HomeMy WebLinkAbout0312 HOLLY POINT ROAD - Health 312 Holly Point Road
Centerville
A=232--- 028
UPC 12534
o.2-153l0
w�aw
I
TOWN OF BARNSTABLE
LOCATION -3�2 f7/ol�<1 1o11f7— /&/ SEWAGE #
VILLAGE �f/60 ASSESSOR'S MAP & LOT L32 —d2�'
INSTALLER'S NAME&PHONE NO. ,PeL f20J'738� c/srA D,
SEPTIC TANK CAPACITY 15-10
LEACHING FACILITY: (type) 'fd4 ' � (size) /3.2
NO.OF BEDROOMS
BUILDER OR OWNER kt_--n 06 vil
PERMITDATE: —/�/—OS� CO LIANCE DATE: 3 0 d.'
Separation Distance Between the:
'Maximum-Ad usted Groundwater Table and Bottom of Leaching Factli Feet
J g tY
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 leachin faccii ) Feet
Furnished by ��� �
,year �r�,o� �i��oy
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No. �qW 5-0�)6 r`, t� FEE
COMMONWEALTH OF MASSACIJUSETTS
Board of Health, ", `k MA.
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct(.) Repair( ) Upgradik Abandon( ) -Dd Complete System ❑Individual Components
Location 140 t I F6`A4- ga Owner's NameCIO I
Map/Parcel# 2?jZ y✓ -21 Address 5e yU.0
�M
Lot# Telephone#
Installer's Name 5 Designer's Name �� ` -,e I
Address Address
Telephone# �U 2,0 �- $ Telephone# 1 K
Type of Building 1� t ���� �ea Lot Size (J, 4-3
- sq.ft.
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type of Building N f A- No.of persons Showers ( ),Cafeteria ( )
Other Fixtures AJlA
Design Flow(min.required) gpd Calculated design flow +1410 Design flow provided 416 gpd
Plan: Date 10 1 Q Number of shpeetts� �� Revision Date p
Title�rlJ,0O S-ecl e,o�S �S� "n yY2,q r-& /8'I-Z 48%,FC3',' .
cif A
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator P-1 M r�. Ise Date of Evaluation
�..
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to not to place,the tern in operation until a Certificate of Compliance has been issued by the Board of Health.
Sig Date
Inspections
�j yy /,
No. Kt"r Harz ' FEE-14
v
COMMONWEALTH O�,MASSACPUSETTS. � �
r. f Board of Health, C fl S �
APPLICATION FOP, DISPOSAL SYSHM CONSVUCTION PERMIT
Application for a Permit to Construct(,) pair( ) UpgradeA Abandon O 4,4-Complete System ❑Individual Components
Location �' h� °��- Owner's Name Cla '( re
Map/Parcel# ( l A 'Z- I �j Address '50nYl&p
Lot# Telephone#
Installer's Name R Designer's Name
..�U C'. 'S�/_,� �`�.L�- S V cl.�. � �--►�U� -eye ('�
Address l G W1.0 O�G/1 Q uo �� Address S 4 Aal ` C-m
Telephone# �U ' Q i Telephone# 4-7-7 ' ~'' k
C — i -
Type of Building V45 ` Ck{'A � Lot Size A I �! ± ACsq.ft.
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type of Building N No.of persons Showers ( ),Cafeteria ( )
r
Other Fixtures ^^^^ AA����,
Design Flow (min.lrequir{edi)' 44d gpd Calculated design flow +4o Design flow provided '1'��10 gpd
Plan: Date 1, 1 A-1 � 'Number of sheets
Revision Date
t Title 3" 2A-, C , 712
�6\`u Rai nA- }Zot C e
yk�--e ,
V y t
Description of Soil(s), — � ,.i Soil Evaluator Form No. Na' 4of,SQ'it E,41utor Q„t, MCC. Ian Date of Evaluation In V 2al 104
DESCRIPTION OFkEPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to not to placq the tem in operation until a Certificate of Compliance has been issued by the Board of Health. t
Signed Date
Inspections
t
No. FEE
C®MMONWEALTI-I-OF M SSXC14USETTS
Board of Health, a(h $ 1 �!-� MA.
CERTIFICATE OF COMPLIANCE
> Description of Work: ❑Individual Component(s) �CComplete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( )
has been installed in accordant ith the pr visions of 310 CMR 15.00 (Title 5) and the ap roved design plans/as-built plans relating to
' application No. C9605 OO(o, dated J Approved Design Flow (gpd)
Installer
Designer: Inspe Date: 30
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. FEE
C®MMONWEALT14 ®f MASSAC14USETTS
Board of Health, ply n S t-C �`k , MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Constjr�u Repair( Upgrade( ) Abandon( ) an individual sewage disposal system
at . �"1 iris"� �' 1 r(1 as described in the application for
Disposal System Construction Permit No.� � dated 1/y
,4. Provided: Construction shall be completed within three years of the dat s pe it. l local conditions must be met.
u �
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date / Board of Healt
i
Town of Barnstable P#
Department of Regulatory Services .
: .xxtaaree[B. •
Public Health Division Date
,eS 200 Main Street,Hyannis MA 02601
Date Scheduled D Z°( D Time_�!-=l _ Fee Pd. l�
Soil Suitability Assessment for Sewage Disposal
Performed By: Witnessed By: U�`l Ull 4�4 �.
LOCATION& GENERAL INFORMATION
Location Address (a ]) I nd Owner's Name Pn Q
e N rJ((; Address.
Assessor's Map/Parcel: 1'�32_0 v1� Engineer's Name
NEW CONSTRUCTION REPAIR Telephone#
Land Use 4 �zv�i tiG Slopes(%) Surface Stones I/V aAA
Distances from: Open Water Body?1�( ft Possible Wet Area ft Drinking Water Well c
Drainage Way N ft Property Line l 2 ft Other ft
4
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
74'
/Zr �
-Lally �o � V
0.C.i A, Ov?'w�+.S Depth to Bedrock /v 1�
Parent material(geologic) ,�! / P
Depth to Groundwater. Standing Water in Hole: 1 y / A Weeping from Pit Face
Estimated Seasonal High Groundwater I K, � &-V I?D
DETERMINATI N FOR SEASONAL HIGH WATER TABLE
Method Used: t"Yca f-' -St Ge /&C c-
Depth Observed standing in obs.hole: __ In. Depth to soil trlottic,,: in
Depth to weeping from side of obs.hole: in• Groundwater Adjustment tt
Index Well# Reading Date: Index Well leval— AdJ.lhch;r_ Adj.Groundwater l evel—
904-4
PERCOLATION TEST In8tV ' ° z 4hme --�(
Observation l Time at 9"
Hole#
�ptr60q
Depth of Perc 7lff Time at 6" ' ' 1 -.------
Start Pre-soak Time 0 1 ' Time(9"-6")
.
End Pre-soak ^ �.
Z m vt/t n r (A cc, 4`9t� I
Rate MinJInch `
Site Suitability Assessment: Site Passed 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:\.SEPTl iPERCFORM.DOC
I
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consis enc %Gravel)
YK
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistenc %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consi tenc %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsist ra el
r
Flood Insurance Rate May:
Above 500 year flood boundary No_ Yes.
Within 500 year boundary No A Yes,d R
Within 100 year flood boundary No Yes
Depth of Naturally Occurring 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? eS
If not,what is the depth of naturally occurring pervious 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 rtise and experience described in 310 CMR 15.017.
Signature Date
Q:4SEPTICU'ERCFORM.DOC
°t
_ Town of Barnstable
Regulatory Services
Thomas F.Geller, Director
MAW
.639 Public Health Division
Thomas McKean, Director
-- ---- 100 Main Street,Hyannis,MA 01601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Fore
Date: Sewage 1Permit#. Assessor's MaplParcel 23 2—c�Z —
iT. /"Lc £,J-ec
Designer: _zq,_ '^.e_.Lr,nC /C&.1t2 L6 Installer: J&E yf-S �tirS�C
Address: 6-'O-t J Id 411 Address: F1 Crr M fKt-hL Af1
y1 l`� s � f`� l I AMA.
�
On was issued a permit to install a.
(date) (installer)
septic,system,,at ! l�till , -, � based on a design drawn by
dated
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.
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.
SH OFA/iStr
0
PETER T.
In
,00r(Installer's.Signature) o WENTEE
CIVIL
,o No.35109
90�9��/STEP�O�kk.
ASS/0ti;�_ECG\.(Affix(Del mWi Si natute) x Des rs Stamp--
Here)
PLEASE RETURN TO BAM5JA0LX:,,;PUBLIC HEALTH RIVISION. !CXBJIFICATE OF
UMPLII&N -E,WII�L—N0T.BE_ISSLJEVr`U!VTIIr"I3Z?i H THIS FORM AND AS-BUILT C&UP_ARE
RECEIVED BY THE BAHNSTABLE PUBLIC HEALTH DIVISION. THANK YOuz
Q:Health/Septic/resigner Certification Form 3-2E-04.doe
O
WATER ELEV. =33.2'-t Lake LEGEND
CCP20?39� I .e uagvet T " ` (05 NOV 04) "
MAX. WA TER SURFACE ELEV. =34./ 99 PROPOSED CONTOUR
(RECORD) EDGE O��N--
99 PROPOSED SPOT GRADE
...BVW-l (.START) ,pT PLOT' EDGE OF POND -5(END) _ �a4
...........
- EXISTING CONTOUR Lakeview Ave Ra Cad
�\ B -2 / TOPOPINLAND 3� 1 V•�' 110 EXISTING SPOT GRADE
NO PL yq Hall Lakeside Or P Cp
35 �pG TEST PIT �. Y Part Rd �0
IOFB ICI B-v —36— - BENCHMARK LOCUS
v,
�-_� ` `J r--- • `��• yAND W EXISTING WATER SERVICE c
WETLAND FLAG to
a r
VIN
/ ao--- EXI5TING CESSPOOLS me La a
(TO BE PUMPED, FILLED W/
SAND, AND ABANDONED) ���� Wequaquet Lake
\ SIZED — 42 \
_ / \
- `-44-- JO'BuFi�ER M'4S LOCUS MAP N.T.S.
-- TO/NL4N�BANK Q B.V.lA x RICH. D
HOOD GENERAL NOTES:
V_ 9EWER OURerNO y -- I No. 35031
INV.(OUT)-43.8t EXISTING _ �FC�$1E�`�p J�a� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
(TERMINATE) 4 BEDROOM ' fsi 5�1� BOARD OF HEALTH AND THE DESIGN ENGINEER.
BIT. CONC. T.O.F. 46.34 HOU5E (#312) n_ °' �� AN 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
DRIVE 1} OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
INV.(OUT)=437t
(CRAWL5FACE) SEWERO43. 0.2 ' µp� LOCAL RULES AND REGULATIONS.
46— 1-CAR (TERMINATE) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
GARAGE T O.F. 46.27 \ " TO DESIGN NSPE INSPECTION
ER D APPROVAL BY THE BOARD OF HEALTH AND THE
04SS 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
SEiNOE N ` ri c�P� 9Cy FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ni-\ OUT o PETER T. �'✓ ENGINEER BEFORE CONSTRUCTION CONTINUES.
McENTEE 5. ALL ELEVATIONS BASED ON NGVD.
CIVIL 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
00'BUFPER \ Iv /00'BUFFER No. 35109 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
TO/�ILANDBq�yK V I I� TOB.V.W X �FC�SSEft�D Q HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
\ N �FFSS� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
�� 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S.
Q -PROP. TA C N k5
AP 2 2 D- x _ t U 164
6 9 TOL AREAS A CONDITION DUAGRDEEDURING UPON CONSTRUCTION
OWNERALL AND BE RESTORED
PARCEL 0 8 .
a 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
a' l O O O l LS F PROVIDE G" FVC 5LEEVE AROUND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
\ l N 4"PVC 5EWER TO EXTEND I(Y BOTH CONSTRUCTION.
0.43 Ac. L PRQ_PO E_D A-5. 51DE5 OF CROSSING 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
X 5' IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
10, AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
R = 4GG-3,5\ OWNER 12. SUBJECT SITE LIES WITHIN A ZONE 2.
-
EDGE L = 150.00' Claire Miller
PROPOSED SEPTIC SYSTEM UPGRADE
312 Holly Point Rd
Centerville, MA CENTERVILLE, MA
H PAVEMENT 312 HOLLY POINT ROAD,
1 Prepared for: Kenneth Polivy, 120 Gordon Road, Waban, MA
BENCHMARK: MAG NAIL 5ET. WETLAND DELINEATION BY:
El FV. = 47.04 (NGVD) HOLLY POINT ROAD ENSR International Engineering by: Surveying by: SCALE DRAWN JOB. NO.
95 State Road Engineering Works HOOD SURVEY GROUP 1"=20' P.T.M. 97-04
(40I Beech, MA 02562-2415 12 West Crossfield Road 18 Route 6A
WIDE) Sagamore eac Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO.
(508) 888-3900 (508) 477-5313 (508) 888-109.0 11/24/04 P.T.M. 1 of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
TOP OF FOUNDATION r- F.G..EL: 46.'O± FINISH GRADE SHALL NOT BE < EL:42.5
1 (EXISTING) ] (EXISTING) FOR A DISTANCE OF 15' AROUND THE
F.G. EL: 45.5 F.G. EL: 45.5 F.G. EL: 45.8 PERIMETER OF THE S.A.S.
(EXISTING) (EXISTING) (EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER
INSTALL RISER OVER D-BOX TO 3-500 GALLON LEACHING CHAMBERS IN SERIES INSTALL RISER OVER CHAMBER/S
INSTALL RISERS OVER INLET & OUTLET SHOWN ON PLAN AND SET COVER/S
CRAWL TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE SURROUNDED WITH STONE - ALL..SIDE WITHIN 6" OF FINISH GRADE
SPACE L =t3'
4" SCH 40 PVC L =36' L =13'(MAX)
4" SCH 40 PVC 4' SCH 40 PVC 2" LAYER OF 1/8" TO 1/2"
® S= 2% (MIN.) 10•� Iola Ad Iola DOUBLE WASHED STONE
® S= 1% (MIN.) ® S= 1% (MIN. mead
PROPOSED la®la
PROPOSED N ) 2' EFF. DEPTH MERIM �
INV. ELEV.=42.91 1500 GALLON 3/4"-1 1/2"
SEPTIC TANK INV. ELEV.=42.30 D-BOX INV. ELEV.=42.13 4' 5.2' 4'
W/ RISER DOUBLE WASHED
INV. ELEV.=42.66 EFFECTIVE WIDTH = 13.2' STONE
INSTALL INLET & OUTLET TEES INV. ELEV.=42.00
ALL INTERIOR PLUMBING SHALL BE GAS BAFFLE TO BE INSTALLED ON
CONNECTED TO THE PROPOSED SEWER OUTLET TEE AS MANUFACTURED BY TOP CONC. ELEV.=43.0 x BREAKOUT ELEV.=42.50
OUTLET AND OUTLET ELEVATION SHALL TUF-TITE, ZABEL, OR EQUAL
BE SET NO LOWER THAN EL.=43.17 INV. ELEV.=42.00 E,
BOTTOM ELEV.=40.00
SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO 3' 3 x 8.5' = 25.5' 3'
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 31.5' _
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W.
BOTTOM OF TP EL.=34.0 LEACHING SYSTEM SECTION
7L,2• SEPTIC SYSTEM PROFILE
3-5"DIA. INLETS 5-5"DIA. OUTLETS
L7/2• 2" N.T.S.
1s„ DESIGN CRITERIA
FILL SIDE KNOCK-OUTS Y SOIL LOG NUMBER OF BEDROOMS: 4 BEDROOMS
wlrr+ MORTAR Top view Section 10'-6" o PETER T.
SOIL TYPE: CLASS I McENTEE
WIGGIN DB-5B — DATE: OCTOBER 24, 2004 DESIGN PERCOLATION RATE: 2 MIN./IN. Q CIVIL
DISTRIBUTION BOX 3 - 20" Dia. Covers SOIL EVALUATOR: PETER MCENTEE C.S.E. DAILY FLOW: 440 G.P.D. No. 35109
N.T.S.
INSPECTOR: DAVID STANTON DESIGN FLOW: 440 G.P.D. �'FGISEft�� `��
0 Ci BARNSTABLE B.O.H. �FSS
GARBAGE GRINDER: NO G\
Elev. TP Depth LEACHING AREA REQUIRED: (440) = 594.5 S.F. Qq
A .74 ���Z�l
45.7 SANDY LOAM 0
10YR 3/3 PROPOSED SEPTIC TANK: 1500 GALLON
®®®® ® ®Iola® Top View 145.0 g"
®®®®®®®®®®® 39 B SANDY LOAM
INVERT ®®®®®®®®®®® ' 1OYR 5/8 USE 3-500 GALLON LEACHING-CHAMBERS IN SERIES
24" Ea kam®E3 Ea®®®ER 4" DID. Inlets 4" 4" Dia. Outlets 42.5 C1 38"
r SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F.
102" �// 48 BOTTOM AREA: 13.2' x 31.5' = 415.8 S.F.
TOTAL AREA:
594.6 S.F.
i
PERC
4^ KNOCKOUT 60 DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P,D.
20" DIA. COVER 5'-8" 4'-7' 48" Liquid Level 4'-4" M-C SAND
2.5Y 6/6
4" K CK /4" KNOCKOUT 10%GRAVEL
NO OUT 62'�
4" 3" )
o
DE
f
PROPOSED SEPTIC SYSTEM UPGRA
4" KNOCKOUT
Section
312 HOLLY POINT ROAD CENTERVILLE, MA
1500 GALLON CAPACITY, H-10 LOADING 34.0 138" Prepared for: Kenneth Polivy, 120 Gordon Road, Wabon, MA
500 GALLON CAPACITY, H-20 LOADING Engineering by: Surveying by: SCALE DRAWN JOB. NO.
SEPTIC TANK NO G.W. ENCOUNTERED Engineering Works HOOD SURVEY GROUP N.T.S. P.T.M. 97-04
CHAMBERS MSHGW=EL: 34.1 WATER
R SURFACE ELEVATION)) 12 West Crossfield Road 18 Route 6A
".r.B. PERC RATE: <2 MIN/IN. ("C" HORIZON) Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 888-1090 1 1/24/04 P.T.M. 2 of 2
t
L v y IESII) IENCIE
P 0 ------------- --------
CENTERVILLE, MASSACHUSETTS 10-28-05
PROJECT TEAM: JOHN Je CRONIN, 0 GENERAL CONTRACTOR: WILLIAM RILEY
ANNE ROGERS RYCON
BARNSTABLE, MA
THE MZO GROUP
STONEHAM., MA LIST OF DRAWINGS
1 FOUNDATION PLAN
2 FIRST FLOOR PLAN
3 SECOND FLOOR PLAN
4 ROOF PLAN
5 ELEVATIONS
6 ELEVATIONS
J 1� �
)JJ�� tl T (
,�A,a�; "T,�r_ . SECTIONS
+�
FI FIRST FLOOR FRAMING PLAN
F2 SECOND FLOOR FRAMING PLAN
F3 CEILING FRAMING PLAN
T
J-.� � 1�
I � ,➢I I lLl a:r471.�.r V.
. ��5r��'J,� , r' 7�, I �z_T� t F4 ROOF FRAMING PLANI 1 U L 1
GI GENERAL NOTES
Y
i_L�.��ILL Ali'
�` ® mil L 4; L 4'II L�I 11�- 7
I rr EIEmi
-1
� LJ JJ ,� , , I 1HH- �4
'_i L. 1, Ilij 1,L1
'''
! I I ! -� I :L�1
I� JL 1L ® ® I J 'HI
1 u LIr �;;i �LnI PLC'
1_ I (
L_J� LILU
Ill I'd III LI
�-�-L` 1
r
LI TI.� IJ' I' - i I 'JfIZ I I 1 LLll;it
�
The MZO Group
. TYP.EXTERIOR
TYP.IN 1.G.U�B
WALL AT 1S OC. SI'.1 PLATE
INSULATION RNiSH FLOORING
!SEE SPEC.
EXT.SHEATHING 3/t FLOOR SHEATHING
EX'T. � Q
SIDING E
R1M JO15T aiN
t
FLOOR JOIST }�
O e
2 X G P.T.SILL 4
D W/2 X 6 SILL OVER I,
E
W BE
T RMSHED GRAD L E
N
10'
CONCRETE WALL DRAWL SPACE N 2
■�
6-0' 6-O' 6H7 2'-0' 6'-6' 6-0' 6-0' 6-0' 6-0'
ETE WALL
- z
1' IL
- T ---' - - - - 1 _ ---- - - _ _ -~ '-"-- ..- _ _ c�--- - --+ r- + 1- --- -- T -- - --- fl - I/ i z ! f t - --- -- E* + - - - o- } - - a T -- --- } --- ` ONGR
�.
- r - F T- - E* + o- 1
y SCALE
FRAME NEW KNEE WALL +.
= _
WITH<-2X4 P.T.SILL ON
j( Y, EXSTING BLOCK FOUNDATION - PROTECTION
,r i7 SONCTUBE FILLED W/ BOARD
CONC IN 24'X24W7 DAM PROORN a>
SAC TO
FOR SLAB CONG FOOTING
61 C 61 RNIS!i GRADE
gc 8'-7THICK GCNC 1 - '
WT.LL 'I "ri
4X4 P.T.POST ON
�-
I /
.,
CONIC F N UUNNDISTURBED 00T1 G I
KT
;, ,,� /"•; /' _ _ _,� __.___ _ __—__._—___ / ' " STONES - ._ SLAB
REMOVE Ek95TIG N BRICK'
F- nNG. CONFIRM J5- / u.�.
AND SLAB IN THLR AREA _ ' IN FOUNDATION FOR -
FOR NEW FOOTING BOLTED LEDGER ! t` y III
- FOR SUPPORTING- N DRAINAGEIPEW Zoo
4'HW STEEL POST FLOOR STRUC.USE �' IPc W:FILTER zo
EX:STiNG CRAWLSPA:E FABRIC ON 3'-0'X 3'-0'X BFAt•I AND COL IF ., 2 t-
ACCESS TO REMAIN l 1'o'CONCRETE NEEDED _ -1/2'DIAMETER LALLY COLUMN FOOTING DEPTH
FOOTING / � -3 CONCRETE G_p
FOOTING CTYP) -'�
DISTURB D 5
-G XT
!' MIN.BELOW 'I
BADE OR TG
�! GONGRETE FOOTING
4
1f1 O 3 1/7 X 3-4:XER CON COLUMNS
I 1iJ N=',a' -G-CONCRETE I O X3-4 XT
FILL FOR SLAB -__;___ FooTING(TYP., SCALEGRAWL SPACE
TO �
FIE BEHOVED
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I 0
Date/Dr—by
10-2MS
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5252
1
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Dam/Revised by
FIRST FLOOR PLAN
2003 50.pi. .
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NIB
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The MZO GROUP
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25'0 19'3' 26'-10' Da /Dby,
10-28-05
DwOR—inn be
SECOND FLOOR PLAN
1934 SD.FT.
NO. 5252
3
-- The MZO GROUP
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10-28-05
Dam/Revised by
ROOF PLAN
No 5252
. 4
The MZO GROUP
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