HomeMy WebLinkAbout2023 Sign Off Transmittal - New 3 brm Home "Y" kI,' TOWN OF YARMOUTH
*-:lik;
RECEIVED
HEALTH DEPARTMENT
PERMIT APPLICATION SIGN OFF TRANSMITTAL staEio 2023
HEALTH DEPT
To be completed by Applicant:Building Site Location: (4, Olc•cr 1 'M O(1 hl 0. . W )t/AP,A00
4-k MA OX6 7"
Proposed Improvement: N e W \te Cl yiA ,e__ ----->
Applicant: 6\r(VeS G'`{ Tel. No.:6)Z-`p.1 - a 33
Address:Lk :5k 11)4n 5 T. Sdmm,ry►I ) e 1(A(4- OD--N -5 Date Filed: 51 ci ) -3
I
**If you would like e-mail notification of sign off please provide e-mail address:3-A ftlr.S .. 1`tor_Q Pt*. ri
Owner Name: Perrr 3 U'e.._
Owner Address: 5 k- , S 4 5crrnw"I I(T IAA- Owner Tel.No.: f -TA -04193
�A`t3
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) -
Note:Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: Ufa DATE: C' (- 3
PLEASE NOTE
COMMENTS/CONDITIONS: nb�Cx--4 rtrn�-- o k-- / pre.4,4
*13.0'
MIN.
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM, WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE) 2" PEASTONE OR GEOTEnt LE
16.0' FILTER FABRIC OVER STONE
PRECAST H-10
RISERS (TYP.)
2*0
12.42'
MINIMUM .754 OF COVER OVER PRECAST
NOTE: 2" MIN. WALL
THICKSS REQUIRED
� 711 13.5' NE---------- REQUIRED
PVC
L 6' MIN. SUMP PIPES LEVEL 1 ST 2'
12' MIN. INT. DIM.
�1500 GAL H-1
EPTIC TAN TEE
-0 -000
T D-BOX
0 0-0 0,00,0 WATERTES
-000
;?00 OMO' FOR LEVELNESS
'?
14' UQ. LEVEL (ACME OR EQUAL)11 . J67' .5'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION,
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM
MORTAR ALL
OMPONENTS 0
BLOCKS OR
CPRECAST RISERS
H-1
4'
ENDS 1 5' (TYP-) IMS It
SET.
SIbES
Z'
of. MW
DOpoOffaQp00�0oOdpQOQOpa pia 0 0 0 0
000
10? L H-10 500 GAL. LEACHING "CHAMBER BY ACME PRECAST OR EQUAL.
5/4"-1-1/2" DOUBLE WASHED STONE' (2) UNITS REQUIRED
'JvvoLr
6" CRUSHED STON OR MECHANICAL OF --STONE: 30' X 9.83'
I- COMPACTION. (15.2 (21) 'C
Q
(_L.5% SLOPE) (--Z-X SLOPE MIN.)
FOUNDATION- 17' - SEPTIC TANK - 1' -
LEGEND-
99
EXISTING CONTOUR
X
EXIST. SPOT ELEV.
-[991--
PROPOSED CONTOUR
198-41
PROPOSED SPOT EL.
THI
-q•'
TEST HOLE
2%
-e-�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
N07- NOT ALL SYMOW MAY APPEAR IN DR4WM
-I d�M
(-2-x SLOPE)
D' BOX 15' -
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
ENGINEER:______ DAN I EL E. GONSALVES,
WITNESS: JAY GARDINER
DATE: 9/28/22
SE #1135137
-
PERC. RATE
CLASS SOILS
ELEV.
ELEV.
0" 0$p
14.5'
14.0'
A
A
LS
LS
1 OYR 44/21
OYR 4/2
10" 12"
B
B
LS
LS
2611 1 OYR 5/6 12.3' 28#
1 OYR 5/6 11.7'
PERC
MS
2-5Y 7/4
C
IVIS
2.5Y 7/4
3.5' 132"
2L
NO GROUNDWATER ENCOUNTERED
LICE #22-211
Scale: 1 20'
4 C
mzum�
3.0' BOTTOM TH-2 1
NO GROUNDWATER FOUND
NOTES
1. DATUM IS NAYQ 0
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
Locus;
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
k'
UNITS TO BE AASHO H-LQ
5. PIPE JOINTS TO BE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
L
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
Lewis
Lewis
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
pond
Day
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
P
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
LOCUS
MAP
VERIFYING THE LOCATION Of ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
SCALE 1"=2000'±
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
ASSESSORS MAP 23 PARCEL 81
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO588i
SYSTEM DESIGN: UMIC.L;
CG-ARBAGE DISPOSER ISNOT ALLOWED�
($r�bpoSED4jEBDROOM D' LLING
DESIGN FL DROOMS 0 110 GPD = 33-01 GPD
5G
USE A 330 G DESIGN FLOW
SEPTIC TANK: 3-30 GPD (2) = 16160
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES:
9.83) 2 (.74) =
118
GPU
BOTTOM 30
x 9.83 (.74)
.218
GPD
TOTAL:
454 S.F. d'
336
GPD
USE (2) 500 GAL.
LEACHING CHAMBERS
(ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT
ENDS
AND 5'
BETWEEN UNITS
7
Z� '/' I - I - - 1 '0 (;q�- M A
DATE OARD OF -1EALTH
Yarmouth Health Department
ZONING DISTRICT: R-25 DISTRICT
PROPOSED
MIN.
LOT SIZE
25,000 S.F.
9600 S.F.
MIN.
LOT FRONTAGE
150'
80'
MIN.
FRONT SETBACK
30'
41.5'
MIN.
SIDE SETBACK
15,
15.3'
MIN.
REAR SETBACK
20'
45.2'
MAX.
BUILDING COVERAGE
25%
14.9%
MAX.
BUILDING HEIGHT
35'
28'±
MERRYMOUNT LLC
40 SKEHAN ST
SOMERVILLE, MA 02134
REFERENCES
DOC 1476362
PLAN BOOK 18 PAGE 35
LCP 11435A
RECEIVED
MAY 10 2023
HEALTH DEPT
TITLE 5 SITE PLAN
am Date
OF
#6 MERRYMOUNT ROAD
WEST YARMOUTH, MA
PREPARED FOR
S�'
nDANIE',2 JAMES IGOE
1 0
JALA DANt -
CNIL -,IA
i A
N 465D2 DATE: MAY 3, 2023
4 REV: MAY 8, 2023 (SETBACKS)
off 508-362-4541
J, f rno zr,) noon
DATE DANIEL A. OJALA, P.E., P.L.S.
ax - -
downcope.com @)
Ifews topeenfe fill Inc.
fte.
civil engineers
land surveyors Z)
939 Main Stree t ( Rte 5A)
YARMOUTHPORT MA 02675
22-21'
P.T. 2 x 8 LEDGER W/ ( 1 )-5/8"
LEDGOKLOK BOLTS 1 G" O.C.
STAGGERED, FLASH EHIND —
BASEMENT
49'-G"
21- 10" 8'-0" 6'- 10" I, 4' 9" 5'-4" ,, 4'-3' 4'-9" u 3'-G"± I, 9'-3"
/7), - - - - - -I
A3 I I
e C
3-2 x 65 I BILCO 'C' I A3 A3
BULKHEAD I v
xP.T. 2 x 815 @ I G" o.c. Q
N `r BASEMENT I I BASEMENT
----- WINDOW—� ---- I— WINDOW
— — — — — — — — — — — — — — — —
r----------- - - ---- - - - - - - - - - - - - - - - - --- - - --- -- VDKOP
--- TOP OF IF ND.
NEW WALL AT DOOR
FU LL j
BASEMENT I I I TYP. WALL CONST.-
II I I I I-2XGSTUDS @ IG"o.c.
(4" CONC. SLAB) I - 1 /2" PLYWOOD SHEATHING
2 x 10 FLOOR JOISTS @ I G" o.c. I I I - G" BATT INSULATION (R=2 1 )
- 1 /2" GYP. BD.
- W.C, SHINGLE SIDING
8'-8" 3'-8" 7'-2" # 7 -2 I I I I - TYVEK
I I I 1 1
TYPICAL H55 3 112 x 3 112 x 1 /4 4" DIA. STEEL TYPICAL
BEAM POST UP/DN. LALLY COLUMNS BEAM
POCKET — _ _ _ POCKET I GARAGE
—1 —1 (4" CONC. 5LAB ON GRADE o
PITCH 2" TO O.H. DOOR)
CONT. 3- 1 3/4 x 9 1/2 LVLI I I GIRT N
I I _ _
I—_� L--J,-- L--
TYPICAL 4
D
2'-0' I STEEL LALLY COLUMNS -
1 2-1 3/4" x TYPI CAL 3 G" x 3 G" x 1 2" I I I (
9 1/2" LVL's CONC. FOOTING
N TYPICAL 30" x 30" x 12" :2--
NCONC. FOOTING >
BASEMENT I _ _
x
WINDOW X ( m m m I I I I
x x
c) I I N N
m m I I ATO h DOOR
FND. WALL
12-1 3/4" x <v N I qk
— — — — —
19 1 /2" LV L's I — — — — — — —
--_—J Tj
------ CONC,
---- —-------------------� ----- APRON
f
I I iL----- — — — — — — --——— — — — —-
J
TYPICAL 10" x 20"
CONCRETE FOOTINGS TYPICAL 8" CONC.
W/345 BARS FOUNDATION WALL
3"-4" FROM BOTTOM w/ 244 BARS AT TOP
BOTTOM AND MIDDLE
AA B C
2'
2 2'-0'
fOLINDATION PLAN
NOTE:
FOUNDATION CONTRACTOR TO PROVIDE 5/8" DIA.
ANCHOR BOLTS AT 42" o.c. WITh MINIMUM EMBEDMENT OF 7"
INTO CONCRETE. ALL SILL PLATES TO BE CONNECTED USING
3"x3"x 1 /4" SQUARE PLATE WASHERS.
� BUILDING SECTION @GARAGE
(DCOPYRIGHT 2023
BY THOMA5 A. MOORE DESIGN CO.
T"Q'/' A pOOF COIN
FTER5 @ I G" o.c.
DID ROOF SHEATHING
SHINGLES
K
INSULATION
,S (K=40)
)ARD
OTHERWISE)
✓ALL CONST.
)DS @ I G" o.c.
/OOD SHEATHING
NSULATION (R=2 1)
BD.
NGLE SIDING
TYPICAL 8" CONCRETE
FOUNDATION WALL5
w/2-#4 BARS AT TOP
* BOTTOM
TYPICAL 10" x 20"
CONC. FOOTINGS
w/345 BARS CONT,
WITHIN 2"-3" OF BOTT.
SECOND FLOOR
5UBFLOOR
TOP OF PLATE
N
v-
FIRST FLOOR
5UBFLOOK
Ix OC LN� ISTftI 0
I
I
1 /2" GYP. BD. ON
I
I x 3 STRAPPING @ I G" o.c.
I
MASTER MASTER
BATH BEDROOM
I
I
j 2 x 4 STUDS @ I G" o.c.
W/ 1 /2" GYP. BD.
BOTH SIDES
I
I
9 1 /2" TRUSS JOISTS @ I G" o.c.
I
I STEEL BEAM
SEE FRAMING PLANS
LIVING
CN
I.
TYPICAL ROOF CON5T.
1-4
11
2 x 10 ROOF RAFTERS @ I G o.c.
ROOF SHEATHING
~j
CO
- 1/2" CDX PLYWOOD
ASPHALT ROOF SHINGLES
w
I—''
�-+
CO
-
- 1 5LB. FELT PAPER
___ __ - 8" SPRAY FOAM INSULATION
AT ROOF RAFTERS (K=40)
►—�
W
- 2 x 12 RIDGE BOARD
(UNLESS NOTED OTHERWISE)
��
w
I
I
�
w
I
w
~
�..�
w
I
TOP OF PLATE
bb� mb bobbbb�jb 2 x 10 FLOOR JOISTS @ I G" o.c.�jtJU0UU00 000000
3-1 3/4" x 9 1/2" LVL GIRT
9" BATT.
INSULATION (R=3C)
4" CONC. SLAB
FULL
BASEMENT
L_ — — _J
BUILDING SECTION
• • •
DINING/LIVING
2 x 8 CEILING JOISTS I G'\o.c.
1/2" GYP.�BD\\CN
x x I x 3 5TRAI�PING a§ I G" O.C.
,BEDROOM DEDRCI
9 1 /2" TRU55 JOISTS @ I G" c.c.
BEAM
9" BATT.
INSULATION (R=3 1)
DEN/
nFFirF DATH
2 x 4 STUDS @ I G" o.c.
W/ 1 /2" GYP. BD.
BOTH SIDES I
I
ii I
I
2 x 10 FLOOR JOISTS @ I G" o.c.
3-1 3/4" x 9 1 /2" LVL GIRT
\-9" BATT.
INSULATION (R=30)
.. FULL
BASEMENT
BUILDING SECTION @DEN/BATH/BDRMS
SECOND FL.
5UBFLOOR —
TOP OF PLATE
FIRST FLOOR
SUBFLOOR
5/6" DIA. ANCHOR15OLT5
@ 32" o.c.
TYPICAL 8" CONC.
FOUNDATION WALL
w/ 244 BARS AT TOP
BOTTOM AND MIDDLE
DAMPPROOF ALL WALLS
BELOW GRADE
TYPICAL 10" x 20"
CONCRETE FOOTINGS
W/345 BARS
3"-4" FROM BOTTOM
TYPICAL ROOF CON5T.
2 x ) 0 ROOF RAFTERS @ I G" o.c.
1/2" CDX PLYWOOD ROOF SHEATHING
ASPHALT ROOF SHINGLES
1 5LB. FELT PAPER
2 x 12 RIDGE BOARD
(UNLESS NOTED OTHERWISE)
8" SPRAY FOAM INSULATION
AT ROOF RAFTERS (K=40)
TYP. WALL CON5T.
2xGSTUDS @ IG"o.c.
1/2" PLYWOOD SHEATHING
G" BATT INSULATION (R=2 1
1 /2" GYP. BD.
W.C. SHINGLE 51DING
'TYVEK'
5/8" DIA. ANCHORBOLT5
TYPICAL 8" CONC.
FOUNDATION WALL
w/ 244 BARS AT TOP
BOTTOM AND MIDDLE
DAMPPROOF ALL WALLS
BELOW GRADE
TYPICAL 10" x 20"
CONCRETE FOOTINGS
W/345 BARS
3"-4" FROM BOTTOM
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NOTE:
THE PLANS SHOWN ARE
THE SOLE PROPERTY OF
THE DESIGNER AND CAN
NOT BE COPIED,
REPRODUCED AND/OR
ALTERED WITHOUT THE
EXPRESS WRITTEN
CONSENT OF THE
DESIGNER
SCALE
11411 _ I 1_011
DATE :
RECEIVED 4/G/202 3
MAY 10 2021
liM'M DEPT. P ROJ . N 0 .
202 2-488
STAMP : DWG. NO. .
M OF k4Si
2 MARK A. y
= MCKENZIE
o CIVIL
No. 39068
S�ONAI
STRUCTURAL 4-6-2
A 3