HomeMy WebLinkAbout0391 GRAND ISLAND DRIVE - Health 3 1 Grar d Island ®rive ,
Osterville
A = 051 — 018 002
"'�" rlulti'I1 ul 1j"'I's(il�) C I 'r. 10, 937r�
I pFiHE TptY
Ucpnrlutcnt of Itcgulalury Sct"vicus ,
� DARN.STADLE.
Public Health Division Date 3/22/05
suss' ° 2UU Main S_hccl,Ilyanuis MA 02601
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Date Scheduled /22/05 _ 7 inlc__-�b a .
Soil Suitability Assessillelll f ur >5'ervtWe Distwsal
David H Ma rt�n __ Win,esscd Hy: Donald DesMarais r R. S .
P n c�fon r ed ll
LOCATION & GFNERAL INF01MIA410N
Owner's Nao,e (1,rl!
Lucatioo Address
391 Grand Island Drive Henry H. Hoyt, Jr . c/o Ma shall Green Esq
AL 105 MM Green, Tr.
Osterville
I.,,l,;,,ecr's r,,unc 115 East 69th St . NY NY . 10021
Assessur'sMap/I'arcel: — Falmo th Engneering,
Map 51 , Parcel 0181 Parcelxt 002 I�IIDavid H. —Martin Inc.
NEW CONS 1 RUC•I ION RUM(
—
< 10 s,i,raeesw1e5 None
Land Use 77cR Py 1 nnmP _' Slopcs(:bj_ ------
Distances(runt: Open Water Uody.7200 Il I'us ibis Wet Atca 7200_it Dille ing Water Well NA Il
7 20_-It Other tl
UrainagclVay_2��it Prupc,tyLiitc _— —.--
SKI:I CII: (Street name,dimcnsioits of lut,exact locations of test holes&pcic tests,locale wetlands in proximity to Itoles)
_ r
Qr
j0
+I
00
� N
a
Z7Z* '
a7(LA—wl0 15(_A-^J j]21tl
Dcplh to LScdtuck NA
Parent material(geologic) not
Depth to Groundwater: standing Water in Ildlc: encotntered Wccping Gum 1'it Pace No —
} Estimated Seasonal hligh Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: _I� G �T n• in. Ucpth to soil mottles:
Depth Observed standing ut obs.hole: a.
i,,, . Vnttntchvatcr Adjushncnt
Depth to weeping from side of obs.hole: Ad tutor Adj.Groundwater level_
Index Well 9 Reading Date: index Wcll Jcvcl 1
' PERCO.LATION TEST, uat�/2 2/O�lmo 10 : 15
Observation could not saturate Time at9" —
Hole N
I*intc at G" —
Depth of Perc Time(9"-6") _
Start Pre-soak Time a
End Pre-soak
Rate Min./filch
Site Suitability AsscssntcnC Site Passe)
X Site Failed:
Additional Testing Needed(YIN)
Original: Public I"lealth Division ObscrVatioll l tole lljlta 7�o Be Completed oIi Back
***If percolation test is to be colulucted within IOU' of wetland,yo.0 Must first uulify the
Barnstable Conservation Divlsioa at least une (I) Melt print• to begiuuing.
Q:III AL'rIITWP/PERCF0RM
DEEP OBSElZVi1`IIO II(�L11; l.,l)C; J.JuJc it 10,Ticr
Soil Color Suil
UcjQa fionr Soil Ilorizvu S(U3DA)1e (Mansell) Mottling (Slntetl`re,estotoes,Boulders.
SIIrFflCC�In.) n
12" 0 A
rr
120 - al 11�:11!19 No
2.5 74
DEEP OIZSERVATION IIO.LE LOG hole�� 2
Depth from Soil fioriwn Soil 1'cxttac
Soil Color Soil 0lher
(USDA) (Mansell) t,tutlling (Structure,Stones,Boulders.
Surface(ill.) (_unsislency %Gravel)
12" 0/A Sandy Loam 10 YR.—3/2
2411 B L o am- Rand—___LQ_YR._54
120" C
Il ulc 1# - .
DEL+'I' OI3SEIZVATION IIOLE LOG soil H r
Soil Hori Soil
zon 'rexturc soil Color
Depth from (USDA) - (Mansell) hlultling (Stnicn"e,Stones,Boulders.
—
Sill lace(in.) ---
Cons' -cam °/ Grave,
---------------
DELI' OBSERVATION HOLI; LOG hlolc fir`
Soil Texture Soil Color
Soil Other
Depth from Soil lloriwn (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Surface(iu.) Consistenc °°Grave
l
Flood Insurance Ratc Matt:
Yes
Above 500 year hood boundary No X a
X
Within 500 year boundary
No— Yes
*A Yes
Wilhin 100 year flood bounJaty No—
De nth of Nat ti Pervious Matal throughout t�c
Does at least four
feet ofnaturally occurring p Occurri ervious material exist ut all areas observed :.
area proposed for the soil absorption systenl7 Ye s
If not,what is the depth of naturally occurring pervious ntatcrlal'?
• roved by the
Certi— rr�101� dale I have passed the soil evaluator examination app
I certify that on 4/95
Department of Eavirowne ntal Protection and that the above analysis was perforated by me consistent with
d Uaiu' g,expertise and experience described in 310 CMR 15.017.
the require
Date 4
Signature
Q:l IEAL11 l/W I'/PERCf01tM
/ F
DEMOLITION NOTES: GENERAL NOTES: ELECTRICAL NOTES: � 7/ 1�
1.All debris to be disposed of in G.G.provided,on-site dumpsters. 1.It shall be the responsibility for all sub-contractors to have examined 1.G.G.to verify all existing and new outlets,tv jacks,phone jacks,
and reviewed the complete set of working drawings and/or thermostats etc.to ensure proper location and quantity. Designer to verify
2.Demolition contractor shall be responsible for contacting Dig Safe prior specifications and to provide all labor and material for their respective heights and locations of the same.
to start of work. area of work for a complete and finished Installation in compliance with j
the intent of the drawings and/or specifications,whether or not,shall be 2.G.G.to verify proper placement for phones,FAX machines,modems and o`
3.Demolition contractor shall verify that all utilities have been properly In compliance with all building codes and ordinances which are audio equipment. All wiring for phone,audio and cable will be installed and
disconnected. applicable to the project. supplied by Audio company if applicable. m
2.5ub-contractors shall cooperate with each other and with the G.G.to 3.Electrical Contractor to verify all new and existing loads and Inspect any
provide materials and labor that are necessary In each others work at existing equipment so that the final electrical work meets all current codes. K r'
the proper times so that the construction schedule is not affected. Refer to electrical plans for further information. ,
These interfacings shall be the responsibility of the sub-contractor
whose work is affected as such: 4.All appliances and fixtures shalt be U.L.approved. o
560PE OF WORK:
3.All work shall be performed by qualified contractors in strict 5:Provide GFI outlets where required by code. Verify locations with
1.Construct new Pool House/Cabana as per plan accordance with Manufacturer's specifications. designer. .
2.Installation of pool and related equipment to be permitted 4.Product Manufacturers indicated in schedule and/or plans were 6.Install smoke detectors as per code.
separately. selected based on quality,style,size,color etc.and are not Intended to
be used as substitutes and are subject to Designer's approval in writing I.Refer to designer For switch and outlet types. Colors to be determined.
prior to product purchase and installation. '
8.Refer to electrical plan for fixture types and specifications.
5PEGIFIGI�TIONS• 5.The sub-contractors shall be held responsible for the removal and
disposal of materials and items commonly referred to as"debris"or q.Electrical contractor shall label all panels with type-written directories.
determined by the Designer to be refuse.
1.Foundation _ 10.All electrical and communication outlets to be at 16"vertically mounted.
a.12"x 16"footing with key ;A 6.All materials,.colors,fixtures and finishes are to be selected by the All light switches to be at 42"unless otherwise noted. P
b.8"Poured concrete wall with Designer unless otherwise noted.
shelf detail(4"D x 6"H). 11.Contractor shall guarantee all material and workmanship free of defects "
c.518"Anchor bolts,@ 42"o.c. 7.Written dimensions govern. The contractor shall not scale the plan., from a period of not less than one year from the date of acceptance.
embedded to 7"depth with 3"plate washer.
d.2 x 6 P.T.sill plates @ shelf and upper 8.Framing contractor to furnish all anchorage for crown moldings, 12.Correction of any defects shall be completed without additional charge
foundation wall baseboards,wall units as required by millwork/cabinet contractors,etc. and shall include replacement or repair of any other phase of the installation
which may have been damaged there by.
2.Floor System q.The Designer shall not be responsible for any deviations from these -0 Q
• a.11-7/8"i-Joists @ 16"o.c.to plane with drawings as dated on this sheet or approved addendums to this set. 13.All work shall be performed by a Licensed electrical contractor in a first
upper sill plate...provide staggered blocking class workman like manner. The completed system shall be fully operative 0
mid-span. 10.All lumber in contact with concrete shall be pressure treated. and accepted by Engineer/ArchitecUDesigner. O W
b.3/4"T&G Advantcech plywood sheathing, = c
glued and nailed. 11.All contractors are required to have Insurance for protection against 14.It is not the intent of these plans to show every minor detail of O to N
c.Nailing patterns as per WFGM public liability and properly damage for the duration of the work. construction. The contractor is expected to furnish and install all items for a a CL
0
complete electrical system and provide all requirements necessary for 0 O
3.kalls 12.The painting contractor shall finish all walls(new and existing)with equipment to be placed in proper working order.
a.2 x 6 Walls with 1/2"GDX installed vertically. oil base primer were wall paper is to be applied, Ail trim elements and g M
b.Nailing patterns as per WFCM interior doors shall be finished with semi-gloss oil based paint. 15.Please confirm exact locations of all equipment with Designer. a
c.Cedar shake siding with 4-314"maximum exposure „
Installed over 151b felt paper.-Note flare detail 13.All work shall be performed by Iicensed contractors in a first class v
c.Open cell foam insulation in walls workman like manner and make the completed systems fully operative. - PLUMBING NOTES• U
d.112"MDX beadboard for Interior finished wall
surfaces.
1.Plumbing work shall conform to all City,County,Health Department O
and Building Code requirements. Refer to Designer for additional cn
4.Roof N
a.2 x 10 Rafters @ 16"o.c.(dormers 2 x 6), information. o 2 o
- w se
b.518" OX sheathing. o -o
Ga in
2.Furnish all labor,materials and equipment re required for the completion c.2 x 8 collar ties 2 x 4 ridge blockin - q p o � 4
d9 9 E
(O
f I v i r heaters plumbing fixtures and other s o sot waste vent,domestic Ovate xtures a
d.30 yr Architectural stye shingle over 151b.felt paper. p g g t o
systems as indicated. 8
e.Roof valleys to be cut,not woven
f.Step flashing&Ice/Water @ all Cheeks 4 W
g.Exposed lead flashing @ dormer face. 3.Plumbing fixtures,trim,accessories and colors shall be selected by the
Owner or Designer.•-Verify with Designer.
5.Windows&Exterior Doors DATE:
a.Pella Pro-Line or equivalent 4.Verify all dimensions with the designer prior to fabrication or
installation 10/20/2011
6.Pergola&Exterior Trim
a.Rafters to be 2 x 6,painted mahogany with scroll detail at tip SCALE:
b.Beam to be(3)2 x 8 spruce,wrapped in PVG
c.Fiberglass structural columns to footings as per plan
d.Exterior trim to be PVC or equivalent
- SHEET:
I y .
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• .� tea.. ,,• �• /�� , ., � � .21 �
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` DATE:
10/20/2011.
SCALE:
SAAHEET:
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S1
A4
22=====_= 30' LL
-------------
I ill 91-411 3,-4" 9r41'
D _I 1711
1i;>I I_°II
o
1 I II :I I 'll Q
l a l II I I'.:II if
IQ- I I tl
;it
N IB I slue IIII I
2a'-R".2Y-8" .
-
IQ:
II I I: II Fiberglass Structural Columns -
to 12'Co no.Footings 8'o.c. I I - y
11 ` --- ------------------ -
y LA
c�
(3)2x8Beam ------
Foundation Plan
" co 2x6 Mahogany N
" Pergola Rafters POOL CABANA `
iV1 21'_0"x 23'-0"
2c TREATED MUDSILL �l • 2x6 Wall '
SILL SEAL
S 1plate "her LACE ANCHOR BOLT : p -
- - - w/plate wesEn®36"o.c. I � -
O
t
77
�— Pergola Beam Wrapped j a 0
F
J� w/full length PVC T �' r o 0
A
pp- i 5+ --
CONCRETE FOUNDATION WALL BATH
�� B
• CONCRETE SLAB � '
CONCRETE FOOTING //////---REINFORCING STEELAS.REQUIRED _ - I ••_ i �;,. --- --- 4'-8"x 6'-10" - A I` U -
__ VAPOR BARRIER - - c:
.—
4"GRAVEL BASE
CV •tn
-_�—.T• • ® +
Basement Foundation 4'-711 8'- 1/2" � - 5'-10 1 2"— 3' 3
8' 6'- 0' 5'-2" 3 A W
I
WINDOW SCHEDULE S1 DATE:
NUMBER QTY FLOOR SIZE WIDTH HEIGHT R/O A4 10/20/2011
W01 2 1 1945DH 21 " 53" 21 3/4"X53 3/4" First Floor
W02 2 1 2121 AW 25 " 2511 25 3/4"X25 3/4" SCALE:
W04 4 2 2121 FX 25 " 2511 25 3/4"X25 3/4"
W05 1 1 2145DH 25 " 5311 25 3/4"X53 3/4" -
W06 2 1 2549DH 29 " 57" 29 3/4"X57 3/4" SHEET:
W07 3 1 2949DH 33 " 57 33 3/4"X57 3/4" �_3
I •
Typical Roof Consiruction
1.2x Rafters @ 16"o.c.
2. Continuous Ridge Vent
3. 5/8"WX Sheathing
EE4. Hurricane Clips @ all Eaves
5. Ridge Blocking in Lieu of Straps' Q
6. Nailing Pattern as per WFCM
T 15 lb. Felt Paper
6.30yr.Architectural Shingles
cl. Ice&Water @ all Eaves
TTTT
U
D,
o
Typical Wall Construction
1. 2>6 StudsEl
2. Single bottom plate, double top plate
E 3. 1/2" COX Plywood Installed Vertically R
4. Typar Weather Barrier - 3 2
5. Ice & water @ all penatrations Front Elevation Rear Elevation Right Side Elevation a)
6. Nailing pattern as per wFCM (n
1. Cedar shake siding W
C
w
FINISH ROOFING
ROOFING MEMBRANE- •� .. - _ -
- FLASHING
• TRIM . . . - ,'
f- FASCIA \� 2Y WOOD RAFTERS - _ _ L ,
- . VENTED AIRSPACE teLVLRkIp - -
BAFFLE - as R�96. - / - - .0 Q
7 SCREENED VENT VAPOR BARRIER 4) C
FINISH SIDING - WRaf—aDomwe VETTII I I I I I I I I I I Ij (O
SHEATHING-- - • -
fA Qj
INSULATION � - � rn s
Abbreviated Eavedwar.� a m
r strroN a w O
O O
LWLn�R� �. Left Side Elevation M
y >L
-----------------.—___A _
C
4 \ / C
21
Lr-��E� �
N
I \ ✓ I
\-DOUBLE TOP PLATE - T 8-p—de—vidTTy
---_— I 5 ��
FINISH SIDING— - I I _ \ / - 1 I , •_ o
MEMBRANE INSULATED WALL CAVITY
SHEATNING INTERIOR FINISH
12i18 Foatlnp Typ \ \/ / z ` Lg W<
2c 6 FRAMING MEMBER _
26P.T.SILL - -
• -• I I // � � \\\ \\ I I ,. DATE:
I
• I // `\ I 10/20/2011
Typical Wall
I / A mve.emrod...,roogw \ 1
` �—-----------------------\� SHEET:
Dormer Detail
- A-4
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