HomeMy WebLinkAbout0154 HOLLINGSWORTH ROAD - Health 154=Hollingsworth Road
,
140 -084 v
9
'Town®f Barnstable P#
Department of Regulatory Services
:BABNBrAB[&. Public Health Division Date
i63y. ®°i 200 Main Street,Hyannis MA 62601 .
Date Scheduled 6 Time 1 l9' t V Fee Pd. j
Soil Suitability Assessment for Sewaff Dls scat
- Performed By:LA�����e'�6- s/\��Q Witnessed By: _V to
LOCATION&GENERAL INFORMATION
Location Address Owner's Name
Ci'�7``�`''�9f..✓L.C: p'gQi 1'` �':` Address 44
i f
Assessor's Map/Parcel: 5 g2�- Engineer's Name y A SSCr—
NEW CONSTRUCTION 6 REPAIR Telephone 4 90,9 376—-'Y97 Zs
I _ Land Use �Q C _Slopes(%) l! Surface Stones "
Distances from: Open Water Body� fit Possible Wet Area �� ft Drinking Water Wel��,ft
Drainage Way > Property Line �I� ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes)
Parent material(geologic0 4L Depth to Bedrock _
Depth to Groundwater: tanding Water in Hole: 6Y Weeping from Pit Face
Estimated Seasonal High Groundwater - - - -
DE igINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth se standing in obs.hole: in. Depth to soil mottles: - in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level - Adj.factor Adj.Groundwater Level_ - -
PERCOLATION TEST Date Time
Observation
Hole# Time at 9"
Depth of Pere .- p1 D �O Time at 6"- -
Start P re-soak Time @a �i.►A� IC)1*ter Time(9"=6")
End Pre-soak
Rate Min./Inch
Site Suitability Assessment: Site Passed K Site Failed: - Additional Testing Needed(Y/N)
Original:Public Health Division Observation Hole Data To Be Completed on Back----------
***If percolation test is to be conducted within 100'of wetland,you must first notify.the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:ISEPTICIPERCFORIv DOC
DEEP OBSERVATION HOLE LOG Dole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
hi onsistenc %Gravel)
2..
DEEP OBSERVATION HOLE LOG hole#
Depth from Soil Horizon Soil Texture Soil Color - Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
1-
��'
�I
S41
DEEP OBSERVATION HOLE LOG Mole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Con istenc %Gravel
r 34 a
V 4 s
. 40
DEEP OBSERVATION HOLE LOG hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
7 - 4 l
3,( - 13-L C' M61CIt
Flood Insurance Rate Mau: jYes-�
Above 500 yearfloodboundary No
Within 500 year boundary No_/Yes
Within 100 year flood boundary No_J Yes_ - -
Denth of Naturally Occurrine Pervious Material
Does at least four feet of naturally occurring pe to' exist in all areas observed throughout the
area proposed for the soil absorption system"
If not,what is the depth of naturally occurring pervi s ma ria?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Departmen viro enta Prote ion and that the above analysis was performed by me consistent with
the require train g, ertise and perience described in 310 CMR 15.017
Signature Date��
Q:\SEPTiC\PERCFORM.DOC
TOWN OF`BARNSTABLE
LOCATION f JJ - �//�L?ys(r0E5`�1� SEWAGE# L%
-VILLAGE j95 P(,V tQ ASSESSOR'S MAP&PARCEL L�
INSTALLER'S NAME&PHONE NO. 6y
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) �� . �� (size) I3A'.3�Xz
NO. OF BEDROOMS
OWNER PERMIT DATE: COMPLIANCE DATE: u
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
Lie
.1
A! N/31
13s- �, v
No. d ( _ t l i Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0[ppYtcatton for �Digo!gat *pztem Cow5tructton Permit
Application for a Permit to Construct 1-4/Repair( ) Upgrade( ) Abandon( ) Ls�'Complete System ❑Individual Components
Location Address/o_r Lot
"No. 15LI 140 vI4 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel' O V"_-I _ VVVA
11
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
uj� l„)4ALe r + AS.o a c�-(.e lb 2
n 1
Typ of Building:
Dwelling No.of Bedrooms Lot Size 12,SSW sq. ft. Garbage Grinder (Op
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) L4 0 gpd Design flow provided �{ l q gpd
Plan Date Q �.(7� 'j Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Descriptioq of Soil —A"t o p 'c L t
lj
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction aintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the E ' nmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by th' oa o ealth. y
Signe Date l Z I7—` _
Application Approved by I f 4., Date
Application Disapproved by: Date
for the following reasons
Permit No. _) -�� Date Issued 1 I
rFee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. t/'' a
`�sr� PUBLIC HEALTH DIVISION - TOIV WO:F'BARNSTABLE, MASSACHUSETTS Yes
k
ZlppYtcatton for MtOo5al 6p5tem Con5tructton Permit
Application for a Permit to Construc ) Repair(�) Upgrade O Abandon O Com lete System t'(� � p y ❑Individual Clomp no ents
Location Addressor Lot No. 00 0c"111'A�S W�r1 f -4 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel vt^41
Installer's Name,Address,and Tel.No. f c3 v cry, Designer's Name,Address and Tel.No.
`\G� ° ,t.,� � , ' !J(J1�C� L.,IL�`tF r 4 ��SpC tc` (.c �
Type of Building: ° �`� r��- ' 36G- 763G
Dwelling No.of Bedrooms "( Lot Size sq.ft. Garbage Grinder Q.q
Other Type of Building ,/ No.of Persons Showers( ) Cafeteria( )
r
Other Fixtures W
g'
Design Flow(-nin.re wired) Ll L-10 `, gpd Design flow provided y 5�.q 1 'IN gpd
Plan Date 7 04 'fir Number of sheets. . Revision Date ,
Title
Size of Septic Tank j � �w1t Type of S.A.S.
,w Description of Soil t O
�
30 -'J t-I�{` rv) ,p d i o w\
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construc�tio�n aml mnance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the E a-�nmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by th"s o o ealth. -7
Signed ; _ Date `• `1 7-
Application Apprcved by (,I, . r Date I//). cd jS
„,,. . , ,
Application Disapproved by: Date
for the following reasons
Permit No. 2 d r 5--Y d l Date Issued
I. ..— ----———————— —
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed l�/ ) Repaired ( Upgraded
( )
Abandoned( )by
at ``I rf''�II tt 7(,.1 p r,�, ry, ip_ has been constructed in accordance (�
with the provisions of Title 5 and the for Disposal System Construction Kermit No. � d'f �� �a.� dated !r 1
Installer�axC cx Job tOt'1 �vt(CP \� r Designer 1j��Ql�Qa( -{
#bedrooms Approved design flok gpd
The issuance o this krmit shall not be construed as a guarantee that the system wil fu nctioo`n as designed.
Date { 6 I Inspector
No. 1.d / 21 Fee
III THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS
&&pour &p.gtem Congtructton Permit
Permission is hereby granted to/Construct ( ) Repair ( ) Upgrade ( ) Abandon ( )
System located at. 1 5-V -A
r Y
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construct-'o n must be completed within three years of the date of this it/
Date 111) y , / S Approved by
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
M A C
DATA
T6w` n of Barnstable
�,���� w r \ C r;►111 Q tB>%Q)a;�,, eo r -ices
IW'a
Wc11a11-d V, st:ali, Interim I)irecttir
4 HARM IAULh:,j
Ptablic :tleaalth Division
;;r�nri�yas� "I.1lmita t�li�lc:can, Ilircctir
211OO'hin Stray. iI\a1111k. .'NIA 0`6*01
lltticti•: ifl;:••\h'_-Ili-{-{ _ l�a'. :i{Iti-�1>(1-i, ii-i
lrtstallcl & 1)ctitr neC rtificitt'irtti I"tit itl
G.hltr: r i 1. t',t� tieitat;c 1'riniit Assessor's ''LlI3\I'lirc:ci
tl
!)esi;ttet 1t r_ : : r .1 \t IustaIIt?r:
Address: Address:
14 V1 ;4.
011 Jn ci; Z;ic> ) t;;:c ,aa is tied a permit t I o iltstaII :i
ti i)t1c':ti1'�li'1?1 ill 1�i°i IW�._ i 1��1 ll ,a_% a i i-t ))•tom �I.1t11 it C�c�1t"41
1t111111L ) - '
�_:�1._^ 1.�=�;' :_ 1-; , > .C-t G1.1 .f'•_ tialLtl l;i, _a:.� C,.>1�-
L;--til:\' thai 'tile tiCpile sy>lrlit rcl'crcncc°cl "Ibo •t,, was insialled subsi nldalIv Iccol-dill" (c)
tilt. dosi�,11. \\1hich r1mv indlide ntillor approved ch;lnacs Such ,11, I;ltcral.i•eItac;ltion t°If(Ile
distriburion box and"or septic tank. S(rip Hilt ("il' tCcl tirLtli \' I_; 'iilsP;trt:cl .;inci 'the sc1il:.
were Jt)und:-iaiislaCtC rv.
l corti-I"V that the septic system 1-d renced also e. W.1,; installed 'with ntrljor cl :llcl (i.e.
orcaier than 10 lateral reli cario11:'of lie SAS or any vertical lelut;ltitm of any cornpull will
of the bill in :'cCO"danc.c �Vith S'Late. & i_:twal Regulations. Nart I'C\l 1,101) tar
c•crlifiied aslbuili bydesIpner 16 17611 l\\'. Strip snit (ii.required) wasitlspectetl and thy.suits
were I'mi d tiatisfiwtor
I cerld'\' that L sv lClll rei7orellced above was C011Nll-uclC�tll�i. Y¢�w��} \1'it�l rlic 1t,I!t11�
of 111L i'A • 5pro\:ll letters (il appli able) p - -�
Dill 1",.t l.l'�
W llllSt.l I 'sl�dn lltJ(1 ►. / i i °t t
thPS1L71111' I�t1II111e,) ~( �1'tl\ ))c�I IWI � S1a111i).1Ic'fi')
PLEASE lu,'611IN 'i'O 13A>! NS A.BLE PUBLIC?LIC? HI'A LTid I 1)1V"rtilUN', C, IRTU 1('AT'. I
CC ld`['i1:, ROTH T1a[� F'd01 ( oIANt tEII �I t>a tNa)
BUILT CARD ARE, atEC'E:fN'i-d) Bl"t"H F. B..-%R N ST.A%B L F P U 13 L IC 1-11A6_'i H f•aINTSI(J'.N
Do.; :ncrt.'c• O icition F'Or i ire: 14-1?Aoc
TOWN OF BARNSTABLE
LOCATION I_`� " / //r� SEWAGE
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. ;�G`t-%
SEPTIC TANK CAPACITY js V`�
LEACHING FACILITY:(type) G (9ize) _��x-iyit L
NO.OF BEDROOMS tl
OWNER
�. /
PERMIT DATE: //��—y COMPLIANCE DATE: `
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
A'
Az- T -
r:
�3 3e) 3 z^
IS
IR
v: :el 73 IrN
� jd
Now
® 04"
0 � � ® 0 ® , NFL_ Eh I47
"- 0 ULU rF7T
fir
FRONT ELEVATION M�
\ SCALE: 1/4" = I'—On r+
w
u .
z
w
L1
w Z
Q�w j
--------------------- Q O
<
[D
Lu
FJ
® H ®
TWT24111
------------------------- SWEET
-
L---J :
REAR ELEVATION 1502
SCALE: 1/4°
DRAWN BY: KW
— I'-0" DATE: 0/2/15
• i
w
Omni
FBH � �
w �
o
TH
L---J
LEFT ELEVATION
SCALE: 1/4" = I'-0"
W
V
Z
LU
ul
Ll
NQJ N
Wow------//,
0
� Y> V
M QQW Q
Z >
ffl M QJN W
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W
❑
o ❑
r FIRE PLACE LJE E .
- p VENT
------- --- SHEET -
-- A2
RIGHT ELEVATION JOB: 1502
SCALE: 1/4" = I'-0" DRAWN BY KN
DATE: 10/2/"
A 7.�-. z. .�..�
F
- 16'-2' q--8" 16'-2 1/2': 7_On 7-0° 14" 2'-0" -
.. _ 8'-2"_ 3'-O° 4'-5" 5'-3° 6'-q" - q'-5 1/2°
r
BLUESTO E PATIO x �x gm
F-- r raj
72 3/4"x82 7/8' a o F-F13-J 8q 7/8"x60 7/8' OWN -
B v G
PS 611. R m -� TW 24410-3 w
of a .COTTAGE
SUN RM
m 3 I. m 14'_0"
Q�
10
slLcocK 8' CASED OPENING
- o POWDER RM / ��1. - _ o .. LPu — ..
PPI
I I N
. 1c L1 OAKFED .. DW.J
- DINING
MASTER ® I- o
BED Rill KIT PEN m
OAK.. .. 54 D 0� 4'-O I/ ' —— I N
28 738'x287/8' 2 L OUTS�RL O,UTF.
II - -(4) AW251
- \ .. LY
6 .o - III 0 v 28 MEN
7/8'x28 7/8' N
O
1
1O 2'
. -5'
N FAMILY RM n
_ 4x4x.25 TS j
2 _
o !¢ ---- -- --
N - - Wlbx45 STEEL A OVE FLU5u
T
� w- -0' T W..O.
._ 2 LIN „ — —, 4x4x 25--T _ - - ® BUMP-OUT
.414
. J
a I
N -
2-0
rn
6 MAST a.
RATED N
DD
BATP
..
TILE.- Ej— OAK: OPEN Eo_. :. LIVING RM # .�$
ASO
o
F®. .CITE ..
P. Q
o.
x N 3m W
.. I. :0
F F - - w•-�`_ - - I -4--0° Q
J
A6 . n I . 3 .n E A.
m I m
N Q
5'-2n 7'-6 1/2" 3'-3 1/2". �. . TIN 2441
1/8'x60 7 8" - SHOWER
o W
A _ -- ItAOP
—
FIR5T FLOOR FLAN
.. � TXq' DOOR I�
SCALE: I/4" = I'-0'
SHEET
D
3
JOB: 1502 - ..
2W-0" DRAWN BY:.K..1'
DATE: 10/2/15
•
u
60'-O°
24'-4" 17-8 2'-0' oNow
4t7" 14'-411
a
.. I ..
�. .
m Q N Dow
n
24
N
- 5' KNEE WALL 212 - -
_.._ Y.
q OFFICE
o OAK 2' 4u
iv - 212 -
2Q zQ /BED RM
2 fi CARPET #2
TV ... 13'-3 I/2u 2-4 1 2 :9
TW 24410-2 _ N
60°x60 7/8' q'-5 I/2" - - -
iv
(3®2x5 22
2�
n BED RM #3 FI-Vii ABOVE (3) 2x8 ? o
CARPET FLu514 ABOVE -in fA MM
o i BATH #2
N - - 5' KNEE WALL -
{},} 2� LINEN _Q
T F/L I N
- OPEN TO -
BELOW
2X4
I'..� GJEEKSLU
-
4'-O°
o �
o z
m
w
LLJ
x n
f� Q/ Z
m
4-3 4-3 iQ
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0
,
SECOND FLOOR PLAN
SCALE: 1/4" = I'-O"
SPIFFY
6'-0" 8_On .Si_gn 15i_3n _ A,4
24'-0" 181_0.. -
JOB: 1502
58'-0u - DRAWN BY: KW
DATE: 1012115
-------------
42'-O" 14'_0'
5'-4". 5'-6" 25'_Bn •7;
uxNow
PT 2x10's
ROP T.O.
6a PENN
--- — ——— 1 — ———
:"yy{'rr—t yy— — rh A..;._4,-+;va �--c; '?:•nfi.`:,Er•,"-'*t�+`!-`.'4".' F c '.Y5':R• 'nc,Ar.�.iN•s ri?,,,_is:i'3.bVi:?::'i.:; —4ca:—i -J -7�\—�\� —:
----- ------ — — --- --- J
———
\\ P KTIL
k
q
.. .. - (3) q 1/2' LVL GIRT !t,Y L - a 6
6'x7'-q" CONCRETE WA
- 16"x10' CONTINUOUS FOOTING -�
ICI
< I a FULL BASEMENT v I w
v_ 3 /2" CONCRETE SLAB `T I I 9-
VAPOR RETARDER
6'-5" 6'-5° � �/ 10'-O". 10'_0" T-0". T-O" 6'-q" N 0 _ Now
3'-6° I9_Bc 20'-5 1/2" - .
' ' I "Y - 3 1/2° DIA. 5 EEL COLUMN I y"
cw 1° _ •!% I _ 3Q 42'x42°xl2° CONCRETE PAD
(3) q I/2' LVL GIRT �.�
PKT �\\\ L\\\\ \ PK Y
3-q 1/2, LVL GIRDER
3 1/2'I 'v DIA..STEEL COLUMN
36'x36°x12' CONCRETE PAD TYP. J '> f
I 8'x7'-q' CONCRETE WA - ei - - +. .. :_ ':d• 'i�'f'rr.=!.;>3..�-w3`:v c+
16°x10" CONTINUOUS FOOTING ~�— ———————
o ® iN I o
1
L — — m DROP
:'r a.. �.,';w^f•_.._Fx m WALL
.ti_<_;w ,b a.ffi_. r•=•.:.s;.r. S+c�t:'^; DROPPED CEILING c. AT DOOR
,E.,• .�". UP CARPET #i
.' 24'-6" 13'_6° I I 4'-0" 2'-O"
6-0 LLI
I .
SoNOTUBE
T+4iSs'•h. Fr .o�" >�4 a. n`: X'h Cr"2,3;i.?'.. v;," .'.'��.:i:^5 x,r.'•Yr!' _ `t �� 13'-8 I/2"
OFFSET W
1 "t J I O
' TO '3 -
O 2 F. m IY
ALIGN Z
v �,• i - STUD r�F;
�,'•,, ,oi> :af - I I I KALLS rn - Z Q Q.
:cY Z
GARAGE (L
- I
Q
4" GO/6x6 WW�F
6 MIL VAPOR RETARDER 't; o F O
NOTE:
5/S" ANCHOR BOLTS I B'x3'-q' CONCRETE WALL ro
„ - o - _-i I 16'x10' CONTINUOUS FOOTING
———
tu
EMBEDDED 7 � ,`•da,',r,'q'.���.,•..,;w.V �
SPACED 32" O.C. r'
o 12" FROM CORNERS
Fv WASHERS 3"x3"xl/4" � I
- � I" DEEP CONTRACTION .•: .
GUT WITH AN EARLY ENTRY.SAW
t' DRO I r `°
AT DOOR I
SCALE: 1/4" = 1'-0"
SHEET
4'_3a 4-0n
JOB: 1502'
DRAWN BY: KW
DATE: 10/2/15
•
w
RIGID WIND WASH BARRIER REQUIRED
RIDGE VENT AT EXTERIOR EDGE OF EXTERIOR WAL
(1) 1 3/4 x.16" LVL TOP PLATE
2XI2 RIDGE BD All N FASTENERS
A
FASTE AT ALL �
RAFTER / TOP PLATE -
- JUNCTIONS TYP.
" 1x85 ® I6 O.C. BLOCKING 4'-O'O.C.
IN FIRST TWO JOIST AND RAFTER - - - Now
50# ASF�IALT SHINGLES BAYS FROM GABLE WALL
OVER I/2 CDX PLYWOOD
85® 32 G. _ 280# ASPHALT SHINGLES
OVER 5/8' CDX PLYWOOD
12 10 RAFTER @ 16' OC - 3'_6„ - on
11 °HURRICANE CLIP" - s
FASTENERS AT.ALL. L L 2 X 10 RAFTER @ 16' Or- w M -
RAFTER / TOP PLATE
JUNCTIONS TYP. - 'HURRICANE CLIP'
FASCIA HEIGHT TO MATCH HOUSE R-3B INSULATI FASTENERS AT ALL
2x8'S® 16' O.C. - 2x8's @ WOC - RAFTER / TOP PLATE
JUNCTIONS TYP.
SOFFIT VENT - - - T VENTED DRIP EDGE
GARAGE R-21 INSULATION
MASTER.BATH -1M i:�
i 2 X b STUDS ® 16° OC
MASTER BED 2x6'e 0 24' OC
WHITE CEDAR SHINGLES OVER IN
1/2' CDX PLYWOOD
4" CONCRETE SLAB
.. 2x10's @ 16, OC
CONC. WALLS
3'-9' BY 8' THICK 2' X 6' PRESSURE TREATED SILL - i .c L ——J (3) 1 3/4" x 9 1/2' LVL GIRT J �;y
OVER SILL SEAL `ti - a ' ° TREAT SILL
: ,... CONCR E FOOTING i;;, OVER SILL
SESAL E .
16' X 10T R-30 INSULATI
r BASEMENT w
i CONC. WALLS V-9 X 8
3 I/2" CONCRETE SLAB Z
VAPOR BARRIER q` W
CROSS SECTION A - - o
^y,4 Tie,?' CONCRETE FOOTING .4
. - Ib" X 10" � ((� Q�
SCALE: 114" 1,-0„ w0-1 0)
CROSS SECTION Slu
SCALE: 114" = 1'-0" �_j
m
Lu
---------------
H
- 5FJEET
JOB: 1502
DRAWN BY: KW
DATE: 10/2/15
? - RIDGE VENT
12 Ix8 a Ib O.G.
RIGID WIND WASH BARRIER REQUIRED 5 1/2- .p• - 12
AT EXTERIOR EDGE OF EXTERIOR WALL \6 �5.
Rio
0TOP PLATE e ARINGXOPENINGFLUSH HDR °HURRICANE CLIP'
SIMPSON H2.5 R-3B INSULATION FASTENERS AT ALL
FASTENERS AT ALL RAFTER / TOP PLATE x
RAFTER / TOP PLATE - JUNCTIONS TYP. �JUNCTIONS TYP. �3-6BLOCKING 4'-0'O.G:IN FIRST TWO JOIST AND RAFTER
BAYS FROM GABLE WALL CL BED HALL
co
RM r- 2�A/2NCDX SHINGLES
x
2 X 10 RAFTER 0 16' OC
. - 2x10'e ® I6" OG 2xI0 a �.16 OC
. - .. W10 X 45 SOFFIT VENT
STEEL I B M INSULATION
-ILL LIL �N O ® M
CROSS SECTION G KITCHEN LIVING W
SCALE: 114" = 1,_0u
_ ALL WINDOWS TO.BE.ANDERSON WINDOWS
000 2x10's @ 16' OC 2x10's 0 16' OC
(3) 1 3/4'.x 9 1/2' LVL GIRT ~
R-30 INSULATI
RESSURE TREATED SILL
.. - OVER SILL SEAL ...
BASEMENT
taut. WALLS 7' 6' x e°
. - - - 4' POURED CONCRETE SLAB
POURED CONCRETE FOOTING
16' X 10'
R-38 INSULATION .. o
2x8.5 0 16' O.C.
tLI
BOG U
ry+�ry9� Q
2x8'5 0 16" O.C. 'HURRICANE CLIP' � Q
FASTENERS AT ALL w Q—I
. JJUUNCTIONS TYP PLATE. I!� Z
�/�: O
o ZQ�
LLILI m QQ� W
® HEH "= DINING771
17m4 N
GARAGE GROSS SECTION DLl Ll Ll _
1 SCALE: 114'' = 1'-0"
2x10's® 16' Or `
---�- "{• ��1'-' (3) 13/4° x 9 I/2' LVL GI
R-30 INSULATION '�^ -
�L iFY p' ICA NXREO'fE FOOTING SHEET
au
BASEMENT '>t A
7
JOB: 1502
.
DRAWN BY: KW
DATE: 10/2/15
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING
' - COMMON NAILS BO%NAILS
EXEND HDR,TO CORNER 2x6 DBL TOP PLATE
ROOF FRAMING
(3) FULL LIST. STUDS BLOCKING TO RAFTER(TOE NAILED) 2-54 2-10d EACH END
RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END
JACK STUD
WALL FRAMING
NAIL TOP PLATE `'�') - - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 3-161 AT JOINTS Now
TO BTM OF HDR - - STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"O.G.
-' W/ 2 ROWS OF 16d NAILS HEADER TO HEADER(FACE NAILED) 16d 16d 24'O.G.ALONG EDGES w -
® 3" O.C. FLOOR FRAMING
STRUCTURAL PANEL FADER CONTINUOUS HEADER JOIST TO 51 LLB TOP PLATE OR GIRDER(TOE NAILED) a-ed a-lod PER JOIST
NAILED 8d COMMON - ® MULTIPLE OPENINGS BLOCKING TO JOIST(TOE NAILED) 2-ed 2-IOd EACH END
0 3" O.C. EDGE AND FIELD BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Ed 3-IOd PER JOIST
BAND J015T TO J015T(END NAILED) 3-16d 4-16d PER J015T
BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16L - 5-16d PER FOOT
DOOR TRIMMER STUDS ROOF SHEATHING -
•
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16"O.C. ad IOd V.EDGE/6"FIELD
RAFTERS OR TRU55ES SPACED OVER.16°-O.C. ad IOd 4" EDGE/6"FIELD
2- 5/5" ANCHOR BOLTS GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG ad 10d 6' EDGE/6"FIELD
w/ 3°%3° PLATE WASHERS GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad 10d 6" EDGE/6"FIELD
O
GAB LOOKERS -
GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad IOd 4" EDGE/4' FIELD
I - CEILING SHEATHING m
V\ GYPSUM WALLBOARD ad COOLERS - 7'EDGE/TO"FIELD w
WALL SHEATHING T*T s
WOOD STRUCTURAL PANELS' w
STUDS SPACED UP TO 24'O.C. ad IOd 6"EDGE/12' FIELD
Y°AND 6' FIBERBOARD PANELS ad - 3' EDGE/6°FIELD
°GYPSUM WALLBOARD ad COOLERS 7°EDGE/10' FIELD
FLOOR SHEATHING ~
1 NARROW WALL BRACINGAT GARAGE DOO WOOD STRUCTURAL PANELS
SCALE, N.T.S. I'OR LESS ad lod 6"EDGE/0 FIELD
O
GREATER THAN I' IOd 16d 6"EDGE/6"FIELD
NO 0 (.41)*d NNeL5Pelt 9r°Q+PLAT!
V' L. au OP E 61M1 RUN
VVtT1CAL$MMT M w
ad NALS 8'EDWJ7 Pleb
(4)1"NAILO MM PT DOfTOM PLATE
IL
(3) 9 1/4" 'LVL
W
U
0 2x10's
z
2xlO B : W
1611O.C:
16110:C. Iio 0 W W Q
(3) 11 1/2" LVL GILLL FLU W (L/
I Ix45 STEEL
( J
2) Cl 1/A LV Q w U
o Q J�
2 1 ' -
1 L A. m W
(3) 9 1/4" LVL SHEET
FIRST FLOOR FRAMING SECOND FLOOR FRAMING
SCALE: 1/5" = P-0" SCALE: 1/8" = 1'=0" _ JOB: 1502
DRAWN BY: KIA
DATE: 9/2/15
EXISTING DWELLING 34
A r nP., yF ¢ o t (TO 5E DEMOLISHED)
uj
. 34.3
CV/ 33i.9 146. I I'
0 R=846.40' — 10
LOCUS
if CD
A=7. 1 3' !" ® ®
i _
z Q ® B 100%
RL.r....n 4 20.01 EXPAN51ON B
LOT I3A ---------OTH#4 AREA
:�-- ,�e,, m 0— 1243G.5 5.F. ®TH#3
Lu , f
1 0
0 j I 1 0'lli�
, - �---1 5----
ZONING DISTRICT: RC
MINIMUM FRONT SETBACK: 20' 1 __PROPOSED WATER (SERVICE —
331g
MINIMUM 51DE � KEAR.5ETDACK: 10' ® i.. I I PAT I 34.2 Q
®TH #2
L
r
DRIVEWAY - - - = — , ®m #I
62.4'
------------------
r
-- ---26.0' ----
IL
® ,
, 1 N
' 1 \
® i
33L'PROP05ED
34.3
►7
146.49'
®TI5M L EL. 33.7 (4) BDRM. 34
:NAIL IN PAVEMENT
DWELLING T.O.F. @
EL. 35.0
SITE , , SEWAGE PLAN
- FO R
154 HOLLINGSWORTH RD.,, OSTERVILLE, MA
PREPARED FOR
cww
01. DAYSIDE 5UILDING INC. GAGAN
SCALE: DATE: DRAWN BY:
vv. I" = 20' I I:-06-20I 5 TMW
61 �, 5791 E , o6OBNUMBER: REVISION: SHEET NUMBER:
1 5-008 5P- 1
WELLER AS OCSATES
P.O. BOX 417 CENTERVILLE, MA .02632
TEL.: (508) 328-4692
EMAIL: trlsweHer@gmarl.com
REGI5TERED LAND 5URVEYOR5 ENVIRONMENTAL CON5ULTANT5
Traverse PC
j
INSTALL R15ER5 4� COVERS TO PIPE5 TO BE LAID LEVEL FOR INSTALL 2" LAYER OF DOUBLE WASHED
WITHIN G" OF FINISH GRADE 2' OUT OF D15TRIBUTION BOX PEA5TONE OVER.3/4" - I I/Y' DOUBLE DEEP OBSERVATION HOLE LOGS
(SEE PLAN VIEW FOR LOCATIONS) WASHED STONE ALL AROUND DATE: 10-29-2015 P-14871
WATER TEST D-BOX FOR TE5T BY: D.MEYER.R5 s C5E
.. - WITNE55: D.5TANTON,HEALTH AGENT
- LEVELNE55 � FLOW PERC RATE: <2 MIN./INCH
EQUALIZATION
DEEP OBSERVATION HOLE#I EL.34.0
ROM SOIL 50IL 501LCOLOR 501L
SURFACE HORIZON TEXTURE (MUNSELU MOTTLING OTHER
EL. 34.2 EL. 34.0 EL. 34.0 0°-a" A LOAMY SAND I OYR3/2
T.O.F. @ 4"SCH -- -- 8'-34" B LOAMY SAND I OYR6/8
EL. 35.0 q.0 PVC TOP @ EL. 31 .2
34'- 139' C MEDIUM-COARSE SAND 2.SY7/4
IO"
'for14° � � (3) 500 GAL. PRECAST DRYWELLS
31 .75 PVC
�L3 1 i 7` ' 3 1 .00 BOTTOM @ EL. 25.5
32.00 INSTALL GAS BAFFLE DEEP OBSERVATION HOLE d2 EL.34.0
tN OUTLET TE 3 I .50 30.50
INSTALL TANK�D-BOX FROM 501L 501L 501L COLOR solL
ON G"LAYER OF CRUSHED - - SURFACE HORIZON TEXTURE (MUN5EU) MOTRJNG OTHER
STOKE O°-8" A LOAMY 5AND I OYR3/2
DB_G 8°-34' B LOAMY SAND 1 OYRG/8
G.O' - 34°- 1 39" C MEDIUM-COARSE SAND 2.5Y7/4
1.500 GALLON PRECAST (H-20)
SEPTIC TANK
BOTTOM TEST.HOLE DEEP OBSERVATION HOLE 83 EL.34.0..
SEPTIC SYSTEM PROFILE
.. @ EL. 2 2.5 FROM SOIL SOIL SOIL COLOR - 501L OTHER
. _ .. 5URFCE HORIZON --TEXTURE (MUNSELU ..MOTTLING
7' A LOAMY SAND I OYR3/2 -
7° B LOAMY SAND I OYRG/8
34.- 132' C - MEDIUM-COARSE 5AND 2.5Y7/4
- - DEEP 055EPVATION HOLE#4 EL:34.0
SOIL 501L : 'SOIL COLOR SOIL
.. - SFROM HORIZON TEXTURE (MUNSEW MOTTLING 01HER-
7"-- A - LOAMY 5AND I OYR3/2 -
34° B LOAMY SAND I OYR6/8
34'- 132' C MEDIUM-COAR5E SAND 2.SY714
NOTE: NO GROUNDWATER ENCOUNTERED'IN ANY OBSERVATION HOLE ,
OF
EN
_ -
6. 1140
DESIGN DATA GENERAL NOTES +1
DAILY FLOW: (4) BEDROOMS x 110 GPD 440 GPD I SEPTIC SYSTEM 15 TO BE;IN5TALLED IN ACCORDANCE WITH 51TE "° SE�iAGE PLAN
SEPTIC TANK: 440.GPD x 200% = 880 GPD 3 1.0 CNiR 1 5.00: TITLE V�
U5E: 1 500 GALLON PRECAST SEPTIC TANK 2. TH15 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A FOR
DISTRIBUTION BOX: DB-G (H-20) - GARBAGE DISPOSAL 1 1 54 HOLLINGSWORTH RD., OSTERVILLE, MA
SOIL ABSORTION 5Y5TEM: 3. THI5 PLAN 15 NOT TO BE USED FOR PROPERTY LINE PREPARED FOR
USE: (3) 500 GAL. PRECA5T DRYWELL5 LINED DETERMINATION �
w/4' OF DOUBLE WASHED STONE ALL AROUND 4. CONTRACTOR SHALL PROVIDE 48 D AY`J' I®� �U I LDI NG INC. (GAGAN
HOUR NOTICE TO DESIGN sc DATE: DRAWN BY:
CAPACITY: ENGINEER FOR ANY REQUIRED INSPECTIONS III = 20' 1 1 -OG-201 5 TMW
SIDEWALL: 93 x 2 x 0.74 = 1 37.G GPD 5. CONTRACTOR TO BE RESPONSIBLE TOR THE LOCATION OF JOBNUM13ER: 15-008 REV1510N: 5NEi TNUMBER: SP-2
BOTTOM: 13 x 33.5 x 0.74 322.3 GPD ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY WE LE
TOTAL: 459.9 GPD EXCAVATION OR CONSTRUCTION L R SSOC I ATES
P.O. BOX 4 1 7 CENTERVILLE, MA 02G32
TEL.: (508) 328-4G92
EMAIL: trl5weller@gmail.com
REGISTERED LAND SURVEYORS ENVIRONMENTAL CONSULTANTS
Traverse PC
I