HomeMy WebLinkAbout1474 HYANNIS BARNSTABLE ROAD o
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Town of Barnstable Q m, Building
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U pproved Pians Must be;Retamed on�ob and this Ca"rd Must be Kept
PostThis Card So That rt is isible From the Street A
RAlti+ifTCABL& 'Po
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M' se Until Final lispection Has Been Made y k ^ , x s
05 i r, �.� � •.,.r Permit
Where aCecate off Occupan�cyiRegw�red,suchBu limgsal�l Hobe Occupied untila Fnal�lnspection has been made ,
Permit NO. B-19-955 Applicant Name: Daniel O'Neill Approvals
Date Issued: 04/04/2019 Current Use: Structure
Permit Type: Building-Addition/Alteration-Residential Expiration Date: 10/04/2019 Foundation:
Location: 1474 HYANNIS-BARNSTABLE ROAD,BARNSTABLE Map/Lot 298 024 Zoning District: RF-1 Sheathing:
Owner on Record: MURPHY,RUSSEL W&CYNTHIA L TRS s Contractor Name` DANIEL ONEILL Framing: 1
Address: 1474 HYANNIS-BARNSTABLE ROAD Contractor License CSFA-105994 2
BARNSTABLE, MA 02630 Est Project Cost: $22,500.00 Chimney:
Description: Remodel existing master bathroom.All fixtures to re 'a, n'in existing Permit Fee: $ 164.75
locations. Bath to be demo to studs,new tile,'-vanity and finishes to
Insulation:
be installed. Fee Paid: $164.75
Date 4/4/2019 Final:
Project Review Req: ��
Plumbing/Gas
Rough Plumbing:
Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authoi•izedby this permit is commenced within sik'mon4s2Aef,issuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents.for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes.
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the
Final Gas:
work until the completion of the same.
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Budding a d Fire Officials are provided on tFiis permit.
Minimum of Five Call Inspections Required for All Construction Work: Service:
1.Foundation or Footing
2.Sheathing Inspection >. Roug h:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final:
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy
Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
Fire Department
Building plans are to be available on site
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final:
r
EVE Town of Barnstable *Permit#
Expires 6 months from issue date
� OHN Regulatory Services Fee s/, 00
KAM lr1 20'15 Richard V.Scali,Director
16;9• 4
TOWN OF BARNSTABLE Building Division
Tom Perry,CBO,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.bamstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY
® Not Valid without Red X-Press Imprint
Map/parcel Number � t ozi
Property Address A tON i S (�A O*L i xI b lZ. e�
®Residential Value of Work$ ��OCO=O D Minimum fee of$35.00 for work under$6000.00
Owner's Name&Address Q QSS r b_ ew rr l lA mve-P i4 j
i4-�� N q�t�ls g2>us�a9c� R�
Contractor's Name aO&i64 S Af I'V Aa 'JUu_-66P�S Telephone Number
Home Improvement Contractor License#(if applicable) I(MA T Email: tM C.0 DNA N4 aXJIR S ANO 9AASLII',ll
Construction Supervisor's License#(if applicable) CS e (��-�1�1� Buw 'ur,
®Workman's Compensation Insurance
Check one:
❑ I am a sole prop rietor❑ I am the Homeowner
I have Worker's Compensation Insurance
Insurance Company Name 40 l rof_yb JQMQ.W Lrr�LS j�v1 _ -0�+�•p
Workman's Comp. Policy#
Copy of Insurance Compliance Certificate must accompany each permit.
Permit Request(check box)
❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to
❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof)
❑ Re-side
(� Replacement Windows/doors/sliders.U-Value 0.3 C7 (maximum.32)#of windows
#of doors: 1
Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required.
Separate Electrical&Fire Permits required.
*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
***Note: Property Owner must si roperty Owner Letter of Permission.
py of the Home I pr vement Contractors License&Construction Supervisors License is
re i
SIGNATURE:
Q:\WPFILES\FORMS\buil mg permit form doc
Revised 040215
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1
�QpSHE T y Town of Barnstable
Regulatory Services
• e.X.vsrAec.E. :
r KAss, m Thomas F.Geller,Director
�'°lec,�,,pt•`� Building Division
Tom Perry, Building Com"ssioner
200 Main Street, Hyannis,ivLA,02601
Office: 508-862-403S Far: 50S-790-6230
Property Owner Must Complete and Sign This Section If Using A
Builder
LJ y v IJ Y phi' ,as Owner of the subject property
hereby authorize ROGERS & MARNEY, INC. to act on my behalf,
in all matters relative to-work authorized by this building permit application for(address of
job)
t,q7Y #v,4yJWi5&gas 0A49 QCe12'eos
uJ iI �-7 ram
Signature of Occner D- to
IQyss
Print Dame —�y
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260.86'
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GAR
FNDN
115.6'
y CONCRETE
FOUNDATION
T.F. = 92.0
�u 0 88.2'
b LOT 1
`O .43,570f SCE. FT.
IVY
1
46 24
99.59'
JOB# 04-051
FOUNDATION PL 0 T PLAN
FOR THE PURPO G A BUILDING PERMIT ONLY PREPARED FOR:
LOCATION : 474 Pp HYANNIS' - BARNSTABLE RD. DAVENPORT BUILDING CO-1
RNSTABLE,
SCALE : 1" = 40' DATE JUNE 11, 2004
REFERENCE ASSESS. MAP 298 P/0 PCL 24
1 HEREBY CERTIFY THAT THE STRUCTURE �N,'kAOFMAS
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON. o`'� ARNE �yG
H.
off. 508-362-4541 OJALA Cn
fax 508-362-9880 o No.26348
down cope engineering, inc. 0
( R SSA
CIVIL ENGINEERS H SU
LAND SURVEYORS QQ
939 main st. yarmouth, ma 02675 DATE REG. LAND SURVEYOR
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
. Pr �
Map �C� Parcel— v Permit# (v Y 3g
Health Division 090y-g90 a�/�� ra AgLE
Da a Issued /Y /0),
Conservation Division J L�1 d 'i.' 5�i' + AM 9:Rp�lication Fee
Tax Collector IXk , okx Permit Fe t
Treasurer ;' SE T �CE
E �
Planning Dept. INSTALLED
T TO IN C EMIR S ZV
LIAN
Date Definitive Plan Approved by Planning Board �� `- - D ENVIRONMENTAL CODE AND
Historic-OKH Preservation/Hyannis d✓�` �+ vi u 2 � TOWN
101/
U B REGULATIONS
Project Street Address /�`7 Z� /V 42 Allvll s ` '219 ''Al-S 7.15 �
Village '9
Owner` VL`A_lP ell�7`` �'9 L-'` / Addressc-::?,O bP>� �? �°� '
Telephone 6D(? 'a 9,? -dd 93
Permit Requ6/.4F2,.3fJ/&-/ /(fe'er V ' lye o-ea,',ew;p� �•*9, /�j`�i
7'��O 7YAC4
Square feet: 1st floor: existing proposed//66-V 2nd floor: existing proposed lf��?b Total new a19%0
Zoning District )CF-" 1 Flood Plain (7- Groundwater Overlay Gu
Project Valuation Construction Type 40066 4-
Lot Size `��,x Grandfathered: ❑Yes Flo If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
�PP2a�c' y�Y�y
Age of Existing Structured 4f,8014-7-- Historic House: ❑Yes B'ITo On Old King's Highway: ®'Yes ❑ No
Basement Type: mull ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths): existing new 9 First Floor Room Count -�
Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other
Central Air: James ❑No Fireplaces: Existing o G-fS Existing wood/coal stove: ❑Yes L91Vo
Detached garage:❑existing ❑new size Pool:❑existing. ❑new size Barn:❑existing ❑new size
Attached garage:❑existing view size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# A;14 Recorded❑
Commercial ❑Yes A..kI4o If yes,site plan review#
Current Use lees Proposed Use
BUILDER INFORMATION
NameU I ����eG Telephone Number
Address, /ae7 �'� --� License# (a
A74 Home Improvement Contractor#
Worker's Compensation,# 6ele G 0? y6
P
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G!�J1?•�.�7��' �' �
J
SIGNATURE DATE
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED i
MAP/PARCEL NO. r
ADDRESS . 'VILLAGE
OWNERlot
�!
DATE OF INSPECTION:
r� D
FOUNDATION`
FRAME , �/� 1,P7 C) fZ �',� y �•�
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL ,
t PLUMBING: ROUGH FINAL
GAS: ROUG D g FINAL
rn
FINAL BUILDING €�— 03: i
✓'� , fTi '
M 0f-
DATE_CLOSED OUT Q
!'E+ 0
ASSOCIATION PLANNO. � -dr rn
TOWN OF BARNSTABLE _.
4-: CERTIFICATE OF OCCUPANCY r .
PARCEL ID 298 024 GEOBASE ID 20991
ADDRESS 1474 HYANNIS-BARNSTABLE R PHONE
BARNSTABLE ZIP -
LbT BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT BA
i
PERMIT 81582 DESCRIPTION NEW RES 3/BED 3 BATH ATT. GARAGE
PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i
i
CONTRACTORS: Department of
ARCHITECTS: Regulatory Services
TOTAL FEES: $25.00
BOND $.00 ptr
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE
*i BMWS7ABLE, •MASS.
BUILDk1G D ISION
BY
DATE ISSUED 01/05/2005 EXPIRATION DATE
i
i0%1 OF 13A 81STWME .
�. C,i.,1, L h!63 I'1+;1%1°1:
03
ADDRESS 147.3. t4YA!,J!i 1 '3, .BAfRNIS `AB1:aF R ,ry _►?ILCNE
ZIP
LOM
1 1 LOT SIZE'
DISTRIG117 'PA
PR0&II1. 7rE 6 4 C"R1PT-10N. DEM0 S INCLY IYE:LIIl LYL.140ME' .GA GF
PE.T�l�il'1' �"� '�, 1��31 M�� TITLE t7�'M1)��1�� I�?�3' P�'RZ't1`.�a
r0NTRAC101.1S; :)AV ID ,111::iR0 Department of
Al ,,HITECT S:
Regulatory ServicesTOTAL FEES. $:15-0cl
1310Ili,D $.Gt3
W rR per F CO
Rit's - I
6413 �F14 .L�N.�`_I'A�IX 1� DEMOLITION 1. ]����l.+�'4'�. �t*'�T'
* 1AMff ABLE,
MASS.
00
BUILDING DIVISION
BY $9! ,
y � d D 2004 .XPII1Y11 i iT+GJ A x3 �/
THIS PERMIT,CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.-EN-
CROAGHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS
_PERMIT DOES.NOT.RELEASE-THE-APPLICANT--FROM THE•CONDITIONS•OF-ANY.-APPLICABL-E^SUBDIVISION:RESTRICTIONS: —
MINIMUM OF'FOUR CALL INSPECTIONS REQUIRED
FOR ALLCONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED .FOR
2._PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH-
(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATiONS.i'
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
4:FINAL INSPECTION BEFORE OCCUPANCY.
y
d•� o Q y A ' o D O o p'O o a aag
:� .� , �'�-. p
.BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
2. 2 2r
�w�-- Z�4
3 .. 1 HEATING 06PECTION APPROVALS ENGINEERING DEPARTMENT
A 2 0 OF HEAL VIM
OTHE SITE PLAN REVIEW APPROVAL
'
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON' INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX' CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC-. MONTHS OF DATE THE PERMIT IS ISSUED.A_S TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
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RESIDENTIAL BUILDING PERMIT FEES
•APPLICATION FEE
New Buildings,Additions $50.00 S0,
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
Al
4 g9 square feet x$96/sq. foot= 7 5-34� x.0031=
plus from below(if applicable)
ALTERATIONSIRENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x .0031=
plus from below(if applicable)
GARAGES(attached&detached)
17C square feet x$32/sq. ft._ ,/� 3.�- x.0031=
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.0031=
� .5
STAND ALONE PERMITS I
Open Porch x$30.00=
(number)
Deck �_x$30.00= �Q,
(number)
Fireplace/Chimney x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable) � � v �o
Permit Fee
Affidavit of Substantial Financial Interest
L-4-�fJ� �G on oath
depose and state as follows:
1. 1 am an applicant for a building permit for the property located at Map ��� , Parcel
�J1� . The address of the property is j1-1741
2. 1 have 106 % legal or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from today's date, which is , the
following individuals or entities have had a 1% or greater legal or equitable interest in
the real property which is the subject of the building permit application which is
identified in paragraph 1 above:
Name Address
4. Within the last twelve months, from today's date,which is I have had
:a 1% or greater legal or equitable interest in the following pro461eOwh�i—ch--�ave been
the subject of a building permit application:
Map/Parcel .Address
�3 00-7 0QV9 "e-e&e- rPcS�
/
5. Within this calendar year, I have submitted 0 building permit applications for
property in which I have a 1% or greater legal or equitable interest.
6. Within the last ten days, i have.submitted a building permit applications for
property in which I have a 1% or greater legal or equitable interest.
7. Within this month, l have submitted a building permit applications for property in
which I have a 1% legal or equitable interest.
g. Within this month, I have received d building permits for property in which I have
a 1% legal or equitable interest.
Signed under the pains and penalties o erjury,.thisLAay of �l� , 200J.
2001-oomaffin 1
0/LOTTERY/AFFIDAVIT
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\#4084.rck
PROJECT TITLE: Custom Cape
CITY:Barnstable
STATE:Massachusetts `
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
DATE:03/15/04
DATE OF PLANS: 03-09-2004
PROJECT DESCRIPTION:
1474 Hyannis/Barnstable Road
B arnstable,Ma. 02630
DESIGNER/CONTRACTOR:
Davenport Building Company
20 North Main Street
South Yarmouth,Ma. 02664
PROJECT NOTES:
MaCheck by Cape Cod Insulation INC.
#4084
COMPLIANCE:Passes
Maximum UA= 572
Your Home UA=495
13.5%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 2068 38.0 0.0 62
Ceiling 2: Cathedral Ceiling(no attic) 294 30.0 0.0 10
Wall 1: Wood Frame, 16" o.c. 2920 19.0 0.0 142
Window 1: Wood Frame:Double Pane with Low-E 294 0.340 100
Door 1: Solid 20 0.180 4
Door 2: Solid 20 0.380 8
Door 3: Glass 160 0.320 51
Door 4: Glass 20 0.280 6
Door 5: Solid 36 0.240 9
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1862 19.0 0.0 88
Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 466 30.0 0.0 15
Furnace 1:Forced Hot Air, 82.7 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 REScheckVersion 3.5 Release le (formerly MECchecl and to comply with the mandatory
requirements listed in the REScheckInspection 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 spe ed in Sections 780CMR 1310 and J4.4.
Builde esigner Date
01
:REScheck Inspection Checklist
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release le
DATE: 03/15/04
PROJECT TITLE: Custom Cape
Bldg. I
Dept. I
Use
I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
[ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
I
Doors:
[ ] I 1. Door 1: Solid,U-factor: 0.180
Comments:
[ ] I 2. Door 2: Solid,U-factor: 0.380
Comments:
[ ] i 3. Door 3: Glass,U-factor: 0.320
Comments:
[ ] I 4. Door 4: Glass,U-factor: 0.280
Comments:
[ ] I 5. Door 5: Solid,U-factor: 0.240
Comments:
I
Floors:
[ ] I 1. Floor l: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
[ ] I 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
I
Heating and Cooling Equipment:
[ ] I 1. Furnace 1:Forced Hot Air, 82.7 AFUE or higher
Make and Model Number
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
I leakage must be sealed.
[ ] I When installed in the building envelope,recessed lighting fixtures
I shall meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
I 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944
L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
I
Duct Insulation:
[ ] I Ducts shall be insulated per Table J4.4.7.1.
I
Duct Construction:
[ ] I 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 manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I 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.
I
Heating and Cooling Equipment Sizing:
[ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and J4.4.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I 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.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1 ,Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
176-180 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 HIVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 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, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
seisw.
BC CALC® 2003 DESIGN REPORT - US Monday, May 10,2004 11:10
Triple 1 3/4" z 11 7/8" VERSA-LAM® 3100 SP File Name: Davenport_1474 Hyannis Barnstable Rd.BCC: FB01
Job Name: Description:ABOVE KITCHEN FAMILY ROOM j
Address: 1474 Hyannis/Barnstable Road Specifier:
City,State,Zip: Barnstable,MA Designer: Joe Madera
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512, NER 629 Misc:
_1_ llllslll 11 11111111
I 1 I
5
I a �
. 3 1
14-00-00 14-00-00
BO B1 B2
5114 Ibs LL 14956 Ibs LL 5518 Ibs LL
2940 Ibs DL 9801 Ibs DL 2940 Ibs DL
Total Horizontal Length-28-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 28-00-00 Live 30 psf 07-00-00 100%
Member Type: Floor Beam Dead 10 psf 07-00-00 90%
Number of Spans: 2 1 ext wall Unf. Lin. Left 00-00-00 28-00-00 Live -: 0 plf n/a 90%
Left Cantilever: No __.- _-._ ..Dead 180 plf n/a 90%
Right Cantilever. No 2 low roof Unf.Area Left 00-00-00 28-00-00 Live 30 psf 04-06-00 115%
Dead 15 psf 04-06-00 90%
Slope: 0/12 3 porch ceiling Unf.Area Left 00-00-00 28-00-00 Live 0 psf 04-06-00 100%
Tributary: 07-00-00 Dead 10 psf 04-06-00 90%
4 attic Unf.Area Left 00-00-00 28-00-00 Live 20 psf 07-00-00 100%
Dead 10 psf 07-00-00 90%
5 main roof Unf.Area Left 00-00-00 28-00-00 Live 25 psf 14-00-00 115%
Live Load: 30 psf Dead 15 psf 14-00-00 90%
Dead Load: 10 psf 6 bathroom Unf.Lin. Left 18-00-00 28-00-00 Live 70 plf n/a 100%
Partition Load: 0 psf Dead 0 plf n/a 90%
Duration: 100
Controls Summary
Disclosure Control Type Value %Allowable Duration Load Case Span Location
The completeness and accuracy of Moment 34830 ft-Ibs 94.9% 115% 3 2-Left
the input must be verified by anyone Neg.Moment -34830 ft-Ibs 94.9% 115% 3 1 -Right
who would rely on the output as End Shear 7008 Ibs 50.6% 115% 5 2-Right
evidence of suitability for a Cont.Shear 11123 Ibs 80.2% 115% 3 2-Left
particular application. The output Total Load Defl. U332(0.506") 72.3% 5 2
_above is based upon building Live Load Defl. U456(0.369") 79.0% 5 2
code-accepted design properties Total Neg. Defl. -0.077" 15.4% 5 1
and analysis methods. Installation Max Defl. 0.506" 50.6% 5 2
of BOISE engineered wood
products must be in accordance Notes
with the current Installation Guide Design meets Code minimum(U240)Total load deflection criteria.
and the applicable building codes. Design meets Code minimum(U360)Live load deflection criteria.
To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria.
you have any questions, please call Minimum bearing length for BO is 1-3/4".
(800)232-0788 before beginning Minimum bearing length for B1 is 5-1/2".
product installation. Minimum bearing length for B2 is 1-7/8".
BC CALC®, BC FRAMER®, BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
BC RIM BOARD-,BC OSB RIM
BOARD-,BOISE GLULAMM
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJSM are trademarks of
Boise Cascade Corporation.
B®1SE'
BC CALCO 2003 DESIGN REPORT - US Monday,May 10,2004 11:10
Double 1 3/4" x 9 1/2 VERSA-LAM@ 3100 SIP File Name: Davenport_1474 Hyannis Barnstable Rd:BCC:FB02
Job Name: Description:GARAGE DOOR HEADER(TYPICAL)
Address: 1474 Hyannis/Barnstable Road Specifier:
City,State,Zip:Barnstable, MA Designer: Joe.Madera
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512, NER 629 Misc:
1
Standard Load-40 psf 110 psf Tributary 06-00-00
WE
BO B1
2565 Ibs LL 2565 Ibs LL
1184 Ibs DL 1184 Ibs DL
Total Horizontal Length 09-06-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-ob-oo 09-06-00 Live 40 psf 06-00-00 V 0
Member Type: Floor Beam _ Dead 10 psf 06-00-00 90%
Number of Spans: 1 1 ROOF Unf.Area Left 00-00-00 09=06-00 Live 25 psf 12-00-00 115%
Left Cantilever: No Dead 15 psf 12-00-00 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary; 06-00-00 Moment 8905 ft-Ibs 55.5% 115% 3 1 -Internal
Neg.Moment 0 ft-Ibs n/a 100%
End Shear 3125 Ibs 42.3% 115% 3 1 -Left
Total Load Defl. U394(0.289") 60.9% 3 1
Live Load: 40 psf Live Load Defl. U576(0.198") 62.5% 3 1
Dead Load: 10 psf Max Defl. 0.289" 28.9% 3 1
Partition Load: 0 psf
Duration: 100 Notes
Disclosure Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-1/2".
who would rely on the output as Minimum bearing length for 131 is 1-1/2".
evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.'end bearing+1/2 intermediate bearing
particular application. The output
above is based upon building Connection Diagram
code-accepted design properties Member has no side loads.
and analysis methods. Installation
of BOISE engineered wood Connectors are: 16d Sinker Nails S
products must be in accordance
with the current Installation Guide a=2„ d
and the applicable building codes. b=3„ b
To obtain an Installation Guide or if c=5=1/2" a
you have any questions,please call d=12"
(800)23270788 before beginning T
product installation. I
C
BC CALCO, BC FRAMERO, BCIO,
BC RIM BOARD- BC OSB RIM
BOARD-, BOISE GLULAMM
VERSA-LAMO,VERSA-RIM@,
VERSA-RIM PLUSO,
VERSA-STRAN DTM
VERSA-STUD@,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
' BC CALC® 2003 DESIGN REPORT - US Monday,May 10,2004 11:25
BOISE- .
Double 1 314" x 9 1/2" VERSA-LAM® 3100 SP File Name: Davenport_1474 Hyannis Barnstable Rd.BCC:FB06
Job Name: Description:GARAGE
Address: 1474 Hyannis/Barnstable Road Specifier:
City State;Zip:Barnstable,MA Designer: Joe Madera
Customer: Davenport Buildiing Company - Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512, NER629-. Misc
Standard Load-40 psf 110 psf Tributary 12-00-00
i
'�f �$ ,� 6;. ,moo � �:_ r.�; n ���� �a ��'��,:•i :.., 5� '�r^ ' a:G�. .,:. �a ��-
12-00-00 12-00-00
BO B1 62
7200 Ibs LL 2520 Ibs LL
2520 Ibs LL 1940 Ibs DL 582 Ibs DL
582 Ibs DL
Total Horizontal Length-24-00-00
General Data Load Summary
Version: U.S Imperial = °ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00=00-00 24-00-00 Live 40 psf 12-00-00 1.00%°
Member Type: Floor Beam Dead 10 psf 12-00-00 90%
Number of Spans: 2
Left Cantilever: No Controls Summary
Right Cantilever: No Control.Type Value %Allowable Duration Load Case Span Location
Moment . 10968 ft-Ibs 78.6% 100% 2 2--Left
Slope: 0/12 Neg.Moment -10968 ft-Ibs 78.6% 100% 2 1 -Right
Tributary: 12-00-00 End Shear 2620 Ibs 40.8% 100% 4 1 -Left
Cont.Shear 4088 Ibs 63.6% 100% 2 1 -Right
Total Load Defl. U395(0.364") 60.7% 5 2
Live Load Defl. U459(0.314") 78.5% 5 2
Live Load: 40 psf Total Neg. Defl. -0.099" 19.9% 5 1
Dead Load: 10 psf Max Defl. 0.364" 36.4% 5 2
Partition Load: 0 psf
Duration: 100 Notes
Design meets Code minimum(U240)Total load deflection criteria.
Disclosure Design meets Code minimum(U360) Live load deflection criteria.
The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria.
the input must be verified by anyone Minimum bearing length for BO is 1-1/2".
who would rely.on the output as Minimum bearing length for 61 is 3-1/8".
evidence of suitability for a - . Minimum bearing'length for B2 is 1-1/2"..
particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
above is based upon building
code-accepted design properties Connection Diagram
and analysis methods. Installation Member has no side loads.
of BOISE engineered wood
products must be in accordance Connectors are: 16d Sinker Nails
with the current Installation Guide
and the applicable building codes. a_2' b d
To obtain an Installation Guide or if b=3"
you have any questions;please call c=5-1/2" 8
(800)232-0788 before beginning d=12" •
product installation. T*
BC CALC®, BC FRAMER®, BCI®, C
BC RIM BOARD- BC OSB RIM
BOARD- BOISE GLULAM-,
VERSA-LAM®,VERSA-RIM®, •
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
r
BOISE"
BC CALCO 2003 DESIGN REPORT - US Monday,May 10,2004 11:10
Quadruple 1 3/4' x 9 1/2" VERSA.LAMO 3100 SP File Name: Davenport_1474 Hyannis Barnstable Rd.BCC:FB03
Job Name: Description: BASEMENT UNDER KITCHEN a
Address: 1474 Hyannis/Barnstable Road Specifier:
City,State,Zip: Barnstable,MA Designer: Joe Madera::
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS
Code reports:. ICBO 5512,NER 629 Misc:
1
Standard Load.-40 psf 110 psf Tributary 11-00-00
� .
Ak
06-08-00 06-08-00 06-08-00 Ah. 06-08-00
Bo B1 B2 B3 B4
1310 Ibs LL 3510 Ibs LL 18308 Ibs LL 3510 Ibs LL 1310 Ibs LL
337 Ibs DL 981 Ibs DL 10298 Ibs DL 981 Ibs DL 337 Ibs DL
Total Horizontal Length-26-08-00
General Data Load Summary
Version: US Imperial ID Description Load.Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 26-08-00 Live 40 psf 11-00-00 100%
Member Type: Floor Beam Dead 10 psf 11-00-00 90%
Number of Spans: 4 1 POST ABOVE Conc.Pt. Left 13-04-00 13-04-00 Live 14956 Ibs n/a 100%
Left Cantilever: No Dead 9501 Ibs n/a 90%
Right Cantilever: No
Controls Summary
Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location
Tributary: 11-00-00 Moment 2883 ft-Ibs 10.3% 100% 6 2-Left
Neg.Moment -2883 ft-Ibs 10.3% 100% 8 3-Right
End Shear 1196 Ibs 9.3% 100% 4 1 -Left
Cont.Shear 1878 Ibs 14.6% 100% 6 1 -Right
Live Load: 40 psf Total Load Defl. U4603(0.017") 5.2% 4 1
Dead Load: 10 psf Live Load Defl. U5501 (0.015") 6.5% 4 1
Partition Load: 0 psf Total Neg.Defl. -0.008" 1.5% 4 2
Duration: 100 Max Defl. 0.017" 1.7% 4 1
Disclosure Notes
The completeness.and accuracy of Design meets Code minimum(U240)Total load deflection criteria.
the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria.
who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria.
evidence of suitability for a Minimum bearing length for BO is 1-1/2".
particular application. The output Minimum bearing length for 61 is 3".
above is based upon building Minimum bearing length for B2 is 4-3/4".
code-accepted design properties Minimum bearing length for B3 is 3".
and analysis methods. Installation Minimum bearing length for B4 is 1-1/2".
of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
products must be in accordance
with the current Installation Guide Connection Diagram
and the applicable building codes. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side.
To obtain an Installation Guide or l Bolts are assumed to be Grade 5 or higher.
you have any questions, please call Member has no side loads.
product
installation.0788 before beginning Concentrated loads are not considered in side load analysis.
produ
BC CALCO, BC FRAMER®, BCIO, Connectors are: 1/2 in.Staggered Through Bolt
BC RIM BOARD- BC OSB RIM a=2"
BOARD- BOISE GLULAMT-, b=2-1/2" �b d
VERSA-LAMO,VERSA-RIMO, c=5-1/2" —1
VERSA-RIM PLUSO, d=24" a
VERSA-STRAND-,
VERSA-STUDO,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
C
•
Page 1 of 1
r
BO�SEM
BC CALC®2003 DESIGN REPORT - US Monday,May 10,2004 11:10
Quadruple 1 3/4" x 9 1/2" VERSA-LAM®"3100 SP File Name: Davenport_1474 Hyannis Barnstable Rd.BCC: FB04
Job Name: Description: BASEMENT CENTER/LEFT
Address: 1474 Hyannis/Barnstable Road Specifier:
City,State,Zip:Barnstable, MA Designer: Joe Madera
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512, NER 629 Misc:
1
4
2
5
Standard Load-40 psf 110 psf Tributary 14-00-00
10
A 31 � s
07-08-00 07-07-06 07-07-06
BO B1 B2 B3
2689 Ibs LL 9425 Ibs LL 12626 Ibs LL 4454 Ibs LL
913 Ibs DL 3278 Ibs DL 4622 Ibs DL 1537 Ibs DL"
Total Horizontal Length-22-10-12
General Data 'Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value . Trib. Dur.
S Standard Load Unf.Area . Left 00-00-00 22-10-12 Live 40 psf 14-00-00 100%
Member Type: Floor Beam Dead 10 psf 14-00-00 90%
Number of Spans: 3 1 Conc. Pt. Left 10-06-00 10-06-00 Live 2100 Ibs n/a 100%
Left Cantilever: No Dead 574 Ibs n/a 90%
Right Cantilever: . No 2 WALL. Unf. Lin. Left -10-06-00 22710-12- Live. - 0 plf _.n/a 90%
Dead 60 plf n/a 90%
Slope: 0112 3 2ND FLOOR Unf.Area Left 10-06-00 22-10-12 Live 40 psf 14-00-00 100%
Tributary: 14-00-00 Dead 10 psf 14-00-00 90%
4 INT WALL 2 Unf.Lin. Left 00-00-00 22-10-12 Live 0 plf n/a 90%
Dead 60 plf n/a 90%
5 ATTIC/CEILINGUnf.Area Left 00-00-00 22-10-12 Live 20 psf 10-00-00 100%
Live Load: 40 psf Dead 10 psf 10-00-00 90%
Dead Load: 10 psf
Partition Load: 0 psf Controls Summary
Duration: 100 Control Type Value %Allowable Duration Load Case Span Location
Moment 12865 ft-Ibs 46.1% 100% 7 3-Left
Disclosure Neg.Moment -12865 ft-Ibs 46.1% 100% 7 2-Right
The completeness and accuracy of End Shear 4535 Ibs 35.3% 100% 4 3-Right
the input must be verified by anyone Cont.Shear 7234 Ibs 56.3% 100% 7 3-Left
who would rely on the output as Total Load Defl. U999(0.091") 24.0% 4 3
evidence of suitability for a Live Load Defl. U1258(0.073") 28.6% 4 3
particular application. The output Total Neg.Defl. -0.031" 6.3% 4 2
above is based upon building Max Defl 0.0911, 9.1% 4 3
code-accepted design properties
and analysis methods. Installation . Notes
of BOISE engineered wood Design meets Code minimum(U240)Total load deflection criteria.
products must be in accordance Design meets Code minimum(U360)Live load deflection criteria.
with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria.
and the applicable building codes. Minimum bearing length for BO is 1-1/2".
To obtain an Installation Guide or if Minimum bearing length for B1 is 3".
you have any questions,please call . Minimum bearing length for B2 is 3".
(800)232-0788 before beginning Minimum bearing length for B3 is 1-1/2".
product installation. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
BC CALC®, BC FRAMER®, BCIO,
BC RIM BOARD-, BC OSB RIM
BOARD-, BOISE GLULAM-,
VERSA-LAM®,VERSA-RIME),
VERSA-RIM PLUS®, '
VERSA-STRANDTM
VERSA-STUD®,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 2
I
BC CALC® 2003 DESIGN REPORT - US Monday,May 10,200411:10
BOISE- .
Quadruple. 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Davenport_1474 Hyannis Barnstable Rd.BCC: FB04.
Job Name: Description: BASEMENT CENTER/LEFT
Address: 1474 Hyannis/Barnstable Road Specifier:
City State,Zip:Barnstable,MA Designer: Joe Madera
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS .
Code reports: 1CB0.5512, NER 629 Misc:
Connection Diagram
Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side.
Bolts are assumed to be Grade 5 or higher.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: 1/2 in.Staggered Through Bolt
a=2" Lb d
b=2-1/2" L-
c=5-1/2"
d=24" a
C
•
BC CALC® 2003 DESIGN REPORT.- US Monday,May 10,2004 11:10
Quadruple 1 314" x 9-1-/2" VERSA-LAM® 31.00 SP ; File Name: Davenport_1474 Hyannis Barnstable Rd.BCC:FBO5
Job Name: Description: BASEMENT BEAM CENTER/RIGHT SIDE
Address: 1474 Hyannis/Barnstable Road Specifier:
City,State,Zip: Barnstable, MA Designer: Joe Madera .
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512, NER 629 Misc:
3
1
4
2
Standard Load-40 psf 119 psf Tributary 14-00-00
;
07-07-06 07 07-06 07-07-06 07-07-06
BO B1 B2 B3 B4
4487 Ibs LL 12026 Ibs LL 11487 Ibs.LL 12026 Ibs LL 4487 Ibs LL
1552 Ibs DL 4514 Ibs DL 3668 Ibs DL 4514 Ibs DL 1552 Ibs DL
Total Horizontal Length-30-05-08
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur,
S Standard Load Unf.Area Left 00=00-00 30-05-08 Live 40 psf 14-00-00 100%
Member Type: Floor Beam Dead 10 psf 14-00-00 90%
Number of Spans: 4 1 INT WALL Unf. Lin. Left 00-00-00 30=05-08 Live 0 plf n/a 90%
Left Cantilever: No Dead 60 plf n/a 90%
Right Cantilever: No _ _. 2 2ND FLOOR Unf.Area Left 00-00-00 30-05-08 Live 40 psf 14-00-00 100%
Dead 10 psf 14-00-00 90%
Slope: 0/12 3 INT WALL 2 Unf. Lin. Left 00-00-00 30-05-08 Live 0 plf n/a 100%
Tributary: 14-00-00 Dead 60 plf n/a 90%
4 ATTIC/CEILINiUnf.Area Left 00-00-00 30-05-08 Live 20 psf 10-00-00 100%
Dead 10 psf 10-00-00 90%
Live Load: 40 psf Controls Summary
Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location
Partition Load: 0 psf Moment 12106 ft-Ibs 43.4% 100% 8 4-Left
Duration: 100 Neg.Moment -12106 ft-Ibs 43.4% 100% 6 1 -Right
End Shear 4583 Ibs 35.6% 100% 4 1 -Left
Disclosure Cont.Shear 7135 lbs 55.5% 100% 8 4-Left
The completeness and accuracy of Total Load Defl. U975(0.094") 24.6% 5 4
the input must be verified by anyone Live Load Defl. U1231 (0.074") 29.2% 5 4
who would rely on the output as Total Neg.Defl. -0.037" 7.5% 5 3
evidence of suitability for a Max Defl. 0.094" 9.4% 5 4
particular application. The output
above is based upon building Notes
code-accepted design properties Design meets Code minimum(U240)Total load deflection criteria.
and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria.
of BOISE engineered wood Design meets arbitrary(V')Maximum load deflection criteria.
products must be in accordance Minimum bearing length for BO is 1-1/2".
with the current Installation Guide Minimum bearing length for 131 is 3".
and the applicable building codes. Minimum bearing length for B2 is 3".
To obtain an Installation Guide or if Minimum bearing length for B3 is 3".
you have any questions,please call Minimum bearing length for B4 is 1-1/2".
(800)232-0788 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
product installation.
BC CALC®, BC FRAMER®,BCI®,
BC RIM BOARD-, BC OSB RIM
BOARDTM, BOISE GLULAM-,
VERSA-LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND-,
VERSA-STUD®,ALLJOISTO and
AJST"are trademarks of
Boise Cascade Corporation.
Page 1 of 2
BOISE' .
BC CALL® 2003 DESIGN REPORT - US Monday, May 10,�004 11:10
Quadruple 1 3/4".x 9 1/2" VERSA-LAM® 3100 SP File Name: Davenport_1474 Hyannis Barnstable Rd.BCC.:FB05
Job Name: Description: BASEMENT BEAM CENTER/RIGHT SIDE
Address: 1474 Hyannis/Barnstable Road Specifier:
City,State,Zip:Barnstable;MA Designer: Joe Madera
Customer: Davenport Buildiing Company Company: SHEPLEY WOOD PRODUCTS
Code reports: ICBO 5512, NER 629 Misc:
Connection Diagram
Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side.
Bolts are assumed to be Grade 5 or higher..
Member has no side loads.
Connectors are: 1/2 in.Staggered Through Bolt
a=2" } b d
b=2-1/2" 1-
c=5-1/2"
d=24" a
C
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-------------------------------------------------
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- __________ _____________� DRAWINS TYf+E.
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Ac70 f
ek 10203 P sP285 019752
02—OV—aOO4 a 02 =41s,
FIDUCIARY DEED
I, JOHN L. LOVELL, JR., as Executor of the Will of MYRTLE LOVELL, also
known as Myrtle F. Lovell, late of Barnstable, Barnstable County Massachusetts by
power conferred by said Will (ARTICLE' V) and by every other power, for
consideration paid in the amount of Four Hundred Thousand ($400,000.00) Dollars,
grant to JEFFREY C. BROBERG and NANCY A. BROBERG, both of 395 Braggs
Lane, Barnstable, Massachusetts 02630, husband,and wife as tenants by the entirety, a
certain parcel of land, together with the buildings and other,improvements thereon, now
known as and numbered 1474 Old Hyannis —Barnstable Road, Barnstable, Barnstable
County Massachusetts,described in Exhibit A attached hereto and made a part hereof.
For the allowance of the said Will of Myrtle Lovell and my appointment as
Executor, see papers on file with the Barnstable Probate and Family Court under
Docket No. 03P1295.
Being a portion of the premises conveyed to Wilton P. Marshall, Sr. et ux by
deed dated December 12, 1955 and recorded with Barnstable County Registry of
Deeds in Book 929 Page 533 to which reference is made for title. See also Estate of
Wilton P. Marshall,Barnstable Probate Docket No. 95P0380; see also Estate of Merle
R. Marshall, Barnstable Probate Docket No. 961`1010; see also Estate of Myrtle
Lovell, Barnstable Probate Docket No. 03P1295.
PROPERTY ADDRESS: 1474 Hyannis Road,Barnstable,MA 02630
WITNESS the execution hereof under seal this �h day of February,
2004. Z-�e
ohn L. Lovell, Jr.,Executor as of say
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss February ,2004
Then personally appeared the above named John L. Lovell,Jr.,Executor
as aforesaid, and acknowledged the foregoing instrument to be his free act and deed,
before me
SYSTEM PROFILE TEST HOLE LOGS
TOP FNDN. AT EL. 91 .0 NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN, GRADE PROVIDE INSPECTION PORT WITHIN
`+ T ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER; LISA LYONS, IRS
MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN, GRADE 2% SLOPE REQUIRED OVER SYSTEM ' 6.0' D AVE STANTON RS
85.5 - 8 WITNESS: -
2" DOUBLE WASHED PEASTONE e APRIL 9, 2004
+�y. RUN PIPE LEVEL DATE:
\88.0' FOR FIRST 2' 3' MAX. PERC. RATE = 7 MIN/INCH T
PROPOSED 1500 I 10680 z oM,�M,
GALLON SEPTIC 6 75' `TEE 83'Q CLASS SOILS P#
a
87.0 TANK (H- 10 ) GAS Lt2.27' o 0 0 m O C7 o C7 CI LOWS
BAFFLE o000
82.44 m 0 lil c:3
mCl0 a (� C7C� C1
(10 % SLOPE) �6" CRUSHED STONE OR MECHANICAL oo $ 2' �] 0 0 0 1.3 0 80.17' ELEV. I �POOs`PNE
COMPACTION. (15.221 2]) r
DEPTH OF FLOW = 4 ( 9 SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0.. 86.0' 0" 85.2'
z
A A N
TEE SIZES:
INt_ET DEPTH = 10" LS
„ 10YR 2/i LS
14 "
OUTLET DEPTH - 10YR 2/2 LOCATION MAP NTS
B 4"
-HING
FOUNDATION- 11 SEPTIC TANK 47' D' BOX 12' LEAC g ASSESSORS MAP 298 P/0 PARCEL 24
FACILITY 8.67' LS
LS ZONING DISTRICT; RF-1
1OYR 5/6 1OYR 5/6 YARD SETBACKS:
31 " 83.4' 22 83.3 FRONT = 30'
C1 SIDE = 15'
REAR = 15'
71.5' C MS FLOOD ZONE: C
MS--FLS 1OYR 6/6
38" 82.0'
2.5Y 6/4
1
C2
I 8�
LOT AREA 260.86' _I_ PERC FLS
81 43,570 SF bl�
IbAr
I 0 174" 71.5' 132" 74.2'
y< I is NO WATER ENCOUNTERED NOTES:
W I - ,I'PROX. NGVD
�z r
_ NOT ALLOWED ) 1 . LAI u�,, I� - EXISTING
PROP. PAVED D WAY SEPTIC DESIGN: (GARBAGE DISPOSER IS
PROP. DWELLING DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD 2 �AJN CIPAL WATER IS
GARAGE TF = 91.0' �, 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
USE A 330 GPD DESIGN FLOW 10
y i 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
-� ^ SEPTIC TANK: 330 GPD ( 2 ) 660 5. PIPE JOINTS TO BE MADE WATERTIGHT.
1�SA Y rn USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
yy uo.e E o -- ENVIRONMENTAL CODE TITLE V.
I DECK C s -4 �� LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
�h r VM 1 4
0) 2(26.5 + 12.83) 2 (.68) 106.9 TO BE USED FOR ANY OTHER PURPOSE.
P SIDES.
3
-4 PV
� w I SYSTEM TO SCH. 40 C.
� C _ 8. PIPE .FOR SEPTIC
TH P 26.5 x 12.83 (.68) 231.1
b I ����� ^ �� BOTTOM:
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
12 ' sso• �� 497 33$ GPD
TOTAL: S.F. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
-- - ~ _ -•-_ - _. 18" TR E .- S � FROM. .BOARD OF HEALTH.
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR
��6' EQUAL) WITH 4' STONE AT SIDES AND 0.5' AT ENDS 10. PUMP & REMOVE EXISTING CESSPOOLS
M TH1
o
------------
to PAVED f ,
DRIVE v
(TO BE ' '' EXIST.
�C REMOVED) ! GAR. COO LEG EN D
(TO BE
REMOVED);' Q0 100.0 PROPOSED SPOT ELEVATION
8 S5 \ �'
SITE FEE"
---- - •- � 100x0 EXISTING SPOT ELEVATION
?4,
100 PROPOSED CONTOUR OF
a 1474 HYANNIS--BARNSTABLE RD.
O' 100 EXISTING CONTOUR IN THE TOWN OF:
99.59' s ®�BARNS TABLE (VILLAGE)
PREPARED FOR: DAVENPORT BUILDING CO.
BENCH MARK - TOP OF CONC. BOARD OF HEALTH
30 0 30 60 90
BOUND ELEVATION = 87.3
EXIST. DWELL. TO BE RAZED MA
AND DEBRIS TAKEN TO APPROVED DATE
APPROVED SITE SCALE: 1" 30' DATE: APRIL 14, 2004
off 508-362-45,41
fox 508 362-98aO p
�ZH OF F Kz
nOF J'f'I o� ARNEyGRNE H.down Cape engineering, inc. � H. 'A JALA
OJALA n CIVIL y
CIVIL ENGINEERS 9 .26348 �0. 307 0 ��
LAND SURVEYORS o
U0 ON.4L
939 ruin st, yarrlouth, r1a 02675 ARNE H. OJALA, P.E., P.L.S. DATE
i
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LOCUS �' ► m ► n o
i
r o
m w -v
c
5 �
OD
24JJ.
0oc
rnM 0C.B. oXROUTE 6 FND. DWARpC ANNEB. pwUZIKELEC. POWER LINE DISPLACED 1428/192 N
M N
I
v
2 I S83'06' N STEPHE o
260.86 E =458.66'_ C.B. TO N D. &1.3089
0 G WAN JON RADZIK z n
BE SET 89/294 0
I ►-C < rn
FOR REGIST
RY USE ONLY
I 83•06 32 NE R U
LOCUS MAP SCALE 1 2000 I Z I 0197.80 EMAINS of RIDGE C.B. FND
i o;
.-+ Z
O
U� � LEGEND
ASSESSORS MAP 298 ^, o,
1
)ARCELS 24 do 118 � i -, � 43,570 sq. ft.. T ® C.B. SET a CONCRETE BOUND
c.+ WITH DRILL HOLE SET
.ONING: RF-1 1.00 acres
I� I '
FRONTAGE-20' o SHAPE FACTOR 16.12
AREA-43,560 SF I I 3
n I CERTIFY THAT THIS PLAN WAS PREPARED
WIDTH-125' Z W IN ACCORDANCE WITH THE RULES AND
M F DEEDS
REGULATIONS OF THE REGISTRARS 0
.
E
KS: FRONT
T - 30
'SET � vs :. o � N
1 1975 AND AS AMENDED
p _ N 9
ADOPTED JU E
SIDE - 15' I �'' o
DO
M "��RIV�y — w JANUARY 7, 1988.
REAR - 15 ;+� o �SAY
L _ cn
1
;• oY
Crul• �
0 3
N C
I M
m
FLOOD ZOE oI 76.1' w p
f n 140.9'�
OVERLAY DISTRICTS: W ARNE H. OJALA P.L.S. DATE
PROT CTION G Z C.B.
WELL EJob
d FND. 14rA
LOCATED IN THE BARNSTABLE FIRE DISTRICT Nam. 6?4
, 2 4.3',
�
59,068 sq. ft..
REFERENCES:DEED BOOK 928 PAGE 534 ?9�' �o N
� 4 C.B. 70 1.35 ocres
K 3252 PAGE 75 N 99.58
DEED BOO , t
CBE SET02.76
PROBATE #95PO380EP-1 i
C. N$T51'S5`W 202.35 FND. SHED,,,. �r
PROBATE #96P 1010EP-1 FNDI
PLAN BOOK 227 PAGE 85
PLAN BOOK 262 RAGE 97 WILLARD W. do DONNA M. SMITH
1024 7
OWNERS OF RECORD: / 8
W
/
MYRTLE LOVELL
1434 HYANNIS—SARNSTASLE ROAD 'q W /
BARNSTill LE.
IAA YAIn
.r M
b 0 02 1p n
fi30
�, .. •v
z c
BARNSTABLE PLANNING BOARD
APPROVAL under the SUBDIVISION , o
1 .. /
1 /
v �
40
CONTROL LAX NOT REQUIRED I.P. FOUND 1�1 (o 1#
CED P
� OD
r
� D S lA � ow ,oh' /
T w
DA E:
t
ST
ONES
S to TK E
S
K. ac S 0
co
MIS ING 1
T N S
TK. do S 0 E
.� S r✓�
P MISSING--,
�
1 /
PETER D. do JUDITH M. 170.15
SCAR,IFILE REMAINS OF RIDGE N85-03- -2664/38 45W
W
RO s
@ERT R. & •w
DE lOR
ES n �a
MELLO
NOTE. 5072/231 0' ,9 ` / ��
WITH THE
�I
NO DETERMINATION AS TO COirIPLIANCE /
Y
cv of
M NTS HAS BEEN MADE RIGHT OF WA ,,,)
R DIRE E
ZONING ORDINANCE EQ
ZO EASEMENT
OR INTENDED BY THE ABOVE ENDORSEMENT PLAN OF LAND IN 15' WIDE
260 3 5
7 J
NOTE:
1N
LOT 2 IS NOT TO BE CONSIDERED AS A SEPARATE BARNSTABLE, MA C.B.
BUILDING LOT AND IS TO BE USED IN CONJUNCTION PR8PAR8D FOR
WITH ADJOINING LAND NOW OF BROBERG.
THE ESTATE OF MYRTIX LOVELL
SCAB 1"s 40' DAT& DECI1[M 15, 2003
aw sa—x2—s.� •
40 0 40 80 120
N OF AR44
down cape engineering, inc.
ssl,
CIVIL ENGINEERS ARNE
H.
V YORS N
LAND SURVEYORS AE a
st rmouth, ma
� sa3s main � y8 q
DATi
li A�AiE � __