10' - 7 1/2" 5' - 0" TO VERIFY CONSTRUCTION PROGRESS AND WILL REPORT FINDINGS TO THE OWNER AND O.C. MINIMUM, ON ALL PERIMETER WALLS. A MINIMUM OF WDHO BOLTS SHALL BE USED AT SPACING. ALL FLOORING AND DECKING SHALL BE TREATED % BOILED LINSEED STEVEN L COHEN OF THE
EACH SILL PLATE. HOLD BOLTS 18" OFF CORNERS MINIMUM. APPROVAL OF TOPSOIL REMOVAL OIL/50 % CUPRINOL AND WITH A MIXTURE OF 50 TRAFFIC SHALL BE PREVENTED BREAKLINE 37 POCOMO ROAD REALTY TRUST
CONTRACTOR IN THE FORM OF A WRITTEN REPORT. THE CONTRACTOR SHALL PROVIDE FREE
ACCESS TO THE WORK TO THE OWNER, ARCHITECT, SUBCONTRACTOR, AND THEIR SHALL BE IN THE FORM OF ACHANGE ORDER. OVER FINISHED SURFACES FOR THE PERIOD OF ONE WEEK. 34 Main Street, 2nd Floor P.O Box 786
9. CONCRETE FLOOR SLABS SHALL BE 4" THICK MINIMUM AND BE REINFORCED WITH WELDED 6. EXTERIOR STEPS SHALL BE EQUAL TO DECK CONSTRUCTION, TRIM AND FINISH. Nantucket, MA 02554
15' - 2"
REPRESENTATIVES AT ALL TIMES. VAPOR BARRIER
5. THE CONTRACTOR SHALL ACKNOWLEDGE THAT JOB SITES ARE DIFFICULT AND DANGEROUS WIRE MESH OR FIBER MESH REINFORCING. REINFORCING SHALL BE PLACED AT THE CENTER RISERS SHALL MATCH TRIM MATERIAL. NOSING SHALL PROJECT 3/4".
OF THE SLAB. FLOOR SLABS SHALL BE POURED OVER 4" GRAVEL BASE AND 6 MIL. POLY- 7. ALL EXTERIOR STEPS SHALL LAND ON TO A 4" CONCRETE PAD SET ON A 4" GRAVEL
PLACES TO WORK BY NATURE. AS SUCH, ALL NECESSARY PRECAUTIONS WILL BE TAKEN TO
ENSURE THE SAFETY AND GENERAL WELL BEING OF HIS EMPLOYEES. CONTRACTOR SHALL VAPOR BARRIER ON STRUCTURALLY COMPACTED OR UNDISTURBED SOIL. BASE ON STRUCTURALLY COMPACTED SOIL. PAD SHALL BE 6" WIDER THAN STEPS OBJECT ABOVE ARCHITECT
PROVIDE GUARDS, RAILS,BARRICADES, FENCES, CATCH PLATFORMS, BRIDGING, DECKING, 10. CONTRACTOR AND SUBCONTRACTORS SHALL USE CLEAN SAND, WELL GRADED AND FREE AND PROJECT FROM LAST RISER 6" TOWARD DECK AND 18" AWAY FROM DECK.
NIGHT LIGHTING, ETC. AS REQUIRED. THE USE OF ANY STEREOS AND/OR RADIOS AND THE FROM ANY DELETERIOUS SUBSTANCES, AND CLEAN WATER,TAKEN FROM A SOURCE SUITABLE 8. PORCH CEILINGS SHALL BE 1X8 CEDAR NATURAL TO WEATHER, SQUARE GROVE. HIDDEN OBJECT
9' - 0"
FOR DOMESTIC CONSUMPTION. 9. PORCH POSTS SHALL BE 4X4 STRUCT. CORE WRAPPED W/ 5 1/4" SQ. NATURAL
8' - 6"
8' - 6"
PRESENCE OF PETS OF ANY KIND ARE PROHIBITED ON THE JOB SITE. 4' - 10" WORKSHOP/APD ARCHITECTURE DPC
6. DRAWINGS SHALL NOT BE SCALED BY HAND. USE ONLY PRINTED DIMENSIONS TO IDENTIFY 11. FOR ALL BRICK OR STONE FINISHES THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE CEDAR TRIM.
DESIGNER FOR APPROVAL, PRIOR TO INSTALLATION. 10. SIDEWALL SHINGLES SHALL HAVE A MAXIMUM EXPOSURE OF 5", WITH DOUBLED DIMENSION LINE 39 W 38th Street, 7th Fl, New York, NY 10018
SIZE AND DIMENSION OF MATERIALS AS SHOWN. CONTACT THE DESIGNER TO VERIFY ANY T: (212) 273-9712 info@workshopapd.com
DIMENSION THAT HAS BEEN OMITTED FROM THESE PLANS. 12. ANCHORS AND TIES SHALL BE CORROSION PROOF AND GALVANIZED AFTER FABRICATION. SHINGLES AT ALL EAVES AND STARTER COURSE. BUTTS OF THE SHINGLES SHALL
7. CONTRACTOR TO PROVIDE ALL MATERIALS FOR A COMPLETE JOB AS INDICATED IN THE 13. COLD WEATHER INSTALLATIONS FOR CONCRETE, WHEN AIR TEMPERATURE IS BELOW 40 PROJECT 1 1/2" MINIMUM FROM THE EDGE OF THE ROOF EAVES TO ENSURE PROPER ALIGNMENT
DRAWINGS BOTH GRAPHICALLY AND WRITTEN, IN CASE OFDISCREPANCIES, THE MORE DEGREES F, REQUIRE APPROVAL BY THE DESIGNER. SPILLAGE.
STRINGENT AND/OR COSTLY EXAMPLE SHALL BE ASSUMED, CONSULT DESIGNER IF SUCH A 14. MASONRY WORK SHALL BE PLUMB, TRUE TO LINE, WITH COURSES LEVEL. BUILD IN ALL 11. WINDOW CAPS OR TRIM AND ALL OTHER PROJECTIONS AT POINTS WHERE RAIN
SITUATION OCCURS. METAL TIES AND ANCHORS AS WORK PROGRESSES. ACCUMULATES OR RUNS OFF SHALL BE PROVIDED WITH FLASHING.FLASHING FOR CONTRACTOR
8. SHOP DRAWINGS SHALL BE SUBMITTED TO WORKSHOP/DPC, PRIOR TO PROCEEDING WITH 15. CONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING RED CEDAR SHINGLES SHALL BE COPPER. SUCH FLASHING SHALL EXTEND A
STANDARDS: HOLLOW UNITS - ASTM C-90; SOLID UNITS - ASTM C-145;PORTLAND CEMENT - MINIMUM OF 6" UP THE WALL UNDER THE SHEATHING PAPERAND NOT LESS THAN 6" J. BROWN BUILDER
WORK, FOR ALL MATERIALS THAT REQUIRE FABRICATION.WORKSHOP/DPC SHALL REVIEW
AND RETURN SHOP DRAWINGS TO CONTRACTOR WITHIN A PERIOD OF TEN WORKING DAYS ASTM C-150; MASONRY CEMENT - ASTM C-91 (NON-STAINING CEMENT SHALL BE USED HORIZONTALLY. FLASHING SHALL BE SUFFICIENT LENGTH TO COVER THE COURSE MATERIAL SYMBOLS 142 Old South Road
WHERE NON-STAINING MORTAR IS REQUIRED);HYDRATED LIME - ASTM C-207. 6. C.M.U., ABOVE WITHOUT BEING PUNCTURED BY NAILS. Nantucket, MA 02554
A B C D FROM THE DATE OF SUBMITTAL. T: (508) 228-8799
9. CONTRACTOR SHALL FURNISH SAMPLES OF ALL MATERIALS, AND/OR FINISHES AS SPECIFIED BOTH BOTTOM AND ENDS, SHALL BE SET IN A FULL BED OF MORTAR WITH JOINTS OF 12. A CONTINUOUS RIDGE VENT SHALL BE PROVIDED AT ALL ROOF RIDGES, WHERE
TYPE: 27 LITE TYPE: 15/25/15 LITE TYPE: 12 LITE TYPE: 25 LITE FOR CONSTRUCTION AT THE REQUEST OF THE OWNER OR DESIGNER. UNIFORM THICKNESS ANDHEAD JOINTS IN ALTERNATE COURSES PLUMB OVER THE ONES REQUIRED. SOFFIT VENTING SHALL BE PROVIDED AS INDICATED ON DETAIL
SASH: BLACK SASH: BLACK SASH: BLACK SASH: BLACK BELOW. DRAWINGS. CONCRETE
10. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT
TRIM: BLACK TRIM: WHITE TRIM: WHITE TRIM: WHITE 16. ALL JOINTS SHALL BE TOOLED AS SOON AS POSSIBLE AFTER INITIAL SET. FLUSH JOINTS 13. PROVIDE STEP FLASHING AT ALL CHIMNEY LOCATIONS.
MODEL: FIXED MODEL: FIXED MODEL: FIXED MODEL: FIXED
UNLESS NOTED OTHERWISE OR AT THE SPECIFIC AUTHORIZATION OF THE OWNER.
11. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. SHALL NOT BE PERMITTED. 14. SIDEWALL SHALL BE WHITE CEDAR SHINGLES, GRADE B. SHINGLES SHALL BEAR STEEL STRUCTURAL ENGINEER
MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM 12. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE WORK 17. REFER TO DETAILS FOR FURTHER INFORMATION. THE OFFICIAL GRADE MARKED LABEL OF THE CEDAR SHINGLE BUREAU.
15. CEDAR SHINGLES SHALL HAVE NATURAL FINISH. CRAFT - ENGINEERING STUDIO
OR MAKE PARTS FIT TOGETHER PROPERLY, WITHOUT COMPROMISING QUALITY OF WORK. ALUMINUM
16. RIDGE VENTS SHALL BE "CORE VENT" OR EQUAL, EXTENDING ALONG ALL RIDGE 39 West 38th Street, 6th Fl
13. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND New York, NY 10018
PROTECTING ALL WORK FROM DAMAGE, BREAKAGE, COLLAPSE,DISTORTIONS AND MIS- LINES. TERMINATE RIDGE VENTS 12" FROM END OF RIDGE. COVERED W/SHINGLES. BRICK
17. EXTERIOR TRIM SHALL BE SPECIFIED AS FOLLOWS: T: (646) 912-9867
ALIGNMENT ACCORDING TO APPLICABLE BUILDING CODES AND STANDARDS OF GOOD
4' - 9" 3' - 0" A. WINDOW AND DOOR JAMBS: 1"X5" RED CEDAR WINDOW AND DOOR HEADS:
PRACTICE.
14. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING SYSTEMS AT ALL TIMES FROM PLUMBING/MECHANICAL NOTES: 5/4"X4" RED CEDAR, EXTENDED 3/4" BEYOND JAMB CASING. HEADS TOHAVE FINISHED WOOD
3' - 0" THE EFFECTS OF ADVERSE WEATHER (RAIN, SNOW, COLD, ETC.)AT NO ADDITIONAL COST TO CONTINUOUS COPPER DRIP CAP.
B. WINDOW SILLS: WHEN NOT WOOD BY MANUFACTURER SHALL BE PRIMED
CONTINUOUS BLOCKING/ LANDSCAPE ARCHITECT
THE OWNER. 1. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING STRUCTURAL LUMBER
15. ALL WORK SHALL BE INSTALLED SO THAT REQUIRED PARTS ARE READILY ACCESSIBLE AND OR DRILLING. PINE 2X2 W/ 7D TOP BEVEL EXTENDED 3/4" BEYOND JAMB CASING. MIROSLAVA AHERN, LLC
3' - 0" DOORSILLS: INSTALLED BY MANUFACTURER NON-CONTINUOUS BLOCKING 6 Windy Way
AVAILABLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR. 2. ALL PLUMBING/MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, BE OR SHIM
1' - 9" 16. CONTRACTOR SHALL MAINTAIN CLEAR AND UNOBSTRUCTED ACCESS FROM ALL FLOORS TO PERFORMED BY A LICENSED TRADESPERSON, AND BE COMPLETED IN ACCORDANCE WITH C. CORNER BOARDS: 6" EA. WY. RED CEDAR (IF APPLICABLE) Nantucket, MA 02554
5' - 11"
5' - 10"
D. RAKE BOARDS: 1X8 RED CEDAR T: (508) 333-5138
4' - 7 1/2"
STAIRWELLS AND EXTERIOR EXITS AT ALL TIMES. THE DIRECTION OF LOCAL BUILDING CODE OFFICIALS. SUBCONTRACTORS AND EXISTING EARTH
17. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS TRADESPERSONS ARE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS FOR THEIR TRADE, E. FASCIA BOARDS: 1X8 RED CEDAR
SCHEDULING AND COMPLETING REQUIRED INSPECTIONS AND OPERATING ON A REASONABLE F. RAKE/FASCIA TRIM BOARDS: 1X3 RED CEDAR
3' - 2"
FROM ENTRY BY UNAUTHORIZED PARTIES.
2' - 9"
G. FRIEZE BOARDS TO BE 1X6 BLOCKED OUT 1 1/2" TO ACCOMMODATE SOFFIT COMPACTED FILL
18. CONTRACTOR SHALL PROVIDE PROTECTION OF ALL WINDOWS AND DOORS DURING
CONSTRUCTION. MEANS OF PROTECTION SHALL NOT BE ATTACHED TOWINDOW AND DOOR
AND EFFICIENT SCHEDULE THAT DOES NOT DELAY THE WORK OF OTHER TRADES.
3. ALL MATERIALS SHALL BE SIZED IN ACCORDANCE WITH THE PROPOSED PLANS, ALLOWING VENTING & TOP OF SHINGLES (IF APPLICABLE) SURVEYOR
FRAMES. FOR FUTURE EXPANSION IF INDICATED. ALL WORK SHALL BE INSTALLED SO THAT REQUIRED H. ALL TRIM TO BE PAINTED: WHITE, GRAVEL
NANTUCKET SURVEYORS LLC
19. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH PARTS ARE READILY ACCESSIBLE AND AVAILABLE FOR INSPECTION, OPERATION, DOOR AND WINDOW SASHES PAINTED: BLACK
5 Windy Way,
OTHER SUBCONTRACTORS AS NECESSARY, INCLUDING THOSE HIRED UNDER SEPARATE MAINTENANCE AND REPAIR. 18. ALL EXTERIOR TRIM SHALL BE PLANED ON ALL FOUR SIDES AND HAVE SQUARED SAND Nantucket, MA 02554
E F G H I CONTRACT BY THE OWNER. EACH SUBCONTRACTOR SHOULD COMPLETE WORK ON AN 4. ALL PRODUCTS, MATERIALS AND FIXTURES SHALL BE INSTALLED IN A MANNER CONSISTENT EDGES.
T: (508) 228-0240
EXPEDIENT AND REASONABLE SCHEDULE, IN A MANNER THAT DOES NOT DELAY OTHER WITH SOUND PRACTICE AND QUALITY WORKMANSHIP. 19. WINDOW & DOOR MANUFACTURERS AND SIZES AND HARDWARE SHALL BE
RIGID INSULATION
TYPE: 20 LITE TYPE: 12 LITE TYPE: 9 LITE TYPE: 6 LITE TYPE: 6 LITE TRADES AND SUBCONTRACTORS FROM COMPLETION OF WORK. 5. PLUMBING WORK SHALL INCLUDE ALL LABOR AND MATERIALS FOR ALL PIPING, FIXTURES, SPECIFIED IN DOOR AND WINDOW SCHEDULE.
SASH: BLACK SASH: BLACK SASH: BLACK SASH: BLACK SASH: BLACK 20. ALL NAILS AND FASTENERS IN AREAS PRONE TO MOISTURE SHALL BE "HOT DIPPED HOT WATER HEATER, AND SEWER/SEPTIC CONNECTIONS. THIS INCLUDES CONNECTIONS FOR 20. INSULATION SHALL BE SPECIFIED AS FOLLOWS:
PLYWOOD
TRIM: WHITE TRIM: WHITE TRIM: WHITE TRIM: WHITE TRIM: WHITE GALVANIZED" UNLESS NOTED OTHERWISE. AN ICEMAKER IN THE REFRIGERATOR, THE DISHWASHER, AND WASHING MACHINE AS A. EXTERIOR WALLS: 5" R-21 BATT INSULATION. INSTALL 4 MIL. POLY-VAPOR
MODEL: FIXED MODEL: CASEMENT MODEL: CASEMENT MODEL: CASEMENT MODEL: CASEMENT 21. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMAN ON THE JOB SITE AT ALL TIMES TO INDICATED ON PLANS. THE KITCHEN SINK WILL HAVE A GARBAGE DISPOSAL. BARRIER AT INSIDE FACE OF ALL EXTERIOR WALLS. GLASS
MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM PERFORM WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD 6. HOT WATER HEATER SHALL BE PROPANE FIRED HOT WATER HEATER, POWER VENTED, 45 B. ROOF: 9 1/4" R-38 BATT INSULATION. INSTALL 4 MIL. POLY-VAPOR BARRIER AT
PLASTIC LAM. OR
WORKMANSHIP, SOUND BUSINESS PRACTICE AND IN THE BEST INTEREST OF THE OWNER. GALLON CAPACITY ("SUPER STORE" OR APPROVED EQUIVALENT). INSIDE FACE OF ALL EXTERIOR WALLS
WATERPROOFING MEMRANE
22. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTION SERVICES 7. PLUMBER SHALL FURNISH AND INSTALL 500 GAL. UNDERGROUND PROPANE STORAGE TANK, C. INTERIOR WALLS AND CEILINGS: USG 3" TERMAFIBER SOUND ATTENUATION
BLANKETS GYPSUM WALL BOARD
OF LOCAL AUTHORITIES OTHER THE ACTUAL BUILDING PERMIT AND HISTORIC DISTRICT AND ALL REQUIRED PIPING TO BOILER, CLOTHES DRYER AND KITCHEN RANGE.
COMMISSION APPROVAL, WHICH SHALL BE SECURED BY THE OWNER OR DESIGNER PRIOR TO 8. HEATING WORK SHALL INCLUDE ALL LABOR AND MATERIALS, ELECTRICAL/PLUMBING D. FOUNDATION INSULATION: 4" RIGID INSULATION SECURED TO EXTERIOR FACE BATT INSULATION
THE SCHEDULED START DATE. ALL INSPECTIONS, RECORDS AND CERTIFICATE OF CONNECTIONS, AND INSTALLATION AS THEY OCCUR. DESCRIPTION OF SPECIFIC UNIT SHALL OF WALL
OCCUPANCY SHALL BE GIVEN TO THE OWNER AT THE END OF THE JOB. THE JOB SHALL NOT BE PART OF THE BID. STANDARD HEATING UNIT SHALL BE PROPANE FIRED RADIANT HOT E. FIRST FLOOR INSULATION: 9 1/4" R-30 BATT INSULATION
21. CAVITIES SHALL SUPPORT PROPER VENTING, INCLUDING THE INSTALLATION OF GLASS (ELEVATION)
BE CONSIDERED COMPLETE UNTIL THE CERTIFICATE OF OCCUPANCY IS ISSUED. WATER BASEBOARD SYSTEM WITH EFFICIENCY RATING OF 94 UNIT IS TO BE SIDEWALL
23. ALL WORK SHALL CONFORM TO ALL APPLICABLE NATIONAL, STATE AND LOCAL BUILDING, VENTED. UNIT SIZE SHALL BE SIZED TO ACCOMMODATE THE ENTIRE HOUSE AT 78DF AT A 0DF BAFFLES BEWDHEEN ALL RAFTERS. KEEP ALL VENTILATION SPACE UNOBSTRUCTED.
PLUMBING, ELECTRICAL, AND LIFE SAFETY CODES, EVEN WHEN NOT SPECIFIED IN THE EXTERIOR TEMPERATURE. HEATING SYSTEM SHALL BE CAPABLE OF OPERATING AT PEAK 22. EXTERIOR BRICK SHALL MEET STANDARDS OF THE BRICK INSTITUTE OF AMERICA OPENING OR VOID
DOOR LEGEND DRAWING, NOTES, OR SPECIFICATIONS. IF ANY CODE IS IN CONFLICT WITH THESE, THE EFFENCENCY AT A TEMPERATURE OF 72°F. HEATING SYSTEM SHALL BE DIVIDED INTO WDHO (BIA) FOR EXTERIOR/SEVERE WEATHER USE.
CONTRACTOR SHALL REPORT SUCH TO CWA FOR REVISIONS PRIOR TO BIDDING. IN THE ZONES. THERMOSTATS SHALL BE DIGITAL AND PROGRAMMABLE.
12' - 0" EVENT OF CONFLICT BEWDHEEN APPLICABLE CODES OR REGULATIONS AND REFERENCE 9. VENT TO THE EXTERIOR ALL BATHROOMS WHICH DO NOT HAVE OPERABLE WINDOWS. ALL DESIGNS & SPECS ARE SUBJECT TO
4' - 9"
3' - 0"
STANDARDS OF THESEPLANS AND SPECIFICATION, THE MORE STRINGENT PROVISIONS SHALL
GOVERN.
REFERENCE SYMBOLS VERIFICATION OF EXG. FIELD CONDITIONS
24. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES TO ENSURE SAFE N
DIGGING.
25. A REGISTERED SURVEYOR SHALL BE REQUIRED TO SET ALL FOUNDATION CORNERS, GLAZING NOTES: REVISIONS
ELEVATIONS AND DIMENSIONS ON SITE. PLAN NORTH
26. USE OF THESE DRAWINGS MUST BE IN COMPLIANCE WITH ALL OCCUPATIONAL SAFETY & 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ALL GLAZING (WINDOW, DOOR,
HEALTH ADMINISTRATION [OSHA] REQUIREMENTS. FRAMING NOTES: OR OTHERWISE) ADJACENT TO A WALKING SURFACE, STAIR, LANDING,TUB OR
SHOWER SAFETY LAMINATED GLASS MEETING THE REQUIREMENTS OF THE
DRAWING
8' - 7"
8' - 6"
MASSACHUSETS STATE BUILDING CODE, NANTUCKET, AND ANY OTHER APPLICABLE
8' - 0"
1. ALL WOOD FRAMING MEMBERS SHALL BE STRUCTURAL GRADE #2 OR BETTER.
LOCAL OR NATIONAL CODE. DRAWING TITLE
2. ALL WOOD SHALL COMPLY WITH THE U.S. DEPARTMENT OF COMMERCE AMERICAN LUMBER
STANDARDS SIMPLIFIED PRACTICE AND GRADING REQUIREMENTS OF A RECOGNIZED
ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED.
2. PROVIDE SHOWER ENCLOSURES AS INDICATED ON THE PLANS. GLASS TO BE LOW
IRON, CLEAR GLASS. 1 1 1/2" = 1'-0"
3. WOOD SHALL BE FROM LIVE STOCK, THOROUGHLY SEASONED, WELL MANUFACTURED AND
GENERALLY FREE FROM WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING.
4. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19 % AT THE TIME OF CONSTRUCTION.
5. ALL PLAN DIMENSIONS ARE TO OUTSIDE OF FRAMING MEMBERS AND CENTERLINE OF SIM NOT FOR CONSTRUCTION
OPENINGS. VERIFY ALL ROUGH OPENINGS WITH WINDOW AND DOOR SCHEDULE. ABBREVIATIONS 1
DETAIL REFERENCE
6. ALL EXTERIOR WALLS, AND INTERIOR PARTITION WALLS BEHIND TOILETS, SHALL BE 2"X6" A101
STUD CONSTRUCTION AT 16" O.C. TYPICAL. ALL OTHER INTERIOR PARTITION WALLS SHALL BE
01 02 03 2"X4" STUD CONSTRUCTION AT 16" O.C. TYPICAL. WALLS SHALL HAVE SINGLE SHOE AND ABOVE FINISHED FLOOR AFF INSULATION INSUL.
DOUBLE TOP PLATE. ACCESS PANEL A.P. JUNCTION BOX J.B.
TYPE: ENTRY DOOR W/ SIDE LITE TYPE: SINGLE TYPE: 4 PANEL W/ 2 FIXED 7. JOIST HANGARS SHALL BE USED AT ALL FLUSH-FRAMED FLOOR JOISTS. JOISTS OVERLAPPING ACOUSTICAL ACOUS. LAMINATE LAM. 1
DOOR: BLACK DOOR: BLACK DOOR: BLACK AT A SUPPORTING BEAM, SHALL OVERLAP 3" MINIMUM. ADJACENT ADJ. LOW VOLTAGE L.V.
TRIM: WHITE TRIM: WHITE TRIM: WHITE AIR CONDITIONING A/C MATERIAL MATL
8. PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL FLOOR JOISTS. 4 2 ELEVATION SYMBOLS
MODEL: SWING MODEL: SWING MODEL: SLIDING ALUMINUM AL. MAXIMUM MAX.
BLOCKING SHOULD BE SPACED 4'-0" O.C. MINIMUM AND 8'-0" O.C.MAXIMUM. A101
APPROXIMATE APPROX. MECHANICAL MECH.
MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM 9. DOUBLE FLOOR JOISTS OR BLOCKING SHALL BE PROVIDED BELOW ALL INTERIOR PARTITION ARCHITECTURAL ARCH. METAL MTL.
WALLS. BLOCKING BLKG MINIMUM MIN. 3
10. SIZES OF WOOD MEMBERS ARE NOMINAL SIZES. ALL LUMBER SHALL BE SURFACED ON FOUR CEILING CLG. MISCELLANEOUS MISC.
9' - 0" SIDES, UNLESS NOTED OTHERWISE. CEILING HEIGHT C.H. MOLDING MLDG.
12' - 0" 6' - 0" 11. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING CENTER LINE CL. MOUNTED MTD. SIM
OR DRILLING CERAMIC TILE C.T. MULLION MUL. 1 SECTION REFERENCE
12. INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS, PROVIDE 1/2" AIRSPACE AT ENDS COLUMN COL. NOMINAL NOM. A101
CONCRETE CONC. NOT APPLICABLE N.A.
AND SIDES OF GIRDERS FRAMED INTO MASONRY OR CONCRETE. WOOD SHIMS UNDER THE
CONSTRUCTION CONST. NOT IN CONTRACT N.I.C.
ENDS OF GIRDERS SHALL NOT BE PERMITTED. CONTINUOUS CONT. SIGN & SEAL
NUMBER NO.
13. MINIMUM BEARING OF JOISTS FRAMED INTO MASONRY SHALL BE 3". DETAIL DTL. ON CENTER O.C.
14. JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE BUTTED AND TIED DIMENSION DIM. OPENING OPNG 0 2' 4' 8'
TOGETHER, OR NAILED TOGETHER WITH A MINIMUM OVERLAP OF 4".
DOUBLE
DR. OPPOSITE/OPPOSITE HAND OPP./OPH
GRAPHICAL SCALE
ISSUES
15. EXTERIOR AND BEARING WALL CONSTRUCTION SHALL INCLUDE ADEQUATE RESISTANCE TO DBL. PAINTED PTD.
8' - 6"
1 02/08/2021 HDC Submission
WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE OF STRUCTURAL SHEATHING TO DOWN DN. PARTITION PARTN.
7' - 6"
7' - 6"
DRAWING DWG. 03/10/2021 HDC Revision I
2 03/09/2021
PLATES.
16. JAMB STUDS, EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, SHALL BE INSTALLED EA.
PLASTER
PLASTIC LAMINATE
PL
P.LAM IDENTIFICATION SYMBOLS
AT ALL WINDOW AND DOOR OPENINGS TO FORM RIGID ENCLOSURE. ELECTRIC/ELECTRICAL ELEC. PLYWOOD PLYWD., PLY
17. PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE APA (AMERICAN ELEVATION EL. QUANTITY QTY.
PLYWOOD ASSOCIATION)
EMERGENCY EMER. RECESSED REC. ROOM NAME
EQUAL EQ. REQUIRED REQ'D ROOM TAG
18. EXTERIOR TYPE HARDWOOD PLYWOOD, "TECHNICAL" OR "TYPE 1", MAY BE USED FOR ANY EQUIPMENT EQPT. RETURN AIR R.A. 101
PART OF THE STRUCTURE. EXISTING EXIST. REVISE/REVISION REV.
19. STRUCTURAL INTERIOR TYPE, "STRUC-INT.", PLYWOOD MAY BE USED FOR ALL INTERIOR EXTERIOR EXT. ROUGH OPENING R.O. 101 DOOR TAG
WORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THEWEATHER. FINISH FIN SCHEDULE SCHED.
04 05 06 20. INTERIOR PLYWOOD, "INT." OR "TYPE 2" MAY BE USED FOR INTERIOR WORK, EXCEPT FINISH FLOOR FIN. FL. SECTION SECT.
BATHROOM AND SHOWER ENCLOSURES. FIREPROOF FPRF. SHEET SHT.
TYPE: 3 PANEL W/ 2 FIXED TYPE: 3 PANEL W/ 2 FIXED TYPE: 2 PANEL W/ 1 FIXED 1i WALL TAG
21. ROOF SHEATHING: 3/4" EXTERIOR GRADE T&G "TECHNICAL" PLYWOOD NAILED AT 10" O.C. SELF-CLOSING S.C. SIMILAR SIM.
DOOR: BLACK DOOR: BLACK DOOR: BLACK FLOOR FL. SC
TRIM: WHITE TRIM: WHITE TRIM: WHITE
WITH GALVANIZED 10D COMMON NAILS.
22. FLOOR SHEATHING: 3/4" STRUCTURAL "STRUCT-INT" PLYWOOD NAILED AT 10" O.C. WITH 10D FLUORESCENT FLUOR.
SOLID CORE
SQUARE FOOT SQ.FT. 1t WINDOW TAG
DRAWING INFO
MODEL: SLIDING MODEL: SLIDING MODEL: SLIDING FOOT/FEET FT. STAINLESS STEEL S.STL.
COMMON NAILS. CONSTRUCTION DOCUMENTS
MFGR: CUSTOM MFGR: CUSTOM MFGR: CUSTOM BY OTHERS/OWNER B.O. STANDARD STD.
23. EXTERIOR WALL SHEATHING: 1/2" EXTERIOR GRADE "TECHNICAL" PLYWOOD NAILED AT 6" O.C. GLASS GL. CLG. MTD. COMBINED DRAWN BY: Author
STEEL STL.
WITH GALVANIZED 6D COMMON NAILS. GRILLE GRL. STORAGE STOR.
SD SMOKE-CO2 DETECTOR
CHECKED BY: Checker
24. ALL OTHER SHEATHING: 1/2" INTERIOR GRADE "INT" PLYWOOD NAILED AT 6" O.C. WITH 6D GROUND FAULT INTER. GFI. TELEPHONE TEL. HARDWIRE 120V WITH BATTERY
COMMON NAILS. DATE: 11/20/19
GYPSUM WALLBOARD GWB TO BE DETERMINED T.B.D.
25. FRAME ALL RAFTERS OPPOSITE EACH OTHER AT RIDGE WITH TIES OR RIDGE BOARD. THE HANDRAIL HNDRL. TYP. 6'-10" CLG ELEVATION TAG SCALE: As indicated
TYPICAL
DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF THE RAFTERS. HARDBOARD HDBD. UNLESS OTHERWISE NOTED U.O.N. PROJ. NO. 320024
HARDWOOD HDWD. VERIFY IN FIELD V.I.F.
HEATING, VENT. & A/C HVAC VINYL COMPOSITION TILE VT/VCT
HOLLOW CORE
HOLLOW METAL
HC
H.M. WITHOUT
W/
W/O REVISION SYMBOL AND TAG GENERAL NOTES
HORIZONTAL HORIZ. WOOD WD.
INCHES IN. TOP OF SLAB T.O.S.
EP
ELECTRICAL PANEL G-001
FPSC INDICATES FIREPROOF
SELF-CLOSING DOOR
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC
37P MAIN HOUSE
37 POCOMO RD
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
37 POCOMO 34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
ARCHITECT
37 POCOMO 37 POCOMO WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
CONTRACTOR
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
STRUCTURAL ENGINEER
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
LANDSCAPE ARCHITECT
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
SURVEYOR
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
STREETSITE
VIEWVIEW - SOUTH
- POCOMO VIEW OF EXISTING TUPELO GROVE
ROAD STREET VIEW - VILLAGE WAY STREET VIEW - VILLAGE WAY SITE VIEW - SOUTH VIEW OF EXISTING TUPELO/SASSAFRAS GROVE
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
REVISIONS
9 VILLAGE WAY
9 VILLAGE WAY
43 POCOMO 41 POCOMO 10 VILLAGE WAY 8 VILLAGE WAY 6 VILLAGE WAY 13 VILLAGE WAY 7 VILLAGE WAY 33 POCOMO VILLAGE WAY
43 POCOMO 41 POCOMO 10 VILLAGE WAY 8 VILLAGE WAY 6 VILLAGE WAY 13 VILLAGE WAY 7 VILLAGE WAY 33 POCOMO VILLAGE WAY
NOT FOR CONSTRUCTION
SIGN & SEAL
ISSUES
1 02/08/2021 HDC Submission
03/10/2021 HDC Revision I
2 03/09/2021
SITE VIEW - NORTH VIEW OF THE BEACH AND NEIGHBORING PROPERTIES
SITE VIEW - NORTH VIEW OF THE BEACH AND NEIGHBORING PROPERTIES DRAWING INFO
CONSTRUCTION DOCUMENTS
DRAWN BY: Author
CHECKED BY: Checker
DATE: 02/01/21
SCALE:
PROJ. NO. 320024
EXISTING CONDITIONS
G-002
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC37P MAIN HOUSE
20
21 #6
37 POCOMO RD
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
DHCB 37 POCOMO ROAD REALTY TRUST
59.66' FND 34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
238.53'
21 ARCHITECT
22
WORKSHOP/APD ARCHITECTURE DPC
100.00'
39 W 38th Street, 7th Fl, New York, NY 10018
50' - 0"
22 T: (212) 273-9712 info@workshopapd.com
18
20
100.00'
50' VEGETATION BUFFER
CONTRACTOR
23
100' - 0"
J. BROWN BUILDER
100' x 59.66' SEPTIC EASEMENT 142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
24
59.66'
100' SETBACK STRUCTURAL ENGINEER
25
CRAFT - ENGINEERING STUDIO
25 39 West 38th Street, 6th Fl
16 New York, NY 10018
T: (646) 912-9867
247' - 9"
25 LANDSCAPE ARCHITECT
25 MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
19
20' SIDE SETBACK T: (508) 333-5138
SURVEYOR
BUILDING
23 NANTUCKET SURVEYORS LLC
PROPERTY
24 5 Windy Way,
Nantucket, MA 02554
SETBACK L
T: (508) 228-0240
LINE
INE
PROPOSED MAIN HOUSE
139' - 5"
3,750 SF GROUND COVER
386.87'
HEIGHT POLE LOCATION 25
101' - 2"
VILLAGE W
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
27
REVISIONS
AY
PROPOSED SHED 2
25
26
NOT INCLUDED IN GROUND COVER
526.13'
561.66'
(FILED UNDER SEPARATE APPLICATION)
PROPOSED SHED 1
200 SF GROUND COVER
(FILED UNDER SEPARATE APPLICATION)
NOT FOR CONSTRUCTION
PROPOSED GARAGE
20' - 0" (FILED UNDER SEPARATE APPLICATION)
20' - 0"
317' - 1" 37 POCOMO RD
27
23
MAP 14 / PARCEL 38
24
25
26
28
182.85'
137.04'
29
SIGN & SEAL
APPROXIMATE LOCATION
OF TUPELO GROVE ISSUES
1 02/08/2021 HDC Submission
35' FRONT SETBACK 03/10/2021 HDC Revision I
2 03/09/2021
#37
35' - 0"
TAKING LINE
240.57'
PROPERTY LINE
DRAWING INFO
CONSTRUCTION DOCUMENTS
D
POCOMO R DRAWN BY: Author
CHECKED BY: Checker
240.00' DATE: 02/08/2021
SCALE: 1/32" = 1'-0"
PROJ. NO. 320024
SITE PLAN
N L-000
SITE PLAN
1 1/32" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC37P MAIN HOUSE
37 POCOMO RD
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
ARCHITECT
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
CONTRACTOR
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
STRUCTURAL ENGINEER
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
LANDSCAPE ARCHITECT
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
SURVEYOR
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
COMBINED PERSPECTIVE VIEWS OF THE SITE
1
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
REVISIONS
NOT FOR CONSTRUCTION
WEST SITE SECTION
2 1/8" = 1'-0"
SIGN & SEAL
ISSUES
1 02/08/2021 HDC Submission
03/10/2021 HDC Revision I
2 03/09/2021
DRAWING INFO
CONSTRUCTION DOCUMENTS
DRAWN BY: Author
CHECKED BY: Checker
DATE: 11/20/19
SCALE: 1/8" = 1'-0"
PROJ. NO. 320024
SITE REFERENCE
L-101
EAST SITE SECTION
3 1/8" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPCMAX. ZONING HEIGHT
30' - 0"
MH ROOF
27' - 4"
37P MAIN HOUSE
37 POCOMO RD
NANTUCKET, MA 02554
12
METAL CHIMNEY CAP
10 OWNER
12
STEVEN L COHEN OF THE
RED CEDAR SHINGLE ROOF 10 37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
ARCHITECT
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
12 12 T: (212) 273-9712 info@workshopapd.com
G
10 10
27' - 4"
H
CONTRACTOR
J. BROWN BUILDER
142 Old South Road
MH SECOND FLOOR Nantucket, MA 02554
PAINTED FASCIA 10' - 8" T: (508) 228-8799
WHITE CEDAR SHINGLE SIDING STRUCTURAL ENGINEER
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
I
PAINTED FASCIA, RAKE AND TRIM T: (646) 912-9867
F E F
LANDSCAPE ARCHITECT
D B C MIROSLAVA AHERN, LLC
C 01 6 Windy Way
FIRST FLOOR
Nantucket, MA 02554
0' - 6"
T: (508) 333-5138
AVG. GRADE
0' - 0"
SURVEYOR
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
BASEMENT
-9' - 2"
BUILDING ELEVATION - SOUTH
1 1/4" = 1'-0"
ALL DESIGNS & SPECS ARE SUBJECT TO
MH ROOF VERIFICATION OF EXG. FIELD CONDITIONS
27' - 4"
REVISIONS
12
10
12 METAL CHIMNEY CAP
10
NOT FOR CONSTRUCTION
12 12 STONE MASONRY CHIMNEY
10 10
27' - 4"
MH SECOND FLOOR
10' - 8"
WOOD RAILING
PAINTED CEDAR, TYP.
WHITE CEDAR SHINGLE SIDING SIGN & SEAL
I PAINTED CEDAR PERGOLA ISSUES
1 02/08/2021 HDC Submission
F F 03/10/2021 HDC Revision I
2 03/09/2021
C C D
FIRST FLOOR
0' - 6"
AVG. GRADE
0' - 0"
DRAWING INFO
CONSTRUCTION DOCUMENTS
DRAWN BY: Author
CHECKED BY: Checker
DATE: 11/19/19
SCALE: 1/4" = 1'-0"
PROJ. NO. 320024
BASEMENT
-9' - 2"
BUILDING ELEVATIONS
A-200
BUILDING ELEVATION - NORTH
2 1/4" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPCMH ROOF
27' - 4"
37P MAIN HOUSE
RED CEDAR SHINGLE ROOF
37 POCOMO RD
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
PAINTED FASCIA, RAKE AND TRIM
Nantucket, MA 02554
G G
ARCHITECT
WHITE CEDAR SHINGLE SIDING WORKSHOP/APD ARCHITECTURE DPC
27' - 4"
H I H H 39 W 38th Street, 7th Fl, New York, NY 10018
WOOD RAILING T: (212) 273-9712 info@workshopapd.com
MH SECOND FLOOR
10' - 8" CONTRACTOR
J. BROWN BUILDER
PAINTED CEDAR PERGOLA 142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
I STRUCTURAL ENGINEER
F F F F F F CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
A
FIRST FLOOR
0' - 6" LANDSCAPE ARCHITECT
AVG. GRADE MIROSLAVA AHERN, LLC
0' - 0" 6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
SURVEYOR
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
BASEMENT
-9' - 2"
BUILDING ELEVATION - EAST
1 1/4" = 1'-0"
ALL DESIGNS & SPECS ARE SUBJECT TO
MH ROOF VERIFICATION OF EXG. FIELD CONDITIONS
27' - 4"
REVISIONS
METAL CHIMNEY CAP
RED CEDAR SHINGLE ROOF
NOT FOR CONSTRUCTION
PAINTED FASCIA, RAKE AND TRIM
27' - 4"
G G G G G
12
WOOD RAILING
10
MH SECOND FLOOR
PAINTED CEDAR PERGORLA 10' - 8"
WHITE CEDAR SHINGLE SIDING SIGN & SEAL
ISSUES
1 02/08/2021 HDC Submission
F F F F F F F 03/10/2021 HDC Revision I
2 03/09/2021
FIRST FLOOR
0' - 6"
AVG. GRADE
0' - 0"
DRAWING INFO
CONSTRUCTION DOCUMENTS
DRAWN BY: Author
CHECKED BY: Checker
DATE: 11/17/20
SCALE: 1/4" = 1'-0"
PROJ. NO. 320024
BASEMENT
-9' - 2"
BUILDING ELEVATIONS
A-201
BUILDING ELEVATION - WEST
2 1/4" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC37 POCOMO RD
NANTUCKET, MA 02554
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
03/09/2021 HDC Revision I
SIGN & SEAL
1 02/08/2021 HDC Submission
03/10/2021 HDC Revision I
2 03/09/2021
CONSTRUCTION DOCUMENTS
DATE:
SCALE:
PROJ. NO.37P MAIN HOUSE
37 POCOMO RD
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
111' - 10"
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
37' - 0" 14' - 1 1/2" 20' - 9" 14' - 1 1/2" 25' - 10"
ARCHITECT
7' - 0" 7' - 1 1/2" 7' - 1 1/2" 7' - 0"
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
MECHANICAL ROOM
CONTRACTOR
J. BROWN BUILDER
009 142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
12' - 2"
STRUCTURAL ENGINEER
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
SEASONAL CLOSET
008 LANDSCAPE ARCHITECT
25' - 9"
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
31' - 0 1/2"
T: (508) 333-5138
31' - 0"
2' - 6" 5' - 5"
AV
SURVEYOR
NANTUCKET SURVEYORS LLC
BUNK ROOM WINDOW WELL
5 Windy Way,
002 Nantucket, MA 02554
UP
4' - 0"
T: (508) 228-0240
20' - 10"
20' - 10"
3' - 11"
MEDIA ROOM
007
BATH
003
58' - 10"
7' - 3"
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
2' - 0"
2' - 0"
AV
STOR. STORAGE REVISIONS
VESTIBULE
20' - 6"
A-201 2 CRAWL SPACE 001
1 A-201
011 UP
STOR. STOR.
NOT FOR CONSTRUCTION
16' - 2"
POWDER
7' - 3"
006 LAUNDRY W
004
10' - 2"
D
19' - 10"
17' - 10"
MECHANICAL SIGN & SEAL
010
ISSUES
9' - 8"
COLD STORAGE 1 02/08/2021 HDC Submission
005 03/10/2021 HDC Revision I
2 03/09/2021
37' - 0" 7' - 0" 14' - 0" 7' - 0" 14' - 0" 7' - 0" 17' - 0" 3' - 10" 5' - 0"
111' - 10"
DRAWING INFO
CONSTRUCTION DOCUMENTS
1 DRAWN BY: Author
CHECKED BY: Checker
A-200 DATE: 11/12/20
SCALE: 1/4" = 1'-0"
PROJ. NO. 320024
BASEMENT FLOOR PLAN
N A-100
BASEMENT - CONSTRUCTION PLAN
1 1/4" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC103' - 0"
A-200
2
37P MAIN HOUSE
37' - 0" 7' - 0" 7' - 1 1/2" 20' - 9" 7' - 1 1/2" 7' - 0" 17' - 0" 8' - 10"
37 POCOMO RD
16' - 0" NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
9' - 0"
PATIO ARCHITECT
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
13' - 1"
CONTRACTOR
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
12' - 2"
GUEST BEDROOM 1
109 STRUCTURAL ENGINEER
9' - 0"
PATIO CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
21' - 8"
LANDSCAPE ARCHITECT
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
4' - 10"
31' - 0"
BATH
33' - 0"
108
SURVEYOR
CLOSET HIS STUDY NANTUCKET SURVEYORS LLC
110 5 Windy Way,
114
12' - 10"
Nantucket, MA 02554
4' - 0"
PATIO T: (508) 228-0240
VESTIBULE
AV / STOR.
20' - 10"
20' - 10"
107
4' - 0"
UP
WETBAR BATH
VESTIBULE VESTIBULE 113 115
STOR. STOR.
58' - 10"
PANTRY
7' - 3"
106 111
104
37' - 0"
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
BEV. BEV.
2' - 0"
STOR. STOR. STOR. STOR.
DN REVISIONS
DN
HALLWAY VESTIBULE
20' - 6"
KITCHEN/DINING
6' - 0"
6' - 0"
A-201 2
1 A-201
105 102 112 UP
2' - 8 1/2"
DW
OV.
NOT FOR CONSTRUCTION
16' - 2"
W/D
REF. PANTRY
7' - 3"
POWDER
103
4' - 3 1/2"
101
REF. MUDROOM LAUNDRY
117 116
ENTRANCE
3' - 2"
MEDIA / STUDY
100
19' - 10"
19' - 10"
118
17' - 10"
17' - 10"
7' - 8 1/2"
SIGN & SEAL
CLOSET
ISSUES
9' - 8"
1 02/08/2021 HDC Submission
03/10/2021 HDC Revision I
2 03/09/2021
4' - 10 1/2"
37' - 0" 7' - 0" 14' - 0" 7' - 0" 14' - 0" 7' - 0" 17' - 0"
111' - 10"
DRAWING INFO
CONSTRUCTION DOCUMENTS
1 DRAWN BY: Author
CHECKED BY: Checker
A-200 DATE: 11/20/19
SCALE: 1/4" = 1'-0"
PROJ. NO. 320024
FIRST FLOOR PLAN
N A-101
1ST FLOOR - CONSTRUCTION PLAN
1 1/4" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC21' - 8" 20' - 3 1/2"
A-200
2
20' - 9" 14' - 1 1/2" 17' - 0"
37P MAIN HOUSE
37 POCOMO RD
2' - 4 1/2" 16' - 0" 2' - 4 1/2" 1' - 11 1/2" 13' - 1" 1' - 11 1/2" NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
9' - 0"
DECK ARCHITECT
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
CONTRACTOR
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
MASTER BEDROOM
204
STRUCTURAL ENGINEER
9' - 0"
DECK
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
LANDSCAPE ARCHITECT
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
30' - 9"
HER CLOSET HIS CLOSET
202 203 SURVEYOR
MEDIA NANTUCKET SURVEYORS LLC
5 Windy Way,
213 Nantucket, MA 02554
T: (508) 228-0240
41' - 0"
VESTIBULE
201
DN
LINEN LINEN
WETBAR BATH
212 214
37' - 0"
ALL DESIGNS & SPECS ARE SUBJECT TO
10" / 12"
VERIFICATION OF EXG. FIELD CONDITIONS
DN REVISIONS
MASTER BATH VESTIBULE
A-201 2
205 211
1 A-201
10" / 12"
NOT FOR CONSTRUCTION
GUEST BEDROOM
215
10" / 12" 10" / 12" 10" / 12" 10" / 12"
SIGN & SEAL
ISSUES
1 02/08/2021 HDC Submission
03/10/2021 HDC Revision I
2 03/09/2021
DRAWING INFO
CONSTRUCTION DOCUMENTS
1 DRAWN BY: Author
CHECKED BY: Checker
A-200 DATE: 11/09/20
SCALE: 1/4" = 1'-0"
PROJ. NO. 320024
SECOND FLOOR PLAN
N A-102
2ND FLOOR - CONSTRUCTION PLAN
1 1/4" = 1'-0"
COPYRIGHT © 2020 WORKSHOP/APD ARCHITECTURE DPC103' - 0"
A-200
2
37P MAIN HOUSE
37 POCOMO RD
37' - 0" 7' - 0" 7' - 1 1/2" 20' - 9" 7' - 1 1/2" 7' - 0" 17' - 0"
NANTUCKET, MA 02554
OWNER
STEVEN L COHEN OF THE
37 POCOMO ROAD REALTY TRUST
34 Main Street, 2nd Floor P.O Box 786
Nantucket, MA 02554
ARCHITECT
WORKSHOP/APD ARCHITECTURE DPC
39 W 38th Street, 7th Fl, New York, NY 10018
T: (212) 273-9712 info@workshopapd.com
CONTRACTOR
J. BROWN BUILDER
142 Old South Road
Nantucket, MA 02554
T: (508) 228-8799
STRUCTURAL ENGINEER
CRAFT - ENGINEERING STUDIO
39 West 38th Street, 6th Fl
New York, NY 10018
T: (646) 912-9867
LANDSCAPE ARCHITECT
MIROSLAVA AHERN, LLC
6 Windy Way
Nantucket, MA 02554
T: (508) 333-5138
SURVEYOR
NANTUCKET SURVEYORS LLC
5 Windy Way,
Nantucket, MA 02554
T: (508) 228-0240
10" / 12" 10" / 12"
10" / 12" 10" / 12"
37' - 0"
ALL DESIGNS & SPECS ARE SUBJECT TO
VERIFICATION OF EXG. FIELD CONDITIONS
10" / 12"
REVISIONS
20' - 6"
A-201 2
1 A-201
10" / 12"
NOT FOR CONSTRUCTION
10" / 12" 10" / 12" 10" / 12"
10" / 12"
SIGN & SEAL
ISSUES
1 02/08/2021 HDC Submission
03/10/2021 HDC Revision I
2 03/09/2021
37' - 0" 7' - 0" 14' - 0" 7' - 0" 14' - 0" 7' - 0" 17' - 0"
103' - 0"
DRAWING INFO
CONSTRUCTION DOCUMENTS
1 DRAWN BY: Author
CHECKED BY: Checker
A-200 DATE: 11/20/19
SCALE: 1/4" = 1'-0"
PROJ. NO. 320024
ROOF PLAN
N A-103
ROOF PLAN
1 1/4" = 1'-0"
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