HomeMy WebLinkAbout2015 Jun 22 - Sign Off Transmittal Sheet, Plan - Rear Deck . . . .. . _ ._ . ._. . . . .. . ..�,_ ... ,:. . . . _ ._ __._ .�._ . ...... ._ . . . . .. . . . . ...
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2of�'!-�,} TOWN OF YARMOUTH
� '�y I�iLTH DEPARTMENT
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� "• �•O�� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: �/ �/\� N� /[�- �L i�_��
Proposed Improvement: � � �� [�� ��/�
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Applicant: Tel.No.:� � / ' F'S
c.� � zt ' i
Address: Date Filed: � �7 � S
_ +*Ifyou would[ike e-mail notiftcation ofsign o�J;please prwrde e-mail address:
Owner Name: D�r�=�
_ v Owner Address: � �/ f 'eG(� ( '� Owner Tel.No.: - 7 -'���(
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RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALT'H DEPARTMEN'f': Determines Compliance to State and Town Regulafions; i.e., Requirements
For Septage Disposal and other Public Health ActiviUes.
Please submit t6ree (3) copies of plans, to include:
(1.) Site Plan showing ezisting buildings,water line location,
and septic system location;
' (2.) Floor plan labeling ALL rooms within building
(atl eaisting and praposed) -
Note:FToor p/ans not required jor decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
......�........._....._....._............................._...:_............................................:..............................._.........._........................................._................................................................._..........._....._..._............................._..........._.._.......
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REVIEWED BY: _� �l//� DATE: �o �,�
M
PLEASE NOTE
COMMEN"I'S/CONDITIONS:
O
PR. 5' BUFFER ZONE OF CRUSHED STONE w/ A 'o
VARIETY OF NATIVE VEGETATION PER CAPE �L\
COD COOPERATIVE EXTENSION PLANTING \ \
LIST FOR COASTAL ENVIRONMENTS \
x4'
2>,
PR. SMART VENT MAP 29
(TYP OF 5) PARCEL 74 (�
DAY LIGHT 6" DRAIN PIPE N/F COSTA i
Os'� GPS �j % p
�
AT BOTTOM OF WALL e �GPs / c�s7x2 306 ",/
d°
a 13
PR. 3.5 MAX. �• S 1,�5 00 5 0 3 `� ';j!% ` \ �L �(P
I
RET.WALLCd
x , �"
a "O w
cX TREE 2 7
B-1 BOTTOM OF VENTS TO BE NO GREATER
THAN 12" ABOVE FINISHED GRADE (TYP.)
® BUILDING COVERAGE
ZONING DISTRICT = R-25 /
TOF = 14.0'±
® MAXIMUM ALLOWED = 25% SMART VENT (TYP.)
TOTAL PROPOSED = 24% (SEE DETAIL) 8" CONC. WALLS
B-2 43x3' FINISHED GRADE 4" CONC. SLAB
1 ? m I VARIES `12" EL.=10.2'±
m �� I� FLOOD PLAIN COMPLIANCE _•, ,_r ,:
n m ENCLOSURE AREA = 1 245± S.F. =`< =: _� GRAVEL BACKFILL
Ip .:"a:=� �.J:;.
p -n r MIN OPENING AREA REQUIRED = 1,245± SQ. IN. �'t;'•"':='`�_ '''
VENT OPENINGS PROVIDED - 1,400± SQ. IN. ? a may:: t.Y :; • _{.F.:
,•- 4 _S ^i
(n �_ � ;)o (TOTAL OF 7 VENTS PROVIDED)
M 1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK
o � MAP 29 � �'�, � \ B-3 10 ;"��i i
• s • ! .« �' 'a 110 R vEN� n, PARCEL 73 �� % �j, \ 3x5' 1�? (1 SMART VENT = 200 SQ. IN. OF OPENING)
1� cr OF OF '0 W f �jC �,
_ o_ 12 0 o
� � O g�-1V-�NO, 51 �, p� �; �� 9,504± S.F. ���� • � \ � � 1
•� 2� (,Nye o n 6x5
PROP. 3'Wx3'D3/4"/
CRUSHED STONE w/ \. y -A ip RE �Ep &
6" PERF. DRAIN PIPESEPOOFEO 0' G.R. PER
SEE DETAIL v X�, �O FtPR ®X 1� �`{f
( ) �� WP�E 9x6 X CODE %!/''i' �cP \ 5xT \ 1
PROP. 4x10' DECK ,/ XS• j, �,1?ak �0p' �\ \ 1
(AREA=40sf) --� ?. 5' -o nom'' 6 - 8 s. �s 'o, AM
po �oo B-4
MAP 29 �o $5 a F�1� $ o PR vE 3x4
w m cR 10.2 OR\ \ Benchmark
\PARCEL 76 0'00 �f\ �' > > �• Top CB/DH
N/F ALMQUIST, JR. 'o. �2�\ 0' EX�S� G �o N �� 6XT �� Elev.=6.66'
OR
\ �' 12x9 6 OF'F
13 ,N.G.V.D.29
EX. SMART VENT > P8�126
�• Q SL 90 11 x8 q
(TYP OF 7) PR. 5' CEDAR\ \ 16-1/4' ROUGH OPENING
.,. N (TYP OF 2)
�PR.HYDRANGEA
p 2 Z \ ° °
(TYP OF 3) 0 \ ALTERNATE STRAP e °
S73 2210N LOCATIONS ON SIDES
15-1/4' OPEN
MAP 29 - ° °
MAP 29 PR. 1.5' W x 1.5' D - 3/4"
PARCEL 77 PARCEL 72 . CRUSHED STONE DRIP 0 10 20 40 80 FEET ° ° 2-0, o 0
N/F BECOTTE & GIFFORD N/F DEVONIS. TRENCH (TYP.)
OPEN
SCALE: 1 INCH = 20 FT. 8-1/4' ROUGH T_
OPENING
NOTES: CONSTRUCTION NOTES & DESIGN CRITERIA: -� Y a -o•
OPEN
1.) EDGE OF COASTAL BEACH AND MEAN HIGH WATER DELINEATIONS SHOWN ON THIS PLAN WERE 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION).
TAKEN FROM ORIGINAL APPROVED PLAN ENTITLED, -PROPOSED SEPTIC DESIGN-, PREPARED BY 2. THE FLOOD PRONE ENCLOSURE SHALL NOT BE USED FOR HUMAN OCCUPANCY. USES ARE
SWEETSER ENGINEERING, DATED APRIL 14, 2014 (REVISED APRIL 27, 2014). THIS PROPOSED SITE LIMITED TO STORAGE AND ACCESS ONLY.
PLAN IS A REVISION TO THIS APPROVED PLAN. 3. FOUNDATION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ALL APPLICABLE
REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE (LATEST EDITION).
2.) MILL CREEK IS NOT CONSIDERED A "RIVER" PER MASSACHUSETTS MOUTH OF COASTAL RIVER 4. CONSTRUCTION MATERIALS TO BE FLOOD RESISTANT.
MAP DATED MARCH 1, 2005. NO RIVERFRONT AREA EXISTS ON THE SUBJECT PROPERTY. 5. NO CHANGES MAY BE MADE TO THIS DESIGN WITHOUT WRITTEN APPROVAL FROM ENGINEER.
3.) SEPTIC SYSTEM SHOWN ON THIS PLAN WAS INSTALLED IN OCTOBER 2014; LOCATION TAKEN
FROM ABOVE-MENTIONED APPROVED "PROPOSED SEPTIC DESIGN" PLAN.
4.) BOTTOM ELEVATION OF EXISTING FURNACE LOCATED IN CRAWL SPACE IS 11.9'± N.G.V.D. 29. PER MASSACHUSETTS BUILDING CODE SECTION R401.3 DRAINAGE;
EXCEPTION. WHERE LOT LINES, WALLS, SLOPES OR OTHER
5.) PER 248 CMR 10.05(8)(C), CONTRACTOR SHALL PROVIDE ADEQUATE PROVISION TO PROTECT PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, Smart VENT®
EXISTING BUILDING SEWER PIPE FROM FREEZING. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE 888-628 4115
DRAINAGE AWAY FROM THE STRUCTURE... www.SMARTWNR.00M
6.) DRIP TRENCHES ARE TO BE CONSTRUCTED UNDERNEATH ALL HOUSE EAVES WHERE POSSIBLE.
1 8" H x 18" L x 21.5" W BLOCKS
6" OF 3/4" CRUSHED STONE
TO BE PLACED BEHIND AND
BENEATH THE WALL
-TRIM CAP WITH CONT. ADHESIVE
(AS PER MANUFACTURER'S
RECOMMENDATIONS)
TOP WALL EL. = VARIES
1"
HEIGHT
00 VARIES
i
"' ac a II= EMBEDMENT 1.5" BURIAL
IEU-I I- FOR EVERY V HEIGHT
COMPACTED GRANULAR BASE OR
OPTIONAL CONCRETE LEVELING PAN
RETAINING WALL (TYP)
NOT TO SCALE
TOF = 14.0'±
FINISHED GRADE VARIES
8" MIN
8" CONC. WALLS
1.5 -FT (MIN)
4" CONC. SLAB
-BACKFILL' EL.=10.2'±
6" DIA. SCH. 40 PVC PERF. DRAIN 3 -FT
PIPE (2% MIN. PITCH TO WALL)
=f Y GRAVEL BACKFILL
3/4" CRUSHED STONE-JL/3-FT
MIRAFI FILTER FABRIC:::7
40 MIL. IMPERVIOUS, o
GEOMEMBRANE LINER
16" 10" x 16"
CONTINUOUS
FOOTING
FOUNDATION DRAINAGE DETAIL
NOT TO SCALE
+pie,®'
160
0
BACKFILL
10" x 16"
16"
CONTINUOUS
FOOTING
TYPICAL WALL DETAIL
NOT TO SCALE
FRAME
\--DOOR SHOWN OPEN
IN FRAME
STRAPS GO BEHIND WALL
AND CAN BE BROKEN OFF
AT SLOTS TO AVOID
OBSTRUCTIONS
EXTERIOR
DOOR > > >
REMOVED
8-1/4' HIGH X
16-1/4' WIDE
-----ROUGH OPENING
DOOR
OPEN
FRAME
EXTERIOR VIEW
juawl.acdaC gjpaH �n
SMART VENT DETAIL 4
(NOT TO SCALE) 41
OWNER OF RECORD:
MICHAEL & CAROLYN CORNALE
TRUSTEES OF THE 19 GRIST MILL
LANE REALTY TRUST
222 KIRKWOOD DRIVE
DUNDAS, ONTARIO, L9H6Z2, CANADA
OLD FEMA FLOOD ZONE:
ZONE A9(EL.10), B, & C
NEW FEMA FLOOD ZONE:
ZONE B & AE (ELA 1)
AS SHOWN ON COMMUNITY PANEL:
ASSESSOR'S MAP & PARCEL:
MAP 29, PARCEL 73
DEED REFERENCE:
DEED BOOK 28451, PAGE 112
PLAN REFERENCE:
PLAN BOOK 153, PAGE 47
12'
MAX
' > 7,
SIDE SECTION VIEW
INTERIOR
SUPPER STRAPS
BEHIND WALL
ALTERNATE
SIDE STRAPS
BEHIND WALL
2'x 15-1/4' OPEN
— ----I. 3'x 15-1/4 OPEN
BOTTOM STRAPS
BEHIND WALL
JOHN l•.
IHN. aHURC6J// o l C 413tl9 .
/7"w
PRO OSED SITE PLAN
AT
19 GRIST MILL LANE
WEST YARMOUTH, MA 02673
PREPARED FOR:
DUBLIN CONSTRUCTION, INC.
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
SCALE: 1" = 20' DATE: FEBRUARY 4, 2015
REVA: 4-30-15 (VENTS; WALL, DRAINAGE, ETC.)
REV.2: 5-2-15 (REPLACED DRYWELLS w/ DRIP TRENCHES)
REV.3: 6-6-15 (ADDED 4'x 10' DECK)
AnRIOARR