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NUMBER
QTY
MANUFACTURER
TYPE
MODEL#
PROTECTION
LOCATION
NOTES
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5
ANDERSEN
400 SERIES
DOUBLEHUNG
TW 2446
GARAGE & REC ROOM
ANDFRSEN STORM DOOR
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ANDERSEN
400 SERIES
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TW 2852
REC ROOM
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ANDERSEN
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NUMBER
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TYPE
MODEL#
PROTECTION
LOCATION
NOTES
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FIBERGLASS
9 LITE.2 PANEL
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ANDFRSEN STORM DOOR
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CON5TUC110N 5�T
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SECOND FLOOR PLAN
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�ftl (tAPM,� JjrFLOOR
Vial FLOOR ROUGH WAP
CKAa 15r FLOOR FOO ITAP
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FT, FWTOP AWACHE P
TO CONCPETE
Shear Wall A Ccs cticn ( Verify or 5;pply) ( see plar for d men5iat5)
Poundatiar to the underside of the roof pI wood
2x 5tud5 5paced aE 16 cr Center 'with 2-2% 5tud5 at each end.
-112 exterior grade pl p,00d ( minimum) na led w/ 8d common nails Braced at 6 on center around the perimeter of the shear wall Amen and all Interior
pl , Noe: pipwood span verb a!!y between floor s or pro ide slid bio king a all halzmt� pl �viced Jai is nailed at 6 on center (s4:vd) . Provide 8d common nails
Spaced at 12 on center el �cvhcrc,
-Connect the 2-2x stud5 at either end of the dear wall to the foundation with a 5nni 04-SG52.5,odour The hb'dmwn shall be located on 'op of the first floor
4.ac, connected to the 2-2x -tuck with (10) 5i rp m SGS % x2-1/2 5crew5, and corrected to the concrete wrdr a 5/ 8 diameter anchor bolt epoxied into the concrete
a minimim of 6 , provide ellid blochinq ktvveen the underside of the first floor aid the top of the foundation wall at 1 4 hdd down location5,
Shear Wall P Construction ( see plan for dime bions)
Fcundatior to the ui&ir510c of the roof ply,mod
2x6 studs Spaced at 16 cn center with 2-2x6 5+uds at each end.
-112 exterior grade plywood ( minimum) ( POTN FACES) na''6d w/ 8d co, mmou nalls orated at 3 on center around the perimeter of the shear wall d'�men5iai5 and all in,crlor
)oint5, Note, Flgwood to Span vcrtcally betAeen floe or provide Solid Pockinq at all horizontal plywood pints nailed at 3 on center. ( 5talgered) Provide 8d common nails
Spaced at 12 on center elsewhere.
-Connect the 2-2x6 5tud5 at either end of the shear wall to the foundation with a 5impw NnU2 5252,5 hddown. IHe hi' shall be located on top of the foundation
shoe, connected to the 2-2x6 5tad5 with ( 6) Simpson 5P5' x 2-112 screws, and corrected to the concrete with a 5/ 8 diameter anchor Wt epoxied into the concrete
a minimum of 8
Shear Wall C Construction ( see plan for dimen5iors)
Foardatiai to the underside of tine rx' plutvood
2x6 5bud5 spaced at 16 on center wtlr 22x6 5ai a; each end,
-112 exterior grade plywood ( minimum) nailed w/ 8d common natl5 Spaced at 6 on center around the perimeter of the Shea wall dimensions and all interic
)oint5, Note: Flu�wood to =px ve,ticalba d6t sen flc r5 or provide 5olld blotting at all horizontal plywood pint, ri at 6 on center (b14ered) , Provide 8d common mai'5
spaced at 12 or center 65evhcrc,
-Connect the 226 suds at either end o` the Shea- wall to the fouirdeta with a Simpson WIJ'2-51752,5 hddown.1he ho'dawn 514 be l aced on top of the foundation
s oe, connected to the 2-26 ebad5 with ( 6) Slmp to 5175'/, x 2-112 crews, and connected to the concrete with a 5/ 8 eameter anchor hilt epoxied into the concrete
a minimum of 6
PIPCE VENT
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NAILS EACH 51 OE PIbGE
Cox UNPFP ASPHALT 9d N1105, WATEP &
ICE PA'PIEP, ALL LOVV rlfCH POOF5, CmP
POOFS V' FPOM 50fFlf & VALLEYS ONLY,
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20'x10" CONE, FOOLING
BUILDING SECTION
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PM: 2019-06-14
CON5TFUC110N 5FT
FOUNDiATION PLAN
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CON5TFUCTION 5FT
GARAGE ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
s A
TO 1,105 8
TiLNESf�IOW l 1
REC ROOM ELECTRICAL PLAN
SCALE: 1/4" ='I.'-0'?
ELECTRICAL SPECS.
1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS FOR EXACT LOCATION OF All EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL
ALL ITEMS REQUIRED FOR COMPLETE AND ACCEPTABLE WORKING INSTALLATION.
2. ALL WORK SHALL COMPLY PATH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND SHALL
COMPLY TWTH ALL LOCAL RULES AND ORDINANCES HAYING JURISDICTION.
3. MINIMUM WIRE SIZE SHALL BE 112 AND. UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER
WITH THWN OR THHN INSULATION.
4. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITERS LABEL (U.L) WHERE APPLICABLE
5. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IB ARTICLE 250
OF THE NATIONAL ELECTRICAL CODE _
6. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE
LOCAL UTILITY COMPANIES
7. All DISCONNECT SWITCHES SHALL BE RATED FOR 10,0W A.I.C. UNLESS OTHERWISE NOTED. ALL FUSES SHALL
BE RATED FOR 100,000 A.I.C. AND SHALL BE CURRENT UMITING
8. OUTLET BOXES SHALL BE PRESSED STEEL N DRY LOCATIONS PLASTIC BOXES MAY BE USED N LIEU OF THE
STEEL BOX AS PERMITTED BY LOCAL CODES. IN DAMP OR WET LOCATIONS BOXES SHALL BE MADE FROM CAST
ALLOY PATH THREADED HUBS SPECIAL ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS.
9. SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED NTH FACTORY FABRICATED ASSEMBLY ON
INSULATED CONDUCTORS N A FLEXIBLE METALLIC ENCLOSURE ('MC' CABLE) WHERE PERMITTED BY LOCAL CODES
PROVIDE BCD ALTERNATE
10. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS N EACH HOT LEG. R SHALL
BE THE RESPONSIBIUTY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS AS REQUIRED BY CODE.
11. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL DISCONNECT SWITCHES M CURRENT PROTECTION,
AND WIRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO
BE SUPPLIED BY THE AIR CONDITONING CONTRACTOR AND OONNECYIED BY THE ELECTRICAL CONTRACTOR
12. ALL EXFRIOR RECEPTACLES SHALL BE WEATHERPROOF AND G.F.I.
13, ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHERPROOF.
14. ALL SMOKE DETECTORS SHALL BE HARDWIRED TO THE NEAREST BATHROOM OR KITCHEN LIGHTNG CIRCUIT (NO
GF.I. CIRCUIT) WITH BATTERY BAC( -UP, INTERCONNECTED, AND INTEGRAL WITH AN ALARM SYSTEM.
14. INSTALLATION HEIGHTS UNLESS OTHERWISE NOTED:
WALL HUNG TELEPHONE - 56' A.F.F.
TELEPHONE JACK - 12' A.F.F.
LIGHT SWITCH - 48' A.F.F.
RECEPTACLE - 12' A.F.F.
TELEVISION JACK - 12' A.F.F.
15. RECEPTACLES AND/ OR JUNCTION BOXES SHALL NOT BE PLACED IN A BACK TO BACK CONFIGURATION.
16. ALL RECESSED CANS MUST BE IC RATED FIXRIRES WITH NO BULB LARGER THAN 75 WATTS.
17. ARCH FAULT PROTECTION SHALL BE PROVIDED IN ALL BEDROOM FIXTURES AND OUTLETS.
18. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR N A FIRST LASS WORKMANLIKE
MANNER.
19. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF
CONSTRUCTION.
20. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS
FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS
SHALL BE COMPLETED 'WITHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER
PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.
21. CONTRACTOR OPTIONAL ELECTRICAL SERVICE DESIGN REVISIONS MUST BE ACCOMPANIED BY APPROPRIATE
PLANS RENEW, CALCULATIONS, RISER DIAGRAMS, ETCETERA.
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PATE 2019-08-14
COWFUCTION 5�T
ZONING SUMMARY
\l/ J ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
REQUIREDEXISTING PROPOSED'
MIN. LOT SIZE 25,000 S.F. 18,852 S.F. 18,852 S.F.
MIN. LOT FRONTAGE 150' 15028' 150.28'
MIN, FRONT SETBACK 30' 58 0' 30.3'
MIN. SIDE SETBACK 15' 15.7' 15.7'
/ \ nnnnnn _1 MIN. REAR SETBACK 20' 72.6' 72.6'
MAX. BUILDING COVERAGE 25% 8.5% 12.1%
jr-
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DICE #19-029
LOT AREA _
18,852 SE [ x. WINDOW \
nxx WELL p l/ rnl
AC
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EXISTING
DWELLING
w Ili_ I
1
E%ISpNG SIDNE
ORIVEIYAT TO BE k\.
RECONFlGURED IN
AREA OF GWT�(E T
ENTRANCE �C `
if PAVEO OR\ AY
1
BENCHMARK'
HYDRANT TAG
BOLT g85
8.27' NAVD88
Scale.1"= 20'
G m 20 30 40 sO FEET
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 17 PARCEL 74
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL.
11) AS SHOWN ON COMMUNITY PANEL
g25001CO588J DATED 7/16/2014
OWNER OF RECORD
21 TROY ROAD LIMITED PARTNERSHIP
64 FLETCHER ROAD
BELMONT, MA 02478
REFERENCES
DEED BOOK 31154 PAGE 182
PLAN BOOK 382 PAGE 32
/ NOTES
l 1. DATUM IS NAW 88
55 y /N� 2 MUNICIPAL WATER IS EXISTING
66 NT 0
80� 3, THIS PLAN 15 FOR PROPOSED WORK ONLY AND
NOTBE USED FOR LOT LINE siANING OR MYOTH i0
OTHER PURPOSE,
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-808-344-0233) AND
VERIFYING THE LOCATON OF ALL UNDERGROUND k
DRIVEWAY — — OVERHEAD UTUnES PRIOR TO COMMENCEMENT OF
OH WORK.
\ 5. EXISTING SEPTIC LOCATION PER TE—CAPD ON
6 KAILBT )s I FILE WON THE TOWN. .
ph9 h9 _ I/ 6. FLOOD ZONE FOUNDATION DESIGNED BY OTHERS.
N�. 2
/{: 7. ROOF RUNOFF DIRECTED TO GRAVEL
DRIPP E DRDGE$ OR ROOF DRYWELLS
/ SITE PLAN
OF
pPa #125 CROWELL ROAD
1
^�� WEST YARMOUTH, MA
a
PREPARED FOR
MCPHEE ASSOCIATES
OF CAPE COD
DATE: FEBRUARY 19, 2019
U 3 N ty REV: MARCH S. 2019 (DRYWELL & ORNEWAY NOTES)
/ DAN F q A , i ON '08-2-4111
/ 0 A 1' !ax SD9 Sfi4 9B0D
° \\I G B 92 /I l5 fox 508 P362 9
Yarmouth Health Department
ED �^ i,^:v, down cape engineering, inc.
�n" r . �Ij civil engineers
Name Date J�� 1.. T7 land surveyors
1�9 V 939 Main Street ( Rfe 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOu7HPORr MA 02675
19-02o MCPM1reaorvosoo. o.9
/
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V
Logs
Y' L` s
Lewis
ve
Bay
poxE
pJ
Nantucket
Sound
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 17 PARCEL 74
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL.
11) AS SHOWN ON COMMUNITY PANEL
g25001CO588J DATED 7/16/2014
OWNER OF RECORD
21 TROY ROAD LIMITED PARTNERSHIP
64 FLETCHER ROAD
BELMONT, MA 02478
REFERENCES
DEED BOOK 31154 PAGE 182
PLAN BOOK 382 PAGE 32
/ NOTES
l 1. DATUM IS NAW 88
55 y /N� 2 MUNICIPAL WATER IS EXISTING
66 NT 0
80� 3, THIS PLAN 15 FOR PROPOSED WORK ONLY AND
NOTBE USED FOR LOT LINE siANING OR MYOTH i0
OTHER PURPOSE,
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-808-344-0233) AND
VERIFYING THE LOCATON OF ALL UNDERGROUND k
DRIVEWAY — — OVERHEAD UTUnES PRIOR TO COMMENCEMENT OF
OH WORK.
\ 5. EXISTING SEPTIC LOCATION PER TE—CAPD ON
6 KAILBT )s I FILE WON THE TOWN. .
ph9 h9 _ I/ 6. FLOOD ZONE FOUNDATION DESIGNED BY OTHERS.
N�. 2
/{: 7. ROOF RUNOFF DIRECTED TO GRAVEL
DRIPP E DRDGE$ OR ROOF DRYWELLS
/ SITE PLAN
OF
pPa #125 CROWELL ROAD
1
^�� WEST YARMOUTH, MA
a
PREPARED FOR
MCPHEE ASSOCIATES
OF CAPE COD
DATE: FEBRUARY 19, 2019
U 3 N ty REV: MARCH S. 2019 (DRYWELL & ORNEWAY NOTES)
/ DAN F q A , i ON '08-2-4111
/ 0 A 1' !ax SD9 Sfi4 9B0D
° \\I G B 92 /I l5 fox 508 P362 9
Yarmouth Health Department
ED �^ i,^:v, down cape engineering, inc.
�n" r . �Ij civil engineers
Name Date J�� 1.. T7 land surveyors
1�9 V 939 Main Street ( Rfe 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOu7HPORr MA 02675
19-02o MCPM1reaorvosoo. o.9
ZONING SUMMARY
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
REQUIREDEXISTING PROPOSED
MIN. LOT SIZE 25,000 S.F. 18,852 S.F. 18,852 S.F.
C MIN. LOT FRONTAGE 150' 150.28' 150.28'
MIN. FRONT SETBACK 30' 58.0' 30.7
/ \r MIN. SIDE SETBACK 15' 15.7' 15.7
MIN. REAR SETBACK 20' 72.6' 72.6'
�) MAX. BUILDING COVERAGE 25% 8.62 12.1%
PECK
DCE #19-029
LOT AREA 4
18,852 SF. y;. WINDOW
C\. WELL
EXISTING
DWELLING
L
y
EXISTING STONE
AY TO BE
RECOUP
AREA OF GAR/LGE�� 1
ENTRANCE
O DRI �AY
PANE
8 UH POO
BENCHMARK: i
HILT NA 8 TAG L , /
BOLT
az>' NnwSe
Scol :1"=20'
0 :0 20 39 a0 5
1�0 30 40 50 fE-
LOCUS MAP
SCALE 1"-2000'1
ASSESSORS MAP 17 PARCEL 74
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL.
11) AS SHOWN ON COMMUNITY PANEL
/j25001 COSeBJ DATED 7/16/2014
OWNER OF RECORD
21 TROY ROAD LIMITED PARTNERSHIP
64 FLETCHER ROAD
BELMONT, MA 02478
REFERENCES
DEED BOOK 31154 PAGE 182
PLAN BOOK 382 PAGE 32
NOTES
1. MANN Is NAVO
JR 2. MUNICIPAL WATERATER IS (XI$]Itl4
3. THIS PLAN IFOR PROPOSED WORK ONLY AND
NOT8E USED FOR LOT LINE STARING OR ANY
OTHER
TO
\� OTHER PURPOSE.
`s 4. CONTRACTOR SHALL BE RESPONSIBLE FOR
_ CALLING DICSAFE (1-888-S -7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
5. EXISTING SEPTC LOCATION PER TIE -CARD ON
FILE THE TU.
6. FLOOD acD ZONE FOUNDATION DESIGNED BY OTHERS,
7, ALL ROOF RUNOFF TO DE DIRECTED TO GRAVEL
DRIP ECGES OR RODE DRYWELLS
SITE PLAN
OF
#125 CROWELL ROAD
WEST YARMOUTH, MA
PREPARED FOR
MCPHEE ASSOCIATES
OF CAPE COD
DATE: FEBRUARY 19, 2019
REV: MARCH 8, 2019 (DRYWELL & DRIVEWAY NOTES)
C
y �
Uy DANFA 0S�C,14VE
I
I 508-362-4541
0 ALA XE }I T 1t taer 508 36Y 9880
IL
N 46 <�� , 1i � tlownmp4fl
„ z� �� down cape engineering$ , inc.
~sr a°s 1 rrr�'1 civil engineers
1 land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.LS. YARMouTHPORr MA 01675
19-029 MdFeNahnsond,g
A40RK MUST CONFORM TO ALL
TttY ®ULATION
3l2/_
YARM JTH RIATER DEPT AT
Yarmouth Health Department
P D
Name Date
d
m
Lewis
Lowe
p,,d
Bay
_
� oem`—
i Po",
IR°°
Nantucket
(3,am
Sound
LOCUS MAP
SCALE 1"-2000'1
ASSESSORS MAP 17 PARCEL 74
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL.
11) AS SHOWN ON COMMUNITY PANEL
/j25001 COSeBJ DATED 7/16/2014
OWNER OF RECORD
21 TROY ROAD LIMITED PARTNERSHIP
64 FLETCHER ROAD
BELMONT, MA 02478
REFERENCES
DEED BOOK 31154 PAGE 182
PLAN BOOK 382 PAGE 32
NOTES
1. MANN Is NAVO
JR 2. MUNICIPAL WATERATER IS (XI$]Itl4
3. THIS PLAN IFOR PROPOSED WORK ONLY AND
NOT8E USED FOR LOT LINE STARING OR ANY
OTHER
TO
\� OTHER PURPOSE.
`s 4. CONTRACTOR SHALL BE RESPONSIBLE FOR
_ CALLING DICSAFE (1-888-S -7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
5. EXISTING SEPTC LOCATION PER TIE -CARD ON
FILE THE TU.
6. FLOOD acD ZONE FOUNDATION DESIGNED BY OTHERS,
7, ALL ROOF RUNOFF TO DE DIRECTED TO GRAVEL
DRIP ECGES OR RODE DRYWELLS
SITE PLAN
OF
#125 CROWELL ROAD
WEST YARMOUTH, MA
PREPARED FOR
MCPHEE ASSOCIATES
OF CAPE COD
DATE: FEBRUARY 19, 2019
REV: MARCH 8, 2019 (DRYWELL & DRIVEWAY NOTES)
C
y �
Uy DANFA 0S�C,14VE
I
I 508-362-4541
0 ALA XE }I T 1t taer 508 36Y 9880
IL
N 46 <�� , 1i � tlownmp4fl
„ z� �� down cape engineering$ , inc.
~sr a°s 1 rrr�'1 civil engineers
1 land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.LS. YARMouTHPORr MA 01675
19-029 MdFeNahnsond,g
A40RK MUST CONFORM TO ALL
TttY ®ULATION
3l2/_
YARM JTH RIATER DEPT AT
Yarmouth Health Department
P D
Name Date
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