HomeMy WebLinkAbout2022 Sign Off Transmittal - Enclose Existing Deck t,()_° ' L,,, 5 66 � S t _�7 r
,k4 TOWN OF YARMOUTH 6-(0 £
s A ° HEALTH DEPARTMENT
‘1,!.V•,` PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant.
Building Site Location: 5(o Z4 774 sA1/4 D/4_E �/_ v
Proposed Improvement: ENC.I-0 5 C. CC-Y.,, c;T i N G Er c k-- A A/A e.,( i9. Porz_c jit
Applicant: /i/ r ill v'1 o y c'C pit,-- Tel. No.: 6/ ? - 91 / - g3/t
Address: /07 4e.- t'?J .1/r/OUT/ ,A9-I Date Filed: , '2z ' .20.)c.
**/fyou would like e-mail notification of sign off,please provide e-mail address:
Owner Name: .,�ore -e-A c rY f,e zST cc Lt?rflE 771 Jo ye.e //lAIZ7l IJ Ji. yc c= Jit
Owner Address: 7.3 -//c s4- 0 C-.- y AE 6,47 hip ei TH 41/4 Owner Tel. No.: 6, 7- ?Z/ - ?3/
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:
RECEIVED (1•) Site Plan showing existing buildings, water line location,
and septic system location;
MAR 2 2 2022 (2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
HEALTH DEPT;
Note: Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: /6, ,..L.13)„,.....---
..L.'3vDATE: —elS ``� L. f
PLEASE NOTE
COMMENTS/CONDITIONS:
EXISTING CESSPOOL (FOUND) LEGEND
CONTRACTOR SHALL PUMP &FILL W/ SAND
STR�POUT �L-1--�^PROPOSED CONTOUR
SEE NOTE 10 a [] PROPOSED SPOT GRADE
Benchmark No.2 _ �� ! EXISTING CONTOUR
Left car, cone, 6/k. w o E
6=7.43 (NGVD) N �18e.46' E �=' 7 � EXISTING SPOT GRADE
—W— EXISTING WATER SERVICE
w� QS m 5' 39' .f.w EXISTING OVERHEAD WIRES
�} _ _I_ y, TEST PIT
29 .PROPOSED 1000 GALLON - !�
"o". FLOauS
Z ..0: v A. ar..GiV FL..WWW - PUMP CHAMBER (H-20) �R sra•=
6 cn • • , • • '::• • O PROPOSED- 1500 GALLON m l_
cA ro G 17 / a SEPTIC TANK (H-20) 5O0 d
LL
L4
.0 203 P Lohd • • • • • • • SEWER NO EXI TING CES SHALL (OCA p1Gk8�
V
/ l EXISTING CESSPOOL NOT FOUND)
o. .9 ed - tie TE, PUMP Yc Flll W/ SAND
U,`,;c9j9te� Nv,-sez(ExisnNs) LOCUS MAP N.T.S.
Re9llared 2p656P .CLEANOUT c"'n •. d •ms.µ
SEWER NO! LnPo...../
iNV-6,I6(PRf;POSED) 1 I
�+' n GENERAL NOTES:
EXIS77NG --_ W —_ EXIS77NG aot C.+ ! 1 ALL CHANGES f0 THIS PLAN MUST BE APPROVED BY THE LOCAL
HOUSE(#56) HOUSE (#60 r; c
rOF=8.24 TOF=8.29 rrI BOARD OF HEALTH AND THE DESIGN ENGINEER
(NGVD) (NG VD) 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Tota! area= _ 'i OF THE STATE ENVIRONMENTAL CODE, TITLE V AND ANY APPLICABLE
z 25,6861 S.F. - 11 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
p v 0.59.1. AC. y cn h- -310 CMR 15.405(1)(a)(b)(9)
Au' L o �� 1) A " reduction to the required 5' sepatmon between rnaximurn
m map 19 �.y' g ---�' W, Seosar;ul high groundwater elevation and bottom of SAS , for
�1 a.
Parcel 25 0 ®I a 4' sepuratlon
,3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
µ = TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
.I "" Jr - DESIGN ENGINEER
191.09 LCL Q� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
r " W - Lwl � W FROM HOSE SHOWN HEREON (SHALL BE REPORTED 70 THE DESIGN
'S80 29 p0 0 ( = ENGINEER BEFORE CONSTRUCTION CONTINUES.
45�TAOFMA
TER
ANN Gs�
8
WARNER
No. 38721
s�
ti
�Zs1b6
l
VE
SOUTH SHORE pl
RECEIVED
MAR 2 Z 2022
HEALTH DEPT,.
Ie
J.. ALL ELEVATIONS BASED ON NGVD,
5. *THE DESIGN ENGINEER IS NOT RESPONSIBLE FORTHE-FAILURE OF
•I`"6 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECT
IONS DURING CONSTRUCTION.
"„-„_. i�` ✓ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE
E: ALL AREAS DISTURPE0 DURING CONSTRUCTION SHALL BE RESTORED
V y� TO A CONDITION AGREED UPON .BETWEEN OWNER AND CONTRACTOR
d .
9. IT SHALL BE 'THE RESPONSIBI�.ITY. OF THE CONTRACTOR TO VERIFY THE
Benchmark No.1
Town of Yormouth Benrhmcrk a
El. =9.32 (NG VD) $AS
qN"R 11ml THE LOCATION OF ALL UNDERGROUND, UTILITIES, PRIOR TO EIEGINNINC
CONSTRUCTION.
IIIIII"IIP1 60111189SIP911tja$6Ataf 101 WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS'
anpgl SnR ao) IN THE AREA BENEATH AND FOR 5 Ft ON ALL SIDES OF THE S.A.S.
10A04Ae pV1[ , aA qq� jo Pips AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
p1Mhs ImI1 Po` aidiS ej a* 'A -Iwo
Own do Nma" m1 pe" 11aWM1/
WETLAND DELINEATION FLOOD PLAIN DESIGNATION
VACCARO Community -Panel No 250015 0006 D
Environmental Consulting Map Revised July 2, 1992
P'O' Box 955 Zone 'A1' (EL 12)
Sandwich, MA 02563
���NN OF �ASJ9�,c (508) 888-5855
�0 tl a PETER T mss, PROPOSED SEPTIC SYSTEM UPGRADE PLAN
g McENTEE
f) Q No CI IL 56 & 60 SOUTH SHORE DRIVE,'( YARMOUTH, MA
�''AfC/STERE �Q Prepared for: Marty Joyce, 109 Academy Ave., Weymouth, MA 02188
FSS( L C Engineering by: Surveying by: SCALE DRAWN JOB, N0,
9 Erohewft Aorb• TYarnrer Surveying 1 "=30' P.T.M. 112-06
12 West 71Z'Lle L for atdole Crossfield
d Harwi22 ch MA 02645 DATE CHECKED SHEET N0.
(508) 477-5313 (508) 432-8309 7/23/06 P.T.M. 1 Of .3
■
EXISTING FLOOR PLAN
SCALE: 11411 = 1'-0
SQUARE OFF DEC
ADD 10" CONCRETE
W/ 22- BIG FOO'
DECK FRAMING PLAN
�,� SCALE: 114" = 1'-0
R t �
ANDERSEN 400 SERIES
FWG 6068R
R.O.72"x80"
ANDERSEN 400 SERIES G3,
R.O.36"x48"
ANDERSEN 400 SERIES G3
R.0.36"x48"
1
/'2_`� NEW FLOOR PLAN
SCALE: 114" = V-0"
EPDM ROOFING
)OF PITCH 1/8" / 12" 1/2" UNDERLAYMENT
5/8"CDX SHEATHING
@ 16" O.C. SIMPSON H2.5 ON PLATE TO EACH RAFTER
CONTINUOUS (2) 2X10 HDR
Ilif �—�-h
'RM
f=�
t
itI
i
III
III
I I II
2x4 STUDWALL
NEW (UNHEATED) 1/2' CDX SHEATHING
COVERED PORCH W.C. SHINGLES TYP.
NEW 2x6 SLEEPERS
EXISTING PT 2x10 JOISTS @ 16" O.C.
NEW (3) PT 2,10 BEAM UNDER WALLS
EXISTING DECK BEAM
EXISTING 10" CONCRETE PIERS
SECTION THROUGH NEW COVERED PORCH BUILT OVER EXISTING DECK
Robert W. Dennis Jr.
Registered Structural Engineer
P.O. Box 534
East Bridgewater, MA 02333
508-326-2464
rwden-nisjr(@.corncast.net
Plan Review
Joyce Cottage
56 South Shore Dr. Yarmouth, Me
March 17, 2022
To Whom It May Concern:
I have reviewed plans titled "Joyce Cottage, 56 South Shore Dr. Yarmouth, Me dated
3/1712022 drawn by Fine Line Design and find the structural design, size and spacing of
structural members to be satisfactory and in accordance with applicable building
codes.
Bob Dennis
PE
BANE'
RAFTERS
EXPOSED
212x6
COLLAR BEAMS
@ 4'-6" O.C.
REMOVE
EXISTING -
.CEILING. -----------------------
--------------------------
F ---_-------------FUNHEATED j
1
SUMMER j
J Ll COTTAGE U
I
I
SECTION THROUGH VAULTEDCEILING
l�:v
2 R08ER W-
R. R. m y
a UCTURAL
0 13834 1
c
FSSlONAL`��
FINE LINE design
508.420.1296
3826 MAIN MEEF BARNSTABLE MA
www.FineUneArchttaMra]Des:gn.com
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