HomeMy WebLinkAbout0027 HOLLINGSWORTH ROAD - Health a 27 Hollingsworth Road=`
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No. O�, .. CJ i Fee �S
THE COMMONWEALTH'OF MA.SSACRUSETTS Entered in computer: Ye
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitation for -MisposaY *pstrm Construction Vermit
Application for a Permit to Construct(�j Repair( ) Upgrade( ) Abandon( ) [?Complete System ❑Individual Components
Location Address or Lot No. 17 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. C 7 De igZner's Name,Address,and T No.
�`;is�''�C-� — ���`� C��►c�yc,�� ��4 J(r:�l� � ' x �s� �- Z�-33�1
b 5
Type of Building:
Dwelling No.of Bedrooms Lot Size _37j1Iy'7 sq.ft. Garbage Grinder(4.13)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided "7 gpd
Plan Date ��� �`�2U1 Number of sheets Revision Date
Title 5t%P-C 1?k"•. 7 rYv�r,►►Cy�r�ecK�
Size of Septic Tank ('300 Type of S.A.S. 5—5M foti\ Cbk,,tiw; �`•1 R��r Su_�"
Description of Soil� �G— ly,-]S"3 b^i0 Q (�v- 1�'i(Z 3�Z CtaL, �.
36�u�° C LAyC', ul-m 9 CF ov?. 5AAJ ci
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the coostnacfion and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 o e Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this B d d t
Si n Date
Application Approved by Date 3
Application Disapproved by Date
for the following reasons a
Permit No. �Q/�j ^a5 Date Issued FS 3 S
No. / '" 1, 111 Fee 0
;>j
Entered in computer:
THE,,COMMONWI=ALT OF MAsSAG USETTS Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSAiCHUSETTS
2pplication for disposal 6pstem Construction 3permit `
)Application for a Permit to Construct( I Repair( ) "Upgrade( ) Abandon( ) ®'Complete System ❑Individual Components
Location Address or Lot No.-?r-] Nb`^ Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 1Lla-�52 /
Installer's Name,Address,and Tel.No. ` O De iggner's Name,Address,and Tel,
�o C-( - Tom (���i,�-(.✓ }-p j p �i ��;�. � 'r•tn,.,�c�,�7.. ,.,
a �5 Sod 4Z�-3 3y
Type of Building:
r
Dwelling No.of Bedrooms CP Lot Size R,cN7 sq.ft. Garbage Grinder(4)r j
Other , Type of Building No.of Persons Showers( ) Cafeteria( ) �.
Other Fixtures
Design Flow(min.required) gpd Design flow provided (067 gpd
Plan Date '",`( Zq,ZUl'- Number of sheets Revision Date
Title 51)T'
Size of Septic Tank Type of S.A.S. 5-500&A &j,,,.,w s •1 R-Iv ri Su-(� ,
Description of Soil 1''\,'7S-3 O^10' Q ( 1b�R 3'Z Ctxv'•�`'�'"I "
-56 ' 3 CA-\t 1(Pkf\51 CP (u"-^'t,o
:* 'Ayub" C t.AArO, �s�({� 11 mt�. 5r ►fl (��-►Z�' Cz CAy�rZ (VAk,&�p wici� S t",A)
Nature of Repairs or Alterations(Answer when applicable)
i -
Date last inspected:
4
Agreement:
The undersigned agrees to ensure the co ion and maintenance of the afore described on-site sewage disposal system in
_ accordance with the provisions of Title 5 o e Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Bo d o a th
Si ned Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
ti Permit No. Q/ 5 Date Issued -3 !1
,
--------------------------------------------------------------------------------------\-------------------------------------------------
)
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(✓) Repaired( ) Upgraded( )
Abandoned( )by at Z7 has been constructed in accordance
with t r, io of Titl2,5 and the for Disposal System Construction Permit N&�01S_O 5 � dated ��� A5
Install r Designer
#bedrooms (D Approved design flo gpd
The issuance of this permit s/h�all not b construed as a guarantee that the syste, will fun as d ign d.
Date /C) " Inspect
No. 4 V/_6 aS_l Fee tin
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction permit
Permission is hereby granted to Construct(/) Repair( ) Upgrade( ) Abandon( )
System located at_T� h4 i M 5 w a,\}-,
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with e f
Title 5 and the following local provisions or special conditions. J
Provided:Construction mu tt be completed within three years of the date of this p it.
Date 3 ( Approved by '
TOWN OF BARN�STABLE � C
LOCATION -�r � ��i�a- SEWAGE#
VILLAGE 'e ey 1kt, ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. e S+ ,
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type)( 14 2,0 "e.t p (size) To, Xj J,3 2,
NO.OF BEDROOMS
OWNER ViJkN*!A
PERMIT DATE: � COMPLIANCE DATE: Uv
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 h')facili Feet
FURNISHED BY
N
0
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\Igoe
3 4ga�, ®3
-� — -- __--Town of Baritstable -} -
.�`"EE T0�'ytio Regulatory Services
Richard V. Scali, Interim Director
HAMSTABM
9 MASS. Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304.
Installer &Designer Certification Form
Date: Sewage Permit# py65 _J51 Assessor's Map\Parcel �L U v 5b2
Designer: 60 V GY1YA Installer:
Address: Y�l�/,Ll� ���/l:. Address: (C� ''T/Fnt cl T
O's tro i k4 no �-Z&S�
On 0 ( d was issued a permit to install a
da a installer J
septic system at 97 1-b11tiZy& -zY kA • based on a design drawn by
(address)
u J'r�fll i n 7Pmuthqdated J d j Q(J
(design r)
R2v• 51tZIIs
I certify that the septic system referenced above was installed substantially according to.
the design, which may include minor approved changes such as lateral relocation of the.
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component.
of the septic system)but in accordance with State & Local Regulations. Plan revision'or
certified as-built by designer to follow. Strip out (if required) was inspected and the soils
were found satisfactory;.
I certify that the syst renced above was constructed in compliance with the terms
of the I\A approv ers(if applicable)
JOHN C el
ODEA
(Installer's Signature)
No.48168
v 9c��9FG/STE
esigner's Signature)
ore} (Affix
� L
(Aff x D p Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK:YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
Town,
of Barnstable6
` bpi Department of Regulatory Services
_ Public Health
_ . aUnrtar�nt� Division
y� MA63 Date
200 Main Street,Hyannis MA 02601
1 Date Scheduled ,
• — Tune Fee Pd.
(JI Soil Suitability Assessment for Se iv ge esposal
T• S
• Performed By: t L� By.
By:
G ' f
LOCATION& GENERAL INFORMATION
Location Address a�7,/�,�r�/n��, �h Owner's Name �h
01 t I/t�t/k/ rn 6 ozo SS(/t Add64'Jail Fries r yy l ea
. 3 Rt cat G�rr�;S vccc�
Assessor's Map/Parcel: .. Al O 65), Engineer's Nd"�'�r tr)rl r ,6 Zy .
NEW CONSTRUCTION REPAIR SUS!U6t✓t . /.ho,/./?y�L o'he id J!�nL
Telepliouelk 'r� 313
Land Use r Slopes Surface Stones
Distances from: Open Water Body ft- Possible Wet Area Drinking Water Well ft
Drainage Way ft Property Line ft Other ft
SI +TCHc(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands in proximity, to holes)
e
b •
�b T
Parent material(geologic) 4v�-454 5 00
Depth to Bedi'aelt
Depth to Groundwater. Standing Water in Hole: �`'� Weeping iti'otrl Pit Pnee A,,o 2
• Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL-HIGH WATT R TABLE
Method Used:
• Depth Observed standing in obs.hole: In. Depth to Sall mottles: In,
Depth to weeping from side of obs,hole: In, Groundwater Adjualment ft.
Index Welt tr Reading Date: Index Well level Adj.factor _ Adj.Groundwater'Level _
Observation
PEIRCOLATION' O TEST bate ( 1ril1e
Hole#
Depth of Pere 9 30 Time at B'
Start Pre-soak Time @ Time(9"-0)
End Pre-soak
RateMin./Inch
-Site Suitability Assessment: Site Passed Site Falled: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
*4'*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:\SHPI'IC\PERCFORM.DOC
r
DEEP.OBSERVA•TION HOLE LOG _ Hole# t _
Depth from Soil Horizon Soil Texture Sdil Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Sinueture,.Stones;Boulders.
nsistency.WGrayel)
!off
to
• 3 ri- `o mot. Sl,^W . fo Y�71
DEL,P OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsisten ra
• • o- c4 �6�,,y S ((J �� 3 2 •
zo S to t^R Y4;
-7
DEEP OBSERVATION DOLE LOG ][Tole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
• Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Coilligleticy,%Oravoll
3 2
28-1o2 CS a eo �/� ?.�
.foz- l3 2, !o rc 8
71
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sall Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Consistencv.96
OR?-' --ioy c t A. L /v fR � C
IDY�/3Z C>_ an�_
IT,loud Insurance Rate Mau:
Above 500 year flood boundary No— Yes
Within 500 year boundary No X-1 Yes
Within 100 year flood boundary No•K Yes,_
Deyth of Naturally Oecurriva Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
- area proposed for the soil absorption system? VOS
• If not,what is the depth of naturally occurring 76rvious material?
Certification
I cerdfy that on 7 l' Z. (date)I have passed die soil evaluator examination approved by the
Department of Envir mental Protection and that the above analysis was performed by me consistent with
the required trainh expertise and experience described in�10 CMR 15.017.
Signature Datr;
Q:15RPT1C\PERCP0RM.D0 C
i
HV08'901 F/'I'1_iE 09:29 AM FAX N3, P. 004
BENNETT ENVIRONMOTAL
O9" ASSOCIATF
,S9 INC. "
dnwoulth of Massachusetts
Ltc Nui)smrWFFSStoTAr.s®tctWMoPMNrALSMNTsrs nment of Public Safety
cEowotsrs 49ANMARtANs 527 CiklR•4.00 11r" h
JOHN TAAEM-WIELANDT Form I
SenlorProjecrATangg�
jteaemawietrma�benuaanriWt, and Cert1fleate of Completion for the Installation or
B men k and the Storage of Fuel. Oil
erville; steir'vill` Marstons Mills
'• (City or Town) (Date)Pert #'s: FD E1ec. FDID #: U�920 Fee Paid: $ W a+�
Oiler/Occupant Name: �'� �,Q ; Tel.#:
Installation Address: Serviced Floor or Uidt #:
U I-Ieating Unit U Domestic Water I lea U Power Vent ❑.Oth
Burner: ❑New U Existing ation:
.Trade Name• 1Vifg:
Type. Model## or Size: N Size:
Fuel Oil UKerosche UWaste Oil - —
L'Storage Tank: O New dFulsting Location: IlV adfos&V&t '
Type: L L Capacity: gallons 'No. of Tanks.
Special requirements f or additional safety devidees t4771 ,
CI . Valve❑Oil'I,ine'Protected ❑Sheet]Kock O Sprinkler A.F'L TE: p yes p no' 'EF:U yes❑Ao
r ._
(Furnace and 1.3oilet'S) (FYater keaterj_
Co. Na>xle• s l TelA 7 //IS
Ades;s: X � e City: - � Zip:
Completion Date:
Combustion Test: Gross Stack T Net Stack T
'
CQ2' .. B .raft..
Smoke: erfire Draft: Efficlency Rahn
1, the Undersigned certify that the inatafttion of fuel burning equiptncnt has beets made In accordance with M.G.L.
c. 148 and 527 CMR 4:00 currently in e&at. Furthermore,this installation has been'tested.in accordance with
such requlrements, is now in proper operating condition and complete instructions as to its use and maintenance
have been furn1shed to the persoa for whom the installation{or alteratlon) ode.
P[Mt Name r SJ Cert Rf Gbmp, # Amature(no stanwV
Address; . 0 City:
Once signed by th de mrnt, is a'PERMIT for the storage and use of oil burning equipment.
Approved by: J�� Date: G
REFW To cHEOKLIST ON REVEME SIDE
Form D1atnbttl1on:White:Hire Dept (Application) Yellow:Installation(Permit To Store) Pink:Instatler(permit To Install)
This form approved by the Stara Re Marsha(and provided coultasy of the Mass,M Heat Councff. Form design in WF3 by Gotuft and GOMM Flra l)opts,
iLq 1,Im
PERMIT EXPIRES 60 DAYS AFTER ISSUE DATE.
TOWN OF BARNSTABLE � o �Q 6 W2-
ASSESSORS UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS 644 aj /MAP NO. PARCEL NO. 9 d
ADDRESS: ? 6 /6�!/G!Lls �IIP>i� VILLAGE' S' V' ►^ ,q � '�, 6
NAME;
CONTACT PERSON PHONE NUMBER
LOCATION OF TANKS: CAPACITY: TYPE OF FUEL. AGE: TYPE: LEAK
OR CHEMICAL: Circa DETECTION
` SYSTEM:
DATE OF PURCHASE OF. EACH: 1. 2. 3. 4. 5.
DATE= OF.FIRE DEPARTMENT PERMIT:
TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS
PLEASE PROVIDE A SKETCH SHOWING TIIE LOCATION OF TANKS ON THE BACK OF THIS CARD.
I
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NOTES: v
I 1 1.)CONTRACTOR I&TO VERIFY ALL EXISTING CONDITIONS �
&DIMENSIONS IN THE FIELD Z
s-s• s•-s• s•-c
2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, (7
16-p DETAILS,&FINISHES IN THE FIELD WITH OWNER
P.T.6.6 POSTS WI D
Pvc caswc s-1- z-1r z-n• s-r 1) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT W Q coN
'q6 FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR p pro
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 m W Q4
§ A EABOVE A 5.) 110 MPH EXPOSURE B WIND ZONE F.W w"�
N 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
PATIO SCREENj-' AW
OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING W ao
,n
PORCH M 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD m�v�
,z•-D• A 6.) SEE CERTIFIED PLOT PLAN.DEVELOPED BY SIJLLIVAN ENGINEERING FOR ALL r>ac2Q
MASTER PROPOSED&EXISTING DETAILS U v GO LL
BEDROOM 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL
'v (WwD) SIMPSON COMPONENTS
13'VAULTED CEILING 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS
CTO BE 3000 PSI AT 28 DAYS
4e - c 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE
4'-2- s'-9' 6'-1• DURING FRAMING CONSTRUCTION
WO 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN.
ANDERSWOODEN D UBLFRENCHwooD oouBLE 13J PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE
SLIDING DOOR - VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES
A 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 4`
A x6.B. BATH PANTR FO -- ',� itrn ® EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION `
9S�J C
PKT.DOOR wETeAR INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE c
z'6-x6'e• )ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,2J
ry 15.
PKT,DOOR I KITCHEN i —
(TILE) SLOPED
p R.
2'o•x6'B• (VERIFY KITCHEN c" lNcB—D) LAYOUTW/OWNER) §IBUITN
3 CABINETS#2 I ---- —^ ---
W
J
LDS. HALL ewoD> I e I 2' 6.WR 24'x6'6- ., J
4 PKT.DOOR HERS
QAroOD) II I HIS � 4 HERS
a m 1 3,%4,4, CLOS. z•6•xs•&• ——— --ram F-=-- — -------- (WOOD) ":..: '' (w000)
1 2'0'x6'8' s LED 4'-P F---11 LIVING
Ow _ __
4'-&Ire 3•• -e• s•-z• •- - sa•- I I § a (1A'ODD) -- ^ -- 'v IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS
I'll ® I I DININ FLAT GAS CLIMATEZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION W
RANGE SIN CEILING F.P. 2'6'xfi
A ze•x 69- (WOOD) 32•x 66' q TABLE 402.1 2(MINIMUM PRESCRIPTIVE INSULATION 8 FENESTRATION REQUIREMENTS)
DN. . 6'e• TV 4 TUB
2'e•x vaLVe
AUNDRY i t 1 ABOVE �, TEMPER D o e EN x U
bPKT.DOOR p � V�nCi ANON wCiort ,9 wN�E pw000�RAN wqL,�aoRh e..s9�i'"•LL"olari oEerl a�s
4'p MACHINESUNDER COUNTER — -- — NOTES. O
42 x 0' 1'-10• MASTER 1 RVALU AXI ES ARE MINIMUMS&UFACTORS ARE MMUMS
TI D 4 ❑ 2.15119 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR
IN
§ —Y S. --Y-- SK ABOVE m
1 1 11 1 1 1 I BUILT-IN I " BATH
LD n OF THE HOME OR R-19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL Q
REFI 1 CLOPE. SLOPED
EILING 1 1 CEILING 1 1 4 CABINETS I (TILE) 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL I NSU IATION&EN ERGY R EO U IR EM ENTS
J1 1 1 I 1 SLOPED 4.13.5 MEANS R5 CONTINUOUS INSULATEDSHEATHING ON THE—EXTERIORERB k7 1 1 CEILING LI 60 (4 &R13CAVITYINSUTATION <
PO RC HGO RED UP BEN CN I A80 1 I 2-- p O
2'8'x fiE• PKT. R
®HALL W ---h rf---h ---h �/� 3•.,p
a 2 p ass ® 11 I I I 1 11=ABBORVER� CLl 01 1, In Li.
o
N TYR FIBERG SQUARE F •C——
B C C C C LLI= _ails � W
FIBLUMNS 2-0 --- O n COLUMNS G SINK I 4 ilw I }Y m LL U
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z m 31T1
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A - —————————— ————— —— ro v/ _•
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'A LEGEND:
As a ® r A s EXISTING WALLS _ wD��E�wD�w�LL�
) A _= CONSTRUCTION TO BE REMOVED WINDOW SCHEDULE NN�jpWZWpOOZW.
A
DO F�y`w' m`-zo
TCMNEWCONSTRUCTION (, TYPE MANUFACTURER'S UNIT QTY. ROUGH OPENING REMARKS w:8ga°o�o�S�a�
I A -ANDERSEN TW2446 17 30 1/8"x 56 7/8" DOUBLEHUNG ~ SCALE :
- § (9)SMOKE DETECTOR 4 B ANDERSEN AW251 4 28 7/8"x 28 7/8" AWNING 1/4"
Q CARBON MONOXIDE DETECTOR C ANDERSEN TW2852 8 34 1/8"x 64 7/8" D.H.COTTAGE
®HEAT DETECTOR D ANDERSEN TWi2823 1 34 1/8"x 27 7/8" DOUBLEHUNG TRANSOM
E ANDERSEN TW2646
1 34 1/8"x56 7/8" DOUBLEHUNG DATE
A A `FiF F ANDERSEN TW2442 5 30 1/8"x 52 7/8" DOUBLEHUNG 5/4/2018
ENT
AREACALCULATIONS �% H ANDERSEN TW24210 9 30 1/8"x 36 7/8" DOUBL^EHUNG(FRACTIONAL GRILLE
DRAWING NO.
z•-o• 1o•.m r-o•
FIRST FLOOR 2259 S.F.
24'-0• ` GARAGE FLOOR 8286F.
S.F.
COVERED PORCH 277 S.F. A 1
SCREENED PORCH 324 S.F. d
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LINEOFWALL BELOW
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CLOS.
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BEDROOM#4 • _ J
_ BEDROOM 3 (CARPET)
(CARPET)
® KITCHEN LIVING
2V.B•6' ^/ BELOW BELOW
4 "
® 2.6 WAIL _ � •
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(GABLE DORMER) (GABLE DORMER) (GABLE DOR ER) E7 _ • •0• •Q
—PORCH ROOF BELOW
Y — B B
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J� (SEE DETAIL) KD 2X NAILER �, xao.>.ri.rw.an.m II ma°+",u^°n••°•° m�O mOuU.�rcwop�)
�p J� FLOOR u"0 r•wurn°® II .. ��zw�—wrc
JOIST •w5 II ��� rin u.Fm Ottx>�Om Ou
3� �EEL J I. A..o>•• r'�����3'd��i ra W LDED TO STEEL
l - wDzOE
AS
K8 �8 6 FASTEN JOISTS TO WELDED TO STEEL COLUMNIPLATE Ij ,a,,,iiiY,/ma.maw,is. iI U EAM
OO
NAILERWISIMPSON LI �p�p mwZ
a v
IJ woOZUm
n ASI ANGLE(SHOWN L p0 wyp Jif t)'uxwuwpitC0 OR SOLID BLOCKING 4 • II 4 fU =�WtiOFU¢(�
Iy 8'x B'x112'STEELPLATE 4 it II —mFwzzF
WELDED TO TS 4'x 9'x//d' 4 .uae•m II
STEEL COLUMN LONG/4' °°na'°Ivu°mrur""° momnummw..• SCALE :
FILLET WELDS e'IONG µ,_me jl II _�A
W.fi'x-"STEEL PLATE h na,a.a,.m.aan.oe�wa i.r.w.aa..m..a mo• �I jl 1/4"— 1'-0"
YELDEDT04'x9'x1/4"
STEEL COLUMN,DRILLS A
GROUT FOR 0M-DIA, ry I9
ANCHOR BOLTS D ,,,,, a®,9, II II I '°��^�°m°' DATE
fl 'm II II
I, 5/4/2018
FOUNDATIONWALL f- x+xxNi♦rim...m.r,i,n, __U_ a.mome•n•anim
n%'{%:.^I i
3'-P -
STEEL BEAM/POST DETAIL a.d DRAWING No..
SCALE:1/2"=1'-0"
APA APA NARROW WALL BRACING METHOD NOT TO SCALE A$
1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION
� I♦
U
22'-0' 15'-fi r. TYPICAL ASPHALT J
ROOFSHINGLES J
5l8'CDX RLY WOOD SHEATHING
2 x 12 RAFTERS 159 FELT PAPER Z
P.T.6 x 6 POSTS WI PVC CASING
SIMPSON H 25 HURRICANE CLIPS
FASTEN TO WALL WI BASE N tfi'-0'
WINO WASH /� �
TO 13E W'SIMP ON BASES D BARRIER 3'0'WIDE ICEANATER SHIELD vJO-
LC BEAM WI SIMPSON PCZOR
LCE4 POST CAPS A6 ALUMINUM DRIP EDGE W QO NON
1 x 8 FASCIA BOARD C) O(D
3 2 x 10 BEAM 00—T T FROM RIDGE19 1 x 3 GYPSUM
STRAPPING R
D LHDR..1 3l4'xe 1l2' 1l2'GVPSUM BOARD
LVL HOR.FOUNDATION
DOWN 1 x 4 SOFFIT BOARD �
TO FOUNDATION 1x CONT.VINYL SOFFIT VENT MIj-c�,o
• 1 4 ix350FFR BOARp G M
2K,2J - 2J 2J _ TYP.2.6 WALLS 13l4'CROWN 1�1� ��wN�
2 K,2J t x 6 FRIEZE BOARD r>
1 WW LU 00
DETAIL AT WALL' U o` <±=
• ,• o I v�ali
'qN I 1 SCALE:1/2'=1'-0"
2'-0' 2fi'-4' 10•,2•— 1 q
(S O R) M
C _J
A6 I MI
3.2x8 NOR. 1
2K,2J 2J 2K,2J 2K.2J 2J 2K,2J 2K,2J 2J .2J 3K 21 }1 314'x 11 114'LVL HEADER - 3K.J
_ 4 x 4 POST FROM C1
1 RIDGE DOWN TO
FLUSH BEAM IN
CEILING
4 x 6 POST UNDER
i -- — -- EACH END OF BEAM LLI
1 J
2x8RAFTERB
AT 16 o.c FOR
4x6POST FROM MmPOST TOF MRID 4 x6 POST FROM RIDGE m BUILDOVER
RIDGE DOWN TO DOWN TOU VCOL N DOWN TO IgLLY COLU o ROOF
}1 314'xB 12' I.
ILL
LVL HEADER O b
Ip 2K.2JDOWN TO I 31314'x 16'LVL RIDGES _ 2.10 RIDGE BOA 1$
FOUNDATION - - - - - - _ _ _ _ _
10'SO.FIBERGLAS POSTS J
W/P.T.4 x 4 POSTS INSIDE ,TI9'� I I x
FASTEN L BEAMS T
SIMPSON LCE4 POST 4'�p 1 I I O
CAPS,CORNER ♦"'1 , _
CONNECTION DETAIL 1 —
777
32x8 BEPM
2..RAFTERS 1j 2.B RAFTERS /
AT 18'o.c. I 4=1
Y a 4 x 6 POST UNDER O
JU I �I I 3l4'x11 71—VL EAM EACHENDOFBEAM A'
L.V
OE
2 BBEAM 1 CRICK RIDGE DOWN TOOETAI C K,2J 2 2K,2J ;2K2p THE FI m 1 CEILING W
A6 ' I O2110RAFTERS
-1, c. LuU)
Lil3�2 X 1 I A6 6 v/ v3'-2' 4'-2' S'-8' 4'2' �3'-0' 2K,2J 2K,2J ® {yam
SOLID 2x8 BLOCKING IN THE OUTSIDE 1
I x6POST FROM RIDGE T�RAFTER B CEILING JOIST BAYS J
48'o.c.,ALLOW SPACE FOR AIR O
DOWN TO}1 .2J DO ill' FLOW ON THE UNDERSIDE OF ROOF
�I D LVL HDR.WI2K.2J DOWN SHEATHING -
A6 TO FOUNDATION T
a I � /�(� /yam
E
7 \
16'-0' f� W V
�I ROOF FRAMING PLAN w
y wo
pow
NOTES: LLo�dwoF �o
1.)ALL ROOF RAFTERS TO BE 2 x 12's $�ufowwo`
UNLESS OTHERWISE NOTED
X a•-o• 2.) USE SIMPSON H2.5A HURRICANE CLIPS
zw OO�'zFm�>wwx:
AT ALL RAFTERS ENDS mom°��oNooN�2
3.)VERIFY GUTTER TYPE/LAYOUT J g g.
W/OWNERS y
A6 6 �o �g N Ho t,
OWN
mxo
SCALE :
1/4" = 1 I-011
DATE :
24'-p 5/4/2018
,r
DRAWING NO.:
A9
i-Finish Grade
- .
- Legend: ar if
3 Max.
9 Min Compacted Fill Filter
Ow Water Gate (round) ASSESSORS REF..
Fabric TP Map 140, Parcel 052
And/Or ij� Test Pit
, �
-]:Y�
2 � 1/8" - 1/2" -OHW- Overhead Wires `
Y Pea Stone ZONE: '
_ S - Underground Utility
3/4" - 1 112" 0 CB/DH RC
- LEACHING Double Washed Guy Area (min.) 87,120SF (RPOD) ,A a
Stone Fronta e (min) 20'
CHAMBER Utility Pole
= Width (min) 100'
Setbacks:
4' - 10' 0Front 20'
Deciduous Tree
Side 10'
Rear 10' LOCATION MAP
F.F. El. 37' (1"=2000f')
TO BE IN CROSS SECTION OF CHAMBER + Coniferous Tree
ACCORDANCE WITH
ARCHITECTURAL PLAN NOT TO SCALE OVERLAY DISTRICT:
qg
-
.G. EL. 35.2t F.G. EL See Note 6 (typ.) AP Aquifer Protection District
34.5f F.G. EL. 34.7f F.G. EL. 35.Of FLOOD ZONE:
F711Zone X
Flow Equilizers Map Number
As Required
25001 CO757J
Installer To July 16, 2014
Confirm Prior EL. 32.10 7500 Gallon
To Any Work Septic Tank E�31.85 Top EL. 32.00
(See Note 5) 31.65
D-Box EL. 31.48
31.00
To Be Installed On / Leaching
DESIGNDATA
� / Bedding,"T"s, Chamber
Single Family -stable Compacted Bose Inspection Port, Bot. EL 29.00
-6Bedroom @ I10 GPD & Baffels
No Garbage Grinder as Per Title 5 If Encountered Remove & Replace_
Total Daily Flow=660GPD All Unsuitable Soils Within 5' of
Use a 1500 Gal Septic Tank DEVELOPED PROFILE OF SYSTEM The Outer Perimeter of The System
LEACHING AREA
EL. 23.7
660 GPD/0.74(LIAR)=891.9 SF Required NOT TO SCALE No Groundwater
Sidewall=2(12.83'+50.5)2'=253.3SF Per Test Hole 2 & 3
Bottom Area=(12.83'x 72.0)=647.9 SF
Total Provided=901.2 SF(666.9 gpd)
LEACHING CHAMBER DESIGN
All Pipes to be Schedule 40. Use
5-500 Gal.Leaching Chambers in a
12.83'x 50.5'Double Washed Stone Field as Shown.
PERC TEST: 14,753 A6�
PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVANENGINEERING /� Q�
SOII.EVALUATOR NO. 13586 20' Right Of Way Bit. Pavement WITNESSED BY:DAVID W.STANTON,R.S.-TOWN OF BARNS TABLE
July 13,2015 OH" :; Raverugrl�v6�9P �y
�-n OHS OH �Z --OHW- OHW
SITE PASSED
N49 36 50 E �,
90.01' 100.01 - -'
TEST HOLE- I EL.35.6 TEST HOLE-2 EL.35.6 3 3 Lot Calculations
A LAYER IOYR 3/2 A LAYER IOYR 3/2 _34 _ 10'Setback\ ✓ °
VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN11
101, LOAMY SAND 35.3 101, LOAMY SAND 34.8 i 50.5' 1 Lot ,Coverage Allowed - 6, 1 SF ca Z
BwLAYER1oYR5L6 BwLAYER]oYRs/6 I� \ Lot Coverage Proposed - 3,630 SF j \m
YELLOWISHBROWN YELLOWISHBROWN 100% RESERVE
36" LOAMYSAND 32.5 34" LOAMYSAND
N (includes dwelling, porch, & screened porch)
326
Cl LAYER 10YR7/6 Cl LAYER 10YR7/6 i� / Floor Area Allowed -,- 9,872 SF o
YELLOW YELLOW O I 34x7 / n o3
c0 Floor Area Proposed -
MEDIUM SAND106" MEDIUM SAND 26.7
36' PER i / Dwel,'ing Finished' Basement = 250 SF
GONE I 25 GALLONS GONE N 10 MIN i
TEST 32.5 C2LAYERIOYR8/1 CV Dwelling First Floor = 2,290 SF
WHITE i N� I �
108" PERC RATE<2MIN/IN(LIAR=0.74) 26.6 1201' MEDIUM SAND 25.6 I Dwelling Screed Porch = 324 SF
C2 LAYER IOYR 8/1 NO GROUNDWATER ENCOUNTERED 35x8 g n
wHITE 1 Total = 2,8&`4 SFs6x4
12 R 3'�
MEDIUM l (excludes garage & open porch)
120" 25.6 �
PROPOSED PROPOSED
'D-BOX SEPTIC
33x6 TANK
TEST HOLE-3 EL.34.7 00
TEST HOLE- 4 EL.34.7 r
A LAYER IOYR 3/2 A LAYER IOYR 3/2 I \_ pp O
VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN co O I O
8" LOAMY SAND. 34.1 10" LOAMY SAND
Bw LAYER IOYR 5/6 Bw LAYER IOYR 5/6
YELLOWISH BROWN YELLOWISH BROWN O O C
28" LOAMY SAND 32.4 30" LOAMY SAND 32.2 EL=35.6' o °
Cl LAYER IOYR 7/6 Cl LAYER lOYR 7/6 , TH-2 10
YELLOW YELLOW
MEDIUMSAND 104" MEDIUM SAND 26.0 TH-1
PERC TEST 32.4 C2 LAYER IOYR 8/I reline PROVIDE
25 GALLONS GONE IN 10 M1N. WHITE 32x9 T1 CLEANOUT
102" PERCRATE<2 M1N/IlV(LTAR=0.74) 262 132" MEDIUMSAND 23 7 o I O PROPOSED I
C2 LAYER IOYR 8/1 NO GROUNDWATER ENCOUNTERED �'` DWELLING µ�ed
WHITE
132" MEDIUM SAND 23.7 Z Y•
NQGRO1 WATERE RED p
45,0
SEPTIC NOTES
1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours
I
Prior to Any Excavation For This Project the Contractor Shall Make
the Required Notifications to Dig Safe(1-888-344-7233)and contact
Sullivan Engineering&Consulting Inc.(508428-3344). Cf) + ;t yr s
2.The Contractor is Required to Secure Appropriate Permits From Town ° I ),eilir(I ed 3
Agencies For Construction Defined by This Plan. cn ? Toe Jeri
ru ° I PROPOSED ,
3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall t� c�z �' v DRIVE
A t Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to `SEE)
Assure Watertightness. In General, Water Lines Shall be Constructed in 'c` T o wx i 15RDRIVE -,
Coordination With COMM Water,and Shall be in Accordance e,ce
With 248 CMR 1.00-7.00&310 CAR 15.00. ° .' ( - „"NN+ awn 6
4.A Minimum of 9"of Cover is Required for All Components. sg `-� OAQ 3
5.All Structures Buried Three Feet or More or Subject +9 35x6
to Vehicular Traffic to be H-20 Loading.It is the Engineer's
Recommendation that H-20 Always be Used. 33.8
6.Install Watertight Risers and Covers to Within 6"of Finished Grade o
Over Septic Tank Inlet,Outlet D-Box,and Two Leaching Chambers.
All covers are to be maximum 18"for concrete or 24"Cast Iron. TH-4
7.Septic System to be Installed in Accordance With 310 CMR 15.00&
248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable +
Board of Health Regulations. f
8.All Piping to be Sch.40 PVC. I EL=M73 __ -Z0 setb ck CB If-
9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum __ _- -- - Cr7 /
Sump of 6".
10. The Separation Distance Between the Septic Tank Inlets and rIOyI
Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend ���ZN Of jl+l Lawn Cy d9e PUa\`C o f
a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" a��� Oz �r ✓ eo de
Below the Flow Line,and Shall be Equipped With a Gas Baffle.
= J{?'
11.Existing Septic Location is un known.septic is to be abandoned or removed in ion tinx 1 L=9 3.1 8
Accordance with 310CMR15. o.4816 0 R=184.19
SURVEY NOTES:
g0��`.CISTEC�A�<_ 34.5x
..........
_ 1.) The property line information shown was
x34.1 Edge compiled from available record information.
\
Pavement Edge 000 ar,1' IBM E1=35.2' MSL (approx) 2•) The topographic information was obtained po\1e top of CB/DH from an on the ground survey performed on
Update Proposed Building Footprings 04/27 1 OCjofopk 34.4x / or between 281OCT105 and 23/JUL/15.
REVISION: Update Proposed Building Footprings 10,3127118 \� 3.) The datum used is approx. mean sea level.
TITLE: Site
-Plan PREPARED BY- PREPARED FOR:
Proposed ImprotVementsSUEn$."erbig CapeSury
11i Consulting,Inc William Bailey
At ( +- P0.Sm659. 7 Padw rm.d,Ost"11,MAo2M 23 West Bay Rd, Suite G
swlesulftrwon.com -www.wllNaw&.mn Osterville MA 02655
27 Hollinas www.copesurv.com
Road (508) 420-3994 / 420 urv.com
Barnstabii-psterville) Mas- . Draft: CTR Field.
RRL/WHK p 10 20 40 80
DATE: SCALE: Review: JOD C RRL
Jul 29 2015 1 "= Comp...
y Project: 350015 Project: Bailey