HomeMy WebLinkAbout0455 OLD CRAIGVILLE ROAD 55 O laQ y C - i �r i l 1c .�
LOT AREA
14,113t SF
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CONCRETE
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FOUNDATION
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FOUNDATION PLOT PLAN DCE #06-316
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE
LOCATION 455 OLD CRAIGVILLE BEACH RD.
CENTERVILLE, MASS.
SCALE : 1" = 30' DATE MARCH 20, 2007 PREPARED FOR:
REVISED MARCH 21, 2007
ASSESS. MAP 247 PCL 36 STEW MELLOR
REFERENCE PLAN B& 76 PG. 1
I HEREBY CERTIFY THAT THE STRUCTURE
SHOWN ON THIS PLAN IS LOCATED ON THE gp ARNE G
GROUND AS SHOWN HEREON. M v
MALA
off 508-362-4541 0 No.26346
fax 508 362-9880 v
down cape engineering, inc. �.
CIVIL ENGINEERS 1,Z007
LAND SURVEYORS
939 main st. yarmouth, ma DATE REG. LAND SURVEYOR
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map A1 Parcel 63(a, Application# C�Q 061 q CID—
Health Division
Conservation Division Permit#
Tax Collector Date Issued a
Treasurer ;, Application Fee 160
Planning Dept. Permit Fee �'1
Date Definitive Plan Approved by Planning Board
1 Lie,4 0e� Cafe
Historic-OKH Preservation/Hyannis
Project Street Address + j
Village rMk 6
Owner Addressc' R
Telephone <0 8 77 D 1 .��7'
Permit Request �.ecce ? iC A
V Q.M f � �
Square feet: 1st floor:existing proposed i LID 0 2nd floor:existing proposed Total newt o,I
Zoning District Flood Plain Groundwater Overlay
Project Valuation AI 0,n Q Construction Type Wy8j
Lot Size 15 bib Q §' 01 d Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure o �" y Historic House: ❑Yes Ifflo On Old King's Highway: ❑Yes "lo
Basement Type: 11411 0 Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I L/b 0
Number of Baths: Full:existing :;L new Half:existing new
Number of Bedrooms: existing_ new
Total Room Count(not including baths):existing new First Floor Room Count y
Heat Type and Fuel: Mas ❑Oil ❑ Electric ❑Other
Central Air: ❑Yes r Ao Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No
Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:❑existing ❑rtew size
Attached garage:❑existing ❑new size LK-LI Shed:❑existing ❑new size Other: F,
i Fri
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 6
Commercial ❑Yes ❑No If yes, site plan review#
Current Use ; Proposed Use I
_ BUILDER INFORMATION / w
Name rY. Telephone Number !G O 2 ��6 '``�'� 77
Address 1 •1 e r- License# Qy
1n)k 2 e 1f'n ei� � Home Improvement Contractor# 13
Worker's Compensation# 7 0
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
k • -
1
I
4`
T p
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE'
r �
OWNER y
t
DATE OF INSPECTION: )
FOUNDATION QK 3/U/67
FRAME Pda# o►� 4 71oI�? ®c�rlolc?
INSULATION a 451) 107 '
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL i
GAS: ROUGH FINAL
FINAL BUILDING IJFiN J 6 hs 0 7 RilGc. bJ
DATE CLOSED OUT
,
ASSOCIATION PLAN NO.
i
�1"Er°'�ti Town of Barnstable
Building Department - 200 Main Street
t BAP.NSZABLE. * Hyannis, MA 02601
9 MASS. (508)
1639. 862-4038
Certificate of Occupancy
Application Number: 20065402 CO Number: 20070131
Parcel ID: 247036 CO Issue Date: 06/28107
Location: 455 OLD CRAIGVILLE ROAD Zoning Classification: RESIDENCE B DISTRICT
Village:. CENTERVILLE
Gen Contractor: MELLOR, STEVEN L. Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
✓2 6 A6 0-7
Building Department Signature Date Signed
Ls
o� ---- -- 'OWN OF BARNSTABLE BuiTldin z�.
Application Ref: 20065402
BARNSTABLE, Issue Date: 03/02/07 Permit
9 MASS.
039. Applicant: MELLOR, STEVEN L. Permit Number: B 20070376
Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/30/07
Location 455 OLD CRAIGVILLE ROAD Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN i
Map Parcel 247036 Permit Fee$ 922.50 Contractor MELLOR, STEVEN L.
Village CENTERVILLE - App Fee$ 100.00 License Num 049879
Est Construction Cost$ 225,000 _4
Remarks— - ---- ---- - ----- ---- ;
APPROVED PLANS-MUST BE RETAINED ON JOB AND
I CONSTRUCT A NEW 3 BEDROOM 2 BATH WITH 2 CAR GARAGE THIS CARD MUST BEKEPT POSTED UNTIL FINAL,
AND PORCH. STORAGE ONLY ABOVE GARAGE —_— _= I INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: STLIPAKEVICH,JOHN C u JANET P BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 455 OLD CRAIGVILLE RD INSPECTION HAS BEEN MADE.
CENTERVILLE,MA 02632
Application Entered by: JL Building Permit Issued By:
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY.STREET ALL Y,OR SIDEWALK OR AV PART THffEfttjT#R TEMPORARILY OR PERMANENTLY:
ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE.APPROVED BY THE JURISDICTION.
STREET`ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS
THE,SSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT'FROM,THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH).
5.INSULATION. 1
6.FINAL INSPECTION BEFORE OCCUPANCY.
Y .
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE.ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
� '7 ,P
2 /3, 2 2
P/0
3 1 Heating inspection Ap ovals Engineering Dept
�Npe
G 1�
Fire d t 2 Board of Health �.
O LI
c 02 00� l -
�2. d
PROJECT
NAME: ' . V
ADDRESS: (1�G( 0 f -
PERMIT# �33
C�
PERMIT DATE:
M/P: a
LARGE ROLLED PLANS ARE IN:
BOX ZY
SLOT I
DATE COMPLETED: 0,7
BY: �`'
q/wpfiles/archive
s
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovations $50.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
square feet x$96/sq.foot=AIL)�
x.0041=
plus from below(if applicable) .
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/.sq.foot x.0041=
plus from below applicable) ".
GARAGES(attached&detached)
'1 square feet x$32/sq•ft.= 1 x,0041=
ACCESSORY STRUCTURE>120 sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00.
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= x.0041
STAND ALONE PEPMTS
Open:orch x S30.00=
(number)
Deck x$30.00= .
(number)
Fireplace/Chimney x$25.00='
(number) - -
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving S150.00
(plus above if applicable) _
Projcost Perrrut Fee
Rev:063004 '
aft► , , Town'of Barnstable
Regulatory Services
t BA$NSTABLB, ` Thomas F. Geiler,Director
MASS.
9 1639,� �0��EC�► Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-403 8 Fax: 508-79076230
Property Owner Must
Complete and Sign This Section
If Using A Builder
as Owner of the ro subject
l property
hereby authorize ��n /7 � to act on my behalf,
in all matters relative to work authorized by this building p e=it application for:
: Sld N �/�eed, Cie Lervll e
ddress offob)
S' attire of O er Date
J hN �fu �lch
Print Name
Q:FORMS:oWNERPERNIISSION
Permit#
Permit Date.
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Lot#32/33 Old Craigville Road
Report Date: 11/22/06
Data filename:C:\Program FileslChecMREScheckll#32_33 Craigville.rck
Energy Code: Massachusetts Energy_ Code
Location: Barnstable,Massachusetts
Construction Type: 1 or 2 Family,Detached
Heating Type: Other(Non-Electric Resistance)
Glazing Area Percentage: 9%
Heating Degree Days: 6137
Construction Site: Owner/Agent: Designer/Contractor:
Craigville,MA
Ceiling 1:Flat Ceiling or Scissor Truss: 1232 b13.0
0.0 43
Ceiling 2:Cathedral Ceiling(no attic): 1428 0.0 49
Wall 1:Wood Frame,16"o.c.: 2533 0.0 208
Window 1:Vinyl Frame:Double Pane with Low-E: 228 0.340 78
Door 1:Solid: 57 0.220 13
Door 2:Glass: 40 0.350 14
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1911 19.0 0.0 90
Furnace 1:Forced Hot Air:82 AFUE
Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard
Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of
the design load as specified in Sections 780CMR 1310 and J4.4.
4
C' f1��, SICA,I�155'cC� 5 d.G_C. Il Zz•D6
Builder/D ner Company Name Date
Lot#32/33 Old Craigville Road Page 1 of 4
f -
j
REScheck Software Version 3.7.3
Inspection Checklist
Date: 11/22/06
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation rl
Comments: f f�✓�Lt G!f 7(OAJ
❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments: 9 'iN5(l(, '77 0A)
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulationZ
Comments: fn15�/L/=f mAj
Windows:
Q Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes ` Frame Type' Vlnf Thermal Break? _Yes No
Comments: ���=5
Doors:
❑ Door 1:Solid,U-factor.0.220
Comments: :, 1T- N W K O)L f,U,+L
❑ poor 2:Glass,U-factor:0.350
Comments:
Floors: �
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation /, rr
Comments rU � 0� ���`''U
Heating and Cooling Equipment:
❑ Furnace 1:Forced Hot Air:82 AFUE or higher
Make and Model Number:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or
gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the
conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference
and shall be labeled.
Vapor Retarder:
❑ Required on the wane-in-winter side of aA non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment must be identified so that compliance can be determined.
0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.'
❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or
specifications.
Lot#32/33 Old Craigville Road Page 2 of 4
f -
Duct Insulation:
❑ Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud
bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to
the manufacturers installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not
permitted.
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the
heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as speed in Sections
780CMR 1310 and AA
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from
non-depletable sources.Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
Lot#32/33 Old Craigville Road Page 3 of 4
Table f:Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressurelfemperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0,5 0.5 0,75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
Lot#32133 Old Craigville Road Page 4 of 4
. BOARD OF BUILDING REGULATIONS
License: CONSTRUCTION SUPERVISOR I
Number .CS. 049879
Expir 008 Tr.no: 25107
Restricted 00
STEVEN L MELLOR `
199 PERCIVAL DR
W BARNSTABLE, MA"02668 Commissioner a
i
67'�ze TOaminzoouue¢� a�✓vcaaaac�ivaelta
i Board of Building Regulations and Standards
HOME IMPROVEMENT CONTRACTOR
Registration. 117610
Expiration 10/25/2006
:Type individual
STEVEN L. MELLOR:;: .'
STEVEN MELLOR
199 PERCIVAL DR
W BARNSTABLE,MA 02668 Administrator
ROiSE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam #5
BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, January 24, 2007 11:34
Build 057
File Name: Mellor Res. Craigville Rd.
Job Name: Mellor Garage Door Header Description: Beam#5
Address: Old Craigville Road Specifier:
City, State, Zip: Centerville, Designer: DAVID GREENLAW
Customer: Company: BOTELLO LUMBER
Code reports: ESR-1040 Misc:
2 '
.�.q, ,'5,��' a`s�k" �,� ,�x'e,. �',6; a rrj rti ,�yF s:' r 3 ;EE:•! ;;.s
BO
LL 1920 Ibs B1
DL 1214 Ibs LL 1 Ibs
DL 121414 Ibs
Total of Horizontal Design Spans=16-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 Gable Wall Unf. Lin. (plf) Left 00-00-00 16-00-00 0 80 n/a
2 2nd Floor Unf. Area (psf) Left 00-00-00 16-00-00 40 10 06-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 12534 ft-Ibs 58.9% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 2717 Ibs 34.4% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. U325 (0.591") 73.9% 1 : 1 output as evidence of suitability for
Live Load Defl. U530 (0.362") 90.6% 1. 1 particular application.Output here based
Max Defl. 0.591" 59.1% 1 1 on building code-accepted design
properties and analysis methods.
Span/ Depth 16.2 n/a 1
Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide
Design meets User specified (U (8
480) Live load deflection criteria. ask questions,please call
00)232-0788 before installation.
Design meets arbitrary(1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMER@,AJSTA°,
Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDTM,BCIO,
Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ BOISE GLULAM- SIMPLE FRAMING
1/2 intermediate bearing SYSTEM@,VERSA-LAM@),VERSA-RIM
PLUSO,VERSA-RIM@,
VERSA-STRAND@,VERSA-STUD@ are
Connection Diagram trademarks of Boise Wood Products,
L� b d — L.L.C.
a
c
e -
a minimum = 1-1/2%= 8-7/8"
b minimum=4" d =6"
e minimum
Member has no side loads.
Connectors are:SIDS 1/4 x 3-1/2
Page 1 of 1
80iSE" Double 1-3/4" x 11-7/8" VERSA-LAM(R) 2.0 3100.SP Floor Beam\Beam #1
BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Wednesday, January 24, 2007 11:33
Build 057
File Name: Mellor Res. Craigville Rd.
Job Name: Mellor Garage Door Header Description: Beam#1
Address: Old Craigville Road Specifier:
City, State, Zip: Centerville, Designer: DAVID GREENLAW
Customer: Company: BOTELLO LUMBER
Code reports: ESR-1040 Misc:
_y v wr v v v � r a w w Vr a v� er w v v 2
r
i I
s, e
BO B1
LL 2692 Ibs LL 2692 Ibs
DL 1868 Ibs
DL 1868
SL 1507 Ibs Ibs
SL 150707 Ibs
Total of Horizontal Design Spans=11-04-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 2nd Floor Load Unf. Area (psf) Left 00-00-00 11-04-00 40 10 08-06-00
2 Attic Load Unf. Area (psf) Left 00-00-00 11-04-00 30 10 04-06-00
3 Roof Load Unf. Lin. (plf) Left 00-00-00 11-04-00 188 266 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 17190 ft-Ibs 70.3% 115% 2 1 - Internal Completeness and accuracy of input must
End Shear 4930 Ibs 54.3% 115% 2 1 - Left be verified by anyone who would rely on
Total Load Defl. U334 (0.407") 71.8% 2 jr output as evidence of suitability for
Live Load Defl. U483(0.282") 99.4% 2 1 particular application.Output here based
on building code-accepted design
Max Defl. 0.407" 40.7 0 2 1 properties and analysis methods.
Span/Depth 11.5 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide
or ask questions,please call
Design meets User specified (U480) Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary(1") Maximum load deflection criteria.
Minimum bearing length for BO is 2-1/4". BC CALC@,BC FRAMER@,AJSTM',
Minimum bearing length for B1 is 2-1/4". ALLJOISTO,BC RIM BOARD-,BCI@,
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+' BOISE GLULAMT"^ SIMPLE FRAMING
1/2 intermediate bearing SYSTEM@,VERSA-LAM@,VERSA-RIM
PLUS@,VERSA-RIM@,
VERSA-STRAND®,VERSA-STUDOare,
Connection Diagram trademarks of Boise Wood Products,
b - d L.L.C.
a
c
e
a minimum = 1-1/2"c= 8-7/8"
b minimum =4" d =6"
e minimum= 1"
Member has no side loads.
Connectors are:SDS 1/4 x 3-1/2
Page 1 of 1
�®®SE" Quadruple 1-3/4" x 14"VERSA-LAM® 2.0 3100 SP Floor Beam\Beam #2
BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Wednesday,January 24, 2007 11:34
Build 057
File Name: Mellor Res. Craigville Rd.
Job Name: Mellor Garage Door Header Description:Beam#2
Address: Old Craigville Road Specifier:
City, State, Zip:Centerville, Designer: DAVID GREENLAW
Customer: Company: BOTELLO LUMBER
Code reports: ESR-1040 Misc:
3
2
4
1
�,nxv
15-04-00
BO
LL 6172 Ibs B1
LL 6172 DL 3339 Ibs Ibs
3339
SL 1150 Ibs DL 339 Ibs
SL 1150 Ibs
Total of Horizontal Design Spans=15-04-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 2nd Floor Load Unf. Area (psf) Left 00-00-00 15-04-00 40 10 •11-06-00
2 2nd Floor Carrying Partition Unf. Lin. (plf) Left 00-00-00 15-04-00 0 80 n/a
3 Roof Load Unf. Lin. (plf) Left 00-00-00 15-04-00 98 150 n/a
4 Attic Load Unf. Area (psf) Left 00-00-00 15-04-00 30 10 11-06-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 36459 ft-Ibs 62.8% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 7973 Ibs 42.8% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. U341 (0.54") 70.5% 13 1 output as evidence of suitability for
Live Load Defl. U496 (0.371") 96.8% 2 1 particular application.Output here based
Max Defl. 0.54" 54.0% 13 1 on building code-accepted design
properties and analysis methods.
Span/Depth 13.1 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide
or ask questions,please call
Design meets User specified (U480) Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary(1") Maximum load deflection criteria.
Minimum bearing length for BO is 2". BC CALCO,BC FRAMER@,AJSTm,
Minimum bearing length for B1 is 2". ALLJOISTO,BC RIM BOARD-,BCIO,
Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ BOISE GLULAM- SIMPLE FRAMING
1/2 intermediate bearing SYSTEM@,VERSA-LAM@,VERSA-RIM
PLUS@,VERSA-RIM@,
VERSA-STRANDO,VERSA-STUD)are
Connection Diagram trademarks of Boise Wood Products,
►I b - d — L.L.C.
j
a
I c
_ e _
a minimum = 1-1/2"c= 11"
b minimum =4" d=6"
e minimum= 1"
Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side.
Install screws from both sides,staggering screws by%of the spacing to avoid splitting.
Member has no side loads.
Connectors.are:SIDS 1/4 x 6
Page 1 of 1
'BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam #3
BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Wednesday, January 24, 2007 11:34
Build 057
File Name: Mellor Res. Craigville Rd.
Job Name: Mellor Garage Door Header Description: Beam#3
Address: Old Craigville Road Specifier:
City, State, Zip: Centerville, Designer: DAVID GREENLAW
Customer: Company: BOTELLO LUMBER
Code reports: ESR-1040 Misc:
20
7" s s
,�'•r9i°� �y�s s� �>�nvr'�°s� �i a�,`3�t ��., ,Y :.,,�x'`� ° '" «3��5,��" �� .„n,r 1
,. ...aa
11-04-00
BO B1
LL 2040 Ibs . LL 2040 Ibs
DL 1302 Ibs DL 1302 Ibs
SL 850 Ibs SL 850 Ibs
Total of Horizontal Design Spans=11-04-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 Roof Load Unf. Lin. (plf) Left 00-00-00 11-04-00 98 150 n/a
2 Attic Load Unf.Area (psf) Left 00-00-00 11-04-00 30 10 12-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 11876 ft-Ibs 48.5% 115% 2 1 - Internal Completeness and accuracy of input must
End Shear 3406 Ibs 37.5% 115% 2 1 - Left be verified by anyone who would rely on
Total Load Defl. U484 (0281") 49.6% 2 1 output as evidence of suitability for
Live Load Defl. U702 (0.194") 68.4% 2 1 particular application.Output here based
Max Defl. 0.281 0/0 on building code-accepted design
28" .1 2 1 properties and analysis methods.
Span/Depth 11.5 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide
or ask questions,please call
Design meets User specified (U480) Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary(1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-5/8". BC CALCO,BC FRAMER@,AJST"',
Minimum bearing length for B1 is 1-5/8". ALLJOISTO,BC RIM BOARD TM, BCI@,
Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ BOISE GLULAM- SIMPLE FRAMING
1/2 intermediate bearing SYSTEMS,VERSA-LAMO,VERSA-RIM
PLUSO,VERSA-RIM@,
VERSA-STRANDO,VERSA-STUDO are
Connection Diagram trademarks of Boise Wood Products,
b - —d L.L.C.
a
i
e If
a minimum = 1-1/2"c= 8-7/8"
b minimum=4" d =6"
e minimum = 1"
Member has no side loads.
Connectors are:SDS 114 x 3-1/2
Page 1 of 1
m
TURNING MILL CONSULTANTS, INC.
DEVELOPERS, ENGINEERS AND CONSTRUCTION MANAGERS
February 26, 2007
Steve Mellor
Mellor Builders
199 Percival Drive
West Barnstable, MA 02668
RE. Roof Framing Review
Lots#32& #33
Old Craigville Rd.
Barnstable,MA .•;�
Dear Mr. Mellor:
T�zrning Mill:Consultants,Inc°.has reviewed;tdrawings prepared.by M+R Design Assoc.,LL.0
titled_`Roof FramingyPlan,.Lats.#32& 33„_Ol'd Craigille,Rd''dated l l/2:Q/06;.and�has
determined the.-following
Ine area above.the_Living Room and second floor-Bath:and Game Room.the2"x 10"roofer
[!rxagmer
fts are.,required'to spaced at r2"on.center:,,In.addifion the second,ftoor ceiImg gists (2 `
" ,also-are required to be spaced at 1`27 on.center
The ceiling joist that are flushed framed into the 4-2x10 girt need to be hung with Simpson
Hangers"LU28".
Based on the above and a roof loading of 15#per square foot dead load and 30#per square
foot live load the 2"x 10"roof rafters are in conformance with the Massachusetts State
Building code.
Should have any questions,please feel free to contact me at(508) 888-4383.
Sincerely,
Turning Mill Consultants, Inc:
�y6 -
Robert L. Bodjiak, P.E. �STE y
Engineering Manager
RLB/TMC-S 7.02
68 TUPPER ROAD,UNIT#3,P.O.sox 1159,SANDWICH,MA 02563
TEL: (508)888-4383 FAX: (508)888-4246
PAGE: OF:�
5t� } BRADFORD STEEL CO., INC. PROJECT: r" v uv , PROJECT NO:
Economically Meeting Your Steel Needs SUBJECT _ \
CALCULATED BY v DATE:
i CHECKED BY: DATE:
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CERTIFICATE OF INSURANCE ISSUE DATE(MM/DD/YY)
02/25/2007
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
Eastern Insurance Group LLC DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
233 West Central Street POLICIES BELOW.
Natick, MA 01760 COMPANIES AFFORDING COVERAGE
INSURED
Steven L Mellor COMPANY
199 Percival Drive LETTER A A.I.M. Mutual Insurance Co
West Barnstable, MA 02668
III
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIO LIMITS
LTR DATE(MM/DD/YY) DATE(MM/DD/YY)
GENERAL.LIABILITY GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $
'LAIMS MADEE:]OCCUR PERSONAL&ADV.INJURY $
OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $
FIRE DAMAGE(Any one tire) $
MED.EXPENSE(Any one person) $
AUTOMOBILE LIABILITY
COMBINED SINGLE $
ANY AUTO LIMIT
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
HIRED AUTOS BODILY INJURY
NON-OWNED AUTOS (Per accident) $
GARAGE LIABILITY
PROPERTY DAMAGE $
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM AGGREGATE $
OTHER THAN UMBRELLA FORM -
WC STATU
X - OTH-
WORKER'S COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY
7020385012006 12/2_7/2006. 12/27/2007 EL EACH ACCIDENT $
A THE PROPRIETOR/
PARTNERS/EXECUTIVE INCL EL DISEASE--POLICY LIMIT $ SOO'OUO
OFFICERS ARE: H
EXCL EL DISEASE--EA EMPLOYEE $ 100,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEMCLES/SPECIAL ITEMS
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
TOWN OF BARNSTABLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
200 MAIN ST LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
HYANNIS, MA 02601G�
The Commonwealth of Massachusetts _
L; Department of Industrial Accidents q
Office of Investigations;,.
+ a 600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information y� Please Print Legibly
Name(Business/Organization/Individual): V_y•g. 1,__� •�5 �
Address: r III V rd
City/State/Zip: L'aje Phone.#: Q R
Are you an employer? Check the appropriate box: Type of project(required):.
1. I am a with employer i 4. ❑ 1 am a general contractor and I
�— 6. New construction .
employees(full and/or part-time).*, have hired the gub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g• demolition
working for me in any capacity. employees and have workers' 9. ❑Building addition
[No workers' comp.insurance comp.insurance.$
required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions
3:❑ I am a homeowner doing all work officers have exercised their 1 L E]Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs
insurance required.]t c. 152, §1(4),and we have no •
Ra
employees. [No workers' 13.❑ Other
comp,insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
*Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information. _
Insurance Company Name: a 1 l�, OnWAnaOnne R—
Policy#or Self-ins. Lic.#: (Q�(� �� � .®lJ Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statemerit may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct.
.^" Sitmature b=�J ��1 Date 7-
Phone#:
Official use only. Do not write in this area,to be completed by city or town officiaL
City or Town: Permit/License#
Issuing Authority(circle one)
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express or implied,oral or written."
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the
dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if
necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the
members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit.or license is being requested,not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy,please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in city or .
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit.
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone-and fax number:.
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600`Tlashingtan Sheet
Boston, MA 02111
Tel. #617-727-4900 ext 406 or 1-877-MASSAFE
Fax##C 17-727-7749
Revised 11-22-06
vuww.mass..gov/dia
k k^^';T:� r,.�.,,7�. ..< .� et'S.J.. ,fir ragi 3.,.y �'x'ti',.-..t...,� r'. w -�.:" "�T�. .S'^� .,-i Ai').� _ �:.`..r�„�,'�� • ..-,..�. P s .. .
yoF1NE. � Town of Barnstable
BARNSIARLE.p• Regulatory Services
MASS
A,Fp �s� Building.Division
200 Main Street, Hyannis, MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction{Notice
Type of Inspection
Location ePAr6 0 rLLlff� t6ermit Number �-00
Owner '� ' Builder
' r
One�otice to remain on job site, one notice on file in Building Department.
The follo ^ ingJtems need correcting:
M l�4-�c.I�Cf 60CJ � ✓�<9 ��c�s-n.. S c�-r Gt-
4�.Ys
U
k
�rl!
Please call: 508-862-4038 for re-inspection.
L
Inspected by
Date lab-</0
I
OK 1 171 O P0046 7OS66
L O3 s SO
Ol1ITCLAIM DEED
I, CONSTANCE L.FARLEY OF Hyannisport,MA
FOR CONSIDERATION OF
ONE HUNDRED ONE THOUSAND AND 00/100($101,000.00)DOLLARS
PAID •
Q. GRANT TO
7 JOHN C. STUPAKEVICH AND JANET P. STUPAKEVICH, Husband and Wife as
Tenants by the Entirety of 18 Dunk Rook Road, Guilford, CT 06437
7 02632 •
3
WITH QUITCLAIM COVENANTS
The land with the buildings thereon, situate in Barnstable(West Hyannisport),Barnstable
County, Massachusetts, described as follows:
Being shown as LOT S 32 and 33 in Block C as shown on plan entitled"Plan of Lots at Craigville
Beach Estates, West Hyannisport,MA as laid out for Theodore E. Clifton, Scale P=80',April
2, 1946"which plan is recorded with Barnstable Deeds in Plan Book 76 Page 1.x CA
-
X ; W �
rn c
ro rq `CAI rn t,?
BK11710 P0047 70SG
For title, see deed recorded in Book 9176 Page 129.
EXECUTED AS A SEALED INSTRUMENT THIS I Sth DAY OF SEPTEMBER, 1998. .
Con
stance stance L.Farley
COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE : SS SEPTEMBER 18, 1998
Then personally appeared the above named Constance L.Farley milvknowlodged the foregoing
instrument to be her free act and deed,before me
No Public
My commission expires:
BARNSTABLE REGISTRY OF Dw IOPY -
A TRUE
STER
JOHN F.MEADE,REGI
P�oF'THEI Town of Barnstable
Regulatory Services
saxxsrasLE Mass. Thomas F. Geiler,Director
E&639. Building Division
Thomas Perry, CBO,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-6230
PLAN REVIEW
Owner: S+upakc-yl'cn Map/Parcel:
Project Address 1155 DID VI )e f Builder: �el lo!-
The following items were noted on reviewing:
Te0 u 11-e d W�� w'o�i v, �-y chrc.. o S :^tl i S J(3 oT
L)
r-I roc 0,Lak I K a
) b e4- � 1 Z j
S i P-:% S, 6 J1 I f 0 V e-
�a L 1
l�
Reviewed by: P6ICIE
Dater/2n�o �2e>�07
Q:Forms:Plnrvw
5
i�
Fr
� fit 46
io-
{
a y7 03,�,
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,JCi
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c
PROPOSED TOP FNDN. AT EL. 30.0't .SYSTEM PROFILE NOTES
' ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (WT To Sul) ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD
ACCESS COVER (WATERTIGHT) TO
WITHIN or OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING
27.0' MINIMUM .75' OF COVER OVER PRECAST /` 2X SLOPE REQUIRED OVER SYSTEM
Y
' RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
*24.0'f FOR FIRST 2' OR GEOTEXTILE.FABRIC
PROPOSED 1500 rp 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE
GALLON SEPTIC 22.6' AASHO H- 10
22.85 6• SUMP 21.3'
TANK (H- 10 ) ,
20.57 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BAFFLE �20.74 pppp pppp'
20.5' pppp p pppp LOC .acravilleBeac R
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MIN. ( 2 X SLOPE) �s" CRUSHED STONE OR MECHANICAL p p p p p p p p p MASS. ENVIRONMENTAL CODE TITLE V.
COMPACTION. (15.221 [2]) 2' 1 p p E3 p p p E3 p c
DEPTH OF FLOW = 4' 18.5'
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
INLET DEPTH 10" BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE. Nantucket
OUTLET DEPTH a 14" ( 5 x SLOPE) ( 1 x SLOPE) Sound
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
FOUNDATION 10' SEPTIC TANK 37' D' BOX g' LEACHING 59
FACILITY 9.WITHOUTONENTS NOT INSP INSPECTION BY BE BACKFILLED OR CONCEALED
BOARD OF HEALTH AND LOCUS MAP
*THE INSTALLER SHALL VERIFY THE PERMISSION OBTAINED FROM BOARD OF HEALTH. SCALE 1"-2000't
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS i 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 247 PARCEL 36
PRIOR TO INSTALLING ANY PORTION OF BOTTOM TH-2 EL. 13.5' DIGSAFE (1-888-344-7233) AND VERIFYING THE
SEPTIC SYSTEM "' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK. LOCUS IS WITHIN FEMA FLOOD ZONE "C" AS
w SHOWN ON COMMUNITY PANEL #250001 0008 D
LEGEND 11. EXISTING SEPTIC SYSTEM SHALLBE PUMPED AN DATED JULY 2, 1992
D D
100.0 PROPOSED SPOT ELEVATION + REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOCUS IS WITHIN AP OVERLAY DISTRICT
+100.00 EXISTING SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN RB ZONE:
REMOVED 5' BENEATH AND AROUND THE PROPOSED SETBACKS- FRONT: 20'
100 PROPOSED CONTOUR ryh 27 LEACHING FACILITY. SIDE: 10'
REAR: 10'
100 EXISTING CONTOUR
w EXISTING WATER LINE SYSTEM DESIGN:
28 GARBAGE DISPOSER IS NOT ALLOWED
N LOT AREA DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
rya 14,113 SF t s� USE A 330 GPD DESIGN FLOW
TEST HOLE -LOGS
LOG
h 2 P \ SEPTIC TANK: 330 GPD (2) 660
6 O
ENGINEER: DAVID FLAHERTY, R.S. TH TH- p �. _ f USE A 1500 GAL. SEPTIC TANK
WITNESS: DON DESMARAIS, R.S. roti� • .j;=' �`'� ,� •`�" _ LEACHING:
DATE: JANUARY 30, 2007 •o. 4 n �•� - _ SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
PERC. RATE _
< 2 MIN/INCH BOTTOM 25 x 12.83 (.74) = 237 GPD
' 4 0 EXISTING 3 BR
'
CLASS I SOILS p# 11607 _PROPOSED DWELLING ,soh TOTAL: 472 S.F. 349 GPD
�► 3 BR
ELEV. ELEV. tio• DWEWNG 10" HOLLY USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
� � N � WITH 4 STONE ALL AROUND
0" 26.5' 0" 24.5'
!-
- A a
" FILL LS 29
��
MA '
7 25•9 10YR 3/2 �i9 •� APPROVED DATE BOARD OF HEALTH '
12" 23.5' �'�, � 8"
A R Y
LS S 3/2 L TITLE 5 SITE PLAN
, + � ''
10 6S. OF
11" 25.6' " 10YR 6/8
8 42 21.0 SHELL DRIVES 1� 455 OLD CRAIGVILLE RD.
LS 0 (CENTERVILLE) BARNSTABLE, MA
38" 10YR 6/8 23.3 C
G�, ti
\ ?� PREPARED FOR
MCS STEVE MELLOR
C
PERc 2.5Y 6/4 DATE: JANUARY 31, 2007
MCS cot
IN OF A14 ����H of
off 508-362-4541
2.5Y. 6/4 °+� ARNE H. 9cyN ��°� A H E � fax 508 362-9880
120" 16.5' 132" 13.5'
BENCH MARK - TOP OF WATER NIL y OJALA
NO GROUNDWATER ENCOUNTERED SHUTOFF VALVE ELEV. 28.2 No. IVIL No.26348
a �o +� down cape en gin eerin g, in c.
114�Av,osss\01��� CIVIL ENGINEERS
Scale:1 = 20 Z�DJ �0N E LAND SURVEYORS
939 Main Street - YARMOU THPOR T, MASS.
DCE #06-316 0 10 20 30 40 50 FEET DATE ARNE H. OJALA, P.E., P.L.S.
06-316 MELLOR.DWG (DDF)