HomeMy WebLinkAbout0006 CRANBERRY LANE - Health 6 Cranberry Lane
Centerville
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SMEAD
No.2-153LOR
UPC 12534
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Misposal bpetem-Construction permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. (p C?,Aj,}ak-fXtj A = d°Vi Lcir Owner's Name,Ad$ress and Tel.No.
R�EzV I Cl v,
Assessor's Map/Parcel ,3 0 14TS ®44
Installer's Name,Address,and Tel.No. 5 QS.4�4?7-,8$?7 Designer's Name,Address,and Tel.No. 5012- 233 Coq I
C APGA I DE �u �frS�S V -4 s4syc� I�Fi��
aJ t)t b .S N . t , MA
Type of Building:
Dwelling No.of Bedrooms Lot Size ®�.� sq.ft. Garbage Grinder( )
Other Type of Building P_4%L '`k-L No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided �� ,-7 gpd
Plan Date S -a,(- ao 15 Number of sheets t;L Revision Date
Title f��; ll.� - Jl LAQ65 CWRDly C.f.-1
Size of Septic Tank 1500 C-m4&_- Type of S.A.S. �� Sao 64a ol-)
Description of Soil jrjr -' �) ps �,3�1-`� fT$E
Nature of Repairs or Alterations(Answer when applicable) -M�J�
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health
Si Date 6' 015.
Application Approved by - Date 70 's
Application Disapprove Date
for the following reasons
Permit No. jJ� 16 Date Issued (p 64/ays
r s.
No. aV (� ,, Fe#00.
° THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
21pplication for Misposal *pstrm Construction Permit
k
Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. (o kAjjBt'" LAVrc d*VjLtC Owner's Name,Address,and Tel.No.,
��Udr KU --VidivS
Assessor's Map/Parcel ;La& I ;w Neff s-r aditL O ITS Ot-F i
,. Installer's Name,Address,and Tel.No. J p19—(0 7—g$'f 7 Designer's Name,Address,and Tel.No. $Og— 933—hog{-I
CAOF.wt be &)u7wG/ V 14 ASSoe.(hTeS
5 v tit SANbW I M Ar '
Type of Building: .a
Dwelling No.of Bedrooms �' ,,a Lot Size sq.ft. Garbage Grinder( /)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures {
Design Flow(min.required) n gpd Design flow provided , gpd
0
Plan Date j —a,(— ,Zn t �N,u�mbbeer of sheets Q. Revision Date j
Title /n C,./�F0
Size of Septic Tank Type of S.A.S.
Description of Soil �� � � a��'.3� /$C 2:,e,�X)
i,
Nature of Repairs or Alterations(Answer when applicable) 1L1$ (, J «GYM
1-b il3o - -�y n n6c)S6 7 b(4) 5,_�,a tea, f��f0 LL Y�It �p
wc-r1� oF � � ADS ,� a ��S oau 509E5
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance-ofthe_afore described on-site sewage disposal system in
i
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
i
Compliance has been issued by this Board of Health.
Si ne Date (6-44`�LO15
Application Approved by Date 70 S
Application Disapproved.ay Date
for the following reasons
Permit No. 70/lam — 6 Date Issued z�ay�biy'
--------------------------------------------------------------------------------------------------------'------------------=----------
THE COMMONWEALTH OF MASSACHUSETTS i
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( )
Abandoned( )by jA2 L])E G mDw cc' t•�.�--
at � �G Ar)A� LAu rat Clews 1,�[t,L�G' has been constructed in accordance
� ` l
with the provisions of TitleI 5 and the for Disposal System Construction Permit No. dated In I � /
1' r
Installer QAPA!;1,U 10,C � K� � _ Designer V � ��r¢r
#bedrooms Approved design flow Cj gpd
The issuance of this pe its ll not be construed as a guarantee that the system will tme 'o as design�.
Date �I I I%Y) Inspector
--------------------------/-------------------------------------------------------------------------------------------------------------
No.�� — (D Fee '� d0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Misposar 6pstrm Construction Permit
Permission is hereby granted to Construct( ) Repair(X) Upgrade( ) Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Zz
i
Provided:Construction must be completed within three years of the date of this permit. _
Date /�yw � Approved by
Town of Barnstable
Regulatory Services
Thomas F.Ge&r,Director
MAW 4D
Public Health Division Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Desig_ner Certification Form
Date: !® !' Sewage Permit# cZ Old ((�Assessor's MapWarcel Z,14 Z—
�p
Designer: �r/ �S D G'/�' e� Installer:
Address: 3L d 6 f'i14- &141 Address: f 573
On 6"q a Q l b CCfpe /& ZG R V-W was issued a permit to install a
(date) /- (installer)
septic system at 6 C based on a design drawn by
(ad ss)
dated
(design")
— 1 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.
I certifythat the septic stem referenced above was installed with 'or changes i.e.
greater 10' lateral system
of the SAS or any vertical relocation oaf any component
of the septic system)but in accordance with State&L 'ons. Plan revision or
certified as-built by designer to follow.
��N OF Mqs`V�
a� AW cti�
� VON MCC y.
(UsWter's S ) #1068�a s
Sq�ITAR�P,
(ligner's Signature) (Affix Designer's Stamp Here)
P UBL1C WALTIR REUROMEK41M An
COMP1dANCE WILL NLW, MM RM WTO TON FORK MM AMU—ILT CARO .ARE
RFLIyED BX THE BARNSTABLE PUBLIC>FIEALTH DIVISION. THANK YOU
Q:kleaIdAep idDesigner Cerdficatkm Form 3-26-04.doe
i
Town of B instable. P#--t
Department of Re atory Services
' Public Heal Division DateKAft
-`
•ems. 200 Main Street;HyI mnia MA 02601
Date Scheduled �' Time Fee Pd.ko.
I {�
rJ1
$Oil Suitability Assessmeni for Sewa a Ysposal
Performed By. / -`7. Witnessed By: -7 Nt
j
LOCATION&GAL INFORMATION -
Location Address O
'. / { wner's Name
• � C� �'� � / ,h/��� � �i'PKCL� �G�I�/NPY/CfrGlS ��• G�
��!>fTzdl�ll��/ N!� ✓ Address 2/66 Oi'�,� ,/r j?14 D�
Assessor's Map/P4rcei: Z
NBW CONSTR!!t ON REPAIR _�• Telephome# '�/ 7 coo 7T
Land Use L�P S/�l°G1�Q/ Slopes(96)_�--- Surface Stones
Distances from: Open Water Body ft Possible Wet Ana ft Drinking Water Well ft
Drainage Way ft Property Lint ._Z Z ft Other ft
•I .
SKETCH:(Street name,dimcaaiods of lot.exact locations of telt holes 8t pere tests,locate wetlands in proximity to holes)
I
t-Y
15T
/�Gt(� AS/ .
Patent material(gcdlogic) Depth to Bedrock
Depth to Groundara* Standing Water in Role �Z�_ Weeping ftm Pit Pace�—
��Estimated Seasonal high Groundwater I
D TION FOR SEASONAL HIGII WATER TA19LE
Method Used: GA v f /�
D th abgaved standing obs.hole: 1/ In. Depth 10 toll 11 Mein e 4 In,
eP l in. omundwaa Atliditttent ..�,...0•
Depth toiweepimg fimm side of obs. olc „(�i .
Tndex Well# Reading Date Index Well Ievr~1 ArU.Actor Adj. Leve-4/7
. I
PERCOLATION TESx sate 5 ��
observation Z I Tune at 9"
Hole#
Time at 6"
Depth of Perc
Start Pre-oak'I tine
Had Pro-soak
Rate M nAnch
Site Suitability Assepstnot: Site Passed
Site Failadt Additional Testing Needed(Y/IV) / _d
Origina .Public H41th Division Observatiol Hole Data To Be Completed on Back
l•
***If ercola ion test is to be conducted within 100"of wetland,.9ou most Blrst no
the (� S
Pbeginning-
Barnstable
N#servation Division at least one(1)we�1t:prior to v
DEEP OBSERVATION HOLE LOG Hole# Z _
Depth from Soil Horizon Soil Texture Soil Color Soil ' Other
Surface(in.) (USDA) (MUM11) Mottling (St muri,Stoaesr BouWas.
O�lse�r�
� U a
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) NUMB) Mottling (Structure,Stones,Boulders.
C' ! &t
i°
�S
DEEP OBSERVATION HOLE LOG Hole#
Depth from' Soil Horizon Soil Texture Soil Color Soil ' Other
Surface(in.) (USDA) (MunselQ Mottling (Structure,Stones,Boulders.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Boil I Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
Consistency,ILQMXW)--
t .
Flood Insurance Rate Man: /
Above 500 year flood boundary No— Yea
Within 500 year boundary No Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of oattaally occurring pervious material exist.in all areas observed throughout the
area proposed for the soil absorption system? i-
If not,what is the depth of naturally occurring perors material?
Certification
I certify that on �' " (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,a rose and ex ence described in 310 CM R 15.017.
Signature ��� llatc{� .
TOWN OF BARNSTABLE
LOCATION �p ��F�eU �'0. ( LA 06' SEWAGE# ;L Cs( '_S -- J(o-7
VILLAGE 1.�*l�Ji'!-�4i��L,L ASSESSOR'S MAP&PARCEL ( ( ).
INSTALLER'S NAME&PHONE NO.CAb�I dD�� [qc'srl_L UJ
SEPTIC TANK CAPACITY C)u C7+{.4-W
LEACHING FACILITY.(type)CLI CAL! 44U (size)
NO.OF BEDROOMS
OWNER �- ay ��pG�ll�tcVS
PERMIT DATE: L4 •-1® (j COMPLIANCE DATE: - t
Separation Distance Between the: ADr ace.) 49
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) N�l� Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY � PL(1t)c�E x Qcd� U C
Q
A C1ViI� �i
11.3
A-z: R-l' 3z-"a
a
Iq-tta X1 Q-4 > L3
APB, L1 '
.4 -� 3s. a
OCUS ASSESSOR'S MAP: 226 GENERAL NOTES:
<<A = PARCEL: 112
PL. BK. 76 PG. 1 1. VERTICAL DATUM: Assumed_________
REFERENCE. -
MUNICIPAL WATER IS AVAILABLE.
161
0 2 MU IC L E
c
c
�Cip � 3 FLOOD ZONE: X Town of Barnstable 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT
c N �o e, v #250010564J (07/16/14) SYSTEM UNLESS OTHERWISE NOTED.
o oco 94 81 4. ALL PRECAST UNITS TO CONFORM TO
c AASH TO: __ H_10____
5 ville Beach Rd 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED.
Craig 95.52 _ 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE
P i 6 X WITH MA ENVIR. CODE (TITLE 5) AND LOCAL
os��o a REGULATIONS.
LOCUS MAP N.T.S. X; I 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES
r
PRIOR TO CONSTRUCTION.
:9Gravel'.:. c 5.99 I m LEGEND:
e 4gF, `rive- `.•.;. : : e
96.2d0�° �h :., 96,44 S` a PROPOSED CONTOUR
00 S.7�\ s9 PROPOSED SPOT GRADE,
97,41 - 40 - EXISTING CONTOUR
Lots 26 & 27 F X 30.23 EXISTING SPOT GRADE
\ 96.36
P o� 10,914f S.F. �ac� TEST PIT
0.3f Ac. °
97.03 Map 226 00
t EXISTING WATER SERVICE
,Parcel 112 LDeck= 6.49 E X o WORK LIMIT LINE
¢, --x
98.07 o�
�8.03 ,
� IP FND \ � CIO
#6 +�,.�• 22 OF Mqf�, ��� OF Mgffq
97.58 / TOF=99.58 Bk gIN 18IN PINE 96.19 � q�y � �y
/Xa (Assumed) r< pINE96.63 g AMY L. o TERRY G�
VON HONE in ANN
c� N x 89 15' 96'82 h � WARNER
No. 1068
o No. 38721
�. x 98.60 cs; x 97.18 �FGISTEyll � £GISIE
N o 98.94 Pore -2
98,82 (Slab) ,
98.77 1 A I
.: � 10
IP FND 98.7 9 6 13' 96.59 96.61
'go 99.41 9 2 .6
,1/S o 25' 1 A 9 .75 ya NOTE: This plan is to be used for septic
99,7Q
>;9, 0 4'- _ 98- _ ___ _ _ _ system purposes only and is not to be` �3 0 99.86 99.48 r 3 � 00 considered a property line survey.
o H 98.6g ,54�
� � 10o. 'o- 1 FT 9 PI (:;ax 99.16 6 CRANBERRY LANE
W SH FF 99.98 \ /
A '�`'O I os V H CENTERVILLE, MA
FT PI E ` T❑F ABUTTER BLOCK associates PREPARED IRENE M. KUPREVICIUS
24
M9Co 100,95 10.0.24 Abutting Foundation sEPnc SYSTEM oEsicHs FOR: 2166 NORTH ST. JAM ES
Maximum Feasible Compliance ��jo 101.41
ndc 0Sawi , MA2563 PARKWAY
Title 5 Variances: 310 CMR 15.405 1(b) p 508.833.0041 CLEVELAND HTS OH
1. 5' variance request, proposed 15'
separation between leach facility and / ? Benchmark set: surveying by. 44106
p y v P Hydrant tagbolt Terry A. Warner.P.L.S.
foundation bulkhead _ zz Lon Road
(bulkhead) .58 g
01
EL.- 103.01 (Assumed) Harwich. MA oz"s DATE REVISED SCALE SHEET NO.
101.36 (508) 2-8309 05/21/15
1" = 20' 1 oft
{
j(
Provide Riser over D-box NOTE: All components to be marked with NOTE: To prevent breakout, final
T.O.F. (Full) to within 6" of final grade magnetic tape or similar prior to final cover. grade of EL. 96.0 to be carried
EL. 99.58 I
(Cover to be watertight) out a minimum 15' beyond edge
F.G. EL: 97.9-99.1 f �F.G. EL: 98.5 Maintain Min. 2% slope over leach facility to of leach facility.
Existin reventondin
F.G. EL: 98.5 F.G. EL: 97.5-99.0
f
Install risers w/covers over inlet and Min. 2" of 1/8" - 3/4" Washed Stone or Ins ection Port within 6" to grade
outlet to within 6" of final grade � Geotextile Fabric
Exist. invert "L=20' (Access Covers min. 20" diam. per Code) _ Stone
EL. 97.16 4 SCH 40 P L-5 L-15, 3/4 - 1 1/2 Double Washed
4 SCH 40 PVC b 4" SCH 40 PVC Top of Peastone or Geotextile Fabric EL. 96.0
i4• CAS=S% 1�.MI a 0.5�.MIN ®a®a®a® 24" Eff. Depth
@S=7� ®®®®®®®
EL. 96.25 e®®a®®®
EL. 96.5 Install Gas Baffle ` EL. 96.0 EL. 96.83 92.78
Q. PROPOSED DB-3 EL. 94.78 Use 4 - 500 Gallon Precast Chambers
H-20 DISTRIBUTION BOX (H-10) with Double Washed Stone 5'
(Install PVC Inlet & Outlet Tees) Watertest for levelness SYSTEM PROFILE 4'(42'Ends, 10'Sx Sides
PROPOSED 1500 GALLON if more than one SEPTIC
7.78
H-10 SEPTIC TANK outlet EL.N.T.S. Adjusted Groundwater
ADDITIONAL F'NOTES SOIL LOG DESIGN CRITERIA
1. Contractor to confim soil suitability prior to installation. Contact Number of Bedrooms:
SOIL EVALUATOR: AMY VON HONE, R.S. S.E. #2517 BOH and Design Sanitarian in the event of varying soils from original Existing 4 Bedrooms
INSPECTOR: DAVID STANTON, R.S., BOH soil test. Soil Type: Class
DATE: MAY 21, 2015 10:00 AM Percolation Rate:
PERMIT: #14695 2. Pump and remove Failed Cesspools. Any contaminated materials <2 min Inch
PERCOLATION RATE:<2 MIN/INCH IN C1 within 5' of proposed Leach Facility to be removed. Daily Flow:
Design Flow: 110 G.P.D./Bedrm x 4 =440 G.P.D.
TH - 1 TH - 2 3. Water line to be sleeved at any sewerline crossings and within 10' 440 G.P.D. (Min. Required)
EL. 98.88 EL. 97.3 of any septic components, as needed, per Water Department Garbage Grinder:
o ........... o requirements. Contractor to verify location of water line prior to Not Allowed
A............. V) ....A............. N construction.
:.:Sandy Loam..... „ :.::.:Sandy Loam:.... Leaching Area (440)/0.74 = 594.59 S.F.
:: ;:. :.:...1oYR4/1:. Required:
10" .......:.............. ....... 98.05 ° 16" -`%%-'-'' 95.97 4 "
Septic Tank and Distribution Box to be placed on 6 crushed stone
::::g ::::::::.:.:.:.:.: : :g :::::: ;:;:.:.:. C or compacted, level base. Septic Tank Required: 440 G.P.D. x 200% = 880 G.P.D
:':':'Sandy Loam.... D :':':'Sandy Loam..... D Minimum 1500 Gallon (Proposed)
.:':'::, �:�::':':, FLOOR PLAN
32" : :- 96.21 28" : 94.97 Use 4 - 500 Gallon Precast Chambers with Double
C1 C1 Perc N.T.S. Washed Stone: 42' x 10' x 2'
Fine Sand Fine Sand
2.Y7/3 2.Y7/3 44 Bottom - ii
ed 2 0 Kitc en 2(42 + 10')2= 208.0 S.F.
Sidewall Area:
D in i Bottom Area: 42' x 10'= 420.0 S.F.
-c Total Area: 628.0 S.F.
Living o Design Flow Provided: 0.74(628.0 S.F.)= 464.72 G.P.D.
Bed 1 Ro,om a. _ V
6 CRANBERRY LANE,33 r 87.78 14" s7.78 H CENTERVILLE, MA
1st Floor
125 86.88 associates PREPARED IRENE M. KUPREVICIUS
144" 86.88 133" 86.22 sEpnc sysTEm DesicNs FOR:
2166 NORTH ST. JAMES
Groundwater Observed ® 125" (EL. 86.88) ,+IML 320 cotuit Road PARKWAY
' Sandwich. MA 02563
Adjusted Groundwater ® 114' (EL. 87.78) MIW29, Zone A, April, 2015 (0.9 Adj.) 508.833.0041
<9" ® 11:14 minutes PERC RATE: <2 MIN/IN. ( C1 Horizon) Bed 3 Bed 4 CLEVELAND HTS, OH
I, Amy L. von Hone, R.S., hereby certify that I am currently approved by i sumeyioy by: 44106
the DEP pursuant to 310 CMR 15.017 to conduct soil evaluations and Terry A. Varner.P.L.S.
that the above analysis has been performed by me consistent with the L 22 Long Road
requirements of 310 CM ��� aa2-8mg
R 15.017. 1 further certify that I have t Hcrwioh. Mn DATE REVISED SCALE SHEET N0.
2nd Floor 3os
successfully passed the Soil Evaluator's Exam on November, 1994. 05/21/15 1" = 20' 2 of. 2
d'
i.
IAl
VERIFY ACTUAL LOCATION OF
rr; THE SEPTIC TANK AND SYTEM
8'-4• 13'-3" 6'-0" 6'-1" —_ 1°'-°" COMPONENTS WHEN INSTALLING
1 THE NEW DECK FOOTING. LOCATION
SHOWN IS FROM AS-BUILT CARD INSTALL FLASHING UNDER
SEPTIC I ) I HOUSEWRAP&DECKING
1 1 TANK
1 I 5/4 X 6 DECKING
EXISTING HOUSE I INSTALL SIMPSON DTT1Z
1 ! FLOOR JOISTS TENSION TIES AT(3)LOCATIONS
_ EVENLY SPACED FROM HOUSE TO
DECK JOIST
., P.T.2 x 10's 16"0.c.
INSTALL PEEL&STICK
RUBBER MEMBRANE
O pp BETWEEN LEDGER&
e I. SHEATHING '
NEW Q. NEW I P.T.2 x 10 LEDGER BOARD LAG BOLTED TO
DECK DECK I SOLID BLOCKING W/(2)LEDGERLOK BOLTS
16"O.C.W/ZMAX JOISTS HANGERS
33'-6" DECK DETAIL
I
- i
j NOTES:
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
EXIST. &DIMENSIONS IN THE FIELD
HOUSE 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,
DETAILS,&FINISHES IN THE FIELD WITH OWNER
3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009
FLOOR PLAN 4•) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION
OF ALL SIMPSON COMPONENTS
5.) ALL CONCRETE USED FOR SONOTUBE FOOTINGS TO BE 3000 PSI
8'-4" 13'-3" 6'-0" 6'-1" 10'-0"
I 6.) RAILINGS ARE REQUIRED WHEN THE DECK SURFACE IS 30"OF HIGHER
6'-7112" 6'-71/2" ABOVE THE ADJACENT GRADE,VERIFY IN THE FIELD.
s'-o^ s'-o" 7.) ZMAX OR STAINLESS STEEL SIMPSON COMPONENTS ARE SPECIFIED
A FASTEN JOISTS TO BEAR DUE TO THE LOCATION WHICH IS NEAR NANTUCKET SOUND FOR
Al W/SIMPSON H2.5 TIES __ CORROSION PROTECTION.
8.) VERIFY ANY BENCH SEATING AND OTHER DETAILS IN THE FIELD
7.2 WITH OWNER.INSTALL BLOCKING AND ADDITIONAL JOISTS FOR
j \ aqT 1 SEPTIC 1 I SUPPORT.
TANK I 'oe 1 \ W/4 _D A.BIGFOO7 FOOT NGSS
_ UNDERNEATH TO 4'0"BELOW
GRADE.
USE SIMPSON ZMAX
ABA 6
0
w P. .2x1 B T.2x10B
P.T.2 x 10 LEDGER BOARD LAG BOLTED TO
O P.T.2 x 1o's 16°o.c. P.7.2 x 10's�16 D.C. SOLID BLOCKING W/(2)LEDGERLOK BOLTS
W/MID-SPAN BLOCKING W/MID-SPAN BLOCKING 16'o.c.WI ZMAX LU210 JOISTS HANGERS
INSTALL SIMPSON DTT1Z
TENSION TIES AT(3)LOCATIONS
O EVENLY
SPACED
CED FROM HOUSE TO
DECKJOIST
w VERIFY DECKING MATERIALS
F7m m i! m W/OWNERS
w O
O w O
AZEK 1 x 10 FASCIA P.T.2 x 1 O's(B 16"o.c.
II 3-P.T.2 x 10's
FASTEN JOISTS TO BEAM
W/SIMPSON H2.5 TIES
P.T.2 x 10 LEDGER BOARD LAG BOLTED TO c 10"DIA.CONCRETE SONOTUBES
INSTALL SIMPSON DTT1Z SOLID BLOCKING WI(2)LEDGERLOK BOLTS W/24"DIA.BIGFOOT FOOTINGS
TENSION TIES AT(3)LOCATIONS 16"o.c.W/ZMAX JOISTS HANGERS I. UNDERNEATH TO 47 BELOW
USE
EVENLY SPACED FROM HOUSE TO EXIST. ABU 6EPOST BASE SIMPSON ZMAX
DECK JOIST HOUSE "
VERIFY LOCATION OF GAS METER n S E CT I O N@ DECK
IN THE FIELD 8 BLOCK OUT JOISTS
DECK FRAMING PLAN A�
AROUND METER
TH DESIGNER SHALL BE
FIED FAN
COTUIT BAY DESIGN, LLC NEW DECK FOR; I ERRORS ORON.THENSADINGCOOONY SALE _0 DRAWING NO.:
THESE DRAWINGS PRIOR TO START OF
THECONSE DRATRU BE IN.TNEIORT BUILDING OF
�� ��
43 BREWSTER ROAD INLLESE DRAWINGS FC NSTRUCTIO THE CONTENT
LANDRY RESIDENCE INTNESEDRAWITHOUTWINGSESOELYFOR TH
MASHPEE MA. 02649 COMMENCES ANY ERR RSORIO THE
DESIGNER OF ANYINGS ERRORS OR OMISSIONS.
THESMA (508)) 274-1166 I OFTEOR ERNOTED ANY
DATE :
FAX 50$ 539-9402 Al
CONSENT
OF NGS REOUI�TNEER rrr EN
( > 6 CRANBERRY LANE CENTERVILLE, MA CTTOF TNEOESIGNERUNOERTNE 5/4/2016
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