COA 188 Dromoland Lane for Comm ittee use only
By a vote o
Conditions of Approval
This Certificate is hereby APPROVED
Aye Nay Abstain Date
New Build Addition Alteration Residential
Type of Building House Garage Barn Shed Other
Project Roof Windo ws/Doors Siding/Painting Solar Other
Landscape Feature Fence Wall Flag Pole Pool Other
New Sign Replace Sign Repaint Sign
Town of Barnstable
Old King's Highway Historic District Committee
367 Main Street, Hyannis, Massachusetts 02601
Telephone (508) 862-4787, Email grayce.rogers@town.barnstable.ma.us
APPLICATION FOR CERTIFICATE OF APPROPRIATENESS
Application is hereby made, with six (6) complete, colored sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,
Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this
application for:
Date Date Built: Map & Parcel
Property Ow ner Phone
Street address Email
Village
Mailing address Signature
Agent/Contractor Phone
Agent Address Email
Agent Signature
If approved, the Certificate of Appropriateness expires one year from the stamped approval date or upon the expiration of a Building
Permit, w hichever date shall be later. A one year ex tension may be requested, in w riting, to the Old King’s Highw ay Administrative
Assistant at 367 M ain Street, Hyannis, M A 02601. This request must be received prior to the date of expiration.
There is a 10 day appeal period plus a four day waiting period for all applications after w hich time your approval paperw ork w ill be
availabl e for pickup and building per mit sign-off. All applications are subject to meeting any applicable building code requirements.
Check all categories that apply
Building Construction Commercial
Sign
Other _
Description of Proposed Work
DENIED
CERTIFICATE OF APPROPRIATENESS – SPEC SHEET
CHIMNEY Material Color
ROOF Make & style Color
Roof Pitch (s) – (7/12 minimum)
(specify on plans for new building & major additions)
GUTTER T ype/Material Color
WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS
Window /Door Tri m material Wood Other specify
Size of cornerboards Size of casings (1X4 min) Color
Rakes 1st member 2nd Member Depth of overhang
Window s: Make/Model Material Color
Window Grills Divided Light Exterior Glued Grills Grills Between Glass
Remo vable Interior Grills No Grills Grill Pattern
Doors: Style & Make Material Color
Garage doors: Style Size of opening Material
Color
Shutters: Type & Style Material Color
Skylights: Type Make & Model
Material Size Color
SIDING Type Clapboard Shingle Other
Material Red Cedar White Cedar Other
Paint Color
FOUNDATION T ype (max 12’ exposed)
DECK Material Color
SIGNS Size Materials Color
FENCE T ype (split rail, chain link) Color
Material Length
RETAING WALL Description
LIGHTING Type and location (free standing
affixed to structure, illuminated)
T.O.F. EL.= 67.4'± FINISH GRADE OVER D-BOX= 67.2''f PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE
FINISH GRADE OVER CHAMBERS 66.8 - 67.2 L NOTES
PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED
STONE TO CROWN OF PIPEWITHCOVEROVERINLET& 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTIONRISERTOWITHIN6"OF FINISHED GRADE 4".SCHEDULE 40 PVCFINISHGRADEOUTLETTOWITHIN6"OF F.G. INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
66.5 # F.G. OVER TANK EL = 667 t 5" DIA OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21)2"OF 1/8"TO 1/2"DOUBLE WASHED@FND. EL.= STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
PLACE RISERS ON ALL DESIGN ENGINEER.
EXISTING 4" PROPOSED 4" 5.0' MAX.TOP OF SAS= 61 ,$Q'
5.4 MAX. CHAMBERS WITH
3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE SCH. 40 PVC SEE NOTE 23 60,80' SEE NOTE 23 INLET PIPES TO 6"OF
SEWER PIPE BREAKOUT EL= 61 .30 SYSTEM UNLESS OTHERWISE NOTED.
FINISHED GRADE-
6" 3f' 3" DROP MAX
3„ 9„4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
2 DROP MIN L=23 t
MIN.SLOPE @ 1% PROVIDE WATERTIGHT ELEVATION =61.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
13"4 PVC IN FROM JOINTS (TYP.) Cb-40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
14" 5t. '± SEPTIC TANK 4"PVC OUT TO 0 Q 0 0 0 0 0 0 0 0 0 Q 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR TO PROVIDE LEACHING FACILITY
D 00 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.SPECIFIED DROP BETWEEN C) 0 0 0
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 12" 6" o0 0 0
OUTLET TEE 61.20 MIN. 6 ,03' 2'
o
po
6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48 VERIFY CONDITION OF 00
AND CONDITION
SIZE
EXISTING TEES
oo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE 4" PVC TEE 6"CRUSHED STONE
o O o o C FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM ISEXISTINGSEPTICANDREPLACEAS
OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTHTANKNECESSARYCOMPACTEDBASE
3
4.0' I 4.0
4.0 4.0
AND DESIGN ENGINEER.
8.5' TYP
OUTLET DISTRIBUTION BOX TYP') 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 65.00,
TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 53.80'
PIPES TO BE LAID LEVEL. 58.80 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE ATEXISTING1 ,500 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON H-20 CHAMBERS 5 MIN.CHAMBER END VIEWCROSSSECTIONVIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CONTRACTOR TO VERIFY EXISTING SEPTICTANK PROFILE TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
ELEVATION PRIOR TO ANY WORK& L CDETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
k„ .. •T TDATAREGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. 15900 APPROPRIATE AUTHORITY.
12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATEDINSPECTOR: Donald Desmarais, RS
a • UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
DECK ra . .
11` .+ C.S.E. APPROVAL DATE: Oct. 27, 1999
J . 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
BH
1
DATE: February 6, 2019
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT#: 1
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP= 66.80' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV WATER=53.80
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PERC RATE_ <2 min./inch* SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
o t LOCUS DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN:to
188 r... v;
EXISTING to
04 c ASSESSOR'S MAP 335 LOT 83
3-BEDROOM o a TEXTURAL CLASS: 1
DWELLING MAP 335 z
OWNER OF RECORD: LAWRENCE G. &CLAIRE RUNGE
N, LOT 83 r i
a, 44 754±S.F. ao o ADDRESS: 188 DROMOLAND LANE
FFE =68.4± n: o„ 66,80'D MCUMMAQUI A 02637
C
fi Fill
fi x W FEMA FLOOD ZONE X
J PORGH o -: 12"
Sand
65.80' COMMUNITY PANEL# 25001 CO559J
A y Loam
1 OYr 3/1 17. DEED REFERENCE: BOOK 9683, PAGE 131
r
18. PLAN REFERENCE: PLAN BOOK 354, PAGE 65
6 - 3
EXISTING 1,500 r
GAS TOF= GALLON SEPTIC c
v
0
B
O
Loam 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
10Yr 4/6
METER 67.4± TANK TO BE UTILIZED 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY4'.
rr 1 IN THIS DESIGN FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
72" 60.80' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
HC-v o
ZONE 2 21. A 4"PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. AMAP335
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
LOT 84 dCMed.-Coarse San
2.5Y 6/6 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
Benchmark BIT. DRIVEWAY REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.LOCUS PLANNailinTreeIPROPOSEDH-20 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE
Elevation =65.00' EXISTING DISTRIBUTION
APPROVALS ARE REQUESTED FROM 310 CMR 15.221 (7):DISTRIBUTION BOX
Approx. M.S.L. v BOX TO BE ABANDONED i \
w
SCALE: 1"= 1000'
N 156" 1.) A 2.4'WAIVER(3.0-5.4') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY.
53.80,6l 2.) A 2.0'WAIVER(3.0-5.0') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX.
No Mottling, Standing or Weeping ObservedELECTRIC9, 9 P 9
b4"TREES N PROPOSED METERDESIGN DATA LEGEND
18"TREE 2d. 2-500 GALLON CABLE Perc rate per Perc#P-5826
H-20 LEACHING I TELEPHONE in"C"soil), dated 6-9-1986 50xO' EXISTING SPOT GRADE
EXISTING LEACHING PIT CHAMBERS BOX
I TO BE PUMPED, FILLED D i
NUMBER OF BEDROOMS 3 on file with the Barnstable
1 Tf'1
r
Board of Health 50 --- EXISTING CONTOUR
WITH CLEAN COARSE 1 2)
SAND, AND ABANDONED
ELECTRIC DESIGN FLOW 110 GAUDAY/BEDROOM
6931 HAND HOLE TOTAL DESIGN FLOW 330 GAUDAY
r o PROPOSED CONTOUR
LP 6 6. 50 PROPOSED SPOT GRADEvLDESIGNFLOWx200 % = 660 GAUDAY T T
PERC NO. 1590OLPl\ /
USE EXISTING 1,500 GALLON SEPTIC TANK GAS EXISTING GAS LINE
INSPECTOR: Donald Desmarais, RS
E E EXISTING UNDERGROUND ELECTRIC
N 4 EVALUATOR: Michael Pimentel, EIT, CSE
MAP 335 I P.
LOT 82 I ` J 4"TREE C.S.E. APPROVAL DATE: Oct. 27, 1999 T/C EXISTING UNDERGROUND TELEPHONE/CABLE
INSTALL 2 - 500 GAL. H-20 CHAMBERS w/AGGREGATE
1 66x DATE: February 6, 2019
W W EXISTING WATER LINE
SIDEWALL CAPACITY TEST PIT#: 2
67- --'-
3)
PROPOSED LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY ELEV TOP= 66.80' 1 TEST PIT LOCATION
PROPOSED 4" INSPECTION/ 25.0'+ 12.83') (2 ) (21) (0.74 GPD/S.F.) 112.0 GAUDAY
PVC VENT PIPE; PORT , / ELEV WATER=53.80' EXISTING 1,500 GALLON SEPTIC TANK
to I EXACT LOCATION BOTTOM CAPACITY PERC RATE _r2 PER OWNER PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
6a' _ \D oP LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
DEPTH OF PERC=25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY
PROPOSED H-20 DISTRIBUTION BOX
67- _._. ' GP5 \ ! QQ` TEXTURAL CLASS: 1
D O O PROPOSED 500 GALLON H-20 LEACHING CHAMBER1IN100° GP5
TOTALS: 0
rn ' ' , \ TOTAL NUMBER OF CHAMBERS 2
TOTAL LEACHING AREA 472.2 SQ.FT.
o„ 66.80'
REV. DATE BY APP'D.DESCRIPTION
TOTAL LEACHING CAPACITY 349.4 GAL./DAY
Fill
12" 65.so' PROPOSED SEPTIC SYSTEM UPGRADE
A PREPARED FOR:oo', 1 \ GPs RAG
Sandy1OYr311m
GP f
CAPEWIDE ENTERPRISES
I \ 41 44 / c"1 do W NOTES: g LOCATED ATpSOYr4/6
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 1$$ DRQMQLAND (ENE
r EACH SEPTIC SYSTEM COMPONENT.
72" 60.80' BARNSTABLE, MA 02630
SWING-TIES 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 15, 2019
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT
6$ 0 5 10 20 40 FEET
DESCRIPTION HC-1 HC-2 ND `AN DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF tN of
QX_N HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. C Med.-Coarse Sand
CORNER OF STONE (1) 51.5' 37.0' OFIC WIDE`AYpUTI s2.5Y 6/6 IOHN L '" PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. -,
CORNER OF STONE (2) 63.8' 47.2'
3.) ENTIRE PROPERTY IS LOCATED OUTSIDE A DEP APPROVED ZONE 2. CIVIL w JC ENGINEERING, INC.
No. 41807 2854 CRANBERRY HIGHWAY
CORNER OF STONE (3) 62.1' 64.2'
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN
I EAST WAREHAM, MA 02538
o
CORNER OF STONE(4) 49.4' 57.1' SITE PLAN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY 156" 53.80' 5508.273.0377ENGINEERIFMEASUREMENTSAPPEARTOBEINCORRECT.
SCALE: 1"= 10' NO Mottling, Standing Of Weeping Observed Drawn By: SJI Designed By:SJI Checked By:JLC JOB No.4539
Scale: As NotedProposed Renovations to theMuldoon Architects llc571 MA-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comA 0.0Cover SheetDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MAMurphy ResidenceAugust 8, 2022Project Status: Approval Set188 Dromoland Lane, Barnstable, MA- Drawing List -Sheet Number Sheet NameA 1.1 Proposed First Floor PlanA 1.2 Proposed Second Floor PlanA 1.3 Proposed Roof PlanA 2.1 Proposed ElevationsA 2.2 Proposed ElevationsX 1.1 Existing First Floor PlanX 1.2 Existing Roof PlanX 2.1 Existing ElevationsX 2.2 Existing ElevationsX 2.3 Ex. Ext. Elevation Photographs
DNDNDNX2.11X2.21X2.22X2.126'-1" +/-WD23'-0 1/2" +/- 24'-5" +/- 28'-8 1/2" +/-24'-0 1/2" +/-103KITCHENCLG. HT.: 7'-6"H.W.105HALLWAYCLG. HT.: 7'-6"H.W.101GARAGECLG. HT.: 8'-8 1/2"SLAB113LIVING ROOMCLG. HT.: 7'-6"H.W.112SUNROOMCLG. HT.: 12'-1 1/4"H.W.104BATHCLG. HT.: 7'-6"TILE107BEDROOMCLG. HT.: 7'-6"CARPET76'-2" +/-108BEDROOMCLG. HT.: 7'-6"CARPET111BEDROOMCLG. HT.: 7'-6"CARPET110BATHCLG. HT.: 7'-6"TILE109BATHCLG. HT.: 7'-6"TILE40'-0 1/2" +/-14'-11 3/4" +/- 20'-0 3/4" +/- 13'-11 1/2" +/- 27'-2" +/-13'-11 1/2" +/-8'-0 1/2" +/-2'-0 1/2" +/-106ENTRYCLG. HT.: 7'-6"TILE102ENTRYCLG. HT.: 7'-6"H.W.X 2.22X 2.21X 2.11X 2.120'3'6'12'Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comX 1.1Existing First Floor PlanDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Ex. First Floor Plan
DNDNDNUPUPA2.22A2.21A2.11A2.12102GARAGECLG. HT.: 8'-8 1/2"EX. SLAB104DINING ROOMCLG. HT.: 7'-6"NEW H.W.103KITCHENCLG. HT.: 7'-6"NEW H.W.WD107SUNROOMCLG. HT.: 12'-1 1/4"NEW H.W.106ENTRYCLG. HT.: 7'-6"NEW H.W.101MUDROOMCLG. HT.: 7'-6"NEW TILE111BEDROOMCLG. HT.: 7'-6"NEW H.W.108M. BEDROOMCLG. HT.: 7'-6"NEW H.W.109M. BATHCLG. HT.: 7'-6"EX. TILE110BATHCLG. HT.: 7'-6"EX. TILE112LAUNDRYCLG. HT.: 7'-6"NEW TILE105POWDERCLG. HT.: 7'-6"NEW TILEA 2.22A 2.21A 2.11A 2.1214'-11 3/4" +/- 20'-0 3/4" +/- 13'-11 1/2" +/- 27'-2" +/-2'-0 1/2" +/-24'-0 1/2" +/- 13'-11 1/2" +/-40'-0 1/2" +/-23'-0 1/2" +/- 24'-5" +/- 28'-8 1/2" +/-76'-2" +/-8'-0 1/2"0'3'6'12'Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comA 1.1Proposed First Floor PlanDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Prop. First Floor Plan
DNDNA2.22A2.21A2.11A2.12201ATTIC STOR.CLG. HT.: 7'-4 3/4"NEW H.W.202BEDROOMCLG. HT.: 7'-4 3/4"NEW H.W.204BATHROOMCLG. HT.: 7'-4 3/4"NEW TILE205LIVING ROOMCLG. HT.: 7'-4 3/4"NEW H.W.203HALLWAYCLG. HT.: 7'-4 3/4"NEW H.W.A 2.22A 2.21A 2.11A 2.120'3'6'12'23'-0 1/2" +/- 24'-5"23'-5 1/4" +/- 16'-7 1/4" +/-40'-0 1/2" +/-3 1/2"14'-11 3/4" +/- 20'-0 3/4" 13'-11 1/2"49'-0" +/-28'-5" +/-76'-2"6'-3 1/4" +/- 1'-10 1/4" +/-15'-3 1/4"Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comA 1.2Proposed Second Floor PlanDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Prop. Second Floor Plan
X2.11X2.21X2.22X2.12X 2.22X 2.21X 2.11X 2.128.57.78.58.58.58.58.28.20'3'6'12'Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comX 1.2Existing Roof PlanDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Ex. Roof Plan
A2.22A2.21A2.11A2.12A 2.22A 2.21A 2.11A 2.127.78.538.28.28.28.58.58.58.58.5WHITE ALUMINUM FLASHING/DRIP, TYPICE AND WATER SHIELD3'-0" FROM EDGE ANDTRANSITIONS, TYP.ASPHALT ROOF SHINGLESON UNDERLAYMENT, TYP.0'3'6'12'WHITE K-STYLE GUTTER8.5Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comA 1.3Proposed Roof PlanDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Prop. Roof Plan
T.O. FIRST FLOOR0' -0"T.O. ATTIC8' -3 1/4"T.O. GARAGE SLAB-1' -2 1/2"T.O. RIDGE18' -5 7/32"T.O. FIRST FLOOR0' -0"T.O. ATTIC8' -3 1/4"T.O. RIDGE18' -5 7/32"0'3'6'12'Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comX 2.1Existing ElevationsDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1EXISTING SOUTH ELEVATION1/8" = 1'-0"2EXISTING WEST ELEVATION
T.O. FIRST FLOOR0' -0"T.O. SECOND FLOOR8' -4"T.O. GARAGE SLAB-1' -2 1/2"ASPHALT ROOF SHINGLES3:12 PITCHNEW WINDOWSCUSTOM BRACKETSPAINTED TRIM, TYPCUSTOM COLLONADENEW DOOR AND SIDELIGHTNEW WINDOWSNEW WINDOWSCEDAR SHINGLE SIDING, TO MATCH EX.CEDAR SHINGLE SIDING, TO MATCH EX.NEW WINDOWNEW CUPOLAT.O. RIDGE18' -5 7/32"GUTTER,TO MATCH EX.T.O. FIRST FLOOR0' -0"T.O. SECOND FLOOR8' -4"NEW CUPOLACEDAR SHINGLE SIDING, TO MATCH EX.PAINTED TRIM, TYPNEW SKYLIGHT0'3'6'12'T.O. RIDGE18' -5 7/32"Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comA 2.1Proposed ElevationsDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Prop. South Elevation1/8" = 1'-0"2Prop. West Elevation
T.O. FIRST FLOOR0' -0"T.O. ATTIC8' -3 1/4"T.O. GARAGE SLAB-1' -2 1/2"T.O. RIDGE18' -5 7/32"T.O. FIRST FLOOR0' -0"T.O. ATTIC8' -3 1/4"T.O. GARAGE SLAB-1' -2 1/2"T.O. RIDGE18' -5 7/32"0'3'6'12'Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comX 2.2Existing ElevationsDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1EXISTING NORTH ELEVATION1/8" = 1'-0"2EXISTING EAST ELEVATION
T.O. FIRST FLOOR0' -0"T.O. SECOND FLOOR8' -4"T.O. GARAGE SLAB-1' -2 1/2"NEW CUPOLANEW WINDOWSNEW SKYLIGHTSNEW DOORREPLACE SKYLIGHTSNEW WINDOWST.O. RIDGE18' -5 7/32"T.O. FIRST FLOOR0' -0"T.O. SECOND FLOOR8' -4"T.O. GARAGE SLAB-1' -2 1/2"CHECK DIM. IN FIELDNEW SKYLIGHTNEW CUPOLACUSTOM BRACKETSASPHALT ROOF SHINGLESPAINTED TRIM, TYP0'3'6'12'T.O. RIDGE18' -5 7/32"Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comA 2.2Proposed ElevationsDraw n By: MMDate: 08/08/2022Murphy Residence188 Drom oland Lane, Barnstable, MA1/8" = 1'-0"1Prop. North Elevation1/8" = 1'-0"2Prop. East Elevation
Scale: As NotedProposed Renovations to theMuldoon Architects llc571 Ma-28, Harwich Port, MA 02646t: 774 . 237 . 9671 www.muldoonarch.comX 2.3Ex. Ext. Elevation PhotographsDraw n By: AuthorDate: 09/08/22Murphy Residence188 Drom oland Lane, Barnstable, MAEXISTING SOUTH ELEVATIONEXISTING NORTH ELEVATIONEXISTING EAST ELEVATION