HomeMy WebLinkAbout2023 Sign off Transmittal - Addition (2) oFgR TOWN OF YARMOUTH
HEALTH DEPARTMENT
PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: 13 O U t h Si-• 5 o k �)Ct.vr► Yl oC a
Proposed Improvement: 11 {c l l Vm 6 c +D P y i $ X q,`7 a- -f.
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Applicant: 1 Ca l a-��ham, ( u �.�� � Tel. No.:5 o g
Address: 02 I O t Act £t , Date Filed:
**If you would like e-mail notification of sign off please provide e-mail address:
Owner Name: �L A- IDo vt cJ d ca`7?\tit cc
Owner Address: 2,,1 3 DlA )' &vn t Owner Tel. No.: �(T �'- Z 1 4
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.
RECEIVED Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
APR 05 2023 and septic system location;
(2.) Floor plan labeling ALL rooms within building
HEALTH DEPT. (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: DATE: ,3
` PLEASE NOTE
COMMENTS/CONDITIONS:
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First Fkxx Demolition Notes
1. Make safe electrical prior to demolition.
2. Demolish and dispose of door and frame.
3. Remove and dispose of sheetrock on entry side of the garage wall.
4. Remove and dispose of window.
5. Remove and dispose of wall for new T-W door from existing bathroom to new
addition.
6. Remove and dispose of wall for access to pantry in new apartment.
7. Demolish and dispose of all dotted wall sections. Repair ceilings as required in for
re -use.
8. Remove and dispose of existing roof section over entry and a portion of the living
room.
Brace remaining walls as required until new framing and roof are installed.
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RECEIVED
AHK 05 2023
HEALTH DEPT.
Sullivan / Pedersen Addition / Renovation
213 Old Main Street Bass River, Massachusetts
First Floor Demolition Plan
December 14, 2022
Scale: '/4"
First Floor New Construction Notes
1. General Note: All new exterior wall framing to be 2"x6" construction.
2. Furnish and install pair of new 2'-6" doors — style by owner.
3. Furnish and install new bam door and track at 3'-0" opening — style by owner.
4. Furnish and install new Pella exterior 3'-0" x 6'-8" door with 1 "-0" side lights.
5. Extend existing bulkhead from grade to new first floor height and install new doors.
6. Furnish and install new Pella French doors (double acting) — each door 2'-6" x 6'-8".
7. Furnish and install new fireplace — style and model by owner.
8. Construct new footing and foundation system under new addition. Footings shall be
20" wide x 10" thick at 4'-0" minimum below grade. Foundation wall shall be 8" wide
with 5f8" anchor bolts at 36" on center.
9. Furnish and install new Pella French door and fixed panel — each panel 2'-6" x 6'-8".
10. Furnish and install new Pella double hung windows — Model 3741— align with
windows above.
11. Furnish and install new Pella awning windows — Model 2521— align with windows
above.
12. New counter and sink by owner.
13. Furnish and install pair of 1'-3" closet doors on pantry — style by owner.
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14. Furnish and install new 3 -0 x 6 -8 door. i
15. Furnish and install pair of 3'-0" x 6-8" doors.
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Sullivan / Pedersen Addition / Renovation
213 Old Main Street Bass River, Massachusetts
1st Floor New Construction
December 14, 2022
Scale: '/4" =1'-0"
Second Floor Demolition J New Construction
1. Genera Note: All new exterior wall framing to be 2"x6" construction.
2. Center new window below the window in the attic — see south elevation.
3. Remove and dispose of window in existing fagade — frame and close opening.
4. Remove and dispose of existing door and framing for new corridor.
5. Remove existing framing on the east wall of the bathroom and re -frame wall with
2"x6" studs to a height of 8'-0" for new dormer.
6. Remove ceiling joists and rafters above bathroom and re -frame new dormer.
7. Furnish and install new pair of 2-6" doors — style by owner.
8. Fu mish and install new 3'-0" door — style by owner.
9. Furnish and install new 3-0" door and center in opening — style by owner.
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213 Old Main Street Bass River, Massachusetts
2nd Floor Demolition New Construction
December 14, 2022
Scale: 1/4" = 1'-0"
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Sullivan / Pedersen Addition / Renovation
213 Old Main Street Bass River, Massachusetts
Building Sections
December 14, 2022
Scale: Y4" = V-0"
INSTALL R15ER5 * COVER5 TO
PIPE5 TO BE LAID LEVEL FOR
'VARIANCE
WITHIN 6 OF FINISH GRADE
2 OUT OF DISTRIBUTION BOX
2" LAYER OF: DOUBLE WADNED PEASTONE
REQUESTED: 3 10 CMR 15.221(7) - TO ALLOW
PLAN VIEW FOR LOCATIONS)
OVER. 3/4" - I lz" DOUBLE WASHED STONE
5A5 TO BE 42" BELOW GRADWHERE 3G" I5 THE MAXIMUM
Itm
(SEE
ALL AROUND
ALLOWED
-
w
3;
installat Cape cod...
ku
U
o'n
�
Q
U+ tt-%I
fl-
EL. 100.7*
t.
N
-
a-
EL. 100.7
- - _ _ - _ _ _
- - - ____ _ _ _ - - - _
- - -
Q
16
T. O. F,
LOCUS
EL. 101 .4
4" SCH 40 PVC
4" SCH
TOP @ EL. 97.2
0
!O"
O PVC 4" 5CH 40 PVC
.,f;r:r:„I :;+:?;Ln
g
!4"
97.50
I *< :::::_ ::
(3) 500 GAL. PRECAST DRYWELL5 (H-20)
�
,-;
98.4
IN5TALL GA5 13AFFLE
7 17 97.00
BOTTOM @ EL. 94.70
_ -
Q
IN OUTLET TEE
97.25
9G.70
1 500 GALLON PRECA5T
SEPTIC TANK
DB-G (H-20) '
IN5TALL TANK * D-BOX
ON G" LAYER OF CRUSHED
5TONE
5EPTIC 5Y5TEM PROFILE
�-- T13M = EL. 101 .0
CORNER OF STOOP
P
� -2� EXISTING
�.' 100.4
�� I DWELLING EXISTING
T.O.F. @ EL. 101 .4 CLEANOUT
I00.7 i
!0O
\
EXISTING 5EPl-IC �� �� r •
/ 5Y5TEM TO BE \ r
/ REMOVED + �� , ` •
r
PROP05ED
ADDITION
r\
100.7
1� 100
1
m
101.0
00ti /
100.5 /
r
LOT AREA: /
323G5.7 5.F,
2'
DE51GN DATA
DAILY FLOW: (4) BDRM5 x 110 GPDBDRM = 440 GPD
SEPTIC TANK: 440 GPD x 200% = 880 GPD
USE: 1500 GALLON PRECAST 5EPTIC TANK
DISTRIBUTION BOX: DB-G - (G) OUTLET D15T. BOX (H-20)
501L A850RPTION 5Y5TEM:
USE: (3) 500 GALLON PRECAST DRYWELL5 LINED w/4'
OF DOUBLE WASHED STONE ALL AROUND
CAPACITY:
BOTTOM: 13' x 33.5' x 0.74 = 322.3 GPD
51DEWALL: 93' x 2' x 0.74 = 1 37.G GPD
TOTAL: 459.9 GPD
99
STEVEN W, N
o RUMBA
No.3579?
ZONING D15TKICT: R5-40
5' MINIMUM FRONT SETBACK: 30'
MINIMUM SIDE 5ETBACK: 20'
MINIMUM REAR SETBACK: 20'
MAXIMUM GOT COVERAGE: 25%
130TTOM TH @ EL. 89.7 PROPOSED LOT COVERAGE:
TOTAL AREA: 3824 S.F.
3824 5.F./323G5.7 S.F. = 1 1 .8%
DEEP OBSERVATION HOLE LOGS
DATE: 05-20-2003
TEST BY: D. MASON, RS 4 CSE
WITNE55: A. VON HONE, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
DEEP OBSERVATION HOLE # I EL. 101 .2
DEPTh
501L
SOIL
501L COLOF,
501L
FROM
HORIZON
TEXTURE
(MUN5ELQ
MOTTLING
OTHER
REAC If
0" - 9"
A
SANDY LOAM
I 0YR5/2
9° - 35"
Bw
LOAMY SAND
I OYRG/G
35" - 135"
C
FINE -MEDIUM SAND
I OYRG/4
NO GROUNDWATER ENCOUNTERED
GENERAL NOTE5
I . 5EPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE
WITH 310 CMR 15.00: TITLE V
2. TH15 SEPTIC 5Y5TEM IS NOT DESIGNED FOR THE U5E OF
A GARBAGE D15PO5AL.
3. THIS PLAN 15 NOT TO BE U5ED FOR PROPERTY LINE
DETERMINATION
4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
DESIGN ENGINEER FOR ANY REQUIRED INSPECTIONS
5. CONTRACTOR TO BE R.E5PON5I13LE FOR THE LOCATION
OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION
tV 0. 1 I •��.!
WITA'
SEPTIC DE51GN BY: MEYER* 5QN5, INC.
51 E - 5F=WAGF= PLAN
FOR
213 OLD MAIN 5TREET SOUTH YARMOUTH, MA
PREPARED FOR
DONALD * JUDITH 5ULL VA
7AY
IN = 30'
VA"t
01-10-2023
DRAWN BY
TMW
.JOB NU't.6efk
RP\43rp
9n PL p
5P- I
WFLLER * A550CIATE5
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4G92
EMAIL: trl5weller@gmaii.com
REGISTERED LAND 5URVEYOR5 4 ENVIRONMENTAL CON5ULTANT5
i'ravemt; PC
INSTALL R15ER5 * COVERS TO
WITHIN G" OF FINISH GRADE
(5EE PLAN VIEW FOR LOCATION5)
EL. 100.7
T.O.F. @
EL. 1 01 .4
4" SCH 40 PVC
98.4 97.50
003
INSTALL GAS BAFFLE
IN OUTLET TEE
14"
PIPES TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
1 500 GALLON PRECAST
SEPTIC TANK
4" SCH
40 PVC 4" SCH 40
97. 1 7
97.25
D5-6 (H-�7n
INSTALL TANK -
ON G" LAYER OF CRUSHED
STONE
Q ,
P
EXISTING
OLO �� DWELLING 100.4
' T.O.F. @ EL. 10 1.4
2" LAYER OF DOUBLE WASHED PEA5TONE
OVER 3/4" - 1 I/2" DOUBLE WASHED STONE
ALL AROUND
(3) 500 GAL. PRECAST DRYWELL5 (H-20)
9G.70
SEPTIC 5Y5TEM PROFILE
T15M = EL. 101 .0
CORNER OF STOOP
-EXISTING
CLEANOUT
1 00.7/.
1.14,
\ :: :::: t:. :
----
l01�
EXI5TING SEPTIC \\ `\ •
/ SYSTEM TO BE
/ REMOVED \\ + �\ ` •
/ PROPOSED
ADDITION
100.8
6'
• o°
1 00.7
6 VENT 100
I
(' t
1
lol.o I
'QOO�
100.5
/
LOT AREA: /
323G5.7 S.F.
I 23
\32.
..
DE51GN DATA
DAILY FLOW: (4) BDRMS x 110 GPD/BDRM = 440 GPD
SEPTIC TANK: 440 GPD x 200% = 880 GPD
USE: 1 500 GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX: DB-G - (G) OUTLET DI5T. BOX (H-20)
SOIL ABSORPTION SYSTEM:
USE: (3) 500 GALLON PRECAST DRYWELLS LINED w/4'
OF DOUBLE WASHED STONE ALL AROUND
CAPACITY:
BOTTOM: 1 3' x 33.5' x 0.74 = 322.3 GPD
SIDEWALL: 93' x 2' x 0.74 = 137.G GPD
TOTAL: 459.9 GPD
IVA OF N4gs
2� Sycy
-° STEVEN W. 1114
0 RUMBA -
° No.35791
v
°1F ISTEa``o
L LANDS
*VARIANCE REQUESTED: 3 10 CMR 15.221(7) - TO ALLOW
SAS TO BE 42" BELOW GRADE WHERE 3G" 15 THE MAXIMUM
ALLOWED
EL. 100.7*
5'
TOP @ EL. 97.2
BOTTOM @ EL. 94.70
BOTTOM TH @ EL. 59.7
Hardwood flaorina 19
T
installation Cape Cod -.
St. David s
Ti\4ir41 ti#'iaY Tf1 d'6aTc'
LOCUS
ZONING DISTRICT: R5-40
MINIMUM FRONT SETBACK: 30'
MINIMUM SIDE SETBACK: 20'
MINIMUM REAR SETBACK: 20'
MAXIMUM LOT COVERAGE: 25%
PROPOSED LOT COVERAGE:
TOTAL AREA: 3824 S.F.
3824 5.F./323G5.7 S.F. = 1 1 .8%
DEEP OBSERVATION HOLE LOGS
DATE: 05-20-2003
TEST BY: D. MASON, RS * C5E
WITNE55: A. VON HONE, HEALTH AGENT
PEKC RATE: < 2 MIN. / INCH
DEEP OBSERVATION HOLE # I EL. 101 .2
DEPTH
501L
SOIL
SOIL COLOR
501L
ff
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
OTHER
SUROFM
0" - 9"
A
SANDY LOAM
I OYR5/2
9" - 35"
Dw
LOAMY SAND
I OYRG/G
35" - 1 38"
C
NNE -MEDIUM SAND
I OYRG/4
NO GROUNDWATER ENCOUNTERED
Yarmouth Health Department
VED
iam �-= �-
Date
GENERAL NOTE5
I . SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE
WITH 3 10 CMR 1 5.00: TITLE V
2. TH15 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THIS PLAN 15 NOT TO BE USED FOR PROPERTY LINE
DETERMINATION
4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
DESIGN ENGINEER FOR ANY REQUIRED INSPECTIONS
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO I
ANY EXCAVATION OR CONSTRUCTION
SEPTIC DESIGN BY: MEYER * SONS, INC.
SITE - 5EWAGE PLAN
FOR
2 13 OLD MAIN 5TREET 50UTH YARMOUTH, MA
PREPARED FOR
DONALD * JUDITH 5ULLIVAN
5CALE
I " = 30'
UaTE
01 - 1 0-2023
oN 5
TMW
roe vur�n5er:
j1ffV151D
JsH'-a
SP- 1
WELLER * ASSOCIATES
P.O. BOX 4 17 CENTERVILLE, MA
TEL: (508) 328-4G92
EMAIL: trl5Weller@cgmall.com
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS
Traverse PC