HomeMy WebLinkAbout2021 - Sign Off Transmittal - Raise and Rebuild 4 Bdrm Home5 OUTLET DISTRIBUTION BOX OUTLET DISTRIBUTION LINES
Beg �a� �xr •,
I 2
Jy s --'
i �
II i°r�
�� "{� I�� �� W`11
I .'4
� .! Il i ,,.����' i' II I� j __ r ��LJr•auieti ,
�� I �[ 1� JLHIL V
J
Q
I
ive in'i.� Li p 1 rPRr4p.
T
eater12
71 A
LOCATION MAP 1 " = 2000'±
40 MIL POLYBARRIER 20 MANHOLE COVER INSTALL CAST IRON COVER SHALL BE LEVEL FOR THE INSPECTION VENT
TOP EL=8.7 MAIN HOUSE W/IN 6" OF FINISH GRADE W/IN 3" OF FINISH GRADE FIRST TWO FEET PORT
_ BOT EL.=7.04* REQUIRED
5 COVER *MUST EXTEND AT LEAST 1' EL 13.00 36"MAX(11.7) 36"MAX 11.4
INTO EXISTING GRADE #11 Q „ „ +10.8 +9.7 120MW(9:7) FINISH GRADE 12"MIN 9.4 +9.7
3 0 14' ,
PROPOSED ...... ,, ..,
FILTER FABRI OUTLET PIPE SCH�40 4"OPVC EL=8.73' " -'
7.0" 4"O PVC I EL 9.75 S=.02 -- 31_3" " C / 4"OPVC PVC PERF, ALTER FABRIC ----A.
l---I6.5"I 12 16" WASHED STONE 121 0 14 S=.01 SCH 40 EL 8.40 w
B S=.005 -�' . .. 24"-3/4 TO 1 1 /2" . a o
I EL.9.4D I DEP APPROVED EL.9.DD : a .. � � � -
t , 2, 5, EFFLUENT TEE 8.83 WASHED STONE
0 14.5" 2 4FILTER REQUIRED EL. .1 6" CRUSHE 8.73 EL.7.10
9.00STONE
z=:
9' 1 6 CRUSHED STONE
------------ACHING TRENCHES X -SECTION 10' MIN PROPOSED PROPOSED 65' 10' MIN.
LE iTO BLDG REIN. CONC. '-- 21" PRECAST CONCRETE 1500
DESIGN NOTES ( GALLON SEPTIC TANK
NOT TO SCALE) DIST. BOXUSE: 2-65 LONG x 2 WIDE x 1.3 .DEEP
�
4,000 P.S.I. CONCRETE @ Za DAYS 20' MIN. To BLDG LEACHING TRENCH SYSTEM o
o _I
D -BOX DETAIL *ALL STONE MUST BE DOUBLE WASHED FREE OF FINES "'
(NOT TO SCALE)
SUBSURFACE SEWAGE DISPOSAL SYSTEM GROUNDWATER EL. 2.1
/ FROM T.H.#2 - WEEPING)
EXISTING (OT TO SCALE) (
SEPTIC ESIGN
D
DWELLING
#9
ZONING
DATA
PLAN NORTH
DISTRICT: RESIDENTIAL -25 (R-25)
2. SEPTIC TANK: 440 GPD x 2 = 880 GAL. USE: 1500 GAL
REQUIRED
EXISTING
PROPOSED
LOT AREA
25,000 S.F.
9,000 S.F.
9,000 S.F.
FRONTAGE
150 FT
90 FT
90 FI
FRONT YARD
30 FT
30.0± FT
30.0 FT
SIDE YARD
15 FT
10.5± FI
15.5 FT
REAR YARD
20 FT
16.2± FT
20.3 FT
BUILDING COVERAGE 25% (2,250 S.F.)
19% (1,708 S.F.)
24% (2,176 SF S.F.)
MAX BUILDING
HEIGHT 35 FT
181 FT
24± FT
40 MIL POLYBARRIER 20 MANHOLE COVER INSTALL CAST IRON COVER SHALL BE LEVEL FOR THE INSPECTION VENT
TOP EL=8.7 MAIN HOUSE W/IN 6" OF FINISH GRADE W/IN 3" OF FINISH GRADE FIRST TWO FEET PORT
_ BOT EL.=7.04* REQUIRED
5 COVER *MUST EXTEND AT LEAST 1' EL 13.00 36"MAX(11.7) 36"MAX 11.4
INTO EXISTING GRADE #11 Q „ „ +10.8 +9.7 120MW(9:7) FINISH GRADE 12"MIN 9.4 +9.7
3 0 14' ,
PROPOSED ...... ,, ..,
FILTER FABRI OUTLET PIPE SCH�40 4"OPVC EL=8.73' " -'
7.0" 4"O PVC I EL 9.75 S=.02 -- 31_3" " C / 4"OPVC PVC PERF, ALTER FABRIC ----A.
l---I6.5"I 12 16" WASHED STONE 121 0 14 S=.01 SCH 40 EL 8.40 w
B S=.005 -�' . .. 24"-3/4 TO 1 1 /2" . a o
I EL.9.4D I DEP APPROVED EL.9.DD : a .. � � � -
t , 2, 5, EFFLUENT TEE 8.83 WASHED STONE
0 14.5" 2 4FILTER REQUIRED EL. .1 6" CRUSHE 8.73 EL.7.10
9.00STONE
z=:
9' 1 6 CRUSHED STONE
------------ACHING TRENCHES X -SECTION 10' MIN PROPOSED PROPOSED 65' 10' MIN.
LE iTO BLDG REIN. CONC. '-- 21" PRECAST CONCRETE 1500
DESIGN NOTES ( GALLON SEPTIC TANK
NOT TO SCALE) DIST. BOXUSE: 2-65 LONG x 2 WIDE x 1.3 .DEEP
�
4,000 P.S.I. CONCRETE @ Za DAYS 20' MIN. To BLDG LEACHING TRENCH SYSTEM o
o _I
D -BOX DETAIL *ALL STONE MUST BE DOUBLE WASHED FREE OF FINES "'
(NOT TO SCALE)
SUBSURFACE SEWAGE DISPOSAL SYSTEM GROUNDWATER EL. 2.1
/ FROM T.H.#2 - WEEPING)
EXISTING (OT TO SCALE) (
SEPTIC ESIGN
D
DWELLING
#9
(NOT DESIGNED FOR GARBAGE GRINDER)
PLAN NORTH
o
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD
2. SEPTIC TANK: 440 GPD x 2 = 880 GAL. USE: 1500 GAL
z
L4 Z oo z 3. LEACHING TRENCHES: P.R. <2 MIN/IN CLASS
CAPACITY: 598 S.F. x 0.74 GPD/S.F. = 442 > 440 GPD(D.D.F.)
o�
QoZ�
"�
� Z USE• 2-65 LONG 2 WIDE 1 3 DEEP LEACHING TRENCHES
a
Q 0
o^
000w
x x .
g
ASSESSORS PARCEL 26-64
,f9 MA r0 ROAD TITLE 5
w W�
N/F JOHN A. C17 -RANO v EFFECTIVE LEACHING AREA = 6 SF/LF
L.C. CERTIFICATE No. 1255086
Z PROPOSED AREA• 130 LF x 4 6 SF/LF = 598 S F
iqr� 1p
scH 40 �T7-1 �W BRrcK ° GRi[L HIMNE 233f M APPROXIMATE PERC SAND VOLUME _ 75 X 18 X (8.7 - 6.2) / 27 + 20% = 1501 C.Y.
SOLID PIPE o - - - STEP 9> dol
00
3 PROPOSED DWELLING N £XISTJNG
I I I DWELLING
}Iw mII PII I 1
#
G ��J2L0DFILTER FABRIC PVC LATERALS #12 SEPTIC TANK -1500 GALLON
F.F. EL=13.00 Digitally signed
EXISTING DWELLING oDOUBkEXISTNG GARAGE ochardb Richard ®C� [
i
�L A
DMELLING d- z SLAB EL. 1.50 I //12 iICLEANOUT & INSPECTION11 ,'
4"O PVC SCH 40 f16 z m �l i� I F.F. EL=10.51 h I ii ,- •' :h N RAg 72 Grady HEALTH
PERF. PIPE I 70. CRAWL SPACE I 68 ( -) O ( OUTLET(typ) � ^ o rad y Date' 2021.10.20 DEFT:
I --- SSB F�UN6AiION 0.9 1 INLET t lO i1 oFSSoaaiTCN �� 06:06:55 -04'00'
INSPECTION PORT DETAIL I X o (yp) covERs
NOT TO SCALE °
ms's COVERED P b b EXISTING I - __-_
N o BRICK PROPOSIED 125"
GROUNDWATER ADJUSTMENT I u 5 EXISTING Hi GEs � DRIVEWAY 1500 G#LLONSEPTIC
�' ° --
O ,�/( P PROPOSED tT
1. DEPTH TO WATER: 9.2 FT I/ DRIVEWAY PROP D -BOX o o I
i 4" TOP H-10
2.A) INDEX WELL: MIW-29 / ® ®®� ®®®® ®� ® ROPOSE�D 40 MIL POLY BARRIER T' 8" TOP H.D. 68" H-10
PROP ED WATER SERV�CE , Q 1 II H.D.
2:6) WATER LEVEL RANGE A: 0-2 I I i � BOTTLE �� .0± 56" i INLET OUTLET �
3. CURRENT WATER LEVEL 8.9 FT 3" WALL
4. WATER LEVEL ADJ. 2.1 FT PROPOSED INSPECTION bRT 3 O 0 _ - - - - = Z \
5. DEPTH TO HIGH WATER 7.1 FT - - - -
o e SPR SED LIMIT OAF GX\AVATION------ ----
2'S1 E T{NG ZEACH{AJG PIT I o 10 EE NOTE 12) `_ DESIGN NOTES
1J (PUMP &REMOVE) III = r 1. TOP & BOTTOM MATCHING KEY JOINT SEALED
EXISTING GIS & WATEI/SERVICE 3 d PROPOSED 2-65 LONG x 2' WIDE x 1.3'
SOIL LOGS V� n I - i �- DT14 x 1 DEEP LEACHING TRENCHES (TYP) BUTYL RESIN AS SPECIFIED BY THE MA UFACTURER.
(CONTRACTER TO VERIFY)��YG 9> 2. TANK COMPLETELY REINFORCED.
T.H.#1 T.H.#2 1 ti j
� ® ®® ®� � � ® ® 3. CONCRETE IS 4,000 P.S.I. @ 28 DAYS.
EL 9.7 EL. 9.2 _ 4. AVAILABLE IN STANDARD, H-10, AND H AVY DU Y TOP.
PROPOSED VENT
0" 5
E0"-6" -6" 0.00N54'30w SEPTIC TANIL
A A HD � (NOT TO SCALE) SITE T7 PLA NSAND 9.2 BUSHES O
C-30"TI CURB � _ _ _ rGN TIMBER B
B 7.2 6"-36- - - EDGE OF PAVEMENT -- - - - - - - - - - EDGE OF PAVEMEN - - ASSESSORS MAP 26 LOT 56
SAND e W -- W--- W- W--1W---W----w----w----w----w----W=---W----W- W--- W----W---W---_W- #k 12 B U R C H ROAD
SAND -G- c- G ----G- G G----G----G---G----G----G----G----G----G----G--- G- --G c
6.2
PERI YARMOUTH, MASSACHUSETTS
el B U R C H R O A D MA IVANCIN PAVEMNT
® ELEVATION = 834 PREPARED FOR:
30"-120" 36"-120"NA. V. D. 88 THOMAS FITZPATRICK OCTOBER 18, 2021
40"-58'
�� 12 ORCHARD BLOSSOM RD SCALE: 1"=10'
C C <2 MIN WINDHAM NH 03087 JOB No. 20-427
INCH �
SAND SAND 2.1 JT \EDGE OF PAVEMENT- _ _EDGE OF DAVEML-NT- - - GRADY CONSULTING, L.L.C.
-0.3-0.8
/
D= 10'-0"
,=
10'-0" \ I I I Civil Engineers, Y P
WEEPING WEEPING I Land Surveyors & Landsca e Architects
10 0 10 20 30 71 Evergreen Street, Suite
® ® Phone (781) 585-2300 1Faxl (g781) 585-237864
91 -5 9'-2- MEMMEM 6mmmi
(EL.=0.3) (EL.=o.D)Scale 1 = 10
SHEET 1 OF 1
ws
CAPACITY: 598 S.F. x 0.74 GPD/S.F. = 442 > 440 GPD(D.D.F.)
EXISTING FENCE (7YP)
FLOOD
NOTE
90.00' N5'43'30"W
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED 1N ZONE
--to---
ASSESSons OT 26-56
S
PTIC NOTES
AE (EL 11) AS DEPICTED ON FLOOD INSURANCE RATE MAP,
�,
^�
o
COMMUNITY PANEL No; 25001C 0589J, WHICH BEARS AN EFFECTIVE
C
, }�
T� 1
9,000 .F.
o
1.
„
PROPERTY LINE DATA FROM PLAN OF LAND IN YARMOUTH", DATED JANUARY 10, 1948 BY NEWELL
DATE OF JULY 16, 2014.
J
W °
B. SNOW, ENGINEER. RECORDED WITH THE BARNSTABLE COUNTY LAND COURT PLAN 21122A.
r
_-_
_��
--_- - ------
-------
-- -
SERVE AREA
__
2.
TOPOGRAPHIC SURVEY FROM GRADY CONSULTING, LLC JANUARY 4, 2020.
RECORD OWNER.
z
-_--
E
L ---_ ____-___ ____ _ ----
EXIsTI; HEDGES
-
--- - - J
Q
3.
SOILS TESTING BY BRENDAN KLING, GRADY CONSULTING, LLC ON SEPTEMBER 23, 2021.
ASSESSOR PARCEL I.D. 26-59
rl
'
NE E --
--
__
CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ALLISON & THOMAS FITZPATRICK
°
-
-
--- -
--
-- --
_
__ __--_-
__
1111717777
5.
NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM.
12 BURGH ROAD
y
`TR
(REMOVE)
¢
6.
NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM
SOUTH YARMOUTH, MA 02664
8.6 COVERED
7.
THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTION ZONE IL
L.C. CERTIFICATE No. 224556
0
PORCH
00
v
r
&
ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE
-
W
MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221(12))
9. !
NO STREAMS, SURFACE & SUBSURFACE DRAINS AND WETLANDS EXIST WITHIN 100 FT OF THE
PLAN REFERENCES:
PROPOSED SYSTEM.
1. L.C. PLAN No. 21122-A SHEET 7 (LOT 74)
7" DIA CONTROL VALVE BOX AS
v
NrsTING
10.'!
THE SITE LOCATED IN A FLOOD PLAIN DISTRICT AE EL11 AS NOTED.
EXISTING
MANUFACTURED BY AMETEK PLYMOUTH
BRick
06
eLUESTONE _
Exrsnivc
11.,
NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM.
PRODUCTS DIVISION PAT.3858765 OR
APPROVED EQUAL BROUGHT TO
PATIO
aO
� PATIO
.
HEDGES
12.
EXCAVATE ALL MATERIAL (A, B) TO SAND C LAYER (36"), 5' AROUND SYSTEM. REPLACE WITH
FINISH GRADE
g
x
_ -
B FOUNDATION
-SPACE
15.5'
I
CLEAN COARSE SAND IN ACCORDANCE WITH 310 CMR 15.255 (3). EXCAVATION TO BE INSPECTED
PVC REMOVABLE CAP
FINISH GRADE
CRAWL
BY GRADY CONSULTING L.L.C. AND TOWN PRIOR TO SOIL REPLACEMENT
iqr� 1p
scH 40 �T7-1 �W BRrcK ° GRi[L HIMNE 233f M APPROXIMATE PERC SAND VOLUME _ 75 X 18 X (8.7 - 6.2) / 27 + 20% = 1501 C.Y.
SOLID PIPE o - - - STEP 9> dol
00
3 PROPOSED DWELLING N £XISTJNG
I I I DWELLING
}Iw mII PII I 1
#
G ��J2L0DFILTER FABRIC PVC LATERALS #12 SEPTIC TANK -1500 GALLON
F.F. EL=13.00 Digitally signed
EXISTING DWELLING oDOUBkEXISTNG GARAGE ochardb Richard ®C� [
i
�L A
DMELLING d- z SLAB EL. 1.50 I //12 iICLEANOUT & INSPECTION11 ,'
4"O PVC SCH 40 f16 z m �l i� I F.F. EL=10.51 h I ii ,- •' :h N RAg 72 Grady HEALTH
PERF. PIPE I 70. CRAWL SPACE I 68 ( -) O ( OUTLET(typ) � ^ o rad y Date' 2021.10.20 DEFT:
I --- SSB F�UN6AiION 0.9 1 INLET t lO i1 oFSSoaaiTCN �� 06:06:55 -04'00'
INSPECTION PORT DETAIL I X o (yp) covERs
NOT TO SCALE °
ms's COVERED P b b EXISTING I - __-_
N o BRICK PROPOSIED 125"
GROUNDWATER ADJUSTMENT I u 5 EXISTING Hi GEs � DRIVEWAY 1500 G#LLONSEPTIC
�' ° --
O ,�/( P PROPOSED tT
1. DEPTH TO WATER: 9.2 FT I/ DRIVEWAY PROP D -BOX o o I
i 4" TOP H-10
2.A) INDEX WELL: MIW-29 / ® ®®� ®®®® ®� ® ROPOSE�D 40 MIL POLY BARRIER T' 8" TOP H.D. 68" H-10
PROP ED WATER SERV�CE , Q 1 II H.D.
2:6) WATER LEVEL RANGE A: 0-2 I I i � BOTTLE �� .0± 56" i INLET OUTLET �
3. CURRENT WATER LEVEL 8.9 FT 3" WALL
4. WATER LEVEL ADJ. 2.1 FT PROPOSED INSPECTION bRT 3 O 0 _ - - - - = Z \
5. DEPTH TO HIGH WATER 7.1 FT - - - -
o e SPR SED LIMIT OAF GX\AVATION------ ----
2'S1 E T{NG ZEACH{AJG PIT I o 10 EE NOTE 12) `_ DESIGN NOTES
1J (PUMP &REMOVE) III = r 1. TOP & BOTTOM MATCHING KEY JOINT SEALED
EXISTING GIS & WATEI/SERVICE 3 d PROPOSED 2-65 LONG x 2' WIDE x 1.3'
SOIL LOGS V� n I - i �- DT14 x 1 DEEP LEACHING TRENCHES (TYP) BUTYL RESIN AS SPECIFIED BY THE MA UFACTURER.
(CONTRACTER TO VERIFY)��YG 9> 2. TANK COMPLETELY REINFORCED.
T.H.#1 T.H.#2 1 ti j
� ® ®® ®� � � ® ® 3. CONCRETE IS 4,000 P.S.I. @ 28 DAYS.
EL 9.7 EL. 9.2 _ 4. AVAILABLE IN STANDARD, H-10, AND H AVY DU Y TOP.
PROPOSED VENT
0" 5
E0"-6" -6" 0.00N54'30w SEPTIC TANIL
A A HD � (NOT TO SCALE) SITE T7 PLA NSAND 9.2 BUSHES O
C-30"TI CURB � _ _ _ rGN TIMBER B
B 7.2 6"-36- - - EDGE OF PAVEMENT -- - - - - - - - - - EDGE OF PAVEMEN - - ASSESSORS MAP 26 LOT 56
SAND e W -- W--- W- W--1W---W----w----w----w----w----W=---W----W- W--- W----W---W---_W- #k 12 B U R C H ROAD
SAND -G- c- G ----G- G G----G----G---G----G----G----G----G----G----G--- G- --G c
6.2
PERI YARMOUTH, MASSACHUSETTS
el B U R C H R O A D MA IVANCIN PAVEMNT
® ELEVATION = 834 PREPARED FOR:
30"-120" 36"-120"NA. V. D. 88 THOMAS FITZPATRICK OCTOBER 18, 2021
40"-58'
�� 12 ORCHARD BLOSSOM RD SCALE: 1"=10'
C C <2 MIN WINDHAM NH 03087 JOB No. 20-427
INCH �
SAND SAND 2.1 JT \EDGE OF PAVEMENT- _ _EDGE OF DAVEML-NT- - - GRADY CONSULTING, L.L.C.
-0.3-0.8
/
D= 10'-0"
,=
10'-0" \ I I I Civil Engineers, Y P
WEEPING WEEPING I Land Surveyors & Landsca e Architects
10 0 10 20 30 71 Evergreen Street, Suite
® ® Phone (781) 585-2300 1Faxl (g781) 585-237864
91 -5 9'-2- MEMMEM 6mmmi
(EL.=0.3) (EL.=o.D)Scale 1 = 10
SHEET 1 OF 1
nosh
LINEAL
NOV 12 ZOZi r N C
DESIGN & BUILD
HEALTH DEPT, W LINEN.INO.COM
P: 5062]5,"!512
.....-... 29 2 F',5D3.6320444
---� - PO BOX 1110
BA N6TASLE, MA 02830
COVERED PORCH PATIO
c
a' 39'-0' m Floor plate for lot mwmge=1P66 eq It
ie' -5" Float floor flnlahedarea=1905'. ¢
Finished second floor area =1466
Max m arage = 2250 aq It
LARGE SLIDER
rco
V
5'6' LU
15'S'/.°
361 Closat Under Sblr 1,
LU
`2fi
` IY 1 �" o OUTDOOR SH E N
in m
r 4 DRJRJ n .°.rnr.
4 - 4 O
Ln
KITCHEN y LIVING LU
trap doa Q =
T toc w1a j O V
E D Q
�gr
U m=
m R O
CL Roof Rica ,._ _ .... ..... .-.. .. ___
GARAGE
NOTE hardwood
Current stand fi ahodar 3
IM1an standaM d plh _
n
9 n g MASTER SUITE LL
w
1 CAR GARAGE
F - ����
D 3'-00'. 21 �SI ING RO-"� L SHOWER' 2
Iz ma
13'-a
e ro
rsh
y-- - _._
T-1, a
S.D. 5.0" y
of oo
YaCmoutll Health Department A 6-11.4 9`-9'/."
wooaae>xsnwaA
29 ,rnx o"wncs zaa1:"n
APPROVED -
Vo
Name Date no.r. 21-11
Z
It g 3
aw wi D
..oA. 0 0
— O
O
J
LL
MAIN FLOOR MASTER ON LEFTLn
1-
W m
LL a o
WINDOW SCHEDULE
PRODUCT CODE
SIZE
COUNT
HINGE COUNT
32X80 COUNTRYA 1
2'-8"
C135 -MODIFIED
3' -1%"x5' -4'/e"
4
CW135
2'-4'/a"x3'-413!16"
9
FWG120611-4 SAAS
11' 9"
1
TW2442-MODIFIED
2'-4'x4'-4%"
1
TW2442
2'-5e/a"x4'-4'/a"
11
TW2452-34'/a"
L
1
TN2642
-4'/."
3
DOOR SCHEDULE
PRODUCT CODE
SIZE
HINGE COUNT
32X80 COUNTRYA 1
2'-8"
L
1
32X80 COUNTRYAi
2'-8"
R
1
108X96 STABLE
9'-0"
U
1
32X80 COLONIALA1
2-8"
R
5
32x80 2 panel 1
2-8"
L
3
32x60 2 panel 1
2'-8'
R
3
32x80 3 panel 1
2 8"
L
1
60x80 2 PANEL 2
5'-0"
LR
t
60x80 2 panel 2
5 0'
LR
5
32X80 COLONIAL POCKET 1
2-8"
N
i
34X80 COLOMAL POCKET 1
i
FWG120611-4 SAAS
11'-9"
NLRN
i
NOV 12 2021
LINEAL
HEALTH DEPT. ' N C
DESIGN & BUILD
N LINEALINCCDM
9'i" 8:5032]5]512
F:60 8.632.0444
ADBox3
_ _ BARNST3tABLE, BLE, M MA 02630
..3 r 3'-0. ;. 3'-114" I' 3'AIK. I: 3.1' ;: T-0.
0
III
rarx MY .. m:'..v% Yea. <%
„ 3 �.....
La.,Ro 2
RaamR
moomxs nceEr L J� p DASHED LINE INDICATES A88X Q H
5'2'/" 21 START OF B' CEILING HEIGHT F—
earx
eam ms-rpfl. m saa4s' N
aoscr .o.awn 14' Shower
wu ni.ewn. -
bed3 bod2 181.315' Lu
LO
torr ssoswn. - N
aeoeowa«s w n Lim
u
seoRoom«: ro3.sw«. '
seoRooMn nose* �.nwn. r ''I u Q
sEORooM«. :s,.swn - Y.s S :s U 7
eEoaooMw cLosEr xn.an. Sa
M io N
MECH ao�r
.. ..
m N
p — 3
mower �
+ t
ed4
hearal
e• -]i w LL
15 N =
SLOPkD STORAGE ---- A e
x
loft D
c
.... ar i
3.
-
g.
-- __ _ _ ._. c -3111__ �
2'-615/16"
TJ' TJ N
gy
59V11W EI
e ¢
A
—_—
20'-2/." o
SECOND FLOOR a 3
SCALE'. 1/4"= I'-0"
0 o 0
O
O
LL
0
Z D
O
v w
LO ..
LO a o
I
i`
LINEAL
INC
DESIGN & BUILD
WWW.LINEALINCCOM
L'li lugL V 21� P:
58.25512
F5]
PO BOX 1118
NOV 12
2021 BARNSTABLE, MA 02830
HEALTH DEPT.
TOP OF ROOF _____ _________—_ TOP OF -ROOF Lij
TYPICAL ROOF LINE DETAIL z
----------------------------------------------------- --
1x8 Rakes Li
j 1x6 Freize O1
Arch. Asphalt Roof 1x5 Soffit V)
TOP OF PLATE uj ¢ _
0¢
Typical Window Trim
1x4 Azek sides and head ' ` - I O
Historic PVC subsill g
rn
c 1x6 Freize b d ay
TOP OF SUBIFLOOF
R,N
Standing Seam TOP OF PLATE �--
Metal Roof-
_ _ LL
i
1x6 Corner Board
1x8 Boral Vertical Siding
aterTabIe
1x10 Square Trim — 1x8 SUBIFLO
wrapped columns. r II
1x8 Square Base TOP OF SUBFLOO_
1x4Square Crown `-- --
q I� _ L _ TOP - FOUNDATION
GRADE----- — IL-_..
--------- -- —
4
'v
N
Z
TOP OF FOOTING N
SCALE: YU = Vi
a
Z m
O
Q o 0
W
J
W
Ln
Q �
W a o
TOP OF PLATE
m
Li L
r
LJJ
TOP OF SUBFLOOR_
TOP OF PLATE
m
TOP OF SUBFLOOR
OP OF FOUNDATION
O .—
FOOTING
n. CROSS SECTION A
2� SCALE: 112" =1'-0—
G� I��ll LLI=1J
NOV 12 2021
HEALTH DEPT
i
- F]
Flat ceilings in bedroon except for sl;ped edg�
e3 .
D
_' E111,
LINEAL
DESIGN(:. BUILD
bWMLINEALINC. COM
P'. 508 2]5.]512
E 508 632 0444
PO BOX1118
BARNSTABLE, MA02630
LLI
V
Z
Lu
LLJ
l/1
oQ
a
CK
m=
�O
Q �
N
F-
ILL LL
I
--- �J
1 III
z a
_®
LLl
a o
TOP OF PLATE
12
3 F—�_-
O OF PLATE
O OF SUBFLOOR _ _ 'P— �
0P-0E-PLATE--------
OP
P OFPI ATF_ -__
OP OF FOUNDATION
o it `.
'TOP OF FOOTING _
*CROSS SECTION B
zs
SCALE I V2' WT -0
��9$" single ply ridge board
' �. 12
' 4
11
LEI
12 2021
HEALTH DEPT,
LINEAL
DESIGN, BUILD
WWW. LINEALINO.COM
P'.508 2]5]512
F 588.6328444
PO BOX 1118
BARNSTABLE, MAWB88
a
W
V
z
Lu0
r=
V)
LLJ
°<
a
m=
"0
Q �
N
LL.
MEN=
Z
O
F—
V
W
V)
b
LINEAL
DESIGN ^. BUILD
WAW LINEALINC COM
P'. 508.2]5 ]512
—� ti Po 7-1 F. 500.632.0444
E
_� POBOX1118
BARNSTABLE, M,A02630
2 2�2�
ALTH DEPT.
V
—_ Z
`I c ~
M
C\
Ln
—_ --TGP OF-PLATE E o
I
a V
11 E ! FOP-OF-PLATE _ N V
—TOP OF PLATE_ N "
_ -TOP-0F sUsFLooR
0-
—TOP-OF-PLATE- - -
_
LL
I I Ii 'ILII , o
00
0
�-
LSI LLI
I( I i I _ i - -TSP DF-SIJBFLOOR- -
----
�� TOP OF FOUNDATION
VIII � 6
TOP OF FOOTING_ _ o
V o
CROSS SECTION C z
210 SCALE: 1/2" V-0' O o ¢O
V O
uj
Ln O
L ..
a
MAIN FLOOR MASTER ON LEFT - ELECTRICAL
- - -- — -- -
SCALE'. 1l4" =1' 0"
r�
o o YES
0
i
TG STAIRWAY LIGHTS'
TO CRAWLSPACE LIGHTS
b 1 o
w
Ll
z 6 r1QV 2 2021J
� I�U�JL-
HEALTH DEPT.
L�
L4
LINEAL
INC
DESIGN & BUILD
IMM UNEALINO.CCM
P: 506.2]57512
F: 508.632.W44
PO 60%1118
BARNSTABLE, MA02630
W
LLI
0
V
LLI
K Q
In
Q
V_ BE2
m3
"o
LL %
N
LL
coumrl
Me=m iAm
O
v..u. Am cw�m
mmhb lVemnWtpA
Gum=mn tpAl
aA FNw.'N YAM
xmAm> -LpM
IO
mmu�
"R-
g
4
MAIN FLOOR MASTER ON LEFT - ELECTRICAL
- - -- — -- -
SCALE'. 1l4" =1' 0"
r�
o o YES
0
i
TG STAIRWAY LIGHTS'
TO CRAWLSPACE LIGHTS
b 1 o
w
Ll
z 6 r1QV 2 2021J
� I�U�JL-
HEALTH DEPT.
L�
L4
LINEAL
INC
DESIGN & BUILD
IMM UNEALINO.CCM
P: 506.2]57512
F: 508.632.W44
PO 60%1118
BARNSTABLE, MA02630
W
LLI
0
V
LLI
K Q
In
Q
V_ BE2
m3
"o
LL %
N
LL
LINEAL
DESIGN . BUILD
V0M LINEALINO.COM
P'. 508 2]5 ]512
_ A -------------
X
_ _.___ 9 2+�
F: 508.5820642
FO BOX 1118
___El_____ - o v o
28
LHEALTH
eAaN�rnBL-. nA oz aB
DEPT.
ui
4
z
e a W
Ln
I� I
w
C UJ 0
I W
0
�. ... d -,. v
4 i I � —
„G
a
F— 2P
Fr[ Q a
'
I —
�, t p 1 LL
NY
.4 b
D
m
z
0
w
"fig / C 1--------:
SECOND FLOOR - ELECTRICAL
SCALE: 1)4" =1' 0" K cs
c
O m
O z
LL f Q
z O D
z
N
J
Q
U
[< N l0
F ei ei
IL
V
W
J
W a O
2g
8
A
28
CRAWLSPACE-ELECTRICAL
SCALE: 114"=1'-0" ---
AIOV 12 2021
HEALTH DEPT
LINEAL
DESIGN BUILD
Mn LINCALNC.COKI
P'. 508.2]5]512
F: 508.632.0444
PO BOX 1118
BARNSTABLE, MA02630
W
V
Z
w
Ln
w a=
°a
=Q
V_ u�
m=
"o
Q �
N
I-
LL
MOORI'`"`"w�r`"°xtu"`yym` uczYm3w'R
�W„Wxv�.�849 &14. a tsp,
e
rrrrrio-
i
�t� � � � �� �..✓RY Ii �.�� g.`�k 5�14'� Y � k t� � �r�i me ��.I df �� '.
�' � t5�� � ���'•''. f {}�..' t / %� 1 � � �4 ����x �f 7 as*�-' � t i ggg j �f� I - y � qS �1� �i
3���
�i�e5 p �'�